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HomeMy WebLinkAboutB12-0177 000-000-000■ ■ 01 N I I NZ I I I VVY1"M 3 FS I wrw OWNER SUNWEST MILLING COMPANY, INC. 507 Bannock Street Biggs, California 95917 (530) 868-5421 3ENERQL CONTRACTOR BCM CONSTRUCTION COMPANY, INC) r' 2990 Highway 32, Ste. 100 Chico, CA 95973 (530) 342-1722 (530) 342-1768 FAX ARCH TECT/STRUCT. ENOWEER NICHOLS, MELBURG & ROSSETTO 555 Main St., Ste. 300 Chico, California 95928 (530) 891-1710 (530) 891-0138 FAX QEOTEC HNA CAL ENGWEER WALLACE KUHL & ASSOCIATES 3050 Industrial Blvd. West Sacramento, California 95691 (916) 372-1434 (916) 372-2565 FAX C�V1 L EN0NEER ROBERTSON ERIKSON 888 Manzanita Ct., Ste. A Chico, California 95926 (530) 894-3500 (530) 894-8955 FAX PLMMfflNG P�� (etlLl) �M4:� �II S p�G`ELLIS PLUMBING`, INC. VpK- d 8608 - B, u-itridge Road a(14 11Z SacraeIenf6; =CA 95826 (916) 383-5422 MECHANCALF 3 �l McCLELLAND AIR CONDITIONING' 801 Marauder Street E Chico, CA 959733 f (530) 891-6202 (530) 891-5137 FAX c,?l A( "�...'.t.,..«.1'..,«/E+_r`.... /t-.._ice.....,.!\,.../....f'`ti«�...../`W,.....'r,'..,.,,/`,...✓"'�1",..- 3 BOSLEY ELECTRIC COMPANY ) 935 Arden Way Sacramento, California 95815 o (916) 568-5180 (916) 568-5183 FAX , MRE SPRUNKLERS MARQUEE FIRE PROTECTION 3 710 West Stadium Lane Sacramento, CA 95834 (916) 641-7997 (916) 641-0775 FAX C\1 co '..METAL BUILDK3 ERECTORS RACKLEY COMPANY INC. 05 6 g 3772 County Road 99w } co m { Orland, CA 95963 f, Znil w I� (530) 865-9619 f % i E X �' n ■ BANNOCK ST o t� CENTER LINE 509'-6 xp , P F-1 11,830 SECOND FLOOR PLAN PROVISIONS OF CBC 507.5 - EXISTING ODn � n � SEE CODE ANALYSIS MAINT, EE A A ll �M�� ...,; ...ter. f...,� BLDG. ,o PLAN FUTURE ALTERATION OR ADDITION TO EITHER BUILDING IN THISEXISTING 'NO -BUILD' ZONE WIL99 L BE SUBJECT TRUCK i EXISTING FLAT STORAGE f� } FLOOR AREA =324 SQ FT FT > 1� ((( TO THE INSTALLATION OF A ~ SCALE t MAX BLDG HEIGHT = 55' (ONE-STORY) < 3 -HOUR RATED EXTERIOR WALL AS HOUSE OCCUPANCY = S-2 (LOW -HAZARD, FOOD PRODUCTS) 1I CONSTRUCTION TYPE = 1-B (NON -SPRINKLED) ED BY CURRENT CODE j YARDS = GREATER THAN 60' THREE SIDES, FOURTH SIDE AT 54' CODE ANALYSIS: PROpFR�Y BASIC } FRONTAGEINCREASE Q0 [7266// 726 0 251 30/30 = ALLOWABLE FLOOR 0.75 U\ f ADJUSTED ALLOWABLE AREA = 26,000 + (26000 x 0.75) = 45500 SQ FT E 45,500 SQ FT > 32,994 SQ FT ; OKAY j L APPLICABLE CODES AND REGULATIONS: NOTE ALL WORK PERFORMED AND PRODUCTS FURNISHED SHALL COMPLY WITH THE FOLLOWING CODER o Seismic Design Category D o Class 4 Soil Material per CBC Table 18062 or per Soils Report per CBC 1803 o Basic Wind(85 mph) o Snow Load (�v 1499 Feet - No Requ wr ent) o Roof Live Load (20PSF) o Ma)d T m Rah Intensity (30 per her) 0 2010 Editlon of California Title 24 California Bt ft Code (CBC) Calfornia Electrical Code (CEC) California Mechanical Code (CMC) Calfornia Rm bing Code (CPC) California Energy Standards Code California Fre Code (CFC) California Green B"Ig Standards Code 0 2010 CBC Title 24 Accessibility Regtlations TL JURISDICTION ; o CITY OF BIGGS PLANNING DEPARTMENT o BUTTE COUNTY BUILDING DEPARTMENT NOTE BUTTE COUNTY DEVELOPMENT SERVICES, BUILDING DIVISION ENFORCES CALIFORNIA TITLE 24, CHAPTER 11B FOR ACCESSIBILITY REQUIREMENTS AND NOT THE ADA. 11L OCCUPANCY GROUP CLASSIFICATIONS : RICE MILLING FACTORY: MOD, HAZARD FACTORY INDUSTRIAL F-1 (CBC 3062) PRODUCT STORAGE MODERATE HAZARD STORAGE S-1 (CBC 3112) OFFICE: BUSINESS B (CBC 300 BUILDING AREA MODIFICATIONS (CBC 506) FRONTAGE INCREASE (CBC 5062) ( If WIDTH LJMrrS (CBC 50621 - Exoeption) If = [ F / P - 0.25 ] W / 30 W = [(5095 x 60) + - north [2181 / 2181 - 025159.6/30 = (581 x 60) + - east (347.5 x 60) + (162 x 54) + - south If =1.49 = (581 x 60)] / 2181 = 59.6 - west ADJUSTED ALLOWABLE AREA CALCULATION Aa = { At + [At x If] + [At x Is] ) [Ell S-1 At = 15,500 S.F. T/,5W SF. 23,000 SF. FRONTAGE INCREASE (15,500 x 1.49) (17500 x 1.49) (23,000 x 149) (CBC 5062) [At x It] = 23,095 26p75 34,270 AUTOMATIC SPRINKLER (15500 x 2) (17,500 x 2) (23,000 x 2) INCREASE (CBC 506.3) [At x Is] = 31DW S.F. 35DW S.F. 46DW S.F. Is =2 ALLOWABLE AREA Aa = 69,595 S.F. 78,575 S.F. 103270 S.F. MULTI STORY INCREASE (CBC 506A,1 2 2 -- b TOTAL ALLOWABLE AREA 139,190 S.F. 157,150 S.F. 103,270 S.F. MIXED USE CALCULATION: FIRST FLOOR (ONLY): ACTUAL AREA / Aff / 14,215/ 88,381 / 5,086/ ALLOWABLE AREA: Aa = 69,595 78,575 103,270 o ACTUAL FLOOR AREA CALCULATION (EXISTING + PROPOSED): RATIOS: 020 + 112 + 0.05 = 1.37 OCCUR GROUP FIRST FLR SECOND FLR TOTAL ED FIRST FLOOR AREA DOES NOT COMPLY PER CBC 508.4.2 1.37 > 1.0 : Not Okay F-1 OCCUPANCY 14,215 (Aff) 11,830 26,045 USE UNLIMITED AREA EXCEPTION PER CBC 507.4 &507.5 S-1 OCCUPANCY W"M I (Aff1 8,515 96,896 B OCCUPANCY 5,086 (Aff) - 5,086 ✓ LIMITED TO F, S, AND B OCCUPANCIES 107,682 20,345 128,027 ✓ NO MORE THAN 2 STORIES ✓ AUTOMATIC SPRINKLER SYSTEM PROVIDED ✓ GREATER THAN 60 FOOT YARDS, THREE SIDES - FOURTH SIDE NFIRE-RESISTIVE GREATER THAN 40 FEET (SEE BELOW) o PER CBC, TABLE 508.4 (SPRINKLERED) PER CBC SECTION 5075 - BETWEEN B AND F -t NO SEPARATION REQUIREMENT 1 THE REDUCED WIDTH OCCURS AT 162 FT / 2181 FT = 7.4% < 75%: OK 2 THE EXTERIOR WALL FACING THE REDUCED WIDTH IS 3 -HOUR RATED BETWEEN B AND S-1: NO SEPARATION REQUIREMENT (9- CONCRETE). BETWEEN F-1 AND S -t NO SEPARATION REQUIREMENT a THERE ARE NO OPENINGS IN THE WALL FACING THE REDUCED WIDTH. WEST LING PANY, v c. BIGGS, CA THIS DRAWING IS FOR REPRESENTATIONAL PURPOSES ONLY - NOT A PART OF CONTRACT DOCUMENTS ■ 01 1,111 Ell go, M10, 1210, f, 11 f 1 0- Flu -1 F"As I MI ims, I ra - 10:_ I- I &I I I NOTE THE ITEMS LISTED BELOW REQUIRE THE CONTRACTOR TO SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW AND COORDINATION AND TO THE COUNTY OF BUTTE FOR APPROVAL THE CONTRACTOR SHALL PROCEED WITH THE WORK ONLY AFTER REVIEW AND ACCEPTANCE BY BOTH THE ARCHITECT AND THE COUNTY OF BUTTE THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE DEFERRED SUBMITTAL ITEMS AND ALLOW ADEQUATE REVIEW TIME BY THE ARCHITECT AND THE COUNTY OF BUTTE 1. FIRE SPRINKLER SYSTEM. THE ITEMS LISTED BELOW SHALL BE SUBMITTED UNDER SEPARATE COVER TO THE FIRE MARSHAL THE PLANS MUST BE APPROVED; PERMIT ISSUED; AND, HAVE INSPECTION BY THE FIRE MARSHAL, PRIOR TO BUILDING CLOSING IN. 1. FIRE SPRINKLER SYSTEM. 2 FIRE ALARM SYSTEM. THE INSTALLING CONTRACTOR SHALL BE U.L CERTIFIED AND LISTED. PLANS FOR THE FIRE ALARM SYSTEM SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE FIRE DEPARTMENT, PLEASE SUBMIT A FULL SET OF FIRE ALARM PLANS, INCLUDING SPECIFICATION SHEETS FOR THE CALIFORNIA LISTED DEVICES PROPOSED, VOLTAGE DROP CALCULATIONS AND CONNECTION TO THE BACKUP POWER SUPPLY. THE SYSTEM SHALL BE DESIGNED AND INSTALLED PER NFPA 72 STANDARDS, CHAPTER 35 OF THE BUILDING CODE AND THE CALIFORNIA ELECTRIC CODE 01 M Q N 101 AN MONO I'm" N 0 0- _11-1 11 '10 NVES NOTE WHEN SPECIAL INSPECTIONS ARE REQUIRED BY SECTION 1704 OF THE 2010 CBC, THE SPECIAL INSPECTOR SHALL BE HIRED BY THE OWNER AND MUST BE PRE -APPROVED BY THE BUILDING DEPARTMENT. .,- ..V. ,,,,�- ..v.� .,,ems. ..v-. ..., o,,' ..,/.-- ..,..:'- ...V ..•`..'..`V ., V 4r. .,.V •.: V `.: \f `4:. V SEE "PROJECT NOTES" ON PRE-ENGINEERED METAL BUILDING VENDOR DRAWINGS, SHEET E1�} FOR SPECIAL INSPECTION REQUIREMENTS FOR HIGH STRENGTH BOLTING AND OTHER STEEL INSPECTIONS. SEE 'SPECIAL INSPECTION NOTES" ON SHEET S120 FOR ALL OTHER SPECIAL INSPECTION REQUIREMENTS, / (1'' i k OWNER RETAINED SPECIAL INSPECTOR FOR ALL SPECIAL INSPECTIONS AND TESTING:-✓) WALLACE KUHL & ASSOCIATES « / /� l'l %E w /,, .f`• lam, h-. A\ ...f f 3050 Industrial Boulevard, West Sacramento, CA 95691 Phone: (916) 372-1434 SHT. # EXPANSION 8C . - A0.1 OVERALL SITE PLAN G 1.1 I S-1 G1.2 GENERAL NOTES, CONSTRUCTION ASSEMBLIES, ABBREVIATIONS SHEET TITLE A0.3 SITE DETAILS HATCH INDICATES 11 S.F, A1.1 0,920 S. , TILE SHEET, GENERAL NOTES LI V 11 V C2 OUTER UMrrS OF 1" = 5U -V !� DEMOLITION PLAN 1" = 401-011 C4 GRADING PLAN BUILDING UNDER CONSIDERATIONIx 'co - ) C C 1" = 40`4Y C6 PAVING & DIMENSION PLAN I'= 40-T {CROSS HATCH } DETAIL SHEET 1 C C8 z o C9 INDICATES DEDICATED >67 0' bt'-o' J4215 F 1 r C01 TITLE SHEET-, LOCATION MAP, ABBREVIATIONS, NOTES LU 'NO -BLED' AREA STREET PLAN AND PRORI F VIEWS S, � Q CO3 EXISTING 9- THK. S-2 EXISTING I LU OR O o= «_� «_..: ,.._, _ _v «_.., «_ r_ _v« „_... _._, «_. , V ` .. CONC. WALL o FLAT B I D rr 0- EXIST ING INTAKE AIR `EQUIPMENT STORAGE BLDG, 91 S.F., j 0= - PROVIDE 1 S-# L _ _ J { w ' NEW 3 -HOUR RATED IVT 29 SI -E. SII Lba• {FIRE DAMPERS AT EACH C!1 l� 1 rl EGTRGA C��]C/'�IM AT/'1A ICS / OAC�I/� \IAT�I"]I Al C� O \IITI_I/11"1C� i 2,80 SE i F-1 OCCUPANCY, TYPE I- B: ()DUCTPEBNETRATION, B 5,086 100 S.F. /OCL, 51 49 i S-1 S Description B y� P y Date *NOTE S-1 OCCUPANCY, TYPE II - B: 2 -STORY ,260 S, , COMPLIES WITH ASSESSORS PARCEL NO. L - -, ' E1.0.2 EXTERIOR TITLE 24 DOCUMENTATION F-1 11,830 SECOND FLOOR PLAN PROVISIONS OF CBC 507.5 - EXISTING ODn � n � SEE CODE ANALYSIS MAINT, EE A A ll �M�� ...,; ...ter. f...,� BLDG. ,o PLAN FUTURE ALTERATION OR ADDITION TO EITHER BUILDING IN THISEXISTING 'NO -BUILD' ZONE WIL99 L BE SUBJECT TRUCK i EXISTING FLAT STORAGE f� } FLOOR AREA =324 SQ FT FT > 1� ((( TO THE INSTALLATION OF A ~ SCALE t MAX BLDG HEIGHT = 55' (ONE-STORY) < 3 -HOUR RATED EXTERIOR WALL AS HOUSE OCCUPANCY = S-2 (LOW -HAZARD, FOOD PRODUCTS) 1I CONSTRUCTION TYPE = 1-B (NON -SPRINKLED) ED BY CURRENT CODE j YARDS = GREATER THAN 60' THREE SIDES, FOURTH SIDE AT 54' CODE ANALYSIS: PROpFR�Y BASIC } FRONTAGEINCREASE Q0 [7266// 726 0 251 30/30 = ALLOWABLE FLOOR 0.75 U\ f ADJUSTED ALLOWABLE AREA = 26,000 + (26000 x 0.75) = 45500 SQ FT E 45,500 SQ FT > 32,994 SQ FT ; OKAY j L APPLICABLE CODES AND REGULATIONS: NOTE ALL WORK PERFORMED AND PRODUCTS FURNISHED SHALL COMPLY WITH THE FOLLOWING CODER o Seismic Design Category D o Class 4 Soil Material per CBC Table 18062 or per Soils Report per CBC 1803 o Basic Wind(85 mph) o Snow Load (�v 1499 Feet - No Requ wr ent) o Roof Live Load (20PSF) o Ma)d T m Rah Intensity (30 per her) 0 2010 Editlon of California Title 24 California Bt ft Code (CBC) Calfornia Electrical Code (CEC) California Mechanical Code (CMC) Calfornia Rm bing Code (CPC) California Energy Standards Code California Fre Code (CFC) California Green B"Ig Standards Code 0 2010 CBC Title 24 Accessibility Regtlations TL JURISDICTION ; o CITY OF BIGGS PLANNING DEPARTMENT o BUTTE COUNTY BUILDING DEPARTMENT NOTE BUTTE COUNTY DEVELOPMENT SERVICES, BUILDING DIVISION ENFORCES CALIFORNIA TITLE 24, CHAPTER 11B FOR ACCESSIBILITY REQUIREMENTS AND NOT THE ADA. 11L OCCUPANCY GROUP CLASSIFICATIONS : RICE MILLING FACTORY: MOD, HAZARD FACTORY INDUSTRIAL F-1 (CBC 3062) PRODUCT STORAGE MODERATE HAZARD STORAGE S-1 (CBC 3112) OFFICE: BUSINESS B (CBC 300 BUILDING AREA MODIFICATIONS (CBC 506) FRONTAGE INCREASE (CBC 5062) ( If WIDTH LJMrrS (CBC 50621 - Exoeption) If = [ F / P - 0.25 ] W / 30 W = [(5095 x 60) + - north [2181 / 2181 - 025159.6/30 = (581 x 60) + - east (347.5 x 60) + (162 x 54) + - south If =1.49 = (581 x 60)] / 2181 = 59.6 - west ADJUSTED ALLOWABLE AREA CALCULATION Aa = { At + [At x If] + [At x Is] ) [Ell S-1 At = 15,500 S.F. T/,5W SF. 23,000 SF. FRONTAGE INCREASE (15,500 x 1.49) (17500 x 1.49) (23,000 x 149) (CBC 5062) [At x It] = 23,095 26p75 34,270 AUTOMATIC SPRINKLER (15500 x 2) (17,500 x 2) (23,000 x 2) INCREASE (CBC 506.3) [At x Is] = 31DW S.F. 35DW S.F. 46DW S.F. Is =2 ALLOWABLE AREA Aa = 69,595 S.F. 78,575 S.F. 103270 S.F. MULTI STORY INCREASE (CBC 506A,1 2 2 -- b TOTAL ALLOWABLE AREA 139,190 S.F. 157,150 S.F. 103,270 S.F. MIXED USE CALCULATION: FIRST FLOOR (ONLY): ACTUAL AREA / Aff / 14,215/ 88,381 / 5,086/ ALLOWABLE AREA: Aa = 69,595 78,575 103,270 o ACTUAL FLOOR AREA CALCULATION (EXISTING + PROPOSED): RATIOS: 020 + 112 + 0.05 = 1.37 OCCUR GROUP FIRST FLR SECOND FLR TOTAL ED FIRST FLOOR AREA DOES NOT COMPLY PER CBC 508.4.2 1.37 > 1.0 : Not Okay F-1 OCCUPANCY 14,215 (Aff) 11,830 26,045 USE UNLIMITED AREA EXCEPTION PER CBC 507.4 &507.5 S-1 OCCUPANCY W"M I (Aff1 8,515 96,896 B OCCUPANCY 5,086 (Aff) - 5,086 ✓ LIMITED TO F, S, AND B OCCUPANCIES 107,682 20,345 128,027 ✓ NO MORE THAN 2 STORIES ✓ AUTOMATIC SPRINKLER SYSTEM PROVIDED ✓ GREATER THAN 60 FOOT YARDS, THREE SIDES - FOURTH SIDE NFIRE-RESISTIVE GREATER THAN 40 FEET (SEE BELOW) o PER CBC, TABLE 508.4 (SPRINKLERED) PER CBC SECTION 5075 - BETWEEN B AND F -t NO SEPARATION REQUIREMENT 1 THE REDUCED WIDTH OCCURS AT 162 FT / 2181 FT = 7.4% < 75%: OK 2 THE EXTERIOR WALL FACING THE REDUCED WIDTH IS 3 -HOUR RATED BETWEEN B AND S-1: NO SEPARATION REQUIREMENT (9- CONCRETE). BETWEEN F-1 AND S -t NO SEPARATION REQUIREMENT a THERE ARE NO OPENINGS IN THE WALL FACING THE REDUCED WIDTH. WEST LING PANY, v c. BIGGS, CA THIS DRAWING IS FOR REPRESENTATIONAL PURPOSES ONLY - NOT A PART OF CONTRACT DOCUMENTS ■ 01 1,111 Ell go, M10, 1210, f, 11 f 1 0- Flu -1 F"As I MI ims, I ra - 10:_ I- I &I I I NOTE THE ITEMS LISTED BELOW REQUIRE THE CONTRACTOR TO SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW AND COORDINATION AND TO THE COUNTY OF BUTTE FOR APPROVAL THE CONTRACTOR SHALL PROCEED WITH THE WORK ONLY AFTER REVIEW AND ACCEPTANCE BY BOTH THE ARCHITECT AND THE COUNTY OF BUTTE THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE DEFERRED SUBMITTAL ITEMS AND ALLOW ADEQUATE REVIEW TIME BY THE ARCHITECT AND THE COUNTY OF BUTTE 1. FIRE SPRINKLER SYSTEM. THE ITEMS LISTED BELOW SHALL BE SUBMITTED UNDER SEPARATE COVER TO THE FIRE MARSHAL THE PLANS MUST BE APPROVED; PERMIT ISSUED; AND, HAVE INSPECTION BY THE FIRE MARSHAL, PRIOR TO BUILDING CLOSING IN. 1. FIRE SPRINKLER SYSTEM. 2 FIRE ALARM SYSTEM. THE INSTALLING CONTRACTOR SHALL BE U.L CERTIFIED AND LISTED. PLANS FOR THE FIRE ALARM SYSTEM SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE FIRE DEPARTMENT, PLEASE SUBMIT A FULL SET OF FIRE ALARM PLANS, INCLUDING SPECIFICATION SHEETS FOR THE CALIFORNIA LISTED DEVICES PROPOSED, VOLTAGE DROP CALCULATIONS AND CONNECTION TO THE BACKUP POWER SUPPLY. THE SYSTEM SHALL BE DESIGNED AND INSTALLED PER NFPA 72 STANDARDS, CHAPTER 35 OF THE BUILDING CODE AND THE CALIFORNIA ELECTRIC CODE 01 M Q N 101 AN MONO I'm" N 0 0- _11-1 11 '10 NVES NOTE WHEN SPECIAL INSPECTIONS ARE REQUIRED BY SECTION 1704 OF THE 2010 CBC, THE SPECIAL INSPECTOR SHALL BE HIRED BY THE OWNER AND MUST BE PRE -APPROVED BY THE BUILDING DEPARTMENT. .,- ..V. ,,,,�- ..v.� .,,ems. ..v-. ..., o,,' ..,/.-- ..,..:'- ...V ..•`..'..`V ., V 4r. .,.V •.: V `.: \f `4:. V SEE "PROJECT NOTES" ON PRE-ENGINEERED METAL BUILDING VENDOR DRAWINGS, SHEET E1�} FOR SPECIAL INSPECTION REQUIREMENTS FOR HIGH STRENGTH BOLTING AND OTHER STEEL INSPECTIONS. SEE 'SPECIAL INSPECTION NOTES" ON SHEET S120 FOR ALL OTHER SPECIAL INSPECTION REQUIREMENTS, / (1'' i k OWNER RETAINED SPECIAL INSPECTOR FOR ALL SPECIAL INSPECTIONS AND TESTING:-✓) WALLACE KUHL & ASSOCIATES « / /� l'l %E w /,, .f`• lam, h-. A\ ...f f 3050 Industrial Boulevard, West Sacramento, CA 95691 Phone: (916) 372-1434 SHT. # DESC RI PT0ON 8C . INTRODUCTION A0.1 OVERALL SITE PLAN G 1.1 COVER SHEET, CODE ANALYSIS A0.2 G1.2 GENERAL NOTES, CONSTRUCTION ASSEMBLIES, ABBREVIATIONS SHEET TITLE A0.3 SITE DETAILS STRUCTURAL COVER SHEET CML ON-SITE (for reference only) A1.1 Cl TILE SHEET, GENERAL NOTES LI V 11 V C2 EXISTING TOPOGRAPHY 1" = 5U -V C3 DEMOLITION PLAN 1" = 401-011 C4 GRADING PLAN 1" = 401-011 C5 UTILITY PLAN 1" = 40`4Y C6 PAVING & DIMENSION PLAN I'= 40-T C7 DETAIL SHEET BUILDING SECTIONS C8 SUMP PIT DETAILS AND SPECIFICATIONS A7.1 C9 SWPPP EROSION SEDIMENT & POLLUTION CONTROL SITE PLAN T, = 501-011 CML OFF-SITE (for reference 0* ` S430 r C01 TITLE SHEET-, LOCATION MAP, ABBREVIATIONS, NOTES CO2 STREET PLAN AND PRORI F VIEWS CO3 DETAIL SHEET ' A 3 CO3 GENERAL NOTES AND DETAILS / {y 1011 NRC OLS ME RG R O T O AIRCHITIECTS + F-NGINF- EIRE 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http://www,nmrdesign,com ■ ■ CONSULTANTS ■ ■ LICENSE STAMPS ARCh'/� � CALIF PROJECT NAME A PROPOSED WAREHOUSE EXPANVON ARCHITECTURAL A9.1 TYPICAL DETAILS FOR A0.1 OVERALL SITE PLAN T' = 50\-011 ■ ■ A0.2 ENLARGED SITE PLAN 1/16" = T -T SHEET TITLE A0.3 SITE DETAILS STRUCTURAL COVER SHEET `c' U W E �T A1.1 DOOR SCHEDULE, WINDOW & DOOR FRAME TYPES SPECIAL INSPECTION NOTES LI V 11 V A2.1 OVERALL FLOOR PLAN 1/16" = T -T MLUNU A3.1 REFLECTED CEILING PLAN Vie = Y-0" 1/8" = 1'-0" A4.1 ROOF PLAN 3/3211 = T -T COMPANY A5.1 EXTERIOR ELEVATIONS 3/32" = Y-0" ■ A6.1 BUILDING SECTIONS 1/8" = T -T A7.1 3D MODEL ISOMETRIC / INTERIOR ELEVATIONS TYPICAL STRUCTURAL DETAILS �M p��1��MV 50 Be11�lYaOCK ST. A9.1 TYPICAL DETAILS BIAS, CALIFORNIA S= A CCE��� A9.2 STRUCTURAL TYPICAL DETAILS ■ ■ SHEET TITLE silo STRUCTURAL COVER SHEET TYPE (PER CBC TABLE THIS PROJECT IS LOCATED WITHIN A LARGE INDUSTRIAL SITE WHERE A HIGH VOLUME OF %' ' 0 1 SPECIAL INSPECTION NOTES TRACTOR -TRAILER VEHICLES ARE REQUIRED TO CIRCULATE CONTINUOUSLY. THE PROPOSED EXPANSION WILL CONTAIN TWO EXIT DOQRS THAT LEAD TO THE PUBLIC WAY -�--h`"`---x^ 5210 FOUNDATION PLAN 1/8" = T -T SHEET BY WAY OF AN ACCESSIBLE PATH OF TRAVEL ALL THE,, SHOWN, HOWEVER, CAN NOT S310 TILT -UP CONCRETE PANEL ELEVATIONS 1/8" = 1'-0" BE PROVIDED WITH AN ACCESSIBLE PATH OF TRAVEL TO THE PUBLIC WAY. CREATING AN S320 TILT -UP CONCRETE PANEL ELEVATIONS 1/8" = \-011 ACCESSIBLE PATH OF TRAVEL FROM EVERY EXFF WOULD CREATE AN UNSAFE CONDITION FOR 5410 TYPICAL FOUNDATION DETAILS ■ PEDESTRIANS AS WELL AS AN UNDO HARDSHIP ON THE OWNER, A■ PROJECT 5420 TYPICAL STRUCTURAL DETAILS DRAWING STATUS POST PERMIT REVISIONS S430 TYPICAL STRUCTURAL DETAILS CD SET V. CONSTRUCTION TYPE (PER CBC TABLE 60t; IDL EXITING ANALYSIS (PER CBC TABLE 1004,11 10 PLUMBING o TYPE II - B (SPRINKLERED) OCCUPANCY AREA (SF) OCC. LOAD FACTOR OCC. LOAD MAX. OCC, LOAD FOR 1 EXIT (TABLE 1015.1 PROJECT DATA P1.01 PLUMBING PLAN, ENLARGED PLUMBING PLANS, LEGEND & SCHEDULES POST PERMIT REVISIONS ELECTRICAL -_ 1011 € «_� «_..: ,.._, _ _v «_.., «_ r_ _v« „_... _._, «_. , V ` .. ■ ■ vt F-1 26,045 300 S.F./ OCC, 87 49 E0.0.0 ELECTRICAL COVER SHEET . �) S-1 96A% 500 &F. / OCC. IVT 29 SI -E. SII Lba• C!1 l� 1 rl EGTRGA C��]C/'�IM AT/'1A ICS / OAC�I/� \IAT�I"]I Al C� O \IITI_I/11"1C� i REVISIONS F-1 OCCUPANCY, TYPE I- B: 2 -STORY B 5,086 100 S.F. /OCL, 51 49 E1.0 E1.0.1 INTERIOR TITLE 24 DOCUMENTATION S Description B y� P y Date S-1 OCCUPANCY, TYPE II - B: 2 -STORY ASSESSORS PARCEL NO. 022-160-079, 080 081, & 001-190-002 E1.0.2 EXTERIOR TITLE 24 DOCUMENTATION B OCCUPANCY, TYPE II - B. 3 -STORY NUMBER OF EXITS REQUIRED (PER CBC PARAGRAPH & TABLE 1015.1} = 2 (LOT LINE ADJUSTMENT PENDING) ( r 'y ;: AN ; -�ECK 41 ",p3r{ 3,129/12 E2.0.0 ONE -UNE DIAGRAM &PANEL SCHEDULES I NUMBER OF EXITS PROVIDED: = 22 O.K.. ZONING M-2 GENERAL INDUSTRIAL ' ! E3.0.0 SITE PLAN - ELECTRICAL UT1LI11ES ) r '>k'11 e5 cH,.;v3 Ifyl f 3V f- 3 VR BASIC ALLOWABLE FLOOR AREA (ONE-STORY: CBC TABLE 503} FLOOD ZONE ZONE X (500) `= x- ------------------------------------s"--A-"------ " �T"". `_" . "�".o:'�: I lYl I L I L\I r 1 1 n./ I vrvl� I r nw T REQUIRED WIDTH OF EXITS (PER CBC 1005.1}, 332 x (02) = 3,02- EACH DISTRICT RD 833 E4.1.1 FLOOR PLAN - POWER & SIGNAL :�` I 1....:�;" �sy`. D�;�� `•,f'2/1 F-1 OCCUPANCY, TYPE II - B: 15,500 S.F. (At) MIN, WIDTH OF EXITS PROVIDED: 22 36-O.K. S-1 OCCUPANCY, TYPE II - B: 17,500 S.F. (At) STREET ADDRESS 507 BANNOCK ST. •,�<M��--�.�.-��-< �=�-„„-7���,.--„--�..---,�«_,�__...,,�.�,.�, �-.,,-,,.--, ■ ■ B OCCUPANCY, TYPE II - B: 23DW S.F. (At) ■ BIGGS, CAb PRE-ENGINEERED METAL BUILDING I Drawn By DAR PARCEL AREA 636,044 S.F. (14,6 ACRES) � 1 COVER SHEET MR ALLOWABLE VERSUS ACTUAL FLOOR AREAS:;% ABIBREVXTIONS DMABLED ACCEMREQUMMENU GENEPu4L NOTM AB. ANCHOR BOLT M.C. MEDICINE CABINET HC -1 GENERAL A GENERAL REQUIREMENTS ABV ABOVE MECR MECHANICAL AC, ASPHALT CONCRETE MMEMBRANE A/C AIR CONDITIONING MFRFR MANUFACTURER A BUILDING TO COMPLY WITH FEDERAL AMERICANS WITH DISABILITIES ACT, AND CHAPTERS 11 AND 11B 1. ALL PLANS, DESIGNS AND ART ILLUSTRATED ON THESE DRAWINGS ARE PROPRIETARY IN NATURE AC.B,M. ASBESTOS -CONTAINING BUILDING MATERIAL(S) MR MANHOLE OF THE CALIFORNIA BUILDING CODE, AND PART 2, TITLE 24 CALIF. CODE OF REGULATIONS ACOACOAND ARE DISCLOSED FOR THE LIMITED PURPOSE FOR WHICH THEY WERE DELIVERED AND MAY ACOUST, ACOUUSSTTICIC OOR ACOUSTICAL MISC. MISCELLANEOUS HC -2 RS. NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF NICHOLS, MELBURG & ROSSETTO, R MIN. MINUTE OR MINIMUM ADA. AMERICANS WITH DISABILITIES ACT M.O. MASONRY OPENING AD. AREA DRAIN MOD. MODULAR A LEVEL AREA, THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT ALL RIGHTS RESERVED. ADD, ADDENDUM MR. MOISTURE -RESISTANT LEAST 60 INCHES AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48 INCHES AS 2. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK MINOR r- - - - - - - AFF', ABBOTFINISH�oR ADJACENT MTL MOUNTED MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION, I) I F = MODIFICATIONS MAY BE REQUIRED TO SUIT THE JOB DIMENSIONS OR CONDITIONS AND SHALL BE AGG AGGREGATE MULL MULLION II I ALT. ALTERNATE MULT MULTIPLE FLOOR LEVEL AT DOORS - THRESHOLDS INCLUDED AS PART OF THE WORK SUBJECT TO APPROVAL OF THE ARCHITECT, ALUM. ALUMINUM M.W. MICROWAVE OVEN ANCH, ANCHOR (N) NEW 1. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCHES LOWER THAN THE 3, "ALIGN" MEANS SIMILAR COMPONENTS OF CONSTRUCTION, E.G, WALLS, JAMB, ETC, SHALL ALIGN P. ACCESS PANEL N NORTH APPROX. APPROXIMATELY NAT, NATURAL THRESHOLD OR THE DOORWAY. ACROSS VOIDS. I �\\ ARCH{ ARCHITECT OR ARCHITECTURAL NTC, NOT IN CONTRACT 2, CHANGE IN LEVEE BETWFgN�:2, 1/4 INCHES AND 1/2 INCHES SHALL BE BEVELED WITH A 4. "TYPICAL" MEANS IDENTICAL FOR ALL SAME CONDITIONS UNLESS OTHERWISE NOTED. "SIMILAR" I TUBAL j << STRUCTURAL I � ASPH. ASPHALT RMR NICHOLS, MELBURG & ROSSETTO AUTO, AUTOMATIC NO. OR # NUMBER tW�Y�IM_UW_d�R_ABIE�NTb'F_�CHANGE IN LEVEL GREATER THAN 1/2 INCHES SHALL BE MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS AND CO MIN I COLUMN I PRE -FINISHED EXTERIOR NOM• NOMINAL F A RAMP, ORIENTATION ON PLAN AND WITH ARCHITECT. I I a _ \�� METAL PANEL SYSTEM Ba BATH NO NOMINATED BD, BALCONY N.TS NOT To SCALE C, HARDWARE; 5. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS, �I BD, BBUILDINous OB OBSCURE OVERALL 1. EXIT DOOR HARDWARE SHALL COMPLY CBC SECTIONS 1008.19 AND 1008.110. 6. DO NOT SCALE DRAWINGS, CONTRACTOR SHALL VERIFY ALL DIMENSIONS, IF DISCREPANCIES ARE I B� BULLOCK oR BLOCKING O.C. ON SIDE DI 2. EFFORT TO OPERATE DOORS: MAXIMUM EFFORT TO OPERATE HINGED DOORS SHALL NOT FOUND, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. I I . • I JI 3 V2" FIBERGLASS BLW Baow O.D. OUTSIDE DIAMETER EXCEED 5 LBF, FOR INTERIOR AND EXTERIOR DOORS SUCH PULL OR PUSH FORCE SHALL BE 7. ALL DIMENSIONS ARE TO FACE OF STUD, CENTER LINE OF COLUMN, OR TO FACE OF FRAMING OR I I`� BM BEAM OF,CI ON16i R1FiNBf ®COPlTRNCTOR N6TALL® , B.M. BENCH MARK O,F.o1 OWNM R� 446 ® OWNM WTALLM MEASURED PERPENDICULAR TO THE DOOR FACE AT THE DOOR OPENING HARDWARE OR 30 I CONI IN. STEEL I INSULATION B.O. BOTTOM OF EDGE OF SLAB UNLESS OTHERWISE NOTED, VERTICAL DIMENSIONS ARE TO TOP OF CONCRETE, BOT. BOTTOM o,K' OFFICE EAD INCHES FROM THE HINGED SIDE, WHICHEVER IS FURTHER FROM THE HINGE, REQUIRED FIRE I I BEAM BBRR BULLET RESISTANT OPiOP�E OPENING DOORS SHALL NOT EXCEED 15 LBF. TOP OF PLATES, OR TOP OF PLYWOOD SHEATHING UNLESS OTHERWISE NOTED, I I e CONCRETE TILT -UP 8. THE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE Ir PANEL BSG BEARING OPPNAND OPPOSITE HAND 8" HORIZONTAL ARCHITECTURAL DRAWINGS, SHOULD THERE BE ANY DISCREPANCY BETWEEN THE VARIOUS II I F� °o `\ BSSr. BASEMENT Oz OUNCE 3, CONSTRUCTION: THE BOTTOM 11 INCHES OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING, I' WALL GIRT B.T.U. BRITISH THERMAL UNIT SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY DRAWINGS, IT SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION FOR CLARIFICATION. II I I \�� BTwN. BETWEEN PAR PARALLEL I EMBED PLATE I �� B.UR BUILT-UP ROOF PART. BD. PARTICLE BOARD A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION, THE I I PARTR PARTITION WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24 9. PENETRATIONS OF PIPES, CONDUITS, ETC, IN WALLS REQUIRING PROTECTED OPENINGS SHALL BE IL _ I L = I I - - -- I AB. CABINET P.B. PUSH BUTTON CATV CABLE TELEVISION P.C.F. POUNDS PER CUBIC FOOT INCHES PAST THE STRIKE EDGE FOR EXTERIOR DOORS. FIRE STOPPED WITH MATERIAL OF A TESTED ASSEMBLY APPROVED BY THE STATE FIRE MARSHAL F - CAULK CAULKING PERM. PERIMETER C.B. CATCH BASIN PERP, PERPENDICULAR 4, TYPE OF LOCK OR LATCH: EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE 10, INSULAT10N APPLIED TO THE EXTERIOR SURFACE OF DUCTS LOCATED IN BUILDINGS SHALL HAVE A C.B.C. CALIFORNIA BUILDING CODE PL PLATE FLAME SPREAD OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED RATING OF NOT MORE THAN ac.Tv. CLOSED CIRCUIT TELEVISION PL PROPERTY UNE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFI=ORT, CEM' CEMENT PLAM, PLASTIC LAMINATE a EXCEPTION No. t THIS REQUIREMENT SHALL NOT APPLY r0 MAIN EXTERIOR EXIT DOORS IF THERE S A READILY VISIBLE, 50 WHEN TESTED AS A COMPOSITE INSTALLATION INCLUDING INSULATION, FACING MATERIALS, CER, CALIFORNIA ENERGY COMMISSION PLAS PLASTIC DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING 'THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS TAPES AND ADHESIVES AS NORMALLY APPLIED. CER CONSTRUCTION DOCUMENTS OR CONTRACT DOCUMENTS P�' PLATFORMPLAOCCUPIED". THE SIGN SHALL BE IN LETTERS NOT LESS THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND. THE 11, BACKPAINT ALL CONCEALED METAL SURFACES DISSIMILAR METAL' SURFACES SHEET METALS AND CFM CUBIC FOOT PER MINUTE PLF POUNDS PER LINEAL FOOT LOCKING DEVICE MUST BE OF A TYPE THAT WILL BE READILY DISTINGUISHABLE AS LOCKED, , 6.25' 8' C.I. CAST IRON PLUMB, PLUMBING METALS WITHIN T' OF CONCRETE WITH PROTECTIVE BACKING BITUMINOUS PAINT TO A MINIMUM CIL CONSTRUCTION JOINT PLYWD. PLYWOOD D. IDENTIFICATION SYMBOLS; CRY FILM THICKNESS OF 15 MIL7r -7r CLG CEILING PRL PANEL 1. ON DOORWAYS LEADING TO MENS SANITARY FACILITIES, AN EQUILATERAL TRIANGLE 1/4 INCH cuCLEAR , CONCRETE MASONRY UNIT PRRcsT. PAR AST THICK WITH EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD; AND ON WOMENS 12, EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL RNTR COUNTER PREFAB. PREFABWATO + A S WAABO +20'-0" AFF C.O. CLEANOUT PRE -FIN. PRE -FINISHED S SANITARY FACILITIES, A CIRCLE 1/4 INCH THICK AND 12 INCHES IN DIAMETER, THESE KNOWLEDGE OR EFFORT. COL COLUMN PREP. PREPARATION GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60 INCHES AND COMP, COMPOSITE/COMPOSITION PROP. PROPERTY 13, ALL RATED DOORS SHALL BE POSITIVELY LATCHING AND SELF-CLOSING, "LABEL" SHALL MEAN CONC. CONCRETE PSF POUNDS PER SQUARE FOOT THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND "FIRE PROTECTION RATING" AS DEFINED IN CBC SECTION 702. ALL 20 MINUTE RATED ASSEMBLIES CONCBLK CONCRETE BLOCK PSI POUNDS PER SQUARE INCH CONTRAST OF THE DOOR. o CONN. CONNECTION PT. PONT SHALL BE PROVIDED WITH APPROVED GASKETING MATERIAL SO INSTALLED AS TO PROVIDE A SEAL W P TS. EXTERIOR WALL MLT -MP / MTL PANEL) CONST. CONSTRUCTION RT.DF. PRESSURE TREATED DOUGLAS RR 2. DOOR IDENTIFICATION; GLASS DOORS SHALL CONFORM TO THE REQUIREMENTS SPECIFIED IN WHERE THE DOOR MEETS THE STOP ON BOTH SIDES AND ACROSS THE TOP. MANUFACTURERS CONT CONTINUOUS PIV.C, POLYVINYL CHLORIDE C.T. CECBC SECTION 24062. EXIT DOORS SHALL BE SO MARKED THAT THEY ARE READILY INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOBSITE FOR ALL RATED DOOR SCALE 1 V2" = Y-0" CTR COUNTERSUNK DISTINGUISHABLE FROM THE ADJACENT CONSTRUCTION. TILE PWDR POWDER CTSK COUNTERSUNK QT. QUARRY 111.E ASSEMBLIES, CU YD. CUBIC YARD QTR QUARTER 3. ADDITIONAL DOORS: WHEN PROVIDED FOR EGRESS PURPOSES, THEY SHALL CONFORM TO GW. COLD WATER R RISER/RADIUSALL PROVISIONS IN THIS SECTION, B. CONTRACTOR DBL DOUBLE RAD. RADIUS HC -3 WATER CLOSETS: DEPT. DEPARTMENT RAFT, RAFTER 1. CONTRACTOR TO PROVIDE COPIES OF BROCHURES, SHOP DRAWINGS AND/OR FINISH MATERIAL 1 -HOUR ARE RATED ASSEMBLY UL ASSEMBLY U465 DEr. DETAIL RAG RETURN AIR GRILL A SINGLE -ACCOMMODATION TOILET FACILITIES: THERE SHALL BE SUFFICIENT SPACE IN THE TOILET DIAMETER RUBBER DF. DOUGLAS FIR OR DRINKING FOUNTAIN RB RUBBER BASE ROOM FOR A WHEELCHAIR MEASURING 30 INCHES WIDE BY 48 INCHES LONG TO ENTER THE ROOM SAMPLES TO THE ARCHITECT FOR REVIEW PRIOR TO PROCEEDING WITH THE INSTALLATION OR (NOTE 1 -HOUR NOT REQUIRED BY CODE) AG DIAGONAL OR DIAGRAM RCP. REFLECTED CEILING PLAN AND PERMIT THE DOOR TO CLOSE, THE WATER CLOSET SHALL BE LOCATED IN A SPACE WHICH WORK. DIM. DIMENSIONS RD. ROUND DISP. DISPENSER OR DISPOSAL RD. ROOF DRAIN PROVIDES A 28 INCH WIDE CLEAR SPACE FROM A FIXTURE OR A 32 INCH WIDE CLEAR SPACE FROM 2. BEFORE PERFORMING ANY WORK OR ORDERING ANY MATERIALS, THE CONTRACTOR SHALL DIV. DIVISION RECPT. RECEPTACLE A WALL AT ONE SIDE AND 48 INCHES OF CLEAR SPACE IN FRONT OF THE WATER CLOSET, WATER VERIFY ALL DIMENSIONS OF NEW WORK SHALL BE RESPONSIBLE FOR THEIR ACCURACY, ANY \ D.H. DOABLE HUNG REF. REFERENCE OR REFRIGERATOR CLOSETS SHALL BE MOUNTED 18" TO CENTER LINE OF THE FIXTURE FROM THE WALL DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE SUBMITTED TO THE ARCHITECT FOR g D.L. DEAD LOAD REFPoG REFRIGERATOR \\\ DR DOWN REG REGULATION B. WATER CLOSETS: THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17 CONSIDERATION BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL ALSO VERIFY I DR DEEP REJNF REINFORCED " THE LOCATION OF EXISTING UTILFFIES PRIOR TO BEGINNING WORK. r DR DOOR REINF.CON REINFORCED CONCRETE INCHES AND A MAXIMUM OF 19 INCHES MEASURED TO THE TOP OF THE TOILET SEAT, CONTROLS 5/8" TYPE 'X GYPSUM WALLBOARD ATTACHED DS DOWNSPOUT READ. REQUIRED \�I TO STUDS AND FLOOR & CLG. TRACK WITH Y' D.W. DISHWASHER RES RESAWN SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR 3. EACH TRADE WILL BE HELD RESPONSIBLE FOR KNOWLEDGE OF GENERAL NOTES LISTED HEREIN "��\\ DWG DRAWING RESIL RESILIENT TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE WIDE AND/OR ELSEWHERE WITHIN THE CONTRACT DOCUMENTS, / LONG TYPE S SCREWS AT 8" O.C. AT EDGES AND RET. RETURN EXISTING REV REVISIONS OR REVERSE SIDE OF TOILET AREAS, NO MORE THAN 44 INCHES ABOVE THE FLOOR, THE FORCE REQUIRED TO 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTS AND OMISSIONS OF ALL HIS EMPLOYEES I 12" O.C. IN FIELD OF BOARD. (Fa Ea EACH RF. RESILIENT FLOORING ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. ELF.S EXTERIOR INSULATION AND FINISH SYSTEM RH.M.B. ROUND HEAD MACHINE BOLT AND SUB -CONTRACTORS AND SHALL SUPERVISE THE WORK AND COORDINATE ALL PORTIONS ELEC, ELECTRICAL RH.WS. ROUND HEAD WOOD SCREW HC -4 LAVATORIES: THEREOF. I ELEV, ELEVATION OR ELEVATOR RM. Roots N EMIN. 3 5/8" NO. 20 MSG STEEL STUDS 24" O.C. MAX R.O. ROUGH OPENING ACE OF 18 INCHES 5. CONTRACTOR WILL BE HELD TO HAVE STUDIED THE DRAWINGS TO HAVE VISITED THE SITE AND EN.R EMERGENCY EDGE NAIL OR END NAIL RWD. REDWOOD A LAVATORIES ADJACENT TO A WALL SHALL BE MOUNTED WITH A MINIMUM DISTI ENCL ENCLOSURE RWL RAINWATER LEADER TO THE CENTER LINE OF THE FIXTURE ALL ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH TO HAVE SATISFIED HIMSELF REGARDING ALL EXISTING CONDITIONS UNDER WHICH HE WILL BE FIBERGLASS REINFORCED PLASTIC (F,R.P) ADHERED ENG EQUAL SOUTH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34 INCHES ABOVE THE FIRST FLOOR AND WITH A OBLIGED TO OPERATE, SUCH CONDITIONS SHOULD BE REFLECTED AND QUALIFIED IN THE FINAL `` I VENEER AT TANK ROOM AND PROCESSING AREA EQUIP. EQUIPMENT SB. SPLASH BLOCK CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH BID. EST. ESTIMATE SC. SOLID SCALE KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30 INCHES IN WIDTH WITH 8 E.W. EEAACH WAY SCHED, SCHEDULE INCHES MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF NEW WORK, ANY WORK DAMAGED EXR EXHAUST S.D. SMOKE DETECTOR FOR ANY REASON SHALL BE REPLACED AT NO COST TO THE OWNER, ( I MIN. 3 V2" SOUND ATTENUATION EXIST. EXISTING SEC, SECURE OR SECURITY A MINIMUM OF 9 INCHES HIGH FROM THE FLOOR AND A MINIMUM OF 17 INCHES DEEP FROM THE° EXP. EXPOSED SECT. SECTION FRONT OF THE LAVATORY. 7, SUBSTITUTIONS, REVISIONS OR CHANGES MAY BE ALLOWED ONLY IF ITEMS ARE SUBMITTED TO THE I BLANKET \F..... EJ EXPANSION JOINT SED, SEE ELECTRICAL DRAWINGS ARCHITECT IN A TIMELY MANNER IN WRITING AND SUBSEQUENTLY APPROVED BY THE ARCHITECT `` I EXT. EXPANSION sEI5 SEISMIC B. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THE CONTRACTOR IS LIABLE FOR REPLACEMENT, REPAIR AND EXT. EXTERIOR SEL SELECT IN DESIGN AND PERFORMANCE, SAS SURFACED 4 SIDES THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. FA ARE ALARM SH{ SHELFDELAYS CAUSED BY ANY UNAUTHORIZED SUBSTITUTIONS, COMPLETE SPECIFICATIONS AND FAU. FORCED AIR UNIT S.H. SINGLE HUNG C. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND DRAWINGS ARE REQUIRED IN COMPARING ALTERNATIVE ITEMS. THE ARCHITECT RESERVES THE FB.Q FURNISHED BY OTHERS SHT. SHEET SHALL NOT REQUIRE TIGHT GRASPING PINCHING OR TWISTING OF THE WRIST. THE FORCE RIGHT TO REJECT FOR ANY REASON. ` IBGL FIBERGLASS sHTrG SHEATHING � ``� 3� I BOOR &CEILING RUNNERS (NOT SHOWN} F.D. FLOOR DRAIN SHWR SHOWER REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF, LEVER -OPERATED, PUSH ( I 3-5/8" MIN. WIDE, 1-1/4" LEGS, NO. 25 MSG MI FDR FOUNDATION SIM SIMILAR 8. ALL MATERIALS AND EQUIPMENT INCORPORATED IN THE WORK SHALL BE NEW AND ALL WORK N+ GALV. STL TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS, SHALL BE OF GOOD QUALITY FREE FROM FAULTS AND IN CONFORMANCE WITH THE PLANS,\""'' F.E. FIRE EXTINGUISHER SKYLT. SKYUGHT CHANNEL -SHAPED RUNNERS ATTACHED TO FLOOR ... F.E.C. EIRE EXTINGUISHER CABINET SL SLOPE SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS, •• I AND CEILING WITH FASTENERS AT 24" O.C. MAX F.F. FINISH FLOOR SL DR SLIDING DOOR 9, THE CONTRACTOR AND SUBCONTRACTOR SHALL PURCHASE AND MAINTAIN CERTIFICATIONS OF F.G. FUEL GAS SL WDW. SLIDING WINDOW HC -5 LAVATORIES AND TOILET ACCESSORIES: F.H.C. FIRE HOSE CABINET sms. SHEET METAL SCREW INSURANCE WITH RESPECT TO WORKMANS COMPENSATION, PUBLIC LIABILITY AND PROPERTY F.H,WS, FLAT HEAD WOOD SCREW S & P SHELF AND POLE A LAVATORY FIXTURES: THE REQUIREMENTS OF THIS SUBSECTION SHALL APPLY TO LAVATORY DAMAGE FOR THE LIMITS AS REQUIRED BY LAW, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RR RNISH/RNISHED SPE -CS. SPECIFICATIONS Fix FIXED SQ. SQUARE FIXTURES, VANITIES, AND AS -BUILT LAVATORIES, INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE FL IR FLUSH SQ. IN FIXTURE SQ. SQUARE INCH SQUARE FOOT FL 1. A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES SHALL BE PROVIDED IN FRONT OF A WORK. 6, 10, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF OCCUPATIONAL SAFETY RSH. FLOORING STA STATION STEEL/SERVICE SINK LAVATORY TO ALLOW A FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR FLOUR FLOURESCENT S.T.C. SOUND TRANSMISSION COEFFICIENT OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE AND HEALTH ADMINISTRATION REQUIREMENTS AND REGULATIONS, F.O.B. FACE OF BEAM STD. STANDARD UNDERNEATH THE LAVATORY, 11. CONTRACTOR SHALL KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR F.O.C.FACE OF CONCRETE STL STEEL FORFACE OF FINISH sroR STORAGE 2. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40 INCHES FROM RUBBISH CAUSED BY HIS OPERATIONS, AT THE COMPLETION OF THE WORK, HE SHALL PERFORM 2 � n�pp WALL nn � p n F.O.M. FACE OF MASONRY STRUCT, STRUCTURAL THE FLOOR, A FINAL CLEANUP, CLEAN ALL GLASS SURFACES AND LEAVE THE WORK VACUUM -CLEAN. TYPICAL P��G=�1� p�I TEG�OOo PARTITION �VG=�1l�LL, FACE O STUD SU SURFACED 2 SIDES 12. CONTRACTOR SHALL GUARANTEE FOR ONE(1) YEAR THAT ALL OF THE WORK UNDER THE F.P.FP. FIREPROOF SUSP• SUPPLY B. TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES: WHERE TOWEL, SANITARY NAPKINS, WASTE FPL FIREPLACE SYM. SUSPENDED CONTRACT IS FREE FROM FAULTY MATERIALS, WATERTIGHT AND LEAK -PROOF IN EVERY 2 FRMG FRAMING SYS• SYMMETRICAL RECEPTACLES AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED AT LEAST SCALE; 3" = Y-0" FS FULL SIZE SYS. SYSTEM ONE OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, IPARTICULAR AND FREE FROM IMPROPER WORKMANSHIP, FRP. FIBERGLASS REINFORCED PANEL FT. FOOT OR FEET T. TREAD WITHIN 40 INCHES FROM THE FINISH FLOOR, 13. CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATE ON ORDERS OF MATERIALS FUR FOOTING TB. TOWEL BAR AND EQUIPMENT OF ANY LONG LEAD TIME ITEMS. COM, ,ANGLE 3/4" ARE TREATED T&G FURN, FURNISHED) T & B TOP AND BOTTOM C. TOILET TISSUE DISPENSERS: TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL WITHIN FURR FURRING T.C. Tof T 12 INCHES OF THE FRONT EDGE OF THE TOILET SEAT. 14, THE GENERAL CONTRACTOR ALL SUBCONTRACTORS AND ALL WORKMEN SHALL COORDINATE PLYWOOD TEL TELEPHONE Copyright © 2012 AN Nees, dm0m, anaromo is and plans UdcetW or represented MELBURG amend ROSSMO am amWend ware ae emkwi and deoeloped for use a% and h oonOrtion wittl the spedfled project None of such Ideas, des17A errenperrrerrta or plans sW be used by, or d wbsed to wV person firm a oorporeibn far any ����ppooeeee what,,. Wftut the w►i W perm 9 of NICHOLS, MFIBURG and ROSSETTO, NICD OLS m E G Ili ® TI` O ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http;//vvww,nmrdesign,com a a a in LICENSE STAMPS AR�yi J� • R c� �tp�► w N06 P CO)Vrr CA`�FO e In PROJECT NAME A PROPOSED WQn �IOo MSC EXPANSIODN FOR c`� U N W E 8" T NLUNU` COMP"ANY 507 BANNOCK ST. BIGG8j CALIFORNIA mi In SHEET TITLE GENERAL (VOTES, CONST. ASSEMBLIES al In DRAWING STATUS CD SET POST PERMIT REVISIONS al In REVISIONS Sym. Description By Date ... PLAN CHECK #1 DAR 3/29/12 al Q Drawn By D A R Checked By Date Drawn 5/31/12 Scale AS NOTED Job No. 10-5364,20 Ul in SHEET No. G1m2 al 10 GA GAL GAUGE GALLON TEMP. T & G TEMPERATURE/TEMPERED TONGUE AND GROOVE HC -6 GRAB BARS; NN IN ADVANCE, THEIR INDIVIDUAL WORK WITH ALL OTHER TRADES. RESPONSIBILITY FOR LACK OF GALV GALVANIZED THK THICKNESS) p �n 2 2 p �p TYPIC '^` L� INTCERIOo R CELL I C� IE COORDINATION AND PROBLEMS CAUSED BY THIS LACK OF COORDINATION SHALL BE BORNE .� G.B. GRAB BAR THRES, THRESHOLD A LOCATION: GRAB BARS LOCATED ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE BY THE GENERAL CONTRACTOR AND ALL TRADES INVOLVED. GC. GENERAL CONTRACTOR T.O. TOP OF PHYSICALLY HANDICAPPED TOILET STALL OR COMPARTMENT, SHALL BE SECURELY ATTACHED 33 0 24" O.C. GER G.I. GENERAL OR GENERATOR GALVANIZED IRON T.O.B. T.O.C. TOP OF BLOCK TOP OF CONCRETE ��``��y� vim,,.."•° INCHES ABOVE AND PARALLEL TO THE FLOOR, GRAB BARS AT THE SIDE SHALL BE AT LEAST 42 15. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING WATER MAINS, FIRE HYDRANTS GL GLASS T.O.M. TOP OF MASONRY STUDS 0 24" O.C. MAX INCHES LONG WITH THE FRONT END POSITIONED 24 INCHES IN FRONT OF THE WATER CLOSET AND ACCESS ROADS IN SERVICE DURING CONSTRUCTION, PER CFC CHAPTER 14. GLB. GLUE LAMINATED BEAM T.O.P. TOP OF PAVING \\\` GND. GROUND T.O.PL TOP OF PLATES BUTTE COUNTY DEVELOPMENT SERVIC STOOL, AND GRAB BARS AT THE BACK SHALL BE NOT LESS THAN 36 INCHES LONG. REVIEWED FOR G.P.M. GALLONS PER MINUTE T.Os TOP OF SLAB B. GENERAL NOTES GR GRADE T.O.W. TOP OF WALL B. DIAMETER OR WIDTH: THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR GSM GYP, GALVANIZED SHEET METAL GYPSUM TS T/S TUBE STEEL TOILETA3HOWER SHALL BE 1-1/4 INCHES TO 1-V2 INCHES OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING 1 . I _ ALWORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH ALL APPLICABLE GYP. BD. GYPSUM BOARD T.V. TELEVISION SURFACE IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL TYR TYPICAL AND THE GRAB BARS SHALL BE 1.5 INCHES. ADOPTED ORDINANCES AND BUILDING AND FIRE PREVENTION CODES, REFER TO H.B. H.C. HOSE BIBS OR HELP BUTTON HOLLOW CORE/HANDICAP U.B.C. UNIFORM BUILDING CODE SPECIFICATION SECTION 01090 AND TO THESE DRAWINGS FOR A LIST OF KNOWN HDR HEADER UL UNDERWRITERS LABORATORY C. STRUCTURAL STRENGTH: THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, APPLICABLE CODES, ANY DISCREPANCIES BETWEEN THESE CODES AND THE HDWD, HDWR HARDWOOD HARDWARE U.O.N. U.Oa UNLESS OTHERWISE NOTED UNDERSIDE OF STRUCTURE FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: CONSTRUCTION DOCUMENTS SHOULD IMMEDIATELY BE BROUGHT TO THE ATTENTION OF H.M. Z HOLLOW METAL UNF. UNFINISHED 1. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOVEMENT THE ARCHITECT, THE CONSTRUCTION DOCUMENTS SHALL NOT BE CONSTRUED AS TO R RI HR HORIZONTAL HORSEPOWER U.N.O. UR UNLESS NOTED OTHERWISE URINAL FROM THE APPLICATION OF 250 LBS, PER FOOT SHALL BE LESS THAN THE ALLOWABLE PERMIT WORK THAT DOES COMPLY WITH THESE CODES, HR HOUR unL UTILITY STRESS STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. HT. HEIGHT DIMENSIONS SHALL TAKE PRECEDENCE OVER ITEMS AS GRAPHICALLY DEPICTED IN THESE G. HH..W. TING HOT RATER VAR AS VARIES VOLUMNE 2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF 250 LBS. PER DRAWINGS. DIMENSIONS ARE TO FACE OF STUDS OR SLAB, AND TO CENTERLINES OF STEEL V.B. VAPOR BARRIER FOOT SHALL BE NO LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE MEMBERS, UNLESS NOTED OTHERWISE ON DRAWINGS, DO NOT SCALE DRAWINGS, I.D. INSIDE DIAMETER VENT. VENTILATION OR VENTILATOR GRAB BAR OR SEAT, AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE IN. INCL INCH INCLUDEANCLUDED VER VERT, VERIFY VERTICAL FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE DIMENSIONS NOTED AS "CLEAR" (CLR) ARE TAKEN TO THE FACE OF FINISH MATERIALS. INSUL INSULATION V.G. VERTICAL GRAIN ALLOWABLE SHEAR STRESS, VERIFY DIMENSIONS OF PREFABRICATED AND MANUFACTURED ITEMS AND COORDINATE INT. INTERIOR VOL VOLUME ROUGH OPENINGS ACCORDINGLY, V.T. VINYL TILE 3. SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF 250 JAN, J.B. JANITOR JUNCTION BOX VTR V,WC. VENT THROUGH ROOF VINYL WALL COVERING LBS, PER FOOT SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE 3. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE JCT. JUNCTION FASTENER OR MOUNTING DEVICE OR THE SMALLER ALLOWABLE LOAD, WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK SHOWN ON US TOR SINK W. �DRAWINGS, IF SIMILAR WORK IS NOT DETAILED IN DRAWINGS, WORK SHALL FOLLOW 4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF 250 LBS. PER FOOT JT. JOINT WAIN W.C. WAINSCOT WATER CLOSET SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND INDUSTRY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS AS ACCEPTABLE TO THE KIT. KITCHEN WD. WOOD SUPPORTING STRUCTURE ARCHITECT. KO. KNOCK -OUT WDW. WINDOW KP. KICK PLATE WA WATER HEATER 5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS,LAD 4. MINOR ITEMS USED IN THE CONSTRUCTION OF THIS PROJECT MAY BE INDICATED ON THE ER wl WROUGHTIRON OUT DRAWINGS BUT NOT NECESSARILY IN THE SPECIFICATIONS, SUCH MINOR ITEMS ARE M LA'. LAIMNAATE WP ATERPROOF(ING) D. SURFACE A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF GENERALLY REFERENCED TO A MANUFACTURER INCLUDING A MODEL NUMBER, WHERE LAV LBS LAVATORY POUNDS WR WS WATER-RESISTANT WOOD SCREWS) ANY SHARP OR ABRASIVE ELEMENTS, EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH. APPLICABLE. REFER TO SECTION 01600 FOR SUBSTITUTIONS PROCEDURES, LIN. LL LINEARAJNEAL LIVE LOAD WSCT. WT. WAINSCOT WEIGHT HC -7 SIGNAGE FOR PERMANENT ROOMS AND SPACES: 5. ALL CONSTRUCTION SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURER'S LATEST SBR SING �M WWF. WELDED WIRE FABRIC A, ACCESSIBLE TOILET FACILITIES, BUILDING ENTRANCES PUBLISHED SPECIFICATIONS AND INSTRUCTIONS, ALL DISCREPANCIES BETWEEN THESE LUM, LIGHT LUMINOUS YD. YARD 1. INTERNATIONAL SYMBOL OF ACCESSIBILITY, WHITE FIGURE ON BLUE BACKGROUND, (FS STD SPECIFICATIONS AND INSTRUCTIONS AND THE CONTRACT DOCUMENTS PREPARED BY THE z ANS 599b, COLOR 15090). ARCHITECT AND ITS CONSULTANTS, SHALL BE BROUGHT TO THE ATTENTION OF THE Copyright © 2012 AN Nees, dm0m, anaromo is and plans UdcetW or represented MELBURG amend ROSSMO am amWend ware ae emkwi and deoeloped for use a% and h oonOrtion wittl the spedfled project None of such Ideas, des17A errenperrrerrta or plans sW be used by, or d wbsed to wV person firm a oorporeibn far any ����ppooeeee what,,. Wftut the w►i W perm 9 of NICHOLS, MFIBURG and ROSSETTO, NICD OLS m E G Ili ® TI` O ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http;//vvww,nmrdesign,com a a a in LICENSE STAMPS AR�yi J� • R c� �tp�► w N06 P CO)Vrr CA`�FO e In PROJECT NAME A PROPOSED WQn �IOo MSC EXPANSIODN FOR c`� U N W E 8" T NLUNU` COMP"ANY 507 BANNOCK ST. BIGG8j CALIFORNIA mi In SHEET TITLE GENERAL (VOTES, CONST. ASSEMBLIES al In DRAWING STATUS CD SET POST PERMIT REVISIONS al In REVISIONS Sym. Description By Date ... PLAN CHECK #1 DAR 3/29/12 al Q Drawn By D A R Checked By Date Drawn 5/31/12 Scale AS NOTED Job No. 10-5364,20 Ul in SHEET No. G1m2 al 10 MAIL MATERIAL 96 C RCEM ARCHITECT IN WRITING PRIOR TO COMMENCING WORK. NN B. MOUNTING: MOUNT SIGN ON WALL ADJACENT TO STRIKE SIDE OF DOOR, OR NEAREST HEIGHT SHALL SHALL BE 60" AFF OT CENTERLINE. MOUNT SO A PERSON CAN APPROACH WITHIN 3" OF ADJACENT WALL WITHOUT STANDING IN SWING OF DOOR. °' p �n 2 2 p �p TYPIC '^` L� INTCERIOo R CELL I C� IE ..7. .� SCALE 3" = i-0" 5 V2" (MIN) MINERAL FIBER INSULATION 6" NO. 18 MSG STEEL JOISTS 0 24" O.C. GYP. WALLBD, TYR ��``��y� vim,,.."•° 6" NO. 20 MSG STEEL STUDS 0 24" O.C. MAX \\\` PERMIT #-... 2 1 Z BUTTE COUNTY DEVELOPMENT SERVIC REVIEWED FOR co OMPLIAN DATE BY Copyright © 2012 AN Nees, dm0m, anaromo is and plans UdcetW or represented MELBURG amend ROSSMO am amWend ware ae emkwi and deoeloped for use a% and h oonOrtion wittl the spedfled project None of such Ideas, des17A errenperrrerrta or plans sW be used by, or d wbsed to wV person firm a oorporeibn far any ����ppooeeee what,,. Wftut the w►i W perm 9 of NICHOLS, MFIBURG and ROSSETTO, NICD OLS m E G Ili ® TI` O ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http;//vvww,nmrdesign,com a a a in LICENSE STAMPS AR�yi J� • R c� �tp�► w N06 P CO)Vrr CA`�FO e In PROJECT NAME A PROPOSED WQn �IOo MSC EXPANSIODN FOR c`� U N W E 8" T NLUNU` COMP"ANY 507 BANNOCK ST. BIGG8j CALIFORNIA mi In SHEET TITLE GENERAL (VOTES, CONST. ASSEMBLIES al In DRAWING STATUS CD SET POST PERMIT REVISIONS al In REVISIONS Sym. Description By Date ... PLAN CHECK #1 DAR 3/29/12 al Q Drawn By D A R Checked By Date Drawn 5/31/12 Scale AS NOTED Job No. 10-5364,20 Ul in SHEET No. G1m2 al 10 MAIL MATERIAL 96 C RCEM ARCHITECT IN WRITING PRIOR TO COMMENCING WORK. MAX MAXIMUM CL CENTERLINE ND BOLT 1 PERPENDICULAR MBR. MEMBER B. MOUNTING: MOUNT SIGN ON WALL ADJACENT TO STRIKE SIDE OF DOOR, OR NEAREST HEIGHT SHALL SHALL BE 60" AFF OT CENTERLINE. MOUNT SO A PERSON CAN APPROACH WITHIN 3" OF ADJACENT WALL WITHOUT STANDING IN SWING OF DOOR. p �n 2 2 p �p TYPIC '^` L� INTCERIOo R CELL I C� IE SCALE 3" = i-0" ki Copyright © 2012 AN Nees, dm0m, anaromo is and plans UdcetW or represented MELBURG amend ROSSMO am amWend ware ae emkwi and deoeloped for use a% and h oonOrtion wittl the spedfled project None of such Ideas, des17A errenperrrerrta or plans sW be used by, or d wbsed to wV person firm a oorporeibn far any ����ppooeeee what,,. Wftut the w►i W perm 9 of NICHOLS, MFIBURG and ROSSETTO, NICD OLS m E G Ili ® TI` O ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http;//vvww,nmrdesign,com a a a in LICENSE STAMPS AR�yi J� • R c� �tp�► w N06 P CO)Vrr CA`�FO e In PROJECT NAME A PROPOSED WQn �IOo MSC EXPANSIODN FOR c`� U N W E 8" T NLUNU` COMP"ANY 507 BANNOCK ST. BIGG8j CALIFORNIA mi In SHEET TITLE GENERAL (VOTES, CONST. ASSEMBLIES al In DRAWING STATUS CD SET POST PERMIT REVISIONS al In REVISIONS Sym. Description By Date ... PLAN CHECK #1 DAR 3/29/12 al Q Drawn By D A R Checked By Date Drawn 5/31/12 Scale AS NOTED Job No. 10-5364,20 Ul in SHEET No. G1m2 al 10 GENERAL NOTES I. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SiTE, AND SHALL BE RESPONSIBLE FOR CONDITIONS OF ALL WORK AND MATERIALS, INCLUDING THOSE FURNISHED BY SUB -CONTRACTORS. HE WILL IMMEDIATELY NOTIFY THE ENGINEER AND THE OWNER OF ANY DISCREPANCIES. 2. ALL MATERIALS AND WORKMANSHIP SHALL BE PERFORMED IN ACCORDANCE WiTH CALTRANS STANDARD CONSTRUCTION SPECIFICATIONS, CURRENT VERSION AND CITYOF BIGGS STANDARDS AND TO THE APPLICABLE PROVISIONS OF THE CURRENT EDITION OF THE CALIFORNIA BUILDING CODE. 3. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES ON THIS SHEET. 4. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS AS REQUIRED. 5. FOR CONSTRUCTION STAKING CALL ROBERTSON ERICKSON, CIVIL ENGINEERS AND SURVEYORS. CALL ROBERTSON EPICKSON 48 HOURS PRIOR TO THE START OF CONSTRUCTION AND IN ADVANCE OF REQUIREMENTS FOR CONSTRUCTION STAKING ON 894-3500. THE CONTRACTOR 15 RESPONSIBLE FOR PAYING FOR STAKING. 6. ALL WORK SHALL CONFORM TO THE CITY OF BIGGS STANDARDS, MUNICIPAL CODES AND THEIR REFERENCES. 7. NOTE REGARDING EARTHWORK: THIS SITE WAS DESIGNED TO CONFORM TO EXISTING CONDITIONS. ROBERTSON ERICKSON DOES NOT WARRANT OR GUARANTEE A BALANCED SITE. FACTORS AFFECTING A SiTE BALANCE INCLUDE SOiLS FACTOR (VOLUME CHANGE), TYPE AND EXTENT OF UTILITY TRENCHES, SUBGRADE DEPTHS, PAD GRADING, AND LANDSCAPE TREATMENTS. THE CONTRACTOR SHOULD MAKE HIS OWN ESTIMATES OF EARTH -WORK QUANTITIES AND RELY ON THEM. THE CONTRACTOR SHOULD ALSO MAKE PROVISIONS FOR AN IMBALANCE BY IDENTIFYING ON-SITE OR OFF-SITE DISPOSAL OR EXTRACTION SiTES, AND BY PROVIDING REASONABLE CONTINGENCIES FOR PAYING FOR SUCH WORK. S. ALL MATERIALS SPECIFIED ON THESE PLANS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. 9. ROBERTSON ERICKSON, INC. WILL NOT PROVIDE ELECTRONIC FILES OR VERTICAL AND HORIZONTAL CONTROL POINTS TO BE USED iN PREPARATION OF "STAKING MODELS" OR FOR USE 1N "GPS CONSTRUCTION STAKING" ACTIVITIES TO ANY INDIVIDUAL OR COMPANY WHO 15 NOT LICENSED IN THE STATE OF CALIFORNIA TO PRACTICE CIVIL ENGINEERING AND/OR PROFESSIONAL LAND SURVEYING. SiTE CLEARING I. REMOVE SURFACE DEBRIS. 2. DEMOLISH AND REMOVE CONCRETE, PAVING, AND ETC. IN CONSTRUCTION AREA. 3. CLEAR NEW CONSTRUCTION AREA OF PLANT LIFE AND GRASS, 4. CONFORM TO APPLICABLE CODE FOR DISPOSAL OF DEBRIS. 5. COORDINATE CLEARING WORK WITH UTILITY COMPANIES. PROTECTION I. PROTECT BENCH MARKS, EXISTING STRUCTURES, FENCES, ROADS, SIDEWALKS, PAVING, AND CURBS. 2. PROTECT ABOVE OR BELOW GRADE UTILITIES WHICH ARE TO REMAIN. 3. PROTECT ALL LANDSCAPING AND TREES THAT ARE TO REMAIN. PREPARATION I. IDENTIFY KNOWN BELOW GRADE UTILITIES. POTHOLE TO VERIFY EXISTING UTILITY LOCATIONS AND DEPTHS. CALL UNDERGROUND SERVICES ALERT (U.S.A.) 48 HOURS BEFORE EXCAVATION. STAKE AND FLAG LOCATIONS. ROBERTSON ERiCKSON WILL NOT ACCEPT RESPONSIBILITY FOR THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES. 2. IDENTIFY AND FLAG ALL UTILITIES. 3. MAINTAIN AND PROTECT EXISTING UTILITIES REMAINING WHiCH PASS THROUGH WORK AREA. 4. UPON DISCOVERY OF UNKNOWN UTILITIES OR CONCEALED CONDITIONS, DISCONTINUE AFFECTED WORK; NOTIFY ENGINEER. PAVEMENT SECTIONS 1. ASPHALT CONCRETE SHALL BE TYPE B (1/2"MAX) WITH FOG SEAL OVER CLASS 2 AGGREGATE BASE WiTH PRiME COAT. ENGINEERED FILL/NATIVE SHALL BE COMPACTED TO 95% RELATIVE DENSITY. BASED ON THE GEOTECHNICAL REPORTS BY WALLACE KUHL d ASSOCIATES iNIC. DATED JULY 21, 2011. SEE THE SAME REPORT FOR INSTALLATION RECOMMENDATIONS. REFER TO DETAIL ON SHEET C6 FOR LOCATIONS. CONCRETE SECTIONS I. PORTLAND CEMENT CONCRETE SHALL BE AS SHOWN ON THE GEOTECHNICAL REPORTS BY WALLACE KUHL d ASSOCIATES INC. DATED JULY 21, 2011. SEE THE SAME REPORT FOR INSTALLATION RECOMMENDATIONS. REFER TO SHEET C5 FOR LOCATIONS. SANITARY SEWER SYSTEM I. SANITARY SEWER PiPE SHALL BE PVC SDR -35, RATED FOR H2O LOADING AS DETERMINED BY THE DEPARTMENT OF TRANSPORTATION. 2. MANHOLES SHALL RATED FOR H-20 LOADING AS DETERMINED BY THE D.O.T. STORM DRAINSYSTEM I. STORM DRAIN PIPESSHALL BE CLASS 4 RCP OR AN APPROVED EQUIVALENT. PIPES SHALL BE RATED FOR H-20 LOADING AS DETERMINED BY THE DEPARTMENT OF TRANSPORTATION (D.O.T.). 2. AREA DRAINS SHALL BE COOK CONCRETE PRODUCTS OR AN APPROVED EQUIVALENT, AND RATED FOR H-20 LOADING AS DETERMINED BY THE D.O.T. WATER MAiN SYSTEM NOTES: I. DOMESTIC WATER MAINS SHALL BE POLYVINYL CHLORIDE PiPE (PVC) AWWA C-900 CLASS 150 FIRE WATER MAINS SHALL BE POLYVINYL CHLORIDE PIPE (PVC) C-900 CLASS 200 2. MATERIALS i A. POLYVINYL CHLORIDE PIPE (PVC) SHALL BE OF TYPE IN ACCORDANCE WITH AWWA C900 STANDARDS. B. DUCTILE IRON PIPE AND FITTINGS (D.I.) SHALL BE OF TYPE IN ACCORDANCE WiTH AWWA C151. 4" AND SMALLER SHALL BE CLASS 51. 6" AND LARGER SHALL BE CLASS 50. PIPE AND FITTINGS SHALL BE FLANGED AND FLANGE GASKETS SHALL BE A 1/8" THICK RED RUBBER RiNG SUITABLE FOR USE WiTH POTABLE WATER SYSTEMS. 3. IN AREAS WHERE THE WATER MAINS INTERSECT OTHER SERVICES, THE WATER MAiNS SHALL BE INSTALLED SO THAT THE WATER MAINS CROSS ABOVE THE OTHER SERVICES. WHERE THE INTERSECTION OF THE WATER MAINS AND OTHER SERVICES CONFLICT, GRAVITY SYSTEMS SHALL HAVE CONTROL OVER PRESSURE SYSTEMS. 4. STANDARD MINIMUM COVER IS 36". IF MINIMUM COVER CAN NOT BE PROVIDED COVER AS SHOWN ON DETAIL 4 SHEET C5. CONTACT ENGINEER PRIOR TO BACK FiLL. 5. ALL WATER MAIN LENGTHS ARE APPROXIMATE AND THE CONTRACTOR HAS THE RESPONSIBILITY TO VERIFY THE EXACT LENGTH OF ALL WATER MAINS AND THE LOCATIONS OF FITTINGS. 6. CONTRACTOR TO FURNISH ALL TEES, VALVES, ELBOWS, MECHANICAL JOiNT RESTRAINTS d THRUST BLOCKS AS NECESSARY TO INSTALL THE WATER d FIRE SERVICE MAiNI. 7. MECHANICAL JOiNT RESTRAINTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS d SPECIFICATIONS BY EBBA IRON INC. OR APPROVED EQUAL. IR QUALITY NOTES: A. WATER ALL ACTIVE CONSTRUCTION AREAS AT LEAST TWiCE DAiLY. THE FREQUENCY SHOULD BE BE BASED ON THE TYPE OF OPERATION, SOiL CONDITIONS, AND WIND EXPOSURE. B. IF NECESSARY, APPLY CHEMICAL SOIL STABILIZERS TO INACTIVE CONSTRUCTION AREAS (DISTURBED AREAS THAT ARE UNUSED FOR AT LEAST FOUR CONSECUTIVE DAYS) TO CONTROL DUST EMISSIONS. DUST EMISSIONS SHOULD BE CONTROLLED AT THE SITE FOR BOTH ACTIVE AND INACTIVE CONSTRUCTION AREAS THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD, INCLUDING HOLIDAYS. C. I IMIT VEHICLE SPEEDS TO 15 MPH ON UNPAVED ROADS D. SUSPEND LAND CLEARING, GRADING, EARTH MOVING, OR EXCAVATION ACTIVITIES WHEN WIND SPEEDS EXCEED 20 MPH. E. 1F APPLICABLE, APPLY NON-TOXIC BINDERS (E.G. LATEX ACRYLIC COPOLYMER) TO EXPOSED AREAS AFTER CUT AND FiLL OPERATION AND HYDROSEED THE AREA F. PLANT VEGETATIVE GROUND COVER IN DISTURBED AREAS AS SOON AS POSSIBLE. G. COVER INACTIVE STORAGE AREAS. H. PROJECT APPLICANT SHALL CONSULT WITH THE BUTTE COUNTY AIR QUALITY MANAGEMENT DISTRICT ABOUT THE APPLICATION OF A PAVED (OR DUST PALLIATIVE TREATED) APRON ONTO THE PROJECT SITE. 1. SWEEP PAVED STREETS ADJACENT TO THE SITE WHERE ViSIBLE SILT OR MUD DEPOSITS HAVE ACCUMULATED DUE TO CONSTRUCTION ACTIVITIES. J. POST A PUBLICLY VISIBLE SIGN AT THE CONSTRUCTION SiTE WiTH THE NAME AND TELEPHONE NUMBER OF THE PERSON TO CONTACT REGARDING DUST COMPLAINTS. THIS PERSON SHALL RESPOND AND TAKE CORRECTIVE ACTION WITHIN 24 HOURS. THE TELEPHONE NUMBER OF THE BCAQMD SHALL ALSO BE VISIBLE TO ENSURE COMPLIANCE WITH BCAQMD RULES 201 AND 207 (NUISANCE AND FUGITIVE DUST EMISSIONS). K. PRIOR TO FINAL OCCUPANCY, THE APPLICANT SHALL DEMONSTRATE THAT ALL GROUND SURFACES ARE TREATED SUFFICIENTLY TO MINIMIZE FUGITIVE DUST EMISSIONS. FUGITIVE DUST EMISSIONS ARE CONSIDERED DUST CLOUDS CAUSED BY WIND, TRAFFIC, OR OTHER DISTURBANCES TO EXPOSED GROUND SURFACES. STORM WATER POLLUTION PLAN: A. REFER TO THE STORM WATER POLLUTION PLAN FOR THISSITE. WDID# 5R04C361583 B. DOCUMENTS KEPT ONSITE AT THE SUNWEST MILLING OFFICES OR JOB TRAILER. NOTE: THE PROPOSED STRUCTURE 15 LOCATED IN THE SHADED ZONE X FLOOD AREA DEFINED AS "OTHER FLOOD AREAS" INDICATED ON THE CURRENT FEMA FLOOD INSURANCE RATE MAP (FIRM) AND MAY BE SUBJECT TO FLOODING. ABBREVIATIONS A.B. AGGREGATE BASE A.C. ASPHALT CONCRETE ACP ASBESTOS CONCRETE PIPE AD AREA DRAIN BFP BACK FLOW PREVENTER BL BREAK LINE CMP CORRUGATED METAL PIPE CO CLEAN OUT CONIC. CONCRETE Dl DROP INLET D/W DRIVEWAY E ELECTRIC EP EDGE OF PAVEMENT EX EXISTING FDC FIRE DEPT. CONNECTION FF FINISH FLOOR FH FIRE HYDRANT FL FLOW LINE FS FINISHED SURFACE G GAS gb GRADE BREAK GM GAS METER GR GRATE ELEVATION HDPE HIGH DENSITY POLYETHYLENE iCV IRRIGATION CONTROL VALVE ID INSIDE DIAMETER INV INVERT OF PiPE iRG. IRRIGATION LF LINEAR FEET LOC LOCATIO L/S LANDSCA MB MAILBOX (N) NEW NTS NOT TO SCALE OHE OVERHEAD ELECTRIC 0 OLIVE TREE P PINE TREE PL PROPERTY LiNE P1V POST INDICATOR VALVE PP POWER POLE PVC POLYVINYL CHLORIDE PUE PUBLIC UTILITY EASEMENT RCP REINFORCED CONCRETE PIPE RPP REDUCED PRESSURE PRINCIPLE RWL RAIN WATER LEADER SBC SOUTHWEST BELL CORPORATION SD STORM DRAIN SDMH STORM DRAIN MANHOLE SF SQUARE FEET SS SANITARY SEWER 5SCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE S/W SIDEWALK T TREE TC TOP OF CURB TP TELEPHONE POLE TBM TEMPORARY BENCH MARK TS TRAFFIC SIGNAL TSB TRAFFIC SIGNAL BOX TSP TRAFFIC SIGNAL POLE TYP. TYPICAL W WATER LEGEND • BOLLARD G EXISTING UNDERGROUND GAS ❑ ELECTRIC BOX EBOX w EXISTING UNDERGROUND WATER 0HE EXISTING OVERHEAD ELECTRIC 2�- ELEVATION CONTOUR LINE u, ATT EXISTING UNDERGROUND ATT 0, FIRE HYDRANT SS EXISTING SEWER MAiN SiGN SD EXISTING STORM DRAIN 3� YARD LIGHT FW EXISTING UNDERGROUND FIRE WATER D EXISTING UNDERGROUND DATA 0 STORM DRAIN AREA DRAIN UJ EXISTING EDGE OF PAVEMENT (EP) N 0 W PROPERTY LINE 0 WATER VALVE v �c1 v - - - EASEMENT LINE ❑ WATER METER X EXISTING FENCE LINE D4 IRRIGATION CONTROL VALVE (N)SI)-- NEW STORM DRAiN LINE ^ i X V <N)SS NEW SANITARY SEWER LINE 0 EX. TREE W _ (N)E NEW ELECTRIC CONDIUT z_ (N)G NEW GAS LINE L (N)FW - NEW FIRE WATER LiNE INDEX OF SHEETS W 00 v0 (N)W NEW WATER LINE Cl TiTLE SHEET (N)D NEW UNDERGROUND DATA C2 EXISTING TOPOGRAPHY NEATCUT LINE C3 DEMOLITION PLAN J C4 GRADING PLAN o C5 UTILITY PLAN C6 PAVING d DIMENSION PLAN Cl DETAIL SHEET C8 DETAIL SHEET C9 SWPPP PLAN llu� r✓ c_ ko1�s RY -rte D O Lu 4 m 0 i c Qg 9TR0 OG N 6a�N-Ion Z In 5UNUJE5T =n MILLING C� 13 v_ ACC Vs BIGGS, CA. VICINITY MAP N.T.S. 10-679 C z� tJ � U)o� U z v W u, zWa 0, awe 0 rn zw� 0 00 aW E ��J UJ L :30)00 N 0 W f p L1 1 v �c1 v a) o c fn ,. M Ln O LA ^ i X V 0 W N��Lv W _ r- z_ �NUoo L 00 m o00 �' W 00 v0 0 E 1 J 0 o m Ln rr U U JCM 3/15/12 1 of 9 z� U)o� z axz zWa awe zw� 0 aW JCM 3/15/12 1 of 9 STOCKPILE AREA ,YI. ' ....11 y ,: t 11 I t`, DEMO. t \ r ., EX. ASPHALT ' - ? I *1 , t t ,� . c t % 11 SEE OFFSITE ` i .,. 4 I x 3. .. t ! L�� s ,.,.. �„ .. i .,i t % P ANS ,,... ; t : L. 1. ,,, r.. Y "'t ! � t t L. % �Ik , { �N 1.t t ,, 11 : `,� ,. .: v . (..� .. .. DEMO. , ; t' { a3 .. q" 1 t 4 ! % % 1�11 , , q , - _, r„ .,... DRIVEWAY ,s f1. t D MO. E CURB,..GUTTER , _„. ABANDON 3 i • > :. �.: ; y EX. ASPHALT4 r' iv �r 1 �: I.,,,:,i.1�1 WAT R , ... E \ , q_ I 1. SERVICE i% it r. % : 11 "I II- 11LATERAL11 11,, �..: ; J ` : ¢... x ,:.: %, :, t, N%1 .�. 'a .cs x. ”"^\ ,. s.. �. Y 0 , - t .i t 5� .t l :: .v \\ �* v it ` z e tt.. L. .: . .:> xx \�,. « '\\\ \\ CURB %l', y t _ , \\\ �. 1 �, t `:., , ��Z�� .,�..:..:' C.:.. ... \ \\-` C. t.� , f :3 ,. +. ' It i " " 11' 't :\.. \ \ .,.,..DEMO, .... ; t t t \ \\ \�\� MO. ,t i ' � i' :` \ .' \ \\\\\\\\\ �, C DEMO. CONC. ,,t /, � \ Y \ \\\\\\\\ I \ �' ..� :, , ,, .- y; `�`� \ \ \ .. ,: ..! � \ DEMO. DEN10 `t 4^ ...". \ .\ _. I.i \_: \'\ .. _ \ \ \\\ \\ PAVEMENT \\\\ ..\ :, s. t . \ \\ \\ q DEMO \ �� % %, a \.� \ \ \ N :............. .. PORTIO i " � — � \\\ \\ = g.:. _„ �, 1 \ F'� \ OF BLDG. it yt tl� �y t'= \ \ \f'J11 L% \I " , � / E CURB w� : � t..::... %\ 2 A`\SFV v EX � MP L, ,,. 3 ,... � GUTTER ` \ PU ?% —: ,t t ,t11 I SEQUENCING FOR FIRE PUMP RELOCATION 1. install the relocated fire line up to the new pump slab and discharge lines out of the pump house, Install the new city supply hydrants and FDC on the new fire line, lay all pipes to the tie in points for the existing yard fire hydrants. The existing fire pump house fire lines are stili In service at this point. 2. Run all conduits that are needed at the new pump house. 3. Pour the concrete slabs and footings at the new pump house. 4. Install the temporary bypass piping within the pump house, above the slab with temporary check valves. 5. INSTALL ALL SWITCH GEAR and wiring into the new pump house. 6. Tle into the existing fire line supply and yard fire line. At this point, the existing fire pump is off line and the existing yard hydrants and sprinkler systems are supplied with city water pressure only. This is the point where we have 30 days to get the pumps back in place service. Fire watch begins at this point as well. 7. Relocate the existing pump house building structure. S. Relocate the existing fire pump and Install the piping and valves needed for the relocated fire PUMP. 9. Hook up the electric to the fire pump and controllers. 10. Test the fire pump, certify the pump curves and place the system back in service. End of the 30 day window. ii. As soon as the steel beams and purlins have been Installed, Install the upsized two risers, bulk pipe and seismic joints that feed the existing building sprinkler systems. Place those systems back in service. Fire watch ends once these systems are back In service. (Note- the 30 day window was not for these two systems to be placed back in service but fire watch must continue until they are back in service). 12. Coordinate relocation timing with owner. NOTE. CONTRACTOP TO GET ENCROACHMENT PERMIT FOR UJOP< DONE IN THE CITY OF BIGG5 RIGHT OF WAY ON BANNOCK STREET. NOTE: REROUTE ALL UTILITIES AS NECESSARY TO ACCOMODATE PROJECT. COORDINATE WiTH OWNER 4 SERVICE PROVIDERS. 0 %\ BLDG. DEMO. EX. FiRE r„ �.,: ,: \ _, _ : " DEMO. \ \ WATER:".! ` TR',' r \ \ ... 3 Itt .�._. t t i t t k ,,. ti.. .,� - i i E i [i\,� `� ?r.:f Fy /. /� s" .�. t �, - i :.a ) n i� .t t ,... _ \ " ,�.: "F.. Vii: y..c i �,a ''e T :. ri \\ll1-1 ;' DEMO , '.. ;; _ „ tt I AllDEMO. ' %;t DEMO. PORTION OF EX. ' �� i i t ! ;: a ? o ;� J ✓ i ' ; WATER MAIN. \ DEMO. \ it �, v,� ;v ♦ i ,; ,i CONSTRUCT BLIND \ ; x\ CURB \,l fi r .,...i:,. , i ; i t ?�'t,� �R FLANGE ON TEE AT \ \ \ / "� t , MAIN 1N STREET. ``j \ F` 3 h t ` , a ':t it 't < P 3 'r =a t `` : £:'%�� �� 4 i .:i 't ,`ii i t t t ..,, COORDINATE W/ CITY \F� DEMO EX.'"ELECTRIC . ,- '� ° t:, t t t `'' OF BIGGs DEMO.1. \ ,, / CONDUITS BOXES_/ _. 11 N. i t, V r t `'`t %`i't t i txy'. . / D MO. F \%% , DEMOV-11\ \ ` z:.. n \� ° \Fr ;, % 11\11 t%� 11 E E PV I ,. .,..,, . , iii :n Ira, ''y \ ,� y3z '•i't t t 11 DEMO. \DEMO.� '' \ `f lit { >< i --1 \ \ DEMO. �(U '' , i t DEMO. PORTION OF EX. x z\,. .: ':..i. '. `; .t \ \ GAS MAIN. COORDINATE \ \1. t :. ` W/ PGE 11 \ \ o 0 b,I.%11 11 I '� :; : d, ...... � ""... , 11 � % .1. ..-� � k� I ,,,, \ %,%.,%; %�','' I 11 V I i % \ -\ \ -0 £ 3 0 C aA o i ,t '. .Y% , , O .. \a t % o: ::. ..K, , _., .. .— : ..11 t :x M g \, ... "!!: -i� D O.11 11 t. RELOCATE :."" E 1. ;t a EL:k �,. 'i .t • 't �y % «. >,,.. \ b SEE `SHEET C5 c >".:. V ,, j i w ,. ' `t - i �� �i ��t:x �: ,� i L ii 1.P ,,e. t y K ,l ` ? i PORTION OF EX. WATER: ' , ' \ "'';I \ ; t , , 3 N ( t i i 't � tt >t'`;` MAIN TO REMAIN �, \ fi 4..� 2 t _'- , � '' '\ `�. > c.._ jy% � 't i � i• i . 4 t i t A. 4 K . t r ,, l x ,- it� 11 k , �!. 't t 1x ,� ; t \ ;! .... ,, i,. t ,`' .. I 1.t 11 r '""" `!.`si �.b " .:S ' z'. it ;.'it t t ti ,`� t +� ?11 `r' /% y Z 'i : t'`y ` \ ! : ; i i c DEMO. PORTION OF EX. \ FENCE \ L- it , : x i . r: > 3 H t �t1 �t 'i I \ x K: �� 't t t :r: 1... Sit ; \. ", y � ct \ i. y\ , ��. , ,A% t itt t >< !% t ;t, 1 `'t tL �. ,,�, \ t ,its h t .ti t. 11 , t % % '\ , , €'. } / .... y 'y \.11 K :wv „a'- t i f ;\ `t `' �,,,:'--;' `� ' iii - y` ,.. �" f 3" Gt \ t,. 't ,, V , 11 `i? ; 4'. .,I I� :i %i i. ;'.t tI 11 x r, C ,a % % .� '.a"N i I. p' "." t.'h �.> t i,%' \ y a t\sa i % K r: , ." .. t , .. "." `. % •c :, 'a' , —."." 1 .::::.::,.: t t't f. ,x,„,, ' tt . 11�5 : .: , ` ':5, F , ..f C (0 s- a , ..•" � � `. , a i a ,.. . VW 1. 11i 3 LM ,-t ,v 11 , U_ t ,'a • i i t 'f; W V 0 i ! V, � rn ca ` W0 x i; r 0 ;`fin +d i G?: i ! ! ty .• i �O !,. $F �, x•;}i PORTION OF EX. GAS y`: I ` r- i X �k ' ?` f '` � Aa, MAIN TO REMAIN :, ': ' t 'S fi iv�ol�a) ., � .:x ; , t;t f . W c �0 c o . 2 . Ln 0 0 O M N Z C t y . o CIU W `'i 00 'i iy 1. i "t l rF ,, , _ ; % M Ln , I •i �` : :lit �� ' 'U� z %., i .. % i % ``. t11 ,--, `t % <1. y i 11 I y` `tt :. 't t ,t "� s �'� v �� ,, ,H ,'t I 11t ,t % '� it 1 t ,a'j i t 4 % 11 , s • it, `,t`t t .; ': ti' §t i i ?t i t. i t i %^�A. i 11 t ,y t t't f. ,x,„,, ' tt . 11�5 : .: , ` ':5, F , ..f C (0 r-1 11 U) VW LM Ln U_ 0) 00 • r[`� ■ li.� W V 0 V, � rn ca W0 0 LnI. O) O i r- (fl �O T M O � I r r- i X 11 W iv�ol�a) U) W c �0 c o Z[ 2 . Ln 0 0 O M N Z u0) o CIU W 00 J 0 O > M Ln 4-,, J' j' ` 10-67 � .,. R JCbt 3/15/12 3 of 9 UTILITY CONSTPUCTION NOTES 1 INSTALL 2 -WAY 55 CLEANOUT. WITH LiD TO GRADE. SEE PLUMBING PLANS. 2 INSTALL 4"cP 55 LATERAL 2% MiNI. SLOPE TO CONNECT TO CITY SEWER MAiN.. SEE CITY STD. DETAIL 101 SHEET Cl FOR TRENCH 4 PAVEMENT REPLACEMENT DETAILS. CONNECT TO MAIN WITH "SEALTITE" TEE OR WYE. COORDINATE W/ CITY FOR CONNECTION TO CITY SEWER MAiN. SEE OFFSITE PLANS. 3 INSTALL TRAFFIC RATED 18" AREA DRAIN. SEE I/CS FOR DETAILS. 4 INSTALL SD PIPE. SEE THIS SHEET FOR SCHEDULE. ENCASE ALL PIPES iN LEAN CONCRETE MIX. SEE SHEET Cl DETAIL I. SEE ALSO SHEET C7 DETAIL 2 FOR WATER/SD CROSSING, 5 INSTALL 2"(P SCHEDULE 40 PVC PRESSURE PIPE. 16" MiN, PiPE COVER, CONCRETE SLURRY BACKFILL FOR ANY DEPTH LESS THAN 24". 6 INSTALL SD LIFT VAULT. SEE SHEET C8 DETAIL 2 7 INSTALL 6"O PVC RAIN WATER LEADER. l% MIN. SLOPE 12" MiN. COVER FROM ALL NEW DOWNSPOUTS TO AREA DRAIN. 8 INSTALL 8"0 FIRE WATER LINE FROM EX. FIRE WATER LiNE TO RELOCATED PUMP THEN TO EX 8" FIRE WATER MAIN. SEE CITY STD. DETAIL 101 SHEET C7 FOR TRENCH DETAILS. PROVIDE TAPS, VALVES, ELBOWS, FITTINGS $ THRUST BLOCKS A5 NECESSARY, 9 INSTALL P1V 4 SiNGLE CHECK VALVE 1N BOX PER CiTY STD. DETAIL 302 SHEET C7. INSTALL PIPE BOLLARDS. SEE FIRE PROTECTION PLANS FOR DETAILS. 10 INSTALL FIRE HYDRANT WiTH ALL NECESSARY TEES, VALVES $ THRUST BLOCKS PER CiTY STD. DETAIL 30 SHEET Cl INSTALL PiPE BOLLARDS, SEE FIRE PROTECTION PLANS FOR DETAILS. Il INSTALL 8"0 WATER LINE (48" MIN. COVER ONSITE) FROM MAiN 1N STREET TO EX ONSITE 8" WATER MAiN FOR RELOCATION OF WATER MAIN TO ACCOMMODATE BUILDING EXPANSION. SEE CiTY STD. DETAIL 101 SHEET C7 FOR TRENCH DETAILS. COORDINATE W/ CITY WATER DEPARTMENT 8 OWNER FOR CONNECTIONS. 12 INSTALL 6"(P GAS MAIN FROM EX. MAIN TO EX. MAIN FOR RELOCATION OF GAS MAiN. ALL CONNECTIONS BY PGE. REFER TO PGE PLANS. 13 RELOCATE PROPANE TANK AS SHOWN. COORDINATE W/ OWNER FOR DETAILS. VERIFY ALL SETBACKS PER APPLICABLE CODES. 14 INSTALL POLE LIGHT. SEE ARCHITECTURAL & ELECTRICAL PLANS FOR DETAILS. 15 DEMO. PORTION OF EX. 8"0 WATER LiNE. COORDINATE W/ CiTY WATER DEPARTMENT FOR TIE (CUT) OFF, 16 INSTALL FIRE DEPARTMENT CONNECTION, INSTALL PiPE BOLLARDS. SEE FIRE PROTECTION PLANS FOR DETAILS. 17 CONDUIT 4 BOX BY BIGGS-GRIDLEY ELECTRIC. 18 INSTALL (4)- 4" CONDUIT W/(3) 1/0 COPPER 15KV CABLE TYPE XLP 133% INSULATION MV -105 1N EACH $ (2) 4" CONDUIT SPARE. SEE ELECTRICAL PLANS. 19 INSTALL PULL BOX AT GRADE. o 20 INSTALL (2)- 4" CONDUIT W/(3) 1/0 COPPER 15KV CABLE TYPE XLP 133% INSULATION MV -105 IN EACH. 21 INSTALL (2)- 4" CONDUIT W/(4) 500 MCM CU, $ 3/0 CU, GND. IN EACH. 22 INSTALL (0- 2 CONDUIT FOR DATA. INSTALL PULL BOX $ CONNECT TO EXISTING DATA CONDUIT. 23 ELECTRICAL TRENCH BELOW STORM DRAIN PIPE. 24 WATER LiNE BELOW STORM DRAIN PIPE. 25 CONTRACTOR TO VERIFY DEPTH OF WATER MAIN $ GAS MAIN PRIOR TO EARTHWORK OPERATIONS. STORM DRAIN SCHEDULE 5D# SIZE L.F. SLOPE TYPE 1 12" 123 0.16% CL IV RCP 2 12" 64 0.16% CL IV RCP 3 12" 59 0.17% CL IV RCP 4 12" 89 0.17% CL IV RCP 5 12" 67 0.22% CL IV RCP 6 12" 72 0.42% CL IV RCP 7 12" 96 0.31% CL IV RCP FMI 2" 148 NA SCH. 40 PVC TABLES ARE CONSIDERED APPROXIMATE. CONTRACTOR TO VERIFY ACTUAL VALUES OF TABLES NOTE: TIE NEW ROOF AREA DRAINAGE DOWNSPOUTS TO NEW STORM DRAIN PIPES THAT ULTIMATELY DRAiN TO THE DETENTION BASIN. COORDINATE ALL FIRE WATER FACILITIES WITH THE FIRE PROTECTION COMPANY. SEQUENCING FOR FIRE PUMP RELOCATION 1. install the relocated fire line up to the new pump slab and discharge lines out of the pump house, install the new city supply hydrants and FDC on the new fire line, lay all pipes to the tie in points for the existing yard fire hydrants. The existing fire pump house fire lines are still In service at this point. 2. Run all conduits that are needed at the new pump house. 3. Pour the concrete slabs and footings at the new pump house. 4. Install the temporary bypass piping within the pump house, above the slab with temporary check valves. 5. INSTALL ALL SWITCH GEAR and wiring into the new pump house. 6. Tie Into the existing fire line supply and yard fire line. At this point, the existing fire pump is off line and the existing yard hydrants and sprinkler systems are supplied with city water pressure only. This is the point where we have 30 days to get the pumps back in place service. Fire watch begins at this point as well. 1. Relocate the existing pump house building structure. 8. Relocate the existing fire pump and install the piping and valves needed for the relocated fire pump. 9. Hook up the electric to the fire pump and controllers. 10. Test the fire pump, certify the pump curves and place the system back in service. End of the 30 day window. 11. As soon as the steel beams and purlins have been installed, Install the upsized two risers, bulk pipe and seismic ,joints that feed the existing building sprinkler systems. Place those systems back in service. Fire watch ends once these systems are back in service. (Note- the 30 day window was not for these two systems to be placed back In service but fire watch must continue until they are back in service). 12. Coordinate relocation timing with owner. EXISTING DAT CONDUIT SEE OFFSITE PLANS FOR DETAILS. SEE ELECTRICAL PLANS FOR....... . ALL ELECTRICAL FACILITIES. s 22 x EX° 8" FIRE W. C MAIN TO BE ABANDONED c � CUT IN 8" FL DI ELBOW m / (N) 8" FIRE 10 W. MAIN MAIN W REMAIN FRE WATER CONNECTION DETAIL I , i 2 14 EX° 8" FIRE W. C MAIN TO BE ABANDONED � CUT IN 8" FL DI ELBOW m EX° 8" (N) 8" FIRE FIPE �O W. MAIN MAIN W REMAIN FRE WATER CONNECTION DETAIL I EX. 8" FIRE "' MAIN TO REMAIN (N) 8" W° MAIn NTS CUT IN 8" FL DI ELBOW �---- EX. 8" FIRE W. MAIN TO BE ABANDONED FIRE WATER CONNECTION DETAIL 2 NT5 (N,f K I 2 X/ (N'F 90.50 RI 87.0 INV 1 E5 8420 N IN 3 SEE ARCHITECTURAL PLANS FOR PUMP 92BUILDING DETAILS d FIRE PROTECTION 15 PLANS FOR ALL FIRE PUMP FACILITIES. r Gi (NSF RZ IV \ 6 8780 GR "{ \ 23 2 ` c \ „ r � 5 z \ 2 =� Z z \ 10 14 off C, off IE7 CONNE9EXISTIN Z � V 2 \ 3 91.10 GR R�< 88.80 INV 7 W` V 23 3 IS 141, 3(N) 3(N) r \ 3 9020 GR z 88.45 INV N)E WE — (N)E :r r CN) a 2 Z (N � i CN> V / e / (N' 88b5 INV\, o 13 r` a: SEE DETAIL 19 RELOCATED ,t TRANSFORMER W/ NEW PAD SEE ELECTRICAL PLANS (N)e2 i Al .A (N,E / 21 SEE DETAIL 2 CONNECT TO '` SHEET C7IV EXISTING CONDUIT C ti m 0: r" W :t , i 2 11) Ln . Ln tt t Z D 00 tt`t; W 0 i N ��o 2 � U) , C)) o v c fr, U �(� Ln F Ln o r Z t � L X u_ o W N 4= LL CJ W _ +_ o N u C 0 43 Z 0 Ln 2 00 Orn L 00 1 o Q W00 i U 12 -0 J \ 0 0> M Ln (N,f K I 2 X/ (N'F 90.50 RI 87.0 INV 1 E5 8420 N IN 3 SEE ARCHITECTURAL PLANS FOR PUMP 92BUILDING DETAILS d FIRE PROTECTION 15 PLANS FOR ALL FIRE PUMP FACILITIES. r Gi (NSF RZ IV \ 6 8780 GR "{ \ 23 2 ` c \ „ r � 5 z \ 2 =� Z z \ 10 14 off C, off IE7 CONNE9EXISTIN Z � V 2 \ 3 91.10 GR R�< 88.80 INV 7 W` V 23 3 IS 141, 3(N) 3(N) r \ 3 9020 GR z 88.45 INV N)E WE — (N)E :r r CN) a 2 Z (N � i CN> V / e / (N' 88b5 INV\, o 13 r` a: SEE DETAIL 19 RELOCATED ,t TRANSFORMER W/ NEW PAD SEE ELECTRICAL PLANS (N)e2 i Al .A (N,E / 21 SEE DETAIL 2 CONNECT TO '` SHEET C7IV EXISTING CONDUIT sa t i S ti. i x 4 a 1? U 10-679 JCM 1 3/15/12 5 of 9 C ti m 0: r" W :t , i tt 11) Ln Ln tt t D 00 tt`t; W 0 i N ��o W O U) , C)) o v c fr, U �(� Ln F Ln o r t � L X u_ o W N 4= LL CJ W _ +_ o N u C 0 43 Z 0 Ln 00 Orn L 00 1 o Q W00 U -0 J 0 0> M Ln r sa t i S ti. i x 4 a 1? U 10-679 JCM 1 3/15/12 5 of 9 :t , i s t t � t sa t i S ti. i x 4 a 1? U 10-679 JCM 1 3/15/12 5 of 9 (MIN. 10" CL 2 AGGR. BASE 95X COMP.) (MIN. 3- TYPE 'B" AC.) SEE NOTE 6(3' MIN. TYPE 'B' AC.) 5"MIN. -- I h- ~_�� (MIN. 10' CL 2 AM. BASE 95X COMP.) 4" AC OVER 23" 4' AC OVER 23" AB PER THE BACKFILL SHALL BE A AB PER THE GEOTECH REPORT WASHED SAND OR HAVE MIN. S.E. OF 20 AND 95X GEOTECH REPORT COMP. OR AS DIRECTED BY ENGINEER. 12'MIN. BEDDING SAND k 95X CDMP. - 12'MIN. 3'MIN. (100X RALSSING 3/4" SIEVE, O 3"MIN. NOT MORE THAN 5% PASSING Y .. • :e 200 SIEVE) O.D.+1' O.D.+1' I �" r I TYPE "A" TYPE "B" IMPROVED ASPHALTIC CONCRETE IMPROVED ARMOR COAT OR PLANT- MIX CONCRETE OR SEAL COAT STREETS TART F 1 TYPE LOCATION BACKFILL & RESTORATION 2. AREAS GIVEN ARE FOR CLASS 150 PIPE AT TEST PRESSURE OF 150 COMP. TYPE D-1 WITHIN 5' STRUCTURE 10" CL 3 J. EP. 95X A.B. D-2 GREATER THAN SELECT SOIL 1.5' MIN. 1 3' TO E.P. 90% SELECT SOIL D-(� SIDEWALK STRUCTURE 4" P.C.C. OR EQUAL TO EXIST. 7 4 95X WHICHEVER IS GREATER (PLACE TYPE 'B' A.C. IF AREAS PAVEMENT HAS AN A.C. OVERLAY) SEE NOTE 6 6'MIN. }---) (B' MIN. CMA' P.C.C.) (10' MIN. CL 3 AGGR. RCF OR 1.5' MIN.SELECT SOIL AS DIRECTED BY ENGINEER) PLACE 1' NATIVE MATEROAL BACKFILL SHALL BE A FOR TEMPORARY TRENCH WASHED SAND OR HAVE REPLACEMENT AND THEN MIN, S.E.OF 20 AND 95X REMOVE 6' AT TIME OF COMP. OR AS DIRECTED BY SEE TABLE I PERMANENT PAVING (95X ENGINEER. COMPACTION REOUM) - BEDDING SAND do 95X CdMP. - - 12'MIN. (100% RASSING 3/4' SIEVE, 12�IIN. NOT MORE THAN 5X PASSING 3'MIN. • 200 SIEVE) : 0 3'MIN. O.D.+1' TYPE "C" TYPE "D" PORTLAND CEMENT UNIMPROVED STREETS NOTES: CONCRETE STREETS ALLEYS OR EASEMENTS 1. TYPE "A" & "C" TRENCHES REQUIRE (2) TWO CUTS; FIRST CUT INITIAL TRENCH WIDTH THEN 30 DAYS AFTER WORK FITS BEEN ES. COMPLETED SECOND CUT 8' WIDER BOTH SID 2. TYPE AEM ' & "C' TRENCHES REQUIRE PLACEMENT AND MAINTENANCE OF TEMPORARY PAVEMENT (SC -800 COLD MIX) FOR A MINIMUM OF 30 DAYS PRIOR TO PERMANENT PAVING. 3. STRUCTURAL THICKNESS SHOWN ARE MINIMUM ALLOWABLE OVER THICKNESS OF STRUCTURAL. SECTIONS MAY BE REQUIRED BY CRY ENGINEER IF EXISEWG STRUCTURAL SECTION EXCEEDS THESE MINIMUMS. 4. ALL TRENCH WORK 5' AND DEEPER SHALL HAVE APPROVED SHORING, ALL IN ACCORDANCE WEEN CRY TECHNICAL SPECIFICATIONS SECTION 13 "TRENCHING OPERATIONS'. 5. NATIVE MATERAL MUST BE SUITABLE TO OBTAIN THE 95% COMPACTION REQUIRED. 6. PAVING SURFACE AT TRENCH JOINTS SHALL BE SEALED WITH ASPHALT EMULSION 4' EACH SIDE OF JOINT AFTER FINAL COMPACTION OF ASPHALT CONCRETE SEALANT SHALL BE SANDED AS NECESSARY TO PREVENT TRAFFIC PICKUP. 7. PERMITTEE IS REQUIRED TO NOTIFY DEPT. OF PUBLIC WORKS, 866-5493, 24 HOURS PRIOR TO AN THE CEASING OF Y CITY OF BMS STREET. CITY OF BIG( STANDARD C BACKFILL & TRENCH 5/03 UPDATE NOTES do BEDDING DLL 101 RESTORATIONDASD L SWARrz, P.E - DATE REVISIONS BY APPROVED R/W - UNLESS OTHERWISE APPROVED BY CITY B'MIN. B"MIN. O 0 O O O 1� IN OUT FF O 0 Ci Ir O O �n 0 O O CHECK VALVE - (SWING TYPE) MUELLER 2600 OR KENNEDY 106 3/4' CATS 3/4` CHECK OR A.W.WA APPROVED EQUAL � \ VALVE VALVE IN OUT 3/4" S.R. ROCKWELL METER PLAN VIEW BROOKS NO. 66T MARKED 'WATER- (OR CITY APPROVED EQUAL) 1' MIN. 1' MIN. O O O BYPASS LANE O EITHER GALV. gRON OR COPPER O o O END VIEW CITY OF BIGGS STANDARD DETAIL TYPICAL FIRE SERVICE 302 CHECK VALVE DETAIL 1/97 DAVID L SWARTZ, P.E. CAT& DATE REVISIONS BY APPROVED 141=111= LATERAL SEWER 411 MIN. VARIES (SEE NOTE 3) MIN. III OR SEWER SERVICE III III SEE NOTE 6 y,1; 1 s II BAND SEAL COUPLING SEE NOTE 4 .`f rfjl./-� _- WITH PROPER ADAPTER •:� �st.'fi..r'� {..: - {_�.:.: 111/1 III ���� III OR AS APPROVED III SAND BEDDING, III 90X COMPACTION NEW UTILITY NOTES: 1. INSIDE DIAMETER OF PIPE TO BE THE SAME AS THE PIPE TO WHICH IT CONNECTS. 2. ALTERATIONS OF SEWER GRADES WILL BE PERMITTED ONLY AFTER PERMISSION HAS BEEN RECEIVED FROM THE CITY. 3. WHENEVER THE SPAN OF THE PIPE EXCEEDS 5'-0' REPLACEMENT PROCEDURE AND MATERIAL SHALL BE AS DIRECTED BY THE CITY. 4. MINIMUM CLEARANCE BETWEEN PIPES SHALL BE 1', UNLESS. OTHERWISE APPROVED BY THE ENGINEER. 5. TRIM THE END OF THE SIDE SEWER PIPE TO A CLEAN CUT UNDAMAGED END WITH MECHANICAL PIPE CUTTER. S. EXTRA STRENGTH VITRIFIED CLAY PIPE OR DUCTILE IRON PIPE FOR SANITARY SEWER LINES; FOR STORM DRAIN LINE'S, CONCRETE PIPE OF THE SAME TYPE REMOVED. 7. BAND SEAL COUPLING SHALL HAVE STAINLESS STEEL SHEAR RING. UTILITY CROSSING TYPE OF FITTING 90 BEND 45' BEND 11 1/Y OR 22 1 7 BEND 2. AREAS GIVEN ARE FOR CLASS 150 PIPE AT TEST PRESSURE OF 150 � P.S.I. IN SOIL WITH 2,000 P.S.F. BEARING CAPACITY. INSTALLATIONS _ USING DIFFERENT PIPE, TEST PRESSURES, AND/OR SOIL TYPES SHOULD . ADJUST AREAS ACCORDINGLY, SUBJECT TO APPROVAL OF ENGINEER. J. BLOCKS TO BE POURED AGAINST UNDISTURBED SOIL 119�UIIB • • JOINTS TO BE KEPT CLEAR OF CONCRETE 5• 4" 2 1 1 a a B' 4 2 1 6 0- 7 4 2 W 10" 12 6 3 12" 16 10 5 TYPE OF FITTING TEE OR DEAD END TEE WITH PLUG o W (LONG BEACH MODEL11f� ^III = 1ISIII u on 01 Q C Q NO. 400) � ILII UNDISTURBED O vt fi 4" 2 2 w o e. 3 4 VAR. e' 5 O1 C z 10' a 12 12- 12 16 SLOTTED BURY OA REQUIRED BEARING - TOTAL SQUARE FEET NOTES: 1. THRUST BLACKS TO BE CONSTRUCTED OF CLASS 'B' CONCRETE 2. AREAS GIVEN ARE FOR CLASS 150 PIPE AT TEST PRESSURE OF 150 � P.S.I. IN SOIL WITH 2,000 P.S.F. BEARING CAPACITY. INSTALLATIONS ±BACK USING DIFFERENT PIPE, TEST PRESSURES, AND/OR SOIL TYPES SHOULD VJ ADJUST AREAS ACCORDINGLY, SUBJECT TO APPROVAL OF ENGINEER. J. BLOCKS TO BE POURED AGAINST UNDISTURBED SOIL 4• JOINTS TO BE KEPT CLEAR OF CONCRETE 5• BLOCKS TO BE IN PLACE 7 (SEVEN) DAYS BEFORE TESTING. 6. ALL PLUGS SHALL BE SECURED WITH THRUST BLOCKS. 7, SEE STANDARD DEVIL 304 FOR CROSS THRUST BLOCK. THRUST BLOCKS R SEE 202 FOR SGNDARD CURB AND GUTTER DETAIL I 1/2' • REINFORCING BARS (typ) SEE NOTE 3 / I 5% MAX. CROSS SLOPE I (3) 1/2*0 X 24' SMOOTH DOWELS O 15' O.C. (typ) SEE NOTE 3 5' - 0' 6' FLOW LINE 8" SEE NOTE 7 7yF4/2" •• ONC • •: j R' O 7 SEE NOTE 4 1/4' EXPANSION JOINTS (typ) B 12' 12' .I • ,r' CONORFTF . ! 04 BARS O 12' O.C. - EACH WAY SEE NOTE 3 SECTION A --A SECTION B -B NOTES: 1.) ALL WORK TO BE DONE, AND ALL MATERIALS SUPPLIED, SHALL CONFORM TO THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, DATED JULY 2002. 2.) ALL CONCRETE SHALL BE CLASS 3. 3.) STEEL REINFORCEMENT SHALL CONFORM TO SECTION 52,-RONFORCEMENE', OF THE STANDARD SPECIFICATION. 4.) PROVIDE 6' MIN. CLASS 2 AGGREGATE BASE AT 95X RELATIVE COMPACTION OVER NATIVE SOIL PROCESSED AND COMPACTED TO 95X RELATIVE DENSITY. 5.) BROOM FINISH SHALL BE PARALLEL TO THE DIRECTION OF FLOW. 6.) FLOW UNE ELEVATIONS MUST BE APPROVED BY CITY ENGINEER. VALLEY GUTTER Z 4" AG -11111 1114,�111 CLASS IV RCP CLA55 2 AGG. BASE 15 -CONCRETE BACKFILL SPRINGLINE 6 COMPACTED PIPE BEDDING 95% SHALLOW SD TRENCH 5TOPM DPAIN TAPE DETAIL NTS PAINT - 1 COAT RED PRIMER OVER SOUND METAL h 2 COATS YELLOW PAINT VARIES (SEE PLANS) tE OF 36" SQ. CONC. PAD LONG BEACH IRON WORKS NO. 615 W/(1) 4 1/2' AND (2) 2 1/2' HOSE OUTLET (OR CITY APPROVED EQUAL) i FIRE HYDRANT 11, �1 111 ill I \1 I IIIA Z 4" AC a° CLASS IV RCP 5D 9 ° N IO' WATER IO' CONCRETE BACKFILL ALL AROUND $ 10' EACH SIDE OF WATER MAIN CROSSING 20' PIPE CENTERED UNDER 5TOPM DRAIN 5TOPM DPA1N WATEP MAIN CP0551NG DETAI NTS C 18' 8" OF SIDEWALK 0 � ±BACK VALVE Box VJ � w BROOKS NO. 66T SERIES r CONCRETE 1' BELOW BREAKOFF GROOVEJWKEDWATER' 1�LTOP IBREAK-OFF OF SIDEWALXBREAK-OFFRISER20 1/4' w ,-a 0) � W � 00 CHECK VALVE 11111sll�llls E L_ fV 01 o W (LONG BEACH MODEL11f� ^III = 1ISIII u on 01 Q C Q NO. 400) 1 UNDISTURBED O vt = 8- SPOOL (REQUIRED) EARTH w 36" f i! VAR. N C _ � -r O1 C z 11T LA 00 SLOTTED BURY OA L co 00U O (� (FE X MJ) 111 00 J 6' GATE VALVE THRUST lVl c > m Ln (F X RT) BLACK (DETAIL 303) L UI- 1a 5' WATER AWN a N 4 UNDISTURBED 8' CONCRETE BLOCK THRUST EARTH OR ROCK SLAB BLOCK (DETAIL 303) NOTE: BLUE REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED 6' FROM CENTERLINE STRIPE ON THE SIDE NEAREST THE FIRE HYDRANT ON A TWO OR MULTI -LANE STREET. TWO MARKERS ARE REQUIRED AT AN INTERSECTION HAVING A FIRE HYDRANT. THE MARKER SHALL BE PLACED 8" FROM THE EDGE OF THE CONTINUOUS LEFT TURN LANE LINE ON THE SIDE NEAREST THE FIRE HYDRANT. ON A FOUR LANE STREET WITH TURN LANE AT INTERSECTION THE MARKER SWILL BE PLACED 6" FROM THE NEAREST WHITE LANE UNE ON THE SIDE NEAREST THE FIRE HYDRANT. FIRE HYDRANT 11, �1 111 ill I \1 I IIIA Z 4" AC a° CLASS IV RCP 5D 9 ° N IO' WATER IO' CONCRETE BACKFILL ALL AROUND $ 10' EACH SIDE OF WATER MAIN CROSSING 20' PIPE CENTERED UNDER 5TOPM DRAIN 5TOPM DPA1N WATEP MAIN CP0551NG DETAI NTS C U 0 � VJ � w LnU „ w ,-a 0) � W � 00 "0 E L_ fV 01 o W O L I u u on 01 Q C Q 1 It M c Ln O vt = 0 w U- f i! W N C _ � -r O1 C z to ULA LA 00 Ln m V OA L co 00U O (� � 00 J 0 > m Ln r <� 10-679 JCM 3/15/12 7 of 9 U O � w w ,-a E� W � � O Q � 0 10-679 JCM 3/15/12 7 of 9 18"x18"=26" OUTER DIMENSION HEIGHT VARIE5 (SEE PLANS) SOLID - BOTTOM 18"x18"=26" OU TEP DIMENSION APEAI DPAIN DETAIL ACCESS CHAIN FOR PUMP MAINTENANCE FLOAT LEAD PUMP ON= 86.00' LAG PUMP ON = 87.00' PUMP OFF= 84.50" 2.0"0 SCHEDULE 40 PVC PIPE 48" TO AREA DRAIN I 2" "TEE" NOTE 4 T NTS GALVANIZED H2O TRAFFIC GRATE NOTES: 1. CONCRETE COMPPE651VE STRENGTH 4000 P51 AT 28 DAYS REINFORCED FOR H-20 WHEEL LOADING. 2. ARCHED OPENINGS APE 51ZED AND LOCATED PEP PLAN 3. GPA TE 51ZE= 18"xI8" 4. BOX 8 GRATE TO BE DESIGNED BY PRECAST MANUFACTUPEP 5. VEPIFY THAT BOX 51ZE WILL ACCOMMODATE ALL PIPE SIZES WITH THE PPECA57 BOX MANUFACTUPEP, INCREASE BOX 51ZE AS NECESSARY TO ACCOMMODATE ALL PIPES. 6. GROUT $ SEAL BOX WALLS ONCE PIPES APE PLACED. UNION COUPLING OR SIMILAR CONNECTION FOR EASY REMOVAL GATE ,/ALV 48" ELECTRICIAN AND CONTRACTOR RESPONSIBLE FOR CONTROL PANEL 4 ELECTRICAL DETAILS AT LOCATION TO BE DETERMINED BY OWNERS. ALTERNATE PUMPS EACH CYCLE. CONFIRM PUMP SIZE 4 TYPE WITH ENGINEER PRIOR TO PURCHASE d INSTALLATION. REMOVABLE INLET GRATE MUST BE TRAFFIC LOAD RATED FOR H2O LOADING. ELECTRICAL CONDUIT TO CONTROL PANEL/SWITCH BOX TO NEW BUILDING "COOK" 48"x48" AREA DRAIN H2O WHEEL TRAFFIC LOADED OR APPROVED EQUIVALENT s WATERPROOF POWER CORD CHECK VALVE r. NSTALL (2) ZOELLER BN59, .3HP SUBMERSIBLE PUMPS W/ 3 FLOWSWITCH 4 CHECK VALVE OR APPROVED EQUIVALENT ABLE TO PUMP 37 qpm WITH A TOTAL DYNAMIC HEAD OF 9.5' CATCH BA,51N W/ SUBMEP51BLE PUMP NTS 1. 2. 3. 4. . 6 7. 8. 9. 10 rim, 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. 43. 44. 45. 46. 47. 48. 49. 50. 51. 52. 53. 54. 55. 56. 57. 58. 59. 60. 61. 62. 63. 64. 65. 66. 67. 68. 69. 70. 71. 72. 73. 74. 75. Sump Pump Lift Station GENERAL SUMMARY The work included in this section shall include furnishing all equipment and materials necessary for complete prepackaged duplex pump system as specified herein and in compliance with the requirements as specified in the hydraulic analysis report. The specifications included herewith follows: REFERENCES The equipment furnished shall be produced by a company experienced in the design and manufacture of sump pumps. Manufacturer shall have a minimum of twenty five years experience in the design and manufacture ofpump systems for use in low pressure sewer projects. A project is defined as an installation of 50 or more pumps discharging into a common force main. The manufacturer shall submit detailed installation, user instructions, and service instructions. The manufacturer shall submit a certificate of compliance for Underwriters Laboratories approval for the complete package. SUBMITTALS The complete submittal packet shall include shop drawing information which includes, but is not limited to the following items: Pump, motor, impeller, lift out assembly, check valve, shut off valve, piping, level controls, basin, electrical control panel, electrical junction boxes, alarm facilities. Any deviations from the specifications shall be noted in the submittal. PROJECT CONDITIONS PRODUCTS - PUMP UNITS BASE BID PERFORMANCE Each pump shall be designed to meet the following performance requirements: Flow: 37gpm @ 9.5' TDH, 0.3 HP, 115v PUMP ASSEMBLY Pump Model / General Construction Pump shall be Zoeller M59 pumps 115v .3HP, no equal, to achieve standardization. All external mating parts shall be machined and Buna-N Rubber O-ring seals. Fiber orpaper gaskets shall not be acceptable. All fasteners exposed to the pumped liquid shall be 300 series stainless steel. The unit shall be integrally built with a submersible type motor. Electrical Power/Control Cord The motor power cord shall be 12 GA., 4 lead STW water resistant and CSA/U.L. approved. The control cord shall be 18 GA., 5 lead STW water resistant and CSA/U.L. approved. Control cord needs to be long enough to reach junction box. The pump shall be protected with compression fitting and epoxy potted area at the power cord entry to the pump. A separation between the junction box areas of the pump and the motor by a stator lead sealing gland or terminal board shall not be acceptable. The power cable entry into the cord cap assembly shall first be made with a compression fitting. Each individual lead shall be cut and spliced with an uninsulated butt connector to an extension wire. This area of the cord cap shall then be filled with an epoxy compound potting which will prevent water contamination to gain entry even in the event of wicking or capillary attraction. The power cord leads shall then be connected to the motor leads with extra heavy connectors having copper inserts with a crimped wire to wire connection, rather than a terminal board that allows for possible leaks. The cord cap assembly shall be sealed with a Buna N Sealing Ring in a gland to assure proper sealing. Concrete Wet Well Structure (Wet well must be designed to handle building and traffic loading) The wet well structure shall be designed to resist all soil and hydraulic pressures, including both lateral pressure and hydraulic uplift. Pre -cast wet well base slabs, top slabs and barrel sections rings shall conform to the requirements ofASTM C478 except as modified herein. All pre -cast concrete shall be 4000 psi at 28 days. All bar reinforcing shall be grade 60 deformed bars conforming to ASTM A-615 or ASTM -616. The dimensions of the wet well shall be as follows: Depth: (See Plans, sheet C9) Diameter (inside dimension): 4 ft. Wet Well Base Slab: Pre -cast base sections shall be ofmonolithic construction and shall be manufactured such that the first riser section is integral with the base slab and self-cleaning sump. The base slab shall be provided with an extended base with an overhang sufficient to counteract worst-case hydraulic uplift conditions. Wet Well Barrel Sections Pre -cast wet well barrel sections and adjusting rings shall conform to the requirements ofASTM C478 except as modified herein. All joints between wet well sections shall be O-ring type single offset R-3 rubber gasket conforming to ASTMC-443-98. All pipe penetrations shall be core drilled, and shall be provided with flexible seals to provide a watertight seal. Wet Well Top Slab to be rated for H-20 Traffic Loading Top slab and hatches shall be designed to support traffic loads, including pumps and maintenance personnel. The top slab shall include anchor bolt inserts for mounting upper guide bar brackets. All anchor bolt inserts shall be stainless steel. Chain An adequate length of 114" 300 series stainless steel lifting chain shall be supplied for removing the pump. The chain shall be of sufficient length and strength for easy removal. Piping Discharge piping shall be 1-112"PVC Schedule 40 and shall connect to the stationary discharge base assembly and terminate at a 1-1/2" flange (with a reducing bushing) mounted on the basin at the height shown in the plans. Check Valve The lift -out check valve shall be of the ball type with a corrosion resistant neoprene ball. The ball shall be the only moving part and shall move automatically out of the path of flow, thus providing an unobstructed smooth flow through the valve body. Upon pump shut-off the ball shall automatically roll to the closed position to provide a positive seal against back pressure or back flow. The check valve ball retaining insert shall be stainless steel. Shutoff Valve The PVC true union ball type shutoff valve with Teflon seats shall be furnished and installed as an integral part of the internal pipe assembly. If the discharge depth is more than 2 feet from the surface, a handle extension shall be supplied. Handle is attached to the valve stem and is supported near the top of basin, within reach for service personnel. Inlet Flange A one piece, flexible basin inlet fitting shall be shipped loose for field installation. Size and type shall correspond with the project drawings. Junction Box A U.L. listed, Type 6 junction box shall be provided. Junction box shall be formed from corrosion resistant, flame retardant thermoplastic. The enclosure shall be of adequate thickness and properly reinforced to provide good mechanical strength. The junction box shall have a fully gasket, hinged cover that is held in place by four (4) stainless steel screws. The hinged cover shall prevent dropping the cover into the basin during service. An adequate number of sealing -type cord grips shall be supplied for incoming pump and level control cords. The cord grips shall be made of non -corrosive material such as PVC or nylon, and shall make an effective seal around the wire jacket. The junction box shall have a PVC solvent weld socket with an integral 2" NPT pipe for attaching basin conduit hub. The hub shall be made ofa corrosion resistant material and shall be of adequate size to accommodate the number of wires required for pump and level control operation. The incoming wires shall be sealed by external means, (supplied by others), so that condensation from the conduit or groundwater will not enter the enclosure. The interior of the enclosure shall be of adequate size to accommodate the wires and connections for pump and level control operation. The wires (supplied by others) running between the control panel and the junction box shall be color -coded and fastened to the pump and level controls by means of adequately sized and insulated twist lock or crimp connectors. ELECTRICAL CONTROL PANEL AND APPURTENANCES Control Panel The control function shall provide for the operation of the pumps under normal conditions, and shall alternate the pumps on each pump down cycle to equalize run time. In the event the incoming flow exceeds the pumping capacity of the lead pump, subsequent pumps shall automatically start to handle the increased flow. As the flow decreases, the pumps shall cut off at the elevations shown on sheet C2. The control shall function as described below. The equipment listed below is a guide and does not relieve the supplier from supplying a system that will function as required. The enclosure shall be a NEMA 4X, steel enclosure. The enclosure shall be a wall or rack mount type with a minimum depth of 8"sized to adequately house all the components. The door gasket shall be rubber composition with a retainer to assure a positive weatherproof seal. The door shall open a minimum of 180 degrees. Enclosure must have locking capability. All hardware mounted to the subpanel shall be accomplished with machine thread tapped holes. Sheet metal screws are not acceptable. All devices shall be permanently identified with engraved legends. Power Distribution Main: The main will have multi -tap lugs for power distribution. The main needs to be sized to hold all control panel loads. Terminal Block: The main terminal block must be sized to handle the control panel load. There needs to be multiple lugs for distributing the power to the other loads. The panel power distribution shall include all necessary components and be completely wired with stranded copper conductors rated at 90 degrees C. All conductor terminations shall be as recommended by the device manufacturer. All circuit breakers shall be heavy duty, thermal magnetic or motor circuit protectors similar and positions of the operating equal to Square D type FAL. Each motor breaker shall be adequately sized to meet the pump motor operating characteristics and shall have a minimum of 10,000 amps interrupting capacity for 230 vac and 14,000 amps at 480 vac. The control circuit and the duplex receptacle shall individually be controlled by heavy duty breakers. Circuit breakers shall be indicating type, providing "on -off -trip" positions of the operating handle. When the breaker is tripped automatically, the handle shall assume a middle position indicating "trip". Thermal magnetic breakers shall be quick -make and quick -break on manual and automatic operation and have inverse time characteristics secured through the use of bimetallic tripping elements supplemented by a magnetic strip. Breakers shall be designed so that an overload on one pole automatically trips and opens all legs. Field installed handle ties shall not be acceptable. Motor starters shall be magnetic, full -voltage across the line NEMA rated devices. The starter coils shall be replaceable from the front of the motor starter without removal of the device from its installed location. The units shall be rated for the horsepower of the pumps. IEC or current rated devices shall not be acceptable. Motor starter overloads shall be installed in each phase of the power leads to the moter. Overloads shall be replaceable from the front of the device. The motor loads shall be melting allow devices rated at the full load amp draw of the motors. 76. 77. 78. 79. 80. 81. 82. 83. UZI 87. 88. 89. 90. 91. 92. 93. 95. 96. 97. 98. 99. 100. 101. 102. 103. 104. 105. 106. 107. 108. 109. EXECUTION START-UP INSTRUCTION SERVICES The pump supplier shall provide one (1) day of start-up instruction and training for the service personnel responsible for the long term maintenance and servicing of the pumping system. The training shall address all aspects of installation, start-up, trouble shooting, operation, maintenance, and repair of the pump units. The training sessions shall include complete review of installation, operation and maintenance manuals, as well as actual field instruction. The Training sessions shall be coordinated with the pump manufacture, engineer and the authority's personnel. The training sessions shall be scheduled two (2) weeks in advance to allow for adequate notification to all parties involved in the start-up and training. Startup services by the manufacturer's representative shall include certification ofproper installation, as well as field testing of the pumps to verify flow, head, power requirements, and proper functioning of panel, pumps and float switches. The contractor shall make certain that all the pumps systems are ready for start up/activation prior to the notification and scheduling of such. Contractor must provide a minimum of 250 gallons of water supplied into the basin for start-up procedures. Power will be supplied to t Contractor shall be responsi y el m nee r phase of the project, includi t 1 a o, a soEa s QUALITYASSURANC The pumps shall be free from electrical and fire hazards as required in a residential environment. As evidence of compliance with this requirement, the complete grinder package shall be listed by Underwriters Laboratories, Inc., to be safe and appropriate for the intended use. The pump shall have an industry standard commercial test which consists of run test, Hi Pot test, Hermetic leak decay test. Manufacturer must have a Quality Assurance Manual DELIVERY, STORAGE AND HANDLING The manufacturer shall furnish and deliver assembled pumps stations to the contractor or owner. A11 equipment shall be factory installed, except for externally mounted control panel, gravity sewer inlet hubs and pump assembly, which are to be installed in the field. The duplex pump system shall be complete, consisting of basin, basin cover, pumps, quick disconnect rail system, check valve, junction box, float switches, and internal piping/fittings. In addition, an external alarm and pump control panel is to be provided for the unit. The pump supplier shall provide four (4) copies of Installation, Operations and Maintenance Manuals to the Owner and one for the engineer. All tanks 96" tall and shorter shall ship vertically up right. The tanks shall ship with the covers bolted and attached. For shipping reasons, units taller than 96" shall ship horizontally and mounted to a skid. All packaged tank assemblies will include all the necessary equipment to make a complete turnkey system ready for installation except the pumps and control panel. For ease ofhandling and storage, pumps and control panel shall ship mounted on wooden pallet. Upon receipt ofpackaged tank assemblies, the contractor or owner will visually inspect to make certain the freight carrier has successfully transported the equipment with no damage. It is the responsibility of the contractor or owner to reject any or all damaged equipment prior to signing the delivery Slip. Handling and unloading the basin assemblies shall be the responsibility of the contractor or owner. Lifting devices such as chain is prohibited. The basin assemblies, pumps and control panels will be stored in a controlled environment to prevent weather conditions from damaging the equipment. v 0 UJ 00 V -4 o z W .cp . 0 4-I 10-679 JCM � 3/15/12 8 of 9 k_J Ancillary Equipment UD P A solid state plug-in relay that will differentiate between a moisture condition and an over temperature condition occuring in the pump shall be V W supplied. When moisture is detected in the pump chamber, an indication shall be activated. The indication shall require reset function. Each stator Ln winding shall have temperature switches imbed in the stator. In the event of an over temperature or moisture condition, the pump shall shut down and01 -II an indicator shall be provided to indicate the failure. .� o A one phase HOA switch shall be provided for each pump. The switch shall be NEMA 4x rated with 10 amp contacts. A position indicating legend !' C 00 plate shall be provided. W o Ln A green run pilot indicator shall be included. An elapsed time meter for each pump shall be included and visible in the panel. The meter shall operate r-- no rn o `= on 120 vac, shall indicate in hours (6 digits) and tenths and shall be non-resetable. An alternator shall be an integral part of the controller and shall x u alternate the pumps on each pump down cycle. 0a) o LL Level Controls W C cn `� 0 0 U Duplex control panel shall be automatically controlled by 4 normally open non -mercury level controls. Float switches shall control off, on and high and otA low level alarm functions. 00 o m a, MISCELLANEOUS Woc'00 U 0 o Provide GFCI Outlet within or immeditely adjacent to control panel...i I A final "as -built" drawing shall be attached to the inside of the front door. A list of all legends shall be included. O > rno Ln All component parts in the control panel shall be permanently marked and identified as they are indicated on the drawing. Marking shall be on the n u back plate adjacent to the component. All control conductors shall be identified with wire markers at each end as close as practical to the end of the conductor. All panels shall be tested to the power requirements as shown on this sheet to assure proper operation of all of the components. Each control function shall be activated to check for proper indication. All equipment shall be guaranteed for a period of two years from date of installation. The guarantee is effective against all defects in workmanship and/or defective component. The warranty is limited to replacement or repair of the defective equipment. The manufacturer shall be a UL listed shop industrial control systems and shall provide evidence of such by serializing each unitper the requirements of UL 508. As -Built information and shop drawings to be forwarded to the owner and Engineer. EXECUTION START-UP INSTRUCTION SERVICES The pump supplier shall provide one (1) day of start-up instruction and training for the service personnel responsible for the long term maintenance and servicing of the pumping system. The training shall address all aspects of installation, start-up, trouble shooting, operation, maintenance, and repair of the pump units. The training sessions shall include complete review of installation, operation and maintenance manuals, as well as actual field instruction. The Training sessions shall be coordinated with the pump manufacture, engineer and the authority's personnel. The training sessions shall be scheduled two (2) weeks in advance to allow for adequate notification to all parties involved in the start-up and training. Startup services by the manufacturer's representative shall include certification ofproper installation, as well as field testing of the pumps to verify flow, head, power requirements, and proper functioning of panel, pumps and float switches. The contractor shall make certain that all the pumps systems are ready for start up/activation prior to the notification and scheduling of such. Contractor must provide a minimum of 250 gallons of water supplied into the basin for start-up procedures. Power will be supplied to t Contractor shall be responsi y el m nee r phase of the project, includi t 1 a o, a soEa s QUALITYASSURANC The pumps shall be free from electrical and fire hazards as required in a residential environment. As evidence of compliance with this requirement, the complete grinder package shall be listed by Underwriters Laboratories, Inc., to be safe and appropriate for the intended use. The pump shall have an industry standard commercial test which consists of run test, Hi Pot test, Hermetic leak decay test. Manufacturer must have a Quality Assurance Manual DELIVERY, STORAGE AND HANDLING The manufacturer shall furnish and deliver assembled pumps stations to the contractor or owner. A11 equipment shall be factory installed, except for externally mounted control panel, gravity sewer inlet hubs and pump assembly, which are to be installed in the field. The duplex pump system shall be complete, consisting of basin, basin cover, pumps, quick disconnect rail system, check valve, junction box, float switches, and internal piping/fittings. In addition, an external alarm and pump control panel is to be provided for the unit. The pump supplier shall provide four (4) copies of Installation, Operations and Maintenance Manuals to the Owner and one for the engineer. All tanks 96" tall and shorter shall ship vertically up right. The tanks shall ship with the covers bolted and attached. For shipping reasons, units taller than 96" shall ship horizontally and mounted to a skid. All packaged tank assemblies will include all the necessary equipment to make a complete turnkey system ready for installation except the pumps and control panel. For ease ofhandling and storage, pumps and control panel shall ship mounted on wooden pallet. Upon receipt ofpackaged tank assemblies, the contractor or owner will visually inspect to make certain the freight carrier has successfully transported the equipment with no damage. It is the responsibility of the contractor or owner to reject any or all damaged equipment prior to signing the delivery Slip. Handling and unloading the basin assemblies shall be the responsibility of the contractor or owner. Lifting devices such as chain is prohibited. The basin assemblies, pumps and control panels will be stored in a controlled environment to prevent weather conditions from damaging the equipment. v 0 UJ 00 V -4 o z W .cp . 0 4-I 10-679 JCM � 3/15/12 8 of 9 SUNWEST MILLING h•) ±. BIGGS, CA. 'k VICIN1 T \r MAP N.T.S. LEGEND GRAVEL CONSTRUCTION ENTRANCE —250— ELEVATION CONTOUR LiNE PL PROPERTY LINE DRAINAGE PATTERNS SiLT FENCE OR STRAW ROLLS (ADJUST TO SUIT FIELD CONDITIONS) LIMITS OF CONSTRUCTION STORM DRAIN CATCH BA51N DISE DRAINAGE INLET SILT BARRIER GE GRAVEL ENTRANCE LS LANDSCAPE PV PAVEMENT AREA SF/SR SILT FENCE/STRAW ROLLS CW CONCRETE WASHOUT BLD BUILDING AREA NOTE THESE BEST MANAGEMENT PRACTICES ARE SUGGESTIONS ONLY. IT 15 UP TO THE CONTRACTOR iN CHARGE OF IMPLEMENTING THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TO ENSURE THE SWPPP AND ASSOCIATED BMP's ARE UP TO DATE. A5 CONDITIONS CHANGE, BMP's SHOULD BE MODIFIED AND/OR UPDATED ACCORDINGLY. REFER TO BMP FACT SHEETS 1N APPENDIX D OF THE SWPPP. TH15 SHEET 15 TO BE USED iN CONJUNCTION WITH THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED FOR THISSITE. CONTACT ROBERTSON ERICKSON FOR ADDITIONAL COPIES. SEE LANDSCAPE PLAN FOR DETAILS ON HYDROSEED MiX, IRRIGATION ETC. DO NOT FERTILIZE OR STOCKPILE JUST BEFORE RAiNY PERIODS. STOCKPILES ARE TO BE COVERED WITH A TARP OR STRAW/TACKIFIER 1F EXPOSED MORE THAN THAN 14 DAYS. PLACE STRAW MULCH W/ TACKIFIER ON ALL CUT/ FiLL SLOPES. USE WATER TRUCK AS NECE55ARY TO MINIMIZE DUST. DURING GRADING AND CONSTRUCTION ACTIVITIES ALL STREETS ADJACENT TO THIS 51TE SHALL BE KEPT CLEAN AND FREE OF DIRT AND DEBRIS. STREET CLEANING SHALL OCCUR DAILY UNLESS DETERMINED TO BE NEEDED MORE FREQUENTLY OR LESS FREQUENTLY BY THE CITY. WDiD #5R04C301583 1 50 O 50 SCALE: I" =50' 150 � 1 W J V/ l�7 in EROSION, SEDIMENT, POLLUTION CONTROL ELEMENTS E� KEY ITEM INSTALLATION REMOVAL / GE GRAVEL PRiOR TO CLEARING 4 GRADING AFTER SITE HAS BEEN GRADED a "16 ENTRANCE PAVEMENT 15 READY TO BE PLACED rO V,E�� SiLT FENCE PRiOR TO CLEARING t GRADING AFTER FINAL LANDSCAPING 15 V W LA INSTALLED d SEED BEGIN5 TO i GROW U � M VM, AFTER FINAL LANDSCAPING 1 SILT BARRIER W INSTALLED d SEED BEGINS E CW i N Ol 0 a1 I O W WASHOUT O Ln I u AREA U 0)O c F ((� 111 s + O M O tA 0 0 = r-- � m O f� 'L W N LL QJ wz o 04-1 � LA /4- L � 00 O M 0 G4 ''''y L/ 00 =�t L WU 00 �a J O o> O M Ln � 1 W J V/ l�7 in EROSION, SEDIMENT, POLLUTION CONTROL ELEMENTS E� KEY ITEM INSTALLATION REMOVAL / GE GRAVEL PRiOR TO CLEARING 4 GRADING AFTER SITE HAS BEEN GRADED a "16 ENTRANCE PAVEMENT 15 READY TO BE PLACED SF/5R SiLT FENCE PRiOR TO CLEARING t GRADING AFTER FINAL LANDSCAPING 15 P -i STRAW ROLL INSTALLED d SEED BEGIN5 TO GROW 0155 DRAINAGE INLET A55001\1 AS STORM AFTER FINAL LANDSCAPING 1 SILT BARRIER DRAIN SYSTEM 15 INSTALLED INSTALLED d SEED BEGINS GROW CW PRIOR TO CONCRETE POURS AFTER ALL SITE CONCRETE HAS WASHOUT BEEN COMPLETED AREA DB DETENTION DURING GRADING DO NOT REMOVE BASIN /D1 V ` r _.................. ..__.... Phase 2 DUST CONTROL MEASURES: 1. The contractor shall be responsible for ensuring that all adequate dust control measures are implemented in a timely and effective ,manner during all phases of project development and construction. 2. All material excavated, stockpiled, or graded should be sufficiently watered to prevent fugitive dust from leaving property boundaries and causing a public nuisance or a violation of an ambient air standard. Watering should occur at least twice daily whit complete site coverage, preferably in the mid-morning and after work is completed each day. 3. Ali areas (including unpaved roads) with vehicle traffic should be watered periodically or have dust palliatives applied for stabilization of dust emissions. 4. All on site vehicles should be limited to a speed of 15 miles per hour on unpaved roads. 5. All land clearing, grading earth moving or excavation activities on a project shall be suspended when winds are expected to exceed 20 miles per hour. 6. All inactive portions of the development site should be seeded and watered until a suitable grass cover is established. 1. The contractor shall be responsible for applying non-toxic soil stabilizers (according to manufacturer's specifications) to all inactive construction areas (previously graded areas which remain inactive for 96 hours). 8. All trucks hauling dirt, sand, soil or other loose material should be covered or should remain at least two feet of freeboard (i.e., minimum vertical distance between top of the load and the trailer) in accordance with the requirements of CVC Section 23114. This provision shall be enforced by local law enforcement agencies. 9. All material transported off-site shall be either sufficiently watered or securely covered to prevent a public nuisance. 10. During initial grading, earth moving, or site preparation, the project shall be required to construct a paved (or dust palliative treated) apron, at least 100 feet in length, onto the project site from the adjacent paved road(s), II. Paved streets adjacent to the development site shall be swept or washed at the end of each day to remove excessive accumulations of silt and/or mud which may have accumulated as a result of activities on the development site. 12. Adjacent paved streets shall be swept (recommend water sweeper with reclaimed water) at the end of each day if substantial volumes of soil materials have been carried onto adjacent public roads from the project site. 13. Wheel washers shall be installed where project vehicles and/or equipment enter and/or exit onto paved streets from unpaved roads. Vehicles and/or equipment shall be washed prior to each trip. 14. Prior to final occupancy, the contractor shall reestablish ground cover on the construction site through seeding and watering. DISE Go PV PV / DI5B f \ '. HYDR05EED BASIN AND PV k. CUT/FILL SLOPES \ DIS& LiMiTS OF CONSTRUCTION c j5 C a 10-679 JCM 3/15/12 9 of 9 z "16 P -i Q, �a� wz o 04-1 a � G4 �D �a C/ O Q_� C a 10-679 JCM 3/15/12 9 of 9 KEY MAP OF BUTTE COUNTY 0 m� 0 Lu (n SUNWE5T MILLING n 13 �A ACCE55 ROAD o I"a BIGGS, CA. VICINITY MAP N.T.S. ROAD IMPROVEMENT PLANS OF A PORTION OF BANNOCK STREET CITY OF BIGGS, CALIFORNIA NOCK-.....�.�...� NOTES PROJECT SITE LOCATION MAP N.T.S. THE CITY OF BIGGS SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO START OF WORK. CONTRACTOR SHALL HAVE SIGNED PLANS IN HIS POSSESSION PRIOR TO COMMENCEMENT OF WORK. OFFSITE IMPROVEMENTS REQUIRE INSPECTION BY THE CITY OF BIGGS ENGINEER. CONTACT THE CITY ENGINEER FOR INSPECTION REQUIREMENTS. SEE AL -50 GENERAL NOTES SHEET C04 CONTOUR INTERVAL IS I.O' BASIS OF BEARINGS 15 THE CENTERLINE OF BANNOCK STREET AS N74°40'40"E PER 127-MAP5-49. ALL CONSTRUCTION SHALL CONFORM TO THE 5TANDARD5 AND SPECIFICATIONS OF THE CITY OF BIGGS ON FILE IN THE OFFICE OF THE DIRECTOR OF PUBLIC WORKS, BIGGS CALIFORNIA. THE EXISTENCE AND LOCATIONS OF ALL UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. AB 15 DEFINED A5 CLASS 2 AGGREGATE BASE 3/4" MAXIMUM GRADING. AC 15 DEFINED AS TYPE "A" ASPHALT CONCRETE 1/2" MAXIMUM MEDIUM GRADING. ELEVATIONS ARE BASED ON A CITYOF BIGGS DISK IN THE TOP OF CURB, NE RETURN, W. BIGGS GRIDLEY ROAD AND BANNOCK STREET. ELEV.= 89.63' NGVD 29 DATUM. PREPARED BY OR UNDER THE SUPERVISION OF. RUSS ERICKSON R.C.E. No. 58460 APPROVED FOR CONSTRUCTION STEVEN C. 5PEIGHT5 P.E. CITY ENGINEER- CITY OF BIGGS ABBREVIATIONS 0 A.B. AGGREGATE BASE (N) NEW co A.C. ASPHALT CONCRETE NTS NOT TO SCALE v W Ln ACP ASBESTOS CONCRETE PIPE OHE OVERHEAD ELECTRIC u 0) AD AREA DRAIN O OLIVE TREE 00 E K BFP BACFLOW PREVENTER P PINE TREE - rn 00 0 K BL BREALINE PL PROPERTY LINE W ( ° rn o r - BOP BEGINNING OF PROJECT PIV POST INDICATOR VALVE o Ln .° CMP CORRUGATED METAL PIPE PP POWER POLE 0 (� c x 2(Z CO CLEAN OUT PVC POLYVINYL CHLORIDE W UJ N n vu- o CONIC. CONCRETE PUE PUBLIC UTILITY EASEMENT o o IA Dl DROP INLET RCP REINFORCED CONCRETE PIPE 43 0 m Cu D/W DRIVEWAY ROW RIGHT OF WAY 00 urn o E ELECTRIC Rpp REDUCED PRESSURE PRINCIPLE (D W 00 EOP END OF PROJECT RWL RAIN WATER LEADER -� -� 0 EP EDGE OF PAVEMENT r" SBC SOUTHWEST BELL CORPORATION O LA EX EXISTING SD STORM DRAIN r FDG FIRE DEPT. CONNECTION SDMH STORM DRAIN MANHOLE FH FIRE HYDRANT SF SQUARE FEET FL FLOW LINE SS SANITARY SEWER FS FINISHED SURFACE SSCO SANITARY SEWER CLEANOUT G GAS SSMH SANITARY SEWER MANHOLE gb GRADE BREAK S/W SIDEWALK GM GAS METER T TREE GR GRATE ELEVATION TC TOP OF CURB HDPE HIGH DENSITY POLYETHYLENE TP TELEPHONE POLE \' ICV IRRIGATION CONTROL VALVE TBM TEMPORARY BENCH MARK ID INSIDE DIAMETER TS TRAFFIC SIGNAL .. INV INVERT OF PIP TRAEENIC.5IG\:. IRG. IRRIGAT T A T LF LINEAR P C\ LOC LOCATITLkpu E (m �oo�o� L/S LANDSCAPE WM WATER METER MB MAILBOX WV WATER VALVE LEGEND • BOLLARD G EXISTING UNDERGROUND GAS ❑ ELECTRIC BOX EBOX w EXISTING UNDERGROUND WATER DHE EXISTING OVERHEAD ELECTRIC -121— ELEVATION CONTOUR LINE ATT EXISTING UNDERGROUND ATT jo, FIRE HYDRANT SS EXISTING SEWER MAIN SIGN SD EXISTING STORM DRAIN FW EXISTING UNDERGROUND FIRE WATER YARD LIGHT D EXISTING UNDERGROUND DATA O STORM DRAIN AREA DRAIN EXISTING EDGE OF PAVEMENT (EP) PROPERTY LINE 0 WATER VALVE _ — EASEMENT LINE ❑ WATER METER X EXISTING FENCE LINE D4 IRRIGATION CONTROL VALVE (N)SD— NEW STORM DRAIN LINE (N)SS NEW SANITARY SEWER LINE C) EX. TREE (N)E NEW ELECTRIC CONDIUT (N)G NEW GAS LINE (N)FW— NEW FIRE WATER LINE INDEX OF SHEETS (N)W NEW WATER LINE COI TITLE SHEET (N)D NEW UNDERGROUND DATA CO2 PLAN/PROFILE SHEET -" " NEATCUT LINE CO3 DETAIL SHEET C04 NOTE $ DETAIL SHEET 10-679 JCM 3/15/12 1 of 4 EX LEGEND NEW ASPHALT AREA 4" AC OVER 23" CLASS 2 AGGREGATE BASE OVER 12" NATIVE COMPACTED TO 95% PD, SEE THE GEOTECHNICAL REPORT BY WALLACE KUHL $ ASSOCIATES INC. DATED JULY 21. 2011 DEMO. ASPHALT AREA CONCRETE AREA EX. PAVEMENT NEATCUT LINE 40' 30.5' 2' o PL VARIES 0'-45' 4' O CONSTRUCTION NOTES I NEATCUT ASPHALT AS SHOWN 4 PROPERLY DISPOSE OF A5HPALT. 2 INSTALL SIDEWALK PER CITY STD. 204. INSTALL VERTICAL CURB 4 GUTTER PER DETAIL 5-2 SHEET CO3. 3 INSTALL DRIVEWAY PER CITY STD. 206 4 ADJUST EX MANHOLE d WV LIDS TO MATCH NEW ASPHALT GRADE. 5 INSTALL NEW PAVEMENT SECTION. 4" TYPE A A.C. OVER 23" CLA55 2 A.B. 12" OF SUBGRADE COMPACTED TO 95% R.C. 6 DEMO PORTION OF EX. STRIPING 4 INSTALL NEW STRIPING AS SHOWN 7 DEMO PORTION OF EX. CURB, GUTTER 4 DRIVEWAY. INSTALL VERTICAL CURB, GUTTER AND SEPARATED SIDEWALK PER CITY STD. 204 8 INSTALL ACCESSIBLE CURB RAMP PER CALTRANS STD. ASSA CASE C. 9 IN5TALL 36" OF TRUNCATED DOMES WHEN A WALK ADJOINS A VEHICLE TRAFFIC WAY PFP f'Rr II1,IAR A r, -04. zc. I" = 20' ADJUST BOX/LID TO GRADE tXt-'AN51UN 95.00 80.00 1� 95.00 •s le CU) 0� v W � u, 0n t j rn tJ • 00 t-+ NC;) W o o�� t o rn O c C O C Lrrl X 0Qi W N X ~ LL a +_) v'vo aL , 0 z 2 I LA L 00O 3�. Z 1 U0 0 C3 / M In rf- U CO2 80.00 00 JCM 3/15/12 2 of 4 � w � o�� a CO2 80.00 00 JCM 3/15/12 2 of 4 1 CL 2 AGM► SEE NOTE 1 CL 2 AGGR.BASE 95% t• r, r: �, r: r: r. r:r: •., r. r: r : r, r, r: r .r .r: r_ r: ..THICKNESS BACKFILL SHALL BE A- 12 -MIN. 3'MIN. O.D.+1' TYPE "A" IMPROVED ASPHALTIC CONCRETE OR PLANT- MIX CONCRETE MIN. S,E, OF 20 AND 95X COMP. OR AS DIRECTED BY ENGINEER. BEDDING SAND & 95X COMP. ;: . • .. 12 -MIN. (100X RASSING 3/4' SIEVE, 3'YIN. NOT MORE THAN SX PASSING 200 SIEVE) O TANi F 1 O.D.+1' TYPE "B" IMPROVED ARMOR COAT OR SEAL COAT STREETS TYPE LOCATION BACKFILL & RESTORATION s ��r• SLAPE.1/4' PER FT. A.B. COMP. TYPE D-1 WITHIN 5' STRUCTURE 10' CL 3 SEE .- E.P. 95X A.B. D-2 GREATER THAN SELECT SOIL 1.5' MIN. 3. 3' TO E.P. 90% SELECT SOIL D -(SW) SIDEWALK I STRUCTURE 1 4' P.C.C. OR EQUAL TO EXIST. 4' MIN.C. AREAS 95% . WHICHEVER IS GREATER (PLACE TYPE 'B' A.C. IF PAVEMENT HAS AN A.C. OVERLAY) SEE NOTE 6 6'MIN. �--� (8" MIN. CL -e P.C.C.) (10' MIN. CL. 3 AGGR. BASE /-OR 1.5' MIN.SELECT SOIL AS DIRECTED BY ENGINEER) PLACE V NATIVE MATERIAL BACKFILL SHALL BE A FOR TEMPORARY TRENCH WASHED SAND OR HAVE REPLACEMENT AND THEN MIN, S.E. OF 20 AND 95X REMOVE 6' AT TIME OF COMP. OR AS DIRECTED BY SEE TABLE i PERMANENT PAVING (95X ENGINEER. COMPACTION REQUIRED) BEDDING SAND do 95X COMP. 12"MIN. (10OX RASSING 3/4• SIEVE, 12lMIN. 20MORE THAN 5% PASSING 3 1MIN. O 2000 SIEVE) + O 3'MIV O.D.+1' TYPE "C" TYPE "D" PORTLAND CEMENT UNIMPROVED STREETS NOTES: CONCRETE STREETS ALLEYS OR EASEMENTS 1. TYPE A` Mt "C' TRENCHES REQUIRE (2) TWO CUTS; FIRST CUT INITIAL TRENCH WIDTH THEN 30 DAYS AFTER WORK WAS BEEN COMPLETED SECOND CUT 8' WIDER BOTH SIDES. 2 TYPE A' do 'C' TRENCHES REQUIRE PLACEMENT AND MAINTENANCE OF TEMPORARY PAVEMENT (SC -800 COLD MIX) FOR A MINIMUM OF 30 DAYS PRIOR TO PERMANENT PAVING. 3. STRUCTURAL THICKNESS SHOWN ARE MINIMUM ALLOWABLE OVER TWCKNESS OF STRUCTURAL SECTIONS MAY BE REQUIRED BY CiTY ENGINEER IF EXISTING STRUCTURAL SECTION EXCEEDS THESE MINIMUMS. 4. ALL TRENCH WORK 5' AND DEEPER SHALL HAVE APPROVED SHORING, ALL IN ACCORDANCE WTTH CITY TECHNICAL SPECIFICATIONS SECTION 13 "TRENCHING OPERATIONS". 5. NATIVE MATERAL MUST BE SUITABLE TO OBTAIN THE 95% COMPACTION REQUIRED. e. PAVING SURFACE AT TRENCH JOINTS SHALL BE SEALED WITH ASPHALT EMULSION 4" EACH SIDE OF JOINT AFTER FINAL COMPACTION OF ASPHALT CONCRETE. SEALANT SHALL BE SANDED AS NECESSARY TO PREVENT TRAFFIC PICKUP. 7. PERMITTEE IS REQUIRED TO NOTIFY DEPT. OF PUBLIC WORKS, 868-5493, 24 HOURS PRIOR TO THE CLOSING OF ANY CITY OF BIGGS STREET. CITY OF BIG( STANDARD C BACKFILL & TRENCH 5/03 UPDATE NOTES & BEDDING DLS 101 RESTORATION DAVID L SWARTZ, P1 DATE REVISIONS BY APPROVED VAWES 73i: M k PLANTER AREA A.C. OR ORNEWAY AS REOURED 6' 10% Max. 27L s ��r• SLAPE.1/4' PER FT. A.B. -_ si S SEE NOTE 3 7 ccaa 4' NN.� 0 0 a C7 e ep f;:l::+: •.� ':::i:':Y::y ::.. o 4. SEE .- 907r COMPACTION o c Qdo C o Q PARKWAYS 1 SEE NOTE 7 ON SUBGRADE. VARIES 3. PLANTER AREA I OR oRm. 2 � AS REQURED ^I e' A.C. 1071 Mox., 77[ Min \ ST.CI F-1/4" PER FT. A.B. I \\\ MAY BE SUBSTITUTED FOR THE REQUIRED 4' MIN.C. 16' 36' 4. OF CLASS 2 AB. 90lIG COMPACTION a wa o 4. 1'3 4'7 SEE NOTE 7 NOTES: 1. DGIANCE BETWEEN SCORE U•S NOT TO 0= W IN LONGITUDINAL k TRAVERSE DRECTION N SIDEWALK, 2. 1/4" TRANSVERSE DFANSION JOINTS AT 2D' INiEI ML FOR SIDEWALK. a 1/4' TRANSVERSE DMANSION JOINTS AT 90' INTERVAL FOR CARr'B R CUM. 4. EXPANSION JOINTS IN SIDEWALK TO BE ADJACENT TO EXPANSION JOINTS IN CURB 4: GUITER. A CURB dt CUTTER TO HAVE 1' SCORE AT 10' INTERVAL.$• a. AREA BETWEEN SIDEIOIX AND PROPTRTY LINE SHALL BE FILLED WITH CLEAN TOP SOL FREE OF DEEIR6. 7. PRONDE 4' MIN. CLASS 2 AGGREGATE BASE AT 95X COMPACTION OVER MTTVE SOIL PROCCFSM TO 2% ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO BOX RIIATNE DENSiTY. SIDEWALKS CURB & GUTTER A I, SS :: .W11E I Pe E S -E'er Retdtn r(� R to n Yigcurb-'t X 9 g curb - `•J of p f dewalk Sidewnik. - or od,e of scewolK 0.45" J/ I� I tr I` ,�--5.MI . No+ee - � T•.. See Ir 1 til and 11 Note } ' c Fhant \\slca of eva kl. "tea of/.. Ienx 1 +1X Ldnx at curb\\ 8.73 Ma% a k 73i: M k TOP OF CURB DEEP SCORE JOINTS TO BE EVENLY K s S - -_ si S SEE NOTE 3 7 ALL CONCRETE REMOVALS SHALL BE ¢ r, Sr,.FFncl it T=rio -. r; l� F,cse Dla 11 Snpternber 1 2006 CC-_ai 995. :I tlewalk O play, AFP'aVAL C. 'c a -fit -C6 1' d mww'' ro'.avJ�.r .RAISED TRUNCATES DONE NOTES: 7 Xrl,daT 6W / Front Front .0111, Note 7 di mite c nn t ons d tr+e, Case d tnrBrgr. Cos. 0 curb Tampa may be f edge of of '1 c14.e!k C "See NO used f0 corne- Insta.lat oris ITilo,: In t%3j Shevn If De7ail A. dnd 10 and 11 s devrt7.fk CA. r -ail B 7Y case f curb .ramps used j O .ell A Co riot have +a be j p the so a Cos A throughiteCo., tijans n olsd'may be used at IL _ II - inx kax -d bl k at e a 01 rte e . t ,o d r t.. EeT 1D% Max-' Sen Notes ct curb A A u' at euro 2 if orm a +­' c rb to back ofrm (1cl< ig too-1-n'to 10 end 11 CASESraewclk 2L � aclam_m date rqr ib ar7 4'-W p alfa m {Ic ding): as ho r A, DO.e :A,: �: easE B (�--Ms. �1-�-1� sidewalk t c aid fl, ino D 0 y p t. 0 a longi cud np hly as it Case �, or Gar Q: ,. •� See mix Front CCSB gi1F may ae Widened as in Go .t G gra 1 h 7� •�- = of sidewalk Sea �, _L, Note \ 1p;i•ygx v When romp is jodntad n oen`er a c-urb return, -Crosswalk M .1 r,; R) - {- u eantiguro Tan plust be stm.il. to flat -sne-, for 0e+air B. Ldp 7X .lav e _ _ dCni SidewVl'R T` -Mo c2^ ITT � td-clk TYF 6" edge of < A • site eandi ti Ana tllctora, +ho ,tai piny curd Bice o�,tl toe. flprted C _ I j' NCx'll 1. y I �\ airJmvp Ik aide of the Case L rcmp shall be cgnstructed in reversed oos•tton.., Seg No+ea I "A I rM9te ? R �� Retatnan 1 p �� l sea a kc'e I t _ / c ate'F„" \� `. Lu I-'ne m ii d curve, the ho r ztheda rno nentl not be-.pdrel le!, , 1p add fl 's n� caiv` r 1pX M¢k: y,� �'� cu,h (bq.h d fitRq \\ dljt '.-h m'n mJi11 w-d+h Of tn_ rdno Eno I be 4'-a Q a7dcs Of r, u .-_ - f/,. �•. �r ramp) i� 6• Side Cone c* rcr.p fia ea vat uniformly iron a maximum of 10X at curb to.. form h 1,cn itud not si gewn!k sic e d i¢rwulk.,l K \\��, 1_ , S p o Jacor, -to iQp of \V c of cgo.b 4,-c loin the rama> exrep+ Vn Case C and Case F. (� R \^See Notes Retainir a' -C% Min See Notes 1n. Jp and 11 ;Curb 91� i' ---i '7.. The curb h / sne oe cut: lned, as y 1/4", wi th..ti 1'-0' WT as .�-� 11 harder W rn naves a ximn Tel nn center,. See °oY� \v ,I PIan+3n Ol /f' gr Ppro Y �4 _ \\ 9 S $ Sidewalk .CASE F grooving deia.i.: /�10'/. Mar TOX M k ortao --.;• ['ASE (; ¢i_curb S�,a� � rt_11_rU \, RRR BF� 9. Retaining •�•""�•�-� 8. Tranai-ion= from renes end landing 'Toy wc'ks, .gutters or streets Z -- nee No, 4 I �Ib II?Otln raha!1hC f ash. Ond free ofoorJp rlCngaa: ill 4' �" See Notes 0 Tamm) Gutter Too or rdm0 ♦•-C" Min: 1)tlarirm.lm slopes g y A N.r dn�l 19 1 r vlaxl ine opts of ed o n�nr, urte s, the odd auiH ce rte"to.d el \ ea}aca9t to the ^.ur0 rcmp o cte.s ib le haute shall mat eu0eed RounCea See Na hu 9��� n----' �.._:.�---�-} d Pe rc nt t";n 4 0 a tn, top an¢ bo On, af. the duirt romp. CASED CASE E Max1 10. Curb rcmPS ShOl I hove a tlef c+chle Warning suhface that extends the ll air end 3'-0" depth of the rern Oc+ec+able wcrning 4 Wiror a f1cr'ed side ­Ula:Ya SECTION A -A urfa-fuc s's of con oYm c' -he a.toiis o r s plan old +.,,e ... prode 2'-C" stra yn+ nurb requirerre is in the,Sp ciol Prov s ns. I - a11 In. t11 . the d tec+able wo ning surface rarest the st,-+' a ( buiier Tet n ng tuna hall be between E and 8from thegutter flowl!ne. Z v 1 fib na j{ n,cC Cry "t o� ` \ Trh bF `Yd 4' b Nf 12 5itlew.rlk a•x1 roma thickness, "T,,heal b 3/, mfiimum h w _ ECRB v Round d i� -"1� 13 Ujilt+y b li bix.s m,ntwl es, au is and ct ctt>Er a Itty f oil yes c { o within the bounder las of the, urs ramp will bt re locpted ars O `' \ `( adjusted to ,rade oy, the ,own, prior to, or in conjuncr oo w;tn. '2% Max ru b ramp ,ane+rut+ A �5ee Note 9 SECTION B-6 a 3. l 4J P.e+aiain 14. Far ret rpf't carve trans, removnl4p�tl`resss-1herwise shown po-on �y Depress -entire sidewcik as re red will be of ire Ccni actor's epY n t.n, .. a \q�.0 project plans �`-� 4W On Orr `o •. R iaurb. if 1 67 t0'2 -i5 rn 1..--�' '•' _� cut+rr necessary Center tb in Center spacing �irr___ __� �j 3 T1�lN Sa% $ATSEU TRUNCATED DOME PATTERN (TTI -LINEA ""he a f!.... NotR 9 SECTION C -C tppraximdl y pie DETECTABLE WARNING SURFACE Sid. occurs prbvtde straight curb I-- 1/t" ee Note. i0 Cr..s lk if provided Limit of pdy 'j _7" .I _I I - STATf or CALIFORNIA 4 _011 M1 � .J�r-CJ I? ur"- �_ OEPARTNEM ff 7HANSFUP,?AT,CN. Ccosswalk if ovi0ed �ETAT� B Ste R unord"`. - * ° 1° - "'et4� T-- -- GROOVING DETAIL CURB RAMP DETAILS ZYPICAL CINE -RAMP r i. Y-�_- �� NIC SCALE DETAIL A CORNED INSTALLATION See RSR Aso, DATED s_PTEMBER 1, 2006 SUPERS ED S STANOAR7 PLAN Aeon TYPICAL TWO -RAMP CORNER INSTALLATION see Notes 1 p"d s NOte 9J RETROFIT DETAIL DATED MAY 1, 2006 - PACE 115 of THE STANDARD PLAru BOOR 0ATED MAY 20e6. Spa "ale 1 E"ia":'y `urn and a.°`.w°"` REVISED STANDARD PLAN RSP AOaA EXPANSION Jahr IRED IF D/W EXPANSION ABUTS CONCRETE "EAT FOM LINE 8 ;.� � Soo i•RED* - 0 Mln TOP OF CURB DEEP SCORE JOINTS TO BE EVENLY PARKWAY WIDTH II zJ a •• R 18.33 «Ip1ARk�adR 2.R °pi A1ax "'A tc Ri i� (i la aK4A 8R 1a1��1 15.33y. v -_ si S SEE NOTE 3 7 ALL CONCRETE REMOVALS SHALL BE 4' See SEE .- ¢ r, Sr,.FFncl it T=rio -. r; l� F,cse Dla 11 Snpternber 1 2006 CC-_ai 995. :I tlewalk O play, AFP'aVAL C. 'c a -fit -C6 1' d mww'' ro'.avJ�.r .RAISED TRUNCATES DONE NOTES: 7 Xrl,daT 6W / Front Front .0111, Note 7 di mite c nn t ons d tr+e, Case d tnrBrgr. Cos. 0 curb Tampa may be f edge of of '1 c14.e!k C "See NO used f0 corne- Insta.lat oris ITilo,: In t%3j Shevn If De7ail A. dnd 10 and 11 s devrt7.fk CA. r -ail B 7Y case f curb .ramps used j O .ell A Co riot have +a be j p the so a Cos A throughiteCo., tijans n olsd'may be used at IL _ II - inx kax -d bl k at e a 01 rte e . t ,o d r t.. EeT 1D% Max-' Sen Notes ct curb A A u' at euro 2 if orm a +­' c rb to back ofrm (1cl< ig too-1-n'to 10 end 11 CASESraewclk 2L � aclam_m date rqr ib ar7 4'-W p alfa m {Ic ding): as ho r A, DO.e :A,: �: easE B (�--Ms. �1-�-1� sidewalk t c aid fl, ino D 0 y p t. 0 a longi cud np hly as it Case �, or Gar Q: ,. •� See mix Front CCSB gi1F may ae Widened as in Go .t G gra 1 h 7� •�- = of sidewalk Sea �, _L, Note \ 1p;i•ygx v When romp is jodntad n oen`er a c-urb return, -Crosswalk M .1 r,; R) - {- u eantiguro Tan plust be stm.il. to flat -sne-, for 0e+air B. Ldp 7X .lav e _ _ dCni SidewVl'R T` -Mo c2^ ITT � td-clk TYF 6" edge of < A • site eandi ti Ana tllctora, +ho ,tai piny curd Bice o�,tl toe. flprted C _ I j' NCx'll 1. y I �\ airJmvp Ik aide of the Case L rcmp shall be cgnstructed in reversed oos•tton.., Seg No+ea I "A I rM9te ? R �� Retatnan 1 p �� l sea a kc'e I t _ / c ate'F„" \� `. Lu I-'ne m ii d curve, the ho r ztheda rno nentl not be-.pdrel le!, , 1p add fl 's n� caiv` r 1pX M¢k: y,� �'� cu,h (bq.h d fitRq \\ dljt '.-h m'n mJi11 w-d+h Of tn_ rdno Eno I be 4'-a Q a7dcs Of r, u .-_ - f/,. �•. �r ramp) i� 6• Side Cone c* rcr.p fia ea vat uniformly iron a maximum of 10X at curb to.. form h 1,cn itud not si gewn!k sic e d i¢rwulk.,l K \\��, 1_ , S p o Jacor, -to iQp of \V c of cgo.b 4,-c loin the rama> exrep+ Vn Case C and Case F. (� R \^See Notes Retainir a' -C% Min See Notes 1n. Jp and 11 ;Curb 91� i' ---i '7.. The curb h / sne oe cut: lned, as y 1/4", wi th..ti 1'-0' WT as .�-� 11 harder W rn naves a ximn Tel nn center,. See °oY� \v ,I PIan+3n Ol /f' gr Ppro Y �4 _ \\ 9 S $ Sidewalk .CASE F grooving deia.i.: /�10'/. Mar TOX M k ortao --.;• ['ASE (; ¢i_curb S�,a� � rt_11_rU \, RRR BF� 9. Retaining •�•""�•�-� 8. Tranai-ion= from renes end landing 'Toy wc'ks, .gutters or streets Z -- nee No, 4 I �Ib II?Otln raha!1hC f ash. Ond free ofoorJp rlCngaa: ill 4' �" See Notes 0 Tamm) Gutter Too or rdm0 ♦•-C" Min: 1)tlarirm.lm slopes g y A N.r dn�l 19 1 r vlaxl ine opts of ed o n�nr, urte s, the odd auiH ce rte"to.d el \ ea}aca9t to the ^.ur0 rcmp o cte.s ib le haute shall mat eu0eed RounCea See Na hu 9��� n----' �.._:.�---�-} d Pe rc nt t";n 4 0 a tn, top an¢ bo On, af. the duirt romp. CASED CASE E Max1 10. Curb rcmPS ShOl I hove a tlef c+chle Warning suhface that extends the ll air end 3'-0" depth of the rern Oc+ec+able wcrning 4 Wiror a f1cr'ed side ­Ula:Ya SECTION A -A urfa-fuc s's of con oYm c' -he a.toiis o r s plan old +.,,e ... prode 2'-C" stra yn+ nurb requirerre is in the,Sp ciol Prov s ns. I - a11 In. t11 . the d tec+able wo ning surface rarest the st,-+' a ( buiier Tet n ng tuna hall be between E and 8from thegutter flowl!ne. Z v 1 fib na j{ n,cC Cry "t o� ` \ Trh bF `Yd 4' b Nf 12 5itlew.rlk a•x1 roma thickness, "T,,heal b 3/, mfiimum h w _ ECRB v Round d i� -"1� 13 Ujilt+y b li bix.s m,ntwl es, au is and ct ctt>Er a Itty f oil yes c { o within the bounder las of the, urs ramp will bt re locpted ars O `' \ `( adjusted to ,rade oy, the ,own, prior to, or in conjuncr oo w;tn. '2% Max ru b ramp ,ane+rut+ A �5ee Note 9 SECTION B-6 a 3. l 4J P.e+aiain 14. Far ret rpf't carve trans, removnl4p�tl`resss-1herwise shown po-on �y Depress -entire sidewcik as re red will be of ire Ccni actor's epY n t.n, .. a \q�.0 project plans �`-� 4W On Orr `o •. R iaurb. if 1 67 t0'2 -i5 rn 1..--�' '•' _� cut+rr necessary Center tb in Center spacing �irr___ __� �j 3 T1�lN Sa% $ATSEU TRUNCATED DOME PATTERN (TTI -LINEA ""he a f!.... NotR 9 SECTION C -C tppraximdl y pie DETECTABLE WARNING SURFACE Sid. occurs prbvtde straight curb I-- 1/t" ee Note. i0 Cr..s lk if provided Limit of pdy 'j _7" .I _I I - STATf or CALIFORNIA 4 _011 M1 � .J�r-CJ I? ur"- �_ OEPARTNEM ff 7HANSFUP,?AT,CN. Ccosswalk if ovi0ed �ETAT� B Ste R unord"`. - * ° 1° - "'et4� T-- -- GROOVING DETAIL CURB RAMP DETAILS ZYPICAL CINE -RAMP r i. Y-�_- �� NIC SCALE DETAIL A CORNED INSTALLATION See RSR Aso, DATED s_PTEMBER 1, 2006 SUPERS ED S STANOAR7 PLAN Aeon TYPICAL TWO -RAMP CORNER INSTALLATION see Notes 1 p"d s NOte 9J RETROFIT DETAIL DATED MAY 1, 2006 - PACE 115 of THE STANDARD PLAru BOOR 0ATED MAY 20e6. Spa "ale 1 E"ia":'y `urn and a.°`.w°"` REVISED STANDARD PLAN RSP AOaA EXPANSION Jahr IRED IF D/W EXPANSION ABUTS CONCRETE "EAT FOM LINE 8 ;.� � Soo i•RED* 6 '' �!• EXPANSION 4' MiN. BACK OF CURB CONSTRUCTION . JOINT • , . . DETAIL �OEYI►1� X LENGTH TOP OF CURB DEEP SCORE JOINTS TO BE EVENLY PARKWAY WIDTH 8' CURB SAW Cllr EXIST. C & G SPACED W/MAT(, NOTES: INTERVAL F 8' BACK OF S/W SEE NOTE 3 7 ALL CONCRETE REMOVALS SHALL BE 4' B' SEE .- FLOW LINE 2. 90' RELATIVE COMPACTION REQUIRED PARKWAYS 1 GREATEil 6 '' �!• EXPANSION 4' MiN. BACK OF CURB CONSTRUCTION . JOINT • , . . DETAIL �OEYI►1� HEAVY DUTY DRIVEWAY {FOR COMMERCIAL, INDUSTRIAL, tic R-3 TYPE OF 90' BEND 45 BEND 11 1/2' OR FITTING 22 1/2' BEND IIII� TIN= � . • 4' 2 1 1 W a 6" 4 2 1 0 8" 7 4 2 N 10• 12 s 3 12' 18 10 g TYPE OF TEE OR TEE FITTING DEAD END WIoil T 5` I GR 1 1a" FACE OF C R9 A.C. 1/4"R } 1/4" LIP 'a FLOW LINE GUTTER k a. 0 a d ` ° 1 ROLLED CURB .. R GUTTER SECTION o a" ` q"R . a r Q d C ° i 1 IY4" 12"-�'-"� 1" BATTER --1 30" 6" 1 23" 1/4-R A.C. FACE OF CURB FLOW LINE 1/4" LIP OF 1'`R , 2"R GUTTER I VERTICAL CURB GUTTER SECTION `° e' d d , 1"R., a GR •.e . I 1�„ 1' BATTER- --a i-� -- 67 11' LIP OF 1/4"R � FACE OF GUTTER CURB FLOW LINE A.C. - SEE 1"R NOTE 1 (TYP) MEDIAN CURB 8t 1/2"R S=1/4"/FT. 12" as �, meq_ ` SEE NOTE 3 GUTTER SECTION 1"R. •e i -6t"" 3/4" NOTES: SEE NOTE 5 i' BATTER-� 1. A.C. PAVING ADJACENT TO ALL GUTTERS SHALL BE 1/4' ABOVE THE LiP OF GUTTER. 2. INSTALL. 1/4" WiDE EXPANSION JOINTS AT 46' MAX. INTERVALS AND 1/$" SCORED CONTROL JOINTS AT 12' MAX. INTERVALS ON ALL CURBS AND GUTTERS, 3. THE DIRECTION OF FALL OF MEDIAN GUTTER CROSS -SLOPES SHALL BE THE SAME AS THE ADJACENT STREET. 4. SEE STANDARD S-3 FOR DETAIL OF INSTALLATION OF GUTTER ADJACENT TO EXISTING A.C. 5. INSTALL MEDIAN CURB WITHOUT THE GUTTER, UNLESS SPECIFICALLY SHOWN ON IMPROVEMENT PLANS. 6. PLACE AGGREGATE BASE UNDER CURB AND GUTTER TO DEPTH OF STRUCTURAL SECTION WITH 2" MINIMUM THICKNESS. STANDARD PLAN NO. P.C.C. CURB AND GUTTER- SHEET,] OF 1 .. R/W R/Yti Q STREET 1' MIN - 2' MAX PLACE -X4' 2'X4 REDWOOD 'ST AKE, � PAINTED WHITE, OVER PLUGGED END, MARK 'S' IN BACK �' MARKED '"S' W/ DEPTH. SIDEWALK OVER SERVICE LATERAL X LENGTH TOP OF CURB DEEP SCORE JOINTS TO BE EVENLY PARKWAY WIDTH 8' CURB SAW Cllr EXIST. C & G SPACED W/MAT(, NOTES: INTERVAL F 8' BACK OF S/W 1. ALL CONCRETE REMOVALS SHALL BE 4' B' TO NEAT SAW CUT LINES. FLOW LINE 2. 90' RELATIVE COMPACTION REQUIRED ON SUBGRADE. � ATON OF BROOM 3. 1' ADDITIONAL CONCRETE THICKNESS MIN. L MAX. L MAY BE SUBSTITUTED FOR THE REQUIRED I•.-� CURB OPENING L+2X 16' 36' 4. OF CLASS 2 AB. 4. ALL DRIVEWAYS SHALL HAVE 2 N0. 4 REBARS 12'O.C. IN THE GUTTER AND B`x6' 10 GA, WIRE MESH THROUGHOUT THE APPROACH. 5. D/W /APPROACH SWILL BE POURED 4" T SEPARATELY WITH CURB UNLESS OTHERWISE � L X v .� APPROVED BY THE ENGR. NEW CONCRETE D2IVEWAY AREAS 6. ON SITE GRADING MAY BE REQUIRED 8"3500 PSI CONCRETE W/ #3 REBAF2 LOCATED 24' O.C. 7 TO ELIMINATE EXCESSIVE GRADE CHANGE AND TQ MOUNTAIN SUITABLE DRAINAGE PLACE IN TOP I/3 OF SLAB. OVER 6" CL 2 A.B. OYER 12" 7. MAXIMUM CURB OPENING MAY BE NATIVE COMPACTED TO 95% R.D. SEE THE 12' INCREASED DUE T'0 SPECIAL CONDITIONS GEOTECHNICAL REPORT BY WALLACE � ON APPROVAL OF CRY ENGINEER. KUHL d ASSOCIATES INC. DATED JULY 21. 2011 HEAVY DUTY DRIVEWAY {FOR COMMERCIAL, INDUSTRIAL, tic R-3 TYPE OF 90' BEND 45 BEND 11 1/2' OR FITTING 22 1/2' BEND IIII� TIN= � . • 4' 2 1 1 W a 6" 4 2 1 0 8" 7 4 2 N 10• 12 s 3 12' 18 10 g TYPE OF TEE OR TEE FITTING DEAD END WIoil T 5` I GR 1 1a" FACE OF C R9 A.C. 1/4"R } 1/4" LIP 'a FLOW LINE GUTTER k a. 0 a d ` ° 1 ROLLED CURB .. R GUTTER SECTION o a" ` q"R . a r Q d C ° i 1 IY4" 12"-�'-"� 1" BATTER --1 30" 6" 1 23" 1/4-R A.C. FACE OF CURB FLOW LINE 1/4" LIP OF 1'`R , 2"R GUTTER I VERTICAL CURB GUTTER SECTION `° e' d d , 1"R., a GR •.e . I 1�„ 1' BATTER- --a i-� -- 67 11' LIP OF 1/4"R � FACE OF GUTTER CURB FLOW LINE A.C. - SEE 1"R NOTE 1 (TYP) MEDIAN CURB 8t 1/2"R S=1/4"/FT. 12" as �, meq_ ` SEE NOTE 3 GUTTER SECTION 1"R. •e i -6t"" 3/4" NOTES: SEE NOTE 5 i' BATTER-� 1. A.C. PAVING ADJACENT TO ALL GUTTERS SHALL BE 1/4' ABOVE THE LiP OF GUTTER. 2. INSTALL. 1/4" WiDE EXPANSION JOINTS AT 46' MAX. INTERVALS AND 1/$" SCORED CONTROL JOINTS AT 12' MAX. INTERVALS ON ALL CURBS AND GUTTERS, 3. THE DIRECTION OF FALL OF MEDIAN GUTTER CROSS -SLOPES SHALL BE THE SAME AS THE ADJACENT STREET. 4. SEE STANDARD S-3 FOR DETAIL OF INSTALLATION OF GUTTER ADJACENT TO EXISTING A.C. 5. INSTALL MEDIAN CURB WITHOUT THE GUTTER, UNLESS SPECIFICALLY SHOWN ON IMPROVEMENT PLANS. 6. PLACE AGGREGATE BASE UNDER CURB AND GUTTER TO DEPTH OF STRUCTURAL SECTION WITH 2" MINIMUM THICKNESS. STANDARD PLAN NO. P.C.C. CURB AND GUTTER- SHEET,] OF 1 .. R/W R/Yti Q STREET 1' MIN - 2' MAX PLACE -X4' 2'X4 REDWOOD 'ST AKE, � PAINTED WHITE, OVER PLUGGED END, MARK 'S' IN BACK �' MARKED '"S' W/ DEPTH. SIDEWALK OVER SERVICE LATERAL X LENGTH PARKWAY WIDTH 8' CURB 8' URB 210' 3' S' < 10' 4' B' . OF SERVICE O.D. 1/8 BEND TAPPING SADDLE • •----• -- --.... (CONNECTED TO PIPE W/STAIN LISS STEEL STRAP) SANITARY SEWER SERVICE CONNECTION 4' MIN. SERVICE PLACE 18' DVA X12 WIRE CIRCLE AT SEWER LATERAL - ENDS. PLIC AT R/W (EASILY REMOVABLE) PLACE SERVICE LINE AGAINST UNDISTURBED EARTH IN KEYWAY ^� EXCAVATED IN TRENCH WALL A MIN r 10' MIN. MIN. SLOPE 1/4' PER FOOT REQUIRED BEARING - TOTAL SQUARE FEET NOTES: 1. THRUST BLOCKS 1`0 BE CONSTRUCTED OF CLASS 'B' CONCRETE. 2. AREAS GIVEN ARE FOR CLASS 150 PIPE AT TEST PRESSURE OF 150 P.S.I. IN SOIL WITH 2.000 P.S.F. BEARING CAPACITY. INSTALLATIONS USING DIFFERENT PIPE, TEST PRESSURES, AND/OR SOIL TYPES SHOULD ADJUST AREAS ACCORDINGLY, SUBJECT TO APPROVAL OF ENGINEER. 3. BLOCKS TO BE POURED AGAINST UNDISTURBED SOIL 4. JOINTS TO BE KEPT CLEAR OF CONCRETE 5. BLOCKS TO BE IN PLACE 7 (SEVEN) DAYS BEFORE TESTING. 6. ALL PLUGS SHALL BE SECURED WiTH THRUST BLOCKS. 7. SEE STANDARD DEAL 304 FOR CROSS THRUST BLOCK.. H PLUG 4" T y � L X v .� ; 0 N 8` 5 7 10" 8 12 N U p 12' 72 18 � o it THRUST BLOCKS 3'-Oi MIN I 111MI I I I 1 . V.IIIamII SII LONG RADIUS BEND {EYP} UNDISTRUBW EARTH Y FiTT1NG OR TEE (NEW MAIN) OR TAPPING SADDLE FITTING (CONNECTION INTO EX ISTING AWN -SEE DETAIL BELOW) LATERAL I NOTES: I. SERVICES SHALL HAVE SAME REDOING AND BACKFILL AS MAIN SEWER. (SEE STANDARD DETAIL 0501) 2. ANY REPAIRS DONE TO SERVICES OR AWNS SHALL HAVE COMPRESSION COUPLINGS WITH STAINLESS STEEL SHEAR RINGS T NG COLLAR LE (GR PIP CiTY APPROV UIRED CON N) C GR �Pl W Ln Cn fa 0a UJ � L(1 00 i N dl W� 0) 00 ,y O Ln I {Lin! v rn o c LL = O 2z Ln Woo BLOCK.. THRUST BLOCKS 3'-Oi MIN I 111MI I I I 1 . V.IIIamII SII LONG RADIUS BEND {EYP} UNDISTRUBW EARTH Y FiTT1NG OR TEE (NEW MAIN) OR TAPPING SADDLE FITTING (CONNECTION INTO EX ISTING AWN -SEE DETAIL BELOW) LATERAL I NOTES: I. SERVICES SHALL HAVE SAME REDOING AND BACKFILL AS MAIN SEWER. (SEE STANDARD DETAIL 0501) 2. ANY REPAIRS DONE TO SERVICES OR AWNS SHALL HAVE COMPRESSION COUPLINGS WITH STAINLESS STEEL SHEAR RINGS T NG COLLAR LE (GR PIP CiTY APPROV UIRED CON N) C GR �Pl W Ln Cn fa 0a UJ � L(1 00 i N dl W� 0) 00 ,y O Ln I {Lin! v rn o c LL = O 2z Ln Woo � L X v .� W N -JUL � 0Ln VJ N U p O t � o it � 00 IT 0 _j I C 0 > M Lit 10-679 JCM I 3/15/12 3 of 4 JOINT ENEAT XPANSION JOINT REQUIRED IF D/W ABUTS CONCRETE REQUIRED UNE � �•m GENERAL NOTES I. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE, AND SHALL BE RESPONSIBLE FOR CONDITIONS OF ALL WORK AND MATERIALS, INCLUDING THOSE FURNISHED BY SUB -CONTRACTORS. HE WiLL IMMEDIATELY NOTIFY THE ENGINEER AND THE OWNER OF ANY DISCREPANCIES. 2. ALL MATERIALS AND WORKMANSHIP SHALL BE PERFORMED IN ACCORDANCE WITH CALTRANS STANDARD CONSTRUCTION SPECIFICATIONS, CURRENT VERSION AND CiTYOF BIGGS STANDARDS, MUNICIPAL CODES AND THEIR REFERENCES AND TO THE APPLICABLE PROVISIONS OF THE CURRENT EDITION OF THE CALIFORNIA BUILDING CODE. 3. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES ON THIS SHEET. 4. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS AS REQUIRED. 5. FOR CONSTRUCTION STAKING CALL ROBERTSON ERICKSON, CiViL ENGINEERS AND SURVEYORS. CALL ROBERTSON ERICKSON 48 HOURS PRIOR TO THE START OF CONSTRUCTION AND IN ADVANCE OF REQUIREMENTS FOR CONSTRUCTION STAKING ON 894-3500. THE CONTRACTOR 1S RESPONSIBLE FOR PAYING FOR STAKING. 6. NOTE REGARDING EARTHWORK: THIS SiTE WAS DESIGNED TO CONFORM TO EXISTING CONDITIONS. ROBERTSON ERICKSON DOES NOT WARRANT OR GUARANTEE A BALANCED SITE. FACTORS AFFECTING A SITE BALANCE INCLUDE SOILS FACTOR (VOLUME CHANGE), TYPE AND EXTENT OF UTILITY TRENCHES, SUBGRADE DEPTHS, PAD GRADING, AND LANDSCAPE TREATMENTS. THE CONTRACTOR SHOULD MAKE HiS OWN ESTIMATES OF EARTH -WORK QUANTITIES AND RELY ON THEM. THE CONTRACTOR SHOULD ALSO MAKE PROVISIONS FOR AN IMBALANCE BY IDENTIFYING ON-SITE OR OFF-SITE DISPOSAL OR EXTRACTION SITES, AND BY PROVIDING REASONABLE CONTINGENCIES FOR PAYING FOR SUCH WORK. 7. ALL MATERIALS SPECIFIED ON THESE PLANS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. 8. ROBERTSON ERICKSON, INC. WiLL NOT PROVIDE ELECTRONIC FiLES OR VERTICAL AND HORIZONTAL CONTROL POINTS TO BE USED IN PREPARATION OF "STAKING MODELS" OR FOR USE IN "GPS CONSTRUCTION STAKING" ACTIVITIES TO ANY INDIVIDUAL OR COMPANY WHO 15 NOT LICENSED IN THE STATE OF CALIFORNIA TO PRACTICE CIVIL ENGINEERING AND/OR PROFESSIONAL LAND SURVEYING. SiTE CLEARING 1. REMOVE SURFACE DEBRIS. 2. DEMOLISH AND REMOVE CONCRETE, PAVING, AND ETC. IN CONSTRUCTION AREA. 3. CLEAR NEW CONSTRUCTION AREA OF PLANT LIFE AND GRASS. 4. CONFORM TO APPLICABLE CODE FOR DISPOSAL OF DEBRIS. 5. COORDINATE CLEARING WORK WITH UTILITY COMPANIES. PROTECTION i. PROTECT BENCH MARKS, EXISTING STRUCTURES, FENCES, ROADS, SIDEWALKS, PAVING, AND CURBS. 2. PROTECT ABOVE OR BELOW GRADE UTILITIES WHiCH ARE TO REMAIN. 3. PROTECT ALL LANDSCAPING AND TREES THAT ARE TO REMAIN. PREPARATION I. IDENTIFY KNOWN BELOW GRADE UTILITIES. POTHOLE TO VERIFY EXISTING UTILITY LOCATIONS AND DEPTHS. CALL UNDERGROUND SERVICES ALERT (U.S.A.) 48 HOURS BEFORE EXCAVATION. STAKE AND FLAG LOCATIONS. ROBERTSON ERiCKSON WILL NOT ACCEPT RESPONSIBILITY FOR THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES. 2. IDENTIFY AND FLAG ALL UTILITIES. 3. MAINTAIN AND PROTECT EXISTING UTILITIES REMAINING WHICH PASS THROUGH WORK AREA. 4. UPON DISCOVERY OF UNKNOWN UTILITIES OR CONCEALED CONDITIONS, DISCONTINUE AFFECTED WORK; NOTIFY ENGINEER. PAVEMENT SECTIONS 1. ASPHALT CONCRETE SHALL BE TYPE A (1/2"MAX) WITH FOG SEAL OVER CLASS 2 AGGREGATE BASE WiTH PRIME COAT. ENGINEERED FILL/NATIVE SHALL BE COMPACTED TO 95% RELATIVE DENSITY. BASED ON THE GEOTECHNICAL REPORTS BY WALLACE KUHL 4 ASSOCIATES INC. DATED JULY 21, 2011. SEE THE SAME REPORT FOR INSTALLATION RECOMMENDATIONS. REFER TO DETAIL ON SHEET C6 FOR LOCATIONS. CONCRETE SECTIONS I. PORTLAND CEMENT CONCRETE SHALL BE AS SHOWN ON THE GEOTECHNICAL REPORTS BY WALLACE KUHL 4 ASSOCIATES INC. DATED JULY 21, 2011. SEE THE SAME REPORT FOR INSTALLATION RECOMMENDATIONS. REFER TO SHEET C5 FOR LOCATIONS. SANITARY SEWER SYSTEM I. SANITARY SEWER PiPE SHALL BE PVC SDR -35, RATED FOR H2O LOADING AS DETERMINED BY THE DEPARTMENT OF TRANSPORTATION (D.O.T.) 2. MANHOLES SHALL RATED FOR H-20 LOADING AS DETERMINED BY THE D.O.T. STORM DRAIN SYSTEM i. STORM DRAIN PIPES SHALL BE CLASS 4 RCP OR AN APPROVED EQUIVALENT. PiPES SHALL BE RATED FOR H-20 LOADING AS DETERMINED BY THE DEPARTMENT OF TRANSPORTATION (D.O.T.). 2. AREA DRAINS $ DRAIN INLETS SHALL BE COOK CONCRETE PRODUCTS OR AN APPROVED EQUIVALENT, AND RATED FOR H-20 LOADING AS DETERMINED BY THE D.O.T. WATER MAIN SYSTEM NOTES: I. DOMESTIC WATER MAINS SHALL BE POLYVINYL CHLORIDE PiPE (PVC) AWWA C-900 CLASS 150 FIRE WATER MAINS SHALL BE POLYVINYL CHLORIDE PIPE (PVC) C-900 CLASS 200 2. MATERIALS A. POLYVINYL CHLORIDE PiPE (PVC) SHALL BE OF TYPE IN ACCORDANCE WITH AWWA C900 STANDARDS, B. DUCTILE IRON PiPE AND FITTINGS (D.I.) SHALL BE OF TYPE IN ACCORDANCE WITH AWWA C151. 4" AND SMALLER SHALL BE CLASS 51. 6" AND LARGER SHALL BE CLASS 50. PIPE AND FITTINGS SHALL BE FLANGED AND FLANGE GASKETS SHALL BE A 1/8" THiCK RED RUBBER RING SUITABLE FOR USE WiTH POTABLE WATER SYSTEMS. 3, IN AREAS WHERE THE WATER MAINS INTERSECT OTHER SERVICES, THE WATER MAINS SHALL BE INSTALLED SO THAT THE WATER MAINS CROSS ABOVE THE OTHER SERVICES. WHERE THE INTERSECTION OF THE WATER MAINS AND OTHER SERVICES CONFLICT, GRAVITY SYSTEMS SHALL HAVE CONTROL OVER PRESSURE SYSTEMS, 4. STANDARD MiNiMUM COVER i5 36", IF MINIMUM COVER CAN NOT BE PROVIDED COVER AS SHOWN ON DETAIL 4 SHEET C5. CONTACT ENGINEER PRIOR TO BACK FiLL. 5. ALL WATER MAIN LENGTHS ARE APPROXIMATE AND THE CONTRACTOR HAS THE RESPONSIBILITY TO VERIFY THE EXACT LENGTH OF ALL WATER MAiNS AND THE LOCATIONS OF FITTINGS. 6, CONTRACTOR TO FURNISH ALL TEES, VALVES, ELBOWS, MECHANICAL JOINT RESTRAINTS 4 THRUST BLOCKS AS NECESSARY TO INSTALL THE WATER 4 FIRE SERVICE MAiN. 7. MECHANICAL JOINT RESTRAINTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS $ SPECIFICATIONS BY EBBA IRON INC. OR APPROVED EQUAL. AIR QUALITY_ NOTES: A. WATER ALL ACTIVE CONSTRUCTION AREAS AT LEAST TWiCE DAILY. THE FREQUENCY SHOULD BE BE BASED ON THE TYPE OF OPERATION, SOIL CONDITIONS, AND WIND EXPOSURE. B. iF NECESSARY, APPLY CHEMICAL SOIL STABILIZERS TO INACTIVE CONSTRUCTION AREAS (DISTURBED AREAS THAT ARE UNUSED FOR AT LEAST FOUR CONSECUTIVE DAYS) TO CONTROL DUST EMISSIONS. DUST EMISSIONS SHOULD BE CONTROLLED AT THE SiTE FOR BOTH ACTIVE AND INACTIVE CONSTRUCTION AREAS THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD, INCLUDING HOLIDAYS, C. LIMIT VEHICLE SPEEDS TO 15 MPH ON UNPAVED ROADS D. SUSPEND LAND CLEARING, GRADING, EARTH MOVING, OR EXCAVATION ACTIVITIES WHEN WiND SPEEDS EXCEED 20 MPH. E. 1F APPLICABLE, APPLY NON-TOXIC BINDERS (E.G. LATEX ACRYLIC COPOLYMER) TO EXPOSED AREAS AFTER CUT AND FILL OPERATION AND HYDROSEED THE AREA F. PLANT VEGETATIVE GROUND COVER IN DISTURBED AREAS AS SOON AS POSSIBLE. G. COVER INACTIVE STORAGE AREAS. H. PROJECT APPLICANT SHALL CONSULT WiTH THE BUTTE COUNTY AIR QUALITY MANAGEMENT DISTRICT ABOUT THE APPLICATION OF A PAVED (OR DUST PALLIATIVE TREATED) APRON ONTO THE PROJECT SITE. I. SWEEP OR WASH PAVED STREETS ADJACENT TO THESITE WHERE ViSIBLE SILT OR MUD DEPOSITS HAVE ACCUMULATED DUE TO CONSTRUCTION ACTIVITIES. J. POST A PUBLICLY V151BLE SIGN AT THE CONSTRUCTION SITE WITH THE NAME AND TELEPHONE NUMBER OF THE PERSON TO CONTACT REGARDING DUST COMPLAINTS. THIS PERSON SHALL RESPOND AND TAKE CORRECTIVE ACTION WITHIN 24 HOURS. THE TELEPHONE NUMBER OF THE BCAQMD SHALL ALSO BE ViSIBLE TO ENSURE COMPLIANCE WITH BCAQMD RULES 201 AND 207 (NUISANCE AND FUGITIVE DUST EMISSIONS). K. PRIOR TO FINAL OCCUPANCY, THE APPLICANT SHALL DEMONSTRATE THAT ALL GROUND SURFACES ARE TREATED SUFFICIENTLY TO MINIMIZE FUGITIVE DUST EMISSIONS. FUGITIVE DUST EMISSIONS ARE CONSIDERED DUST CLOUDS CAUSED BY WiND, TRAFFIC, OR OTHER DISTURBANCES TO EXPOSED GROUND SURFACES. STORM WATER POLLUTION PLAN: A. REFER TO THE STORM WATER POLLUTION PLAN FOR THIS SITE. WDID# 5R04C361583 B. DOCUMENTS KEPT ONSITE AT THE SUNWEST MILLING OFFICES OR JOB TRAILER, I I Iq AI I im t[II1 I I(I \1 I 11 Batter Face angle (See Anchor Detail B on Std Plan D74C) -Far curbbatter and curb height sea Table B Vargutter flow) ins depression , •1 : 9:1 1:1 - i dng dins wren used SECTION D-8itn wrb PLAN TYPE GO 7' I o � � w _ o L3'/2" x 3" x Bar LA" x 3.. ■ 7�" 0 Holes required only with trash rack GRATE FRAME FOR TYPE GDO INLET Saari Dike or curb when eug Line d with curb ^F Anchors (Face angle) PLAN TYPE GDO Face angle (See Anchor Detail S on Std Pion 074C) or curb botter ane p' curb height see Table B Trean ruck be used at �m Ba+ter Var gutter flowl'n ae s;on Pu P �.0.7'Ma% in 8nou leer location inatallat ions only X11 SECTION A -A 11 x 35A" Keys L4" x 3 x IA.4" L2'/z" x 2112"X '/4" . i -7 1 Min 0 ® 2" \L3%," x 3" x 1/," 3'-41'1, as required TRASH RACK (For use with pump irstallatTon) TABLE A _CONCRETE QUANTITIES H-3'-0" To 8'-0" Tom' H=8'-1"TO 20'-C" T=8" AODITIONAL ADDITIONAL TYPE H=3'-0" PCC 8'-1" FIC0 PCH PER Cy Cy Cy Cy CO 1.24 0.245 3.39 0.346 ODO 1.62 C.322 4,35 I 0.446 r Table based on E floor slab, no deduction for pipe openings, and curb type gfvinq highest quantity of concrete. No ded,lat'fons or cdjus}men}s are 4a be matle 40 4hee6 quant"ties because of .pipe openings, alfferent floor alternatives or different curb type. TAAI F B NORMAL CURB CURB CURB "a' LII TYPE HEIGHT BATTEN Grate DIMENSION � Type 24 Al -H 4" R 2., w V I 6" 4" PLAN TYPE GDO Face angle (See Anchor Detail S on Std Pion 074C) or curb botter ane p' curb height see Table B Trean ruck be used at �m Ba+ter Var gutter flowl'n ae s;on Pu P �.0.7'Ma% in 8nou leer location inatallat ions only X11 SECTION A -A 11 x 35A" Keys L4" x 3 x IA.4" L2'/z" x 2112"X '/4" . i -7 1 Min 0 ® 2" \L3%," x 3" x 1/," 3'-41'1, as required TRASH RACK (For use with pump irstallatTon) TABLE A _CONCRETE QUANTITIES H-3'-0" To 8'-0" Tom' H=8'-1"TO 20'-C" T=8" AODITIONAL ADDITIONAL TYPE H=3'-0" PCC 8'-1" FIC0 PCH PER Cy Cy Cy Cy CO 1.24 0.245 3.39 0.346 ODO 1.62 C.322 4,35 I 0.446 r Table based on E floor slab, no deduction for pipe openings, and curb type gfvinq highest quantity of concrete. No ded,lat'fons or cdjus}men}s are 4a be matle 40 4hee6 quant"ties because of .pipe openings, alfferent floor alternatives or different curb type. TAAI F B NORMAL CURB CURB CURB "a' rn V TYPE HEIGHT BATTEN DIMENSION DIMENSION Al -H au 2., w V At -6 6" 4" E-' _ .� Type A Dike 6" 3" TM Slale "r Cd>/mn'a Y Ae M'mre lI "' IIYIt- - �wvrP,wc"osr d Wwf�c aWw of ��'t a 7o 9y b/h C&M mal A% to A AYWAww&MG . NOTES: I. "H" is the oifrerence In elevation between the outlet p p. flow line and the normal gutter grnde line undepressed. 2 For "T" well thickness, see Table Abelow. 3 Wall reinforcing net required when "H" is 8'-0" or leas and the uns pp rted width or length is 7'-0' or less. Walls exceeding these (imus shall be reinforced with #4 O T$"t centers placed 1%2° clear to inside of box unless otherwise shown. 4. Inlet bottomreinforcing not required. See Standard Plar 0 74C for alternative reinforced bottom. 5 Steps = NOoe required where 'Ti is less than 2'-6" where "h s 2'-6" or more., install steps "'I owest rung 1'-0" above the floor cnd highest rung not more than 6" below top of inlet.. The dis lance between steps shall not exceed 1 0" and .no lIbe uniform throughout' the length of the wall. Place steps in the wall without on opening. Step Inserts m ay he suhstl}uten for the her stets. S+ep Inserts shall comply with State IncuStrial Safety. requirements. Sea Standard Pion D74C for step details. 6. When shown on the project plane, pioee. a 46 plain round protection ba horizontally across the length of the opening and bendback 4" into the inlet wall an each side. 7. Pipeis) can be placed in any wall. ct 8. Curb section shall mch odic-nt curb. 9. 91sin floors shall have woad trowel finish and shall s lope. toward the outlet pipe as shown. IC. Gclvon;zing See Sta-dard Specifications or.Speoial Provisions. 11.. See Standard Plan 077A and 0779 for grateand frame details and weights of miscellaneous iron and .+eel. 12. Ses Standard Plan p78A for gutter depression details. 13. Pull penetration buttwelas may be substituted for the f'I et welds on all anchors. 14. Stonaaro square, hexagon, round or equivalent heaped anchorstoy be subat;-uted for the right angle hooks on +he dnchors shown on +hie pion. 15. Cost -'n-plot, or precast alternotive is aptionol with contractor. See Standard Spec fupdt�ons.. 16. Coet 'n -piece roles to be formed around oil pipes/stubo intersec Ing the inlet and concrete poured in, one continuous opera+ion. Precast role+a ehalI hove mortared pipe connections conforming to 'Jere its inlets etls far Type GCP on Standard Plan D758. See Standard Specifications for mortar composition: STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DRAINAGE INLETS NO SCALE D7 10-679 S�M rn V CE � W Ln w V Ln rn E-' _ .� 00 COE i fV O1 d1 00 O W O L , v rno c � nz M `^ O a.._ (Uy�' it - '- i X v V W N ! GJ f f1W c c � L O //""'' r 00 L) O M00 4J 00 11'r o (D 111 u 0 1 0 -0 0 ._I m Ln JCM 3/15/12 4 of 4 W � a w � fel E-' O �w� w � W C;6O� U� O� � O JCM 3/15/12 4 of 4 NEM/ DIAGONAL PARKING STRIPING - PROPOSED STREET TREES AND LANDSCAPING TO MATCH EKISTING— SRE PLAN I SEE CML PLANS FOR DESIGN AND LOCATION OF NEW AC PAVING AND CONCRETE 2 SEE ELECTRICAL PLANS FOR SITE LIGHTING AND EXTERIOR BUILDING LIGHTING, AND PROPOSED ELECTRICAL POWER SWITCHGEAR LOCATION AND UNDERGROUND CONNECTION POINTS. 3. ALL WORK SHALL COMPLY WITH THE CITY OF BIGGS SITE PLAN REVIEW #2011-03 AND CONDITIONS OF PROJECT APPROVAL DOCUMENT DATED AUGUST 24th, 2011 PERMIT# 912-- d ( 1 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO E�OMPLIANCE DATE �o 11 —BY a a e Copyright © 2012 Ali ideas desi�B errerperrrenta end pare hdcated ar represented MELBURGand ROSSEfTO end were created evolred endend r«oaa&d um Acb rand h M N or d 8obmd to wV peraorti itrr, « carporetbn far any ppuuppooeeee wtetamw W taut the written per rWion of =rmm and ROSSE TO. (�� 1 u�1�(T R TO ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 (530) 891-1710 (530) 891-0138 FAX http://www,nmrdesign.com e In LICENSE STAMPS � v AFRI 9-�:P �. Q� CP CAL��O PROJECT NAME Q PROPOSED WAREHOUSE EXPANMON FOR 8 U N W E c,53 T WLUNU`� �� 0 Mrr-" A N Y 507 BANNOCK ST. BIGG,% CALIFORNIA al In SHEET TITLE OVERALL SITE PLAN al In DRAWING STATUS CD SET POST PERMIT REVISIONS a REVISIONS Sym Description By Date 'CSS PE--RMii- DAR 5/23/12 a a Drawn By DAR Checked By Date Drawn 5/31/12 Scale 111=501-011 Job No. 10-5364,20 a in SHEET No. A0.1 a e In t� ,x �a 4 a x a 5 NEM/ DIAGONAL PARKING STRIPING - PROPOSED STREET TREES AND LANDSCAPING TO MATCH EKISTING— SRE PLAN I SEE CML PLANS FOR DESIGN AND LOCATION OF NEW AC PAVING AND CONCRETE 2 SEE ELECTRICAL PLANS FOR SITE LIGHTING AND EXTERIOR BUILDING LIGHTING, AND PROPOSED ELECTRICAL POWER SWITCHGEAR LOCATION AND UNDERGROUND CONNECTION POINTS. 3. ALL WORK SHALL COMPLY WITH THE CITY OF BIGGS SITE PLAN REVIEW #2011-03 AND CONDITIONS OF PROJECT APPROVAL DOCUMENT DATED AUGUST 24th, 2011 PERMIT# 912-- d ( 1 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO E�OMPLIANCE DATE �o 11 —BY a a e Copyright © 2012 Ali ideas desi�B errerperrrenta end pare hdcated ar represented MELBURGand ROSSEfTO end were created evolred endend r«oaa&d um Acb rand h M N or d 8obmd to wV peraorti itrr, « carporetbn far any ppuuppooeeee wtetamw W taut the written per rWion of =rmm and ROSSE TO. (�� 1 u�1�(T R TO ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 (530) 891-1710 (530) 891-0138 FAX http://www,nmrdesign.com e In LICENSE STAMPS � v AFRI 9-�:P �. Q� CP CAL��O PROJECT NAME Q PROPOSED WAREHOUSE EXPANMON FOR 8 U N W E c,53 T WLUNU`� �� 0 Mrr-" A N Y 507 BANNOCK ST. BIGG,% CALIFORNIA al In SHEET TITLE OVERALL SITE PLAN al In DRAWING STATUS CD SET POST PERMIT REVISIONS a REVISIONS Sym Description By Date 'CSS PE--RMii- DAR 5/23/12 a a Drawn By DAR Checked By Date Drawn 5/31/12 Scale 111=501-011 Job No. 10-5364,20 a in SHEET No. A0.1 a e In t� ,x 4 a NEM/ DIAGONAL PARKING STRIPING - PROPOSED STREET TREES AND LANDSCAPING TO MATCH EKISTING— SRE PLAN I SEE CML PLANS FOR DESIGN AND LOCATION OF NEW AC PAVING AND CONCRETE 2 SEE ELECTRICAL PLANS FOR SITE LIGHTING AND EXTERIOR BUILDING LIGHTING, AND PROPOSED ELECTRICAL POWER SWITCHGEAR LOCATION AND UNDERGROUND CONNECTION POINTS. 3. ALL WORK SHALL COMPLY WITH THE CITY OF BIGGS SITE PLAN REVIEW #2011-03 AND CONDITIONS OF PROJECT APPROVAL DOCUMENT DATED AUGUST 24th, 2011 PERMIT# 912-- d ( 1 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO E�OMPLIANCE DATE �o 11 —BY a a e Copyright © 2012 Ali ideas desi�B errerperrrenta end pare hdcated ar represented MELBURGand ROSSEfTO end were created evolred endend r«oaa&d um Acb rand h M N or d 8obmd to wV peraorti itrr, « carporetbn far any ppuuppooeeee wtetamw W taut the written per rWion of =rmm and ROSSE TO. (�� 1 u�1�(T R TO ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 (530) 891-1710 (530) 891-0138 FAX http://www,nmrdesign.com e In LICENSE STAMPS � v AFRI 9-�:P �. Q� CP CAL��O PROJECT NAME Q PROPOSED WAREHOUSE EXPANMON FOR 8 U N W E c,53 T WLUNU`� �� 0 Mrr-" A N Y 507 BANNOCK ST. BIGG,% CALIFORNIA al In SHEET TITLE OVERALL SITE PLAN al In DRAWING STATUS CD SET POST PERMIT REVISIONS a REVISIONS Sym Description By Date 'CSS PE--RMii- DAR 5/23/12 a a Drawn By DAR Checked By Date Drawn 5/31/12 Scale 111=501-011 Job No. 10-5364,20 a in SHEET No. A0.1 a e In FS -1 g Q / X x x �w #w �Q \ T C) \ 0 N o � g 7 x ' X rr t PHASE 2 e e e Copyright © 2012 M Ideaft s deelgie energerr�enla end plena r,a�ted ar MELBURG and ROSSMO end were ore evoked and jt Z f' Idees�deeig�e, en ng mere or plain *W bee�iusedede w�fi;or d6closed to wy eboe rtu ft itm ar carpaatbn far eN ELBURG and ROSSEIT0. of NICHOLS, M NRC OLS ISI E R Cir R T O ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http://www.nmrdesign.com e o CONSULTANTS � 0 LICENSE STAMPS ARCy,T v J� � R ti9 ��j► O No. C28804 OF CALF PROJECT NAME A PROPOSED MANTENANCE BULDNO FOR SUNWEST MILLING COMPANY 507 BANNOCK ST. BIGG4 CAUFORNIA 0 0 SHEET TITLE ENLARGED SITE PLAN Clo DRAWING STATUS CD SET PERMIT RESUBMITTAL al In REVISIONS Sym. Description By Date 13\ POST PP.RMI DAR 5115!12 mi I o Drawn By DAR Checked By Date Drawn 09/23/11 Scale 1/16114-011 Job No. 10-5364 e in SHEET No. A0.2 1 1111111111111111161 1 a] SrrE PLAN GENERAL DOTES 1 SEE CML PLANS FOR DESIGN AND LOCATION OF NEW AC PAVING AND CONCRETE 2 SEE ELECTRICAL PLANS FOR SITE LIGHTING AND EXTERIOR BUILDING LIGH11NQ AND PROPOSED ELECTRICAL POWER SWITCHGEAR LOCATION AND UNDERGROUND CONNECTION POINTS. 3. ALL WORK SHALL COMPLY WITH THE CITY OF BIGGS SITE PLAN REVIEW #2011-03 AND CONDITIONS OF PROJECT APPROVAL DOCUMENT DATED AUGUST 24th, 2011 SITE PLAN KEY NOTES PUBLIC CONCRETE SIDWALK PER CITY OF BIGGS STANDARDS - SEE CML DRAWINGS F2 NEW STREET FRONTAGE LANDSCAPING TO MATCH DgST1NG. ❑3 TRAFFIC RATED DRAINAGE GRATE OVER SUMP PIT - SEE CML DWGS. ® 60 STEEL PIPE BOLLARD - SEE DETAIL 3/A0.3 ElNEW 6 FOOT HIGH CHAIN LINK FENCE - SEE DETAIL 10/A0.3 © EXISTING ELECTRICAL SWITCHGEAR CABINET TO BE RELOCATED. El NEW FIRE HYDRANT - SEE CML DWGS. ® DISABLED ACCESSIBLE PATH OF TRAVEL F21 18' FOOT TALL POLE LIGHT - SEE ELECTRICAL DRAWINGS. 10 PROVIDE 4' X 3' DETECTABLE WARNING SURFACE - SEE DETAIL 1VA0.3 E NEW CONCRETE DRIVEWAY CURB CUT - SEE CML DWGS, 12 RELOCATED ELECTRICAL SWITCHGEAR - SEE ELEC. DWGS. 13 6%6 CONCRETE PAD AT ENTRY DOOR 14 420 WIDE CHAIN LINK GATE WITH ACCESSIBLE HARDWARE 15 NEW ELEC. SWITCH AND TRANSFORMER - SEE ELEC. DWGS. 16 NEW PAINTED PARKING STRIPING. 17 420 HIGH STEEL PIPE GUARD RAIL 19 40 THK. CONC. SIDEWALK - MAX. SLOPE = 1:20, SEE CML DRAWINGS, 20 EXISTING LANDSCAPING TO REMAIN. 21�PRQJECT. N CHAMBER BUILDING - NOT A PART OF THIS PERMIT # P,' Z-b BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COQE COMPLIANC DATE BY - SITE PLAN LEGEND m -,"M PROPOSED BUILDING FOOTPRINT NEW A.C. PAVING -SEE CML DWGS. NEW 60 THK. CONCRETE PAVING - SEE CML DWGS. - — } — — - DISABLED ACCESSIBLE PATH OF TRAVEL - THE SLOPE SHALL NOT EXCEED 5% IN THE DIRECTION OF TRAVEL AND THE CROSS SLOPE SHALL NOT EXCEED 2% (SEE CML DWGS) e e e Copyright © 2012 M Ideaft s deelgie energerr�enla end plena r,a�ted ar MELBURG and ROSSMO end were ore evoked and jt Z f' Idees�deeig�e, en ng mere or plain *W bee�iusedede w�fi;or d6closed to wy eboe rtu ft itm ar carpaatbn far eN ELBURG and ROSSEIT0. of NICHOLS, M NRC OLS ISI E R Cir R T O ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http://www.nmrdesign.com e o CONSULTANTS � 0 LICENSE STAMPS ARCy,T v J� � R ti9 ��j► O No. C28804 OF CALF PROJECT NAME A PROPOSED MANTENANCE BULDNO FOR SUNWEST MILLING COMPANY 507 BANNOCK ST. BIGG4 CAUFORNIA 0 0 SHEET TITLE ENLARGED SITE PLAN Clo DRAWING STATUS CD SET PERMIT RESUBMITTAL al In REVISIONS Sym. Description By Date 13\ POST PP.RMI DAR 5115!12 mi I o Drawn By DAR Checked By Date Drawn 09/23/11 Scale 1/16114-011 Job No. 10-5364 e in SHEET No. A0.2 1 1111111111111111161 1 a] F--] 0 a 01 in Copyright © 2012 AN ideas dse Ws, am"er w is end plane hdkstsd a mge"nted MRBURGG surd RME70 and wens amte4 exhfad and euch Ideas, desi^ ertargwonts or pler aheN be umd b,, or decbwd to any pereai firm a oaPaetbn far enyp��poes whatsoever w ftW the written perrrisebn of hNCa-IOLs, MELBUR(3 end ROSSEUO, "1 0 T O ARCHI'T'EC'T'S + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http://www,nmrdesign.com e o CONSULTANTS a e LICENSE STAMPS ��gEo ARcy�TF o da Na C26004 9-30'� P CP CAL��O PROJECT NAME Q PROPOSED WAREHOUSE EXPANMON FOR SUNWEST MILLING COMPANY 607 BANNOCK ST. B1QQ,% CALIFORNIA al In SHEET TITLE SITE DETAILS mi In DRAWING STATUS CD SET POST PERMIT REVISIONS a a REVISIONS Sym. Description By Date A\ PLAN CHECK #1 DAR 3/29/12 POST PERMIT CSAR 5/16/12 e n Drawn By DAR Checked By Date Drawn 5/31/12 Scale AS NOTED Job No. 10-5364.20 a a SHEET No. A0.3 D D D N DOOR S C H E D U L E c LU 1. OVERHEAD COILING DOOR WITH ELECTRIC OPENER, 2. PROVIDE AUTOMATIC SELF-CLOSING DEVICE. 3. NOT USED, 4. PRE -WIRE FOR SECURITY ELECTRONICS, 5. VENTED DOOR - PAINT LOWERS TO MATCH DOOR FRAME, 6. PROVIDE ADA RESTROOM SIGNAGE PER DETAIL 2/A9.1 7, PROVIDE SYMBOL OF ACCESSIBILITY AND EXIT SIGNAGE PER DETAIL 1/A9,1 8. NOT USED. f9. PROVIDE AUTOMATIC CLOSER ON FUSIBLE LINK 3 DOOR SCHEDULE DOOR FRAW DETAILS D ALUM ALUMINUM MIN MINUTE ANOD ANODIZED PLAM PLASTIC LAMINATE FF FACTORY FINISH SS STAINLESS STEEL GL GLASS ST STAINED WOOD HR HOUR STL STEEL HM r STORE ALUMINUM STORE FRONT Z = Z 80 Q hT�I l� LL > 'Q q �U)LLLL 101A 3-0 x 7-0 N1 H.M, 13/4)1 PAINT I HM 6 1/4" PAINT z z O > J Uj w z T1-9 T1-9 T1-9 T1-9 T1-1 T1-1 N.R. N.R, N.R. N.R. N.R. 2, 4, 7 2, 4, 7 21 4,7 2, 4, 7 1,4 1,4 101B 3-0 x 7-0 N1 H.M. 1 3/4" PAINT II HM 6 1/4" PAINT O O ; 101C 3-0 x 7-0 N1 H.M. 13/4N PAINT II HM 6 1/4" PAINT Q 101D 3-0 x 7-0 N1 H.M. 1 3/4" PAINT I HM 6 1/4" PAINT LU 101E 16-0 x 14-0 OC1 STL, - F.F. 1H HM 6 1/4" PAINT Lu LU LU 101F 8-0 x 9-0 OC1 STL. -F.F. ffi HM 6 1/4" PAINT O a_ N.R. 101G 8-0 x 9-0 OC1 STL. - F.F. m HM 6 1/4" PAINT w W Q CE W w T1-1 T1-1 T1-1 T1-1 N.R, N.R. N.R. N.R. 1, 4 1, 4 �- 1,4 1, 4 101H 8-0 x 9-0 OC1 STL. - F.F. m HM 6 1/4" PAINT Q 101J 8-0 x 9-0 0131 STL. - F.F. m HM 6 1/4" PAINT m IL 101K 12-0 x 14-0 OC1 STL, - F.F. m HM 6 1/4" PAINT W U C0 T1-1 N.R. 1,4 101L 12-0 x 14-0 OC1 STL. - F.F. m HM 6 1/4" PAINT CO C-0 - 101M 12-0 x 14-0 OC1 STL. - F.F. m HM 6 1/4" PAINT T1-1 3 -HOUR 1, 4, 9 3 -- 102A 3-0 x 7-0 N1 H.M. 13/4!' PAINT I HM 61/4 PAINT T1-9 N.R. 2, 4, 7 102B 3-0 x 7-0 N1 H.M. 1 3/4" PAINT HM 6 1/4" PAINT T1-9 N.R. 2, 4, 7 103A 3-0 x 7-0 F1 H.M. 13/4j) PAINT 1 HM 6" PAINT T1-4 N.R. 2,6 104A 3-0 x 7-0 F1 H.M. 13/4 PAINT HM 6" PAINT T1-4 N.R. 2,6 105A 3-0 x 7-0 L1 H.M. 13/4' PAINT 1 HM - PAINT SIo# T1-9 N.R. 4,5 106A 3-0 x 7-0 F1 H.M. 13/41) PAINT I HM 6" PAINT T1-5 c LU 1. OVERHEAD COILING DOOR WITH ELECTRIC OPENER, 2. PROVIDE AUTOMATIC SELF-CLOSING DEVICE. 3. NOT USED, 4. PRE -WIRE FOR SECURITY ELECTRONICS, 5. VENTED DOOR - PAINT LOWERS TO MATCH DOOR FRAME, 6. PROVIDE ADA RESTROOM SIGNAGE PER DETAIL 2/A9.1 7, PROVIDE SYMBOL OF ACCESSIBILITY AND EXIT SIGNAGE PER DETAIL 1/A9,1 8. NOT USED. f9. PROVIDE AUTOMATIC CLOSER ON FUSIBLE LINK 3 DOOR SCHEDULE ABB TIONS NOTE NOT ALL ABBREVIATIONS MAY APPLY D ALUM ALUMINUM MIN MINUTE ANOD ANODIZED PLAM PLASTIC LAMINATE FF FACTORY FINISH SS STAINLESS STEEL GL GLASS ST STAINED WOOD HR HOUR STL STEEL HM HOLLOW METAL STORE ALUMINUM STORE FRONT MASON MASONITE DOOR TYPES SCALE: 1/4" = 1'-0" W w J 0 w SEE SCHEDULE P1 SINGLE SWING FLUSH w SEE SCHEDULE W I/ F2 PAIR SINGLE SWING FLUSH LU w J 0 LU 0 SEE SCHEDULE Ll SINGLE SWING FLUSH W/ LOWER w w 0 LU U SEE SEE SCHEDULE SCHEDULE _ 24" CN M /w ZD Lu 0 � w 1/4" WIRE N \ GLASS \ ISI SINGLE SWING HALF LIGHT NOT U23 EDD °I u C 1/4" WIRE u GLASS c' eGG c�ucnr n c N1 SINGLE SWING OVERHEAD COILING DOOR NARROW LIGHT (MOTORIZED) COILING DOOR HOUSING I J DOOR MOTOR - MODEL "RSX" DOOR FRAME / GUIDE RAIL MANUAL OPENING CHAIN 24 GA. GALV, STEEL SLATS (PRE -FINISHED) OVERHEAD DOOR COMPANY ROLLING SERVICE DOOR - MODEL 430 NOTE: PROVIDE OPEN/CLOSE KEY SWITCH AT EXTERIOR AND PUSH-BUTTON AT INTERIOR IMR FFuAW 1 1 rES SCALE 114!'= 1'-0" VV I t HILL HOLLOW MEIHL rliHMtJ 10 BE FULLY WELDED, HOLLOW METAL N � 0 U co LU C HOLLOW METAL (DOUBLE DOOR) M 00 7 U8 LO v • LR j 11 FS (DUMOW SCALE 114!= 1'-0" 4'-0' L1 ALUMINUM W/ INTEGRAL INSECT SCREEN 0 0 W 1H STEEL CHANNEL (OVERHEAD DOOR) PERMIT# 1?,—() BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR c �E OIMPLIANCE DATE Z BY GENERAL DOOR NOM NOTE: NOT ALL NOTES MAY APPLY A. ITEMS NOTED ON THE DOOR SCHEDULE ARE NEW DOORS AND/OR FRAMES. PAINT DOOR FRAMES FOR A COMPLETE AND FINISHED OVERALL PAINTED APPEARANCE PER INDUSTRY STANDARDS, DOORS TO BE PAINTED ARE NUMBERED IN THE REMARKS COLUMN AND NOTED UNDER DOOR SCHEDULE REMARKS THIS SHEET, B. ALL EXITS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF ANY SPECIAL KNOWLEDGE OR EFFORT AND WITHOUT REQUIRING THE ABILITY TO GRASP HARDWARE PROVIDE SELF -RELEASING HARDWARE THROUGHOUT, C. ALL GLAZING IN DOORS SHALL BE TEMPERED GLASS, EXTERIOR DOORS TO BE REFLECTIVE, INSULATED TEMPERED GLASS AS SELECTED BY ARCHITECT, INTERIOR DOORS TO BE CLEAR, TEMPERED GLASS, ALL GLASS IS SET IN METAL FRAMES WITH METAL STOPS, D. CONTRACTOR SHALL VERIFY ALL ROUGH OPENINGS AND COORDINATE JAMB DEPTHS WITH FINISHES AND WALL THICKNESS PRIOR TO FABRICATION AND DELIVERY OF DOORS AND FRAMES, E ALL RATED DOORS TO BE POSITIVE LATCHING WITH RATED FRAMES. F. ALL MEANS OF EGRESS DOORS SHALL COMPLY WITH CBC SECTION 1008, G. ALL FIRE DOOR ASSEMBLIES SHALL BE LABELED PER CBC SECTION 715.4.5 H. FIRE -RATED DOOR FRAMES SHALL BE INSTALLED STRICTLY PER MANUFACTURES PRINTED INSTRUCTIONS, MANUFACTUDRES PRINTED INSTRUCTIONS AND LABELLING SHALL BE MADE AVAILABLE TO THE INSPECTING AUTHORITIES AT EACH DOOR AT THE TIME OF INSPECTION. DOORS SHALL HAVE A WARNOCK HERSHEY U,L FIRE RATED LABEL I. ALL RATED ASSEMBLIES SHALL BE PROVIDED WITH APPROVED GASKETING MATERIAL INSTALLED TO PROVIDE A SEAL WHERE THE DOOR CONTACTS THE STOP ON BOTH SIDES AND ACROSS THE TOP (PER UBC STANDARD 7.210), J. THE CONTRACTOR SHALL MAKE ALL DOOR ADJUSTMENTS NECESSARY TO ALLOW FOR FLOORING MATERIAL AND FLOOR LEVEL K. ALL FIRE DOORS SHALL BE PROTECTED BY AUTOMATIC -CLOSING DEVICES (PER CBC 715.4.7) DOORS SHALL BE A TIGHT -FITTING, DRAFT -CONTROL ASSEMBLY AND HAVE A MINIMUM FIRE DOOR PROTECTION RATING IN ACCORDANCE WITH CBC TABLE 7154. L GLAZING IN RATED DOORS TO BE WIRE GLASS IN RATED STEEL FRAME AT 1 HOUR RATED DOORS; FIRE LITE GLASS FOR 90 -MINUTE RATED DOORS, M. ALL EXTERIOR DOORS TO BE INSULATED, N. FRAME LATCH KNOCK -OUT & DOOR HARDWARE LOCATIONS TO BE COORDINATED WITH CORSS RAIL ON DOORS, WITHIN HANDICAPPED ACCESSIBILITY PARAMETERS, 0. WOOD AND MOLDED INTERIOR DOORS TO BE SOLID CORE, P. PROVIDE ADA / TITLE 24 COMPLIANT ROOM SIGNAGE PER DETAIL 2/A9,1 Q. DOOR FRAMES IN SOUND WALLS SHALL BE FILLED WITH GROUT OR INSULATION, PROVIDE PEMCO SILICON SEAL S88 AT BOTH JAMB AND HEAD, PROVIDE PEMCO 434ARL AUTOMATIC DOOR BOTTOM, R. THE MAXIMUM FORCE REQUIRED TO PUSH OR PULL OPEN THE DOOR SHALL COMPLY WITH CBC SECTION 113313.25 IF THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL COMPLY WITH SECTION 113313,25.1 HAND -ACTIVATED DOOR OPENING HARDWARE ON ACCESSIBLE DOORS SHALL COMPLY WITH CBC SECTION 113313,252, GROUP T1-1 ALL HARDWARE BY DOOR MANUFACTURER, GROUP T1-2 3 13179 4 1/2 X 4 V2 HINGES l 1 SCHLAGE AL E�I�C 1 CAL- R CLOSER' OR MOUNT DOOR STOP 1 WEATHER-STRIPPING KIT 4&T*9tlCE"S8 STEEL, SATIN) DEAD BOLT, JUPITER 626 Ni ,:: us Er_ L 3 HA 2 X�IV/2HING LESS STEEL, SATIN) 1 SCHLAGE AL10S - JUPITER 626 1 OOR Sj �' { l�� F l L EL GROUP T1-4 3 HAGER BB1279 4 1/2 X 4 1/2 HINGES US32D (STAINLESS STEEL, SATIN) 1 SCHLAGE AL40S - BATH PRIVACY LOCK JUPITER 626 1 WALL MOUNT DOOR STOP GROUP T1-5 3 HAGER BB1279 4 1/2 X 4 1/2 HINGES US32D (STAINLESS STEEL, SATIN) 1 SCHLAGE AL80PD - STOREROOM LOCK, JUPITER 626 1 WALL MOUNT DOOR STOP GROUP T1-6 3 HAGER BB1279 4 1/2 X 4 1/2 HINGES US32D (STAINLESS STEEL, SATIN) 1 SCHLAGE AL50PD - OFFICE LOCK, JUPITER 626 1 WALL MOUNT DOOR STOP GROUP T1-7 6BB1279 4 1/2 X 4 1/2 HINGES US32D (S �� STEEL, SATIN) 1 SCHLA D - ENTRANCE/OFFIC , JUPITER 626 2 SCHLAGE AL170 - Y ER 626 2 CAL -ROYAL 900 D PRAY ALU 2 FLOOR M OR STOP HCUU Ez- 0 1 '�MOKE SEAL KIT 6 HAGE 4 V2 X 4 1/2 HINGES US`iAINLESS STEEL, SATIN) 1 SCHLAGE AL80 RER K, JUPITER 626 2 SCHLAGE AL170 - D UPITER 626 1 HEAD PIN 2 FOUNT DOOR STOP L GROUP T1-9 3 HAGER BB1279 4 1/2 X 4 1/2 HINGES US32D (STAINLESS STEEL, SATIN) 1 SCHLAGE AL53PD - ENTRANCE LOCK, JUPITER 626 1CAL-ROYAL 900 DOOR CLOSER SPRAY ALU 1 FLOOR MOUNT DOOR STOP 1 WEATHER-STRIPPING KIT NOTE: INSIDE LEVER ALWAYS FREE FOR IMMEDIATE EGRESS Per CBC Section 10081.95, the unlatching of any door or leaf shall not require more than one operation, a a In Copyright © 2012 M IdeaA deep A arrmnoements and mens hd mW or represen6ed IMELBURG ara° R °NE70 erd wee p" ofends' dea� foruse or< end h o- notbn wM the sWft pro) -t None of such ideas, deems, anenpwvta or pleas shell be used by, or dieaoeed to any pereor>, firm or oapaatbn for any pp��ppooeeee whetao w without to written permlesbn of NICHOLS, MELBURG and RossE 170, I� T O ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http://wmnmrdesign,com 0 CONSULTANTS 131 LICENSE STAMPS AIR Ro No. C28804 N�'9j� � 9-30'PO Q` OF CALF a a PROJECT NAME A PROPOSED WAREHOUSE EXPANMON FOR SUNWEST MILLING COM PANYII 607 BANNOCK 3T. BIS CALIFORNIA 0 a SHEET TITLE SCHEDULES DRAWING STATUS CD SET POST PERMIT REVISIONS a 0 REVISIONS Sym. Description By Date 3 POST PERMIT DAR 5/16/12 al In Drawn By DAR Checked By Date Drawn 5/31/12 Scale AS NOTED Job No. 10-5364,20 a a D U N F2 PAIR SINGLE SWING FLUSH LU w J 0 LU 0 SEE SCHEDULE Ll SINGLE SWING FLUSH W/ LOWER w w 0 LU U SEE SEE SCHEDULE SCHEDULE _ 24" CN M /w ZD Lu 0 � w 1/4" WIRE N \ GLASS \ ISI SINGLE SWING HALF LIGHT NOT U23 EDD °I u C 1/4" WIRE u GLASS c' eGG c�ucnr n c N1 SINGLE SWING OVERHEAD COILING DOOR NARROW LIGHT (MOTORIZED) COILING DOOR HOUSING I J DOOR MOTOR - MODEL "RSX" DOOR FRAME / GUIDE RAIL MANUAL OPENING CHAIN 24 GA. GALV, STEEL SLATS (PRE -FINISHED) OVERHEAD DOOR COMPANY ROLLING SERVICE DOOR - MODEL 430 NOTE: PROVIDE OPEN/CLOSE KEY SWITCH AT EXTERIOR AND PUSH-BUTTON AT INTERIOR IMR FFuAW 1 1 rES SCALE 114!'= 1'-0" VV I t HILL HOLLOW MEIHL rliHMtJ 10 BE FULLY WELDED, HOLLOW METAL N � 0 U co LU C HOLLOW METAL (DOUBLE DOOR) M 00 7 U8 LO v • LR j 11 FS (DUMOW SCALE 114!= 1'-0" 4'-0' L1 ALUMINUM W/ INTEGRAL INSECT SCREEN 0 0 W 1H STEEL CHANNEL (OVERHEAD DOOR) PERMIT# 1?,—() BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR c �E OIMPLIANCE DATE Z BY GENERAL DOOR NOM NOTE: NOT ALL NOTES MAY APPLY A. ITEMS NOTED ON THE DOOR SCHEDULE ARE NEW DOORS AND/OR FRAMES. PAINT DOOR FRAMES FOR A COMPLETE AND FINISHED OVERALL PAINTED APPEARANCE PER INDUSTRY STANDARDS, DOORS TO BE PAINTED ARE NUMBERED IN THE REMARKS COLUMN AND NOTED UNDER DOOR SCHEDULE REMARKS THIS SHEET, B. ALL EXITS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF ANY SPECIAL KNOWLEDGE OR EFFORT AND WITHOUT REQUIRING THE ABILITY TO GRASP HARDWARE PROVIDE SELF -RELEASING HARDWARE THROUGHOUT, C. ALL GLAZING IN DOORS SHALL BE TEMPERED GLASS, EXTERIOR DOORS TO BE REFLECTIVE, INSULATED TEMPERED GLASS AS SELECTED BY ARCHITECT, INTERIOR DOORS TO BE CLEAR, TEMPERED GLASS, ALL GLASS IS SET IN METAL FRAMES WITH METAL STOPS, D. CONTRACTOR SHALL VERIFY ALL ROUGH OPENINGS AND COORDINATE JAMB DEPTHS WITH FINISHES AND WALL THICKNESS PRIOR TO FABRICATION AND DELIVERY OF DOORS AND FRAMES, E ALL RATED DOORS TO BE POSITIVE LATCHING WITH RATED FRAMES. F. ALL MEANS OF EGRESS DOORS SHALL COMPLY WITH CBC SECTION 1008, G. ALL FIRE DOOR ASSEMBLIES SHALL BE LABELED PER CBC SECTION 715.4.5 H. FIRE -RATED DOOR FRAMES SHALL BE INSTALLED STRICTLY PER MANUFACTURES PRINTED INSTRUCTIONS, MANUFACTUDRES PRINTED INSTRUCTIONS AND LABELLING SHALL BE MADE AVAILABLE TO THE INSPECTING AUTHORITIES AT EACH DOOR AT THE TIME OF INSPECTION. DOORS SHALL HAVE A WARNOCK HERSHEY U,L FIRE RATED LABEL I. ALL RATED ASSEMBLIES SHALL BE PROVIDED WITH APPROVED GASKETING MATERIAL INSTALLED TO PROVIDE A SEAL WHERE THE DOOR CONTACTS THE STOP ON BOTH SIDES AND ACROSS THE TOP (PER UBC STANDARD 7.210), J. THE CONTRACTOR SHALL MAKE ALL DOOR ADJUSTMENTS NECESSARY TO ALLOW FOR FLOORING MATERIAL AND FLOOR LEVEL K. ALL FIRE DOORS SHALL BE PROTECTED BY AUTOMATIC -CLOSING DEVICES (PER CBC 715.4.7) DOORS SHALL BE A TIGHT -FITTING, DRAFT -CONTROL ASSEMBLY AND HAVE A MINIMUM FIRE DOOR PROTECTION RATING IN ACCORDANCE WITH CBC TABLE 7154. L GLAZING IN RATED DOORS TO BE WIRE GLASS IN RATED STEEL FRAME AT 1 HOUR RATED DOORS; FIRE LITE GLASS FOR 90 -MINUTE RATED DOORS, M. ALL EXTERIOR DOORS TO BE INSULATED, N. FRAME LATCH KNOCK -OUT & DOOR HARDWARE LOCATIONS TO BE COORDINATED WITH CORSS RAIL ON DOORS, WITHIN HANDICAPPED ACCESSIBILITY PARAMETERS, 0. WOOD AND MOLDED INTERIOR DOORS TO BE SOLID CORE, P. PROVIDE ADA / TITLE 24 COMPLIANT ROOM SIGNAGE PER DETAIL 2/A9,1 Q. DOOR FRAMES IN SOUND WALLS SHALL BE FILLED WITH GROUT OR INSULATION, PROVIDE PEMCO SILICON SEAL S88 AT BOTH JAMB AND HEAD, PROVIDE PEMCO 434ARL AUTOMATIC DOOR BOTTOM, R. THE MAXIMUM FORCE REQUIRED TO PUSH OR PULL OPEN THE DOOR SHALL COMPLY WITH CBC SECTION 113313.25 IF THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL COMPLY WITH SECTION 113313,25.1 HAND -ACTIVATED DOOR OPENING HARDWARE ON ACCESSIBLE DOORS SHALL COMPLY WITH CBC SECTION 113313,252, GROUP T1-1 ALL HARDWARE BY DOOR MANUFACTURER, GROUP T1-2 3 13179 4 1/2 X 4 V2 HINGES l 1 SCHLAGE AL E�I�C 1 CAL- R CLOSER' OR MOUNT DOOR STOP 1 WEATHER-STRIPPING KIT 4&T*9tlCE"S8 STEEL, SATIN) DEAD BOLT, JUPITER 626 Ni ,:: us Er_ L 3 HA 2 X�IV/2HING LESS STEEL, SATIN) 1 SCHLAGE AL10S - JUPITER 626 1 OOR Sj �' { l�� F l L EL GROUP T1-4 3 HAGER BB1279 4 1/2 X 4 1/2 HINGES US32D (STAINLESS STEEL, SATIN) 1 SCHLAGE AL40S - BATH PRIVACY LOCK JUPITER 626 1 WALL MOUNT DOOR STOP GROUP T1-5 3 HAGER BB1279 4 1/2 X 4 1/2 HINGES US32D (STAINLESS STEEL, SATIN) 1 SCHLAGE AL80PD - STOREROOM LOCK, JUPITER 626 1 WALL MOUNT DOOR STOP GROUP T1-6 3 HAGER BB1279 4 1/2 X 4 1/2 HINGES US32D (STAINLESS STEEL, SATIN) 1 SCHLAGE AL50PD - OFFICE LOCK, JUPITER 626 1 WALL MOUNT DOOR STOP GROUP T1-7 6BB1279 4 1/2 X 4 1/2 HINGES US32D (S �� STEEL, SATIN) 1 SCHLA D - ENTRANCE/OFFIC , JUPITER 626 2 SCHLAGE AL170 - Y ER 626 2 CAL -ROYAL 900 D PRAY ALU 2 FLOOR M OR STOP HCUU Ez- 0 1 '�MOKE SEAL KIT 6 HAGE 4 V2 X 4 1/2 HINGES US`iAINLESS STEEL, SATIN) 1 SCHLAGE AL80 RER K, JUPITER 626 2 SCHLAGE AL170 - D UPITER 626 1 HEAD PIN 2 FOUNT DOOR STOP L GROUP T1-9 3 HAGER BB1279 4 1/2 X 4 1/2 HINGES US32D (STAINLESS STEEL, SATIN) 1 SCHLAGE AL53PD - ENTRANCE LOCK, JUPITER 626 1CAL-ROYAL 900 DOOR CLOSER SPRAY ALU 1 FLOOR MOUNT DOOR STOP 1 WEATHER-STRIPPING KIT NOTE: INSIDE LEVER ALWAYS FREE FOR IMMEDIATE EGRESS Per CBC Section 10081.95, the unlatching of any door or leaf shall not require more than one operation, a a In Copyright © 2012 M IdeaA deep A arrmnoements and mens hd mW or represen6ed IMELBURG ara° R °NE70 erd wee p" ofends' dea� foruse or< end h o- notbn wM the sWft pro) -t None of such ideas, deems, anenpwvta or pleas shell be used by, or dieaoeed to any pereor>, firm or oapaatbn for any pp��ppooeeee whetao w without to written permlesbn of NICHOLS, MELBURG and RossE 170, I� T O ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http://wmnmrdesign,com 0 CONSULTANTS 131 LICENSE STAMPS AIR Ro No. C28804 N�'9j� � 9-30'PO Q` OF CALF a a PROJECT NAME A PROPOSED WAREHOUSE EXPANMON FOR SUNWEST MILLING COM PANYII 607 BANNOCK 3T. BIS CALIFORNIA 0 a SHEET TITLE SCHEDULES DRAWING STATUS CD SET POST PERMIT REVISIONS a 0 REVISIONS Sym. Description By Date 3 POST PERMIT DAR 5/16/12 al In Drawn By DAR Checked By Date Drawn 5/31/12 Scale AS NOTED Job No. 10-5364,20 a a 7 0 0 nnr n. nnr n. Ar l n. nn, M 74r, -r1. : 'j " I ILI a M21 �kj 111� 6441A M u rko I "ka W om SCALE VV = 1-0" PERMIT # 1�? L Z b t -� ) BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COE C NIPLIANC...��EMM '' DATE BY�11 V �,�,I rrrr . F1-1 EXISTING PUMP HOUSE TO BE RELOCATED. 2] CONTROL JOINTS PER DETAIL 9/A0.3 F3] DASHED LINES INDICATE METAL BUILDING FRAME ABOVF- F 41 SEISMIC SEPARATION JOINT AT EXTERIOR WALLS AND ROOF, F51 COLUMN PROTECTION AT INTERIOR COLUMNS PER DETAIL 3/A92 F6] TRAFFIC RATED DRAINAGE GRATE OVER SUMP PIT - SEE CML DWGS, MWALL MOUNTED AIR CURTAIN EQUIPMENT ABOVE DOOR 1EPROVIDE NEW TRAFFIC RATED LID OVER EXISTING ELECTRICAL J -BOX, 1 I •� �� IIIA'- ,� � ` A ,� ill. TYPICAL EXTERIOR TILT -UP CONCRETE WALL SEE ASSEMBLY F SHEET G12 1 TYPICAL INTERIOR 6" METAL STUD WALL SEE ASSEMBLYeW SHEET G12 2 6 - INDICATES WALL MOUNTED FIRE EXTINGUISHER, FE - INDICATES WALL MOUNTED EXIT SIGNAGE PER �T DETAIL 1/A9,1 NA - WHERE OCCURS, INDICATES NON -ACCESSIBLE EXIT D D D Copyright © 2012 Al Ideas, deelgr e, arrange vft and pb- lndcated or rep % Med by Ute ciawN are owned by, and the property of, NOOLS, MELBURG and ROSSE UO end were amtsd, ems W and Njom of such Ideas, deers, arrangements or plans shag be used by, or disclosed to wv person, 8m or oaporatbn for my Purpose whatsoever without the wrftten perrrteslon of NCHOLS, MELBURG and ROSSETTO, ME R® TO ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http://www.nmrdesign,com D go) Z& 0h41N,Mt al Ia LICENSE STAMPS PROJECT NAME A PROPOSED SED WAREHOUSE EXPANSION .- SUNWEST MILLING COMPANY 507 BANNOCK 3T. BIGQS, CALIFORNIA D D SHEET TITLE OVERALL FLOOR PLAN al In DRAWING STATUS CD SET POST PERMIT REVISIONS al In REVISIONS Sym. Description By Date A\- PLAN CHECK `I DAR 29/12 POST PERMIT DAR 5/21/12 e D Drawn By DAR Checked By Date Drawn 1 5/31/12 Scale 1 1/16"=1t-0" Job No. 10-5364.20 D D SHEET No. A2.1 a a a 0 LOADING DOCK FUTURE FUMIGATION CHAMBER BUILDING ,,, C.1 C — — — — — � REFLECTED CLG, PLAN__ � PERMIT # P2 l ? ^ d 1 D BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CQ) C NIPLIANC DATE - BY REFLECTED CEUNG PLAN SYMBOLS NOTE THE SYMBOLS INDICATED BELOW CORRESPOND TO WORK SHOWN ON THE MECHANICAL, ELECTRICAL, SECURITY, AND AUDIOVISUAL DRAWINGS. REFER TO THESE DRAWINGS FOR SPECIFIC INFORMATION, TYPES, SIZES, AND QUANTITIES, NOT ALL ITEMS ARE SHOWN ON THESE REFLECTED CEILING PLANS; AND, TO THE EXTENT THAT ITEMS ARE SHOWN, THE PURPOSE IS TO INDICATED THEIR LAYOUTS AND LOCATIONS RELATIVE TO CEILING, WALL, AND ROOM LAYOUTS. O HIGH BAY LIGHT FIXTURE, CHAIN SUSPENDED SURFACE -MOUNTED OR CHAIN SUSPENDED FLUORESCENT LIGHT FIXTURE 1 X 4 SURFACE -MOUNTED OR CHAIN SUSPENDED FLUORESCENT LIGHT FIXTURE I-� SURFACE -MOUNTED FLUORESCENT STRIP LIGHT FIXTURE SURFACE -MOUNTED LIGHT FIXTURE EXHAUST FAN a WALL -MOUNTED EXTERIOR LIGHT FIXTURE ® HVAC SUPPLY DIFFUSER z HVAC EXHAUST DIFFUSER W ILLUMINATED EXIT SIGN (WALL MOUNTED) WITH BATTERY BACKUP to ILLUMINATED EXIT SIGN (CEILING MOUNTED) WITH BATTERY BACKUP PFFLECTFDD CEUNG PLAN LEGEND 0 TYPE 1 E EXPOSED METAL BUILDING STRUCTURE TYPE 2: 5/8" GYPSUM BOARD CEILING SYSTEM O/ METAL JOIST FRAMING AT 24" O.C. Copyright © 2012 m aeaaTjrrenaennanta end plane hated ar repreeenfad MELBURSSMo were a tA exlw d and =oW. = orftplene t � by, or deoloaed to aT person firm ora ton for any ppuippooeeee wfiatsmw Wftut the when Imnbdon of MCtiOLS, MaW% end ROSSMO. N I C O L S m E R G Ili® TO ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 (530) 891-1710 (530) 891-0138 FAX http;//www,nmrdesign.com e n CONSULTANTS e a LICENSE STAMPS AR�yir v�pJ�II 11 1 _A PROJECT A PROPOSED WAREHOUSE EXPANSION FOR SUNWEST MILLING COMPANY W7 BANNOCK ST. BIOS CAUFORNIA o e SHEET TITLE REFLECTED CLG. PLAN 01 in DRAWING STATUS CD SET POST PERMIT REVISIONS a REVISIONS Sym Description By Date 3`\ POST PERMIT DAR 5/21/12 al In Drawn By DAR Checked By , Date Drawn 5/31/12 Scale 1/16" = V-011 Job No. 10-5364.20 al in SHEET No. A3.1 a e in 6 S420 SEISMIC SEPARATION JOINT 0 W, .......... . . . . ...... .......... .. . ..... . ...... . . . . SLOPE 1 :12 .. . ... ......... . .......... . . .. ... .......... Lo .......... . ............. .. . . ... ... .. ........ ... .......... .. ..... ......... ... ........ .. ...... .. ...... ... ................. (E) RIDGE PERMIT # B I ?--- —'0 (-1 :3 1 1 BL1TfE—CC1L)NTY DEVELOPMENT SERVICES REVIEWED FOR COYE COMPLIANCE DATE 6-7 BY NICOLS ME RG R 0:ff TO ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA 95928 (530) 891-1710 (530) 891-0138 FAX http://www.nmrdesign.com ml CONSULTANTS im LICENSE STAMPS a ARC/ No. C2660 (P /,v 9-3 0 OF C PROJECT NAME A PROPOSED WAREHOUSE EXPANSION FOR SUNWEST MILLING COMPANY 507 BANNOCK ST. BIGGS, CALIFORNIA ul In SHEET TITLE ROOF PLAN DRAWING STATUS CD SET POST PERMIT REVISIONS REVISIONS Sym. Description Date /3 POST PERMIT DAR 5,118/12 Drawn By DAR Checked By Date Drawn 5/31/12 Scale 3/32"=1'-0" Job No. 10-5364.20 of In SHEET No. A4.1 a Ell in q PROPOSED NAREHOUSE EXPANSION O A I li :RIOF 4TIM Fl -=-1 1 - 0 0 C SECTION SCALE: 1/8"=1'-0" 2 EAVE DETAIL SCALE: 1/4"=l' -O" CONNECT DOWNSPOUTS TO UNDERGROUND STORM DRAIN SYSTEM - SEE CIVIL DWGS. I .U. JLAb = 0'-0" 0 METAL BUILDING COLUMN (BEYOND) SPREAD FOOTING (BEYOND) 1 FOOTING DETAIL SCALE: 1/2"=l' -O" SHEET NOTES 0 RIDGE VENT WITH ADJUSTABLE DAMPER 2❑ METAL BUILDING ROOF PANEL SYSTEM 7 METAL BUILDING FRAME ® METAL BUILDING WALL GIRT (BEYOND) ❑5 3/4" F.R. T&G PLYWOOD OVER 6" METAL JOISTS (18 GA.) AT 24" O.C. (TOILET ROOM CEILING) © ROOF MOUNTED EXHAUST FAN. 5/8" GYP. WALL BOARD, TYPICAL AT WALLS AND CEILING (TOILET ROOM) ® TYP. INTERIOR WALL - 6" METAL STUDS (20 GA.) AT 16" O.C. W/ 5/8" GYP. BD. EACH SIDE (TOIELT ROOM) METAL ROOFING OVER STEEL FRAMING 10 1 1/2" DIA. STEEL PIPE GUARD RAIL (PAINTED) - SEE DETAIL 5/A0.3 11 3' HIGH CONCRETE COLLAR AT M.B. COLUMN BASE (PAINTED) - SEE DETAIL 3/A9.2 12 6" DIA. X 48" STEEL PIPE BOLLARD (CONC. FILLED) 13 6" THK. CONCRETE SLAB W/ #4 BARS AT 16" O.C., EA. WAY OVER 6" (MIN.) NON-COMPACTABLE GRAVEL BASE. APPLY LIQUID CHEMICAL SURFACE HARDENER. 14 PERCAST CONC. SUMP PIT - SEE CIVIL DWGS. 15 WALL MOUNTED LIGHT FIXTURE - SEE ELEC. DWGS. 16 PROVIDE MAXIMUM CLEARANCE SIGNAGE - 4" HIGH LETTERS. B SECTION SCALE: 1/8"=l' -O" A SECTION SCALE: 1/8"=1 I. BUTTE COUNTY DEVELOPMEN t StHvtut� REVIEWED FOR C DE COMPLIANCE DATE Sy 4-- 0 0 0 Copyright O 2012 All ideas, designs, arrangements and plans indicated or represented by this drawing are owned by; and the property of, NICHOLS, MELBURG and ROSSETTO and were created, evolved and developed for use on, and in conjuction with, the specified project. None of such ideas, designs, arrangements or plans shall be used by, or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of NICHOLS, MELBURG and ROSSETTO. ■ EM/ IM■■ ■ 1—_ � IM■■■ ■ E■. ii ■ EMIL. VME ■ MEE► `ME NIC OILS Checked By - Date Drawn 5/31/12 _ �J�• Job No. 10-5364.20 R TO ARCH[1'1['IECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA 95928 (530) 891-1710 (530) 891-0138 FAX http://www.nmrdesign.com El o CONSULTANTS e I in LICENSE STAMPS A RC,yi v �\O R C'n�T�C� O cP No. C266 4 N�9��FN g -3i ��0 OF CALF U1 I 0 PROJECT NAME A PROPOSED WAREHOUSE EXPANSION FOR SUNWEST MILLING COMPANY 507 BANNOCK ST. BIGGS, CALIFORNIA al in SHEET TITLE SECTIONS I DETAILS al In DRAWING STATUS CD SET POST PERMIT REVISIONS 0 O REVISIONS Sym. Description Date % 1 FLAN CHECK #1 DAFT 3/29112 t srme'grT ve- 10W (4 fi Z Drawn By DAR Checked By - Date Drawn 5/31/12 Scale AS NOTED Job No. 10-5364.20 M1 In SHEET No. N a A6 . 1 1A, 0, 0 DETAIL 5/A9.1 ;1 I VILLI 1 / [ "I\ VIVI I -I VV "IN (JUMBO ROLL - BO RICK B-2890) Al 2B - NORTH ELEVATION 2 w • INTERIOR ELEVATIONS Date Drawn SCALE: 1/2"=l' -O" IVIVI VII YI\ FRP WAINSCOT AT +5'-0" AFF, TYPICAL TOILET SEAT COVER DISPENSER 1 , a �� SCALE: N/A 0 0 0 Copyright O 2012 All ideas, designs, arrangements and plans indicated or represented by this drawing are owned by; and the property of, NICHOLS, MELBURG and ROSSETTO and were created, evolved and developed for use on, and in conjuction with, the specified project. None of such ideas, designs, arrangements or plans shall be used by, or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of NICHOLS, MELBURG and ROSSETTO. AINSCOT AT +5'-0" AFF, \L DISPENSER 'OVE BASE 2A - EAST ELEVATION PERMIT # BUTTE COUNTY DEVELOPMEN S RVICI CCppRppEVIEWED FOR �1t � Ol0/I PL BAN�C DATE ■ son t,■■■ ■ Nal I■OE ■ NO& Von ■ Omsk `BM FIF "%■s■\ -v R TO ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA 95928 (530) 891-1710 (530) 891-0138 FAX http://www.nmrdesign.com 0 1 1 0 CONSULTANTS � O LICENSE STAMPS ARCy� T s No. C266 N9T� FN 9--3 `30Q� OF C ALF O 0 PROJECT NAME A PROPOSED WAREHOUSE EXPANSION FOR SUNWEST MILLING COMPANY 507 BANNOCK ST. BIGGS, CALIFORNIA 011 In SHEET TITLE ISOMETRIC / INTERIOR ELEVATIONS al in DRAWING STATUS CD SET POST PERMIT REVISIONS D D REVISIONS Sym. Description Date ZL PLAN CHICK #1 DAR 3!29;'12 Drawn By w • LS Date Drawn 5/31/12 1 .� /� AS NOTED Job No. R TO ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA 95928 (530) 891-1710 (530) 891-0138 FAX http://www.nmrdesign.com 0 1 1 0 CONSULTANTS � O LICENSE STAMPS ARCy� T s No. C266 N9T� FN 9--3 `30Q� OF C ALF O 0 PROJECT NAME A PROPOSED WAREHOUSE EXPANSION FOR SUNWEST MILLING COMPANY 507 BANNOCK ST. BIGGS, CALIFORNIA 011 In SHEET TITLE ISOMETRIC / INTERIOR ELEVATIONS al in DRAWING STATUS CD SET POST PERMIT REVISIONS D D REVISIONS Sym. Description Date ZL PLAN CHICK #1 DAR 3!29;'12 Drawn By DAR Checked By Date Drawn 5/31/12 Scale AS NOTED Job No. 10-5364.20 o1 In SHEET No. A7.1 0 0 In a 7- 3/4' 3/4' 3/4' 3/4' SEALANT OVER BACKER ROOM ID SIGNAGE ROD, TYP. AT ALL EXT. JOINTS 3' (LOCATE ON WALL ADJACENT TO DOOR CONC. TILT -UP PANEL 1'-10' LATCH AT ALL ROOMS) ;1 CL: OPENING WIDTH I PADDLE TYPE FAUCET LETTERS AND NUMERALS SHALL BE RAISED "'- PER PLAN HANDLE (ADA COMPLIANT) 1/32", UPPER CASE, SANS SERIF TYPE MEASURING BETWEEN 5/8" AND 2" HIGH. ° Vrr. CHINA ONE-PIECE SINK 1B 41 CONC, CONC, TILT -UP 3" x 3" x V4" STL ANGLE (ADA COMPLIANT) u; ROOM 4, ° ° WALL W/ 4" WELDED STUD AT 'v +34s Q T�lE ° 24" O.C. (MAX. SPACING) o ATTACH SINK TO o - - - - - - - METAL STUDS PER +29" 06 °o MANUF. BRAILLE CHARACTERISTICS, 8' MIN. 01 GRADE N, DOTS =V10" ON CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS, ° — - INTERIOR I coo °e = . °� i RAISED v40°. co I OBSTACLE A PERSON MUST BE ABLE TO APPROACH I 1C TACTILE EXIT SIGN WITHIN 3" OF SIGNAGE WITHOUT THIS SYMBOL SHALL BE LOCATED AT: ENCOUNTERING PROTRUDING OBJECTS OR OVERHEAD DOOR -SEE j E -MAINTAIN AS -INSIDE AT ALL EXTERIOR MAN DOORS STANDING (SITTING) WITHIN SWING OF DOOR O I ° ( DOOR SCHED, SHT. A1.1 P CLEAR SPACE F °0 W I Q PANEL AT CORNER - SEE DOOR GUIDE 1A INTERNATIONAL SYMBOL OF ACCESIBIU Y 1C WHITE FIGURE ON A BLUE BACKGROUND Z FLOOR PLAN - 17• EXIT THIS SYMBOL SHALL BE LOCATED AT. NOTE DOOR SUPPORT BRACKET UF, BY DOOR MANUR - •ACCESIBLE PARKING SPACES -ACCESSIBLE PASSENGER LOADING ZONES SEE STUCTURAL DWGS. ATTACH PER RECOMMENDATION -ACCESSIBLE ENTRANCES - MOUNT AT 60" FOR PANEL DETAILS ABOVE FINISH FLOOR -ACCESSIBLE TOILET AND BATHING FACILTTIES TMT—NP PANM JOU\'7OVEMMAD O DOOR JAhS MM SIFMON AT RM' OOMS � =QUj BRA= ROOM[ SIGNAGE� SCALE 3"=Y-0" SCALE 1 V2"=1-0" U SCALE: ?=140" SCALE 3/8" = Y-0" 01:1 o TILT -UP CONC. PANEL °= °a . UNISEXCONC. TILT -UP WALL T ° METAL STUDS, TYPICAL Q ALIGNW/ EXISTING REVEAL _ WALL FINISH -SEE SCHEDULE 8' WALL MOUNTED SIGNAGE COIIJNG DOOR HOUSING 6" X 16 GA. METAL STUD BLKG BETWEEN STUDS 3 PAINTED ACCENT STRIPE - �� %I \ °= I - STUDS MIN FOR ALL GRAB BARS SEE EXTERIOR ELEVS. \ \\ \ MOUNTING I I. PLATE BED IN RESTROOM M I I SCHEDULED 1 V2" DIA. GRAB BAR I .' DOOR MOUNTED SIGNAGE I I V4" x 2" S.T. SCREWS - TYP. I STL ANGLE AT JAMB - SEE I I I DETAIL 7/- I USE 2 PER ANCHOR POINT MIN. TOP AND BOTTOM WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH DOOR MOUNTED SIGNAGE OF BRACKET SIDE OF DOOR CLEAR OF DOOR-SWINCI MOUNT AT 60" I I I I I TO CENT ERUNE OF SIGN FROM FLOOR. - j DOOR TRACK 5/8" TYPE W GYP BOARD - SEE - co ° FINISH SCHEDULE 0 Cl) I I ea o I I 1" TALL LETTERING, UPPERCASE CHARACTERS / °v LETTERING RAISED 1/32" CORRESPONDING GRADE I BRAILLE .SII®I>g A C= ® � 4G IWR � o cY� JWCHORAG E � ADA ROOM SICYNAG E '�• � SCALE: 3"=Y-0" SCALE: 1 V2"=f-0" SCALE 3"=Y-0" SCALE V4 _ -Y-O" " GRAB BAR PERPENDICULAR WALL MIRROR (WHERE OCCURS) �' ' ' ' CONC. PANEL (BEYOND) ° T.P. DISK SOAP CONC. TILT -UP WALL -SEE • 12 MAX. 24' MIN. X DISK STRUCT. DWGS.ol i CO AT i i STL ANGLE AT JAMB (BEYOND) SEALANT ° Z MAX. �- Z 0 HINGE SIDE ;; WHERE I AT DOOR HEAD - GALV. MTL RAIN DRIP, O O Q ATTACH W/ 3 PWDR } o lY v mOAPPLICABLE DOOR - SEE DRIVEN NAILS I— CAST -IN-PLACE FRAME zn m.-2�-0OVERHEAD O M �_ DOOR SCHED. ANCHOR ° I I 36' MAX. 18' INSUL 30' CLR. MIN. C I L__---� °0 3/4" CHAMFER, TYP. PIPES l .. CONT, SEALANT WATER CLOSET LAVATORY RECESS AT DOOR � °� GROUT UD PERMIT # m i' I I WEAT HERSTRIPING _ _ THRESHOLD TO RECEIVE DOOR ° ° 16 GA. H.M. DOOR FRAME � C U.��—NTY DEVELOPMENT SERVICES REVIEWED FOR DOOR > <83 � ;; PER DOOR CONC. PAVING - SLOPE AWAY (PAINTED) CQQE QOMPLIANCE ------ MANUF, SPECS. V8" 12" FROM STRUCTURE (SEE CML 14 MIN. DATE By SLOPE DWGS) WEATHERSTRIPING SL_ OPEC x _ 5/8" GYP BD � °o :. °< x x x x fr ui � Q Q � Q _jJi Q � HOLLOW METAL FRAME METAL STUD FRAMING - 1/2' EDGE OF CONC. SLAB SOL1D CORE STEEL DOOR (PAINTED) SEE CONSTRUCTION O v O ASSEMBLY FOR SIZE .e CAULK - URINAL COMB. PAPER SEAT COVER TOWEL TYPICAL EA SIDE TOWL DISPENSER/ DISPENSER DISPENSER � WIDTH OF CONC. WALL PLUS DISPOSAL WIDTH OF O.H. DOOR PLUS 1/0 HX DOOR JAMB AT MM = WAIL, OVERHEAD IWR SIULo DOOR JAhS MAD SWUR) � ILS & A(CcCIG�ORY MOUNTING HEIGHTS SCALE V4° Y-0" � SCALE 3"=? -0" SCALE 3" = J_T SCALE 3"=Y-0" = al in Copyright © 2012 All Nees deals, anrengarrvda and plena ndmted or repreew ted by the dmv*Q are owned by, and the property of, NICHOLS, MELBUM and ROSSE 0 and were created, ewhed and dmebped for use at and In canjnction watt ft TedW protect None of such Ideas, duVA anavematts or plana &W be used N or dbdosed to any pares% firm or Corporatbn for any purpose whataos�er without the written perrrksbn of NCHOLS, MELBURG and ROSSE TO, I ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http;//wmnmrdesign,com a a CONSULTANTS 0 I I 0 LICENSE STAMPS eSE� ARCy/� CN N �Q' \a � CAS -SFO/ al In PROJECT NAME our) lai'MOOP',AED W 7011 -OO USE EXPANAIOO N . U N W E" � T MLUNG' COMPANY W7 BANNOCK ST. BIGG4 CALIFORNIA al In SHEET TITLE TYPICAL DETAILS al in DRAWING STATUS CD SET POST PERMIT REVISIONS al in REVISIONS Sym Description By Date — PLAN CHECK 0 DAP 3/20/12 al In Drawn By DAR Checked By Date Drawn 5/31/12 Scale AS NOTED Job No. 10-5364.20 al in SHEET No. A9.1 0 0 0 7.1 R e a In Copyright O 2012 Al ideas, deet A errengerr�errts end Ild plans Fdcated or repmeented MELBURG and ROSSEfTO end were asated omKed mndend None of such idea% desoA arrer gww is or p6m shell be umd by or disobmd to anyperson 4m or ao Maibn for any Wpuppoosaee whateoerer WMA the w+itben per Nselon of "CHOLS, MELBURG and ROSSETTO, N C m '(9) 1 PO) �f ' I1�0 TO ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http://www.nmrdesign,com e o CONSULTANTS a n LICENSE STAMPS ARCy��F N0, 9 - OF CALIF 0 0 PROJECT NAME A PROPOSED WAREHOUSE EXPANMON FOR SUNWEST MILLING COMPANY 507 BANNOCK ST. BICCSr CALIFORNIA al in SHEET TITLE TYPICAL DETAILS al In DRAWING STATUS CD SET POST PERMIT REVISIONS al In REVISIONS Sym Description By Date POST PERMIT DAR 5/21/12 al - In Drawn By DAR Checked By Date Drawn 5/31/12 Scale AS NOTED Job No. 10-5364,20 01 In SHEET No. A92 C GENERAL NOTES 3.2.2 CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED); A. CONCRETE CAST AGAINST AND EXPOSED TO EARTH---------- 3" B. INTERIOR STRUCTURAL SLABS, TOP AND BOTTOM --------------- 3/4' C. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER #6 BAR OR LARGER------------------------------------------------------ 2„ #5 BAR AND SMALLER-------------------------------------------------- 1-1/2„ 3.2.4 ALL REINFORCING BAR BENDS SHALL BE MADE COLD, 3.25 REINFORCING BARS SHALL BE SPLICED AS SHOWN ON DRAWINGS. ANY ADDITIONAL SPLICING SHALL REQUIRE REVIEW FROM THE ENGINEER. 3,3 TTILT-UP CONCRETE PANELS 3.3.1 SEE ARCHITECTURAL DRAWINGS FOR ALL PANEL FINISHES, REVEALS, CHAMFERS AND SURFACE TREATMENTS, TILT -UP PANELS SHALL BE 6 1/4" THICK U,ON,. REVEALS TO BE 1/2" DEEP MAX, 3.3.2 SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF ALL OPENINGS, 3.33 GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY SHORING AND BRACING OF ALL PANELS UNTIL ALL DIAPHRAGMS ARE PERMANENTLY CONNECTED, 3.3.4 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO SHOW PANEL SIZE, OPENINGS AND PANEL EMBED LOCATIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUACY OF PANEL FOR LIFTING STRESSES, ADDITIONAL REINFORCING OR STRONG BACKS SHALL BE DESIGNED AND PROVIDED BY CONTRACTOR, 3.3.5 ALL PANEL ELEVATIONS ARE VIEWED FROM THE INSIDE OF THE BUILDING TYPICAL U,O.N, 3.3.6 7O INDICATES PANEL I.D. NUMBER 3.3.7 TILT -UP PANEL REINFORCING AND PANEL EMBEDS SHALL BE AS SHOWN ON THE PANEL ELEVATIONS. SEE SHEET S310 TO S320. 3.3.8 PROVIDE #4 DOWELS AT 18" ac. FROM ALL TILT -UP PANELS TO ALL INTERIOR SLABS ON GRADE U.ON„ SEE SECTIONS, SHEET INDEX ABBREVIATIONS S110 STRUCTURAL COVER SHEET A.B. ANCHOR BOLTS MACH. MACHINE 1 GENERAL ABT. ABOUT MAT'L MATERIAL S420 STRUCTURAL DETAILS AGGR, AGGREGATE MAX. MAXIMUM 1.1 ALL PHASES OF THE WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2010 AISC AMERICAN INSTITUTE OF M.B. MACHINE BOLT EDITION OF TITLE 24, PART TWO, CALIFORNIA BUILDING CODE. STEEL CONSTRUCTION MECH, MECHANICAL ANC. ANCHOR MEZZ, MEZZANINE APPROX. APPROXIMATE MFR. MANUFACTURER 12 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS AT APVD. APPROVED MIN. MINIMUM THE JOB SITE PRIOR TO STARTING CONSTRUCTION, ANY DISCREPANCIES OR INCONSISTENCIES ARCH, ARCHITECT MISC, MISCELLANEOUS FOUND SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION BEFORE WORK PROCEEDS, ASPH. ASPHALT M.I.W. MALLEABLE IRON WASHER ASTM AMERICAN SOCIETY FOR MTL METAL 1.3 THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS TESTING AND MATERIALS OTHERWISE INDICATED, THEY DO NOT SPECIFY METHODS OF CONSTRUCTION, THE AWS AMERICAN WELDING SOCIETY (N) NEW CONTRACTOR SHALL TAKE ALL NECESSARY STEPS AND PRECAUTIONS TO MAINTAIN THE NO, NUMBER STABILITY OF THE STRUCTURE AND PROTECT WORKMEN AND OTHER PERSONS DURING BD, BOARD NOM. NOMINAL CONSTRUCTION, SPECIFIC ITEMS TO BE CONSIDERED SHALL INCLUDE, BUT NOT BE LIMITED TO, BLDG. BUILDING N.S.A NELSON STUD ANCHOR THE ADEQUACY OF ALL FORMS, SCAFFOLDING, AND SHORING FOR CONSTRUCTION EQUIPMENT BLK, BLOCK N.T.S. NOT TO SCALE SHORING OF RETAINING WALLS, AND TEMPORARY LATERAL BRACING OF THE STRUCTURE BLK'G, BLOCKING BM, BEAM O.C. ON CENTER 1.4 OPENINGS, POCKETS, SUBSTANTIAL EMBEDDED ITEMS, ETC,, SHALL NOT BE PLACED IN SLABS, B.N. BOUNDARY NAIL O.D. OUTSIDE DIAMETER COLUMNS BEAMS, OR OTHER STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THE BOT. BOTTOM O.F. OUTSIDE FACE BRN'G, BEARING O.H. OPPOSITE HAND STRUCTURAL DRAWINGS, BTWN. BETWEEN OPN'G OPENING OPP. OPPOSITE 1.5 ASTM SPECIFICATIONS AND IBC STANDARDS REFERENCED IN THESE DRAWINGS SHALL BE OF CA CALIFORNIA ORIG, ORIGINAL THE LATEST REVISION, CANTIL CANTILEVER O.S.B. ORIENTED STRAND LUMBER C.B.C. CALIFORNIA BUILDING CODE O.S,H,P,D, OFFICE OF STATEWIDE HEALTH 1.7 IF CERTAIN MINOR DETAILS OF CONSTRUCTION ARE NOT FULLY DESCRIBED ON THE DRAWINGS C.J. CONTROL JOINT PLANNING & DEVELOPMENT OR CALLED FOR IN NOTES OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL RESEMBLE CLG. CEILING OW,G. OPEN WEB GIRDER SIMILAR CONDITIONS THAT ARE FULLY SHOWN AND SHALL BE REVIEWED BY THE ARCHITECT. CLR, CLEAR OW.J. OPEN WEB JOIST C.M.U. CONCRETE MASONRY UNIT 1.8 MISCELLANEOUS; NON -SHRINK GROUT, A NON-METALLIC GROUT MEETING THE ARMY CORPS OF COL COLUMN PAR POWDER ACTUATED FASTENER ENGINEERS SPECIFICATION CRD -C621, WITH NO SHRINKAGE AFTER PLACEMENT OR EXPANSION CONC. CONCRETE PEN, PENETRATION AFTER SET, TESTED IN ACCORDANCE WITH ASTM C827, MINIMUM ULTIMATE COMPRESSIVE CONN. CONNECTION PERP. PERPENDICULAR STRENGTH OF 3000 psi AFTER 24 HOURS AND 5000 psi AT 28 DAYS. ACCEPTABLE PRODUCTS CONST, CONSTRUCTION PLC`S, PLACES INCLUDE; CONT, CONTINUOUS PLY. PLYWOOD CSK. COUNTERSINK P.M.D. PLY -METAL DRILLERS PREFAB. PRE -FABRICATED A EDOCO NON-FERROUS, NON -SHRINK GROUT BY DAYTON SUPERIOR, DAYTON, OHIO D DEAD LOAD PRL PARALLEL B. MASTERFLOW 928 GROUT BY BASF CONSTRUCTION CHEMICALS, SHAKOPEE, MN DBL. DOUBLE psf. POUNDS PER SQUARE FOOT C. EUCO NS GROUT BY THE EUCLID CHEMICAL COMPANY, CLEVELAND, OHIO DET. DETAIL psi. POUNDS PER SQUARE INCH D.F.L. DOUGLAS FIR, LARCH P.S.L. PARALLEL STRAND LUMBER 2 FOUNDATION, DIA. DIAMETER P/T POST TENSIONING DIAG, DIAGONAL P,T,D,F. PRESSURE TREATED DOUGLAS FIR 2.1 FOUNDATION DESIGN BASED ON A BEARING CAPACITY OF 3,500 psf, INCREASABLE 33% FOR DIM. DIMENSION SHORT TERM LOADING SUCH AS WIND AND SEISMIC, ALL FOOTING EXCAVATIONS SHALL BE A DML DEMOLISH, DEMOLITION RAD, r. RADIUS MINIMUM 18" BELOW LOWEST ADJACENT SOIL GRADE PER THE GEOTECHNICAL INVESTIGATION DO. REPEAT REF. REFERENCE, REFER TO BY; DP, DEEP REINF, REINFORCING DWG, DRAWING REBAR REINFORCING STEEL BAR WALLACE KUHL & ASSOCIATES. D.SA. DIVISION OF THE STATE REQ'D, REQUIRED 3050 INDUSTRIAL BOULEVARD ARCHITECT REQ'TS REQUIREMENTS WEST SACRAMENTO, CA 95691 REV. REVISED, REVISION (E) EXISTING RF ROOF WKA PROJECT NO, 9153.01 DATED, JUNE 21, 2011 EA EACH R.H.WS. ROUND HEAD WOOD SCREWS EF. EACH FACE RM. ROOM 3.1 CONCRETE; ELEV, ELEVATION OR ELEVATOR RS ROUGH SAWN E.N. END NAIL OR EDGE NAIL 3.1.1 PORTLAND CEMENT SHALL CONFORM TO ASTM C150-04, TYPE II OR II -LOW ALKALI, ENG. ENGINEER S SNOW LOAD AGGREGATES SHALL CONFORM TO ASTM C33 PER THE CALIFORNIA BUILDING CODE MAXIMUM E.W. EACH WAY SAD. SEE ARCHITECTURAL DRAWING AGGREGATE SIZE FOR FOOTINGS AND MASS CONCRETE SHALL NOT EXCEED 1-1/2'. MAXIMUM EXT. EXTERIOR SCHED, SCHEDULE AGGREGATE SIZE FOR ALL OTHER CONCRETE SHALL NOT EXCEED 3/4". SDS SIMPSON 'STRONG DRIVE SCREW FDN. FOUNDATION SECT, SECTION 3.1.2 CONCRETE EXPOSED TO FREEZING AND THAWING CONDITIONS SHALL INCLUDE AIR F.F. FINISH FLOOR SHT. SHEET ENTRAINMENT BASED ON CBC SECTION 1904.4 AND ACI 318, SECTION 44,1. F.G. FINISH GRADE SHTG, SHEATHING FLR, FLOOR SIM. SIMILAR F.N. FIELD NAIL S.O.G. SLAB ON GRADE 3.1.3 CONCRETE MIXES SHALL BE DESIGNED BY A RECOGNIZED TESTING LABORATORY AND COPIES F.O.C. FACE OF CONCRETE SPEC, SPECIFICATION OF DESIGN SENT TO THE ARCHITECT FOR REVIEW. COMPRESSIVE STRENGTH TEST REPORTS F.O.M. FACE OF MASONRY SQ. SQUARE SHALL BE SUBMITTED TO THE ARCHITECT AND ALL CONCRETE MIXES SHALL INCLUDE A F.O.S. FACE OF STUD STD. STANDARD POLYMER BASED WATER REDUCING ADMIXTURE PER ASTM C494, MAXIMUM WATER/CEMENT FRM'G, FRAMING STIFF. STIFFENER RATIO SHALL BE 0,50. FT. FOOT STL STEEL FTG. FOOTING STRUCT, STRUCTURAL 3.1.4 FLY ASH SHALL CONFORM TO ASTM C618, CLASS F. FLY ASH SHALL NOT EXCEED 15% OF FURR. FURRING S.T.S. SELF -TAPPING SCREW CEMENT BY WEIGHT, AND SHALL NOT EXPERIENCE A LOSS ON IGNITION OF GREATER THAN 1%. S.W. SHEAR WALL ga, GAGE SYM, SYMMETRICAL 3.1.5 SHRINKAGE AT 28 DAYS SHALL NOT EXCEED .055% FOR DRY CURING AS DETERMINED BY ASTM GALV, GALVANIZED C157. G/L GLU-LAMINATED G/N GANG -NAIL TRUSS 3.1.6 REINFORCING BARS, ANCHOR BOLTS AND CONCRETE INSERTS SHALL BE PROPERLY LOCATED GYP. GYPSUM TAB. TOP & BOTTOM AND SECURELY FASTENED IN POSITION PRIOR TO PLACING CONCRETE, T.&G. TONGUE & GROOVE HD, HD TN THICK HDR. HEAEADERR T.N., TOE NAIL 3.1.7 MAXIMUM CONCRETE SLUMP SHALL NOT EXCEED 3" FOR FOOTINGS, MASS CONCRETE, AND HORIZ. HORIZONTAL T,O.FTG. TOP OF FOOTING SLABS -ON -GRADE, AND 4" FOR OTHER CONCRETE H,SA. HEADED STUD ANCHOR T,O.F TOP OF PLATE H.S.B. HIGH STRENGTH BOLTS T.O.PLY. TOP OF PLYWOOD 3.1.8 CONCRETE STRUCTURAL DESIGN IS BASED ON A SPECIFIED COMPRESSIVE STRENGTH (PC) OF HSS HOLLOW STRUCTURAL SECTION T.O,S, TOP OF SLAB SHOWN BELOW, THE MINIMUM 28 -DAY EXPECTED COMPRESSIVE STRENGTH (for) OF THE HT. HEIGHT T.O,STL TOP OF STEEL PROVIDED CONCRETE SHALL BE 3500 psi FOR fc=2500 psi AND 4200 psi FOR fc=3000 psi UNLESS TS TUBE STEEL, SEE'HSS' A LOWER fcr CAN BE JUSTIFIED THROUGH BREAK HISTORY, ICC INTERNATIONAL CODE COUNCIL EYP, TYPICAL I.D. INSIDE DIAMETER MINIMUM ULTIMATE COMPRESSIVE STRENGTH (fc) SHALL BE AS FOLLOWS; I.F. INSIDE FACE U,B,C, UNIFORM BUILDING CODE psi, DAYS; IN, INCH U,O,N, UNLESS OTHERWISE NOTED A FOOTINGS 3000 28 INT. INTERIOR B. TILT -UP PANELS 3000 28 VERT, VERTICAL C. SLABS -ON -GRADE 2500 28 JST. JOIST D. ALL OTHER CONCRETE, U,N,O. ON PLANS 2500 28 JT. JOINT W.P. WORK POINT E. LEAN CONCRETE FILL 1000 28 W/ WITH K KIP, KILO -POUND W/o WITHOUT 3.1.9 PROJECTING CORNERS OF ALL CONCRETE MEMBERS SHALL BE FORMED WITH 3/4' CHAMFER ksi KIPS PER SQUARE INCH W, WF WIDE FLANGE STEEL SECTION UNLESS DETAILED OTHERWISE W.W.F. WELDED WIRE FABRIC L ANGLE & 3.1.10 THE OUTSIDE DIAMETER (O.D) OF CONDUIT OR PIPE PLACED IN THE PLANE OF A LL FLOOR LIVE LOAD AND U ROOF LEE LOAD SLAB -ON -GRADE SHALL NOT EXCEED 30% OF SLAB THICKNESS UNLESS SPECIFICALLY L.L.H. LONG LEG HORIZONTAL X X DETAILED OTHERWISE AND SHALL BE LOCATED IN MIDDLE 1/3 OF SLAB, CLEAR SPACING LLV, LONG LEG VERTICAL qCE CENTERLINE CAT BETWEEN ADJACENT CONDUITS OR PIPES SHALL BE TWICE THE LARGER O.D. MINIMUM, UNLESS LOCS, LOCATIONS 0 DIAMETER OTHERWISE NOTED ON PLANS. LT.WT. LIGHT WEIGHT = EQUALS L.S.L. LAMINATED STRAND LUMBER # POUNDS, NUMBER 31,11 SURFACES OF JOINTS REFERENCED AS "COLD JOINTS", SHALL BE TROWELED OR OTHERWISE LVL LAMINATED VENEER LUMBER R PLATE FINISHED SMOOTH WITH 2 LAYERS OF BUILDING PAPER BETWEEN SURFACES. ALL OTHER HORIZONTAL CONSTRUCTION JOINTS SHALL BE CLEANED AND ROUGHENED TO 114!'+1 - AMPLITUDE BY EXPOSING CLEAN AGGREGATE SOLIDLY EMBEDDED IN MORTAR MATRIX, UNLESS OTHERWISE NOTED. IN THE EVENT THAT THE CONTACT SURFACE BECOMES COATED WITH EARTH, SAWDUST, ECT., AFTER BEING CLEANED, THE ENTIRE SURFACE SO COATED SHALL BE RECLEANED, 3.2 REINFORCING STEEL 3.2.1 REINFORCING STEEL SHALL CONFORM TO A615 GRADE 60 IN ALL CONCRETE AND MASONRY UNLESS NOTED OTHERWISE ON THE PLANS. REINFORCING STEEL THAT IS TO BE WELDED SHALL BE ASTM A706. A706 REBAR SHALL BE WELDED PER THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE GENERAL NOTES 3.2.2 CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED); A. CONCRETE CAST AGAINST AND EXPOSED TO EARTH---------- 3" B. INTERIOR STRUCTURAL SLABS, TOP AND BOTTOM --------------- 3/4' C. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER #6 BAR OR LARGER------------------------------------------------------ 2„ #5 BAR AND SMALLER-------------------------------------------------- 1-1/2„ 3.2.4 ALL REINFORCING BAR BENDS SHALL BE MADE COLD, 3.25 REINFORCING BARS SHALL BE SPLICED AS SHOWN ON DRAWINGS. ANY ADDITIONAL SPLICING SHALL REQUIRE REVIEW FROM THE ENGINEER. 3,3 TTILT-UP CONCRETE PANELS 3.3.1 SEE ARCHITECTURAL DRAWINGS FOR ALL PANEL FINISHES, REVEALS, CHAMFERS AND SURFACE TREATMENTS, TILT -UP PANELS SHALL BE 6 1/4" THICK U,ON,. REVEALS TO BE 1/2" DEEP MAX, 3.3.2 SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF ALL OPENINGS, 3.33 GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY SHORING AND BRACING OF ALL PANELS UNTIL ALL DIAPHRAGMS ARE PERMANENTLY CONNECTED, 3.3.4 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO SHOW PANEL SIZE, OPENINGS AND PANEL EMBED LOCATIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUACY OF PANEL FOR LIFTING STRESSES, ADDITIONAL REINFORCING OR STRONG BACKS SHALL BE DESIGNED AND PROVIDED BY CONTRACTOR, 3.3.5 ALL PANEL ELEVATIONS ARE VIEWED FROM THE INSIDE OF THE BUILDING TYPICAL U,O.N, 3.3.6 7O INDICATES PANEL I.D. NUMBER 3.3.7 TILT -UP PANEL REINFORCING AND PANEL EMBEDS SHALL BE AS SHOWN ON THE PANEL ELEVATIONS. SEE SHEET S310 TO S320. 3.3.8 PROVIDE #4 DOWELS AT 18" ac. FROM ALL TILT -UP PANELS TO ALL INTERIOR SLABS ON GRADE U.ON„ SEE SECTIONS, SHEET INDEX PERMIT #?, I Z --0 ( - E3UT IE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C E OMPLIANC DATE BY a C, in Copyright © 2012 AN kbea errerger %e end plane 1 d -W a repreeented by ft ttewhp ere owned by, end the property of, W-HOLS, MELBURG and ROSSE70 and were aeeted exWd and Nor at for idee , de �iha, aarrarg ft a pier be used N or decbeed to eny persor< ftm a corporatbn for ery purpose wheteoe" without the written pertrisebn of WICHOLS MUM end ROSSM0. IFS® TO ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 (530) 891-1710 (530) 891-5448 FAX http;//wmnmrdesign,com mr- 0 CONSULTANTS QRpf ESS/0,V ����� A GpNs Fye s W t— N6. 50Z4 N EXP. 3-31-13 TF OF C 0 LICENSE STAMPS al in PROJECT NAME Q PROPOSED WAREHOUSE EXPANVON FOR SUNWEST MILLING COMPANY 607 BANNOCK 3T. BIDS, CALIFORNIA al In SHEET TITLE STRUCTURAL COVER SHEET In DRAWING STATUS CD SET POST PERMIT REVISIONS al In REVISIONS Sym. Description By Date 77PLAN1 CHECK #1 LVF 3/29/12 al in Drawn By LVF Checked By LVF Date Drawn 5/31/12 Scale NONE Job No. 10-5364,20 e In SHEET No. S110 a mi In S110 STRUCTURAL COVER SHEET S120 SPECIAL INSPECTION NOTES S210 FOUNDATION PLAN ". A--, S310 TILT -UP PANEL ELEVATIONS S320 TILT -UP PANEL ELEVATIONS S410 TYPICAL FOUNDATION DETAILS S420 STRUCTURAL DETAILS S430 STRUCTURAL DETAILS PERMIT #?, I Z --0 ( - E3UT IE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C E OMPLIANC DATE BY a C, in Copyright © 2012 AN kbea errerger %e end plane 1 d -W a repreeented by ft ttewhp ere owned by, end the property of, W-HOLS, MELBURG and ROSSE70 and were aeeted exWd and Nor at for idee , de �iha, aarrarg ft a pier be used N or decbeed to eny persor< ftm a corporatbn for ery purpose wheteoe" without the written pertrisebn of WICHOLS MUM end ROSSM0. IFS® TO ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 (530) 891-1710 (530) 891-5448 FAX http;//wmnmrdesign,com mr- 0 CONSULTANTS QRpf ESS/0,V ����� A GpNs Fye s W t— N6. 50Z4 N EXP. 3-31-13 TF OF C 0 LICENSE STAMPS al in PROJECT NAME Q PROPOSED WAREHOUSE EXPANVON FOR SUNWEST MILLING COMPANY 607 BANNOCK 3T. BIDS, CALIFORNIA al In SHEET TITLE STRUCTURAL COVER SHEET In DRAWING STATUS CD SET POST PERMIT REVISIONS al In REVISIONS Sym. Description By Date 77PLAN1 CHECK #1 LVF 3/29/12 al in Drawn By LVF Checked By LVF Date Drawn 5/31/12 Scale NONE Job No. 10-5364,20 e In SHEET No. S110 a mi In 0 SPECIAL, INSPECTIONS 7.0 SPECIAL INSPECTION: 7.1.1 GENERAL THE OWNER SHALL EMPLOY A SPECIAL INSPECTOR DURING CONSTRUCTION ON THE PHASES OF WORK LISTED IN SECTION 7 AND THE FOLLOWING TABLES. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE HIS COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF A PARTICULAR TYPE OF CONSTRUCTION OR OPERATION, THE CONTRACTOR SHALL SUBMIT A STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK FOR EACH ITEM REQUIRING SPECIAL INSPECTION OR TESTING, THE STATEMENT SHALL CONTAIN THE FOLLOWING: 1. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED WITHIN THE TESTING AND INSPECTION SEC11ONS OF THE CONSTRUCTION DOCUMENTS, 2. ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL 3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTORS ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS, 4. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITIONS) IN THE ORGANIZATION, 7.1.2 REPORTS: THE SPECIAL INSPECTOR SHALL KEEP RECORDS OF INSPECTIONS AND FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, REPORTS SHALL INDICATE THAT THE WORK INSPECTED WAS OR WAS NOT DONE IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS, DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, IF NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK, A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED AT A TIME AGREED UPON BY THE PERMIT APPLICANT AND THE BUILDING OFFICIAL PRIOR TO THE START OF WORK. 72 STEEL SEE METAL BUILDING PROJECT NOTES ON SHEET E1 FOR TESTING REQUIREMENTS FOR HIGH STRENGTH BOLTS AND OTHER REQUIRED STEEL INSPECTIONS. 7.3 CONCRETE CONSTRUCTION: INSPECTION AND VERIFICATION SHALL BE AS REQUIRED BY TABLE 1704.4, SPECIAL INSPECTION SHALL NOT BE REQUIRED FOR THE FOLLOWING: 1, ISOLATED SPREAD FOOTINGS OF BUILDINGS THREE STORIES OR LESS ABOVE GRADE PLANE THAT ARE FULLY SUPPORTED ON EARTH OR ROCK, 2. NONSTRUCTURAL CONCRETE SLABS SUPPORTED DIRECTLY ON THE GROUND, INCLUDING PRESTRESSED SLABS ON GRADE, WHERE THE EFFECTIVE PRESTRESS IN THE CONCRETE IS LESS THAN 150 psi, 3. CONCRETE PATIOS, DRIVEWAYS AND SIDEWALKS, ON GRADE, SAMPLES FOR STRENGTH TEST OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LESS THAN ONCE A DAY, NOT LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF CONCRETE, NOR LESS THAN ONCE FOR EACH 5000 SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS, ON A GIVEN PROJECT, IF TOTAL VOLUME OF CONCRETE IS SUCH THAT FREQUENCY OF TESTING REQUIRED ABOVE WOULD PROVIDE LESS THAN FIVE STRENGTH TESTS FOR A GIVEN CLASS OF CONCRETE, TESTS SHALL BE MADE FROM AT LEAST FIVE RANDOMLY SELECTED BATCHES OR FROM EACH BATCH IF FEWER THAN FIVE BATCHES ARE USED. WHEN TOTAL QUANTITY OF A GIVEN CLASS OF CONCRETE IS LESS THAN 50 CUBIC YARDS, STRENGTH TESTS ARE NOT REQUIRED WHEN EVIDENCE OF SATISFACTORY STRENGTH IS SUBMITTED TO AND APPROVED BY THE BUILDING OFFICIAL 7.3.1 MATERIALS: IN THE ABSENCE OF SUFFICIENT DATA OR DOCUMENTATION PROVIDING EVIDENCE OF CONFORMANCE TO QUALITY STANDARDS FOR MATERIALS IN ACI 318 CHAPTER 3, THE BUILDING OFFICIAL SHALL REQUIRE TESTING OF MATERIALS IN ACCORDANCE WITH THE APPROPRIATE STANDARDS AND CRITERIA FOR THE MATERIAL IN ACI 318 CHAPTER 3, WELDABILITY OF REINFORCEMENT, EXCEPT THAT WHICH CONFORMS TO ASTM A 706, SHALL BE DETERMINED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318 SECTION 3.5.2. CERTIFIED MILL TEST REPORTS SHALL BE SUBMITTED FOR EACH SHIPMENT OF REINFORCING USED IN CONCRETE, WHERE ASTM A 615 REINFORCING IS USED TO RESIST FLEXURAL, SHEAR AND AXIAL FORCES IN CONCRETE INTERMEDIATE FRAMES, SPECIAL MOMENT FRAMES AND SPECIAL SHEARWALLS, THE ACTUAL YIELD STRENGTH OF THE REINFORCING SHALL BE LESS THAN 78 ksi AND THE ACTUAL TENSILE STRENGTH SHALL BE MORE THAN 125 TIMES THE ACTUAL YIELD STRENGTH. - -- TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCE STANDARD IBC REFERENCE 1. INSPECTION OF REINFORCING STEEL, INCLUDINGACI x 318: PRESTRESSING TENDONS, AND PLACEMENT. -- 3.5,71-7.7 1913,4 2. INSPECTION OF REINFORCING STEEL WELDING IN X AWS DIIA, ACCORDANCE WITH TABLE 1704,3, ITEM 5B. ACI 318: 3.5.2 -- 3, INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE WHERE x ACI 318: 1911,5, ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE 8.1.3 & 21.2.8 19121 STRENGTH DESIGN IS USED. 4. INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE, x ACI 318: 3.8.6, 1912.1 8.1.3, 21.2.8 5. VERIFYING USE OF REQUIRED DESIGN MIX. -- x ACI 318: CH. 4,5.2-5.4 1904.2.2, 1913.2, 1913.3 6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND__ X ASTM C 172 AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE S318 1913.10 OF THE CONCRETE ACI 635.8 7. INSPECTION OF CON FOR PROPER APPLICATIO ACI 318: 5.9, 5.10 1913.6, 1913.7, 1913.8 8. INSPECTION OF MAINTENANCE OF SPECIFIED CURING �( TEMPERATURE AND TECHNIQUES, __ ACI 318; 5.11-5,13 1913.9 9. IN KESSCONCRETE: A. APPLICATION OF PRESTRESSING FORCES, B, GROUTING OF BONDEDIIIDONS IN ACI 318:18.20 x -- - -RESISTING SYSTEM. -- 10. ERECTION OF PRECAST CONCRETE MEMBERS -- i ACI 318: CH. 16 -- 11. VERIFICATI -TRENGTH, PRIOR TO STRESSING OF TENDONS IN POSTENSIONED AND PRIOR TO REMOVAL OF SHORES AND ACI 318: 6.2 -- BEAMS A , 12, INSPECT FORMWORK FOR SHAPE, LOCATION AND x ACI 318: 6.1.1 DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY 0 o a Copyright O 2012 m Idea% deems, erren9ern b and plana hdcsted ar repreeerrted by ft ctawhp ere awned by, end the property af, NK.FiOLS, MELBUM and ROSSMO and ware a mted a *md and developed for vee an and h aanlr►bn with the specW pm)wt None of such kleas, design, arrenperrrerrta a Plena shell be used N or dledoeed to any person ftm ar aapaaibn for any ppuuppooeeee whataomw Wftut the written perrrisabn of NICHOLS MELBURG and ROSSMO. NRC m E I ��� _am I` Il�0 TO ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-5448 FAX http://www,nmrdesign.com CONSULTANTS VgOFESS/pNq d EXP. 3-31-13 ' �9rFOF CAL�F��/ LICENSE STAMPS al in PROJECT NAME Q PROPOSED WAREHOUSE E XPAN ON FOR SUNWEST MILLING COMPANY 507 BAN9N OCK ST. BIGIQSr CALIFORNIA 01 In SHEET TITLE SPECIAL INSPECTION o NOTESin DRAWING STATUS CD SET POST PERMIT REVISIONS al In REVISIONS Sym Description By Date . 1 PLAN CHECK #-1 LVF 3/29/12 01 In Drawn By L V F Checked By LVF Date Drawn 5/31/12 Scale NONE Job No. 10-5364.20 01 In SHEET No. 1 S1 20 0 C Z 0 Z i N In m CW o w 3 N X -QO�X b,5 X oz 'v N O Co H — 'v , N 'v Co N N 3 M N Cl) N 'v M ^` N 2 4 4 4 4 4 4 4 FOUNDATION PLAN SCALE V16u=Y-0" � p p Copyright © 2012 FOUNDWHON NOTESAl beeA dmUm arrarOement& and plane hdcabed a repreeen6ed M dawt,g are by, end the property of, NICFIOLS, MELBURG end ROSSETTO and were created eYoA�ed end developed for Use on and h oanorom with the specw p Djef t None of such ideas, desUm &mnperrrents or plane &hell be used N or decbeed to mV persM itrm a corporatbn far ery 1. SEE GENERAL STRUCTURAL NOTES ON SHEET S110 FOR whataoe�, without ft wftt n pemisebn of N�cl IDLs, M ADDITIONAL INFORMATION, and R0S6ETT0. 2. DIMENSIONS ARE FROM CENTERLINE OF COLUMN, OR FACE OF STUD, TYP. U,O.N, 3. TYPICAL SLAB ON GRADE TO BE 6" THICK, REINF, W/ #4 @ 16" o.o. 2" CLEAR FROM TOP OF SLAB, OVER 6" FREE DRAINING GRAVEL SEE SHEET S410 FOR TYPICAL FOUNDATION DETAILS, 4, INDICATES FOOTING SIZE, SEE SCHEDULE INDICATES ELEVATION @ TOP OF FOOTING 1< ��� RELATIVE TO TOP OF SLAB, -Y-O" TYP., U,O,N, i- LT4 INDICATES METAL BUILDING COLUMN, SEE METAL BUILDING DRAWINGS 5. INDICATES #4 HAIRPIN WTH V-0" LONG LEGS IE D)0 TO 6. DATUM ELEVATION = TOP OF SLAB = + 0'-00" (SEE CML DRAWINGS) ARCHITECTS + ENGINEERS 7, s — — — s INDICATES STEP IN FOOTING, SEE 5/S430 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 > 8. SEE GEOTECHNICAL ENGINEERING REPORT PER GENERAL NOTE 2.1 (530) 891-1710 (530) 891-5448 FAX ON S110 FOR ADDITIONAL REQUIREMENTS AND RECOMMENDATIONS. http;//WWW,nmrdesign.com CONSULTANTS Q�of ESS/pN � 9. ALL 3/4" DIA. ANCHOR BOLTS TO BE Fy = 36 ksi AND EMBEDED INTO �Q A• G q� CONCRETE 12", ALL 1" DIA, ANCHOR BOLTS TO BE Fy = 55 ksi AND D F EMBEDED IN CONCRETE 24".� �" � Z w F- NAA EXP. 3-31-13 y SPU -,AD FW nNG SCHEDULE �9TF OF CAL�F��� p p LICENSE STAMPS A\- MARK SIZE DEPTH "D" REINFORCEMENT REVISIONS F1 4'-d' SQ. 24" 5- #5 EA WAY T,&B. F2 6'-0" SQ. 24" 7- #5 EA WAY T,&B, _.----.-F3-----...... 4, —361 -_ .—.6—#5-EAWA-Y—T,&B-,- F4 6-0" SQ. 36" 8- #5 EA WAY TAB, F5 T-0" SQ, 36" 9- #5 EA WAY T.&B. F6 8'-0" SQ. 36" 11- #5 EA WAY T.&B, F7 8'-0" SQ, 48" 12- #6 EA WAY T.&B, PERMIT #_ 12— — 0 1711 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C DE C MPLIANCE DATE BY t 2 PROJECT NAME A PROPOSED WAREHOUSE EXPANSION FOR SUNWEST MILLING COMPANY 507 BANNOCK ST. BIGQS, CALIFORNIA m p SHEET TITLE FOUNDATION PLAN p DRAWING STATUS CD SET POST PERMIT REVISIONS Mio REVISIONS Sym Description By Date 717PLAN.-CHECK #1 LVF 3/29/12 h POST PERMI i DAR 5/16/12 p — p Drawn By L V F Checked By LVF Date Drawn 5/31/12 Scale 1/16"=1'-0" Job No. 10-5364.20 o n SHEET No. S210 p p In 0 IV4 5 6 7 8 9 28'-0' 26'-0' Y26'-0' 26'-0' 26'-0' 26'-0' 26'-0' 24'-8' 1'-0' n n nn n ... �— 3/4" JT �1 PANEL ELEVATION AT -LM J' � PANEL ELEVATION AT LINESCALE V8" T -V PERMIT - BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO C IVIPLIANCE DATE BY D D D Copyright O 2012 Al Ideas, deeps, m-ngwerb end plane txicetad a represented MELBURG and ROSSMO were evoKW and None ofi s< d Ums, d R and In am rgwmts�a pler be used by, or deobeed to Ivy person ftm a corpaaibn for end �poee whetsoeaer Wftut the wtitben pem�sslon of =rNIM and ROSSM0. NIC OLS ME RG RO TO ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http://www.nmrdesign,com a D CONSULTANTS VOF ESS/p A. coNs� Fye � Z w„ - NAO N EXP. 3-31-13 y �A 'C lF OF CAL\FCS D a LICENSE STAMPS ARCyi PJB A. Rp�TE`�j► O da Na C2MIX Q� OF CALF � D PROJECT NAME Q PROPOSED WAREHOUSE fEXPANMON FOR 1"Comim W400A AI P 607 BANNOCK ST. 810081 CALIFORNIA a In SHEET TITLE TILT -UP PANEL ELEVATIONS al In DRAWING STATUS CD SET POST PERMIT REVISIONS all In REVISIONS Sym Description By Date 3 POST PERMIT DAR 5/15/12 D D Drawn By DAR Checked By Date Drawn 5/31/12 Scale 1/811=11-011 Job No. 10-5364.20 In all SHEET No. S310 a a a C 2'-3' 3'-3' n u 1 12 4'-0' Ile Ilk n n u 23'-4' u n u D TO, PANEL 3 EL 1'-10' � ►t n ui 23'-4' 23'-4' 23'-4' 23'-4' 23'-4' 0 14 1135-1': 11'-0 1/2' 13 12 11 3/4" JT 10 O 0 1'-0' 1'-10' �,P 2 14'-3 7'-1 1/2' 7'-1 1/2' 14'-3' TYP UN 11'-0 1/2' 01 14'-0' 6'-1 1/2' ol 2'-3' 1'-6' 1-6 S420lo 4'-0' 4'-0' 4'-0' 1'-0' lo TO, PANEL n u n n u n u n n n n n u u u u n u n n u u n n u u n u n n n n n n n n u u u u u u u u n EL = 20'-0" u 11 g 8- #5 E.F. 6 8 8 S420 2- #6 S420 5- #5 EF 5- #5 EF 8- #5 E.F, 8 5420 5420 #5 @ 8" o,a S420 S420 r J VERT, & #5 @ r_1 r r_1 I I r_1 LJ r, r� r 1 1 #5 @ 8" oa VERT, L� r, `J EMBEDDED PLATE 00 8" as HORIZ, 2- #6 2- #6 J & #5 @ 8" O.C. N FOR CANTILEVERED • - 11 TYR rn _ HOOK HOOK r, r_1 HORIZONTAL, TYR r"i r -i r l `7 AWNING SUPPORT 5420 LJ LJ ENDS NDS `J `J #5 @ 8" ac. VERT, `J LJ #5 8" o,c. VERT. #5 5- #5 EF 5- EF �33 HORIZONTAL, TYP, \+ HORIZONTAL, TYP. L, 5- #5 EF ..3 E3 zo EF g g #5 @ 8" ac, VERT. o S420 S420 �9#TYR TYP. S420 S420 TYR & #4 @ 12" o.c, 4- #5 EF RkEFR 12 HORIZONTAL, TYP, S420 — —S420 T,O,C. S,O,G, p"I— EL = 0'-0" 3'- 0' 3'-0' 3'-0' O 18HK, 18 " T-0' 3'-0' Y � z 24" 4' CONIC, STEM WALL 10 = Q S ~ STEPPED FOOTING SEE 5/S430, TYRDOCK LEVELER #4 DOWELS @ 12" ac. RECESSED PIT SLAB DROPPED FOOTING z N m PIT WALL, TYR (FROM STEM WALL & AT DOCK LEVELER NOTES; PANEL INTO DOCK 1. SEE SHEET S110 FOR TILT -UP PANEL NOTES, LEVELER WALL) TYR 2. FOR TYP, PANEL REINF, NOT SHOWN SEE PANEL 17 6 LOCATIONS � PANEL ELEVATION AT LINESCALE V8" T -V PERMIT - BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO C IVIPLIANCE DATE BY D D D Copyright O 2012 Al Ideas, deeps, m-ngwerb end plane txicetad a represented MELBURG and ROSSMO were evoKW and None ofi s< d Ums, d R and In am rgwmts�a pler be used by, or deobeed to Ivy person ftm a corpaaibn for end �poee whetsoeaer Wftut the wtitben pem�sslon of =rNIM and ROSSM0. NIC OLS ME RG RO TO ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http://www.nmrdesign,com a D CONSULTANTS VOF ESS/p A. coNs� Fye � Z w„ - NAO N EXP. 3-31-13 y �A 'C lF OF CAL\FCS D a LICENSE STAMPS ARCyi PJB A. Rp�TE`�j► O da Na C2MIX Q� OF CALF � D PROJECT NAME Q PROPOSED WAREHOUSE fEXPANMON FOR 1"Comim W400A AI P 607 BANNOCK ST. 810081 CALIFORNIA a In SHEET TITLE TILT -UP PANEL ELEVATIONS al In DRAWING STATUS CD SET POST PERMIT REVISIONS all In REVISIONS Sym Description By Date 3 POST PERMIT DAR 5/15/12 D D Drawn By DAR Checked By Date Drawn 5/31/12 Scale 1/811=11-011 Job No. 10-5364.20 In all SHEET No. S310 a a a n VVI YVi V I LIVI VYf1LL ��� vi i��, v ­ -11 i i-. vi i �i vLL I vv 1 Lv, 2, FOR TYR PANEL REINF, NOT SHOWN SEE PANEL T,O, PANEL EL = 14'-0" PANEL ELEVATION AT LINE 'C' I M1 ILL P1I LII VL v NOTES; 1. SEE SHEET S110 FOR TILT -UP PANEL NOTES, 2• FOR TYR PANEL REINF, NOT SHOWN SEE PANEL O INS PANEL ELEVATION AT LINE '3' SCALE V8" = Y-0° I SCALE V8° = T -V I 39'-6' I ll17LL !'lI LIIVL V NOTES; 1. SEE SHEET S1,1 FOR TILT -UP PANEL NOTES, 2, FOR TYR PANEL REINF. NOT SHOWN SEE PANEL O T.O. PANEL EL = 14'-0" PANEL ELEVATION AT LINE '8' SCALE V8u = Y-0" I PERMIT # a I ?, _0 k -1 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE C iPLIANCE DATE BY a mi In Copyright © 2012 M ideas, designs, errangerrvft and plena hdmW a repreeerrted MELBURO and ROMMOend were a � amW and such bea% daelgis, anar� w erg or pler "I be umd N or dedoeed to aWperaor> ihn ar c Watbn far any Wpl�p�ooeeee whateoeaer without the vNitfen p*wmrb ion of NCHOLS, MELBURG and ROSSETTO, NIC Som I� T"' ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http;//WwW,nmrdesign,com CONSULTANTS Q ,0FESS1% A. GONs� FyG� SlRl1CTU�tP�' �Q lF OF CAL,�C�� 0 e LICENSE STAMPS AR�yi �v ��P,� A. Rp�rF�j► O cA No. C2M \� CAS-�F� PROJECT NAME A PROPOSED WAREHOUSE EXPANSION FOR SUNWEST MILLING COMPANY 607 BANNOCK ST. BK S, CALIFORNIA al In SHEET TITLE TILT -UP PANEL ELEVATIONS a o DRAWING STATUS CD SET POST PERMIT REVISIONS a REVISIONS Sym. Description By Date POST PERMIT DAR 5/16/12 a a Drawn By DAR Checked By Date Drawn I 5/31/12 Scale I 1/8"=1'-0" Job No. I 10-5364.20 SHEET No. S320 D d O Fal • �. •ate. ,. a' AA ] • d J 1,5 MAX, SLOPE BTWN, ADJACENT FOOTINGS NOTES: SEE PLAN AND GENERAL NOTES FOR EXCAVATIONS ADJACENT TO EXISTING FOOTINGS. TYP, REBAR LAP LENGTH BAR 2500 3000 40 60 40 60 SIZE #3 21 32 20 29 n 16 24 15 23 #4 28 42 25 38 Scale 21 32 20 29 #5 34 51 32 47 0 26 39 25 37 #6 42 62 38 56 32 47 29 43 #7 60 90 55 82 46 69 42 63 #8 68 102 63 94 52 78 49 72 #9 77 115 71 106 59 89 55 81 #10 85 128 78 117 65 98 60 90 #11 94141 86 128 72 108 67 99 �— CONC, fc IN psi E— BAR GRADE �— TOP BARS, TYP, (IN) E-- OTHER BARS, TYR (IN) NOTES; 1, INCREASE LAP LENGTHS 33% FOR LIGHT WEIGHT CONCRETE, AND AT FOUR BAR BUNDLES (WHERE 2 BARS LAP WITH 2 OTHER BARS), 2. TOP BARS - HORIZONTAL BARS PLACED WITH MORE THAN 12" OF FRESH CONC, CAST IN THE MEMBER BELOW THE BARS. Q cd �. zo 8• #4 CONT, SLAB EDGE SLAB STEP S.A.D. 6" CONC, CURB #3 24" o,a W/ #4 CONT, LEAVE ROUGH ;o 5/8" - 1/4„ :J N t •. .. #4 CONT, 12' CURB #4 x 4'-0" DOWELS 1/4" WIDE x 1/5 DEPTH 3'-0" ac. 18 SLAB TOOL JOINT Q ,t 'd.• d .� .41e V} a. } ° #4 CONT, TYR 11/2" x 3 1/2" x 12" Y-0" 12' KEY @ 36" ac, #3 ( 1'-0" J--) @ 18" as CONSTRUCTION JOINT HOUSEKEEPING PAD CONTROL JOINT NOTES: 1, SLAB SHALL BE PLACED ON PREPARED SUBGRADE PER SOILS REPORT, 2. MIN. REINF, SHALL BE PER FOUNDATION NOTE #3 ON S210, 3. CONTROL JOINTS SHALL BE SPACE AT A MAXIMUM OF 36 TIMES SLAB DEPTH IN EACH DIRECTION, J c SLAB AN END & INTERSECTION ♦ d CORNER BAR, LEG a*♦ LENGTH PER 4/S410 G=� . • ` ♦ j •• d ��' . A Poo - ANGLE STANDARD HOOK PER 2/S410 STANDARD HOOK PER 2/S410 !/"l1 'd ,4 A A J 41 d Q CORNER STANDARD HOOK PER 2/S410, TYR 6d (2 1/2' MIN.) 180 ° BAR SIZE #3 - #8 #9 - #11 #14 & #18 LO OD d O-0 d� N + /I ( + x D N T TYP, N 900 900 135 ° & 180 ° MIN, INSIDE MIN, INSIDE BEND 0 "D" BAR SIZE BEND 0 "D" 6d #3 - #5 4d 8d #6 - #8 6d 10d 0 0 0 Copyright © 2012 N idea& deet m, arrenpermb end plans t,dceted or mveswdDd by this drawhp ere owned by, and the property of, NI Has, MaBURG and ROSSMO and were oreatA emkW and tbm of such ideas, dsel�s, errarQWv is or plere�s M bpe� umd wwtettw1w W tO ft firmar carpaetbn for ery M end ROSSUT0. MEL N C O L S m E 1I� Ili® TO ARCHITECTS + ENGINEERS 300 KNOLLCREST DRIVE REDDING, CA, 96002 (530) 222-3300 (530) 222-3538 FAX http://www,nmrdesign,com a a CONSULTANTS 11 0 QRpFESS/0H� 1 z r N+\3bN N EXP. 3-31-13 *`req STRVCT�P�. �\P TF OF CAL11 a o LICENSE STAMPS STANDARD BAR HOOKS & BENDS TYPICAL STIRRUPS & TIES & DOWELS I 1 I" I ( \ I •\ ID�.I •\( ►:�\ I I (�>(�> I II\ (l I I' I:� •\ I I •\ I" �( I ITh ID) I I I' 4 TYPICAL I •\ I:� ��� \GRADE DETAHS 1 SCHED, U,O.N. FOR C.M.U: SEE REBAR LAP SCHED. SCALE 3W = I-V n J c SLAB AN END & INTERSECTION ♦ d CORNER BAR, LEG a*♦ LENGTH PER 4/S410 G=� . • ` ♦ j •• d ��' . A Poo - ANGLE STANDARD HOOK PER 2/S410 STANDARD HOOK PER 2/S410 !/"l1 'd ,4 A A J 41 d Q CORNER STANDARD HOOK PER 2/S410, TYR 6d (2 1/2' MIN.) 180 ° BAR SIZE #3 - #8 #9 - #11 #14 & #18 LO OD d O-0 d� N + /I ( + x D N T TYP, N 900 900 135 ° & 180 ° MIN, INSIDE MIN, INSIDE BEND 0 "D" BAR SIZE BEND 0 "D" 6d #3 - #5 4d 8d #6 - #8 6d 10d 0 0 0 Copyright © 2012 N idea& deet m, arrenpermb end plans t,dceted or mveswdDd by this drawhp ere owned by, and the property of, NI Has, MaBURG and ROSSMO and were oreatA emkW and tbm of such ideas, dsel�s, errarQWv is or plere�s M bpe� umd wwtettw1w W tO ft firmar carpaetbn for ery M end ROSSUT0. MEL N C O L S m E 1I� Ili® TO ARCHITECTS + ENGINEERS 300 KNOLLCREST DRIVE REDDING, CA, 96002 (530) 222-3300 (530) 222-3538 FAX http://www,nmrdesign,com a a CONSULTANTS 11 0 QRpFESS/0H� 1 z r N+\3bN N EXP. 3-31-13 *`req STRVCT�P�. �\P TF OF CAL11 a o LICENSE STAMPS STANDARD BAR HOOKS & BENDS TYPICAL STIRRUPS & TIES & DOWELS SHEET TITLE TYPICAL FOUNDATION DETAILS & SECTIONS FOR CONCRETE: SEE REBAR LAP SCHED, U,O.N. FOR C.M.U: SEE REBAR LAP SCHED. a n Drawn By 1 �- Checked By 16 ga MIN. TIE WIRE m 1 1 1" 1( •\ I loll \ III" I I (�) I I' I (�>(�> I II\ l g I 1 I" I ( •\ I ((�> \ (I I� I I' I (�) l \ It' •\ I I (�� \ 5 1 •\ \ 1 •\ 1)11 I11"11 ' I:� •\ I uI I(�)t�> I� •\ \ It) I:� I'r!\ ID) 2 TOP OF SLAB NO PENETRATION ALLOWED WELD MUST THRU THIS PORTION OF FTG, DEVELOP 125% TOP OF FT'G, OF BAR'S YIELD STRENGTH IN TENSION d COUPLER MUST SPLICE IN ADJACENT BARS .., ..:, .• MIN, ' • `DEVELOP 125% SHALL BE STAGGERED 30" ' '• WELDING OF REINF, �. A .F BARS y , . a , . . :... Cl) INSIDE SLEEVE SHALL BE IN • ; .:. . , • • o ACCORDANCE w/ YIELD STRENGTH DIAMETER IS •= �a IN TENSION PIPE OUTSIDE • . d • J ♦ • MI I I� AWS D1,4-98 DIAMETER +2,. ,'' •:: ' : o a '. '' . ,. or 3II SEE NOTE BELOW 'a• M 2 45 . • • MIN, 777 . ICC ` d 014 0.. ' APPROVED 1 ;• ° 'o MIN, COUPLER B A 1/8 NO EXCAVATION 2'-0' ALLOWED BELOW THIS LINE MIN, FULL PENETRATION MECHANICAL • DENOTES FULL PEN ARC PRIOR TO CASTING FTG, PLACE FTG, SHALL BE STEPPED ARC WELDED BUTT COUPLER WELDED BUTT SPLICE OR LEAN CONCRETE SLURRY SO THAT CONC, FILL SPLICE MECHANICAL COUPLER AROUND SLEEVE SLURRY TO DOES NOT EXCEED &-0" EXTEND OVER FULL WIDTH OF FTG, NOTE: CONTRACTOR'S OPTION AS TO WHICH TYPE OF SPLICE SHOWN IS USED ELEVATION SECTION DIMENSIONS: PERMIT BUTTE COUNTY DEVELOPMENT SERVICES A =PIPE SPACING TO BE 1,5 TIMES MAX, DIAMETER OF ADJACENT SLEEVES, 2" MIN, REVIEWED FOR B = 10 '-" MIN,, TYR Ci® E Ci tvIPI�IANCE NOTE: DATE SLEEVE NOT REQUIRED AT ELECTRICAL & DATA CONDUIT By---P--+- NOT Y��+ NOS' USED NOT USED g T YP1CA\IL PIM THROUGH G o nTICA\IL REBAR SPUCM SCALE 1" = Y-0" 191 N.T.S. N.T.S. • PROJECT I A PROPOSED SED WAREHOUSE EXPANSION FOR R I II EST NG INY 507 BANNOCK ST. BIGGS, CALIFORNIA 01 10 SHEET TITLE TYPICAL FOUNDATION DETAILS & SECTIONS 13= in DRAWING STATUS CD SET POST PERMIT REVISIONS ul In REVISIONS Sym Description By Date a n Drawn By LVF Checked By LVF Date Drawn 5/31/12 Scale AS NOTED Job No. 10-5364.20 e 0 SHEET No. S410 0 0 1111111411121111010H IVID) I3I III PLAN (� I 'll'�.,T-UP PANELDIETAIDL SCALE 1" = f-0" TYP HORIZ REINF, — SEE f u[ IL-1IV rLll IVIC I FIL PANEL ELEVATION STAGGER BLDG MNFR, BARS EA FACE WF BEAM PER MTL T,O, CONC BLDG MANUF, SEE METAL BLDG. — F,O, PANEL & STEM SHIM R PER DETAIL 2/S420 +2a-alo ol' WALL BELOW = VERT, TRIM REINF, - SEE PANEL C.L. OF W,F AND PLATE I 2- #5 CONT TILT -UP PANEL v ELVATION EL +19-9' U<- w TILT -UP CONC PANEL, STL ANGLE BRACE SEE ELEVATION ADJACENT PANEL WHERE BY M,B, MANUF, w Q OCCURS G.I. FLASHING - SET IN _ ui END WALL REVEAL W/ SEALANT .. : DOCK LEVELER PIT WALL CAST N U FRAME BEYOND METAL ROOFING o/ 7,F AFTER TILT -UP PANEL ERECTED — - , --; — — — - _ — — — — — — PER METAL BLDG ROOF PURLINS f MNFR, WF BEAM BY I o — — — — — — EMBED t 3/8 W/ M.B, MANUF, � " TOP OF :R ELEVATION W U • tQi 2' STEM WALL BELOWuj CLR. z Ir III I t Lm L> v \ I' ID> I' III PLAN SEE PANEL ELEV. PLAN SCALE 1" = Y-0" TILT -UP PANEL DETAIEL lei LE SCALE 3/4° = Y-0" I (: ) I EAVE MATCH EXIST. 4- 11210 x 4" LG, N PLATE ob U NELSON STUDS 1 yr 1 VT 12 +14'-1a' GIRT PER METAL 3 — ` BLDG MNFR, U -CLIP U -CLIP FRAME BEYOND PER EMBED R 3/8'W/ 65 GUTTER METAL BLDG MNFR, 4- 1/2"0 x 4" LG. 3/4" METAL NELSON STUDS 12 N MESH BTM, OF PERMIT # 1 V2' fi VY PLATE j, BUTTE COUNTY DEVELOPMENT SERVICES +1a-8 REVIEWED FOR ? TYR BRACE COD C MPLIRNCE 16 5'-11' DATE By TT gCANTHEVERM AVA\'UNG AT TRUCK DOC� T�YI� CA1L FAV E � SCALE Y' = T -V SCALE V2e = Y-0" SCALE: 3/4u = 1-0" Copyright © 2012 All beeA, deei�,A, errengarnentA an plans ldo? ed « repreeentsd hv ft drawt�p ere awned by and the property of MK.FiOLs MELBURG and RME70 and were «sated owkW and ' Nors of Ruch Ideas, des�m anargenvrtA or pler eheu be umdd N or dledoeed to ary person flm « oorporatbn far eryp�poee wtet,oeasr Wftut the written pemtasion of MO OLS, MELBl1RG and ROSSETTO, DTIETO LS m EG Ta 0 ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http://Www,nmrdesign,com a e CONSULTANTS V? ,of ESS/ONq A. GONs NA z w t— NAA 4 m N EXP. 3-31-13 co ;v *`rjq STRUCT`1RP\' rF OF CA01 LICENSE STAMPS mi In PROJECT NAME A PROPOSED WAREHOUSE EXPANSION FOR SUNWEST MILLING COMPANY S420 607 BANNOCK ST. BICG3, CALIFORNIA al in SHEET TITLE STRUCTURAL DETAILS mi in DRAWING STATUS CD SET POST PERMIT REVISIONS al In REVISIONS Sym Description By Date /1\ PL—ANI CHECK L-141 LVF 3/29/12 POST PERMIT DAR 5/22/12 Drawn By DAR Checked By Date Drawn 5/31/12 Scale AS NOTED Job No. 10-5364.20 e a SHEET No. S420 n 0 al in Copyright © 2012 M Ideas, deely A erta WTo is and plena hated or repreeerrted MELBURG acrd R� 0ft ftwe 70 and were amted 04W andendS edw*ped& Ueawe edesi A arrar�pernenta or plem " bpeuupsoeede w4staoe" Wthoutto the pwrbsion NO-IOLS &V fVm or ompaatbn for MELB and ROSSMO, N R ILII E k-%. T ® ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http://www.nmrdesign,com e in CONSULTANTS /VVFESS/pNq\A. Wvt ' N.OUZ4 \ jNj. LEXP.b3-31-13 0 S� ST�C�P�. �Q qTF OF CALIF e a LICENSE STAMPS PROJECT NAME A PROPOSED WAREHOUSE EXPANSION FOR 507 BANNOCK ST. BIGQf% CALIFORNIA al In SHEET TITLE STRUCTURAL DETAILS al In DRAWING STATUS CD SET POST PERMIT REVISIONS o a REVISIONS Sym Description By Date POST . PEPMFT DAR 5116112 al In Drawn By DAR Checked By . Date Drawn 5/31/12 Scale AS NOTED Job No. 10-5364.20 Cln SHEET No. S430 0 0 0 I ........................ HB + ,. .............. �.,,. ............. it Ei i:E i •j WATER AND WASTE SERVICE CALCULATIONS JOB NAME: SUNW ST WAREHOUSE EXPANSION DATE: 1260! FIXTURETYPE NO. WASTE COLD WATER HOT WATER TOTAL WATER FU TOTAL FU TOTAL FU TOTAL FU HOSE BIBB (FIRST) 1 0 0 2,5 2.5 0 0 2.5 HOSE BIBB (ADDITIONAL) 5 0 0 1 5 0 0 5 LAVATORY (HAND SINK) 2 !' 1 2 0.75 1.5 0,75 1 1,5 2 WATER CLOSET, 1.28 TANK 2 4 8 1.5 5 0 0 5 TOTAL Fit 10.0 14,0 1.5 14,5 EQUIVALENT COLD WATER FLOW RATE (GPM): 12 GPM ADDITIONAL DEMAND LOAD (GPM) 0 ' GPM WATER HEATER PAN UNDER THE WATER HEATER SHALT_ BE PRESSURE AVAILABLE ATMAIN (PSI): 50 PSI WATER TIGHT AND DRAIN TO THE. EXTERIOR OF THE BUILDING, MINIMUM REQUIRED FIXTURE PRESSURE (PSI): 40 PSI Pert DRAIN SHALL BE TYPE M COPPER. ELEVATION RISE (FT): �FT 3 PSI PVC PIPE AND FITTINGS SHALL FOR CONDENSATE DRAIN THAT METER LOSS{PSIy: 3 PSI ARE EXPOSED SHALL BE PROTECTED FROM UV DEGRADATION BACKFLOW PREVENTERLOSS (PSQ) 10 PSI PER IAPMO STANDARDS IS 8-2036, ADDITIONAL LOSSES (PSI): 0 PSI QEQUIVALENT PIPE LENGTH FROM METER TO MOST REMOTE FIXTURE (FT). 400 ET FRICTION LOSS PRESSURE AVAILABLE (PSI): 14.40 MAXIMUM ALLOWABLE FRICTION LOSS (PSU100 Fr): 3,50 WATER FLOW VELOCITY(FPS)'. 3.06 CALCULATED FRICTION HEAD LOSS (PSI1100 FT): 115 4" 5AN1TARY SEWER MINIMUM REt REQUIREDWATER PIPE SIZE (INCHES)- 1.25 T V C) MINIMUM REQUIRED' WASTE! PIPE SIZE(INCHES)* 2.5 CLEANOUT(cALCULATIONSPERTHEUPCICPc) P4TRV 4 GD WATER PIPE SIZING CHART i 4" FGO TO LANDSCAPE.... -..0 pip6 Sf7,ES CAL.CflEA7F[3 l3AS6'D ON EJpC,CPG AApEPr[91X A s€z : TYPE L COPPE t ! Cir �1ax FIXTURE Vh#T vA€ ups HN M aw ,,,,,,,, ; I NAF ;F3 e i R1 EAG %Pr1AT ��'$ E E EJSN tAiJ FL 1i6H v al �r Lia[ f 1Ys I NOF WER 3 tnA�A�sx g 3 II ,« I } i1W1G -1 I 1r2 0.545 1") 2.7 1 _...,, 9.. ..__...._ ...,,.m.. .,,,,3I ...._. 2_7,. .,, .., a 21 WG -1 3iV ,3s n 3.3 6 n 5,0 3,3 V ,, s s VTR IIG102 4 0 13 10.2 40TR 13II 3/4�i4,SuP1•irs 1.2ss t�. a.s za o I3/4TR _...... 1.1?2 1:505 279 510 46 10 12T7 .. 51 0 _ s �..... _. 2 I' : : I 2" 1.985.w.,y. ,,.. 57,9 6.0 160 65 I 412 �.. .� 5.0 119 ... € I E PLUMBING LEGEND ._.... 9YMil01. DEeCr&TM SOIL, WASTE OR SANITARY SEWER BELOW GRADE OR SLAB VENT PIPING COLD WATER PIPING NOT WATER PIPING G GAS PIPING - PRESSURE NOTED CD CONDENSATE DRAM PIPING P4TR PRESSURE AND TEMPERATURE RELIEF PIPING ---0 GCO, FCO GRADE CLEAN OUT, FLOOR CLEAN OUT —O FD FLOOR DRAIN —+— --14- POC POINT OF CONNECTION V, VR, VTR VENT, VENT RISER VENT THRU ROOF W, WD WASTE, WASTE DROP HW, H WD, HU.R NOT WATER, NOT WATER DROP, NOT WATER RISER CA CWD, CWR COLD WATER, COLD WATER DROP, COLD WATER RISER SV/V5 5ALL VALVE M VALVE BOX SAD SEE ARCHITECTURAL DRAWINGS 3/4111. 4GI11 TO S.CD SEE CIVIL DRAWINGS WH -1 ABOVE ENLARGED PLUMBING PLAN .r ........................... .�,,,,,,,,,,:::-:_„.,..,..�,...,...... ...... .,,.... ,.,,_...,,....,.,.,,,,............w,,.... PLUMBING FLOOR PLAN SCALE: 1/8'=1'-0' PIPING MATERIAL WASTE AND VENTS SHALL 5E ABS PLASTIC, PVC DWV PLASTIC OR CAST IRON. ABOVE GROUND WATER PIPING SHALL BE TYPE M HARD COPPER TU51NG. JOINTS SOLDERED WITH LEAD FREE SOLDER. CONDENSATE DRAINS AND P4T DRAINS SHALL 5E TYPE M HARD COPPER TUBING. JOINTS SHALL BE SOLDERED WITH LEAD FREE OR 50/50 SOLDER. SCHEDULE 40 PVC IS ACCEPTABLE. MINIMUM SLOPE SHALL BE 1/8" PER FOOT. 4 ................ .... .... ... .... ... ...';................................... BASELIN WATER USE REV. 08/1012011 SYMBOL MXTI ♦iE DENIM BASELINE WATER USE WASTE WATER AAS DIRECT I M. CW NW STIUi WC WATER CLOSET, FT 1 3 - 3/4 - - ��I®aa®aaaa�a� LAVATORY 11/1 IsI®Isa®aaaaaa� - 3/4 3/4 - a�lllllllsa�®Isaals�a� HOSE 5155 - lis�Il®aa®lisaalls�lsl� - 1 3/4 1 - . !a��lslsl®aaaaalsl� i��I®Illlslsl®aaals�ls� '��il®ilsl�®ilsaalllls�ls��� Imo.: Illllll�aal®a®aa�a� ��ilsls®ils��ls�ls� Is�li�lsls®Is�als�a� =aaa�a��ls e®�� WORKSHEET CWS -2) Cmpliame fons and Wor*sheets I— CA Build it Gmen 20 PERCENT R DUCTION WATER USE 20 PERCENT REDUCTION WATER USE CALCULATION TABLE NINE I I � a�aa®aaaaaa� a�ls�®aaaa�a� s�®aa®aaaa�a� a��aa®aaaaaa� a��lsa®aaaa�a� �� a�®aaalis�a� a-• ®aa®Is�aa�a� a®aa®a�alls�-� �■�aa®Is��a�a� � . .• ' �aa�ls��lis�a� s�®Isla®a�aa��■� =�aa�a��■a�a® 104 (Bwu)� 0.80 82.80 Al—bL water we NOTES FIXTURE CONNECTION SCHEDULE SYMBOL MXTI ♦iE DENIM VENT WASTE WATER AAS DIRECT I M. CW NW STIUi WC WATER CLOSET, FT 1 3 - 3/4 - - L LAVATORY 11/1 2 - 3/4 3/4 - H5 HOSE 5155 - I - - 1 3/4 1 - . FIXTURE SCHEDULE =4 GER5ER OF -21-318 ULTRA DUAL -FLUSH PRESSURE -ASSIST TOILET, 11” HIGH, ELONGATED Vol 1.1 GALLON PER FLUSH WATER CLOSET. CENTOCO 5006TSCCSS OPEN FRONT SEAT LESS COVER HANDLE SHALL 5E LOCATED ON THE SIDE OF THE WATER TANK WHICH IS FURTHEST FROM THE SIDE WALL. L -I GERBER 12-314 M" X 11" WALL MOUNTED LAVATORY WITH KOHLER I!r7M-P-CP CORALAIS CHROME PLATED LAVATORY FAUCET WITH 5 GPM INSERT OUTLET AND HIGH TEMPERATURE LIMIT. SET FAUCET AT 110 DEGREES MAX- PROVIDE WITH GRID STRAINER AND PLU1'15EREX 2002 WHITE P -TRAP AND HOT WATER SUPPLY COVER HB WOODFORD 24P-3/4 ANTI -SIPHON WALL HYDRANT WITH ROUGH CHROME FINISH WH -I RHEEM 81VP10S 10 GALLON ELECTRIC WATER HEATER, 120 VOLTS, 1000 WATTSPROVIDE THERMAL EXPANSION PROTECTION AND SEISMIC STRAPPING. i i 0 3 � l t 5m' TO METER T (E) 3" GUJ } i POC i I 1I/4u f i i I 1130' Copy w mmill 0wlq I and phn klabdar b ►eft w m " t rd is at �� ire a roeeE77� rd wm w*w rd Horn a woh Idea d lh i ar 1 rf = i�l o«�r w b ri�i wlrrn pimirWIM on a Npia$ NICH.O,ILS M E L141 -U R G ]ROSS: TO A.r d...: .,.Y ,sA;"i,.� 555 MAIN STREET, SUITE 300 CHICO, CA 95928 (530) 891-1710 (530) 891-0138 FAX Mtpc/Avwwmvdes�'>I = CONSULTANTS PREPARED BY L.G. ELLIS PLUMBING, INC. Lic. 375658 8608—B Fruitridge Rd. Sacramento, CA 95826 (916) 383-5422 This drawing is base on current U.P.C. Codes � Q "-r LICENSE STAMPS tA 7i; 1-&599 n k--- �-- ICNSF NO. 375658 �r�lP OF CAOE�;�\P PROJECT NAME Q pG�Oo pO�ED WAREHOUSE EXPAN ON FOR U N W Ec`-� WLLMu' COMP-DANY 507 BANNOCIK ST BI(GS, CALIFORNIA SHEET TITLE PLUMBING FLOOR PLAN DRAWING STATUS CD SET PERMIT SUBMITTAL REVISIONS Sym. Description By Date —A,Plcn check SD 31/21/12 /411 4 n ,x ® _ ......, ._..._, ..,,,.._„ , ._, .___ _._ .... ... k. ...,. l Drawn By EDH E _. HB �..... Checked By PERMIT #' Date Drawn 12/12/11 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C DE MPLIANCE Scale NOTED DATE BY Job No. 10-5364.20 1 SHEET No. Pill P1.01 N F1 L S M1 R 0) T 0 -ARCH111fECT,q- + ENGVFEERS 555 MAIN STREET, , SUITE 300 CHICO, CA, 95928 0) 891-1710 (530) 8011-0138 FAX httD-, //www.nr-nrdesign.cor-n Is CONSULTAN'['S ,a- Ap Bosley Electric COMPANY COMMERCIAL A114D INDUSTRIAL SERViCE AND CONTRACTING 935 Arden Way (916) 568-5180 Sncrarnenlm, CA 95815 FAX (916) 56S--5183 CA Liceri3e Na. 379245 NV License No. 0038979 I.dC,"INS.F.] STAMPS umm w * 379245 T��ZOP CA0/ C THESE PLANS HAVE BEEN PREPARED BY BOSLEY ELECTRIC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WITH SECTION 67.37.3 Or THC PROrESSIONAL ENGINEERS ACT AND ARE NOT TO BE USED FOR THE PURPOSE OF RIDDING OR INSTALLATION BY ANY OTHER CONTRACTOR. Pf-'OJECT NAME A IRROPOIDDED MAHN-FENANC'E I BUIL-DiNG FOR 'E) UIN W E M i i L L COM PAN Y 507 DANNOCK ST. BIGGS, CALIFORNIA S 1-1 E E T TITLE ELECTRICAL COVER SHEET DRQ 11VING STATUS CD SET PERMIT RESUBVITFAL Descripl-ion. F3vDa te ... .......... ....... . ..... ......... . ............ I . . ..... ..... ......... Dra wn By KAC Clt"tec'k�'d. Hy Dal.c., Di -awn 0-'-',/20/12 Sc ,-i 1 e AS NOTED Ho,dcy Job 2112-12 No. ------- - ---------------------- --------- .... .... . . . ....... FF"' N F1 L S M1 R 0) T 0 -ARCH111fECT,q- + ENGVFEERS 555 MAIN STREET, , SUITE 300 CHICO, CA, 95928 0) 891-1710 (530) 8011-0138 FAX httD-, //www.nr-nrdesign.cor-n Is CONSULTAN'['S ,a- Ap Bosley Electric COMPANY COMMERCIAL A114D INDUSTRIAL SERViCE AND CONTRACTING 935 Arden Way (916) 568-5180 Sncrarnenlm, CA 95815 FAX (916) 56S--5183 CA Liceri3e Na. 379245 NV License No. 0038979 I.dC,"INS.F.] STAMPS umm w * 379245 T��ZOP CA0/ C THESE PLANS HAVE BEEN PREPARED BY BOSLEY ELECTRIC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WITH SECTION 67.37.3 Or THC PROrESSIONAL ENGINEERS ACT AND ARE NOT TO BE USED FOR THE PURPOSE OF RIDDING OR INSTALLATION BY ANY OTHER CONTRACTOR. Pf-'OJECT NAME A IRROPOIDDED MAHN-FENANC'E I BUIL-DiNG FOR 'E) UIN W E M i i L L COM PAN Y 507 DANNOCK ST. BIGGS, CALIFORNIA S 1-1 E E T TITLE ELECTRICAL COVER SHEET DRQ 11VING STATUS CD SET PERMIT RESUBVITFAL Descripl-ion. F3vDa te ... .......... ....... . ..... ......... . ............ I . . ..... ..... ......... Dra wn By KAC Clt"tec'k�'d. Hy Dal.c., Di -awn 0-'-',/20/12 Sc ,-i 1 e AS NOTED Ho,dcy Job 2112-12 No. INDOOR 5-EGA"1TINk:i i"6.JWS'a A3..E..tJWr'0:71eG E,.'TC�G; '�r2(? iB:T kA W �4TE --,- --- ALLOWED LIGHTING POWER (Choose One Mathod) GUfiPLET@ 8LslLDtNG NtE7T-!C}t7 - CONTINUED SPACES SF'AGES BUTfSSIN(a CATEGORY WATTS PER COMPLETE-. ALLOWED (From Table 146-B) sq. ft. BLDG. AREA WATTS TOTALS AfzE:A WATTS AttF.A CRii=G{it2Y t19ETI1CfII . CgidS]i17(iNED SPACES A D AREA CATEGORY '-'WATTS PER AREA ALLUMICU (From Table 146-C) sq. ft. sq. ft. WATTS 0 4 Q 4 4 D 4 4 TOTALS AREA WATTS Total oBrxa ad watts for rXlydyiie`!WJ spaces using ,ha Ta,kxod tr9ethod I A separate se! of LiGdCfar,xs sired be tieeet out for ony IXJP&'7S7CkIM spacesJ E LttdCt3tdD#'itt;3PFEtr SPACES (Usn9 e,ther the Carrptede t3uildaig teelhod or N,a Area Category hk:fhad} A a r.: n Complete, Building and Area CafDtsixy Methods WATTS PER AREA ALLOWED j Cd'.TF..GURY (From i4t=, Tables 148-E R r) sq. It, sq. A. 'JUA73'S [ikSHBAY 1 29268 29288 fs'UPPUfiT 0.6 112 67.2 _ 4 . D _ 294QD 2:f3Si.2 713-6'AL$ AREA �--------- WATf;; 'A3LdidED Ml=T1%i}ii . UNCONDITIONED SPACES SPACES Total allowed watts for UNCOiditfTiONEDnpaces using the Tailored rvtettsod' A. aepn+-a'.a set of LTC -4C form s11rf be Idled reef for Drily idrlaxd:xt>ra{,r"--r. 5pa::.esl .ZL>etS Nerresidenti.•n rJorrriGanco rrorm CERTIFICATE OF GC)tViPL1}§EdCE (Page Z of d) LTG -1 G 1tlDL3E7Ft LBG}•}T}idG SCHEDULE and FIELD INSPECTION twiltEi3GY CHECKLIST H20JEC!- id4MF. £3A TE SLiNVVEST WAREHOUSE 3!1912012 Installation certificate, LTG -1 -INST (mxain a copy and verity form is corrp;ele and zk;ined) t"ieltik,sfx:Gt[)r li9t'77fIC3t9 Of etiCC4pfieitlC9, LTG -2-A (retaSn a copy and vsrify forma eorrptrte and rlgnad.) Field YTspxtclar ❑ A sepraratr= IJghfing Schedule NSfst Be Filled Out for Conditioned and t/ncnndltiwaed Spares Instaidett Lighting Pnasertdsied on this Jgh6ng Schedule is only far. C{it.CLtlifUtdm SPACE ® UNCL)t,tEilTStJNET3 SPACE The actual indoor lighting pnwertisftad betowdncludes elf installedpermanent and portable fdghtirag systems in accordance Y6Pfh 146(a) Ctnfylor offdcas: Up to the.first D.2.uetts petsquare toot of portable Bghflrtg shat! not be rtqulrod to he.Irrcfuded in the calculation of actual fndonrlighting pawordensffydn accordance asith the Exceptionto 146(a). ;herefore, er7trfes Dek,wfor any office include all portable fighting in excess of C1.2 setts per Square foot. Lam#ttaire e, La2y22, BaBtas#s Installed Waits H04tlINFlT7AGE NAME � ❑ tM1riSaETEIlMWED £If7..rJ OR Luminaire Description"- rcEn: (1-a., 3 tonP nvorascen£ Ironer, m c � •�. � C,:C OEFAL`,.7 ACCURG,NG E TAG E32TR, one dclTrt3hSe ha8axh)—..W--.-,.-�-- FROM NAb !4 'Jfi idore) Z .=i C 14' V',1RRP (2) F32T8 -- - 58' ❑ ® ❑ 2 i 116 ❑ _... ❑ _ C2 FLL£URI_SCENTIfiG t -!PAY 351 a ' i47 ❑ ❑' ❑ 2 42 ® ❑ C2EFLlfQi2ESCEf�+T'tf[GtiBAYO"J/EMBALLAST 359 ❑ i� , - �.j 6 ! 2.10 Cl 0 0 EJ 13 1-1 06 L ❑ K keyless 144 ❑ �) E L� 1 ! --- 1a'3 - [-1 --.. ❑ ❑� i.:t o i ❑ L.l (i f..l i ❑— E�3 ❑ © ❑ Ci ❑ PAf3E T'U'TAL 170!34 De Building total dumber" at pages! t Building total (Sum of a!1 pages) I t tinier L•,In t_TG•1C Paras 4 of 4 16964 TITLE 24 MANDATORY MEASURES E OfI mi t 1.e.: -Type u na re ( surface, pendant bndrer); lar,n an -1 ncandescenf luminaires, indicate nominal lamp wattages and damp type (f.e.: uaresceat,inpaadesceni.Hlp);Dallastt}pe(Ie.:efectronfcormagneGcJ;nurraDeroflampsandnilmberafballas`sperlvrrrnare. For dnrandesr-enf lumdnal.ms, the rurninadra ssaftag®/ls�i in celun)n C slanli De fire maximdrn retamping rated rsftaga on a permanent faufnryt fnslalled IaDai On the luminaire, NOT'1ha taattagR office damp {Du1D} used! In 2arord8nce with Seaton 130 (,t)t. "dfFai! ff ra riescrfbe on Page 2 ofNae tnsparfdon Checklist form and take appropriate action to corre�. Ver(fy D ulfdirrg plans irrracnss"ary. 7006 N[aisresi:fer,tlaE Compliance Fdms cemDer 2fa06 ❑ €i41iLtJEFV43 LIGHTING SHUT—OFF The building lighting shut—off systean consists of an automatic time switch, with a zone for each floor. O IE Fp BUILDING LIGHTING SHUT—OFT. The automatic buiEdint; shut—off system is provided with e manual GCQeSSiJ`e override Switch in sight of the lights. The area of Override isnot to exceed 5000 square feet. nt. v14E •FCCnROgJEiYGS CERTIFIEDFLUORESCM B&LASM AND LUMINAIRES CERTIFIED All cutornatic control devices specified are certified, all alternate equipment shelf be certified and installed as directed by the >~ianufat;turet. • All fluorescent fixtures subject to certification ar}d specified fcr the projects are certified. INDMDUAL ROOM/AREA CONTROLS Each room and area in this building is ecuip ed with a separate switch or occupancy sensor device for each area wltrt floor—to—ceilinc} wa;ls. iCv S.INtF4lf'iihi REDSJL180N FOf4 ENiJ7®EDVe"lf.ROOMS . All rooms and areas greater than 100 S.F. and more than .F watts per square foot of lighting Iced shall be controlled with multi—level switching for uniform reduction of lighting within the room. All rooms that are greater than 250 square feet and contain windows and skylights, that allow for the effective t<se of daylight in the area shall 50% !, of the lighting paver in each daylit area controlled by a separate :;witch; OR The effective use of daylight throughout cannot be accomplished because windowrs are continuously shaded b a building on the adjacent lot. fJiaGf"am of shading during different times of year is included on pians. CERTIFICATE OF COMPLIANCE -(Page 3 of 4) LTG -IC PltC2fECr NAME EYifiE SUMNEST WAREHOUSE 3119i2012 iNDC}f)R L3Gt#"i7B+iG SCtiEtti!%.E and FIELD BtQSPEGT}!]h} ENERGY CtiiMC6CLlST P-411 in controls fdf all spacOs: a) area cddtr0ls, bi multi•teuel controls, a) manual day6ghitny controls fc£• dayti! areas >254 112, auiamalic t7ayligh}inLa controls for dayiii auras>2,5(}0.ft2, d) shut-off cpntrots, e} tits{tl:�y tigtriing cdnttcaPs, f} tailored lighting cdnt[Ws-general lighting controlled Separetety €•nm dispiay, omamen4at and c5sptay ruse lighting and g} demand tespans'ru> au£omattc codtnat4 for eelaii stdrrisTSC,(>D(} ft2 in aCGdtdttgr0 with Section tat. MANDATORY i»BGHTitVG CONTROLS - o El FIELD INSPECTION ENERGY CHECKLIST F1ELC7 INSPECTOR typellJescnption � tVumherdfUnits Location 'rn8uiBti,ng Pass B=ail C7,4YUGN'iS£i+7SUR C s i•'i © I 4J ❑ j u — --- --------------- -------- ❑ — ------------------------ p 5PEG1N.. FEATURES INSPECTION CHECKLIST (See Pager 2 of 4 of LTG -1-C) -- The local enfotcedrer7t agency should pay spatted attention to the items specified in this checklist. 777esn dfems requdre stfitten jusG'ficatian and documentat+on, and special Verdticatfora, The Iotal enforcement agency determines the adequacy of Iles justification, and may reject a building ordesig» that othersctse compotes basad on the adequacy of the specdaf justrlcaBnri and dacunteratarian submitted, nOtt3& or 1.3tSGf'F8 2008 NonresidenHat Can,plienco Form tNlcember 2008 CERTIFICATE OF C>v1ME�LEAh1B�E (Pa2e 4 raft LTG -1C Pi30.tECT NAtdF. }LATE 5lk�r+trrST WARt}bIBE 311912b12 Conditioned and Unconditioned space Lighting must not be combined for compliance Indoor L+ghting Pdwerfor C�ad"d-Tt"d�anad Spaces _ Indoor Cigiftinq Power for Unconditioned Spaces Installed ttghiirg` Wells — tnstaltadLigMin� Watts (from Conditioned LT( -'IC Pane 2} {ft�m Unconditioned t_TC>•t4; P2ge 2)i 170&4 Lightisag Control Cttditf t.S!;ialidg Gdn(7oi Credit Conditioned Spares (from LTG-2f;)i _ Unconditioned Spaces (from LTG -2C) Adjustedidstatted Adjustedfnstattad 17064 Ligating Pon Lighting Power Complies if Installed c Afl�wed Complies if Snstri4ted < ATTdwn+d Allowed Lighting f� Allowed Lighting Prove 29355.2 (from LTG3G} (frnm t.Tt>aGi Re aired Acceptance Tanis The ormi 4c "o - 1 artg. tepranca F ma snarl be suDmiaatl to the burrrfirg YaF,T1lrrsrrat Deliv7i an eccuWncy pnrrrvtis graratrd roc a rresi;• cwzsinn--(xsf btrttdfrng err epees. All Cor,trcJ c,a+<icas.^,arvirxl the DWrasng or space sl,adl bocerfdafedas rneaBrey Nre.4ccapiaxrGa r2egadren�rtts for Code Cnm,Nlanrx. Li:sr aJf eq.,ipmer+t requiring tesHng,ar,dinrlicn*ed regu+rod:a�•rv;',utyryao dxurlsnts. Rrouy of oech,4+.�ey'#ance fomr Cfzechedslrtdf be �sern to the Field rrwpectorlarfrlA7 and sigrwhrreyen8cafaan. _ Luminaires Con LTG -24 a Controls Bax$ 5atILI J M sbr5 add x d AUtn,naftC tiayh3Q CQYBtCOtA � Q ecce m:e lqulpmetst}?squtrtngTasrttdrJ IA�acrapnan Location I I i i i i i 1 ?Doti nronresinenNat ComptianGo Fom) tkcenurer 2003 PERMIT # b 12-- BUTTE COUNTY DEVELOPMENT SEE`aVICES REVIEWED FOR CO E Ole/IPLIARICE DATE BY k i r COMPANYIV �141I FE -0 M COMMERCIAL AND INDUSTRJsL SEf2v(GE AND CONTRACTING 935 Arden Way (916) 568•-5180 Sacramento, GA 95815 FAX (976) 568-51II3 CA License No. 379245 NV License No. 0038 {-•---�«.__'"=':.';i= . .. ,.,""rte, ._._..-_._.i• . I L I , _I- I 555 MAIN STREET, SUITE 300 CHiCO, CA. 95928 530} 891-1710 X530 j 891-01,38 FAX I')ttp: //wWw.rir)-lydesigA&*4*Jhi, Bosley Electric n.com 979 COMPANY CALIFORNIA01 THESE PLANS HAVE BEEN PREPARED 8Y $OSLEY Ei.EC="RiC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WiTH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO 8E USEt} FOR 714E PURPOSE OF 9iDt9tt•}G OR INSTALLATION BY ANY OTHER CONTRACTOR. A PROPOSEDMAI, -1EINANCL BUILDING FOR INTER"110"M TITLE 24 C TAT Ski N WFS Da 507 E3ANNOCK ST. BiGGS, 01 In C PERMIT RESUBMITTALlot 51 RE1'1,:1C:IN S}?rr2. Dt'SCt'1l't,I()rl i.C.' l7 I ca 'svn By ! A G Ca.,ect,t_c:l 8y Dc,t,e D7"=iivn 1 03/20/12 5t_`a:e I AS NOTED Bosley �3clt> f� 2112--12 CERTIFICATE OF GCiEY6PirlANC (Page i of d LTG-1C sup ltrrEsT WAHEE•tot rsF � 311912012 tsaec! AdcYas9 �ln,n zMW auk"cfA ntscs I9 3 iblcodr�ed FkrcY Area General Ed%rmat3on 9uif7a,g Type: ortrcs� ® Nhrt;,v r -J HiptFRL•e Resldcrrt7a7 � Hote��ir ate,(woGtaoon: W-60 Reaeai�ue Yvt:Oc �y} ConrAlloneASnnex ��� tAcona�+.n«1 Sr.amv S_'Muts P."..ue ofCarxfnsctlon: l_,I Nrtm'Canttnrtiun D AM— ,i ❑ Aker,feon, atn*,coo Cu na�'a.^.ca. ❑ 0-1p r.A P flC AAFA CATEC,OraY 7All.ORED COETE 91,0.W Documentation Author's i7ectaratiast Statement n1 certify that this Certificate of Cofap#iance dos:u,n 'sstati0n Is accurate and complete. Nass: KIMBERLY CARBINE r cxm+atty: BUSLEY ELECTRIC COMPANY Dox: 3119=12Add,-ess: 9o,5 ARDEtd WAY . FAaf ----------- CftviSante2av SACRAMENTO, CALIFORNIA, M15Principle Lighting Designees Declaration statement [j f em d7tigibie uasdea' DisfstOn 3 a' the California Business and Professions Code to accept responsibility for the iigtat'mg design. Dv This Certificate of Compliance identifies the fighting features and performance specftScatians require:! for compliance with Tdie 24, pages 1 and 6 of the Catitontia Code o< ReguEaiiPns. [j Tete design feattt£es represented on this Certificate of Compliance amconsistent with the i,sf[xmation ptrntded to document"',1hls desfgtt cxs the other apiNicabie camptiance forms, w[xicstr[tets, catcutatidns, pl:m and sperif£catidns subdsiited t,a the enforceRtettt agency tier approval with this building permit application. _ erar,e- JUNK BUSLEY 7S�gn3Wre: r..ompaarry: BOSLEY ELECTRIC CUMCOMPANYftsone:------------------- 996.5CyF'�-.51E7 Address: 935 ARDEtd WAY �b ticarts"a 378245 LStyiState0p 5SACRAMENTO,SACRAMENTO, CALIFORNIA, 95£395 npta: 311012012Lighting Mandatory Measures MeasuresH8rate , tacai'aa ori bti;cFmg plans of tr9an7atory Nwasarex Nate glocF � LIGHTING COMPLIANCE FORh95 8 WORKSHEETS (Check (Check Box ifworksheet is Included) Forr detailed drasfnrchnns or; the use of this and all Energy EffiCier,cy Sfardards compliance forms, please cafe: to file Non ffiarauaf published by the Catifomia Energy Commission. v SCI LTG -1-C, Pages 1 through A , CenifaCau: of Comgliancr+. At Pages reryuired on plans for all Submittals, ❑ LTG- 2-C Lighting Controls Credit wnmsheet i LTG -3-G Indoor Lighting FvwerAtiow'ance- © LTC. -4-C, Pages 9 through4 Tailored hefhod Worksheet. -------------- -------------- ❑ t.TUS-C !Lida Va[',age Track Lighttnc VJO,ksheet 2076 flmmsido Q$ Conp[ance farm tbc_dit INDOOR 5-EGA"1TINk:i i"6.JWS'a A3..E..tJWr'0:71eG E,.'TC�G; '�r2(? iB:T kA W �4TE --,- --- ALLOWED LIGHTING POWER (Choose One Mathod) GUfiPLET@ 8LslLDtNG NtE7T-!C}t7 - CONTINUED SPACES SF'AGES BUTfSSIN(a CATEGORY WATTS PER COMPLETE-. ALLOWED (From Table 146-B) sq. ft. BLDG. AREA WATTS TOTALS AfzE:A WATTS AttF.A CRii=G{it2Y t19ETI1CfII . CgidS]i17(iNED SPACES A D AREA CATEGORY '-'WATTS PER AREA ALLUMICU (From Table 146-C) sq. ft. sq. ft. WATTS 0 4 Q 4 4 D 4 4 TOTALS AREA WATTS Total oBrxa ad watts for rXlydyiie`!WJ spaces using ,ha Ta,kxod tr9ethod I A separate se! of LiGdCfar,xs sired be tieeet out for ony IXJP&'7S7CkIM spacesJ E LttdCt3tdD#'itt;3PFEtr SPACES (Usn9 e,ther the Carrptede t3uildaig teelhod or N,a Area Category hk:fhad} A a r.: n Complete, Building and Area CafDtsixy Methods WATTS PER AREA ALLOWED j Cd'.TF..GURY (From i4t=, Tables 148-E R r) sq. It, sq. A. 'JUA73'S [ikSHBAY 1 29268 29288 fs'UPPUfiT 0.6 112 67.2 _ 4 . D _ 294QD 2:f3Si.2 713-6'AL$ AREA �--------- WATf;; 'A3LdidED Ml=T1%i}ii . UNCONDITIONED SPACES SPACES Total allowed watts for UNCOiditfTiONEDnpaces using the Tailored rvtettsod' A. aepn+-a'.a set of LTC -4C form s11rf be Idled reef for Drily idrlaxd:xt>ra{,r"--r. 5pa::.esl .ZL>etS Nerresidenti.•n rJorrriGanco rrorm CERTIFICATE OF GC)tViPL1}§EdCE (Page Z of d) LTG -1 G 1tlDL3E7Ft LBG}•}T}idG SCHEDULE and FIELD INSPECTION twiltEi3GY CHECKLIST H20JEC!- id4MF. £3A TE SLiNVVEST WAREHOUSE 3!1912012 Installation certificate, LTG -1 -INST (mxain a copy and verity form is corrp;ele and zk;ined) t"ieltik,sfx:Gt[)r li9t'77fIC3t9 Of etiCC4pfieitlC9, LTG -2-A (retaSn a copy and vsrify forma eorrptrte and rlgnad.) Field YTspxtclar ❑ A sepraratr= IJghfing Schedule NSfst Be Filled Out for Conditioned and t/ncnndltiwaed Spares Instaidett Lighting Pnasertdsied on this Jgh6ng Schedule is only far. C{it.CLtlifUtdm SPACE ® UNCL)t,tEilTStJNET3 SPACE The actual indoor lighting pnwertisftad betowdncludes elf installedpermanent and portable fdghtirag systems in accordance Y6Pfh 146(a) Ctnfylor offdcas: Up to the.first D.2.uetts petsquare toot of portable Bghflrtg shat! not be rtqulrod to he.Irrcfuded in the calculation of actual fndonrlighting pawordensffydn accordance asith the Exceptionto 146(a). ;herefore, er7trfes Dek,wfor any office include all portable fighting in excess of C1.2 setts per Square foot. Lam#ttaire e, La2y22, BaBtas#s Installed Waits H04tlINFlT7AGE NAME � ❑ tM1riSaETEIlMWED £If7..rJ OR Luminaire Description"- rcEn: (1-a., 3 tonP nvorascen£ Ironer, m c � •�. � C,:C OEFAL`,.7 ACCURG,NG E TAG E32TR, one dclTrt3hSe ha8axh)—..W--.-,.-�-- FROM NAb !4 'Jfi idore) Z .=i C 14' V',1RRP (2) F32T8 -- - 58' ❑ ® ❑ 2 i 116 ❑ _... ❑ _ C2 FLL£URI_SCENTIfiG t -!PAY 351 a ' i47 ❑ ❑' ❑ 2 42 ® ❑ C2EFLlfQi2ESCEf�+T'tf[GtiBAYO"J/EMBALLAST 359 ❑ i� , - �.j 6 ! 2.10 Cl 0 0 EJ 13 1-1 06 L ❑ K keyless 144 ❑ �) E L� 1 ! --- 1a'3 - [-1 --.. ❑ ❑� i.:t o i ❑ L.l (i f..l i ❑— E�3 ❑ © ❑ Ci ❑ PAf3E T'U'TAL 170!34 De Building total dumber" at pages! t Building total (Sum of a!1 pages) I t tinier L•,In t_TG•1C Paras 4 of 4 16964 TITLE 24 MANDATORY MEASURES E OfI mi t 1.e.: -Type u na re ( surface, pendant bndrer); lar,n an -1 ncandescenf luminaires, indicate nominal lamp wattages and damp type (f.e.: uaresceat,inpaadesceni.Hlp);Dallastt}pe(Ie.:efectronfcormagneGcJ;nurraDeroflampsandnilmberafballas`sperlvrrrnare. For dnrandesr-enf lumdnal.ms, the rurninadra ssaftag®/ls�i in celun)n C slanli De fire maximdrn retamping rated rsftaga on a permanent faufnryt fnslalled IaDai On the luminaire, NOT'1ha taattagR office damp {Du1D} used! In 2arord8nce with Seaton 130 (,t)t. "dfFai! ff ra riescrfbe on Page 2 ofNae tnsparfdon Checklist form and take appropriate action to corre�. Ver(fy D ulfdirrg plans irrracnss"ary. 7006 N[aisresi:fer,tlaE Compliance Fdms cemDer 2fa06 ❑ €i41iLtJEFV43 LIGHTING SHUT—OFF The building lighting shut—off systean consists of an automatic time switch, with a zone for each floor. O IE Fp BUILDING LIGHTING SHUT—OFT. The automatic buiEdint; shut—off system is provided with e manual GCQeSSiJ`e override Switch in sight of the lights. The area of Override isnot to exceed 5000 square feet. nt. v14E •FCCnROgJEiYGS CERTIFIEDFLUORESCM B&LASM AND LUMINAIRES CERTIFIED All cutornatic control devices specified are certified, all alternate equipment shelf be certified and installed as directed by the >~ianufat;turet. • All fluorescent fixtures subject to certification ar}d specified fcr the projects are certified. INDMDUAL ROOM/AREA CONTROLS Each room and area in this building is ecuip ed with a separate switch or occupancy sensor device for each area wltrt floor—to—ceilinc} wa;ls. iCv S.INtF4lf'iihi REDSJL180N FOf4 ENiJ7®EDVe"lf.ROOMS . All rooms and areas greater than 100 S.F. and more than .F watts per square foot of lighting Iced shall be controlled with multi—level switching for uniform reduction of lighting within the room. All rooms that are greater than 250 square feet and contain windows and skylights, that allow for the effective t<se of daylight in the area shall 50% !, of the lighting paver in each daylit area controlled by a separate :;witch; OR The effective use of daylight throughout cannot be accomplished because windowrs are continuously shaded b a building on the adjacent lot. fJiaGf"am of shading during different times of year is included on pians. CERTIFICATE OF COMPLIANCE -(Page 3 of 4) LTG -IC PltC2fECr NAME EYifiE SUMNEST WAREHOUSE 3119i2012 iNDC}f)R L3Gt#"i7B+iG SCtiEtti!%.E and FIELD BtQSPEGT}!]h} ENERGY CtiiMC6CLlST P-411 in controls fdf all spacOs: a) area cddtr0ls, bi multi•teuel controls, a) manual day6ghitny controls fc£• dayti! areas >254 112, auiamalic t7ayligh}inLa controls for dayiii auras>2,5(}0.ft2, d) shut-off cpntrots, e} tits{tl:�y tigtriing cdnttcaPs, f} tailored lighting cdnt[Ws-general lighting controlled Separetety €•nm dispiay, omamen4at and c5sptay ruse lighting and g} demand tespans'ru> au£omattc codtnat4 for eelaii stdrrisTSC,(>D(} ft2 in aCGdtdttgr0 with Section tat. MANDATORY i»BGHTitVG CONTROLS - o El FIELD INSPECTION ENERGY CHECKLIST F1ELC7 INSPECTOR typellJescnption � tVumherdfUnits Location 'rn8uiBti,ng Pass B=ail C7,4YUGN'iS£i+7SUR C s i•'i © I 4J ❑ j u — --- --------------- -------- ❑ — ------------------------ p 5PEG1N.. FEATURES INSPECTION CHECKLIST (See Pager 2 of 4 of LTG -1-C) -- The local enfotcedrer7t agency should pay spatted attention to the items specified in this checklist. 777esn dfems requdre stfitten jusG'ficatian and documentat+on, and special Verdticatfora, The Iotal enforcement agency determines the adequacy of Iles justification, and may reject a building ordesig» that othersctse compotes basad on the adequacy of the specdaf justrlcaBnri and dacunteratarian submitted, nOtt3& or 1.3tSGf'F8 2008 NonresidenHat Can,plienco Form tNlcember 2008 CERTIFICATE OF C>v1ME�LEAh1B�E (Pa2e 4 raft LTG -1C Pi30.tECT NAtdF. }LATE 5lk�r+trrST WARt}bIBE 311912b12 Conditioned and Unconditioned space Lighting must not be combined for compliance Indoor L+ghting Pdwerfor C�ad"d-Tt"d�anad Spaces _ Indoor Cigiftinq Power for Unconditioned Spaces Installed ttghiirg` Wells — tnstaltadLigMin� Watts (from Conditioned LT( -'IC Pane 2} {ft�m Unconditioned t_TC>•t4; P2ge 2)i 170&4 Lightisag Control Cttditf t.S!;ialidg Gdn(7oi Credit Conditioned Spares (from LTG-2f;)i _ Unconditioned Spaces (from LTG -2C) Adjustedidstatted Adjustedfnstattad 17064 Ligating Pon Lighting Power Complies if Installed c Afl�wed Complies if Snstri4ted < ATTdwn+d Allowed Lighting f� Allowed Lighting Prove 29355.2 (from LTG3G} (frnm t.Tt>aGi Re aired Acceptance Tanis The ormi 4c "o - 1 artg. tepranca F ma snarl be suDmiaatl to the burrrfirg YaF,T1lrrsrrat Deliv7i an eccuWncy pnrrrvtis graratrd roc a rresi;• cwzsinn--(xsf btrttdfrng err epees. All Cor,trcJ c,a+<icas.^,arvirxl the DWrasng or space sl,adl bocerfdafedas rneaBrey Nre.4ccapiaxrGa r2egadren�rtts for Code Cnm,Nlanrx. Li:sr aJf eq.,ipmer+t requiring tesHng,ar,dinrlicn*ed regu+rod:a�•rv;',utyryao dxurlsnts. Rrouy of oech,4+.�ey'#ance fomr Cfzechedslrtdf be �sern to the Field rrwpectorlarfrlA7 and sigrwhrreyen8cafaan. _ Luminaires Con LTG -24 a Controls Bax$ 5atILI J M sbr5 add x d AUtn,naftC tiayh3Q CQYBtCOtA � Q ecce m:e lqulpmetst}?squtrtngTasrttdrJ IA�acrapnan Location I I i i i i i 1 ?Doti nronresinenNat ComptianGo Fom) tkcenurer 2003 PERMIT # b 12-- BUTTE COUNTY DEVELOPMENT SEE`aVICES REVIEWED FOR CO E Ole/IPLIARICE DATE BY k i r COMPANYIV �141I FE -0 M COMMERCIAL AND INDUSTRJsL SEf2v(GE AND CONTRACTING 935 Arden Way (916) 568•-5180 Sacramento, GA 95815 FAX (976) 568-51II3 CA License No. 379245 NV License No. 0038 {-•---�«.__'"=':.';i= . .. ,.,""rte, ._._..-_._.i• . I L I , _I- I 555 MAIN STREET, SUITE 300 CHiCO, CA. 95928 530} 891-1710 X530 j 891-01,38 FAX I')ttp: //wWw.rir)-lydesigA&*4*Jhi, Bosley Electric n.com 979 COMPANY CALIFORNIA01 THESE PLANS HAVE BEEN PREPARED 8Y $OSLEY Ei.EC="RiC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WiTH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO 8E USEt} FOR 714E PURPOSE OF 9iDt9tt•}G OR INSTALLATION BY ANY OTHER CONTRACTOR. A PROPOSEDMAI, -1EINANCL BUILDING FOR INTER"110"M TITLE 24 C TAT Ski N WFS Da 507 E3ANNOCK ST. BiGGS, 01 In C PERMIT RESUBMITTALlot 51 RE1'1,:1C:IN S}?rr2. Dt'SCt'1l't,I()rl i.C.' l7 I ca 'svn By ! A G Ca.,ect,t_c:l 8y Dc,t,e D7"=iivn 1 03/20/12 5t_`a:e I AS NOTED Bosley �3clt> f� 2112--12 AttF.A CRii=G{it2Y t19ETI1CfII . CgidS]i17(iNED SPACES A D AREA CATEGORY '-'WATTS PER AREA ALLUMICU (From Table 146-C) sq. ft. sq. ft. WATTS 0 4 Q 4 4 D 4 4 TOTALS AREA WATTS Total oBrxa ad watts for rXlydyiie`!WJ spaces using ,ha Ta,kxod tr9ethod I A separate se! of LiGdCfar,xs sired be tieeet out for ony IXJP&'7S7CkIM spacesJ E LttdCt3tdD#'itt;3PFEtr SPACES (Usn9 e,ther the Carrptede t3uildaig teelhod or N,a Area Category hk:fhad} A a r.: n Complete, Building and Area CafDtsixy Methods WATTS PER AREA ALLOWED j Cd'.TF..GURY (From i4t=, Tables 148-E R r) sq. It, sq. A. 'JUA73'S [ikSHBAY 1 29268 29288 fs'UPPUfiT 0.6 112 67.2 _ 4 . D _ 294QD 2:f3Si.2 713-6'AL$ AREA �--------- WATf;; 'A3LdidED Ml=T1%i}ii . UNCONDITIONED SPACES SPACES Total allowed watts for UNCOiditfTiONEDnpaces using the Tailored rvtettsod' A. aepn+-a'.a set of LTC -4C form s11rf be Idled reef for Drily idrlaxd:xt>ra{,r"--r. 5pa::.esl .ZL>etS Nerresidenti.•n rJorrriGanco rrorm CERTIFICATE OF GC)tViPL1}§EdCE (Page Z of d) LTG -1 G 1tlDL3E7Ft LBG}•}T}idG SCHEDULE and FIELD INSPECTION twiltEi3GY CHECKLIST H20JEC!- id4MF. £3A TE SLiNVVEST WAREHOUSE 3!1912012 Installation certificate, LTG -1 -INST (mxain a copy and verity form is corrp;ele and zk;ined) t"ieltik,sfx:Gt[)r li9t'77fIC3t9 Of etiCC4pfieitlC9, LTG -2-A (retaSn a copy and vsrify forma eorrptrte and rlgnad.) Field YTspxtclar ❑ A sepraratr= IJghfing Schedule NSfst Be Filled Out for Conditioned and t/ncnndltiwaed Spares Instaidett Lighting Pnasertdsied on this Jgh6ng Schedule is only far. C{it.CLtlifUtdm SPACE ® UNCL)t,tEilTStJNET3 SPACE The actual indoor lighting pnwertisftad betowdncludes elf installedpermanent and portable fdghtirag systems in accordance Y6Pfh 146(a) Ctnfylor offdcas: Up to the.first D.2.uetts petsquare toot of portable Bghflrtg shat! not be rtqulrod to he.Irrcfuded in the calculation of actual fndonrlighting pawordensffydn accordance asith the Exceptionto 146(a). ;herefore, er7trfes Dek,wfor any office include all portable fighting in excess of C1.2 setts per Square foot. Lam#ttaire e, La2y22, BaBtas#s Installed Waits H04tlINFlT7AGE NAME � ❑ tM1riSaETEIlMWED £If7..rJ OR Luminaire Description"- rcEn: (1-a., 3 tonP nvorascen£ Ironer, m c � •�. � C,:C OEFAL`,.7 ACCURG,NG E TAG E32TR, one dclTrt3hSe ha8axh)—..W--.-,.-�-- FROM NAb !4 'Jfi idore) Z .=i C 14' V',1RRP (2) F32T8 -- - 58' ❑ ® ❑ 2 i 116 ❑ _... ❑ _ C2 FLL£URI_SCENTIfiG t -!PAY 351 a ' i47 ❑ ❑' ❑ 2 42 ® ❑ C2EFLlfQi2ESCEf�+T'tf[GtiBAYO"J/EMBALLAST 359 ❑ i� , - �.j 6 ! 2.10 Cl 0 0 EJ 13 1-1 06 L ❑ K keyless 144 ❑ �) E L� 1 ! --- 1a'3 - [-1 --.. ❑ ❑� i.:t o i ❑ L.l (i f..l i ❑— E�3 ❑ © ❑ Ci ❑ PAf3E T'U'TAL 170!34 De Building total dumber" at pages! t Building total (Sum of a!1 pages) I t tinier L•,In t_TG•1C Paras 4 of 4 16964 TITLE 24 MANDATORY MEASURES E OfI mi t 1.e.: -Type u na re ( surface, pendant bndrer); lar,n an -1 ncandescenf luminaires, indicate nominal lamp wattages and damp type (f.e.: uaresceat,inpaadesceni.Hlp);Dallastt}pe(Ie.:efectronfcormagneGcJ;nurraDeroflampsandnilmberafballas`sperlvrrrnare. For dnrandesr-enf lumdnal.ms, the rurninadra ssaftag®/ls�i in celun)n C slanli De fire maximdrn retamping rated rsftaga on a permanent faufnryt fnslalled IaDai On the luminaire, NOT'1ha taattagR office damp {Du1D} used! In 2arord8nce with Seaton 130 (,t)t. "dfFai! ff ra riescrfbe on Page 2 ofNae tnsparfdon Checklist form and take appropriate action to corre�. Ver(fy D ulfdirrg plans irrracnss"ary. 7006 N[aisresi:fer,tlaE Compliance Fdms cemDer 2fa06 ❑ €i41iLtJEFV43 LIGHTING SHUT—OFF The building lighting shut—off systean consists of an automatic time switch, with a zone for each floor. O IE Fp BUILDING LIGHTING SHUT—OFT. The automatic buiEdint; shut—off system is provided with e manual GCQeSSiJ`e override Switch in sight of the lights. The area of Override isnot to exceed 5000 square feet. nt. v14E •FCCnROgJEiYGS CERTIFIEDFLUORESCM B&LASM AND LUMINAIRES CERTIFIED All cutornatic control devices specified are certified, all alternate equipment shelf be certified and installed as directed by the >~ianufat;turet. • All fluorescent fixtures subject to certification ar}d specified fcr the projects are certified. INDMDUAL ROOM/AREA CONTROLS Each room and area in this building is ecuip ed with a separate switch or occupancy sensor device for each area wltrt floor—to—ceilinc} wa;ls. iCv S.INtF4lf'iihi REDSJL180N FOf4 ENiJ7®EDVe"lf.ROOMS . All rooms and areas greater than 100 S.F. and more than .F watts per square foot of lighting Iced shall be controlled with multi—level switching for uniform reduction of lighting within the room. All rooms that are greater than 250 square feet and contain windows and skylights, that allow for the effective t<se of daylight in the area shall 50% !, of the lighting paver in each daylit area controlled by a separate :;witch; OR The effective use of daylight throughout cannot be accomplished because windowrs are continuously shaded b a building on the adjacent lot. fJiaGf"am of shading during different times of year is included on pians. CERTIFICATE OF COMPLIANCE -(Page 3 of 4) LTG -IC PltC2fECr NAME EYifiE SUMNEST WAREHOUSE 3119i2012 iNDC}f)R L3Gt#"i7B+iG SCtiEtti!%.E and FIELD BtQSPEGT}!]h} ENERGY CtiiMC6CLlST P-411 in controls fdf all spacOs: a) area cddtr0ls, bi multi•teuel controls, a) manual day6ghitny controls fc£• dayti! areas >254 112, auiamalic t7ayligh}inLa controls for dayiii auras>2,5(}0.ft2, d) shut-off cpntrots, e} tits{tl:�y tigtriing cdnttcaPs, f} tailored lighting cdnt[Ws-general lighting controlled Separetety €•nm dispiay, omamen4at and c5sptay ruse lighting and g} demand tespans'ru> au£omattc codtnat4 for eelaii stdrrisTSC,(>D(} ft2 in aCGdtdttgr0 with Section tat. MANDATORY i»BGHTitVG CONTROLS - o El FIELD INSPECTION ENERGY CHECKLIST F1ELC7 INSPECTOR typellJescnption � tVumherdfUnits Location 'rn8uiBti,ng Pass B=ail C7,4YUGN'iS£i+7SUR C s i•'i © I 4J ❑ j u — --- --------------- -------- ❑ — ------------------------ p 5PEG1N.. FEATURES INSPECTION CHECKLIST (See Pager 2 of 4 of LTG -1-C) -- The local enfotcedrer7t agency should pay spatted attention to the items specified in this checklist. 777esn dfems requdre stfitten jusG'ficatian and documentat+on, and special Verdticatfora, The Iotal enforcement agency determines the adequacy of Iles justification, and may reject a building ordesig» that othersctse compotes basad on the adequacy of the specdaf justrlcaBnri and dacunteratarian submitted, nOtt3& or 1.3tSGf'F8 2008 NonresidenHat Can,plienco Form tNlcember 2008 CERTIFICATE OF C>v1ME�LEAh1B�E (Pa2e 4 raft LTG -1C Pi30.tECT NAtdF. }LATE 5lk�r+trrST WARt}bIBE 311912b12 Conditioned and Unconditioned space Lighting must not be combined for compliance Indoor L+ghting Pdwerfor C�ad"d-Tt"d�anad Spaces _ Indoor Cigiftinq Power for Unconditioned Spaces Installed ttghiirg` Wells — tnstaltadLigMin� Watts (from Conditioned LT( -'IC Pane 2} {ft�m Unconditioned t_TC>•t4; P2ge 2)i 170&4 Lightisag Control Cttditf t.S!;ialidg Gdn(7oi Credit Conditioned Spares (from LTG-2f;)i _ Unconditioned Spaces (from LTG -2C) Adjustedidstatted Adjustedfnstattad 17064 Ligating Pon Lighting Power Complies if Installed c Afl�wed Complies if Snstri4ted < ATTdwn+d Allowed Lighting f� Allowed Lighting Prove 29355.2 (from LTG3G} (frnm t.Tt>aGi Re aired Acceptance Tanis The ormi 4c "o - 1 artg. tepranca F ma snarl be suDmiaatl to the burrrfirg YaF,T1lrrsrrat Deliv7i an eccuWncy pnrrrvtis graratrd roc a rresi;• cwzsinn--(xsf btrttdfrng err epees. All Cor,trcJ c,a+<icas.^,arvirxl the DWrasng or space sl,adl bocerfdafedas rneaBrey Nre.4ccapiaxrGa r2egadren�rtts for Code Cnm,Nlanrx. Li:sr aJf eq.,ipmer+t requiring tesHng,ar,dinrlicn*ed regu+rod:a�•rv;',utyryao dxurlsnts. Rrouy of oech,4+.�ey'#ance fomr Cfzechedslrtdf be �sern to the Field rrwpectorlarfrlA7 and sigrwhrreyen8cafaan. _ Luminaires Con LTG -24 a Controls Bax$ 5atILI J M sbr5 add x d AUtn,naftC tiayh3Q CQYBtCOtA � Q ecce m:e lqulpmetst}?squtrtngTasrttdrJ IA�acrapnan Location I I i i i i i 1 ?Doti nronresinenNat ComptianGo Fom) tkcenurer 2003 PERMIT # b 12-- BUTTE COUNTY DEVELOPMENT SEE`aVICES REVIEWED FOR CO E Ole/IPLIARICE DATE BY k i r COMPANYIV �141I FE -0 M COMMERCIAL AND INDUSTRJsL SEf2v(GE AND CONTRACTING 935 Arden Way (916) 568•-5180 Sacramento, GA 95815 FAX (976) 568-51II3 CA License No. 379245 NV License No. 0038 {-•---�«.__'"=':.';i= . .. ,.,""rte, ._._..-_._.i• . I L I , _I- I 555 MAIN STREET, SUITE 300 CHiCO, CA. 95928 530} 891-1710 X530 j 891-01,38 FAX I')ttp: //wWw.rir)-lydesigA&*4*Jhi, Bosley Electric n.com 979 COMPANY CALIFORNIA01 THESE PLANS HAVE BEEN PREPARED 8Y $OSLEY Ei.EC="RiC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WiTH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO 8E USEt} FOR 714E PURPOSE OF 9iDt9tt•}G OR INSTALLATION BY ANY OTHER CONTRACTOR. A PROPOSEDMAI, -1EINANCL BUILDING FOR INTER"110"M TITLE 24 C TAT Ski N WFS Da 507 E3ANNOCK ST. BiGGS, 01 In C PERMIT RESUBMITTALlot 51 RE1'1,:1C:IN S}?rr2. Dt'SCt'1l't,I()rl i.C.' l7 I ca 'svn By ! A G Ca.,ect,t_c:l 8y Dc,t,e D7"=iivn 1 03/20/12 5t_`a:e I AS NOTED Bosley �3clt> f� 2112--12 AttF.A CRii=G{it2Y t19ETI1CfII . CgidS]i17(iNED SPACES A D AREA CATEGORY '-'WATTS PER AREA ALLUMICU (From Table 146-C) sq. ft. sq. ft. WATTS 0 4 Q 4 4 D 4 4 TOTALS AREA WATTS Total oBrxa ad watts for rXlydyiie`!WJ spaces using ,ha Ta,kxod tr9ethod I A separate se! of LiGdCfar,xs sired be tieeet out for ony IXJP&'7S7CkIM spacesJ E LttdCt3tdD#'itt;3PFEtr SPACES (Usn9 e,ther the Carrptede t3uildaig teelhod or N,a Area Category hk:fhad} A a r.: n Complete, Building and Area CafDtsixy Methods WATTS PER AREA ALLOWED j Cd'.TF..GURY (From i4t=, Tables 148-E R r) sq. It, sq. A. 'JUA73'S [ikSHBAY 1 29268 29288 fs'UPPUfiT 0.6 112 67.2 _ 4 . D _ 294QD 2:f3Si.2 713-6'AL$ AREA �--------- WATf;; 'A3LdidED Ml=T1%i}ii . UNCONDITIONED SPACES SPACES Total allowed watts for UNCOiditfTiONEDnpaces using the Tailored rvtettsod' A. aepn+-a'.a set of LTC -4C form s11rf be Idled reef for Drily idrlaxd:xt>ra{,r"--r. 5pa::.esl .ZL>etS Nerresidenti.•n rJorrriGanco rrorm CERTIFICATE OF GC)tViPL1}§EdCE (Page Z of d) LTG -1 G 1tlDL3E7Ft LBG}•}T}idG SCHEDULE and FIELD INSPECTION twiltEi3GY CHECKLIST H20JEC!- id4MF. £3A TE SLiNVVEST WAREHOUSE 3!1912012 Installation certificate, LTG -1 -INST (mxain a copy and verity form is corrp;ele and zk;ined) t"ieltik,sfx:Gt[)r li9t'77fIC3t9 Of etiCC4pfieitlC9, LTG -2-A (retaSn a copy and vsrify forma eorrptrte and rlgnad.) Field YTspxtclar ❑ A sepraratr= IJghfing Schedule NSfst Be Filled Out for Conditioned and t/ncnndltiwaed Spares Instaidett Lighting Pnasertdsied on this Jgh6ng Schedule is only far. C{it.CLtlifUtdm SPACE ® UNCL)t,tEilTStJNET3 SPACE The actual indoor lighting pnwertisftad betowdncludes elf installedpermanent and portable fdghtirag systems in accordance Y6Pfh 146(a) Ctnfylor offdcas: Up to the.first D.2.uetts petsquare toot of portable Bghflrtg shat! not be rtqulrod to he.Irrcfuded in the calculation of actual fndonrlighting pawordensffydn accordance asith the Exceptionto 146(a). ;herefore, er7trfes Dek,wfor any office include all portable fighting in excess of C1.2 setts per Square foot. Lam#ttaire e, La2y22, BaBtas#s Installed Waits H04tlINFlT7AGE NAME � ❑ tM1riSaETEIlMWED £If7..rJ OR Luminaire Description"- rcEn: (1-a., 3 tonP nvorascen£ Ironer, m c � •�. � C,:C OEFAL`,.7 ACCURG,NG E TAG E32TR, one dclTrt3hSe ha8axh)—..W--.-,.-�-- FROM NAb !4 'Jfi idore) Z .=i C 14' V',1RRP (2) F32T8 -- - 58' ❑ ® ❑ 2 i 116 ❑ _... ❑ _ C2 FLL£URI_SCENTIfiG t -!PAY 351 a ' i47 ❑ ❑' ❑ 2 42 ® ❑ C2EFLlfQi2ESCEf�+T'tf[GtiBAYO"J/EMBALLAST 359 ❑ i� , - �.j 6 ! 2.10 Cl 0 0 EJ 13 1-1 06 L ❑ K keyless 144 ❑ �) E L� 1 ! --- 1a'3 - [-1 --.. ❑ ❑� i.:t o i ❑ L.l (i f..l i ❑— E�3 ❑ © ❑ Ci ❑ PAf3E T'U'TAL 170!34 De Building total dumber" at pages! t Building total (Sum of a!1 pages) I t tinier L•,In t_TG•1C Paras 4 of 4 16964 TITLE 24 MANDATORY MEASURES E OfI mi t 1.e.: -Type u na re ( surface, pendant bndrer); lar,n an -1 ncandescenf luminaires, indicate nominal lamp wattages and damp type (f.e.: uaresceat,inpaadesceni.Hlp);Dallastt}pe(Ie.:efectronfcormagneGcJ;nurraDeroflampsandnilmberafballas`sperlvrrrnare. For dnrandesr-enf lumdnal.ms, the rurninadra ssaftag®/ls�i in celun)n C slanli De fire maximdrn retamping rated rsftaga on a permanent faufnryt fnslalled IaDai On the luminaire, NOT'1ha taattagR office damp {Du1D} used! In 2arord8nce with Seaton 130 (,t)t. "dfFai! ff ra riescrfbe on Page 2 ofNae tnsparfdon Checklist form and take appropriate action to corre�. Ver(fy D ulfdirrg plans irrracnss"ary. 7006 N[aisresi:fer,tlaE Compliance Fdms cemDer 2fa06 ❑ €i41iLtJEFV43 LIGHTING SHUT—OFF The building lighting shut—off systean consists of an automatic time switch, with a zone for each floor. O IE Fp BUILDING LIGHTING SHUT—OFT. The automatic buiEdint; shut—off system is provided with e manual GCQeSSiJ`e override Switch in sight of the lights. The area of Override isnot to exceed 5000 square feet. nt. v14E •FCCnROgJEiYGS CERTIFIEDFLUORESCM B&LASM AND LUMINAIRES CERTIFIED All cutornatic control devices specified are certified, all alternate equipment shelf be certified and installed as directed by the >~ianufat;turet. • All fluorescent fixtures subject to certification ar}d specified fcr the projects are certified. INDMDUAL ROOM/AREA CONTROLS Each room and area in this building is ecuip ed with a separate switch or occupancy sensor device for each area wltrt floor—to—ceilinc} wa;ls. iCv S.INtF4lf'iihi REDSJL180N FOf4 ENiJ7®EDVe"lf.ROOMS . All rooms and areas greater than 100 S.F. and more than .F watts per square foot of lighting Iced shall be controlled with multi—level switching for uniform reduction of lighting within the room. All rooms that are greater than 250 square feet and contain windows and skylights, that allow for the effective t<se of daylight in the area shall 50% !, of the lighting paver in each daylit area controlled by a separate :;witch; OR The effective use of daylight throughout cannot be accomplished because windowrs are continuously shaded b a building on the adjacent lot. fJiaGf"am of shading during different times of year is included on pians. CERTIFICATE OF COMPLIANCE -(Page 3 of 4) LTG -IC PltC2fECr NAME EYifiE SUMNEST WAREHOUSE 3119i2012 iNDC}f)R L3Gt#"i7B+iG SCtiEtti!%.E and FIELD BtQSPEGT}!]h} ENERGY CtiiMC6CLlST P-411 in controls fdf all spacOs: a) area cddtr0ls, bi multi•teuel controls, a) manual day6ghitny controls fc£• dayti! areas >254 112, auiamalic t7ayligh}inLa controls for dayiii auras>2,5(}0.ft2, d) shut-off cpntrots, e} tits{tl:�y tigtriing cdnttcaPs, f} tailored lighting cdnt[Ws-general lighting controlled Separetety €•nm dispiay, omamen4at and c5sptay ruse lighting and g} demand tespans'ru> au£omattc codtnat4 for eelaii stdrrisTSC,(>D(} ft2 in aCGdtdttgr0 with Section tat. MANDATORY i»BGHTitVG CONTROLS - o El FIELD INSPECTION ENERGY CHECKLIST F1ELC7 INSPECTOR typellJescnption � tVumherdfUnits Location 'rn8uiBti,ng Pass B=ail C7,4YUGN'iS£i+7SUR C s i•'i © I 4J ❑ j u — --- --------------- -------- ❑ — ------------------------ p 5PEG1N.. FEATURES INSPECTION CHECKLIST (See Pager 2 of 4 of LTG -1-C) -- The local enfotcedrer7t agency should pay spatted attention to the items specified in this checklist. 777esn dfems requdre stfitten jusG'ficatian and documentat+on, and special Verdticatfora, The Iotal enforcement agency determines the adequacy of Iles justification, and may reject a building ordesig» that othersctse compotes basad on the adequacy of the specdaf justrlcaBnri and dacunteratarian submitted, nOtt3& or 1.3tSGf'F8 2008 NonresidenHat Can,plienco Form tNlcember 2008 CERTIFICATE OF C>v1ME�LEAh1B�E (Pa2e 4 raft LTG -1C Pi30.tECT NAtdF. }LATE 5lk�r+trrST WARt}bIBE 311912b12 Conditioned and Unconditioned space Lighting must not be combined for compliance Indoor L+ghting Pdwerfor C�ad"d-Tt"d�anad Spaces _ Indoor Cigiftinq Power for Unconditioned Spaces Installed ttghiirg` Wells — tnstaltadLigMin� Watts (from Conditioned LT( -'IC Pane 2} {ft�m Unconditioned t_TC>•t4; P2ge 2)i 170&4 Lightisag Control Cttditf t.S!;ialidg Gdn(7oi Credit Conditioned Spares (from LTG-2f;)i _ Unconditioned Spaces (from LTG -2C) Adjustedidstatted Adjustedfnstattad 17064 Ligating Pon Lighting Power Complies if Installed c Afl�wed Complies if Snstri4ted < ATTdwn+d Allowed Lighting f� Allowed Lighting Prove 29355.2 (from LTG3G} (frnm t.Tt>aGi Re aired Acceptance Tanis The ormi 4c "o - 1 artg. tepranca F ma snarl be suDmiaatl to the burrrfirg YaF,T1lrrsrrat Deliv7i an eccuWncy pnrrrvtis graratrd roc a rresi;• cwzsinn--(xsf btrttdfrng err epees. All Cor,trcJ c,a+<icas.^,arvirxl the DWrasng or space sl,adl bocerfdafedas rneaBrey Nre.4ccapiaxrGa r2egadren�rtts for Code Cnm,Nlanrx. Li:sr aJf eq.,ipmer+t requiring tesHng,ar,dinrlicn*ed regu+rod:a�•rv;',utyryao dxurlsnts. Rrouy of oech,4+.�ey'#ance fomr Cfzechedslrtdf be �sern to the Field rrwpectorlarfrlA7 and sigrwhrreyen8cafaan. _ Luminaires Con LTG -24 a Controls Bax$ 5atILI J M sbr5 add x d AUtn,naftC tiayh3Q CQYBtCOtA � Q ecce m:e lqulpmetst}?squtrtngTasrttdrJ IA�acrapnan Location I I i i i i i 1 ?Doti nronresinenNat ComptianGo Fom) tkcenurer 2003 PERMIT # b 12-- BUTTE COUNTY DEVELOPMENT SEE`aVICES REVIEWED FOR CO E Ole/IPLIARICE DATE BY k i r COMPANYIV �141I FE -0 M COMMERCIAL AND INDUSTRJsL SEf2v(GE AND CONTRACTING 935 Arden Way (916) 568•-5180 Sacramento, GA 95815 FAX (976) 568-51II3 CA License No. 379245 NV License No. 0038 {-•---�«.__'"=':.';i= . .. ,.,""rte, ._._..-_._.i• . I L I , _I- I 555 MAIN STREET, SUITE 300 CHiCO, CA. 95928 530} 891-1710 X530 j 891-01,38 FAX I')ttp: //wWw.rir)-lydesigA&*4*Jhi, Bosley Electric n.com 979 COMPANY CALIFORNIA01 THESE PLANS HAVE BEEN PREPARED 8Y $OSLEY Ei.EC="RiC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WiTH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO 8E USEt} FOR 714E PURPOSE OF 9iDt9tt•}G OR INSTALLATION BY ANY OTHER CONTRACTOR. A PROPOSEDMAI, -1EINANCL BUILDING FOR INTER"110"M TITLE 24 C TAT Ski N WFS Da 507 E3ANNOCK ST. BiGGS, 01 In C PERMIT RESUBMITTALlot 51 RE1'1,:1C:IN S}?rr2. Dt'SCt'1l't,I()rl i.C.' l7 I ca 'svn By ! A G Ca.,ect,t_c:l 8y Dc,t,e D7"=iivn 1 03/20/12 5t_`a:e I AS NOTED Bosley �3clt> f� 2112--12 Total oBrxa ad watts for rXlydyiie`!WJ spaces using ,ha Ta,kxod tr9ethod I A separate se! of LiGdCfar,xs sired be tieeet out for ony IXJP&'7S7CkIM spacesJ E LttdCt3tdD#'itt;3PFEtr SPACES (Usn9 e,ther the Carrptede t3uildaig teelhod or N,a Area Category hk:fhad} A a r.: n Complete, Building and Area CafDtsixy Methods WATTS PER AREA ALLOWED j Cd'.TF..GURY (From i4t=, Tables 148-E R r) sq. It, sq. A. 'JUA73'S [ikSHBAY 1 29268 29288 fs'UPPUfiT 0.6 112 67.2 _ 4 . D _ 294QD 2:f3Si.2 713-6'AL$ AREA �--------- WATf;; 'A3LdidED Ml=T1%i}ii . UNCONDITIONED SPACES SPACES Total allowed watts for UNCOiditfTiONEDnpaces using the Tailored rvtettsod' A. aepn+-a'.a set of LTC -4C form s11rf be Idled reef for Drily idrlaxd:xt>ra{,r"--r. 5pa::.esl .ZL>etS Nerresidenti.•n rJorrriGanco rrorm CERTIFICATE OF GC)tViPL1}§EdCE (Page Z of d) LTG -1 G 1tlDL3E7Ft LBG}•}T}idG SCHEDULE and FIELD INSPECTION twiltEi3GY CHECKLIST H20JEC!- id4MF. £3A TE SLiNVVEST WAREHOUSE 3!1912012 Installation certificate, LTG -1 -INST (mxain a copy and verity form is corrp;ele and zk;ined) t"ieltik,sfx:Gt[)r li9t'77fIC3t9 Of etiCC4pfieitlC9, LTG -2-A (retaSn a copy and vsrify forma eorrptrte and rlgnad.) Field YTspxtclar ❑ A sepraratr= IJghfing Schedule NSfst Be Filled Out for Conditioned and t/ncnndltiwaed Spares Instaidett Lighting Pnasertdsied on this Jgh6ng Schedule is only far. C{it.CLtlifUtdm SPACE ® UNCL)t,tEilTStJNET3 SPACE The actual indoor lighting pnwertisftad betowdncludes elf installedpermanent and portable fdghtirag systems in accordance Y6Pfh 146(a) Ctnfylor offdcas: Up to the.first D.2.uetts petsquare toot of portable Bghflrtg shat! not be rtqulrod to he.Irrcfuded in the calculation of actual fndonrlighting pawordensffydn accordance asith the Exceptionto 146(a). ;herefore, er7trfes Dek,wfor any office include all portable fighting in excess of C1.2 setts per Square foot. Lam#ttaire e, La2y22, BaBtas#s Installed Waits H04tlINFlT7AGE NAME � ❑ tM1riSaETEIlMWED £If7..rJ OR Luminaire Description"- rcEn: (1-a., 3 tonP nvorascen£ Ironer, m c � •�. � C,:C OEFAL`,.7 ACCURG,NG E TAG E32TR, one dclTrt3hSe ha8axh)—..W--.-,.-�-- FROM NAb !4 'Jfi idore) Z .=i C 14' V',1RRP (2) F32T8 -- - 58' ❑ ® ❑ 2 i 116 ❑ _... ❑ _ C2 FLL£URI_SCENTIfiG t -!PAY 351 a ' i47 ❑ ❑' ❑ 2 42 ® ❑ C2EFLlfQi2ESCEf�+T'tf[GtiBAYO"J/EMBALLAST 359 ❑ i� , - �.j 6 ! 2.10 Cl 0 0 EJ 13 1-1 06 L ❑ K keyless 144 ❑ �) E L� 1 ! --- 1a'3 - [-1 --.. ❑ ❑� i.:t o i ❑ L.l (i f..l i ❑— E�3 ❑ © ❑ Ci ❑ PAf3E T'U'TAL 170!34 De Building total dumber" at pages! t Building total (Sum of a!1 pages) I t tinier L•,In t_TG•1C Paras 4 of 4 16964 TITLE 24 MANDATORY MEASURES E OfI mi t 1.e.: -Type u na re ( surface, pendant bndrer); lar,n an -1 ncandescenf luminaires, indicate nominal lamp wattages and damp type (f.e.: uaresceat,inpaadesceni.Hlp);Dallastt}pe(Ie.:efectronfcormagneGcJ;nurraDeroflampsandnilmberafballas`sperlvrrrnare. For dnrandesr-enf lumdnal.ms, the rurninadra ssaftag®/ls�i in celun)n C slanli De fire maximdrn retamping rated rsftaga on a permanent faufnryt fnslalled IaDai On the luminaire, NOT'1ha taattagR office damp {Du1D} used! In 2arord8nce with Seaton 130 (,t)t. "dfFai! ff ra riescrfbe on Page 2 ofNae tnsparfdon Checklist form and take appropriate action to corre�. Ver(fy D ulfdirrg plans irrracnss"ary. 7006 N[aisresi:fer,tlaE Compliance Fdms cemDer 2fa06 ❑ €i41iLtJEFV43 LIGHTING SHUT—OFF The building lighting shut—off systean consists of an automatic time switch, with a zone for each floor. O IE Fp BUILDING LIGHTING SHUT—OFT. The automatic buiEdint; shut—off system is provided with e manual GCQeSSiJ`e override Switch in sight of the lights. The area of Override isnot to exceed 5000 square feet. nt. v14E •FCCnROgJEiYGS CERTIFIEDFLUORESCM B&LASM AND LUMINAIRES CERTIFIED All cutornatic control devices specified are certified, all alternate equipment shelf be certified and installed as directed by the >~ianufat;turet. • All fluorescent fixtures subject to certification ar}d specified fcr the projects are certified. INDMDUAL ROOM/AREA CONTROLS Each room and area in this building is ecuip ed with a separate switch or occupancy sensor device for each area wltrt floor—to—ceilinc} wa;ls. iCv S.INtF4lf'iihi REDSJL180N FOf4 ENiJ7®EDVe"lf.ROOMS . All rooms and areas greater than 100 S.F. and more than .F watts per square foot of lighting Iced shall be controlled with multi—level switching for uniform reduction of lighting within the room. All rooms that are greater than 250 square feet and contain windows and skylights, that allow for the effective t<se of daylight in the area shall 50% !, of the lighting paver in each daylit area controlled by a separate :;witch; OR The effective use of daylight throughout cannot be accomplished because windowrs are continuously shaded b a building on the adjacent lot. fJiaGf"am of shading during different times of year is included on pians. CERTIFICATE OF COMPLIANCE -(Page 3 of 4) LTG -IC PltC2fECr NAME EYifiE SUMNEST WAREHOUSE 3119i2012 iNDC}f)R L3Gt#"i7B+iG SCtiEtti!%.E and FIELD BtQSPEGT}!]h} ENERGY CtiiMC6CLlST P-411 in controls fdf all spacOs: a) area cddtr0ls, bi multi•teuel controls, a) manual day6ghitny controls fc£• dayti! areas >254 112, auiamalic t7ayligh}inLa controls for dayiii auras>2,5(}0.ft2, d) shut-off cpntrots, e} tits{tl:�y tigtriing cdnttcaPs, f} tailored lighting cdnt[Ws-general lighting controlled Separetety €•nm dispiay, omamen4at and c5sptay ruse lighting and g} demand tespans'ru> au£omattc codtnat4 for eelaii stdrrisTSC,(>D(} ft2 in aCGdtdttgr0 with Section tat. MANDATORY i»BGHTitVG CONTROLS - o El FIELD INSPECTION ENERGY CHECKLIST F1ELC7 INSPECTOR typellJescnption � tVumherdfUnits Location 'rn8uiBti,ng Pass B=ail C7,4YUGN'iS£i+7SUR C s i•'i © I 4J ❑ j u — --- --------------- -------- ❑ — ------------------------ p 5PEG1N.. FEATURES INSPECTION CHECKLIST (See Pager 2 of 4 of LTG -1-C) -- The local enfotcedrer7t agency should pay spatted attention to the items specified in this checklist. 777esn dfems requdre stfitten jusG'ficatian and documentat+on, and special Verdticatfora, The Iotal enforcement agency determines the adequacy of Iles justification, and may reject a building ordesig» that othersctse compotes basad on the adequacy of the specdaf justrlcaBnri and dacunteratarian submitted, nOtt3& or 1.3tSGf'F8 2008 NonresidenHat Can,plienco Form tNlcember 2008 CERTIFICATE OF C>v1ME�LEAh1B�E (Pa2e 4 raft LTG -1C Pi30.tECT NAtdF. }LATE 5lk�r+trrST WARt}bIBE 311912b12 Conditioned and Unconditioned space Lighting must not be combined for compliance Indoor L+ghting Pdwerfor C�ad"d-Tt"d�anad Spaces _ Indoor Cigiftinq Power for Unconditioned Spaces Installed ttghiirg` Wells — tnstaltadLigMin� Watts (from Conditioned LT( -'IC Pane 2} {ft�m Unconditioned t_TC>•t4; P2ge 2)i 170&4 Lightisag Control Cttditf t.S!;ialidg Gdn(7oi Credit Conditioned Spares (from LTG-2f;)i _ Unconditioned Spaces (from LTG -2C) Adjustedidstatted Adjustedfnstattad 17064 Ligating Pon Lighting Power Complies if Installed c Afl�wed Complies if Snstri4ted < ATTdwn+d Allowed Lighting f� Allowed Lighting Prove 29355.2 (from LTG3G} (frnm t.Tt>aGi Re aired Acceptance Tanis The ormi 4c "o - 1 artg. tepranca F ma snarl be suDmiaatl to the burrrfirg YaF,T1lrrsrrat Deliv7i an eccuWncy pnrrrvtis graratrd roc a rresi;• cwzsinn--(xsf btrttdfrng err epees. All Cor,trcJ c,a+<icas.^,arvirxl the DWrasng or space sl,adl bocerfdafedas rneaBrey Nre.4ccapiaxrGa r2egadren�rtts for Code Cnm,Nlanrx. Li:sr aJf eq.,ipmer+t requiring tesHng,ar,dinrlicn*ed regu+rod:a�•rv;',utyryao dxurlsnts. Rrouy of oech,4+.�ey'#ance fomr Cfzechedslrtdf be �sern to the Field rrwpectorlarfrlA7 and sigrwhrreyen8cafaan. _ Luminaires Con LTG -24 a Controls Bax$ 5atILI J M sbr5 add x d AUtn,naftC tiayh3Q CQYBtCOtA � Q ecce m:e lqulpmetst}?squtrtngTasrttdrJ IA�acrapnan Location I I i i i i i 1 ?Doti nronresinenNat ComptianGo Fom) tkcenurer 2003 PERMIT # b 12-- BUTTE COUNTY DEVELOPMENT SEE`aVICES REVIEWED FOR CO E Ole/IPLIARICE DATE BY k i r COMPANYIV �141I FE -0 M COMMERCIAL AND INDUSTRJsL SEf2v(GE AND CONTRACTING 935 Arden Way (916) 568•-5180 Sacramento, GA 95815 FAX (976) 568-51II3 CA License No. 379245 NV License No. 0038 {-•---�«.__'"=':.';i= . .. ,.,""rte, ._._..-_._.i• . I L I , _I- I 555 MAIN STREET, SUITE 300 CHiCO, CA. 95928 530} 891-1710 X530 j 891-01,38 FAX I')ttp: //wWw.rir)-lydesigA&*4*Jhi, Bosley Electric n.com 979 COMPANY CALIFORNIA01 THESE PLANS HAVE BEEN PREPARED 8Y $OSLEY Ei.EC="RiC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WiTH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO 8E USEt} FOR 714E PURPOSE OF 9iDt9tt•}G OR INSTALLATION BY ANY OTHER CONTRACTOR. A PROPOSEDMAI, -1EINANCL BUILDING FOR INTER"110"M TITLE 24 C TAT Ski N WFS Da 507 E3ANNOCK ST. BiGGS, 01 In C PERMIT RESUBMITTALlot 51 RE1'1,:1C:IN S}?rr2. Dt'SCt'1l't,I()rl i.C.' l7 I ca 'svn By ! A G Ca.,ect,t_c:l 8y Dc,t,e D7"=iivn 1 03/20/12 5t_`a:e I AS NOTED Bosley �3clt> f� 2112--12 'A3LdidED Ml=T1%i}ii . UNCONDITIONED SPACES SPACES Total allowed watts for UNCOiditfTiONEDnpaces using the Tailored rvtettsod' A. aepn+-a'.a set of LTC -4C form s11rf be Idled reef for Drily idrlaxd:xt>ra{,r"--r. 5pa::.esl .ZL>etS Nerresidenti.•n rJorrriGanco rrorm CERTIFICATE OF GC)tViPL1}§EdCE (Page Z of d) LTG -1 G 1tlDL3E7Ft LBG}•}T}idG SCHEDULE and FIELD INSPECTION twiltEi3GY CHECKLIST H20JEC!- id4MF. £3A TE SLiNVVEST WAREHOUSE 3!1912012 Installation certificate, LTG -1 -INST (mxain a copy and verity form is corrp;ele and zk;ined) t"ieltik,sfx:Gt[)r li9t'77fIC3t9 Of etiCC4pfieitlC9, LTG -2-A (retaSn a copy and vsrify forma eorrptrte and rlgnad.) Field YTspxtclar ❑ A sepraratr= IJghfing Schedule NSfst Be Filled Out for Conditioned and t/ncnndltiwaed Spares Instaidett Lighting Pnasertdsied on this Jgh6ng Schedule is only far. C{it.CLtlifUtdm SPACE ® UNCL)t,tEilTStJNET3 SPACE The actual indoor lighting pnwertisftad betowdncludes elf installedpermanent and portable fdghtirag systems in accordance Y6Pfh 146(a) Ctnfylor offdcas: Up to the.first D.2.uetts petsquare toot of portable Bghflrtg shat! not be rtqulrod to he.Irrcfuded in the calculation of actual fndonrlighting pawordensffydn accordance asith the Exceptionto 146(a). ;herefore, er7trfes Dek,wfor any office include all portable fighting in excess of C1.2 setts per Square foot. Lam#ttaire e, La2y22, BaBtas#s Installed Waits H04tlINFlT7AGE NAME � ❑ tM1riSaETEIlMWED £If7..rJ OR Luminaire Description"- rcEn: (1-a., 3 tonP nvorascen£ Ironer, m c � •�. � C,:C OEFAL`,.7 ACCURG,NG E TAG E32TR, one dclTrt3hSe ha8axh)—..W--.-,.-�-- FROM NAb !4 'Jfi idore) Z .=i C 14' V',1RRP (2) F32T8 -- - 58' ❑ ® ❑ 2 i 116 ❑ _... ❑ _ C2 FLL£URI_SCENTIfiG t -!PAY 351 a ' i47 ❑ ❑' ❑ 2 42 ® ❑ C2EFLlfQi2ESCEf�+T'tf[GtiBAYO"J/EMBALLAST 359 ❑ i� , - �.j 6 ! 2.10 Cl 0 0 EJ 13 1-1 06 L ❑ K keyless 144 ❑ �) E L� 1 ! --- 1a'3 - [-1 --.. ❑ ❑� i.:t o i ❑ L.l (i f..l i ❑— E�3 ❑ © ❑ Ci ❑ PAf3E T'U'TAL 170!34 De Building total dumber" at pages! t Building total (Sum of a!1 pages) I t tinier L•,In t_TG•1C Paras 4 of 4 16964 TITLE 24 MANDATORY MEASURES E OfI mi t 1.e.: -Type u na re ( surface, pendant bndrer); lar,n an -1 ncandescenf luminaires, indicate nominal lamp wattages and damp type (f.e.: uaresceat,inpaadesceni.Hlp);Dallastt}pe(Ie.:efectronfcormagneGcJ;nurraDeroflampsandnilmberafballas`sperlvrrrnare. For dnrandesr-enf lumdnal.ms, the rurninadra ssaftag®/ls�i in celun)n C slanli De fire maximdrn retamping rated rsftaga on a permanent faufnryt fnslalled IaDai On the luminaire, NOT'1ha taattagR office damp {Du1D} used! In 2arord8nce with Seaton 130 (,t)t. "dfFai! ff ra riescrfbe on Page 2 ofNae tnsparfdon Checklist form and take appropriate action to corre�. Ver(fy D ulfdirrg plans irrracnss"ary. 7006 N[aisresi:fer,tlaE Compliance Fdms cemDer 2fa06 ❑ €i41iLtJEFV43 LIGHTING SHUT—OFF The building lighting shut—off systean consists of an automatic time switch, with a zone for each floor. O IE Fp BUILDING LIGHTING SHUT—OFT. The automatic buiEdint; shut—off system is provided with e manual GCQeSSiJ`e override Switch in sight of the lights. The area of Override isnot to exceed 5000 square feet. nt. v14E •FCCnROgJEiYGS CERTIFIEDFLUORESCM B&LASM AND LUMINAIRES CERTIFIED All cutornatic control devices specified are certified, all alternate equipment shelf be certified and installed as directed by the >~ianufat;turet. • All fluorescent fixtures subject to certification ar}d specified fcr the projects are certified. INDMDUAL ROOM/AREA CONTROLS Each room and area in this building is ecuip ed with a separate switch or occupancy sensor device for each area wltrt floor—to—ceilinc} wa;ls. iCv S.INtF4lf'iihi REDSJL180N FOf4 ENiJ7®EDVe"lf.ROOMS . All rooms and areas greater than 100 S.F. and more than .F watts per square foot of lighting Iced shall be controlled with multi—level switching for uniform reduction of lighting within the room. All rooms that are greater than 250 square feet and contain windows and skylights, that allow for the effective t<se of daylight in the area shall 50% !, of the lighting paver in each daylit area controlled by a separate :;witch; OR The effective use of daylight throughout cannot be accomplished because windowrs are continuously shaded b a building on the adjacent lot. fJiaGf"am of shading during different times of year is included on pians. CERTIFICATE OF COMPLIANCE -(Page 3 of 4) LTG -IC PltC2fECr NAME EYifiE SUMNEST WAREHOUSE 3119i2012 iNDC}f)R L3Gt#"i7B+iG SCtiEtti!%.E and FIELD BtQSPEGT}!]h} ENERGY CtiiMC6CLlST P-411 in controls fdf all spacOs: a) area cddtr0ls, bi multi•teuel controls, a) manual day6ghitny controls fc£• dayti! areas >254 112, auiamalic t7ayligh}inLa controls for dayiii auras>2,5(}0.ft2, d) shut-off cpntrots, e} tits{tl:�y tigtriing cdnttcaPs, f} tailored lighting cdnt[Ws-general lighting controlled Separetety €•nm dispiay, omamen4at and c5sptay ruse lighting and g} demand tespans'ru> au£omattc codtnat4 for eelaii stdrrisTSC,(>D(} ft2 in aCGdtdttgr0 with Section tat. MANDATORY i»BGHTitVG CONTROLS - o El FIELD INSPECTION ENERGY CHECKLIST F1ELC7 INSPECTOR typellJescnption � tVumherdfUnits Location 'rn8uiBti,ng Pass B=ail C7,4YUGN'iS£i+7SUR C s i•'i © I 4J ❑ j u — --- --------------- -------- ❑ — ------------------------ p 5PEG1N.. FEATURES INSPECTION CHECKLIST (See Pager 2 of 4 of LTG -1-C) -- The local enfotcedrer7t agency should pay spatted attention to the items specified in this checklist. 777esn dfems requdre stfitten jusG'ficatian and documentat+on, and special Verdticatfora, The Iotal enforcement agency determines the adequacy of Iles justification, and may reject a building ordesig» that othersctse compotes basad on the adequacy of the specdaf justrlcaBnri and dacunteratarian submitted, nOtt3& or 1.3tSGf'F8 2008 NonresidenHat Can,plienco Form tNlcember 2008 CERTIFICATE OF C>v1ME�LEAh1B�E (Pa2e 4 raft LTG -1C Pi30.tECT NAtdF. }LATE 5lk�r+trrST WARt}bIBE 311912b12 Conditioned and Unconditioned space Lighting must not be combined for compliance Indoor L+ghting Pdwerfor C�ad"d-Tt"d�anad Spaces _ Indoor Cigiftinq Power for Unconditioned Spaces Installed ttghiirg` Wells — tnstaltadLigMin� Watts (from Conditioned LT( -'IC Pane 2} {ft�m Unconditioned t_TC>•t4; P2ge 2)i 170&4 Lightisag Control Cttditf t.S!;ialidg Gdn(7oi Credit Conditioned Spares (from LTG-2f;)i _ Unconditioned Spaces (from LTG -2C) Adjustedidstatted Adjustedfnstattad 17064 Ligating Pon Lighting Power Complies if Installed c Afl�wed Complies if Snstri4ted < ATTdwn+d Allowed Lighting f� Allowed Lighting Prove 29355.2 (from LTG3G} (frnm t.Tt>aGi Re aired Acceptance Tanis The ormi 4c "o - 1 artg. tepranca F ma snarl be suDmiaatl to the burrrfirg YaF,T1lrrsrrat Deliv7i an eccuWncy pnrrrvtis graratrd roc a rresi;• cwzsinn--(xsf btrttdfrng err epees. All Cor,trcJ c,a+<icas.^,arvirxl the DWrasng or space sl,adl bocerfdafedas rneaBrey Nre.4ccapiaxrGa r2egadren�rtts for Code Cnm,Nlanrx. Li:sr aJf eq.,ipmer+t requiring tesHng,ar,dinrlicn*ed regu+rod:a�•rv;',utyryao dxurlsnts. Rrouy of oech,4+.�ey'#ance fomr Cfzechedslrtdf be �sern to the Field rrwpectorlarfrlA7 and sigrwhrreyen8cafaan. _ Luminaires Con LTG -24 a Controls Bax$ 5atILI J M sbr5 add x d AUtn,naftC tiayh3Q CQYBtCOtA � Q ecce m:e lqulpmetst}?squtrtngTasrttdrJ IA�acrapnan Location I I i i i i i 1 ?Doti nronresinenNat ComptianGo Fom) tkcenurer 2003 PERMIT # b 12-- BUTTE COUNTY DEVELOPMENT SEE`aVICES REVIEWED FOR CO E Ole/IPLIARICE DATE BY k i r COMPANYIV �141I FE -0 M COMMERCIAL AND INDUSTRJsL SEf2v(GE AND CONTRACTING 935 Arden Way (916) 568•-5180 Sacramento, GA 95815 FAX (976) 568-51II3 CA License No. 379245 NV License No. 0038 {-•---�«.__'"=':.';i= . .. ,.,""rte, ._._..-_._.i• . I L I , _I- I 555 MAIN STREET, SUITE 300 CHiCO, CA. 95928 530} 891-1710 X530 j 891-01,38 FAX I')ttp: //wWw.rir)-lydesigA&*4*Jhi, Bosley Electric n.com 979 COMPANY CALIFORNIA01 THESE PLANS HAVE BEEN PREPARED 8Y $OSLEY Ei.EC="RiC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WiTH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO 8E USEt} FOR 714E PURPOSE OF 9iDt9tt•}G OR INSTALLATION BY ANY OTHER CONTRACTOR. A PROPOSEDMAI, -1EINANCL BUILDING FOR INTER"110"M TITLE 24 C TAT Ski N WFS Da 507 E3ANNOCK ST. BiGGS, 01 In C PERMIT RESUBMITTALlot 51 RE1'1,:1C:IN S}?rr2. Dt'SCt'1l't,I()rl i.C.' l7 I ca 'svn By ! A G Ca.,ect,t_c:l 8y Dc,t,e D7"=iivn 1 03/20/12 5t_`a:e I AS NOTED Bosley �3clt> f� 2112--12 Building total dumber" at pages! t Building total (Sum of a!1 pages) I t tinier L•,In t_TG•1C Paras 4 of 4 16964 TITLE 24 MANDATORY MEASURES E OfI mi t 1.e.: -Type u na re ( surface, pendant bndrer); lar,n an -1 ncandescenf luminaires, indicate nominal lamp wattages and damp type (f.e.: uaresceat,inpaadesceni.Hlp);Dallastt}pe(Ie.:efectronfcormagneGcJ;nurraDeroflampsandnilmberafballas`sperlvrrrnare. For dnrandesr-enf lumdnal.ms, the rurninadra ssaftag®/ls�i in celun)n C slanli De fire maximdrn retamping rated rsftaga on a permanent faufnryt fnslalled IaDai On the luminaire, NOT'1ha taattagR office damp {Du1D} used! In 2arord8nce with Seaton 130 (,t)t. "dfFai! ff ra riescrfbe on Page 2 ofNae tnsparfdon Checklist form and take appropriate action to corre�. Ver(fy D ulfdirrg plans irrracnss"ary. 7006 N[aisresi:fer,tlaE Compliance Fdms cemDer 2fa06 ❑ €i41iLtJEFV43 LIGHTING SHUT—OFF The building lighting shut—off systean consists of an automatic time switch, with a zone for each floor. O IE Fp BUILDING LIGHTING SHUT—OFT. The automatic buiEdint; shut—off system is provided with e manual GCQeSSiJ`e override Switch in sight of the lights. The area of Override isnot to exceed 5000 square feet. nt. v14E •FCCnROgJEiYGS CERTIFIEDFLUORESCM B&LASM AND LUMINAIRES CERTIFIED All cutornatic control devices specified are certified, all alternate equipment shelf be certified and installed as directed by the >~ianufat;turet. • All fluorescent fixtures subject to certification ar}d specified fcr the projects are certified. INDMDUAL ROOM/AREA CONTROLS Each room and area in this building is ecuip ed with a separate switch or occupancy sensor device for each area wltrt floor—to—ceilinc} wa;ls. iCv S.INtF4lf'iihi REDSJL180N FOf4 ENiJ7®EDVe"lf.ROOMS . All rooms and areas greater than 100 S.F. and more than .F watts per square foot of lighting Iced shall be controlled with multi—level switching for uniform reduction of lighting within the room. All rooms that are greater than 250 square feet and contain windows and skylights, that allow for the effective t<se of daylight in the area shall 50% !, of the lighting paver in each daylit area controlled by a separate :;witch; OR The effective use of daylight throughout cannot be accomplished because windowrs are continuously shaded b a building on the adjacent lot. fJiaGf"am of shading during different times of year is included on pians. CERTIFICATE OF COMPLIANCE -(Page 3 of 4) LTG -IC PltC2fECr NAME EYifiE SUMNEST WAREHOUSE 3119i2012 iNDC}f)R L3Gt#"i7B+iG SCtiEtti!%.E and FIELD BtQSPEGT}!]h} ENERGY CtiiMC6CLlST P-411 in controls fdf all spacOs: a) area cddtr0ls, bi multi•teuel controls, a) manual day6ghitny controls fc£• dayti! areas >254 112, auiamalic t7ayligh}inLa controls for dayiii auras>2,5(}0.ft2, d) shut-off cpntrots, e} tits{tl:�y tigtriing cdnttcaPs, f} tailored lighting cdnt[Ws-general lighting controlled Separetety €•nm dispiay, omamen4at and c5sptay ruse lighting and g} demand tespans'ru> au£omattc codtnat4 for eelaii stdrrisTSC,(>D(} ft2 in aCGdtdttgr0 with Section tat. MANDATORY i»BGHTitVG CONTROLS - o El FIELD INSPECTION ENERGY CHECKLIST F1ELC7 INSPECTOR typellJescnption � tVumherdfUnits Location 'rn8uiBti,ng Pass B=ail C7,4YUGN'iS£i+7SUR C s i•'i © I 4J ❑ j u — --- --------------- -------- ❑ — ------------------------ p 5PEG1N.. FEATURES INSPECTION CHECKLIST (See Pager 2 of 4 of LTG -1-C) -- The local enfotcedrer7t agency should pay spatted attention to the items specified in this checklist. 777esn dfems requdre stfitten jusG'ficatian and documentat+on, and special Verdticatfora, The Iotal enforcement agency determines the adequacy of Iles justification, and may reject a building ordesig» that othersctse compotes basad on the adequacy of the specdaf justrlcaBnri and dacunteratarian submitted, nOtt3& or 1.3tSGf'F8 2008 NonresidenHat Can,plienco Form tNlcember 2008 CERTIFICATE OF C>v1ME�LEAh1B�E (Pa2e 4 raft LTG -1C Pi30.tECT NAtdF. }LATE 5lk�r+trrST WARt}bIBE 311912b12 Conditioned and Unconditioned space Lighting must not be combined for compliance Indoor L+ghting Pdwerfor C�ad"d-Tt"d�anad Spaces _ Indoor Cigiftinq Power for Unconditioned Spaces Installed ttghiirg` Wells — tnstaltadLigMin� Watts (from Conditioned LT( -'IC Pane 2} {ft�m Unconditioned t_TC>•t4; P2ge 2)i 170&4 Lightisag Control Cttditf t.S!;ialidg Gdn(7oi Credit Conditioned Spares (from LTG-2f;)i _ Unconditioned Spaces (from LTG -2C) Adjustedidstatted Adjustedfnstattad 17064 Ligating Pon Lighting Power Complies if Installed c Afl�wed Complies if Snstri4ted < ATTdwn+d Allowed Lighting f� Allowed Lighting Prove 29355.2 (from LTG3G} (frnm t.Tt>aGi Re aired Acceptance Tanis The ormi 4c "o - 1 artg. tepranca F ma snarl be suDmiaatl to the burrrfirg YaF,T1lrrsrrat Deliv7i an eccuWncy pnrrrvtis graratrd roc a rresi;• cwzsinn--(xsf btrttdfrng err epees. All Cor,trcJ c,a+<icas.^,arvirxl the DWrasng or space sl,adl bocerfdafedas rneaBrey Nre.4ccapiaxrGa r2egadren�rtts for Code Cnm,Nlanrx. Li:sr aJf eq.,ipmer+t requiring tesHng,ar,dinrlicn*ed regu+rod:a�•rv;',utyryao dxurlsnts. Rrouy of oech,4+.�ey'#ance fomr Cfzechedslrtdf be �sern to the Field rrwpectorlarfrlA7 and sigrwhrreyen8cafaan. _ Luminaires Con LTG -24 a Controls Bax$ 5atILI J M sbr5 add x d AUtn,naftC tiayh3Q CQYBtCOtA � Q ecce m:e lqulpmetst}?squtrtngTasrttdrJ IA�acrapnan Location I I i i i i i 1 ?Doti nronresinenNat ComptianGo Fom) tkcenurer 2003 PERMIT # b 12-- BUTTE COUNTY DEVELOPMENT SEE`aVICES REVIEWED FOR CO E Ole/IPLIARICE DATE BY k i r COMPANYIV �141I FE -0 M COMMERCIAL AND INDUSTRJsL SEf2v(GE AND CONTRACTING 935 Arden Way (916) 568•-5180 Sacramento, GA 95815 FAX (976) 568-51II3 CA License No. 379245 NV License No. 0038 {-•---�«.__'"=':.';i= . .. ,.,""rte, ._._..-_._.i• . I L I , _I- I 555 MAIN STREET, SUITE 300 CHiCO, CA. 95928 530} 891-1710 X530 j 891-01,38 FAX I')ttp: //wWw.rir)-lydesigA&*4*Jhi, Bosley Electric n.com 979 COMPANY CALIFORNIA01 THESE PLANS HAVE BEEN PREPARED 8Y $OSLEY Ei.EC="RiC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WiTH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO 8E USEt} FOR 714E PURPOSE OF 9iDt9tt•}G OR INSTALLATION BY ANY OTHER CONTRACTOR. A PROPOSEDMAI, -1EINANCL BUILDING FOR INTER"110"M TITLE 24 C TAT Ski N WFS Da 507 E3ANNOCK ST. BiGGS, 01 In C PERMIT RESUBMITTALlot 51 RE1'1,:1C:IN S}?rr2. Dt'SCt'1l't,I()rl i.C.' l7 I ca 'svn By ! A G Ca.,ect,t_c:l 8y Dc,t,e D7"=iivn 1 03/20/12 5t_`a:e I AS NOTED Bosley �3clt> f� 2112--12 MANDATORY i»BGHTitVG CONTROLS - o El FIELD INSPECTION ENERGY CHECKLIST F1ELC7 INSPECTOR typellJescnption � tVumherdfUnits Location 'rn8uiBti,ng Pass B=ail C7,4YUGN'iS£i+7SUR C s i•'i © I 4J ❑ j u — --- --------------- -------- ❑ — ------------------------ p 5PEG1N.. FEATURES INSPECTION CHECKLIST (See Pager 2 of 4 of LTG -1-C) -- The local enfotcedrer7t agency should pay spatted attention to the items specified in this checklist. 777esn dfems requdre stfitten jusG'ficatian and documentat+on, and special Verdticatfora, The Iotal enforcement agency determines the adequacy of Iles justification, and may reject a building ordesig» that othersctse compotes basad on the adequacy of the specdaf justrlcaBnri and dacunteratarian submitted, nOtt3& or 1.3tSGf'F8 2008 NonresidenHat Can,plienco Form tNlcember 2008 CERTIFICATE OF C>v1ME�LEAh1B�E (Pa2e 4 raft LTG -1C Pi30.tECT NAtdF. }LATE 5lk�r+trrST WARt}bIBE 311912b12 Conditioned and Unconditioned space Lighting must not be combined for compliance Indoor L+ghting Pdwerfor C�ad"d-Tt"d�anad Spaces _ Indoor Cigiftinq Power for Unconditioned Spaces Installed ttghiirg` Wells — tnstaltadLigMin� Watts (from Conditioned LT( -'IC Pane 2} {ft�m Unconditioned t_TC>•t4; P2ge 2)i 170&4 Lightisag Control Cttditf t.S!;ialidg Gdn(7oi Credit Conditioned Spares (from LTG-2f;)i _ Unconditioned Spaces (from LTG -2C) Adjustedidstatted Adjustedfnstattad 17064 Ligating Pon Lighting Power Complies if Installed c Afl�wed Complies if Snstri4ted < ATTdwn+d Allowed Lighting f� Allowed Lighting Prove 29355.2 (from LTG3G} (frnm t.Tt>aGi Re aired Acceptance Tanis The ormi 4c "o - 1 artg. tepranca F ma snarl be suDmiaatl to the burrrfirg YaF,T1lrrsrrat Deliv7i an eccuWncy pnrrrvtis graratrd roc a rresi;• cwzsinn--(xsf btrttdfrng err epees. All Cor,trcJ c,a+<icas.^,arvirxl the DWrasng or space sl,adl bocerfdafedas rneaBrey Nre.4ccapiaxrGa r2egadren�rtts for Code Cnm,Nlanrx. Li:sr aJf eq.,ipmer+t requiring tesHng,ar,dinrlicn*ed regu+rod:a�•rv;',utyryao dxurlsnts. Rrouy of oech,4+.�ey'#ance fomr Cfzechedslrtdf be �sern to the Field rrwpectorlarfrlA7 and sigrwhrreyen8cafaan. _ Luminaires Con LTG -24 a Controls Bax$ 5atILI J M sbr5 add x d AUtn,naftC tiayh3Q CQYBtCOtA � Q ecce m:e lqulpmetst}?squtrtngTasrttdrJ IA�acrapnan Location I I i i i i i 1 ?Doti nronresinenNat ComptianGo Fom) tkcenurer 2003 PERMIT # b 12-- BUTTE COUNTY DEVELOPMENT SEE`aVICES REVIEWED FOR CO E Ole/IPLIARICE DATE BY k i r COMPANYIV �141I FE -0 M COMMERCIAL AND INDUSTRJsL SEf2v(GE AND CONTRACTING 935 Arden Way (916) 568•-5180 Sacramento, GA 95815 FAX (976) 568-51II3 CA License No. 379245 NV License No. 0038 {-•---�«.__'"=':.';i= . .. ,.,""rte, ._._..-_._.i• . I L I , _I- I 555 MAIN STREET, SUITE 300 CHiCO, CA. 95928 530} 891-1710 X530 j 891-01,38 FAX I')ttp: //wWw.rir)-lydesigA&*4*Jhi, Bosley Electric n.com 979 COMPANY CALIFORNIA01 THESE PLANS HAVE BEEN PREPARED 8Y $OSLEY Ei.EC="RiC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WiTH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO 8E USEt} FOR 714E PURPOSE OF 9iDt9tt•}G OR INSTALLATION BY ANY OTHER CONTRACTOR. A PROPOSEDMAI, -1EINANCL BUILDING FOR INTER"110"M TITLE 24 C TAT Ski N WFS Da 507 E3ANNOCK ST. BiGGS, 01 In C PERMIT RESUBMITTALlot 51 RE1'1,:1C:IN S}?rr2. Dt'SCt'1l't,I()rl i.C.' l7 I ca 'svn By ! A G Ca.,ect,t_c:l 8y Dc,t,e D7"=iivn 1 03/20/12 5t_`a:e I AS NOTED Bosley �3clt> f� 2112--12 5PEG1N.. FEATURES INSPECTION CHECKLIST (See Pager 2 of 4 of LTG -1-C) -- The local enfotcedrer7t agency should pay spatted attention to the items specified in this checklist. 777esn dfems requdre stfitten jusG'ficatian and documentat+on, and special Verdticatfora, The Iotal enforcement agency determines the adequacy of Iles justification, and may reject a building ordesig» that othersctse compotes basad on the adequacy of the specdaf justrlcaBnri and dacunteratarian submitted, nOtt3& or 1.3tSGf'F8 2008 NonresidenHat Can,plienco Form tNlcember 2008 CERTIFICATE OF C>v1ME�LEAh1B�E (Pa2e 4 raft LTG -1C Pi30.tECT NAtdF. }LATE 5lk�r+trrST WARt}bIBE 311912b12 Conditioned and Unconditioned space Lighting must not be combined for compliance Indoor L+ghting Pdwerfor C�ad"d-Tt"d�anad Spaces _ Indoor Cigiftinq Power for Unconditioned Spaces Installed ttghiirg` Wells — tnstaltadLigMin� Watts (from Conditioned LT( -'IC Pane 2} {ft�m Unconditioned t_TC>•t4; P2ge 2)i 170&4 Lightisag Control Cttditf t.S!;ialidg Gdn(7oi Credit Conditioned Spares (from LTG-2f;)i _ Unconditioned Spaces (from LTG -2C) Adjustedidstatted Adjustedfnstattad 17064 Ligating Pon Lighting Power Complies if Installed c Afl�wed Complies if Snstri4ted < ATTdwn+d Allowed Lighting f� Allowed Lighting Prove 29355.2 (from LTG3G} (frnm t.Tt>aGi Re aired Acceptance Tanis The ormi 4c "o - 1 artg. tepranca F ma snarl be suDmiaatl to the burrrfirg YaF,T1lrrsrrat Deliv7i an eccuWncy pnrrrvtis graratrd roc a rresi;• cwzsinn--(xsf btrttdfrng err epees. All Cor,trcJ c,a+<icas.^,arvirxl the DWrasng or space sl,adl bocerfdafedas rneaBrey Nre.4ccapiaxrGa r2egadren�rtts for Code Cnm,Nlanrx. Li:sr aJf eq.,ipmer+t requiring tesHng,ar,dinrlicn*ed regu+rod:a�•rv;',utyryao dxurlsnts. Rrouy of oech,4+.�ey'#ance fomr Cfzechedslrtdf be �sern to the Field rrwpectorlarfrlA7 and sigrwhrreyen8cafaan. _ Luminaires Con LTG -24 a Controls Bax$ 5atILI J M sbr5 add x d AUtn,naftC tiayh3Q CQYBtCOtA � Q ecce m:e lqulpmetst}?squtrtngTasrttdrJ IA�acrapnan Location I I i i i i i 1 ?Doti nronresinenNat ComptianGo Fom) tkcenurer 2003 PERMIT # b 12-- BUTTE COUNTY DEVELOPMENT SEE`aVICES REVIEWED FOR CO E Ole/IPLIARICE DATE BY k i r COMPANYIV �141I FE -0 M COMMERCIAL AND INDUSTRJsL SEf2v(GE AND CONTRACTING 935 Arden Way (916) 568•-5180 Sacramento, GA 95815 FAX (976) 568-51II3 CA License No. 379245 NV License No. 0038 {-•---�«.__'"=':.';i= . .. ,.,""rte, ._._..-_._.i• . I L I , _I- I 555 MAIN STREET, SUITE 300 CHiCO, CA. 95928 530} 891-1710 X530 j 891-01,38 FAX I')ttp: //wWw.rir)-lydesigA&*4*Jhi, Bosley Electric n.com 979 COMPANY CALIFORNIA01 THESE PLANS HAVE BEEN PREPARED 8Y $OSLEY Ei.EC="RiC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WiTH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO 8E USEt} FOR 714E PURPOSE OF 9iDt9tt•}G OR INSTALLATION BY ANY OTHER CONTRACTOR. A PROPOSEDMAI, -1EINANCL BUILDING FOR INTER"110"M TITLE 24 C TAT Ski N WFS Da 507 E3ANNOCK ST. BiGGS, 01 In C PERMIT RESUBMITTALlot 51 RE1'1,:1C:IN S}?rr2. Dt'SCt'1l't,I()rl i.C.' l7 I ca 'svn By ! A G Ca.,ect,t_c:l 8y Dc,t,e D7"=iivn 1 03/20/12 5t_`a:e I AS NOTED Bosley �3clt> f� 2112--12 I i i i i i 1 ?Doti nronresinenNat ComptianGo Fom) tkcenurer 2003 PERMIT # b 12-- BUTTE COUNTY DEVELOPMENT SEE`aVICES REVIEWED FOR CO E Ole/IPLIARICE DATE BY k i r COMPANYIV �141I FE -0 M COMMERCIAL AND INDUSTRJsL SEf2v(GE AND CONTRACTING 935 Arden Way (916) 568•-5180 Sacramento, GA 95815 FAX (976) 568-51II3 CA License No. 379245 NV License No. 0038 {-•---�«.__'"=':.';i= . .. ,.,""rte, ._._..-_._.i• . I L I , _I- I 555 MAIN STREET, SUITE 300 CHiCO, CA. 95928 530} 891-1710 X530 j 891-01,38 FAX I')ttp: //wWw.rir)-lydesigA&*4*Jhi, Bosley Electric n.com 979 COMPANY CALIFORNIA01 THESE PLANS HAVE BEEN PREPARED 8Y $OSLEY Ei.EC="RiC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WiTH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO 8E USEt} FOR 714E PURPOSE OF 9iDt9tt•}G OR INSTALLATION BY ANY OTHER CONTRACTOR. A PROPOSEDMAI, -1EINANCL BUILDING FOR INTER"110"M TITLE 24 C TAT Ski N WFS Da 507 E3ANNOCK ST. BiGGS, 01 In C PERMIT RESUBMITTALlot 51 RE1'1,:1C:IN S}?rr2. Dt'SCt'1l't,I()rl i.C.' l7 I ca 'svn By ! A G Ca.,ect,t_c:l 8y Dc,t,e D7"=iivn 1 03/20/12 5t_`a:e I AS NOTED Bosley �3clt> f� 2112--12 555 MAIN STREET, SUITE 300 CHiCO, CA. 95928 530} 891-1710 X530 j 891-01,38 FAX I')ttp: //wWw.rir)-lydesigA&*4*Jhi, Bosley Electric n.com 979 COMPANY CALIFORNIA01 THESE PLANS HAVE BEEN PREPARED 8Y $OSLEY Ei.EC="RiC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WiTH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO 8E USEt} FOR 714E PURPOSE OF 9iDt9tt•}G OR INSTALLATION BY ANY OTHER CONTRACTOR. A PROPOSEDMAI, -1EINANCL BUILDING FOR INTER"110"M TITLE 24 C TAT Ski N WFS Da 507 E3ANNOCK ST. BiGGS, 01 In C PERMIT RESUBMITTALlot 51 RE1'1,:1C:IN S}?rr2. Dt'SCt'1l't,I()rl i.C.' l7 I ca 'svn By ! A G Ca.,ect,t_c:l 8y Dc,t,e D7"=iivn 1 03/20/12 5t_`a:e I AS NOTED Bosley �3clt> f� 2112--12 CERTIFICATE OF COMPLIANCE (Page 3 of 4) OLTGAC I RoXar NAIVE. DATE SUNWEST WAREHOUSE 311912012 A. OUTDOOR LIGHTING ZONE OUTDOOR LIGHTING ZONE OLZ 1 [,,7 OLZ 2 rJ OLZ 3 OLZ4 Cam plete the Information below it the default Outdoor Lighting Zone has been amended bythe local jurisdiction having authority (JHA) C] The site is a government designated park, recreation area, w We perserve, or portions thereof, and has been designaleas 172 or L73, in accordance wilt Table 10- 1 14-0, because the site is contairted w ithin such a zone. The local kirisdictibn have atAharitv has toffici* adapted a &hellge to the State Default Lighting Zone and has notified the Energy ODrromion by providing the Materials, required In 10-114(d) to thip, Executive Cirector. The adopted -change is posted on the Energy Cominislon w obske, EL ADDITIONAL LIGHTING POWER ALLOWANCE FOR ORDINANCE REQUIREMENTS -­------------------- ----------­--­- - -- - At-- additional lighting power allowances forordiriance in Table 147-C used? yes No C Orn PleM the in on below if additional lig tiling power allowances for ordinance requirements are used: []The loscalWIsdicfion having authority has officially adopted specric outdoor Ught levels, w Erich are expressed as average of minkrumfoolparidle levels, by follaiving a public process thata&wcod for forroal public, n0fific4ition, review andmaiment about proposed change. ❑ The local jurisdirtiDn having authority which adopted specific outdoor ❑ ❑❑ �ght levels and has nnfifled Vie ConTrision by providIng the following mteriats reqoered 20-1 18 it) Vie Executive mector. C. ACCEPTANCE FORMS Required Acceptance Tests Designer This foriii Is to be used by the designer ar0altached to the plans. UsW belawis Me acceptance test for the Lighting system, L7G-2A. The designer is required to check, the acceptance tests andlisf all con1rofd6qCe8 serving the building or space shallIre cer5fiedas Meeting the Acceptance Requirements V Code Compliance. Itall thefightyng system or control of certain 4m requires a test, list ell the diff",rit lightng and dth number r! systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. SfPce this form id5he pall of the plans, completion of this section WINVIOW the responsible party to budget for thha scope of W)rA appropriately. Forms can ba grouped by the "e Of LumIrroolrot c*nfrofled. Enforcement Agency: ,Systems Acceptance. Before Occupartry Permit is granted her a nee'Adyconstruc(ed building or space of Men evernewli,.7hting xygiom Wth controls is iP st&llodinthe bull0r; or space shall be cerv'fiedas m4_,-_6ng.tP Acceptance Requimrwnts. The LTG -24 form Is not considpit,; a complete form and is not ft be accepted by Me ontbrceinent agency unless thr, boxes are chockedandlorfilted and signed. In addition, A Certiftato clArreptarre Awrt shall be submitted to the enfumement agency that rAntifies plans, spec0fica6'ons, installation certificates, and oper.9fing end mainlainance intomiation 1rieet the requirements ofs10­103(bJ,)f Title 24 P*rt S. The freld inspector must race7w lha propedyfilled out and signed finmis before the building can receive fina! 0,ccupancy. A copy of the LTG -2A for each diffierenvigh, Nng luminaire must be provided to ft oAmroft/,,e btsilding r far their r&cor&s Luminaires Controlled Certificate of Acceptance 0LTC­2A ----------- - Outdoar F Wtion Sensors Equipment Requiring Testing L Description z Location Controls LCE' LIGH TING CONTROL PANEL I TENANTSPACE PC PHOTOCELL I TENIMTSPACE 2008 NonresidenrO Coiroplarim Form Dec -08 2009 Nonresldenlial Compliance Form CERTIFICATE OF COMPLIANCE (Page I of 3) OLTGAC Project Name DATE SUNWESTWAREHOUSE I 1 XM2012 l7rojeclAddress !Total illuminated area BIGGS General information 141ASE OF COW MU"_014 L;,;] New Construction L_,J Add itirm D Akeratlon Documentation Authoes Declaration Statement 0,� I certit, that this Certificate of'Compliance docurrientition is accurate and complete. Name: KIMBERLYN CARBIE Signature Can­pany: BOSLEY ELECTRIC COMPANY Woo W19W12 -------------- -- - Adlrcss: -- 935 ARIDEN WAY Cliy/Stateop SACRAMENTO, CALIFORNIA, 95815 Principle Lighting Designer's Declaration Statement ❑I ant eligible under I)Msion 3 of the California Business and Professions Code to accept responsibility for the lighting design. ITisCedificateol`Cornpli Ian p ce identifies the lighting �features and performance spe'-L ifica tions req uIred for compliance with Title 24, pages I and 6 of the California Code of Regulations. The design features; represented on this cedificate of Compliance am- consistent with the information pra4ded to f':ane' 915-5 i8-5280 document this design on the other applicable compliancie, forms, wart shits, calculations, plan and specifications submitted to the enlibmernent agency for approval with this building permit application. JOHN BOSLEY Corrparry: BOSLEY ELECTRIC COMPANY 916-568-5180 Address: 935 ARDEN WAY HcenseV 379245 City,'Stateizio SACRAMENTO, CALIFORNA, 95815 311W2012 Principle Lighting Designers Declaration r,v-1 1 cMdy that this Ce-ticate of Compliance documentation is accurate arid complete, am accounts for art ould= lighting pnwor, including building mounted, We mwnted, as well as all other outdoor lighting designed for tare tkttz site, and that Additional Lighting Paver Allowances for Specife Applications or Additional Lighting Power Allowances for Ordinance Requirements have not been counted mare Mat one th-ne In me sante area, in accorda rice with Section 147 of Ute Standards, LIGHTING COMPLIANCE FORMS & WORKSREETS (check box if worksheat is included) For detailed instructions on the use of this and all Energy Efficic_,rtcy Standards compliance forms, please refer to the 14onm-sfdential Manual published bythe California energy Coin mission. OLTG-1 -C Certili e of Cornpliance. All 3 pages are required on plans for all submittals, 0,1 (?LTG -2-C (Page I of 3) Lighting Wattage Allowances for General Hardscape, Sales Frontage, or Ornamental Lightjng. Optional on plans. 2 QLTG-2-C (Page 2 of 3) Lighting Wattage Allowances fbr Per Application of Per Area. Optional on plans. ov OLTG-2-C (Page 3 of 3) Additional Lighting Power Allowance far Ordinance Requirements. Optional on plan"_ - — - — — •----------------- ❑ ❑ PUTDOOR LIGHTING WORKSHEET (Page I of 31 OLTG-2C PRQJVM'NANT_ DATE SUNWESTWAREHOUSE 1 31191221012 A. UG14TING POWER ALLOWANCE FOR GENSRAL HARDSCAPE INITAL TOTAL GENUAL AREA WATTAGE ALLOWANCE (AWA) LINEARWATTAGEALLOWANCE (LWA) WATTAGE HARDSCAPELIGHTING ALLOWANCE ALLOWA E AWA PER LWA IM ILLIA"la) SQUARE AWA FEWfMR LENSTH OF LINbNR LWA IWA HARDSCAPFAREA FOOT (A X B) �CANMAL MIRDSCA FC FOOT (DXQ (WATTS) C 4 F + G 69865 0.045 3143 1 20112 936.9 510 4589.9 Enter total into OLTGAC, Page 4 of 4; Row A; Lighting Power Allowance to,, General Hardscape: Ev] Yes: A^ LWA, and IVVA from Table 147-0 was used as appropriate for the Ouitcloor Lighting Zone R. SPECIFIC APPLICATION LIGHTING WATTAGE ALLOWANCE PER UNIT LENGTH (Available only for sales frontage� OEI'MIAINIM WATTAGE ALLOWANCE LLMINAURETYPE LFBAGN WATTS - - - ------------------- A B C D E F Sales Frontage Design Akwjpd Watts Linear Feet alowancefor OLZ Wattage It'llame or Luminaire waits per Watts thnirrum of Specific Lighting Apptication of Frontage (waft Wff) Allowance Syffbol Luminaire Type Qianti(y Luminaire (G x R) Dori Enter total into OLTG-1 Q Page 4 of 4; Row B: Specific Application Lightirg Wattage Allowance Per Unit Lengffi C. SPECIFIC APPLICATION WATTAGE ALLOWANCE FOR ORNAMENTAL LIGH IING DErEFIRINED WATTAGEALLOVVANCE LUMINAIRE TYPE—--- MM WATTS A C —J R_.] . . .... . ... H_ I J OrnarnentatLighting Wattage Design Allowed Watts Sttuara Feet allinwante roc OLZ Allowance More or LurpriaiiJ Watts per Watts wimmol Specific Lighting Appficafk3n of Hardscape. (Watts per if) (B x 0) 61(trtiol LuminalreType Ouarolity Lurrinave (G X H) Dori ...... . . . . .... .......... Enter total into OLTG-ICZ:Page .4 fiat 4.;.,Row C; Specific Application Lighting Wattage Allowance For Ornamental Lighting CERTIFICATE OF COMPLIANCE (Page 3 of 3) OG LT -1 C MOJECTNANIE DATE - SUNWEST WAREHOUSE 31119=12 ALLOWED AND INSTALLED OUTDOOR LIGHTING POWER Lighting Wattage Power Allowance Lighting Poftr allowance for general hard5cape A (from 0LTG-2C Page I of 3) Spec& application fighting wattage allowance per unit length B (frurn {3LTG-2C Page I of 3) . . . ........................... . ... - ... . ...... ST)edfic application wattage allowance far ornamental lighting C 8589.9 (front OLTG-2C Page I of 31 — - - - - - ------------- ----------_----- - ......... . . . . Specific application Wattage allowance per application O (frotn OLTG-20 Page 2 of 3) .. . . ... .................... Specific application lighting wattage allowance per area 7020 C7 (from OLTG-2C Page 2 of 3) - - - ---------- --------- - ---- - ------ - Additional lighting power allowance kir ordinance requirements F {imamOLTG-2C Page 3 of 3) G Total Allmoved Wattage = Surn of rows A through G: 11609.9 Total installed Waits (from Compliance Fixture Schedule, (from OLTG-2C (Pace I of 3) 11472 Complies if wattage in row H. is less than or equal to the wattage in mw G 2 yes No 20,18 X1c,111sid.1.1il CoMMIlre For. OUTDOOR LIGHTING WORKSHEET _(Page 2 of 3) OLTG-2C FROJSOTfVAw MATE D, SPECIFIC APPLICATION LIGHTING WATTAGE ALLOWANCE PER APPLICATION MTERM INED WATTAGE ALLOWANCE LLWINAIRETYPE DMGNWATTS Design AllowedMits Nbirber of SpecirrApplicatim Aflowancp Lurmaire Ltirrtaalre Waft per wxm Mnirrum of Specific Llljhthtg Applicatian 10stances Allowance (watts) (BXP Symbol Luminake Type Quantity Lw*Wre (GxfQ Dur I — - - - ------- — -------- - _--_ Enter total Into OLTG-IC; Page 4 of d; Row Q SWific ApplicationWattageAllowance Per Appliratioril E SPECIFIC APPU CAT] ON LIGHTING WATTAGE ALLOWANCE PER AREA DF-rEWINMWATTAGEALLOWANCE LLP.IMAIRETYPE T DEStGN WAT TS A T B C E F T—L IMuninatod Specific Application Wattage Code for Design Movi ed MtL- Area of Alkywance Arkswaace Lurninalre, Lurrrria;re 'A" per Watts irn, In speoffic Lk kafiLn 1 (8 X C-4 Type LuMmire (GY" Dorl 4hmv AppAppkafion (wafts per fl2) Type Lurrinake Type CANOW 18 _W —2 5 -- - -------- C2E — - ---- ------------- ------------------ - --- - ------------------------ Enter ------------------------- Enter total into OLTG-IC; Page 4 Of 4; Row E; Specific Application Lighting Wattage Allowance PC Area of 2G08 Nonresidential Carnliance Forniti — ----------- Comolancri F*n-.i CERTIFICATE OF COMPLIANCE (PaP-10-of 4) OLTGAC COMPLIANCE FIXTIJ R EILIGH TING CONTROL SCHEDULE and FIELD INSPECTION CHECKLIST I'MOECT W.W_ SUN WESTWAREHOUSE 3/1912012 INSTALLATION CERTIFICATE, OLTG44NST (Retain to copy and verify fbrm, is Completed and signed.) FielainspoctionE CERTIRCATE OF ACCEPTANCE, OLTG-2A (Retain a copy and verfly form is complested and signed.) FleldInspectlerloq Luminalre Schedule InstalfPci Watts A C E H Ww Wattage Name Luminaire Description i I FIELD was determined L! NSPECTOR Or See- finxroote below rn -6 Pas, Fail tt- w C, 2 >< Item T-9 {I.e.: Itan1p P010 -10P Shoebox 400 watt metal ha;de) C2 FL HIGHBAY -------------- ­ _J 11 1 Ell 18 El 0 C2E FL. HIGHSAY W/EM BALLAST 0 RE,— 2 i02 0 W WAIJ_ �A_­CK 0 6: 120 F 0 S BOLLARD El 0 R (1 210 S1 WALL PACK [] n R I V_11�0 D 0 --- ---------- --- ------------ - -- - S2 FLOOD 458 -- I—El ED "-- - 11 0 1374 d 53 POLE 4581 1-1 [] UGHT 1 458 ------- --- - - - - TOTAL 1 11472i Enter total into OLTG-1o; Page 4 of 4; Row H; Total Installed Watts: 1 359 ❑ ❑ ❑ . Type ofluminaire (i.e.: post top, mli picA,surface, shoe box), for neirt4noandescent luminaires, indicate nominal lamp V*ttage and lamp type (Te.: fluorescent, incandescent HID), ballast type (i.e.: eletivoice or magnetic), number of lamps and number of ballasts per luminaire. For incandescent luminaires, the luminaire Kattage fisted in column 0 shall be the maximum re -tamping rated vmltage on a pennarient factoiyinsfalled label on the luminaire, NOT the mattage of the lamp (bulb) used, in acconlance Wtf7 Sectitj,7 130(d ore}. 2. If Fail then describe on page 2 of the Inspection checklist Forni and take appropriate action to correct. Verify building plans if necessary. EXECEMPT LUMINAIRES NAME OR SYM80L Daa�®riptton of ex ecofnial iguntilaires in accarda rice with 9147 MANDATORY CONTROLS Fteld Inspection Description Location Description Loctiflon SPECIAL FEP:rURES INSPECTION CHECKLIST (See Page 2 of 4 of LTG -1-C) The local enforcement agency should pay spacial atic,,r;Ii0r1 to the items specified in this checklist These items require Special Mtfenjusti❑ fication and documentation, and special v0fification. The locar Womem,ant agency detemines the -"uacy of the justification, and may reject a b uffd"',rog or design that othervise complies based on the adequacy of the special justification and documentarian submitted Field Inspectors notes or Discrepancies: --------- - - -------__----------------- ----- – ---- ------- - --- December 2008 2008 NrsnresldsntiaJ I Slifi,'E" No - ---- ------ N R C M E I 77 T ARCHIT JT_:'CTS + f,—_'T\,TG1NF_ERS 55rD ;,CAIN S-TREET, SUITE 300 1,1HIC0, C'A. 9.:i9 2 8 530) 891-1/10 (530) 8911-0138 IF AX http. //www.nmrdesign.com CO 1\7STA-I'A NTS .dk. A*4 Bosley Electric COMPANY COMYT-RCIAL AND INDUSTRIAL SERVICL AND CONTRACTING 9,55 Arden Wray (915) 568-5180 Sacramento, CA 951:I5 FAX (916) 568-5183 CA License No, 379245 IJV License No. 0038979 N S 1� STANNIPS aASWCAIM 379245 THESE PLANS HAW SEEN PREPARED BY BOSLEY ELECTRIC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WIDI SECTION 67.37.3 OF TliE PROFESSIONAL ENGINFERS ACI AND ARE NOT 70 BE USCD PF'OR TH PURPOSE 0,' DIDDING OR INSTALLATION BY ANY OTHER CONTRACTOR. ]ROJECT NAMIE, A ID ROPOSED I'VI A I N TE N A N" E' B, UILDNG FOR "SU IN \A/ E ST M I LL I N G /A C IV i UP ",NY 507 BANNOC"K ST. BIGGS, CALIFORNIA SHIE'E'11' TITLE] EX,' - rER10"FITITLE 24 C U M El"N'T A T 10 N F)RAWING STATUIS CD SET PERMIT # — () BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE QQMPLIANCE DATI= 8 YL4 ------- .............. .... — T)raii,vri Dv KAC check -ed By D,_'tte DraL:,vn 03/20/12 scak'� AS NOTED Hosle.v Job 2112-12 al I E-1.0.2 2009 Nonresldenlial Compliance Form CERTIFICATE OF COMPLIANCE (Page I of 3) OLTGAC Project Name DATE SUNWESTWAREHOUSE I 1 XM2012 l7rojeclAddress !Total illuminated area BIGGS General information 141ASE OF COW MU"_014 L;,;] New Construction L_,J Add itirm D Akeratlon Documentation Authoes Declaration Statement 0,� I certit, that this Certificate of'Compliance docurrientition is accurate and complete. Name: KIMBERLYN CARBIE Signature Can­pany: BOSLEY ELECTRIC COMPANY Woo W19W12 -------------- -- - Adlrcss: -- 935 ARIDEN WAY Cliy/Stateop SACRAMENTO, CALIFORNIA, 95815 Principle Lighting Designer's Declaration Statement ❑I ant eligible under I)Msion 3 of the California Business and Professions Code to accept responsibility for the lighting design. ITisCedificateol`Cornpli Ian p ce identifies the lighting �features and performance spe'-L ifica tions req uIred for compliance with Title 24, pages I and 6 of the California Code of Regulations. The design features; represented on this cedificate of Compliance am- consistent with the information pra4ded to f':ane' 915-5 i8-5280 document this design on the other applicable compliancie, forms, wart shits, calculations, plan and specifications submitted to the enlibmernent agency for approval with this building permit application. JOHN BOSLEY Corrparry: BOSLEY ELECTRIC COMPANY 916-568-5180 Address: 935 ARDEN WAY HcenseV 379245 City,'Stateizio SACRAMENTO, CALIFORNA, 95815 311W2012 Principle Lighting Designers Declaration r,v-1 1 cMdy that this Ce-ticate of Compliance documentation is accurate arid complete, am accounts for art ould= lighting pnwor, including building mounted, We mwnted, as well as all other outdoor lighting designed for tare tkttz site, and that Additional Lighting Paver Allowances for Specife Applications or Additional Lighting Power Allowances for Ordinance Requirements have not been counted mare Mat one th-ne In me sante area, in accorda rice with Section 147 of Ute Standards, LIGHTING COMPLIANCE FORMS & WORKSREETS (check box if worksheat is included) For detailed instructions on the use of this and all Energy Efficic_,rtcy Standards compliance forms, please refer to the 14onm-sfdential Manual published bythe California energy Coin mission. OLTG-1 -C Certili e of Cornpliance. All 3 pages are required on plans for all submittals, 0,1 (?LTG -2-C (Page I of 3) Lighting Wattage Allowances for General Hardscape, Sales Frontage, or Ornamental Lightjng. Optional on plans. 2 QLTG-2-C (Page 2 of 3) Lighting Wattage Allowances fbr Per Application of Per Area. Optional on plans. ov OLTG-2-C (Page 3 of 3) Additional Lighting Power Allowance far Ordinance Requirements. Optional on plan"_ - — - — — •----------------- ❑ ❑ PUTDOOR LIGHTING WORKSHEET (Page I of 31 OLTG-2C PRQJVM'NANT_ DATE SUNWESTWAREHOUSE 1 31191221012 A. UG14TING POWER ALLOWANCE FOR GENSRAL HARDSCAPE INITAL TOTAL GENUAL AREA WATTAGE ALLOWANCE (AWA) LINEARWATTAGEALLOWANCE (LWA) WATTAGE HARDSCAPELIGHTING ALLOWANCE ALLOWA E AWA PER LWA IM ILLIA"la) SQUARE AWA FEWfMR LENSTH OF LINbNR LWA IWA HARDSCAPFAREA FOOT (A X B) �CANMAL MIRDSCA FC FOOT (DXQ (WATTS) C 4 F + G 69865 0.045 3143 1 20112 936.9 510 4589.9 Enter total into OLTGAC, Page 4 of 4; Row A; Lighting Power Allowance to,, General Hardscape: Ev] Yes: A^ LWA, and IVVA from Table 147-0 was used as appropriate for the Ouitcloor Lighting Zone R. SPECIFIC APPLICATION LIGHTING WATTAGE ALLOWANCE PER UNIT LENGTH (Available only for sales frontage� OEI'MIAINIM WATTAGE ALLOWANCE LLMINAURETYPE LFBAGN WATTS - - - ------------------- A B C D E F Sales Frontage Design Akwjpd Watts Linear Feet alowancefor OLZ Wattage It'llame or Luminaire waits per Watts thnirrum of Specific Lighting Apptication of Frontage (waft Wff) Allowance Syffbol Luminaire Type Qianti(y Luminaire (G x R) Dori Enter total into OLTG-1 Q Page 4 of 4; Row B: Specific Application Lightirg Wattage Allowance Per Unit Lengffi C. SPECIFIC APPLICATION WATTAGE ALLOWANCE FOR ORNAMENTAL LIGH IING DErEFIRINED WATTAGEALLOVVANCE LUMINAIRE TYPE—--- MM WATTS A C —J R_.] . . .... . ... H_ I J OrnarnentatLighting Wattage Design Allowed Watts Sttuara Feet allinwante roc OLZ Allowance More or LurpriaiiJ Watts per Watts wimmol Specific Lighting Appficafk3n of Hardscape. (Watts per if) (B x 0) 61(trtiol LuminalreType Ouarolity Lurrinave (G X H) Dori ...... . . . . .... .......... Enter total into OLTG-ICZ:Page .4 fiat 4.;.,Row C; Specific Application Lighting Wattage Allowance For Ornamental Lighting CERTIFICATE OF COMPLIANCE (Page 3 of 3) OG LT -1 C MOJECTNANIE DATE - SUNWEST WAREHOUSE 31119=12 ALLOWED AND INSTALLED OUTDOOR LIGHTING POWER Lighting Wattage Power Allowance Lighting Poftr allowance for general hard5cape A (from 0LTG-2C Page I of 3) Spec& application fighting wattage allowance per unit length B (frurn {3LTG-2C Page I of 3) . . . ........................... . ... - ... . ...... ST)edfic application wattage allowance far ornamental lighting C 8589.9 (front OLTG-2C Page I of 31 — - - - - - ------------- ----------_----- - ......... . . . . Specific application Wattage allowance per application O (frotn OLTG-20 Page 2 of 3) .. . . ... .................... Specific application lighting wattage allowance per area 7020 C7 (from OLTG-2C Page 2 of 3) - - - ---------- --------- - ---- - ------ - Additional lighting power allowance kir ordinance requirements F {imamOLTG-2C Page 3 of 3) G Total Allmoved Wattage = Surn of rows A through G: 11609.9 Total installed Waits (from Compliance Fixture Schedule, (from OLTG-2C (Pace I of 3) 11472 Complies if wattage in row H. is less than or equal to the wattage in mw G 2 yes No 20,18 X1c,111sid.1.1il CoMMIlre For. OUTDOOR LIGHTING WORKSHEET _(Page 2 of 3) OLTG-2C FROJSOTfVAw MATE D, SPECIFIC APPLICATION LIGHTING WATTAGE ALLOWANCE PER APPLICATION MTERM INED WATTAGE ALLOWANCE LLWINAIRETYPE DMGNWATTS Design AllowedMits Nbirber of SpecirrApplicatim Aflowancp Lurmaire Ltirrtaalre Waft per wxm Mnirrum of Specific Llljhthtg Applicatian 10stances Allowance (watts) (BXP Symbol Luminake Type Quantity Lw*Wre (GxfQ Dur I — - - - ------- — -------- - _--_ Enter total Into OLTG-IC; Page 4 of d; Row Q SWific ApplicationWattageAllowance Per Appliratioril E SPECIFIC APPU CAT] ON LIGHTING WATTAGE ALLOWANCE PER AREA DF-rEWINMWATTAGEALLOWANCE LLP.IMAIRETYPE T DEStGN WAT TS A T B C E F T—L IMuninatod Specific Application Wattage Code for Design Movi ed MtL- Area of Alkywance Arkswaace Lurninalre, Lurrrria;re 'A" per Watts irn, In speoffic Lk kafiLn 1 (8 X C-4 Type LuMmire (GY" Dorl 4hmv AppAppkafion (wafts per fl2) Type Lurrinake Type CANOW 18 _W —2 5 -- - -------- C2E — - ---- ------------- ------------------ - --- - ------------------------ Enter ------------------------- Enter total into OLTG-IC; Page 4 Of 4; Row E; Specific Application Lighting Wattage Allowance PC Area of 2G08 Nonresidential Carnliance Forniti — ----------- Comolancri F*n-.i CERTIFICATE OF COMPLIANCE (PaP-10-of 4) OLTGAC COMPLIANCE FIXTIJ R EILIGH TING CONTROL SCHEDULE and FIELD INSPECTION CHECKLIST I'MOECT W.W_ SUN WESTWAREHOUSE 3/1912012 INSTALLATION CERTIFICATE, OLTG44NST (Retain to copy and verify fbrm, is Completed and signed.) FielainspoctionE CERTIRCATE OF ACCEPTANCE, OLTG-2A (Retain a copy and verfly form is complested and signed.) FleldInspectlerloq Luminalre Schedule InstalfPci Watts A C E H Ww Wattage Name Luminaire Description i I FIELD was determined L! NSPECTOR Or See- finxroote below rn -6 Pas, Fail tt- w C, 2 >< Item T-9 {I.e.: Itan1p P010 -10P Shoebox 400 watt metal ha;de) C2 FL HIGHBAY -------------- ­ _J 11 1 Ell 18 El 0 C2E FL. HIGHSAY W/EM BALLAST 0 RE,— 2 i02 0 W WAIJ_ �A_­CK 0 6: 120 F 0 S BOLLARD El 0 R (1 210 S1 WALL PACK [] n R I V_11�0 D 0 --- ---------- --- ------------ - -- - S2 FLOOD 458 -- I—El ED "-- - 11 0 1374 d 53 POLE 4581 1-1 [] UGHT 1 458 ------- --- - - - - TOTAL 1 11472i Enter total into OLTG-1o; Page 4 of 4; Row H; Total Installed Watts: 1 359 ❑ ❑ ❑ . Type ofluminaire (i.e.: post top, mli picA,surface, shoe box), for neirt4noandescent luminaires, indicate nominal lamp V*ttage and lamp type (Te.: fluorescent, incandescent HID), ballast type (i.e.: eletivoice or magnetic), number of lamps and number of ballasts per luminaire. For incandescent luminaires, the luminaire Kattage fisted in column 0 shall be the maximum re -tamping rated vmltage on a pennarient factoiyinsfalled label on the luminaire, NOT the mattage of the lamp (bulb) used, in acconlance Wtf7 Sectitj,7 130(d ore}. 2. If Fail then describe on page 2 of the Inspection checklist Forni and take appropriate action to correct. Verify building plans if necessary. EXECEMPT LUMINAIRES NAME OR SYM80L Daa�®riptton of ex ecofnial iguntilaires in accarda rice with 9147 MANDATORY CONTROLS Fteld Inspection Description Location Description Loctiflon SPECIAL FEP:rURES INSPECTION CHECKLIST (See Page 2 of 4 of LTG -1-C) The local enforcement agency should pay spacial atic,,r;Ii0r1 to the items specified in this checklist These items require Special Mtfenjusti❑ fication and documentation, and special v0fification. The locar Womem,ant agency detemines the -"uacy of the justification, and may reject a b uffd"',rog or design that othervise complies based on the adequacy of the special justification and documentarian submitted Field Inspectors notes or Discrepancies: --------- - - -------__----------------- ----- – ---- ------- - --- December 2008 2008 NrsnresldsntiaJ I Slifi,'E" No - ---- ------ N R C M E I 77 T ARCHIT JT_:'CTS + f,—_'T\,TG1NF_ERS 55rD ;,CAIN S-TREET, SUITE 300 1,1HIC0, C'A. 9.:i9 2 8 530) 891-1/10 (530) 8911-0138 IF AX http. //www.nmrdesign.com CO 1\7STA-I'A NTS .dk. A*4 Bosley Electric COMPANY COMYT-RCIAL AND INDUSTRIAL SERVICL AND CONTRACTING 9,55 Arden Wray (915) 568-5180 Sacramento, CA 951:I5 FAX (916) 568-5183 CA License No, 379245 IJV License No. 0038979 N S 1� STANNIPS aASWCAIM 379245 THESE PLANS HAW SEEN PREPARED BY BOSLEY ELECTRIC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WIDI SECTION 67.37.3 OF TliE PROFESSIONAL ENGINFERS ACI AND ARE NOT 70 BE USCD PF'OR TH PURPOSE 0,' DIDDING OR INSTALLATION BY ANY OTHER CONTRACTOR. ]ROJECT NAMIE, A ID ROPOSED I'VI A I N TE N A N" E' B, UILDNG FOR "SU IN \A/ E ST M I LL I N G /A C IV i UP ",NY 507 BANNOC"K ST. BIGGS, CALIFORNIA SHIE'E'11' TITLE] EX,' - rER10"FITITLE 24 C U M El"N'T A T 10 N F)RAWING STATUIS CD SET PERMIT # — () BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE QQMPLIANCE DATI= 8 YL4 ------- .............. .... — T)raii,vri Dv KAC check -ed By D,_'tte DraL:,vn 03/20/12 scak'� AS NOTED Hosle.v Job 2112-12 al I E-1.0.2 CERTIFICATE OF COMPLIANCE (Page 3 of 3) OG LT -1 C MOJECTNANIE DATE - SUNWEST WAREHOUSE 31119=12 ALLOWED AND INSTALLED OUTDOOR LIGHTING POWER Lighting Wattage Power Allowance Lighting Poftr allowance for general hard5cape A (from 0LTG-2C Page I of 3) Spec& application fighting wattage allowance per unit length B (frurn {3LTG-2C Page I of 3) . . . ........................... . ... - ... . ...... ST)edfic application wattage allowance far ornamental lighting C 8589.9 (front OLTG-2C Page I of 31 — - - - - - ------------- ----------_----- - ......... . . . . Specific application Wattage allowance per application O (frotn OLTG-20 Page 2 of 3) .. . . ... .................... Specific application lighting wattage allowance per area 7020 C7 (from OLTG-2C Page 2 of 3) - - - ---------- --------- - ---- - ------ - Additional lighting power allowance kir ordinance requirements F {imamOLTG-2C Page 3 of 3) G Total Allmoved Wattage = Surn of rows A through G: 11609.9 Total installed Waits (from Compliance Fixture Schedule, (from OLTG-2C (Pace I of 3) 11472 Complies if wattage in row H. is less than or equal to the wattage in mw G 2 yes No 20,18 X1c,111sid.1.1il CoMMIlre For. OUTDOOR LIGHTING WORKSHEET _(Page 2 of 3) OLTG-2C FROJSOTfVAw MATE D, SPECIFIC APPLICATION LIGHTING WATTAGE ALLOWANCE PER APPLICATION MTERM INED WATTAGE ALLOWANCE LLWINAIRETYPE DMGNWATTS Design AllowedMits Nbirber of SpecirrApplicatim Aflowancp Lurmaire Ltirrtaalre Waft per wxm Mnirrum of Specific Llljhthtg Applicatian 10stances Allowance (watts) (BXP Symbol Luminake Type Quantity Lw*Wre (GxfQ Dur I — - - - ------- — -------- - _--_ Enter total Into OLTG-IC; Page 4 of d; Row Q SWific ApplicationWattageAllowance Per Appliratioril E SPECIFIC APPU CAT] ON LIGHTING WATTAGE ALLOWANCE PER AREA DF-rEWINMWATTAGEALLOWANCE LLP.IMAIRETYPE T DEStGN WAT TS A T B C E F T—L IMuninatod Specific Application Wattage Code for Design Movi ed MtL- Area of Alkywance Arkswaace Lurninalre, Lurrrria;re 'A" per Watts irn, In speoffic Lk kafiLn 1 (8 X C-4 Type LuMmire (GY" Dorl 4hmv AppAppkafion (wafts per fl2) Type Lurrinake Type CANOW 18 _W —2 5 -- - -------- C2E — - ---- ------------- ------------------ - --- - ------------------------ Enter ------------------------- Enter total into OLTG-IC; Page 4 Of 4; Row E; Specific Application Lighting Wattage Allowance PC Area of 2G08 Nonresidential Carnliance Forniti — ----------- Comolancri F*n-.i CERTIFICATE OF COMPLIANCE (PaP-10-of 4) OLTGAC COMPLIANCE FIXTIJ R EILIGH TING CONTROL SCHEDULE and FIELD INSPECTION CHECKLIST I'MOECT W.W_ SUN WESTWAREHOUSE 3/1912012 INSTALLATION CERTIFICATE, OLTG44NST (Retain to copy and verify fbrm, is Completed and signed.) FielainspoctionE CERTIRCATE OF ACCEPTANCE, OLTG-2A (Retain a copy and verfly form is complested and signed.) FleldInspectlerloq Luminalre Schedule InstalfPci Watts A C E H Ww Wattage Name Luminaire Description i I FIELD was determined L! NSPECTOR Or See- finxroote below rn -6 Pas, Fail tt- w C, 2 >< Item T-9 {I.e.: Itan1p P010 -10P Shoebox 400 watt metal ha;de) C2 FL HIGHBAY -------------- ­ _J 11 1 Ell 18 El 0 C2E FL. HIGHSAY W/EM BALLAST 0 RE,— 2 i02 0 W WAIJ_ �A_­CK 0 6: 120 F 0 S BOLLARD El 0 R (1 210 S1 WALL PACK [] n R I V_11�0 D 0 --- ---------- --- ------------ - -- - S2 FLOOD 458 -- I—El ED "-- - 11 0 1374 d 53 POLE 4581 1-1 [] UGHT 1 458 ------- --- - - - - TOTAL 1 11472i Enter total into OLTG-1o; Page 4 of 4; Row H; Total Installed Watts: 1 359 ❑ ❑ ❑ . Type ofluminaire (i.e.: post top, mli picA,surface, shoe box), for neirt4noandescent luminaires, indicate nominal lamp V*ttage and lamp type (Te.: fluorescent, incandescent HID), ballast type (i.e.: eletivoice or magnetic), number of lamps and number of ballasts per luminaire. For incandescent luminaires, the luminaire Kattage fisted in column 0 shall be the maximum re -tamping rated vmltage on a pennarient factoiyinsfalled label on the luminaire, NOT the mattage of the lamp (bulb) used, in acconlance Wtf7 Sectitj,7 130(d ore}. 2. If Fail then describe on page 2 of the Inspection checklist Forni and take appropriate action to correct. Verify building plans if necessary. EXECEMPT LUMINAIRES NAME OR SYM80L Daa�®riptton of ex ecofnial iguntilaires in accarda rice with 9147 MANDATORY CONTROLS Fteld Inspection Description Location Description Loctiflon SPECIAL FEP:rURES INSPECTION CHECKLIST (See Page 2 of 4 of LTG -1-C) The local enforcement agency should pay spacial atic,,r;Ii0r1 to the items specified in this checklist These items require Special Mtfenjusti❑ fication and documentation, and special v0fification. The locar Womem,ant agency detemines the -"uacy of the justification, and may reject a b uffd"',rog or design that othervise complies based on the adequacy of the special justification and documentarian submitted Field Inspectors notes or Discrepancies: --------- - - -------__----------------- ----- – ---- ------- - --- December 2008 2008 NrsnresldsntiaJ I Slifi,'E" No - ---- ------ N R C M E I 77 T ARCHIT JT_:'CTS + f,—_'T\,TG1NF_ERS 55rD ;,CAIN S-TREET, SUITE 300 1,1HIC0, C'A. 9.:i9 2 8 530) 891-1/10 (530) 8911-0138 IF AX http. //www.nmrdesign.com CO 1\7STA-I'A NTS .dk. A*4 Bosley Electric COMPANY COMYT-RCIAL AND INDUSTRIAL SERVICL AND CONTRACTING 9,55 Arden Wray (915) 568-5180 Sacramento, CA 951:I5 FAX (916) 568-5183 CA License No, 379245 IJV License No. 0038979 N S 1� STANNIPS aASWCAIM 379245 THESE PLANS HAW SEEN PREPARED BY BOSLEY ELECTRIC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WIDI SECTION 67.37.3 OF TliE PROFESSIONAL ENGINFERS ACI AND ARE NOT 70 BE USCD PF'OR TH PURPOSE 0,' DIDDING OR INSTALLATION BY ANY OTHER CONTRACTOR. ]ROJECT NAMIE, A ID ROPOSED I'VI A I N TE N A N" E' B, UILDNG FOR "SU IN \A/ E ST M I LL I N G /A C IV i UP ",NY 507 BANNOC"K ST. BIGGS, CALIFORNIA SHIE'E'11' TITLE] EX,' - rER10"FITITLE 24 C U M El"N'T A T 10 N F)RAWING STATUIS CD SET PERMIT # — () BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE QQMPLIANCE DATI= 8 YL4 ------- .............. .... — T)raii,vri Dv KAC check -ed By D,_'tte DraL:,vn 03/20/12 scak'� AS NOTED Hosle.v Job 2112-12 al I E-1.0.2 OUTDOOR LIGHTING WORKSHEET _(Page 2 of 3) OLTG-2C FROJSOTfVAw MATE D, SPECIFIC APPLICATION LIGHTING WATTAGE ALLOWANCE PER APPLICATION MTERM INED WATTAGE ALLOWANCE LLWINAIRETYPE DMGNWATTS Design AllowedMits Nbirber of SpecirrApplicatim Aflowancp Lurmaire Ltirrtaalre Waft per wxm Mnirrum of Specific Llljhthtg Applicatian 10stances Allowance (watts) (BXP Symbol Luminake Type Quantity Lw*Wre (GxfQ Dur I — - - - ------- — -------- - _--_ Enter total Into OLTG-IC; Page 4 of d; Row Q SWific ApplicationWattageAllowance Per Appliratioril E SPECIFIC APPU CAT] ON LIGHTING WATTAGE ALLOWANCE PER AREA DF-rEWINMWATTAGEALLOWANCE LLP.IMAIRETYPE T DEStGN WAT TS A T B C E F T—L IMuninatod Specific Application Wattage Code for Design Movi ed MtL- Area of Alkywance Arkswaace Lurninalre, Lurrrria;re 'A" per Watts irn, In speoffic Lk kafiLn 1 (8 X C-4 Type LuMmire (GY" Dorl 4hmv AppAppkafion (wafts per fl2) Type Lurrinake Type CANOW 18 _W —2 5 -- - -------- C2E — - ---- ------------- ------------------ - --- - ------------------------ Enter ------------------------- Enter total into OLTG-IC; Page 4 Of 4; Row E; Specific Application Lighting Wattage Allowance PC Area of 2G08 Nonresidential Carnliance Forniti — ----------- Comolancri F*n-.i CERTIFICATE OF COMPLIANCE (PaP-10-of 4) OLTGAC COMPLIANCE FIXTIJ R EILIGH TING CONTROL SCHEDULE and FIELD INSPECTION CHECKLIST I'MOECT W.W_ SUN WESTWAREHOUSE 3/1912012 INSTALLATION CERTIFICATE, OLTG44NST (Retain to copy and verify fbrm, is Completed and signed.) FielainspoctionE CERTIRCATE OF ACCEPTANCE, OLTG-2A (Retain a copy and verfly form is complested and signed.) FleldInspectlerloq Luminalre Schedule InstalfPci Watts A C E H Ww Wattage Name Luminaire Description i I FIELD was determined L! NSPECTOR Or See- finxroote below rn -6 Pas, Fail tt- w C, 2 >< Item T-9 {I.e.: Itan1p P010 -10P Shoebox 400 watt metal ha;de) C2 FL HIGHBAY -------------- ­ _J 11 1 Ell 18 El 0 C2E FL. HIGHSAY W/EM BALLAST 0 RE,— 2 i02 0 W WAIJ_ �A_­CK 0 6: 120 F 0 S BOLLARD El 0 R (1 210 S1 WALL PACK [] n R I V_11�0 D 0 --- ---------- --- ------------ - -- - S2 FLOOD 458 -- I—El ED "-- - 11 0 1374 d 53 POLE 4581 1-1 [] UGHT 1 458 ------- --- - - - - TOTAL 1 11472i Enter total into OLTG-1o; Page 4 of 4; Row H; Total Installed Watts: 1 359 ❑ ❑ ❑ . Type ofluminaire (i.e.: post top, mli picA,surface, shoe box), for neirt4noandescent luminaires, indicate nominal lamp V*ttage and lamp type (Te.: fluorescent, incandescent HID), ballast type (i.e.: eletivoice or magnetic), number of lamps and number of ballasts per luminaire. For incandescent luminaires, the luminaire Kattage fisted in column 0 shall be the maximum re -tamping rated vmltage on a pennarient factoiyinsfalled label on the luminaire, NOT the mattage of the lamp (bulb) used, in acconlance Wtf7 Sectitj,7 130(d ore}. 2. If Fail then describe on page 2 of the Inspection checklist Forni and take appropriate action to correct. Verify building plans if necessary. EXECEMPT LUMINAIRES NAME OR SYM80L Daa�®riptton of ex ecofnial iguntilaires in accarda rice with 9147 MANDATORY CONTROLS Fteld Inspection Description Location Description Loctiflon SPECIAL FEP:rURES INSPECTION CHECKLIST (See Page 2 of 4 of LTG -1-C) The local enforcement agency should pay spacial atic,,r;Ii0r1 to the items specified in this checklist These items require Special Mtfenjusti❑ fication and documentation, and special v0fification. The locar Womem,ant agency detemines the -"uacy of the justification, and may reject a b uffd"',rog or design that othervise complies based on the adequacy of the special justification and documentarian submitted Field Inspectors notes or Discrepancies: --------- - - -------__----------------- ----- – ---- ------- - --- December 2008 2008 NrsnresldsntiaJ I Slifi,'E" No - ---- ------ N R C M E I 77 T ARCHIT JT_:'CTS + f,—_'T\,TG1NF_ERS 55rD ;,CAIN S-TREET, SUITE 300 1,1HIC0, C'A. 9.:i9 2 8 530) 891-1/10 (530) 8911-0138 IF AX http. //www.nmrdesign.com CO 1\7STA-I'A NTS .dk. A*4 Bosley Electric COMPANY COMYT-RCIAL AND INDUSTRIAL SERVICL AND CONTRACTING 9,55 Arden Wray (915) 568-5180 Sacramento, CA 951:I5 FAX (916) 568-5183 CA License No, 379245 IJV License No. 0038979 N S 1� STANNIPS aASWCAIM 379245 THESE PLANS HAW SEEN PREPARED BY BOSLEY ELECTRIC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WIDI SECTION 67.37.3 OF TliE PROFESSIONAL ENGINFERS ACI AND ARE NOT 70 BE USCD PF'OR TH PURPOSE 0,' DIDDING OR INSTALLATION BY ANY OTHER CONTRACTOR. ]ROJECT NAMIE, A ID ROPOSED I'VI A I N TE N A N" E' B, UILDNG FOR "SU IN \A/ E ST M I LL I N G /A C IV i UP ",NY 507 BANNOC"K ST. BIGGS, CALIFORNIA SHIE'E'11' TITLE] EX,' - rER10"FITITLE 24 C U M El"N'T A T 10 N F)RAWING STATUIS CD SET PERMIT # — () BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE QQMPLIANCE DATI= 8 YL4 ------- .............. .... — T)raii,vri Dv KAC check -ed By D,_'tte DraL:,vn 03/20/12 scak'� AS NOTED Hosle.v Job 2112-12 al I E-1.0.2 of 2G08 Nonresidential Carnliance Forniti — ----------- Comolancri F*n-.i CERTIFICATE OF COMPLIANCE (PaP-10-of 4) OLTGAC COMPLIANCE FIXTIJ R EILIGH TING CONTROL SCHEDULE and FIELD INSPECTION CHECKLIST I'MOECT W.W_ SUN WESTWAREHOUSE 3/1912012 INSTALLATION CERTIFICATE, OLTG44NST (Retain to copy and verify fbrm, is Completed and signed.) FielainspoctionE CERTIRCATE OF ACCEPTANCE, OLTG-2A (Retain a copy and verfly form is complested and signed.) FleldInspectlerloq Luminalre Schedule InstalfPci Watts A C E H Ww Wattage Name Luminaire Description i I FIELD was determined L! NSPECTOR Or See- finxroote below rn -6 Pas, Fail tt- w C, 2 >< Item T-9 {I.e.: Itan1p P010 -10P Shoebox 400 watt metal ha;de) C2 FL HIGHBAY -------------- ­ _J 11 1 Ell 18 El 0 C2E FL. HIGHSAY W/EM BALLAST 0 RE,— 2 i02 0 W WAIJ_ �A_­CK 0 6: 120 F 0 S BOLLARD El 0 R (1 210 S1 WALL PACK [] n R I V_11�0 D 0 --- ---------- --- ------------ - -- - S2 FLOOD 458 -- I—El ED "-- - 11 0 1374 d 53 POLE 4581 1-1 [] UGHT 1 458 ------- --- - - - - TOTAL 1 11472i Enter total into OLTG-1o; Page 4 of 4; Row H; Total Installed Watts: 1 359 ❑ ❑ ❑ . Type ofluminaire (i.e.: post top, mli picA,surface, shoe box), for neirt4noandescent luminaires, indicate nominal lamp V*ttage and lamp type (Te.: fluorescent, incandescent HID), ballast type (i.e.: eletivoice or magnetic), number of lamps and number of ballasts per luminaire. For incandescent luminaires, the luminaire Kattage fisted in column 0 shall be the maximum re -tamping rated vmltage on a pennarient factoiyinsfalled label on the luminaire, NOT the mattage of the lamp (bulb) used, in acconlance Wtf7 Sectitj,7 130(d ore}. 2. If Fail then describe on page 2 of the Inspection checklist Forni and take appropriate action to correct. Verify building plans if necessary. EXECEMPT LUMINAIRES NAME OR SYM80L Daa�®riptton of ex ecofnial iguntilaires in accarda rice with 9147 MANDATORY CONTROLS Fteld Inspection Description Location Description Loctiflon SPECIAL FEP:rURES INSPECTION CHECKLIST (See Page 2 of 4 of LTG -1-C) The local enforcement agency should pay spacial atic,,r;Ii0r1 to the items specified in this checklist These items require Special Mtfenjusti❑ fication and documentation, and special v0fification. The locar Womem,ant agency detemines the -"uacy of the justification, and may reject a b uffd"',rog or design that othervise complies based on the adequacy of the special justification and documentarian submitted Field Inspectors notes or Discrepancies: --------- - - -------__----------------- ----- – ---- ------- - --- December 2008 2008 NrsnresldsntiaJ I Slifi,'E" No - ---- ------ N R C M E I 77 T ARCHIT JT_:'CTS + f,—_'T\,TG1NF_ERS 55rD ;,CAIN S-TREET, SUITE 300 1,1HIC0, C'A. 9.:i9 2 8 530) 891-1/10 (530) 8911-0138 IF AX http. //www.nmrdesign.com CO 1\7STA-I'A NTS .dk. A*4 Bosley Electric COMPANY COMYT-RCIAL AND INDUSTRIAL SERVICL AND CONTRACTING 9,55 Arden Wray (915) 568-5180 Sacramento, CA 951:I5 FAX (916) 568-5183 CA License No, 379245 IJV License No. 0038979 N S 1� STANNIPS aASWCAIM 379245 THESE PLANS HAW SEEN PREPARED BY BOSLEY ELECTRIC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WIDI SECTION 67.37.3 OF TliE PROFESSIONAL ENGINFERS ACI AND ARE NOT 70 BE USCD PF'OR TH PURPOSE 0,' DIDDING OR INSTALLATION BY ANY OTHER CONTRACTOR. ]ROJECT NAMIE, A ID ROPOSED I'VI A I N TE N A N" E' B, UILDNG FOR "SU IN \A/ E ST M I LL I N G /A C IV i UP ",NY 507 BANNOC"K ST. BIGGS, CALIFORNIA SHIE'E'11' TITLE] EX,' - rER10"FITITLE 24 C U M El"N'T A T 10 N F)RAWING STATUIS CD SET PERMIT # — () BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE QQMPLIANCE DATI= 8 YL4 ------- .............. .... — T)raii,vri Dv KAC check -ed By D,_'tte DraL:,vn 03/20/12 scak'� AS NOTED Hosle.v Job 2112-12 al I E-1.0.2 Comolancri F*n-.i CERTIFICATE OF COMPLIANCE (PaP-10-of 4) OLTGAC COMPLIANCE FIXTIJ R EILIGH TING CONTROL SCHEDULE and FIELD INSPECTION CHECKLIST I'MOECT W.W_ SUN WESTWAREHOUSE 3/1912012 INSTALLATION CERTIFICATE, OLTG44NST (Retain to copy and verify fbrm, is Completed and signed.) FielainspoctionE CERTIRCATE OF ACCEPTANCE, OLTG-2A (Retain a copy and verfly form is complested and signed.) FleldInspectlerloq Luminalre Schedule InstalfPci Watts A C E H Ww Wattage Name Luminaire Description i I FIELD was determined L! NSPECTOR Or See- finxroote below rn -6 Pas, Fail tt- w C, 2 >< Item T-9 {I.e.: Itan1p P010 -10P Shoebox 400 watt metal ha;de) C2 FL HIGHBAY -------------- ­ _J 11 1 Ell 18 El 0 C2E FL. HIGHSAY W/EM BALLAST 0 RE,— 2 i02 0 W WAIJ_ �A_­CK 0 6: 120 F 0 S BOLLARD El 0 R (1 210 S1 WALL PACK [] n R I V_11�0 D 0 --- ---------- --- ------------ - -- - S2 FLOOD 458 -- I—El ED "-- - 11 0 1374 d 53 POLE 4581 1-1 [] UGHT 1 458 ------- --- - - - - TOTAL 1 11472i Enter total into OLTG-1o; Page 4 of 4; Row H; Total Installed Watts: 1 359 ❑ ❑ ❑ . Type ofluminaire (i.e.: post top, mli picA,surface, shoe box), for neirt4noandescent luminaires, indicate nominal lamp V*ttage and lamp type (Te.: fluorescent, incandescent HID), ballast type (i.e.: eletivoice or magnetic), number of lamps and number of ballasts per luminaire. For incandescent luminaires, the luminaire Kattage fisted in column 0 shall be the maximum re -tamping rated vmltage on a pennarient factoiyinsfalled label on the luminaire, NOT the mattage of the lamp (bulb) used, in acconlance Wtf7 Sectitj,7 130(d ore}. 2. If Fail then describe on page 2 of the Inspection checklist Forni and take appropriate action to correct. Verify building plans if necessary. EXECEMPT LUMINAIRES NAME OR SYM80L Daa�®riptton of ex ecofnial iguntilaires in accarda rice with 9147 MANDATORY CONTROLS Fteld Inspection Description Location Description Loctiflon SPECIAL FEP:rURES INSPECTION CHECKLIST (See Page 2 of 4 of LTG -1-C) The local enforcement agency should pay spacial atic,,r;Ii0r1 to the items specified in this checklist These items require Special Mtfenjusti❑ fication and documentation, and special v0fification. The locar Womem,ant agency detemines the -"uacy of the justification, and may reject a b uffd"',rog or design that othervise complies based on the adequacy of the special justification and documentarian submitted Field Inspectors notes or Discrepancies: --------- - - -------__----------------- ----- – ---- ------- - --- December 2008 2008 NrsnresldsntiaJ I Slifi,'E" No - ---- ------ N R C M E I 77 T ARCHIT JT_:'CTS + f,—_'T\,TG1NF_ERS 55rD ;,CAIN S-TREET, SUITE 300 1,1HIC0, C'A. 9.:i9 2 8 530) 891-1/10 (530) 8911-0138 IF AX http. //www.nmrdesign.com CO 1\7STA-I'A NTS .dk. A*4 Bosley Electric COMPANY COMYT-RCIAL AND INDUSTRIAL SERVICL AND CONTRACTING 9,55 Arden Wray (915) 568-5180 Sacramento, CA 951:I5 FAX (916) 568-5183 CA License No, 379245 IJV License No. 0038979 N S 1� STANNIPS aASWCAIM 379245 THESE PLANS HAW SEEN PREPARED BY BOSLEY ELECTRIC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WIDI SECTION 67.37.3 OF TliE PROFESSIONAL ENGINFERS ACI AND ARE NOT 70 BE USCD PF'OR TH PURPOSE 0,' DIDDING OR INSTALLATION BY ANY OTHER CONTRACTOR. ]ROJECT NAMIE, A ID ROPOSED I'VI A I N TE N A N" E' B, UILDNG FOR "SU IN \A/ E ST M I LL I N G /A C IV i UP ",NY 507 BANNOC"K ST. BIGGS, CALIFORNIA SHIE'E'11' TITLE] EX,' - rER10"FITITLE 24 C U M El"N'T A T 10 N F)RAWING STATUIS CD SET PERMIT # — () BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE QQMPLIANCE DATI= 8 YL4 ------- .............. .... — T)raii,vri Dv KAC check -ed By D,_'tte DraL:,vn 03/20/12 scak'� AS NOTED Hosle.v Job 2112-12 al I E-1.0.2 2008 NrsnresldsntiaJ I Slifi,'E" No - ---- ------ N R C M E I 77 T ARCHIT JT_:'CTS + f,—_'T\,TG1NF_ERS 55rD ;,CAIN S-TREET, SUITE 300 1,1HIC0, C'A. 9.:i9 2 8 530) 891-1/10 (530) 8911-0138 IF AX http. //www.nmrdesign.com CO 1\7STA-I'A NTS .dk. A*4 Bosley Electric COMPANY COMYT-RCIAL AND INDUSTRIAL SERVICL AND CONTRACTING 9,55 Arden Wray (915) 568-5180 Sacramento, CA 951:I5 FAX (916) 568-5183 CA License No, 379245 IJV License No. 0038979 N S 1� STANNIPS aASWCAIM 379245 THESE PLANS HAW SEEN PREPARED BY BOSLEY ELECTRIC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WIDI SECTION 67.37.3 OF TliE PROFESSIONAL ENGINFERS ACI AND ARE NOT 70 BE USCD PF'OR TH PURPOSE 0,' DIDDING OR INSTALLATION BY ANY OTHER CONTRACTOR. ]ROJECT NAMIE, A ID ROPOSED I'VI A I N TE N A N" E' B, UILDNG FOR "SU IN \A/ E ST M I LL I N G /A C IV i UP ",NY 507 BANNOC"K ST. BIGGS, CALIFORNIA SHIE'E'11' TITLE] EX,' - rER10"FITITLE 24 C U M El"N'T A T 10 N F)RAWING STATUIS CD SET PERMIT # — () BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE QQMPLIANCE DATI= 8 YL4 ------- .............. .... — T)raii,vri Dv KAC check -ed By D,_'tte DraL:,vn 03/20/12 scak'� AS NOTED Hosle.v Job 2112-12 al I E-1.0.2 ELECTRICAL SYMBOLS SYMBOL DESCRIPTION DUPLEX RECEPTACLE 15A 120V +18" TO CENTER PANEL DOUBLE DUPLEX RECEPTACLE 15A 120V +18" TO CENTER n FLOOR OUTLET 15A 120V Od, d DEDICATED CIRCUIT OUTLETS 15A 120V DUPLEX 20A 120V +18" TO CENTER ' DUPLEX 15A 220V +1I3" TO CENTER TELEPHONE OUTLET +18" TO CENTER 7 DATA OUTLET +18" TO CENTER 7 DATA AND TELEPHONE OUTLET +18" TO CENTER SINGLE POLE SWITCH, 20A 120-277V +44" TO CENTER $3 THREE --WAY SWITCH, 20A 120-277V +44" TO CENTER $4 FOUR —WAY SWITCH, 20A 120--277V +44" TO CENTER $M MOTION SENSOR $ $M DUAL RELAY MOTION SENSOR—INSTALL IN SINGLE GANG BOX osC CEILING MOUNT MOTION SENSOR IBJ MANUAL OVERRIDE SWITCHES PER TITLE 24 O JUNCTION BOX 2x4 RECESSED FLUORESCENT FIXTURE 2 TUBE FIXTURE s J 3 TUBE FIXTURE 4 TUBE FIXTURE o SURFACE—MOUNTED FLUORSCENT FIXTURE (SEE ABOVE FOR DENIOTATION OF TUBES IN FIXTURE) {� CEILING MOUNT LIGHT FIXTURE Q WALL MOUNTED LIGHT FIXTURE RECESSED CAN LIGHT FIXTURE —� POLE MOUNTED LIGHT FIXTURE DISCONNECT SWITCH FUSED DISCONNECT SWITCH, FUSE PER LOAD SERVICE NL DENOTES NIGHT LIGHT > =" DISTRIBUTION OR LIGHTING PANEL MAIN ELECTRICAL SERVICE I EXHAUST FAN, BY MECHANICAL-. CONTRACTOR AC MECHANICAL EQUIPMENT Opp POWER POLE �--- CIRCUIT IN FLOOR OR UNDERGROUND CIRCUIT IN WALL OR CEILING f~--' HOME RUN TO PANIL DENOTES NUMBER OF WIRES IN CONDUIT (NO MARKS = 1/2% W/2#12CU) WP WEATHERPROOF TTS TELEPHONE TERMINAL BOARD (N) NEW (E) EXISTING TC TIME CLOCK PC PHOTOCELL C CONDUIT Co CONDUIT ONLY W WIRE GFI GFl GROUND FAULT INTERRUPTER EM INDICATES EMERGENCY BALLAST IN LIGHT FIXTURE INDICATES UTILAZTION OF MANUFACTURE INTERLOCKING WIRING TITLE 24 MANDATORY MEASURES ❑ BUILDING UGH71NG SHUT --OFF The building lighting shut --off system consists of an auton atic time switch. wlth a zone for ecch floor. 0 OVERRIDE FOR BUILDING LIGHTING SHUT-OFF The automatic building shut—off system is provided with a manual accessible override switch in sight of the lights. The area of override is not to exceed 5D00 square feet. 0 AUTOMATIC CONTROL DEVICES CERTIFIED All automatic control devices specified cre certified, all alternate equipment shall be certified and installed as directed by the manufacturer. i FLUORESCENT AND LUMINAIRES CERTIFIED 0 Ail fluorescent fixtures subject to certification and specified for the projects are certified. i R INDIVIDUAL ROOM/AREA. CONTROLS Each room and area in this building is egisipped with a separate swf tch or occupancy sensor device for each area with floor—to ceiling wails. 0i UNIFORM REDUCTION FOR INDIVIDUAL ROODS All rooms and areas greater than 100 S.F. and more than .8 watts per square foot of lighting load shall be controlled with multi—level switching for uniform reduction of lighting within the room. I� DAYUT AREA. CONTROL All rooms that are greater than 250 square feet and contain windows and skylights, that allow for the effective Use of daylight in the area shall 50% of the lighting power in each daylit area controlled by a seporate switch; OR The effective use of daylight throughout cannot be accomplished because windows are continuousfy shaded by a building on the adjacent lot. viacram of shading during different times of year is included on plans. N)3/4R C W/.3 -#B CU THHN &1-#8 CL! GND. (N)"'TA" 30 KVA TRANSFORMER J_"�7GND `=� &1 -$ CU D. SWITCHBOARD ` IN w R. ELECTRICAL CONTRACTOR SHALL VERIFY (E) LOAD ON MAIN : a # a w.D PRIOR R.if w O.ANY INSTALLATION. r.. i TO : STEEL V NEAREST WATER 'flPE —TIE INTO (E) 100A CONDUIT/CONDUCTORS AT SHOP BUILDING (N) 1 1/2- PVC W/4-#2 CIS THHN & 1-#8 CU GND I. # TRANSFORMER (N)#8 I -y -Y7 G' `l TRANSFORMER AI R W/4-#6 CLI THHN t ONE LINE DIAGRA.4, 11;� i i ii g T. 2 as � A, CASE BOND TERMINAL. "' # TO CASE. 11 GFROkOUNDING O.WTHIN OOF TRANSFORMER . N.T.S. PERMIT #_9 Z " b BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C DEC IVIPLIANCE DATE By h + f ------ V- PANEL PANEL PANEL "LAS No *Lc � W/4-#6 CLI THHN t ONE LINE DIAGRA.4, 11;� i i ii g T. 2 as � A, CASE BOND TERMINAL. "' # TO CASE. 11 GFROkOUNDING O.WTHIN OOF TRANSFORMER . N.T.S. PERMIT #_9 Z " b BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C DEC IVIPLIANCE DATE By h + f s 0 L �S r , _ R� 03: ),',"Z (D" AR1E_' aTECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 530) 891-1710 (530) 891-0138 FAX http: //wrvw.nmrdesign.corn 01 C0 N S t J I-tTA'i Jdk osleAl Electric C4N.1PA,X"Y COMMERCIAL AND INDUSTRIAL_ SERVICE AND CONTRACTING 935 Arden Way (91 S) 568-5180 Sncromento, CA 95815 FAX (9 16) 568-5183 CA License No. 379245 Fri' License No. 0038979 in I.,ICI?JNSE:I STA `v PS THESE PLANS HAVE BEDI PREPARED BY 130SLEY ELECTRIC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WITH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO BE USED FOR TETE PURPOSE Or BIDDING OR INSTALLATION BY ANY OTHER CONTRACTOR. P1?,0JF'1CT NAME A PROPOSED MAINTENANCE BU11__DING FOR SUNWEST MILKING COMPANY 507 BANNOCK ST. BIGGS, CALIFORNIA SHEET TITIN`, MI Im D R A BY INN STATUS CD SET PERMIT RESUBMITTAL IREVISIONS Syrri. Descr•ipt.iori By Da I.e /'may REVISEON> PCR PLAN CHECK #I3t2-•0177 PC1 3-1-12 T)ra wrl By KAC Checked B Da I.e ❑t'a w-ci 03/20/12 SCaI(-� I AS NOTED ------ V- ..........- I II s 0 L �S r , _ R� 03: ),',"Z (D" AR1E_' aTECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 530) 891-1710 (530) 891-0138 FAX http: //wrvw.nmrdesign.corn 01 C0 N S t J I-tTA'i Jdk osleAl Electric C4N.1PA,X"Y COMMERCIAL AND INDUSTRIAL_ SERVICE AND CONTRACTING 935 Arden Way (91 S) 568-5180 Sncromento, CA 95815 FAX (9 16) 568-5183 CA License No. 379245 Fri' License No. 0038979 in I.,ICI?JNSE:I STA `v PS THESE PLANS HAVE BEDI PREPARED BY 130SLEY ELECTRIC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WITH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO BE USED FOR TETE PURPOSE Or BIDDING OR INSTALLATION BY ANY OTHER CONTRACTOR. P1?,0JF'1CT NAME A PROPOSED MAINTENANCE BU11__DING FOR SUNWEST MILKING COMPANY 507 BANNOCK ST. BIGGS, CALIFORNIA SHEET TITIN`, MI Im D R A BY INN STATUS CD SET PERMIT RESUBMITTAL IREVISIONS Syrri. Descr•ipt.iori By Da I.e /'may REVISEON> PCR PLAN CHECK #I3t2-•0177 PC1 3-1-12 T)ra wrl By KAC Checked B Da I.e ❑t'a w-ci 03/20/12 SCaI(-� I AS NOTED 9 � 11 c 0 L ME i'' RG ROS TO ARCHR-FECTS + E G'NNE RS 555 MAIN STREET, SUITE 500 CHICO, CA. 95928 130) 891-1710 (530) 891---0138 FAX http: //www.nmro'esign.com CONSU11FANTS AL As ank ,AO%k Bosley Electric COMPANY COMMMCIA'L AND INDUSTRIAL. SERVICE AND CONMRACTINC 935 Arden. Way (916, 568•-5180 Sccramenle, CA 95815 FAX (9 16) 569-5183 CA Lic-m3e No. 379245 NV License No. 0038979 LIC' :rNSE i � 1 r THESE PLANS HAVE BEEN PREPARED BY BOSLEY ELECTRIC FOR THEIR EXi:LUSIVE USE IN ACCORDANCE WITH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO HE USED FOR THE PURPOSE OF BIDDING OR INSTALLATION 6Y ANY OTHER CONTRACTOR. PIRDJECT NAME A PROPOSED MAINTENANCE - BUILD f -Ori NW MILLING (.'/"0 M P A N Y 507 BANNOCK ST. BIGGS, CALIFORNIA in Si I1F;Ul"r '1'1'1'1.1:1 SITE UTILITY PLAN DRAWING, STAT's CD SET PERMIT RESUBMITTAL all FSE V IS10N REVISIONS PER PLAN CHECK #812-0177 PCA'I Drawn 13Y 1 KAC Date Drawn 1 03/20/12 scale? 1 AS NOTED Bostev Job 1� I 2112-12 ■ In T - 't � 11 c 0 L ME i'' RG ROS TO ARCHR-FECTS + E G'NNE RS 555 MAIN STREET, SUITE 500 CHICO, CA. 95928 130) 891-1710 (530) 891---0138 FAX http: //www.nmro'esign.com CONSU11FANTS AL As ank ,AO%k Bosley Electric COMPANY COMMMCIA'L AND INDUSTRIAL. SERVICE AND CONMRACTINC 935 Arden. Way (916, 568•-5180 Sccramenle, CA 95815 FAX (9 16) 569-5183 CA Lic-m3e No. 379245 NV License No. 0038979 LIC' :rNSE i � 1 r THESE PLANS HAVE BEEN PREPARED BY BOSLEY ELECTRIC FOR THEIR EXi:LUSIVE USE IN ACCORDANCE WITH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO HE USED FOR THE PURPOSE OF BIDDING OR INSTALLATION 6Y ANY OTHER CONTRACTOR. PIRDJECT NAME A PROPOSED MAINTENANCE - BUILD f -Ori NW MILLING (.'/"0 M P A N Y 507 BANNOCK ST. BIGGS, CALIFORNIA in Si I1F;Ul"r '1'1'1'1.1:1 SITE UTILITY PLAN DRAWING, STAT's CD SET PERMIT RESUBMITTAL all FSE V IS10N REVISIONS PER PLAN CHECK #812-0177 PCA'I Drawn 13Y 1 KAC Date Drawn 1 03/20/12 scale? 1 AS NOTED Bostev Job 1� I 2112-12 ■ In 0 ■ T., 1� E 1 !R G R - 5:.)" MAIN STREET, SUITE 300 CHICO, CA. 95928 53t)} 891--1710 (530) 891---0138 FAX http: //www.nr-,irdesign.com in CO NIS U'LTANT'S 40 ,A.q %L Bosley Electric COM LRC1AL AND iNDUSTtRIAL SERVtCE AND C0NTi2ACTING 935 Arder. Way (916) 5136-5180 Sacramento, CA 95815 FAX (916) 578--5183 CA License No. 379245 NV License No. 0038979 THESE PLANS HAVE BEEN PREPARED BY BOSLEY E'LEC•IRIC FOR T1MR EXCLUSIVE USE 1N ACCORDANCE WITH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO BE USED FOR THE PURPOSE OF BIDDING OR INSTALLATION BY A14Y OTHER CONTRACTOR. IPROJE1CT EANI A PROPOSED MAINTENANCE RUiLD NG FOR UN`A/ E ST LU N G C0M'1_3A N Y 507 BANNOCK ST. BIGGS, CALIFORNIA 01 IN ITE -FLOOD: PLAN WAREHOUSE POWER IN DRAWINCI STATI')S CD SET PERMIT RESi3BMrrTAL vis ic)N's �v37i Drsf rLE'1ijon By .telLe ..... ... ..... .. ..... _.... ...._..._.-------—.— .... ................ // REVISIONS PER PLAN CHECK L$_ #812-0177 PC#1 3-1-12 Z�X'Fa.!1'I2 By ((AC r.1he SGC By D) t.e Drawn 03/20/12 SCc,.}e AS NOTED Posle y Job # 2112-12 No. E-4.1 .1 e� On B A 14 N C K STREET � j I i _VEF4FY ON PLATFORM ASOW RES7ROOM& "ACT LCICCATM IN LIQ. ���y/.y�� /}..(�yb �qp y(yy 1 C� #10 ptµs ■a )TS g�y}t{ (N) ROTS ti RME S � --(;) PAS [..B ( I.�-11,1 ;'dP -9I 1- _.._._....,.,�..... .,h-I� _"""�"'0 J j,p�- �-- �" F GFIC 671 �!�� �� L T N PANEL !� _- k .._-_ -v-` - •+�'._.__ ( ... _.._-..... , x ....,. ...._.._ x -.... .........., x .........._._.._. X .......... . .... x ......__-......._ x ..-------------- k ----- ------------- x -------- ---- X ._... ` - X ----__._. - _X ._... _____ _... _._ _.—._. •{ __._ 1- .____._ x .-..-._.._--- x _.-...-.—_ 1 +1 'rat SWITCHES XHA-2 FOR _. EXISTING BUILDING �. 0 I ' o 1 53 TO � R O i�d -- - - . • gCi >�Q1J X { 36 I f A,-- Q_C2 C2 CE C2 tB t 2 SC2 # B-1 SWITCHES C2 } IA. VIA MOTIO,1 SENSOR C2 ° / C �U� cJ�.�...� - S WPGrIC ° i LD -14 o o ° ° o `RRLN .�J 4.."'.."'..' "'..-----...... H4"4•" 3 f i t tMC STAMM&c [ i j �72 EM C2 VIA M,UTIO' SENSOR C2 C2 C2 C2 C2 C2: ! S A°iG -'-- t S2 DOCK LIGHT LD -1,,3,5,7 La -1 - - --- (------.-......_.._._ .. - --- - _.._ - -- - - --------------------- -._-------------- (, LDL 2,4 60C1_LEVELER , HA -5 Ln VIA Mo sa 7~ Op( C2 C2 C2. Bfr. C2 C2 C2 C2 SENSOR Eki 0 .)� i D-••2,24• C2F s VOno,,. DOCK LIGHgT 1! �- j 7 • L v -A s 1 — r ._... DOCK LEVELER F--�i �^�. < 1� ON (, r�� l j �� / i S2 I - _1.4F`r-�.11� DOCS: LIGH f" --- /I j .. i ,, %} --- .......................... . - -__._._ _ — 'ls ' \ _ VIA MOT 10 C? ( I LOADING aN�' C cit.{ i Q {/�� ��gy C2 rC2 ! C2 C2 ! i , L j t�i <"` G2 \�' / /1� C2 JJC2 SENSOR C2 I LC -2.4.6 Ltd -'2.4. LOC! LEVELER t 1C' ,pN ; � '� /� _� _-- I PRO/::) s DOCK LIGHT y,l!�R011) Ql 2'9• `l /j r) < X L 1 5 4A SF ,- ------- - ----- ..... °` 1 LIJ LA -1 d/ ` �, _.._.____--..._--------- "`._•--..-_- ROUGH IN T 2� J8 Em EM VIA Iw�;a7la SENSO C2N,, LLFt LGFiC a FOR PANIC C2 C2 ( BUTTON C2F- C2 C2 C2 C2E C• �� o - HA, -22 - ---- _........ _- ----------- ---.........--------... _..... ......... _...._..._..__..-. l - H,��-13 s ( OC2 OC2 VIA VOTIO�fQ SENSOR OC2 I i d" a1� s i i i C2 C2 _ ---(N j �FC�h T P��fEL L. C2 HA-- C2 LA -5 LC--?` H�—� 3 C2 (N) PANEL. HA. �.A-1 �I---.-(N)TRANSFORMERTai§ H PANEL LA x x x A 2 I 1113 �I A-13 GFIC � EM !A k4CTION S`�NSOR i C2 2 C2 : C2 �2 - - - --- -- ---! pa UNIM m I I I WP Fj' LA" ®10,12 GFIC 1 - - - - I H11-1�1 — HAND HOLE, CONNECT BOND) 'WIRE 20' POLE --- TO POLE AT HAND HOLE & RETURN 1O SERVICE PANEL L FULLBASE COVER __..... -........-- --fINISH t C2 C2 GROUT AROUND POLE SASE At. -TER PUMa ANCHOR FPER0L1011TING ' 1✓ V � }� RALE v�._..._.-..-..._.._.-..�_... _..� TIES HOOP Q TOP 4 HOOP TIES A0� Q 12" O.C. 1 HA --15 Yii 31� 1I l J—, ViA MOTION Ir.;, 11 Ln Ali U Ul=ll sGNsoR i'l u'j ` t EmOC2 C2E C 2 I LI j I'V _ ' I_L - Ate{ ill i �_........... }}� r 4- VERTICAL Re.BARS P \ ' 24. I C2 C2 C2 C2 C2 j ! P � DETAIL _ f -------------------- W I v •L 1 Y Y V(/V��C Cir C �� W J• J• \ �E 1 P RT, LC RT LA -2.4'6 F \ J r v \ \ L W L Y `• #10 I \'�'\ Y J Y•'. ..♦ ♦� ,Y W 3. Y W ' PERMIT # 2%1C_—Q FIT— BUTTE COUNTY DEVELOPMENT SERVICES S� I T E F Lu^ u' R 'r L "A' N' W A R E H U S.) E P 0 RVIEWE W E /IPFOR COD O CE SCIS: 1 e 1 DATE BY 0 0 ■ T., 1� E 1 !R G R - 5:.)" MAIN STREET, SUITE 300 CHICO, CA. 95928 53t)} 891--1710 (530) 891---0138 FAX http: //www.nr-,irdesign.com in CO NIS U'LTANT'S 40 ,A.q %L Bosley Electric COM LRC1AL AND iNDUSTtRIAL SERVtCE AND C0NTi2ACTING 935 Arder. Way (916) 5136-5180 Sacramento, CA 95815 FAX (916) 578--5183 CA License No. 379245 NV License No. 0038979 THESE PLANS HAVE BEEN PREPARED BY BOSLEY E'LEC•IRIC FOR T1MR EXCLUSIVE USE 1N ACCORDANCE WITH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO BE USED FOR THE PURPOSE OF BIDDING OR INSTALLATION BY A14Y OTHER CONTRACTOR. IPROJE1CT EANI A PROPOSED MAINTENANCE RUiLD NG FOR UN`A/ E ST LU N G C0M'1_3A N Y 507 BANNOCK ST. BIGGS, CALIFORNIA 01 IN ITE -FLOOD: PLAN WAREHOUSE POWER IN DRAWINCI STATI')S CD SET PERMIT RESi3BMrrTAL vis ic)N's �v37i Drsf rLE'1ijon By .telLe ..... ... ..... .. ..... _.... ...._..._.-------—.— .... ................ // REVISIONS PER PLAN CHECK L$_ #812-0177 PC#1 3-1-12 Z�X'Fa.!1'I2 By ((AC r.1he SGC By D) t.e Drawn 03/20/12 SCc,.}e AS NOTED Posle y Job # 2112-12 No. E-4.1 .1 e� On / / o VP BUILDINGS VARCO PRUDEN a division of BlueScope Buildings North America, Inc. DRAWING INDEX DRAWING TITLE PAGES Cover Sheet 1 Notes 2 Anchor Rod Plan 3-5 Primary Structural 6-18 Secondary Structural 19-31 Covering 32-34 Special Drawings 35936 Standard Erection Details Planograph Details 37 DRAWING RELEASE HISTORY TYPE DATE DESCRIPTION ANCHOR ROD PLAN &DETAIL 5/28/2012 FOR CONSTRUCTION PERMIT DRAWINGS 15/28/2012 I PERMIT SET- For Building Dept. Approval I S f LF -c- t /'c L. t N S 1;> L% C. TL o IJ )2 L= Chu i e-'✓> F --ca 0-l�- S T- N2c= .s 'rt -k 13 d L ---r- s VP Buildings 3200 Players Club Circle Memphis TN 38125 HE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP F VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE Y VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. ft OMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR ERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 5/24/2012 r_�r_Sq �6�0 �" SAR( eertifle a 12:53:34 MATERIALS 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING GENERAL NOTES ASTM DESIGNATION A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A709, A992 A529, A572, A588, A709, A992 A500 A653, A792 A325 & A490 BOLT TIGHTENING REQUIREMENTS GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. ALL A490 BOLTS SHALL BE "PRE -TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE "SNUG -TIGHT" EXCEPT AS FOLLOWS; PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY. PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS. PRE -TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. PRE -TENSION ANY CONNECTION WITH DESIGNATION A325 -SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE -TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS. CODES AND LOADS WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. Building Code: 2010 CBC Based on Building Code:: 2009 International Building Code A: Building Use:Standard Occupancy Structure, Collateral Gravity: 3.00 psf (Not Including bldg wt) B: Building Use:Standard Occupancy Structure, Collateral Gravity: 3.00 psf (Not Including bldg wt) LIVE LOADS AND RAINFALL Roof Live Load 20.00 psf (Reducible) Rainfall: 4.00 inches per hour CONCRETE FOUNDATIONS Compressive Strength (Min.) - fc: 3000 psi SNOW LOAD Ground Snow: 0.00 psf, Flat Roof Snow: 0.00 psf, Design Snow (Sloped): 0.00 psf Snow Exposure Category (Factor): 1 Fully Exposed (0.90) Snow Importance: 1.000 Thermal Category (Factor): Heated (1.00) WIND LOAD The 'Low Rise' Method is Used Wind Speed: 85.00 mph, Wind Exposure: C Basic Wind Pressure: 15.64 psf Wind Importance Factor: 1.000, FT= Topographic Factor: 1.0000 Wind Enclosure: Enclosed, 0.180 Note: All windows, doors, skylights and other covered openings must be designed for the specified above wind loads EARTHQUAKE DESIGN DATA Lateral Force Resisting Systems using Equivalent Force Procedure Mapped Spectral Response - Ss:53.60 %g, S1:22.40 %g Seismic Design Category: D (See Bolt Tightening Note Above) Seismic Snow Load: 0.00 psf Seismic Importance: 1.000 Soil Profile Type: Stiff soil (D, 4) Design Spectral Response - Sds: 0.4900, Sd1: 0.2915 Ordinary Steel Moment Frames Frame Redundancy Factor:1.3000 Framing R -Factor: 3.5000, Frame Seismic Factor (Cs): 0.1400, Design Base Shear = 0.1400 W Ordinary Steel Concentric Braced Frames Brace Redundancy Factor:1.3000 Bracing R -Factor: 3.2500, Brace Seismic Factor (Cs): 0.1508, Design Base Shear = 0.1508 W CGREDITE COVER SHEET BUILDER BCM Construction Company, Inc CUSTOMER Sunwest LOCATION Biggs, California PROJECT Sunwest BUILDERS PO# MINI` 4515 Sunwest rev -1 JOBNO 12-8017 DATE FVARCOP�RUDEN DINGS 5/28/2012 DRAWN/CHECK MKK GRR PAGE VPC VERSION: 2012.2b 1 a aivision or csiueacope rswiai ivor<n Hmenca, inc. PERMIT # �^ Q BUTTE COUNtY DEVELOPMENT SERVICES REVIEWED FOR COD C MPLIANCE DATE_ gy BUILDER/CONTRACTOR RESPONSIBILITIES VP Buildings follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. VP Buildings standard product specifications, design, fabrication, quality criteria shall govern all work unless stipulated otherwise in the contract documents. In case of discrepancies between VP Buildings structural plans and plans for other trades, VP Building structural plans shall govern. It is the responsibility of the Builder to obtain approvals and permits from all governing agencies and jurisdictions as required. Approval of VP Building drawings constitutes the builders acceptance of VP interpretation of the contract purchase order. Unless specific design criteria concerning interface design and details are furnished as part of the contract, VP Buildings design assumptions shall govern. VP engineers are not Project Engineers or Engineer of Record for the overall project. VP engineering supply sealed engineering design data and drawings for VP supplied material as part of the overall project for use by others to obtain permits, approvals, and coordinate with other trades. The Builder or A/E firm are responsible for the overall project coordination, including coordination with appropriate inspection and testing agencies. All interface and/or compatibility of any materials not furnished by VP are to be considered and coordinated by the builder or A/E firm. CONSTRUCTION & ERECTION RESPONSIBILITY The Builder is responsible for construction in strict accordance with VP Buildings "FOR CONSTRUCTION" drawings and all applicable product installation guides. VP is not responsible for work done from any other VP drawings that are not marked "FOR CONSTRUCTION", nor any drawings prepared by others. As erected field assemblies of members shall be as specified in 2006 MBMA Metal Building Systems Manual Sec. 6 (in Canada - CSA S16-01 Clause 29.7), which generally require L/500 tolerance of assembled members.* *For buildings with top riding bridge cranes see Crane Data drawing for column plumb tolerance. The building erector shall be properly licensed and experienced in erecting metal building systems. The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirements and all other governing site safety criteria. The builder is responsible for designing, supplying, locating and installing temporary supports and bracing during erection of the building. VP bracing is designed for code required loads after building completion and shall not be considered as adequate erection bracing. See Erection Guide. EXISTING STRUCTURES VP must be advised of any existing structure that is within 20 ft. of VP's building. Loadings of both buildings may be affected when adjacent buildings are within this distance. VP cannot be responsible for the design or loading of existing buildings. BRACING Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be taken while tightening brace rods so as not to cause accidental or misalignment of components. All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles it may be necessary to support the rod at mid -bay by suspending it from a secondary member. Bracing for seismic or wind loading of objects or equipment that are not a part of the VP structure must be designed by a qualified professional to deliver lateral loads to primary frames and rod bracing struts. Equipment bracing and suspension connections must not impose torsion or minor axis loads, or cause local distortion in any VP components. VP accepts no responsibility for design or installation of bracing systems not furnished by VP. FIELD WELDING All field welding shall be done at the direction of a design professional, and done in accordance with governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the welding as directed by the applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding variation specified. Unless otherwise approved, use E70ksi yield, low hydrogen electrodes. The contractor shall provide for any special welding inspection as required by code. DELIVERIES It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays. Claims for damage or shorts MUST be noted on the Bill -of -Lading or delivery receipt and filed against the carrier by the consignee as per VP's Terms of Sales (F.O.B. Plant) under the Uniform Commercial Code. It is critical that damages or shorts be noted on the Bill -of -Lading or you have little recourse with the carrier. Immediately upon delivery of material, material quantities are verified by the Builder against quantities billed on the shipping document. Neither the Manufacturer nor the carrier is responsible for material shortages against quantities billed on the shipping document if such shortages are not noted on the shipping documents upon delivery of material and acknowledged by the carriers agent. For materials concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking. Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to provide drainage of trapped moisture. See Erection Guide for proper job site storage procedure. SEALANTS Sealants shall be applied in strict accordance with VP details or weather tightness will be compromised. Sealant must be applied in temperatures and weather conditions consistent with labeling. Butyl Sealants - Service Temperature Range (Degrees): Min -60F (-51C); Max 220F (104C) Tape sealants - Service Temperature Range (Degrees): Min -60F (-51C); Max 212F (100C) INDEPENDENT MEZZANINES Independent mezzanines must be designed by a professional engineer. The engineer must ensure that proper isolation from the VP building has been provided to avoid structural damage due to differential movements, or inadvertently apply loads to the VP structure. VP accepts no responsibility for the design of the independent mezzanine. FIRE CODE COMPLIANCE It is the responsibility of the project design professional and builder to comply with local fire code regulations including consideration of, but not limited to, building use and occupancy, all building construction materials, separation requirements, egress requirements, fire protection systems, etc. Builder shall advise VP of any special requirements to be furnished by VP. SSR roof fire tested to ASTM E108 -93 -Class A rating. VP steel roof systems are defined by IBC as Fire Class A roof assemblies (Sec 1505.2). VP SSR steel roof systems are available for FM Class 1 fire rating. UL 263 approved fire rated assemblies listed as Design No. P265, P268 and P516. FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by VP Building engineers, or other licensed structural engineer. This includes, but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc. The owner shall not impose loads to this structure beyond what is specified for this building in the contract documents. VP Buildings, Inc. accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure. If the builder intends to invoice VP Buildings for modifications in excess of $1000, The builder must notify VP Buildings immediately, and obtain a Work Authorization from VP Buildings prior to proceeding. All final claims must be submitted to VP Buildings with all supporting documentation within 30 days of the building completion. Claims submitted without work authorizations, or after 30 days will not be accepted . Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling, chipping / cutting and minor welding are considered by Code of Standard Practice to be part of erection are not subject to claim reimbursement. CONCRETE/MASONRY/CONVENTIONAL STUD WALLS The engineer responsible for the design of the wall system is responsible for coordinating with, or specifying to VP Buildings, any wall to steel compatibility issues such as drift and deflection compatibility, special base details, and wall to VP steel connections. All fasteners, sealant and counter flashing of wall systems are to be provided by contractor. The engineer responsible for the wall shall design the anchorage to VP supporting elements consistent with Code required forces including ASCE7-05 Sec, 12.11. PANELS Oil canning is an inherent characteristic of cold formed steel panels. It is the result of several factors that include induced stresses in the raw material delivered to VP, fabrication methods, installation procedures, and post installation thermal forces. Thru fastened panels will exhibit some dimpling when installed, especially when insulation is installed between panels and secondary supports. Dimpling can be minimized by careful installation, taking care not to over drive fasteners. Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then springing back into place. All panels experience this action to some degree, especially with concealed clip standing seam panels. Roof rumble noise may be minimized by providing a layer of blanket insulation between the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels and is not grounds for rejection of panels. The standing seam joint detail is designed with an interlocking feature for ease of installation. However, it is imperative that installed SSR/SLR panels be secured to the secondary structural members and properly seamed prior to departure from the job site each day. SKYLIGHTS VP's Tuflites and VP's domed skylight have been tested to support a 300 Ib. load over a 1 sq. ft.. area, as well as uniform gravity and uplift load test. Local building departments may require added fall restraint due to conditions that may affect the skylight structural integrity. It is the responsibility of the builder to determine and provide any added fall restraint under the skylight as may be required by your building department. RAIN WATER RUNOFF Drainage systems must be designed by the project professional to comply with code requirements. VP is not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary drains are provided as required for the required rain intensity at the building perimeter and at valley conditions to prevent ponding. STEEL SHOP COAT The purpose of VP's shop coat is to provide protection for the steel members during transportation, during temporary job site storage and during erection. Standard shop formulation is not designed to perform as a finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly drained during job site storage. It is the Builder's responsibility to ensure that if a finish coat is being applied over VP shop coat that the painting contractor verifies compatibility between his finish coat and VP's shop coat. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Fabricator Approvals IAS FA304; IAS FA377; IAS FA378; IAS FA388; IAS FA389; IAS FA409; IAS FA432; IAS FA455; IAS FA456; Los Angeles, CA #FB00031; CITY OF HOUSTON 767 Canadian CSA A660 Certifications VPBMOO; VPBWI9; BUTPAO; BUTNCO; BUTCAO; HCISTO Engineering Certifications of Authorization USA--AR#576; FL#28566; ID#C-2470; IL#184-002649; KS#E-29; MS#E-0592; MO#E-2010007736; NC#F-0998; OK#CA417OPE; SD#C-1787; TX#F4828; WV#C03059-00 CAN--AB#P08900; NS#30123; YT#PP134 ICC Evaluation Reports (www.icc-es.org) SSR Roof System - #ER -5621 TufLites- ER -5048 State of Florida Product Approvals (www.floridabuilding.org) Approved Products Listed Under VP Buildings, Inc. VP TextureClad - See Transamerican Structuroc, Inc. Dade Co. Product Approval(www.miamidade.gov/buildingcode) Approved Products Listed Under Varco Pruden Buildings, Inc. VP TextureClad - See Transamerican Structuroc, Inc. Underwriter's Laboratory Approvals SSR Roof-UL#TGKX-113; SSR Composite Roof Class 90-UL#TGKX-113A; SSR Roof w/Super Block Class 90-UL#TGKX-328; Panel Rib Roof UL Class 60-UL#TGKX-60; Panel Rib Roof UL Class 90-UL#TGKX-64; VP SLR/AEP SL Roof Class 90-UL#TGKX-90 Factory Mutual Approved Assemblies ( Available Only When Specified In Contact) SSR Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SSR (0.0227" Nominal), is available in Class 1-60,1-75,1-90. 22Ga SSR (0.0277" Nominal), is available in Class 1-75, 1-90-,1-120. SLR Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SLR (0.0227" Nominal), is available in Class 1-75 and 1-120. Army Corps Of Engineers SSR Roof System - CEGS 07416 SLR Roof System - (AEP -SPAN; SPAN-LOK) - CEGS 07416 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. FOR CONSTRUCTION VP Buildings 3200 Players Club Circle Memphis TN 38125 Erection Notes REV DATE BY DESCRIPTION BUILDER BCM Construction Company, Inc CUSTOMER Sunwest LOCATION Biggs, California PROJECT Sunwest NTS BUILDERS PO# 5/24/2012 12:53:35 FILENAME: 4515 Sunwest rev -1 JOBNO 12-8017 DATE VP BUILDINGS 5/28/2012 VARco PRUDEN DRAWN/CHECK MKK GRR A BlueScope Steel Company PAGE VPC VERSION: 2012.2b 2 a division of BlueScope Buildings North America, Inc. PERMIT # d� BUTTCOUNTY DEVELOPMENT SERVICES REVIEWED FOR C09E�p MPLIANC DATE C. BY Tf- 2 3 4 5 6 7 8 8.7 9 209'-8" 28'-0" 26'-0"--�` 26'-0" 26'-0" 26'-0"— 26'-0" 26'-0" 25'-8" I <*> <*> DO om CD BL BL 53'-0" 27'-0" 26'-0" I' 26'-0 132'-0" ANCHOR ROD PLAN 26'-0" BL 27'-0"— /1 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) *> THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT I: BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE WORK PRODUCT OF VP AND DESIGN AND PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED PERFORMANCE REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE APPROVAL OF VP BUILDINGS. PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY OR COMPONENT FURNISHED BY VP EXCEPT TO ANY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED I DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING BY VP. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. L VP Buildings 3200 Players Club Circle REV DATE BY NTS 5/24/2012 0 0 I N I Ln N Memphis TN 38125 DESCRIPTION 12:53:36 FOR CONSTRUCTION ANCHOR ROD PLAN BUILDER BCM Construction Company, Inc VP BUILDINGS VARCO PRUDEN JOBNO 12-8017 CUSTOMER Sunwest DATE 5/28/201 2 LOCATION Biggs, California DRAW/N/CHECK MI"\K CRR PROJECT Sunwest A BlueScope Steel Company VPC VERSION. 2 01 2.2 b -r-% r -N PACE 3 � r.., -% BUILDERS PO# FILENAME: 4515 Sunwest rev—'I a diVISJOpEPrAr4fe�,cope e isu+nys !UT Lk�IItii3u--i'11 ! ' BUTTECOUN DEVELOPMENT SERVICES REVIEWED FOR CODE C f0/IPLIAN DATE BY 305mm 305mm 305mm 305mm O E N N � E O 0 \ \ ^I Ln N N N-4- O E -�- — 0 0 E (3-1 iLn E \N E N E 0-)\ \ 0 4„ 5„ -A-4„ 5„ � N N Q0 m-I 102mm 127mm I� 102mm 127mm 2 1 2" 2 1 2" 2 1 2" 2 1 2" " / / / / 2 1 /2 2 1 /2 64mm 64mm 64mm 64mm 64mm 64mm FL FL FL D1 (4)3/4" Dia. GR36 A.Rods D2 (4)3/4" Dia. GR36 A.Rods D3 (4)3/4" Dia. GR36 A.Rods D4 (4)3/4" Dia. GR36 A.Rods D5 (4)1" Dia. GR36 A.Rods Plate W=8" L=1'-4" Plate W=8" L=11" Plate W=8" L=1'-1" Plate W=9" L=1'-1" Plate W=9" L=1'-1" Elev.=99'-2" Elev.=99'-2" Elev.=99'-2" Elev.=99'-2" Elev.=99'-2" 305mm 305mm c 0 0 o f o f o f E I E I E LO E 0 E 0 E + o E E 0 2 1 /2 (64mm) E 0 2 112" (64mm) E 0 0 2 1 /2" (64mm)0 0 2 1/2" (64mm) 0 C: E E E ° E In n `O `0 'I" N 2 112" 2 1/2" cn 2 1 /2" 2 1 /2" 64mm 64mm 64mm I 64mm 2 112" 2 112" 2 1/2 2 1/211 2 112" 2 1/2" 64mm 64mm 64mm 64mm 64mm 64mm FL FL L D6 (4)3/4" Dia. GR36 A.Rods D7 (4)3/4" Dia. GR36 A.Rods D8 (4)3/4" Dia. GR36 A.Rods D9 (4)3/4" Dia. GR36 A.Rods D10 (4)3/4" Dia. GR36 A.Rods Plate W=9" L=1'-1" Plate W=10" L=1'-5" Plate W=9" L=1'-1" Plate W=9" L=11" Plate W=8" L=1'-1" Elev.=99'-2" Elev.=99'-2" Elev.=99'-2" Elev.=99'-2" Elev.=100'-1 1/2" PERMIT #� BUTTt COUNTY DEVELOPMENT SERVICES REVIEWED FOR COD C MPLIANCE DATE � BY FOR CONSTRUCTION THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings THE WORK PRODUCT OF VP AND DESIGN BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ANCHOR ROD PLAN — DETAILS AND PERFORMANCE REQUIREMENTS APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 SPECIFIED BY VP. THE VP ENGINEER'S FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION BUILDER BCM Construction Company, Inc JOBNO SEAL DOES NOT APPLY TO THE CUSTOMER 12-8017 PERFORMANCE OR DESIGN OF ANY OTHER THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE Sunwest DATE 5/28/2012 PRODUCT OR COMPONENT FURNISHED BY VP GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION Biggs, California VP BUILDINGS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS VARCO PRUDEN DRAWN/CHECK EXCEPT TO ANY DESIGN OR PERFORMANCE PROJECT Sunwest MKK ORR ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, A BlueScope Steel Company PAGE REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS BUILDERS Ro# VPC VERSION: 2012.2b 4 279mm 305mm 2 1/2 " (64mm) � PROJECTION (U.O.N.) N N E BOTTOM OF COLUMN �E � �� �L BASE PLATE ELEV. N N NE O E TW F \ N 3" 3 1 /2" -j- 4„ 5" 00 N N 76mm 89mm m -u 102mm 127mm 2 1/2" 2 1/2" 2 1/2" 2 1/2' 64mm 64mm 64mm 64mm FL FL TYPICAL ANCHOR D11 (4)3/4" Dia. GR36 A.Rods D12 (4)3/4" Dia. GR36 A.Rods D13 (4)3/4" Dia. GR36 A.Rods D14 (4)3/4" Dia. GR36 A.Rods Plate W=8" L=10" Plate W=8" L=1'-2" Plate W=8" L=11" Plate W=8" L=1'-1" R O D PROJECTION Elev.=114'-0" Elev.=99'-2" Elev.=100'-1 1/2" Elev.=100'-1 1/2" 1. CONCRETE, GROUT, ANCHOR RODS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS. 2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (EY=36KS1). `L ANCHOR ROD LENGTH, EFFECTS OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD OF TRANSFERRING VARIES FORCES FROM ANCHOR RODS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. BOTTOM OF COLUMN 3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DETAILED WITH A PITCH AND GAGE OF 5 INCHES BASE PLATE ASSUMING "CAST—IN—PLACE" ANCHOR RODS WITH "SNUG TIGHT" CONNECTIONS. 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. 5. THE BUILDER IS RESPONSIBLE FOR ACCURATE SETTING STD = 1/2" (13mm) OF ANCHOR RODS WITHIN INDIVIDUAL COLUMN ROD GROUPS —TOLERANCE +-1/8". DIMENSIONS BETWEEN FLUSH = 0>> (Omm) ANCHOR ROD GROUPS — TOLERANCE +-1/4". ERECTION OF STEEL COMPONENTS MUST BE STRAIGHT AND PLUMB PER MBMA CODE OF STANDARD PRACTICE. TYPICAL COLUMN 6. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT. BASE PLATE D ETA 1 PERMIT#� -7 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C E OMPLIANCE DATE BY�— L Tf FOR CONSTRUCTION THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings THE WORK PRODUCT OF VP AND DESIGN BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ANCHOR ROD PLAN D ETA LS AND PERFORMANCE REQUIREMENTS APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 SPECIFIED BY VP. THE VP ENGINEER'S FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REv DATE BY DESCRIPTION BUILDER BCM Construction Company Inc JOBNO SEAL DOES NOT APPLY TO THE CUSTOMER 12-8017 PERFORMANCE OR DESIGN OF ANY OTHER THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE Sunwest DATE PRODUCT OR COMPONENT FURNISHED BY VP GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION Biggs, California VP BUILDINGS 5/28/2012 EXCEPT TO ANY DESIGN OR PERFORMANCE DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS PROJECT vARco PRUDEN DRAWN/CHECK ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, Sunwest MKK GRR REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS BUILDERS PO# A BlueScope Steel Company PAGE VPC VERSION: 2012.2b 5 5/24/2012 12:53:38 FILENAME: 4515 Sunwest rev -1 a division of BlueScope Buildings North America, Inc. Frame Member Schedule molt Connection & Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.Weight Detail Id Qty ASTM Bolt Bolt Plate Rows Rows Washer Horiz. Clearance between members 1(CX001) and 21(CX002): 136'-6" CX001 1 6.0000 .2500 .1345 1'-3" 1'-3" 31'-4 3/8" 559# Dia. Length Thick. Out In Vert. Clearance at member 1(CX001): 30'-6 3/8" RBX001 2 6.0000 .2500 .1345 9" 9" 25'-0 3/4" 367# A 4 A325 1/2" 1 1 /2" 3/8" 1 1 Yes Vert. Clearance at member 21(CX002): 23'-0" 3 6.0000 .2500 .1345 9" 9" B 8 A325 1/2" 1 1/2" 1/4" 2 2 Yes Vert. Clearance at member 22(FPX001): 32'-3 3/4" 4 6.0000 .2500 .1345 9" 9" C 4 A325 1/2" 1 1/2" 1/4" 1 1 Yes Vert. Clearance at member 23(EPX002): 30'-7 3/4" 5 6.0000 .2500 .1345 9" 9" D 6 A325 1/2" 1 1/2" 1/4" 2 1 Yes Vert. Clearance at member 24(EPX003): 28'-8 7/16" RBX002 6 5.0000 .1345 .1345 9" 9" 17'-8 13/16" 162# Vert. Clearance at member 25(EPX004): 26'-9 1/8" 7 5.0000 .1345 .1345 9" 9" Vert. Clearance at member 26(EPX005): 24'-9 3/4" RBX003 8 6.0000 .2500 .1345 9" 9" 22'-10 15/16" 335# Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 9 6.0000 .2500 .1345 9" 9" 10 6.0000 .2500 .1345 9" 9" RBX004 11 6.0000 .2500 .1345 9" 9" 23'-10 3/4" 348# 12 6.0000 .2500 .1345 9" 9" 13 6.0000 .2500 .1345 9" 9" RBX005 14 6.0000 .2500 .1345 9" 9" 23'-4 7/8" 342# 15 6.0000 .2500 .1345 9" 9" 16 6.0000 .2500 .1345 9" 9" RBX006 17 6.0000 .2500 .1345 9" 9" 27'-5 1/8" 399# 18 6.0000 .2500 .1345 9" 9" 19 6.0000 .2500 .1345 9" 9" 20 6.0000 .2500 .1345 9" 9" CX002 21 6.0000 .2500 .1345 10" 10" 23'-9 15/16" 369# EPX001 22 6.0000 .5000 .1345 1'-0" 1'-0" 33'-2" 714# BR25A3 EPX002 23 8.0000 .2500 .3750 1'-0" 1'-0" 31'-6 1/8" 468# BR25A3 EPX003 24 8.0000 .2500 .1345 1'-0" 1'-0" 29'-6 3/4" 441# BR25CA EPX004 25 8.0000 .2500 .1345 1'-0" 1'-0" 27'-7 7/16" 415# BR25CA EPX005 26 8.0000 .2500 .1345 1'-0" 1'-0" 25-8 1/8" 387# BR25A3 I co I 9 33'-11" Ridge Ht. 8 4'-1" 7 4 @ 2'-2 112" 6 4 @ 2'-1 9/16" 5 2 @ 2'-6" 4 2 @ 5'-0" 3 1'-6 11/16" 2 V-3" 1 8 1/2" ❑ Dimension Key J C _-25-1 1/16" 1.000:12 C C L GFB2063 GFB2027 115'-4 13/16" 1.000:12 CD r)20 @ 5'-0„ r7 o O O N N r7 r7 N m m r7 r7 L.� Li M =--_O � O O r7 J r J GFB2037 GFB2006 99'-2" USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 99 -2- 99 -2 yy -2 23'-4" �' 23'-4" 23'-4" 23'-4" 140'-0" FRAME CROSS SECTION AT FRAME LINE(S) 1 GFB or HFB with * must use bearing plate JCP051140 (see Detail BR25DH) Shape Name = A Wall 4, Frame ti��A 23'-4" THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT 1 VP Buildings WORK PRODUCT OF VP AND DESIGN AND PROVIDED SOLELY FOR ERECTING THE BUILDING . DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN 3200 Players Club Circle THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE APPROVAL OF VP BUILDINGS. REV DATE BY PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY OR COMPONENT FURNISHED BY VP EXCEPT TO ANY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAININ BY VP. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. E I I NTS NJWA 23'-4" I d - N 1 PERMIT # ) 12 0 n-) BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO C MPLIRNCE DATE � BY c PERMIT SET- For Building Dept. Approval Memphis TN 38125 FRAME CROSS SECTION AT FRAME NE(S) 1 DESCRIPTION BUILDER BCM Construction Company, Inc JOBNO 12-8017 CUSTOMER Sunwest V/P7 DATE LOCATION Biggs, California gVARCO BUILDINGS 5/28/2012 PROJECT PRUDEN DRAWN/CHECK Sunwest MKK GRR BUILDERS PO# A BlueScope Steel Company PAGE VPC VERSION: 2012.2b 7 5/24/2U1 2 1 2:5.5:4U rIL_t""'VIt: 451 5 Sunwest rev -1 a division of BlueScope Buildings North America, Inc. 0Frame Member Schedule 0'-0" Vert. Clearance at member l(CX005): 28'-8 1/16" 9 Vert. Clearance at member 12(CX006): 21'-2 5/8" molt Connection &Plate Schedule 5 PURLI Vert. Clearance at member l (CX019): 23'-3 5/8" Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Detail Id Qty ASTM Bolt Bolt Plate Rows Rows Washer CX005 1 8.0000 .3750 .1644 1'-0" 2'-6" 32'-2 3/8" 1148# Dia. Length Thick. Out In RBX012 2 5.0000 .3125 .1644 2'-8" V-10" 22'-1 1/16" 553# A 10 A325 3/4" 2 1/2" 5/8" 3 2 Yes 3 5.0000 .2500 .1345 V-10" V-10" B 10 A325 3/4" 2 1/2" 3/8" 2 3 Yes RBX013 4 5.0000 .3125 .1345 V-10" V-10" 35'-0" 727# C 12 A325 3/4" 2 1/2" 3/8" 3 3 Yes 5 5.0000 .2500 .1345 V-10" V-10" D 6 A325 3/4" 2 112" 1/2" 2 1 Yes RBX014 6 6.0000 .3125 .1875 1'-10" 3'-0" 22'-8 9/16" 822# E 8 A325 3/4" 2 1/2" 3/8" 2 2 Yes 7 6.0000 .3125 .1875 3'-0" l'-2" F 14 A325 7/8" 3 1/2" 5/8" 3 4 Yes RBX015 8 5.0000 .2500 .1345 1'-2" 2'-2" 34'-11 15/16" 768# G 2 A325 7/8" 3 1/2" 3/8" 1 - Yes 9 5.0000 .3125 .1345 2'-2" 2'-2" J 12 A325 3/4" 2 1/2" 5/8" 2 4 Yes RBX016 10 5.0000 .2500 .1345 2'-2" 2'-2" 22'-8" 646# K 16 A325 3/4" 2 1/2" 5/8" 4 4 Yes 11 5.0000 .3125 .1644 2'-2" 2'-8" L 4 A325 3/4" 2 1/2" 3/8" 2 - Yes CX006 12 8.0000 .3750 .1644 l'-0" 2'-7" 22'-0 5/8" 782# M 2 A325 3/4" 2 1/2" ICX002 13 9.0000 .5000 .1875 1'-4" l'-4" 27'-4 7/8" 1117# CX019 1 6.0000 .2500 .1345 1'-0" 1'-0" 23'-7 5/8" 394# RBX042 2 6.0000 .3750 .1644 l'-2" 2'-2" 19'-7 1/16" 713# 3 6.0000 .5000 .1875 2'-2" 2'-10" RBX043 4 8.0000 .5000 .1875 2'-10" 3'-4" 25'-0" 1372# RBX044 5 8.0000 .5000 .1875 3'-4" 2'-10" 25'-0" 1375# RBX045 6 6.0000 .5000 .1875 2'-10" 2'-1" 19'-7 13/16" 710# 7 6.0000 .3750 .1644 2'-1" 1'-4 5/16" EPX006 8 5.0000 .1345 .1345 9" 9" 8'-8 3/16" 52# BR25CA EPX007 9 6.0000 .2500 .1345 l'-0" l'-0" 25'-3 5/16" 272# BR25CA EPX008 10 6.0000 .2500 .1345 1'-1" 1'-1" 27'-3 9/16" 307# BR25CA SBX001 13 5.0000 .1345 .1345 7" 7„ 4'-11 " 41# T-25-1 1/16" Frame Clearances Horiz. Clearance between members l (CX005) and 12(CX006): 133'-5 15/16" NOTE: ALL ARE A325 3/4" X 2 1/2" BOLTS U.N.O. 0'-0" Vert. Clearance at member l(CX005): 28'-8 1/16" 9 Vert. Clearance at member 12(CX006): 21'-2 5/8" 7 Vert. Clearance at member 13(ICX002): 26'-6" 5 PURLI Vert. Clearance at member l (CX019): 23'-3 5/8" 2 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) I 90'-3 3/4" 1.000:12 I I 16 @ 5-0„ CD CCD D o � N N p r 1- 00 m m m N CD O r M o w m w w m o m o 0 n o NCD w CD -CDM o A 115'-4 13/16" 1.000:12 21 @ 5'-0°---_- 12'-1 7/16"- ENDPOST TO SBX CONNECTION DETAILS "Hip 25'-3" 13 4 @ 2'-2 1/4" 12 0'-0" 11 V-10" 10 3'-3" 9 33'-11" 8 4'-1" 7 2 @ 4'-5 1/16" 6 4 @ 2'-1 9/16" 5 2 @ 2'-6" 4 2 @ 5'-0" 3 l'-6 11/16" 2 l'-3" 1 8 1/2" ❑ Dimension Key USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 25'-3" 19'-6" 20'-0" •1 1 70'-0" FRAME CROSS SECTION AT FRAME LINE(S) 3 GFB or HFB with * must use bearing plate JCP051140 (see Detail BR25DH) 140'-0" 70'-0" (2)GFB4007 GFB3050 M cc I d - O cll� I PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CC -®E C MPLIRNGE DATES BY Shape Name = A Wall 4, Frame 3, Shape = B Wall 4, Frame 1 PERMIT SET - For Building Dept . A p p ro v a l THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT I PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings 3200 Pla ers Club Circle Memphis TN 38125 y p FRAME CROSS SECTION AT FRAME LINE(S) J� REV DATE BY DESCRIPTION BUILDER BCM Construction Company, Inc JOBNO 1 2- 12 8017 PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAININ TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Sunwest VP BUILDINGS vaRco PRuoEN DATE 5/28/2012 LOCATION Biggs, California DRAWN/CHECK MKK GRR PROJECT Sunwest A BlueScope Steel Company VPC VERSION: 2012.2b NTS BUILDERS PO# rniner. PAGE 9 .7/ Z.7/ zu I z I / "` ,,• `+j I J �)uriwttsL rtv- I u uivlaUlI vi oiucvwNc oU Ilya ivvi II-Uu, iii,,. OFrame Member Schedule Dia. A 12 A325 3/4" B 8 A325 3/4" Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth 3/4" F 8 Approx.Weight CX007 1 8.0000 .3750 .1644 1'-0" 2'-10" K 12 32'-2 3/4" 11/16" 1194# RBX017 2 5.0000 .2500 .1644 2'-10" 1'-10" 2 1/2" 21'-9 1 3/16" 525# Finished Floor Elevation = 3 5.0000 .2500 .1345 V-10" V-10" 4" 1" 2 RBX018 4 5.0000 .3125 .1345 V-10" V-10" - 35'-0" 727# 3/4" 5 5.0000 .2500 .1345 V-10" V-10" 5/8" 2 4 Yes RBX019 6 6.0000 .2500 .1875 V-10" 3'-3" 22'-8 1/2" 878# 7 6.0000 .3125 .1875 3'-3" V-5" RBX020 8 5.0000 .2500 .1345 1'-5" 2'-1" 35'-0" 762# 9 5.0000 .3125 .1345 2'-1 " 2'-1 " RBX021 10 5.0000 .2500 .1345 2'-1" 2'-1" 22'-8" 663# 11 5.0000 .3125 .1644 2'-1 " 2'-10" CX008 12 8.0000 .3750 .1644 1'-0" 2'-6" 21'-10 9/16" 764# ICXO03 13 9.0000 .5000 .1875 1'-4" 1'-4" 27'-2 7/16" 1169# CX020 1 5.0000 .2500 .1345 10" 10" 23'-7 7/16" 330# RBX046 2 6.0000 .3750 .1644 1'-2" 2'-2" 19'-9 1/16" 701# 3 6.0000 .5000 .1875 2'-2" 2'-9" RBX047 4 8.0000 .5000 .1875 2'-9" 3'-2" 25'-0" 1348# RBX048 5 8.0000 .5000 .1875 3'-2" 2'-9" 25'-0" 1352# RBX049 6 6.0000 .5000 .1875 2'-9" 2'-1" 19'-7 13/16" 706# 7 6.0000 .3750 .1644 2'-1" 1'-4 5/16" O Ln I 00 I (2)GFB20 GFB20 dolt Connection & Plate Schedule Id Qty ASTM Bolt Dia. A 12 A325 3/4" B 8 A325 3/4" C 12 A325 3/4" D 6 A325 3/4" E 16 A325 3/4" F 8 A325 1 1/4" G 2 A325 7/8" 1 10 A325 7/8" K 12 A325 3/4" L 2 A325 3/4" 90'-3 3/4" 1.000:12- ---16 @ 5'-0„ T T 1 1 16" 1.000:12 25 - � 0 --- 13 4 3 @ 5'- 115'-4 13/16" 1.000:12 21 @ 5'-0"----- N r M 11 N o oED O O CD r` 1-- O 5 O m M m m N O Cn OLn .11 11 2 @ 4'-4 1/2" 10 0'-0" 9 V-10" 8 3'-3" 7 33'-11" 6 4'-1" 5 2 @ 4'-5 1/16" 4 2 @ 4'-3 3/16" 3 1'-6 11/16" 2 1'-3" 1 8 1/2" ❑ Dimension Key USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 90'-0" 11 70'-0" FRAME CROSS SECTION AT FRAME LINE(S) 4 140'-0" Shape Name = A Wall 4, Frame 4 , Shape = B Wall 4, Frame 2 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT I VP Buildings WORK PRODUCT OF VP AND DESIGN AND PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN 3200 Players Club Circle THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE APPROVAL OF VP BUILDINGS. REV DATE BY PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY OR COMPONENT FURNISHED BY VP EXCEPT TO ANY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IE DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAININ BY VP. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS 70'-0" PERMIT SET (2)GFB4007 GFB3041 :1 PERMIT # BUTTE C 0NTYBUTTE c LINTY DEVELOPMENT REVIEWED FOR COD IMPLIANCE DATE By::f � r For For Bui ding Dept. Approva Memphis TN 38125 FRAME CROSS SECT ON AT FRAME LINE(S) 4 DESCRIPTION BUILDER BCM Construction Company, Inc JOBNO CUSTOMER 12-8017 Sunwest DATE LOCATION Biggs, California VP BUILDINGS 5/28/2012 PROJECT Sunwest VARCO PRUDEN DRAWN/CHECK MKK GRR BUILDERS PO# A BlueScope Steel Company PAGE VPC VERSION: 2012.2b 10 5/25/2012 10:54:26 FILENAME: 4515 Sunwest rev -1 a division of BlueScope Buildings North America, Inc. Frame Clearances Bolt Plate Rows Rows Washer Horiz. Clearance between members l (CX007) and 12(CX008): 133'-2 3/4" Length Thick. Out In Vert. Clearance at member l (CX007): 28'-4" 2 1/2" 1/2" 3 3 Yes Vert. Clearance at member 12(CX008): 21'-0 9/16" 2 1/2" 3/8" 2 2 Yes Vert. Clearance at member 13(ICX003): 26'-3 5/8" 2 1/2" 3/8" 3 3 Yes Vert. Clearance at member l(CX020): 23'-3 1/2" 2 1/2" 1/2" 1 2 Yes Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 2 1/2" 5/8" 4 4 Yes 4" 1" 2 2 Yes 3 1/2" 3/8" 1 - Yes 3 1/2" 3/4" 2 3 Yes 2 1/2" 5/8" 2 4 Yes 2 1/2" 3/8" 1 - Yes T T 1 1 16" 1.000:12 25 - � 0 --- 13 4 3 @ 5'- 115'-4 13/16" 1.000:12 21 @ 5'-0"----- N r M 11 N o oED O O CD r` 1-- O 5 O m M m m N O Cn OLn .11 11 2 @ 4'-4 1/2" 10 0'-0" 9 V-10" 8 3'-3" 7 33'-11" 6 4'-1" 5 2 @ 4'-5 1/16" 4 2 @ 4'-3 3/16" 3 1'-6 11/16" 2 1'-3" 1 8 1/2" ❑ Dimension Key USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 90'-0" 11 70'-0" FRAME CROSS SECTION AT FRAME LINE(S) 4 140'-0" Shape Name = A Wall 4, Frame 4 , Shape = B Wall 4, Frame 2 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT I VP Buildings WORK PRODUCT OF VP AND DESIGN AND PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN 3200 Players Club Circle THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE APPROVAL OF VP BUILDINGS. REV DATE BY PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY OR COMPONENT FURNISHED BY VP EXCEPT TO ANY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IE DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAININ BY VP. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS 70'-0" PERMIT SET (2)GFB4007 GFB3041 :1 PERMIT # BUTTE C 0NTYBUTTE c LINTY DEVELOPMENT REVIEWED FOR COD IMPLIANCE DATE By::f � r For For Bui ding Dept. Approva Memphis TN 38125 FRAME CROSS SECT ON AT FRAME LINE(S) 4 DESCRIPTION BUILDER BCM Construction Company, Inc JOBNO CUSTOMER 12-8017 Sunwest DATE LOCATION Biggs, California VP BUILDINGS 5/28/2012 PROJECT Sunwest VARCO PRUDEN DRAWN/CHECK MKK GRR BUILDERS PO# A BlueScope Steel Company PAGE VPC VERSION: 2012.2b 10 5/25/2012 10:54:26 FILENAME: 4515 Sunwest rev -1 a division of BlueScope Buildings North America, Inc. 0 Frame Member Schedule CBFrame Clearances OIt Connection &Plate Schedule Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Id Qty ASTM Bolt Bolt Plate Rows Rows Washer Horiz. Clearance between members l(CX009) and 12(CX010): 133'-2 3/4" CX009 1 8.0000 .3750 .1644 1'-0" 2'-10" 32'-2 11/16" 1193# Dia. Length Thick. Out In Vert. Clearance at member l(CX009): 28'-4" RBX022 2 5.0000 .2500 .1644 2'-10" V-10" 21'-9 3/16" 525# A 12 A325 3/4" 2 1/2" 1/2" 3 3 Yes Vert. Clearance at member 12(CX010): 21'-0 9/16" 3 5.0000 .2500 .1345 V-10" 1'-10" B 6 A325 3/4" 2 1/2" 3/8" 1 2 Yes Vert. Clearance at member 13(ICX004): 26'-3" RBX023 4 5.0000 .3125 .1345 1'-10" 1'-10" 35-0" 727# C 12 A325 3/4" 2 1/2" 3/8" 3 3 Yes Vert. Clearance at member l(CX021): 23'-3 5/8" 5 5.0000 .2500 .1345 1'-10" V-10" D 8 A325 3/4" 2 1/2" 3/8" 2 2 Yes Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) RBX024 6 6.0000 .2500 .1875 V-10" 3'-3" 23'-5 9/16" 866# E 6 A325 3/4" 2 1/2" 1/2" 1 2 Yes 7 6.0000 .3125 .1875 3'-3" 1'-5" F 16 A325 3/4" 2 1/2" 5/8" 4 4 Yes RBX025 8 5.0000 .2500 .1345 1'-5" 2'-1 " 35'-0" 762# G 2 A325 7/8" 3 1/2" 3/8" 1 - Yes 9 5.0000 .3125 .1345 2'-1 " 2'-1 " J 12 A325 3/4" 2 1/2" 5/8" 2 4 Yes RBX026 10 5.0000 .2500 .1345 2'-1 " 2'-1 " 21 '-11 " 643# K 10 A325 7/8" 3 1/2" 3/4" 2 3 Yes 11 5.0000 .3125 .1644 2'-1 " 2'-10" L 2 A325 3/4" 2 1/2" 3/8" 1 - Yes CX010 12 8.0000 .3750 .1644 1'-0" 2'-6" 21'-10 9/16" 767# ICX004 13 9.0000 .5000 .1875 V-4" V-4" 27'-1 3/4" 1107# CX021 1 5.0000 .2500 .1345 1'-0" 1'-0" 23'-7 5/8" 364# RBX035 2 6.0000 .3750 .1644 1'-2" 2'-2" 19'-7 13/16" 700# 3 6.0000 .5000 .1875 2'-2" 2'-9" RBX036 4 8.0000 .5000 .1875 2'-9" 3'-2" 25'-0" 1352# RBX050 5 8.0000 .5000 .1875 3'-2" 2'-9" 25'-0" 1351 # RBX051 6 6.0000 .5000 .1875 2'-9" 2'-1" 19'-7 1/16" 704# 7 6.0000 .3750 .1644 2'-1" 1'-4 5/8" A C J 25-1 1/16" 1.000:12 ---- 3 3 4 90'-3 3/4" 1.000:12 115'-4 13116":12 1.000:12 (2)GFB205 GFB205 �cli r` r` CD CD CN M 6 0 cv m r m � m m o M No `f' 5 cv O i m m � m d- �O M w (2)GFB4007 GFB3053 BL 11 2 @ 4'-4 1/2" 10 0'-0" 9 V-10" 8 3'-3" 7 33'-11" 6 4'-1" 5 2 @ 4'-5 1/16" 4 2 @ 4'-3 3/16" 3 1'-6 11/16" 2 1'-3" 1 8 1/2" ❑ Dimension Key USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 70'-0" 140'-0" BL FRAME CROSS SECTION AT FRAME LINE(S) 5 Shape Name = A Wall 4, Frame 5 , Shape = B Wall 4, Frame 3 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS VP Buildings WORK PRODUCT OF VP AND DESIGN AND PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN 3200 Players Club Circle THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE APPROVAL OF VP BUILDINGS. REV DATE BY PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY OR COMPONENT FURNISHED BY VP EXCEPT TO ANY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAININ BY VP. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS 5/25/2012 70'-0" 11 PERMIT SET- For Building I T I CD N I o� PERMIT#_B j L- 0 1 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CCS E OMPLIANCE DATE( BY Dept. Ap p rova Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINES) 5 DESCRIPTION BUILDER BCM Construction Company, Inc JOBNO CUSTOMERSunwest 12-8017 DATE LOCATION Biggs, California VP BUILDINGS 5/28/2012 PROJECT vARCO PRUDEN DRAWN/CHECK _ Sunwest MKK GRR BUILDERS PO# A BlueScope Steel Company PAGE VPC VERSION: 2012.2b 11 10:54:54 FILENAME: 4,515 Sunwest rev -1 a division of BlueScope Buildings North America, Inc. 0Frame Member Schedule Bolt Plate Rows Rows Washer 7 33'-11" Dia. Length Thick. Part Mem Width Thick WebThk. Depth1 2 1/2" Depth2 Approx.Lgth 3 Yes Approx.Weight CX011 1 8.0000 .3750 .1644 1'-0" Yes 2'-10" A325 32'-2 2 1/2" 11/16" 1193# RBX027 2 5.0000 .2500 .1644 2'-10" 1/2" V-10" 2 21'-9 E 16 3/16" 525# 2 1/2" 3 5.0000 .2500 .1345 V-10" A325 V-10" 3 1/2" 3/8" 1 - Yes RBX028 4 5.0000 .3125 .1345 V-10" 4 V-10" J 10 35'-0" 7/8" 3 1/2" 727# 2 5 5.0000 .2500 .1345 V-10" 2 1/2" V-10" 1 - Yes RBX024 6 6.0000 .2500 .1875 V-10" 3'-3" 23'-5 9/16" 866# 7 6.0000 .3125 .1875 3'-3" 1'-5" RBX025 8 5.0000 .2500 .1345 1'-5" 2'-1" 35'-0" 762# 9 5.0000 .3125 .1345 2'-1 " 2'-1 " RBX029 10 5.0000 .2500 .1345 2'-1 " 2'-1 " 21'- 11 " 643# 11 5.0000 .3125 .1644 2'-1" 2'-10" CX012 12 8.0000 .3750 .1644 1'-0" 2'-6" 21'-10 9/16" 770# ICX004 13 9.0000 .5000 .1875 1'-4" 1'-4" 27'-1 3/4" 1107# CX022 1 5.0000 .2500 .1345 V-0" 1'-0" 23'-7 5/8" 364# RBX035 2 6.0000 .3750 .1644 1'-2" 2'-2" 19'-7 13/16" 700# 3 6.0000 .5000 .1875 2'-2" 2'-9" RBX036 4 8.0000 .5000 .1875 2'-9" 3'-2" 25-0" 1352# RBX050 5 8.0000 .5000 .1875 3'-2" 2'-9" 25-0" 1351 # RBX051 6 6.0000 .5000 .1875 2'-9" 2'-1" 19'-7 1/16" 704# 7 6.0000 .3750 .1644 2'-1" 1'-4 5/8" O I Ln i N I (2)GFB2050 GFB2050 90,-3 3/4" 1.000:12- - ----16 @ 5' -0" `uBolt Connection & Plate Schedule Id Qty ASTM Bolt Bolt Plate Rows Rows Washer 7 33'-11" Dia. Length Thick. Out In 2 @ 4'-3 3/16" A 12 A325 3/4" 2 1/2" 1/2" 3 3 Yes B 8 A325 3/4" 2 1/2" 3/8" 2 2 Yes C 12 A325 3/4" 2 1/2" 3/8" 3 3 Yes D 6 A325 3/4" 2 1/2" 1/2" 1 2 Yes E 16 A325 3/4" 2 1/2" 5/8" 4 4 Yes F 2 A325 7/8" 3 1/2" 3/8" 1 - Yes G 12 A325 3/4" 2 1/2" 5/8" 2 4 Yes J 10 A325 7/8" 3 1/2" 3/4" 2 3 Yes K 2 A325 3/4" 2 1/2" 3/8" 1 - Yes Frame Clearances Horiz. Clearance between members 1(CX011) and 12(CX012): 133'-2 3/4" Vert. Clearance at member 1(CX011): 28'-4" Vert. Clearance at member 12(CX012): 21'-0 9/16" Vert. Clearance at member 13(ICX004): 26'-3" Vert. Clearance at member 1(CX022): 23'-3 5/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) C J - _ 25'-1 1 /16" 1.000:12--- , I 3 @ 5' -0 ------3 ' I" 4 I I 115'-4 13/16" 1.000:12 21 @ 5' -0 " -- N OD CD 11 (D oN oN o N o 5 C1] M M N0-) O Ln N m ' m � L- m C + O ?)GFB4007 FB3053 Eli 11 2 @ 4'-4 1/2" 10 0'-0" 9 V-10" 8 3'-3" 7 33'-11" 6 4'-1" 5 2 @ 4'-5 1/16" 4 2 @ 4'-3 3/16" 3 1'-6 11/16" 2 1'-3" 1 8 1/2" ❑ Dimension Key USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE, SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. In-] .11 70'-0" FRAME CROSS SECTION AT FRAME LINE(S) 6 Shape Name = A Wall 4, Frame 6 , Shape = B Wall 4, Frame 4 140'-0" THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT 11 VP Buildings WORK PRODUCT OF VP AND DESIGN AND PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN 3200 Players Club Circle THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE APPROVAL OF VP BUILDINGS. REV DATE BY PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY OR COMPONENT FURNISHED BY VP EXCEPT TO ANY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAININ BY VP. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS 70'-0" PERMIT SET For Building a I' PERMIT # BUTTE COUNTY DEVELOPMENTSERVICES REVIEWED FOR CO[ C MPLIAN E DATE -sem BY Dept. Approval Memphis TN 38125 FRAME CROSS SECT ON AT FRAME NF(S) 6 DESCRIPTION BUILDER BCM Construction Company, Inc JOBNO 12-8017 CUSTOMER Sunwest DATE LOCATION Biggs, California VP BUILDINGS 5/28/2012 PROJECT vARCo PRUDEN DRAWN/CHECK Sunwest MKK GRR BUILDERS PO# A BlueScope Steel Company PAGE VPC VERSION: 201 2.2b 12 �D/L5/LU I L I U:00:.7L LL -v- 45 1 Sunwest rev- I a aivision or nueocope ouuaings iNorm Nrnenca, inc. 5/25/201 2 10:56:03 FILENAME: 4515 Sunwest rev -1 a division of BlueScope Buildings North America, Inc. J/2 J/201 2 10:56:29 FILENAME: 4515 Sunwest rev -1 a division of BlueScope Buildings North America, Inc. 0Frame Member Schedule CBolt Connection & Plate Schedule Part Mem Width Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.Weight Id Qty ASTM Bolt Bolt Plate Rows Rows CX024 1 8.0000 .2500 .1345 V-10" V-10" 23'-0 5/16" 591 # Dia. Length Thick. Out In RBX052 2 8.0000 .2500 .1345 1'-8" 1'-8" 22'-3" 565# A 16 A325 3/4" 2 1/2" 1/2" 2 2 3 8.0000 .2500 .1345 1'-8" 1'-8" 1 1/2" CX025 4 8.0000 .2500 .1345 V-10" V-10" 23'-0 5/16" 591 !i% 25'-11" � 26'-0" �� Frame Clearances Horiz. Clearance between members 1(CX024) and 4(CX025): 22'-3" Vert. Clearance at member 1(CX024): 21'-3 15/16" Vert. Clearance at member 4(CX025): 21'-3 15/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 5/24/2012 12:54:04 FILENAME: 4515 Sunwest rev -1 a division of BlueScope Buildings North America, Inc. PERMIT #.,..BLITTE )RVICES PORTAL FRAME ELEVATION ALONG A OUNI DEVELOPMENT REVIEWED FOR CODE CO IF'LiANCE DATE By� (� 2 V-2 1/2" 1 1/2" ❑ Dimension Key Shape Name = B Wall 4, Frame 3 PERMIT SET— For Bui ding Dept. Approva USE 112 X 1 112 A325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS VP Buildings CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE WORK PRODUCT OF VP AND DESIGN AND PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND PORTAL- FRAME ELEVATION ALONG A CONNECTIONS, UNLESS NOTED OTHERWISE. PERFORMANCE REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN 3200 Players Club Circle Memphis TN 38125 SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAMETHE VP ENGINEER'S SEAL DOES NOT APPLY TO THE APPROVAL OF VP BUILDINGS. REv DATE BY DESCRIPTION BUILDER BCM Construction Company Inc JOBNO SIDE OF THE WEB AS THE HILLSIDE WASHER. PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT CUSTOMER Sunwest 7 12-8017 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY OR COMPONENT FURNISHED BY VP EXCEPT TO ANY SPECIFIED WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN LOCATION Biggs, California YVA DATE 5/28/2012 DESIGN OR PERFORMANCE REQUIREMENTS THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAININGRCO BUILDINGS DRAWN/CHECK BY VP. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PROJECT Sunwest PRUOEN MKK GRR BUILDERS PO# A BlueScope Steel Company VPC VERSION: 2012.2b NTS PAGE 16 5/24/2012 12:54:04 FILENAME: 4515 Sunwest rev -1 a division of BlueScope Buildings North America, Inc. 5/ L 4/ L u I L 'I 2:J 4: U 4 r ILLNAM t: 4515 S u n w e s t rev -1 a division of BlueScope Buildings North America, Inc. COLUMN / RAFTER HAUNCH NOTE: FIELD CUT HOLES IN INSET GIRTS AT WALL BRACE INTERFERENCE WITH RODS ROD ROD SLOT BACKING PLATE MAY EXIST ROD SLOT BACKING WALL BRACE II PLATE MAY EXIST ROD II II I I ROD DIA. CLEVI S MARK NO. CLEVI S PIN DIA. 3/8- 097572 1 1/4" 1/2" 097573 5/8" 095277 3/4" 095278 7/8" 095279 1" 095280 095281 1 1/4 095282 1 3 B" 097593 1/2" 1 1 l, 1 097594 BRACE FRAME BRACE Z (2,3 OR 4) A325 BOLTS LOCATION LOCATION ROOF PORTAL SECONDARY FRAME MEMBER PRIMARY FRAME o 0 __ o I �� 2 1 COTTER PIN FLANGE BRACE (CFO-) OR (I -IFS-) CLIP REWD W/ 11 I i I 1 /2 X 1 1 /2 HARDWARE INSTALLED THICK FLANGES FLANGE BRACE WILL TYPICALLY JJ , II � CONNECT TO THE WEB OF THE °° " IN THIS ORDER: I \ FRAME MEMBER. A-325 BOLT HARDWARE INSTALLED �' II CLEVIS HILLSIDE WASHER IN THIS ORDER: II o (49080 ) TOP. FLAT WASHER "B" HILLSIDE WASHER II FLANGE BRACE REQUIRMENTS: FLAT WASHER "A" FLAT WASHER "B" � HEX NUT FLAT WASHER "A" ALTERNATE CONNECTIONS HEX NUT BRACE ROD FLANGE BRACE REQUIREMENTS I PORTAL COLUMN DEPTH FLANGE BRACE WASHERS WASHERS ROD DIA. NUT A B HILLSIDE 3/8- 095321 096408 46040 043657 1/2" 095230 095872 095946 043657 5/8" 095233 095945 095946 043657 3/4- 095235 095946 095948 043658 7/8" 095237 095947 095948 ' 043658 1" 095238 095948 095949 043659 1 1/8" 095239 095949 095949 043659 I PORTAL COLUMN DEPTH FLANGE BRACE > 24" & < WASHERS HFB4106 ROD DIA. NUT A B HILLSIDE 3/8- SIDEWALL COLUMN SHOWN /RAFTER SIMILAR CLEVIS ASSEMBLY 095321 096408 46040 043657 1/2" 095230 095872 095946 043657 5/8- 095233 095945 095946 043657 3/4" 095235 095946 095948 443658 7/8" 095237 095947 095948 043658 1" 095238 095948 095949 043659 i 095239 1 095949 1 095949 1 043659 I PORTAL COLUMN DEPTH FLANGE BRACE > 24" & < 36" HFB4106 > 26" & < 48" HFB6032 \k/ KIJLL f I - ALL f LANUE BRACES ON GROSS SECTIONS MUST BE INSTALLED. RULE#2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON (2) A325 BOLTS CLEVIS PIN CROSS SECTION IS NOT ACCOMPANIED BY (2). (WITH SHOULDER) RULE#3— FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). NOTES: MAY BE FURNISHED WITHOUT RULE#4— WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE Q FIELD DRILL 9/16" HOLES IN PRIMARY AND PORTAL FRAME WEBS A SHOULDER, THEN TWO COTTER CENTER OF THE BUILDING. FOR FLANGE BRACE CONNECTIONS. PIN WILL BE PROVIDED, RULE#5— WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME (Z DRILL 9/16" HOLE IN PORTAL FRAME COLUMN WEB APPROX. 2" SIDE OF THE FRAME WEB. FROM BOLTING PLATE 0 BEAM C_ 1U & 11 1/2-- PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. GATE: 05/10/10 1 REV. NO. 01 ROD BRACING TH R U R 0 D SLOT BR02H 1 COLUMN SHOWN /RAFTER SIMILAR REV. OATS 0,9/10/10 1 REV. NO. 02 ROD BRACING TH R U R 0 D SLOT BR02J 1 REV. DATE:06/23/11 I REV. N0. 03 R 0 D BRACING BR02K1 REV. OATS 07/01/09 1 REV. NO. 00 TYPICAL FLANGE BRACE CONNECTIONS REV. DATE; 07/01 /09 REV. NO, 00 FLUSH CONNECTION SIDEWALL COLUMN SHOWN /RAFTER SIMILAR CLEVIS ASSEMBLY BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT &SIMPLE PURLIN BR12K1 FLANGE BRAACE CONNTAL ECTION AND NOTE: ALL BOLTS TO BE NOTE. ALL BOLTS TO BE F = FEET G = GAGE CX*** = COLUMN PLATE (PLATE) 3 -PLATE 1/2" X 1 1/2" A325 1/2" X 1 1/2" A325 I = INCHES 0 =OPERATION *** _ (GAGE) CGX**� RAFTER BOLTS (49080) (U.N.O.) -COLUMN PURLIN BOLTS (49080) (U. N.O.) E = EIGHTHS C = FIN COLOR / WCX - COLUMN (HOTROLL) I �\ FULL FRAME PURLIN _�� PANEL/COVERING RAKE BEAM W 1 3 1 1 7 2 6 1 K T D RBX*** = RAFTER (PLATE) i " °' 1/2 X 1 1/2 A325 BOLTS (49080) WITH * F F1 I E G G 0 C C C BGX*** = RAFTER (GAGE) HARDENED WASHER (095872) EACH SIDE 1/2- X 1 1/2" A325 BOLTS (49080) WITH LENGTH CODE WRX*** = RAFTER (HOTROLL) (TYP AT PURLIN END OF BRACE) �' HARDENED WASHER (095872) EACH SIDE INSULATION TRX*** = TRUSS RAFTER 1 1/2" 1/2" x 1 1/2" A325 (TYP AT PURLIN END OF BRACE) BOLTS (49080) I B 1 3 0 1 0 3 6 0 3 0 W V ICX*** = INTERIOR COLUMN FILL ALL HOLES ® FLANGE BRACE (GFB- OR HFB-) F F F 1 11 1 1 1 E C C * * PCX*** = PIPE COLUMN I NOTE: � \\ ® LENGTH WIDTH THK CODE TCX*** = TUBE COLUMN CLIP MAY BEI~� SHOP WELDED SECONDARY (STANDARD) ® O TO RAKE BEAM FLANGE BRACE GFB- OR HFB- ( ) �` % ,% _ *** 0 8 Z 1 9 1 1 4 1 7 - - - - EPX = ENDPOST (PLATE) ® ® F F I I E G G * * * * * EGX*** = ENDPOST (GAGE) a GPC__ T DEPTH L LENGTH GAGE ADJUST.CODES I (WELDED CLIP) o SHAPE CBX*** = CANOPY (PLATE) ' SECONDARY (SPECIAL) CBX*** = PIGGYBACK CANOPY SEE FRAME 0 0 1 0 8 Z 1 9 1 1 4 1 7——— 1 /2- x 1 1 2" A325 CROSS SECTION / cv F F I I E G c* DCC*** = 8 1/2 GAGE POST BOLTS (49080) COUNTER DEPTH& LENGTH GAGE ADJUST.CODES DCE*** = 10" GAGE POST FILL ALL HOLES FULL FRAME TO ENDPOST 3 -PLATE �� I SHAPE I ENDPOST CLIP (FFC2) RAKE BEAM ENDPOST RAKE SHOWN - ROD BRACING 0 3 R 2 5 1 0 ' GAGE CORNER POST I A325 BEAM GAGE SIMILAR S I E F F I I i 3 -PLATE ENDPOST BOLTS/4"x 07" (092 ) DIA LENGTH REV. DATE:06/24/11 REV. N0. 01 ENDPOST TOP BRACING BR25A3 ENDPOST WITHIN 6" (152mm) OF PURLIN REV. DATE 06/24/11 REV. N0. 01 ENDPOST TOP BETWEEN PURLINS BR25CA IL REV. DA7—,07/01/09 I REV. N0. 00 MARK NUMBER KEY EN5081 REV. DATE: 07/01/09 REV. NO. CORNER POST CONNECTION REV. DAM:06/21/11 REV. N0.01 3—PLATE ENDPOST TO FULL FRAME NO CAP CHANNEL — BRACED TO PURLINS ONLY COMMON GENERATED MARK NUMBERS PF1 OAC GAGE CORNER POST PF10CA FULL FRAME ENDWALL Y r2 (-L ✓0 (-1 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COD C M P L I A E DATE U BY PERMIT SET- For Building Dept. Approval . USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE THE WORK PRODUCT OF VP AND DESIGN BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE PRIMARY BRACING SEDS CONNECTIONS, UNLESS NOTED OTHERWISE. AND PERFORMANCE REQUIREMENTS APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 . SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SPECIFIED BY VP. THE VP ENGINEER'S FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REV DATE BUILDER SIDE OF THE WEB AS THE HILLSIDE WASHER. SEAL DOES NOT APPLY TO THE BY DESCRIPTION BCM Construction Company, Inc JOBNO 12-8017 PERFORMANCE OR DESIGN OF ANY OTHER THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER Sunwest PRODUCT OR COMPONENT FURNISHED BY VP GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION DATE 5/28/2012 DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS Biggs, California VP BUILDINGS EXCEPT TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Sunwest VARCO PRUDEN DRAWN/CHECK MKK GRR REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS PO# A BlueScope Steel Company PAGE NTS VPC VERSION: 2012.2b 18 5/24/2012 12:54:04 FILENAME: 4515 Sunwest rev -1 a division of BlueScope Buildings North America, Inc. Secondary Part SchedulenQty Mark No Spacing Brace Schedule `�'d Mark Part Thick. Depth Lap Detail 1 5 PBA0407(Typ.) 4'-3 3/16" E11 08E2511411DDBo1 0.1130 8 1/2" RS12PE 2 2 PBA0205 2'-1 9/16" E25 08E2611417ADB01 0.0600 8 1/2" RS12PH,RS12PA 3 7 PBA0409 4'-5 1/16" E44 08E2507411ADB01 0.1130 8 1/2" RS1 2PF,RS1 2PE 4 6 PBA0110 1'-6 11/16" 5 4 PEA0408 4'-4 1/2" E5 OBE2711411ADBOl 0.1130 8 1/2" RS12PF,RS12PIT See SED: E9 08E2511417DDB01 0.0600 8 1/2" RS12PA BR09K2, BR09RY, BR09RZ J53 00608JS0903017 0.0600 8 1/2" J63 00408JS1400317 0.0600 8 1/2" 1 2 3 4 5 6 7 J64 00508JS1404117 0.0600 8 1/2" P100 08Z311141544B0 0.0730 8 1/2" 2'-10 1/2" RS01T1 ❑ 209'-8" P119 08Z3011415A5B0 0.0730 8 1/2" 3'-10 1/2" RS02T1,RS01T1 27'-0" -26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 24'-8" P146 08Z331141555B0 0.0730 8 1/2" 3'-10 1/2" RS01T1 J E5 1R2138 Ell 1R2137 Ell 1R2B6 Ell 1R2B5 Ell 132134 Ell 1R2B3 Ell 1R2B2 E44 1R2B1 m P162 08Z311141344B0 0.0880 8 1/2" 2'-10 1/2" RS01T1 S O P17 08Z311141644B0 0.0680 8 1/2" 2'-10 1/2" RSO 1T1fco P24 P21 08Z311141744BO 0.0600 8 1/2" 2'-10 1/2" RS01T1 o N P245 P245 w P210 08Z3011416A5B0 0.0680 8 1/2" 3'-10 1/2" RS02T1,RS01T1 P226 08Z2907416A5B0 0.0680 8 1/2" 3'-10 1/2" RS02T1,RS01T1 P227 08Z2907415A5B0 0.0730 8 1/2" 3'-10 1/2" RS02T1,RS01T1 = 2 P9 P17 P17 I o cc ! P228 00808ZS090841700 0.0600 8 1/2" w I P245 00408ZS120841700 0.0600 8 1/2" P246 08Z3111416A5B0 0.0680 8 1/2" 3'-10 1/2 RS02T1,RS01T1 - I 0 Ic 00 P247 08Z3011417A5B0 0.0600 8 1/2" 3'-10 1/2" RS02T1,RS01T1 co w �I P27 007087SO90841700 0.0600 8 1/2" P9 P17 P17 I� 10 1/2" RS01T1 o P45 08Z3111415A5B0 0.0730 8 1/2" 3'-10 1/2" RS02T1,RS01T1 P35 08Z331141755BO 0.0600 8 1/2" 3' I N I I P9 08Z3111414A5B0 0.0790 8 1/2" 3'-10 1/2" RS02T1,RS01T1 1 ! P99 087331141655BO 0.0680 8 1/2" 3'-10 1/2" RS01T1 I I P248 08Z1311417HH130 0.0600 8 1/2" CD C)P9 P17 P17 CD E26 08Z1311417HHBO 0.0600 8 1/2" w II I I I I I I II P249 00108ZS1908000 0.0600 8 1/2" w I� E27 00108ZS1908000 0.0600 8 1/2" o 1 w I P250 08Z2309411DDB0 0.113 8 1/2" II I I I I I I I P251 08Z2701414DDB0 0.079 8 1/2" P9 P17 P17 E28 08E701417DDB01 0.0600 8 1/2"co w o P45(Tyr.) � w ! � II P9 I I I I I I II O Part Mark Key II� 1 RCHB15 P9 P99 T P227 T 0 w I P246 P100 T P21 T P100 T P21 T P35 P21 P226 I ------------------------------------------------------------- P-45 (Ty p.) P17 Typ. P21 Typ. P17 Typ. P21 Typ. P100(Typ.) P17(Typ.) P227(Typ.) ni - O] C m m 0 0 I M BL ! P99 le P162 P146 0 0 11 ! I I I II Ol zw. l J 0 i CU I P210 P17 P146 I I I rii ri4o LIM 0 0 BL 5R4B1 II 5R4B2 26'-0"-�!' 26'-0" i E25 0 5R4B5 BL 5R4B3 .26'-0"- 132'-0" ROOF SECONDARY PLAN 5R4B4 26'-0" 26'-0" PERMIT# � 1 Z - d � 1 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COD CO PLIA,NC - DATE__440 z BY 1 1'-0" Ln ❑ Dimension Key Shape Name = A, Shape = B P E R M T SET- For Building Dept . A p p ro v a E25 E9 E9 E9 SECONDARY CONNECTIONS. 5R4B3 .26'-0"- 132'-0" ROOF SECONDARY PLAN 5R4B4 26'-0" 26'-0" PERMIT# � 1 Z - d � 1 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COD CO PLIA,NC - DATE__440 z BY 1 1'-0" ❑ Dimension Key Shape Name = A, Shape = B P E R M T SET- For Building Dept . A p p ro v a UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR ALL THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT I VP Buildings SECONDARY CONNECTIONS. WORK PRODUCT OF VP AND DESIGN AND PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND ROOF SECONDARY PLAN FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE PERFORMANCE REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN 3200 Players Club Circle Memphis TN 38125 STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE APPROVAL OF VP BUILDINGS. REv DATE BY DESCRIPTION BUILDER BCM Construction Company, Inc JOBNO OF WALL AND ROOF SHEETS. 5. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT CUSTOMER Sunwest 12-8017 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY DATE OR COMPONENT FURNISHED BY VP EXCEPT TO ANY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING DETAILS REFERENCED IN LOCATION Biggs, California gVARCO 5/28/2012 DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAININ BUILDINGS DRAWN/CHECK BY VP. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PROJECT Sunwest PRUDEN MKK ORR BUILDERS PO# A BlueScope Steel Company VPC VERSION: 2012.2b NTS PAGE 19 5/24/2012 12:54:07 FILENAME: 4515 Sunwest rev -1 a division of BlueScope Buildings North Americo, Inc. BRACE FRAME BRACE LOCATIONI LOCATION ROOF r / SECONDARY MEIJBER 0** «» c> I I 0 01 0 0 01 FLANGE BRACE (GFB-) OR (HFB-) CLIP REQ'D W/ ROOF PITCH RANGE PART NUMBER .25 TO 1.99 N/A 2.0 TO 2.49 ESH1 THICK FLANGES FLANGE BRACE WILL TYPICALLY 3.5 TO 4.00 ESH3 CONNECT TO THE WEB OF THE FRAME MEMBER. z U 0_ � O EL En z z J15U 2 Z ALTERNATE CONNECTIONS a V, V1 z - FLANGE BRACE REQUIREMENTS: U 0- RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. m RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON U- CROSS SECTION IS NOT ACCOMPANIED BY (2). w RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB W WHEN PART MARK IS ACCOMPANIED BY (2). RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. ** 10" & 11 112" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. DATE 07/01/09 1 REV. NO. 00 TYPICAL FLANGE BRACE CONNECTIONS REV. OATE07/01/09 1 REV. NO. 00 BR06AF CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN BR09HF WALL PANEL MUST BE ATTACHED TO SUB GIRTS WITH STRUCTURAL FASTENERS AT STANDARD LOCATIONS (WALL PANEL DOES NOT ATTACH TO SUB JAMB) STANDARD GIRT (4) 1/4-14 x 1 1/4' —\' STRUCTURAL FASTENER (55307) TYPICAL in I CORNER POST WHEN SUPPORT CEE GIRT OR SPLICE 15 REQUIRED SUB GIRT CEE SUPPORT STANDARD GIRT SECTI❑N 'A' A' z 0 SUUBB GIRT _O z J CEE SUPPORT (4) 1/4-14 x 1 1/4" CTYPICAL) STRUCTURAL FASTENER V1 (55307) TYPICAL rn w STANDARD GIRT � _ �— o �_ v EQ. .3 EO. W m M U1 —SUB GIRT 0 r-1 w 1/2- DIAMETER CONCRETE ANCHORS r (BY BUILDER) A SUB JAMB SUB JAMB LOCATION FB' LOCATION PER DESIGN SECTION 'B' REV. OA 10D6 . "a"00 CORNER V VIEW O(CEE ACING BR1WLLSUPPORT) G01 OR EPC3 (WELDED) r `L WELDED CLIP CONNECTION e��15 ra ALT. CONNECTION 5 1 1/4 p PG1 CLIP (BOLTED) i I e / BOLTED CLIP CONNECTION ALT. CONNECTION DEPTH STANDARD PURLIN - ENDWALL RAFTER WHEN SUPPORT CEE- SPUCE IS REQUIRED STANDARD PURLIN 'A' SUB PURLIN CEE SUPPORT - (TYPICAL) STANDARD PURLIN - SUB PURUN EAVE STRUT SUB JAMB LOCATION 07 = 7" 08 = 8 1/2" 10 = 10" 11 = 11 1/2" ROOF PANELS MUST BE ATTACH TO SUB PURLINS WITH CLIPS OR FASTENERS USE (1) 11/32" X 1 1/4" AT STANDARD LOCATIONS. ROOF T-45 GRAY SCRUBOLT 097352) PANELS DO NOT ATTACH TO SUB JAMBS. SCRUBOLT NUT (097267 HEAD OF SCRUBOLT TO BE ON OUTSIDE OF PURLIN OR EAVE STRUT -1 (4) 1/4-14 x 1 1/4 -t -,SUB PURLIN STRUCTURAL FASTENI (55307) TYPICAL GEE SUPPORT ---- SECTION 'A' = L� (4) 1/4-14 x STRUCTURAL FASTENER (55307) TYPICAL CORNER ZONE BRACING ROOF PLAN VIEW (CEE SUPPORT ADJUST. CODES GAGE millimeters SHAPE GAGE END FRAME INT. FRAME INT. FRAME INT. FRAME USE (2) 112" END BAY INTERIOR BAY GALV. HEX NUTS NUT ON EACH 97M598) LOCATE (1) PURLIN BRACE 0 1 p 0 (1) PURLIN BRACE SIDE OF PURLIN CHANNEL 0 1 O 0 CHANNEL (2) PURLIN BRACE -10 0 CHANNELS 1 1 (2) PURLIN BRACE o 0 (3) PURLIN BRACE r 0 CHANNELS CHANNELS \ (4) PURLIN BRACE ,1 (4) PURLIN BRACE_ 3„ TYPICAL 3» TYPICAL ® PURLIN CLUSTER CLUSTER STANDARD NOTES: STANDARD NOTES: - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: EAVE PURLIN BRACE EAVE STRUT 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. (PBA-) AT 8 1 /2", 10", BRACE STRAP 11 1/2" PURLINS. ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. (ESBS1) AT 8 1/2"1 (NOT REQ. AT 7" PURLIN SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. 10" 11 1/2" EAVE STRUT TO 7" EAVE STRUT) (JCP051050) AT 7" EAVE STRUT - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. II EAVE STRUT - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY, REV. DATE -04/13/12 IREV. NO. 02 EAVE BRACE STRAP AND EAVE PURLIN BRACE REV, DATE -.07/01/09 REV. N0, 00 PURLIN BRACE CLUSTER LOCATION IREV. DATE:97/01/09 I REV. No. 00 PURLIN BRACE CLUSTER LOCATION BR09K2 LOCATED AT EAVE - CENTERLINE OF FRAME BR09RY END BAY CHANNEL LOCATION 13R09RZ INTERIOR BAY CHANNEL LOCATION DEPTH SHAPE ADJUST. CODES GAGE INCHESI LENGTH P7P-PT millimeters GAGE ERECTION DRAWING PART MARK R 1 W 1 B 3 -L-T BAY NUMBER ROOF(R)/WALL(W) NUMBER BUILDING SHAPE 48` LIP 2 1/2" 2 5/8" Z = ZEE 11 = 0.113 07 = 7" ZS = ZEE 11 = 0.113 C =CEE 12 = 0.098 08 = 8 1/2" CS = CEE 12 = 0.098 E = LOW EAVE STRUT 13 - 0.088 / H = HIGH EAVE STRUT 10 = 10" ES = LOW EAVE STRUT 13 = 0.0138 THE BAY/BUNDLE CODE HS = HIGH EAVE STRUT 15 = 0.073 0.07911 = 1 1 1 /2" BB = BACK TO BACK CEE 14 = o.D79 IDENTIFIES THE BUILDING 16 = 0.06a FB = FACE TO BACK CEE 15 = 0.073 17 = 0.060 FF = FACE TO FACE CEE 16 = 0.068 ROOF/WALL PLANE AND BAY 17 = 0.060 REV. DATE: 07/01/09 1 REV. NO.00 SECONDARY PART MARK NUMBER EN51 B 1 COMMON GENERATED MARK NUMBERS --GC1 AT 7"/8 1/2" (WELDED) EPC3 AT 10"/11 1/2" (WELDED) PG1 CLIP (BOLTED) — ALL DEPTHS I REFER TO CROSS SECTION, � � I II @ I ALT. CONNECTIONS I ENDBAY / PURLIN 7" & 8 1/2" PURLINS REV. DATE07/01/09 REV. NO.001 PURLIN CONNECTION AT INTERIOR FRAME REV. DATE:03/27/12 REV. N0.01 RS01 T1 11 CONTINUOUS PURLINS RS02T1 UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. PURLIN CONNECTION TO END FRAME CONTINUOUS PURLINS THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. REV. DATE;07/D1/09 REV, N0,00 SPECIAL SECONDARY PART MARK KEY EN51 B2 COMMON GENERATED MARK NUMBERS (4) 1/2" A307 THIN HEAD BOLT (096636) & NUT (095032) r- EAVE STRUT EAVE STRUT -J EAVE STRUT BRACE STRAP — (ESBS 1) AT 8 1/2", 10", 11 1/2" PURLINS. USE (JCP051050) AT 7" PURLINS. SHIM PLATE - (SEE CHART) (2) 1/2" X 1 112" - A325 BOLT (49080)* SHIM PLATE ROOF PITCH RANGE PART NUMBER .25 TO 1.99 N/A 2.0 TO 2.49 ESH1 2.5 TO 3.49 ESH2 3.5 TO 4.00 ESH3 * USE 1/2" X 2" A325 BOLT (097280) * IN LIEU OF (49080) REV. DAT E. 0 7/ 01 /09 1 REV. "o,oa EAVE STRUT CONNECTION R512PA AT INTERIOR FRAME THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. FRAME THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. REV. DATE 07/01 /09 I REV. N0. 00 EN51 B3 EAVE STRUT BRACE STRAP (ESBS1) SECONDARY BUNDLE LOCATION KEY ALL SECONDARY DEPTHS EAVE STRUT (4) 1/2" A307 THIN HEAD BOLT (096636) NUT (095032) I� SHIM PLATE (SEE CHART) PLATE (EAP 1) ROOF BEAM SIDEWALL * USE 1/21F X 2" COLUMN A325 BOLT (097280) SHIM PLATE ROOF PITCH RANGE PART NUMBER .25 TO 1.99 N/A 2.0 TO 2.49 N/A 2.5 TO 3.49 ESH 1 3.5 TO 4.00 ESH2 REV. DATE 07/01/09IREV. N0. 00 EN53F1 PURLIN AND GIRT SIZES 8 1/2" 216mm IN LIEU OF (49080) BOLT EAVE STRUT AND EAP 1 PLATE TO FRAME W/ PERMIT# (8) 1/2" X 1 1/2" BUTTE COUNTY DEVELOPMENT SERVICES A325 BOLT (49080)* REHVIFWED FOR co MPLIANCE, DATE BY _-P�� LOW EAVE STRUT SHOWN — HIGH EAVE STRUT USES SIMILAR PARTS. REV. DATE:05/27/10 FREV, NO. D1 EAVE STRUT W/ ATTAC H M ENT P RS12PE INTERIOR FRAME PERMIT SET- For Building Dept. Approval VP Buildings 3200 Players Club Circle Memphis TN 38125 ROOF SECONDARY SED'S REV DATE BY DESCRIPTION BUILDER BCM Construction Company, Inc JOBNO 12-801 % CUSTOMER S u nwest DATE LOCATION Biggs, California VP BUILDINGS 25/28/2012 PROJECT VARco PRUDEN DRAWN/CHECK $UnWeSt A BlueScope Steel CompanyrAG MKK GRR NTS BUILDERS PO# VPC VERSION: 2012.2b 20 5/24/2012 12:54:08 ' """""`' 4515 Sunwest rev -1 a aivision or �sweacope esunaings rvoRn Hmerica, inc. NOTE: EAP2 PLATE ONLY REQ'D. WHEN CALLED OUT ON FRAME CROSS SECTION 1 SHIM PLATE (SEE CHART) I 1 1 I PLAT , SHIM PLATE ROOF PITCH RANGE PART NUMBER .25 TO 1.99 N 7A- 2.0 TO 2.49 N/A 2.5 TO 3.49 ESI -11 3.5 TO 4.00 ESH2 (EAP2) I SIDEWALL RDOF BEAM COLUMN I ( * USE 1/2" X 2" A325 BOLT (097280) IN LIEU OF (49080) BOLT EAVE STRUT AND EAP2 PLATE TO FRAME W/ A325 BOLT (49080)* `Z *1'-0" AT 7" & 8 1/2" OUTSET F 1'-3" AT 10" & 11 1/2" OUTSET LOW EAVE STRUT SHOWN — HIGH EAVE STRUT USES SIMILAR PARTS_ REV. DATE; 07/01 /09 1 REV. No. EAVE STRUT W/ ATTACHMENT PLATE I RS12PF END FRAME EAVE STIR U- C�j�'F,�'9l, **1'-0" AT 7" & 8 1/2" OUTSET 1'-3" AT 10" & 11 1/2" OUTSET LOW EAVE STRUT SHOWN — HIGH EAVE STRUT SIMILAR REV. DATE; U7/01/09 I REV. NEAVE STRUT CONNECTION O.oa RS12PH AT END FRAME 1. UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. LATE PART NUMBER N/A E5H1 ESH2 E5H3 ROOF BEAM 1 1/2" 49080)* 2„ '097280) (49080) THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PERMIT # O BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COE QOMPLIANCE DATE BY PERMIT SET- For Building Dept. Approval VP Buildings ROOF SECONDARY SED'S 3200 Players Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION BUILDER BCM Construction Company, Inc CUSTOMER Sunwest LOCATION Biggs, California PROJECT Sunwest NTS BUILDERS PO# F DINGS EN A BlueScope Steel Company VPC VERSION: 2012.2b 12-8017 DATE 5/28/2012 DRAWN/CHECK MKK GRR PAGE 21 5/24/2012 12:54:10 FILENAME: 4515 Sunwest rev -1 a division of BlueScope Buildings North America, Inc. Secondary Part Schedule 0Frame Member Schedule 0Framed Opening Locations Rod and Strut Bolts Mark Part Thick. Depth Lap Detail Part Width Thick. Webthk Depth1 Approx. Lgth \ Id Width Height Sill Ht. Frame To Dimen. Id Qty ASTM Bolt Diem. Bolt Length SBX003 0.1345 9" SBX003 6" .2500 .1345 9" 21'-8 7/16" F01 4'-0" 4'-0" 27'-0" 4 Jamb—L 18'-10" 1 2 A325 3/4" 2 1/2" SBX004 0.1345 9" SBX004 6" .2500 .1345 9" 23'-2 7/8" FO 4'-0" 4'-0" 21'-0" 4 Jamb—L 18'-10" SBX005 0.1345 9" SBX005 5" .3125 .1345 9" 23'-2 7/8" 701 4'-0" 4'-0" 27'-0" 5 Jamb—L 6" SBX006 0.1345 9" SBX006 5" .3125 .1345 9" 23'-2 7/8" F01 4'-0" 4'-0" 21'-0" 5 Jamb—L 6" SBX007 0.1345 9" SBX007 6" .2500 .1345 9" 23'-2 7/8" F02 4'-0" 4'-0" 21'-0" 2 Jamb—L 18'-10" SBX008 0.1345 9" SBX008 6" .2500 .1345 9" 21'-3 7/16" F02 4'-0" 4'-0" 21'-0" 3 Jamb—L 18'-10" G261 08Z23064170100 0.0600 8 1/2" 10 1/2" WS01133 F02 4'-0" 4'-0" 21'-0" 3 Jamb—L 6" G329 08Z25034171100 0.0600 8 1/2" 10 1/2" WS01 G3 F02 4'-0" 4'-0" 21'—O" 4 Jamb—L 6" G342 08Z2206416DQ00 0.0680 8 1/2" WS01G2 0343 08Z2303416DD00 0.0680 8 1/2" WS01G2 G392 00108ZS090061700 0.0600 8 1/2" 10 1/2" WS01G3,WS04C2 0399 00208ZS150061600 0.0680 8 1/2" WS01G2,WS04C2 G400 00308ZS110861500 0.0730 8 1/2" WS01G2 H1 00208JSO400017 0.0600 8 1/2" WS20F9 J61 00108JSO410417 0.0600 8 1/2" WS20FB,WS20F9,WS2OB2 J68 00308JSO407417 0.0600 8 1/2" WS20FB,WS20F9,WS20B2 J H G F E D C ----------------------- G399 —� --------- 0v I0 ---------------- 00 F01 F01 , I � i I L 2 0 02 2 C2 T:' Ln O Part Mark Key _ — — _ _ — — — — — — — — 92 G329 2 2) G329 �z 02 2 G329 "' 0 0261 1 VCC07003090—_-----_ 0 3 N 3 O O 3 N 3 O N 3 3 2� I 2 2 2D 2 PG1 C° F02 F02 F02 F02 FO F01 3 H1 2 2 4 GFA206 �I 0 G342 G343 G343 "' a O N O G343 N d N2 2 N N 2� O :2) `D 1 I 3 3 3 3 O G343 0 3 a 3 2 G342 ID 5 CFA106 ® 1 SBX003 1 1 SBX004 Iy SBX005 n SBX006 I n SBX007 01 101 SBX008 1 off, � I I N I I CD NBVP — Tilt Wall N I X000 ( I I OHO I I 23'-4" 11111111 CL 23'-4" CL 1W1B2 18'-10" 23'-4" CL 140'-0" SECONDARY ELEVATION AT 1 1W1B3 I 1W1B4 14'-4" 1 1 14'-4" 2 2 23'-4" CL 23'-4" CL 1W1B5 23'-4" 5/24/2012 12:54:12 FILENAME: 4515 Sunwest rev -1 a division of Bluescope Buildings North America, Inc. PERMIT # t3> I -- Q (� -) 5 l'-3" BUTTE COUNTY DEVELOPMENT SERVICES 4 9" REVIEWED FOR 3 0'-0" IANC DATE BY 2 6" 1 4'-0" ❑ Dimension Key Shape Name = A, Wall = 1 PERMIT SET — For Building Dept . Approval UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR ALL THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT VP Buildings SECONDARY CONNECTIONS. WORK PRODUCT OF VP AND DESIGN AND PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SECONDARY ELEVAT ON AT FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE PERFORMANCE REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN 3200 Players Club Circle Memphis TN 38125 STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION ' THE VP ENGINEERS SEAL DOES NOT APPLY TO THE APPROVAL OF VP BUILDINGS. REv DATE BY DESCRIPTION BUILDER BCM Construction Compcny, Inc JOBNO OF WALL AND ROOF REMOVAL OR ALTERATION SHEETS. OF ANY COMPONENT IS PROHIBITED. PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT CUSTOMER Sunwest FVPBUILDINGS 12-8017 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY DATE OR COMPONENT FURNISHED BY VP EXCEPT TO ANY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING DETAILS REFERENCED IN LOCATION Biggs, California 5/28/2012 DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAININGDRAWN/CHECK BY VP. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PROJECT Sunwest vARCO PRUDEN K GRR BUILDERS PO# A BlueScoideVARC Steel Company 20122 NTS PAGE 22 VPC VERSION: 5/24/2012 12:54:12 FILENAME: 4515 Sunwest rev -1 a division of Bluescope Buildings North America, Inc. 5/24/2012 12:54:14 FILENAME: 4515 Sunwest rev -1 a division of BlueScope Buildings North America, Inc. 5/24/2012 12:54:15 FILENAME: 4515 Sunwest rev -1 a division of BlueScope Buildings North America, Inc. Secondary Part Schedule Mark Part Thick. Depth Lap .1345 Detail 27'-11 7/16" SBX014 0.1345 9" 9" 26'-0" SBX015 0.1345 9" .1345 10" SBX016 0.1345 V-1" SBX017 0.1345 10" ao G28 08Z27114171100 0.0600 8 1/2" 10 1/2" WS01G3 G313 08Z31114174400 0.0600 8 1/2" 2'-10 1/2" WS01G3 0331 08Z2507416AD00 0.0680 8 1/2" WS01G2 G361 08Z291 1415A300 0.0730 8 1/2" V-10 112" WS01 G3 G362 OBZ2511415DD00 0.0730 8 1/2" WS01G2 G363 08Z2807417A400 0.0600 8 1/2" 2'-10 1/2" WS01133' G368 08Z2711415AD00 0.0730 8 1/2" WS01G2 Ln 0 N Rod and Strut Bolts 0Frame Member Schedule Id Qty ASTM Bolt Diam. Bolt Length Part Width Thick. 1 2 A325 3/4" 2 1/2" SBX014 6" .2500 SBX015 8" .2500 SBX016 6" .2500 SBX017 6" .2500 Webthk Depth1 Approx. Lgth .1345 9" 27'-11 7/16" .1345 9" 26'-0" .1345 1'-1" 25'-10 7/8" .1345 10" 25'-7 7/16" N ao TYPICAL SPANDREL BEAM CONNECTION 24124 1 2 3 4 5 6 7 8 g --------------------- -- --------------------- _ _ -------------------- ------------------- ----------------------------- — 1 � F 7 11 1❑ 27'-0" �CL BL 1 1'-0" ❑ Dimension Key UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. 26'-0" CL CL 26'-0" CL Shape Name = A, Wall = 4 26'-0" 209' 8� SECONDARY ELEVATION AT C I VY'Tu.J 26'-0" I VV`FDU I VV 1+0 / 1 26'-0" 26'-0" CL CL THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS VP Buildings WORK PRODUCT OF VP AND DESIGN AND PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN 3200 Players Club Circle THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE APPROVAL OF VP BUILDINGS. REV DATE BY PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY OR COMPONENT FURNISHED BY VP EXCEPT TO ANY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAININ BY VP. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. :T— NTS PERMIT SET I VMbO 1' 24'-8" 11' /,E CL CL BL PERMIT # 1� ( 2 ''t-) BUTTE COUNTY DEVELOPMENT SERVICES REMEU'ED FOR Cop C MPLIANCE DATE. BY�� For Building Dept. Approva Memphis TN 38125 SECONDARY ELEVATION AT C DESCRIPTION BUILDER BCM Construction Company, Inc CUSTOMER Sunwest LOCATION Biggs, California PROJECT Sunwest BUILDERS PO# JOBNO 12-8017 DATE 5/2.8/2012 VP BUILDINGS DRAWN/CHECK V RRCO PRUDEN MKK GRR A BlueScope Steel Company PAGE VPC VERSION: 2012M 1 25 5/24/2012 12:54:16 FILENAME: 4515 Sunwest rev -1 a division of Bluescope Buildings North America, Inc. J/ G`t/ Z -U I L I Z-) It. I / -r.) 1 -) .)uI Ivv�Z-l 3� i �-v i - - - -- - -I I_ _ �D/ 2 -4l2 -U 1 2 1 2:54:18 FILLNAML: 4515 Sunwest rev -1 o division of BlueScope Buildings North Americo, Inc. Secondary Part Schedule Mark Part Thick. Depth Lap Detail G129 08Z2711417A100 0.0600 8 1/2" 10 1/2" WS01G3 G28 08Z27114171100 0.0600 8 1/2" 10 1/2" WS01G3 0 I Ln 3 V-10" 2 3'-3" 1 1'-0" ❑ Dimension Key r--------------------------------- I —------------------------------------------------------------------------------------------------------------------------------------- I I I I I I I I I I I I I I I I I I I I I I G 129 T G28 T G28 T I I I I I G28 T G129 T. I I I I I I Open I I I I I I 5W1 2B1 1 26'-0" 1 CL UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. 5V112132 5W12B3 '' 26'-0" lz 26'-0" CL CL 132'-0" SECONDARY ELEVATION AT A Shape Name = B, Wall = 4 5W12B4 5W1 2135 ' 26'-0" 1Z 26'-0" CL CL THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS VP Buildings WORK PRODUCT OF VP AND DESIGN AND PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN 3200 Players Club Circle THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE APPROVAL OF VP BUILDINGS. REV DATE BY PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY OR COMPONENT FURNISHED BY VP EXCEPT TO ANY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAININ BY VP. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS Memphis TN 38125 DESCRIPTION CL PERMIT# PI� I 1 BUTTE COUNTY DEVEL PMENT SERVICES REVIEWED FOR C OM PLIANCE DATE BY�� PERMIT SET— For Bui ding Dept. Approva SECONDARY ELEVATION AT A BUILDER BCM Construction Company, CUSTOMER Sunwest LOCATION Biggs, California PROJECT Sunwest BUILDERS PO# n c JOBNO 12-8017 W/P7 DATE fVARCO ILDINGS 5 28 2012 PRUDEN DRAWN/CHECK MKK GRR A BlueScope Steel Company PAGE VPC VERSION: 2012.2b 29 5/24/2012 12:54:20 FILENAME: 4515 Sunwest rev -1 a division of Bluescope Buildings North America, Inc. ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALL IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT WALL BRACE ROD REV. GATE 05/10/10 1 REV. NO. 01 ROD BRACING TH R U ROD SLOT BR02H 1 COLUMN SHOWN / RAFTER SIMILAR DEPTH 07 = 7" 08 = 8 1/2" 10 = 10" 11 = 11 1/2" SHAPE ZS = ZEE CLEVI S PIN DIA, WASHERS = CEE ROD DIA, NUT A B HILLSIDE 3/8' 095321 096408 46040 043657 1 2" 095230 095872 095946 043657 5/8" 095233 095945 095946 043657 3/4- 095235 095946 095948 043658 7/8" 095237 095947 095948 043658 1" 095238 095948 095949 043659 1 1/8" 095239 1 095949 095949 043659 REV. GATE 05/10/10 1 REV. NO. 01 ROD BRACING TH R U ROD SLOT BR02H 1 COLUMN SHOWN / RAFTER SIMILAR DEPTH 07 = 7" 08 = 8 1/2" 10 = 10" 11 = 11 1/2" SHAPE ZS = ZEE CLEVI S PIN DIA, CS = CEE I 1 1/4" ES = LOW EAVE STRUT HS = HIGH EAVE STRUT BB = BACK TO BACK GEE FB = FACE TO BACK CEE FF = FACE TO FACE CEE ADJUST. CODES GAGE INCHESI LENGTH �F71�7T millimeters GAGE 11 = 0.113 12 = 0.098 13 = 0.088 14 = 0.079 15 = 0.073 16 = 0.068 17 = 0.060 REV. DATE; 07/Dt/09 1 REV. NO. 00 SPECIAL SECONDARY PART MARK KEY EN51 B2 COMMON GENERATED MARK NUMBERS FIELD LOCATE AND DRILL (2) 9/16" DIA. HOLES IN RAFTER FOR GABLE GIRT C (GC18-) AT 7 (GC20-) AT 1 AM 0� RAKE BEAM VV IJGI UIRI '� ZEE GIRT SHOWN CEE GIRT SIMILAR 1'-0" AT 7" & 8 1/2" GIRTS 1'-3" AT 10" & 11 1/2" GIRTS ROD DIA. CLEVI S MARK NO. CLEVI S PIN DIA, 3/8- 097572 I 1 1/4" 1/290 097573 5/8" 095277 3/4" 095278 7 r8r 095279 1 095280 1 1/8" 095281 1 1/4" 095282 1 3/B.- 097593 1 1/2 11 1 1/2- 097594 BRACE ROD DATE -06/23/11 I REV. N0. 03 BR02K1 COTTER PIN MAY BE FURNISHED WITHOUT A SHOULDER, THEN TWO COTTER PIN WILL BE PROVIDED. ROD BRACING CLEVIS ASSEMBLY ERECTION DRAWING PART MARK R 1 W 1 B 3 -L-T T T BAY NUMBER ROOF(R)/WALL(W) NUMBER BUILDING SHAPE THE BAY/BUNDLE CODE IDENTIFIES THE BUILDING ROOF/WALL PLANE AND BAY REV. DATE 07/01/09 1 REV. NO. 00 EN51 B3 CORNER COLUMN ENDWALL GIRT — ZEE GIRT SHDWN CEE GIRT SIMILAR SECONDARY BUNDLE LOCATION KEY ALL SECONDARY DEPTHS GIRT CLIP (BOLTED) (WELDED) (PG1) (GC1) AT 7" GIRT (PG1) (GC1) AT 8 1/2" GIRT (GOD—) (GCA_) AT 10" GIRT 1'-0" AT 7" & 8 1/2" EW GIRTS (GCD—) (GCA—) AT 11 1/2" GIRT 1'-3" AT 10" & 11 1/2" EW GIRTS Q SIDEWALL GIRT �a 5 ZEE GIRT SHOWN CEE GIRT SIMILAR F i CORNER ®\ ���� GIRT CLIP �� BRACE FRAME BRACE LOCATION I LOCATION o *« 0 �- 0 0 ROOF PORTAL SECONDARY FRAME MEMBER o� of `— FLANGE BRACE (GFB-) OR (HFB-) (2,3 OR 4) A325 BOLTS PRIMARY FRAME CLIP REWD W/ THICK FLANGES FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE 1/2" X 1 1/2" VOFRAME MEMBER. A-325 BOLT (49080) TYP. FLANGE BRACE REOUIRMENTS: ALTERNATE CONNECTIONS FLANGE BRACE REQUIREMENTS: RULE#1 PORTAL COLUMN DEPTH FLANGE BRACE > 24" & < 36" HF84106 > 26" & < 48" HF86032 - ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON (2) A325 BOLTS CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE#3— FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). NOTES: RULE#4— WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE (D FIELD DRILL 9/16" HOLES IN PRIMARY AND PORTAL FRAME WEBS CENTER OF THE BUILDING. FOR FLANGE BRACE CONNECTIONS. RULE#5— WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME 20 DRILL 9/16" HOLE IN PORTAL FRAME COLUMN WEB APPROX. 2" SIDE OF THE FRAME WEB. FROM BOLTING PLATE ® BEAM �. ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. OATE07/01/09 REV. NO. 00 TYPICAL FLANGE BRACE CONNECTIONS REV. DATE; 07/01/Z �' NO. 00 FLUSH PORTAL FRAME CONNECTION BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN 1313121<1 FLANGE BRACE CONNECTION AND LOCATION ENDWALL GIRT CLIP GC17- AT 7" & S 1/2" GIRT 0021_ AT 10- & 11 1/2" GIRT --CORNER COLUMN RAKE CHANNEL USE AT OPEN WALLS ONLY GIRT 0�, FRAME j 1/4-14 x 1 1/4" I?. STRUCT FSNR (55307) , 2 PER GIRT 7___Q j h 1'-C" AT 7 & 8 1/2 GIRTS Q GIRT FILLER ANGLE 1'-3" AT 10" & 11 1/2" GIRTS (GFA-) W/ (2) 55307 REV_ DATE07/01/09 REV. NO.00 GABLE GIRT CONN. TO RAKE BEAM REV. DATE-11/OB/11 IREV. NO. 01 WSO4C2 OUTSET GIRTS WS12A2 . UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS. . FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. . REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOTE: FIELD NOTCH ENDWALL FIELD LOCATE AND DRILL GIRT FLANGE WHEN CORNER COLUMN FLANGE WIDTH EXCEEDS 7" FOR 9(GC17 DI OR LES �) CLIP N GIRT NOTE: FIELD NOTCH ENDWALL GIRT FLANGE WHEN CORNER COLUMN FLANGE WIDTH EXCEEDS 7" GIRT CONN, AT CORNER COLUMN REV. DATE.11/14/11 IREV. NO.01 GIRT CONN. AT CORNER COLUMN ANY OUTSET GIRT AT EW, ANY GIRT AT SWWS12H5 ANY OUTSET GIRT AT EW, NO SW GIRT THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP THE WORK PRODUCT OF VP AND DESIGN BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE AND PERFORMANCE REQUIREMENTS APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED SPECIFIED BY VP. THE VP ENGINEER'S FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. SEAL DOES NOT APPLY TO THE THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE PERFORMANCE OR DESIGN OF ANY OTHER GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS PRODUCT OR COMPONENT FURNISHED BY VP DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS EXCEPTANS DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. I i I I I I I I ®� 2 1/2" 2 5/8" r —1 7" & 8 N 10" & 48co� MAY BE SHOP LIP (GC1 OR GCA-) CEE GIRT SIMILAR 2 1/2" 2 5/8" REV. DATE 07/0,/09 REV. N0. 00 PURLIN AND GIRT SIZES EN53F1 8 1/2" 216mm ENDWALL GIRT CLIP GC17- AT 7" & S 1/2" GIRT 0021_ AT 10- & 11 1/2" GIRT --CORNER COLUMN RAKE CHANNEL USE AT OPEN WALLS ONLY GIRT 0�, FRAME j 1/4-14 x 1 1/4" I?. STRUCT FSNR (55307) , 2 PER GIRT 7___Q j h 1'-C" AT 7 & 8 1/2 GIRTS Q GIRT FILLER ANGLE 1'-3" AT 10" & 11 1/2" GIRTS (GFA-) W/ (2) 55307 REV_ DATE07/01/09 REV. NO.00 GABLE GIRT CONN. TO RAKE BEAM REV. DATE-11/OB/11 IREV. NO. 01 WSO4C2 OUTSET GIRTS WS12A2 . UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS. . FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. . REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOTE: FIELD NOTCH ENDWALL FIELD LOCATE AND DRILL GIRT FLANGE WHEN CORNER COLUMN FLANGE WIDTH EXCEEDS 7" FOR 9(GC17 DI OR LES �) CLIP N GIRT NOTE: FIELD NOTCH ENDWALL GIRT FLANGE WHEN CORNER COLUMN FLANGE WIDTH EXCEEDS 7" GIRT CONN, AT CORNER COLUMN REV. DATE.11/14/11 IREV. NO.01 GIRT CONN. AT CORNER COLUMN ANY OUTSET GIRT AT EW, ANY GIRT AT SWWS12H5 ANY OUTSET GIRT AT EW, NO SW GIRT THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP THE WORK PRODUCT OF VP AND DESIGN BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE AND PERFORMANCE REQUIREMENTS APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED SPECIFIED BY VP. THE VP ENGINEER'S FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. SEAL DOES NOT APPLY TO THE THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE PERFORMANCE OR DESIGN OF ANY OTHER GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS PRODUCT OR COMPONENT FURNISHED BY VP DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS EXCEPTANS DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. I i I I I I I I ®� J II b" II � 7" & 8 1/2" GIRT CLIP (PG1) 10" & 11 1/2" GIRT CLIP (GCD-) MAY BE SHOP ZEE GIRT SHOWN WELDED (GC1 OR GCA-) CEE GIRT SIMILAR r��O V" IGIRT CONN. AT COLUMN 1 G2 OUTSET SIMPLE GIRTS FIELD LOCATE AND DRILL (2) 9/16" SECOND CEE ON A DOUBLE DIAMETER HOLES IN ZEE GIRT JAMB IS HELD BACK 6" FROM TO ATTACH JAMB EACH END OF MAIN JAMB. (2) 1/2- X 1 1/2- A325 /2"A325 BOLT (49080) E A I II I I GIRT III I I eEloW 1SEC 'ON 1°N ZEE GIRT � (JAMB SUPPORT A GIRT) DOUBLE JAMB (2) 1/2" A307 THIN CONNECTION JAM B, HEAD BOLT (096636) SINGLE OR & NUT (095032) DOUBLE .IAMB CAN BE 1 1/2- DEEPER THAN THE JAMB SUPPORT GIRT ALIGN JAMB AND GIRT AT BL. PG1 CLIP = 3 3/4" AT 7", 8 1/2", 10" GIRTS I PGV1067 CLIP = 4 3/4" AT 11 1/2" GIRTS SECTION A—A REV DEPTH 07 = 7" 08 = 8 1/2$1 10 = 10" 11 = 11 1/2" REV, DATE: 07/01/09 1 REV, NO. 00 FN51B1 J ZEE GIRT REV. DATE 01/20/11 IREV, NO. 01 WS01G3 ADJUST. CODES GAGE SHAPE Z = ZEE C = CEE E = LOW EAVE STRUT H = HIGH EAVE STRUT millimeters SHAPE nPPTI-4 GAGE 11 = 0.113 12 = 0.098 13 = 0.088 14 = 0.079 15 = 0.073 16 = 0.068 17 = 0.060 SECONDARY PART MARK NUMBER COMMON GENERATED MARK NUMBERS pl�0_ �P N GIRT CLIP (PGI) MAY BE SHOP WELDED (GC1 OR GCA-) 7" & 8 1/2" GIRT GIRT CONN. AT COLUMN OUTSET CONTINUOUS GIRT PERMIT # (� d 0 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COD C MPLIA,INCE DATE gy� DArE.07/01/06 1 REV. NO.00 JAMB TO GIRT WS20192 11 SINGLE OR DOUBLE JAMB, ANY ZEE GIRT PERMIT SET- For Building Dept. Approval VP Buildings 3200 Players Club Circle Memphis TN 38125 WALL SECONDARY SED'S REV DATE BY DESCRIPTION BUILDER BCM Construction Company, Inc JOBNO CUSTOMER 12-8017 Sunwest DATE LOCATION Biggs, California VP BUILDINGS 5/28/2012 PROJECT Sunwest VARCO PRUDEN DRAWN/CHECK MKK GRR BUILDERS PO# A BlueScope Steel Company pAGE NTS VPC VERSION: 2012.2b 30 5/24/2012 12:54:20 FILENAME: 4515 Sunwest rev -1 a division o1 BlueScope Buildings North America, Inc. HEADER TO CLIP (PG1) DOOR HEADER C I EQUAL 13 EQUAL I 1 I I I I OPENING I I HEIGHT I I SECTION A -A SINGLE JAMB l-�j 1/Z A367 THIN HEAD BOLT (096636) & NUT (095032) SILL TO CLIP (PC SILL L I EQUAL 1 3" 1 EQUAL I -TI I 1 I I O O I OPENING I HEIGHT I I I I I I SECTION A -A SINGLE JAMB l`t! 11Z A3U7 THIN HEAD BOLT (096636) & NUT (095032) REV. DATE; 07/01/09 1 REV. NO. 00( HEADER TO JAMB �11 REV. DATE -07/01/1, REV. N0. 00 SILL TO JAMB WS20F9 ANY HEADER, ANY SINGLE JAMBWS201 ANY SILL, ANY SINGLE JAMB a 1. UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS. Z. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PERMIT# `b 0 1 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COD C RLIAI E DATE — BY PERMIT SET- For Building Dept. Approval VP Buildings WALL SECONDARY SED'S 3200 Players Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION BUILDER BCM Construction Company, Inc CUSTOMER Sunwest LOCATION Biggs, California PROJECT Sunwest NTS BUILDERS PO# F DINGS EN A BlueScope Steel Company VPC VERSION: 2012.2b JOBNO 12-8017 DATE 5/28/2012 DRAWN/CHECK MKK GRR PAGE 31 5/24/2012 12:54:21 r"r-NAM : 4515 Sunwest rev -1 a division of BlueScope Buildings North America, Inc. Covering Location Schedule Loc. Type Thick. Finish Color 1 Panel Rib 26 KXL (Kynar) Standard Color 2 NBVP - Tilt Wall 6 1/4" - Not Applicable 3 Panel Rib 26 KXL (Kynar) Cool Arctic White 4 TILTup wall 6 1/4" - Not Applicable 5 Panel Rib 26 Galvalume Standard Color 0 N E 0 THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP THE WORK PRODUCT OF VP AND DESIGN BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE AND PERFORMANCE REQUIREMENTS APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED SPECIFIED BY VP. THE VP ENGINEER'S FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. SEAL DOES NOT APPLY TO THE THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE PERFORMANCE OR DESIGN OF ANY OTHER GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS PRODUCT OR COMPONENT FURNISHED BY VP DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS EXCEPT TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. u VP Buildings COVERING PERSPECTIVE 3200 Players Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION BUILDER BCM Construction Company, Inc CUSTOMER Sunwest LOCATION Biggs, California PROJECT Sunwest NTS BUILDERS Po# PERMIT #_ --0 (7? / BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COPE C MPLIANCE DATE BYFT� EIT.- VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 201 2.2 b JOBNO 12-8017 DATE 5/28/2012 DRAWN/CHECK MKK GRR PAGE 32 5/24/2012 12:54-:44 r'LLINAML: 4,')1!3 Sunwest rev -1 a division of BlueScope Buildings North America, Inc. F = FEET G = GAGE CX*** =COLUMN (PLATE) PR WALL PANEL MARK NO.: W F F I I EGG 0 CCC F = FEET LENGTH CODE I = INCHES 3/16" x 1/4" TAPE RA01B3 FOR STANDARD SEE FSNR NUMBER AND PATTERN " 12-14 x 1 1/4 ROOF 1 -0 1 -0 it-or? = INCHES 0 = OPERATION CGX*** =COLUMN GAGE ( ) MASTIC (80390) A-' STRUCT FSNR (574**) E = EIGHTHS C = FIN/COLOR WCX*** = COLUMN (HOTROLL) PR ROOF PANEL MARK NO.: R F F I I E G G 0 C C C — E =EIGHTHS 3 PER FOOT LENGTH CODE PR RIDGE PANEL MARK NO.: P F F I I E G G 0 C C C G =GAGE . .� 12-14 x 1 1 /4 ROOF RA01 E3 FOR UL90 SEE PANEL/COVERING -- 0 =OPERATION 2 STRUCT FSNR (574 ) � 3 1 FSNR NUMBER AND PATTERN 1 /4-14 x 7/8" ROOF W 1 3 1 1 7 2 6 1 K T D *** — RBX RAFTER (PLATE) LENGTH CODE C= FIN/COLOR 1 �2 3/16" x 1/4" STITCH FSNR (576**) * F F I I E G G 0 C C C BGX*** = RAFTER (GAGE) TAPE MASTIC 1 PER HIGH RIB AT LENGTH CODE WRX*** = RAFTER (HOTROLL) 36" COVERAGE ROOF STITCH CONT. (80390) LOWER AND UPPER TRX*** = TRUSS RAFTER 12-"_ 4 " FSNR ENDLAP INSULATION 1 ��� EXTERIORSMOOTH1 3/16" I B 1 3 0 1 0 3 6 0 3 0 W V ** F F F I I I I I I E C C3 ICX*** = INTERIOR COLUMN TYP TYP. SURFACE 1�2 12-14 x 1 1/4" ROOF UPPER PURLIN LENGTH WIDTH THK CODE PCX*** a PIPE COLUMN 2 31/32"� j� STRUCT FSNR (574** 1 PER FOOT ( ) TCX*** =TUBE COLUMN BEARING EDGE . TYP. SECONDARY (STANDARD) PANEL RIB ROOF AND WALL PANEL (PR) 0 8 Z 1 9 1 1 4 1 7 - - - - - EPX*** = ENDPOST (PLATE) * * * F F I I E G G * * * * * EGX*** = ENDPOST (GAGE) 1/4-14 x 7/8" ROOF DEPTHLENGTH GAGE ADJUST.CODES STITCH FSNR (576**) SHAPE CBX*** = CANOPY (PLATE) RPR WALL PANEL MARK NO.: R R F F I I E G G 0 C C C PANEL RIB 20" O.C. AT INTERMEDIATE PURLIN SECONDARY (SPECIAL) CBX*** = PIGGYBACK CANOPY LENGTH CODE TUF-LITE TUF-LITE TRIM (TILT-) EACH SIDELAP 0 0 1 0 8 2 1 9 1 1 4 1 7--- *** DCC = 8 1/2" GAGE POST 36" COVERAGE PANEL RIB INSIDE CLOSURE PANEL RIB TUF-LITE * F F I I E G G (80130)QWft COUNTER DEPTH& LENGTH GAGE ADJUST.CODES SHAPE DOE*** = 10" GAGE POST 12" SMOOTH 1" EXTERIOR 1 3/16" TYP. TYP. SURFACE 1 AS ISOLATION SPACER /16" 1/4" TAPEMASTIC TOP OF PURLIN SNR (574**) 12-14 x 1 1/4" ROOOT F 1L r SEE RA01B3 FOR STANDARD E 3TPERTF ROD BRACING " 1111 11 1 2 31/32" � FSNR PATTERN AT LOWER ENDLAP ONLY LOWER PURLIN 0 3 R S 2 5 1 0 TYP. E3 FOR UL90 I E** F F I IRA01 RPR WALL PANEL SEE FSNR PATTERN DIA LENGTH REV. DATE 07/01/09 1 REV. N0. 00 MARK NUMBER KEY REV. DATE 07/01/09 1 REV. N0. 00 PR ROOF & PR/RPR WALL PANELS REV_ DATE07/01/09 I REV. N0. 00 PANEL RIB ROOF TUF-LITE REV- DATE-07/01/09 REV. N0. 00 PANEL RIB ROOF TUF-LITE REV. DATE: 07/01/09 1 RFV. N0. 00 PANEL RIB ROOF TUF-LITE EN50B1 COMMON GENERATED MARK NUMBERS EN52A1 RA01 B1 ENDLAP RA01 B2 STANDARD SIDELAP RA01 B3 STANDARD FASTENER PATTERN 20" DIA. VENT 3/16" x 1/4" TAPE MASTIC 1/4-14 x 7/8" ROOF 1 _0" 1 _0" 1 -0" (43350) CONT. (80390) STITCH FSNR �UPPER 1/4-14 x 7/8" ROOF 1/4-14 x 7/8" ROOF ROOF SHEET STITCH FSNR STITCH FSNR PURL\N N ANTI-CAPILLARY 1 PER PURLIN 1/4-14 x 7/8" ROOF 6" 0. C. `OGpT�O 3 1 BEAD „ 12-14 1 1 4 ROOF STITCH FSNR AT SIDELAPS 1 2" x 1 PER STRUCT FSNR HIGH RIB AT PANEL RIB 1. STANDARD ERECTION DETAILS (SED) SUPERSEDE SIMILAR DETAILS 3/16" x 1/4" 2 PER FOOT END APEX 20 FOUND IN THE ERECTION GUIDES. REFER TO THE ERECTION TAPE MASTIC CONT. (1303901)(1303901) 1 /4-14 x 7/S" ROOF ENDLAP & RIDGE CAP VENT BASE GUIDES FOR OTHER DETAILS, INSTALLATION PROCEDURES AND STITCH FSNR (433__) ACCESSORIES NOT DESCRIBED IN THE SED'S. 1 PER PURLIN AND 1 PER SPACING 2. ALL PANEL AND TRIM SURFACES MUST BE FREE OF DIRT AND �� 12-14 x 1 1/4" ROOF UyffftA OIL AT MASTIC AND SEALANT LOCATIONS. STRUCT FSNR 1 PER FOOT 3/8" CONT. BEAD PURLIN BEARING EDGE 1/4-14 x 7/13" ROOF INTERMEDIATE PURLIN SKINNING SEALANT STITCH FSNR (80264) AT ENDS ER PURLIN AND 3/8" CONT. BEAD 1 PER SPACING SKINNING SEALANT 1/4-14 x 7/8" 12-14 X 1 1/4" ROOF RCEO 4B1 (84260) ROOF STITCH FSNR ROOF STRUCT FSNR SEE FOR STD PATTERN „ 12-14 x 1 1/4 ROOF 3 PER FOOT AT ENDS ONLY CUT THE HO EEIN TH PURLIN LOWERRC04B3 ROOF SEE FOR UL90 PATTERN STRUCT FSNR 2 PER FOOT BUILDING EAVE INSULATION ROOF PANEL RETAINER (4334_) TO ALLOW FOR THE FLANGE ON THE UNDERSIDE OF THE SHEET RC04B2 SEE FOR ICE DAMMING PATTERN PANEL SIDELAP VENT BASE REV. DATE07/01/09 REV. N0.00 APEX 20 VENTILATOR PANEL RIB ROOF ON SLOPE REV. DATE-'07/01709 I REV. N0. 00 NOTES REV. DATE 07/01/09 REV. N0. 00 PANEL RIB ROOF PANEL ENDLAP REV. DATE 07/01/09 REV. N0. 00 PANEL RIB ROOF PANEL SIDELAP REV. DATE 07/01/09 1 REV. N0.00 PANEL RIB ROOF FSNR PATTERNS STANDARD RA12131 RCOOAI RCO2131 RC03131 RC04131 FACE OF'r 12-14 X 1 1/4" ROOF RAKE FASCIA WALL PANEL 1 1 4 STRUCT FSNR 0 1'-0" O.C. PANEL LRE(8BNSIDE ) FACE OF PANEL RIB APPLY 3/16" x 1/4" (RKF-) 3/16" x 1 /4" TAPE MASTIC WALL PANEL vpttlEs CAP SHEET RAKE FASCIA TAPE MASTIC (80390) CONT. (80390) (P-) (RKF-) UNDER RIB CAP 3/16" x 1/4" TAPE 4" BOTTOM OF ROOF SHEET MASTIC (80390) RAKE RIB CAP (RRC_) BOTH SIDES OFVPR�ES 1 1 4' APPLY 3/16" X 1/4' TAPE CLOSURE MASTIC (80390) UNDER rM W7 3/16" x 1/4" - THIS EDGE OF PEAK CAP __ ____________- 4 2 1 TAPE MASTIC - 9' CONT. (80390) 12-14 X 1 1/4" �ROOF STRUCT, FSN oZ (6) PER PEAK CAP 0 �Z W.P. RAKE FASCIA �C3 12-14 x 1 1/4" \ TO LAP UNDER ~� WALL STRUCT FSNR PEAK CAP r W~ (2) PER FOOT Q PANEL RIB OUTSIDE CLOSURE MIN 3" (1) PER FOOT VR OR RPR j PANEL RIB (80140) „ aN VEE RIB (8,3362) 1 2 S RPR (80130) 9Q RAKE CHANNEL 1/4-14 x 7/8" WALL RIDGE ATTACH (SPC-) TO STITCH FSNR PURLIN (RKF-) W/ 6 PDP EAVE GUTTER V-0" O.C. RIVETS 1/4-14 x 7/8" (EG-) LOWER WALL STITCH FSNR 1/4-14 x 7/8" PANEL CLOSURE < PERMIT #BUT'•E @ 1'-0" O.C. ROOF STITCH FSNR ANGLE (PCA-) SHEET METAL PEAK CAP (SPC-) COUNTY DEVELOPMENT VICES OUTSIDE CLOSURE 1 PER STRAP REVIEWED F�� PANEL RIB (80140) PR / VR AND 1 PER FOOT WALL PANEL COD C �ihLlAl"�CE VEE RIB (80362) WALL PANEL RPR (80130) pq-� BY :T_.� REV. DATE: 07/01/09 1 REV_ N0. 00 PANEL RIB ROOF RAKE TRIM REv. DATE 07/01/09 1 REV. N0. 00 PANEL RIB W/ EAVE GUTTER REV. DATE 07/01/09 1 REV_ N0. 00 PANEL RIB ROOF REV. DATE 07/01/09 REV. N0. 00 RAKE FASCIA RC30131 ALL PURLINS AT PR, VR OR RPR WALL THRU 2:12 RC32131 PR, VR OR RPR WALL L RC34131 RIDGE CAP ENDLAP I RC38C4 METAL PEAK CAP ATTACHMENT (P-RIBROOF) PERMIT SET- For Building Dept. Approval THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings THE WORK PRODUCT OF VP AND DESIGN BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE COVERING & TRIM SED'S AND PERFORMANCE REQUIREMENTS APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 SPECIFIED BY VP. THE VP ENGINEER'S FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION BUILDER BCM Construction Company, Inc JOBNO SEAL DOES NOT APPLY TO THE CUSTOMER Sunwest 12-8017 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE DATE PERFORMANCE OR DESIGN OF ANY OTHER GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION 5/28/2012 PRODUCT OR COMPONENT FURNISHED BY VP DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS Biggs, California VP BUILDINGS UI DRAWN/CHECK EXCEPT TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Sunwest VARDENLDINGS MKK GRR REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS PO# A BlueScope Steel Company VPC VERSION: 2012.2b NTS PAGE 33 5/24/2012 12:54:41 riLr-AAMC: 4515 Sunwest rev -1 a division of BlueScope Buildings North America, Inc. RAKE FASCIA (RKF—)� PANEL RIB FILLER (FPRF1) FASTEN IN PLACE W/ 4 POP RIVETS *PLASTIC CORNER CAP PCC1 OR � METAL CORNER 2 CAP (MCC1) W/ 8 POP RIVETS CUT AWAY SHADED AREA 45° NOTCH DETAIL A—A DATE:11/15/10 IREV. NO. 01 RC38N1 1/4-14 x 7 FSNR. 1 PEf AND 1 PER 2 FSNRS RE EXCEEDS 6'- 12-14 x 1 WALL STRUC' FSNR. 2 PER FOOT 12-14 x 1 WALL STRUC' FSNR. 2 PER FOOT EAVE GUTTER (EG—) —BIRD STOP (BS1) DOWNSPOUT STRAP* FASTEN IN PLACE (DST1) FASTEN TO W/ 4 POP RIVETS WALL PANEL WITH DATE gy s ` SEAL NIPPLE TO GUTTER WALL STITCH FSNR CDNNEC11ON WITH BRONZE FROM EACH END OF THE BEND TAB 3/16" x TO SECURE BOTH DOWNSPOUT NIPPLE ROOF STITCH FSNR HALVES OF STRAP —GUTTER CLOSURE (DSTI) TOGETHER (GGC—) FASTEN IN 8 POP RIVETS PLACE W/ 10 POP BASE ANGLE (BA—) RIVETS SHOWN, MAY BE WALL PANEL WITH (STR2) GUTTER SEAL INSIDE PERIMETER OF CLOSURE W/ BRONZE TUBE SEALANT (80507) EAVE GUTTER (EG—) EAVE GUTTER CORNER ASSEMBLY ALL SYSTEMS REV, DATE; 07/01 /09 I REV. N0.00 WC04G1 SEC TI C 12-14 x 1 1, WALL STRUCI FSNR. V-0" O.C. PANEL RIB WALL FASTENER PATTERNS PANEL RIB ILIA I I n A A 1 r I --AVE OR SAKE MEMBER INTERMEDIATE WALL GIRT 12-14 x 1 1/4" WALL STRUCT FSNR. 1 PER FOOT AT INT GIRTS BASE MEMBER VVVI. I ILlIVLI\ HEADER TRIM (HTS—) -14 x 1 1/4" _L STRUCT JR. 'ER FOOT I REV. DA WN3/15/12 REV. D' 01 I WALL TRIM AD D OPENING AD C24/�2 OVERHEAD Doo II ALTERNATE STRAPPING CONNECTION DOWNSPOUT ELBOW (5CE75) FASTEN TO DOWNSPOUT W/ 2 F RI VETS REV. DATE. -08/11i11 REV. NO. OI RC38P1 SEE ERECTION DWGS MASTIC FOR QUANTITY OF ON TOP DOWNSPOUTS GUTTER CUT AND TAB HOLE IN LINER EAVE GUTTER {EG—} DATE gy s ` SEAL NIPPLE TO GUTTER FSNR. MUST BE LOCATED CDNNEC11ON WITH BRONZE FROM EACH END OF THE TUBE SEALANT (80507) 3/16" x 1/4-14 x 7/8" DOWNSPOUT NIPPLE ROOF STITCH FSNR (DN 1) FASTEN IN 1 PER STRAP EAVE GUTTER W/ 2 PER FOOT 0 PANEL RIB 8 POP RIVETS 1 PER FOOT ® VR & RPR DOWNSPOUT STRAP* BASE ANGLE (BA—) (CS) FASTEN TO SHOWN, MAY BE WALL PANEL WITH (STR2) GUTTER 2 POP RIVETS STRAP UNDER VPC VERSION: 2012.2b ROOF PANEL *2 STRAPS PER 10' SECTION 3'-0" O.C. OF DOWNSPOUT. TYPICAL OF EITHER STRAP TYPE. J4 EAVE GUTTER (EG—) \ DOWNSPOUT (CP510) FASTEN TO DOWNSPOUT NIPPLE W/ 3 POP RIVETS N OTE: FIELD BENDING (CS) STRAP TO DOWNSPOUTS SHAPE REQUIRED DOWNSPOUT ASSEMBLY REV. DATE07/01/09 REV. N0.00 RC39A2 ALL SYSTEMS II I PANEL RIB SEAL WITH WALL PANEL SKINNING SECTION A—A SEALANT (80507) FIELD MITER (TDF—) AS R EQD. /12-14 x 1 1/4 " WALL STRUCT r 1/4-14 x 7/8" FSNR. �� WALL STITCH 1'-0` O.C. �� e FSNR. die V-0° O.C. � e DOOR FLASHING A TDF—) E� 12-14 x 1 1/4" A WALL STRUCT FSNR. WINDOW SILL V-0" O.C. REV. DATE07/01/09 REV. NO.001 SILL TRIM WC24A4 FRAMED OPENING (PANEL RIB) THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. 1/4-14 x WALL STITC FSNR. V-0" O.C. OUTSIDE C FLASHING 12-14 x 1 1/4" - ROOF STRUCT FSNR 1 PER STRAP W. P. 3/16" x 7/8" TAPE MASTIC (80349) ON TOP OF GUTTER STRAP PANEL RIB GUTTER STRAP ATTACHMENT REV. DATE07/01/091REV. N0.00 WC20A1 OUTSIDE CORNER TRIM PANEL RIB WALL PANEL RIB WALL THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. SEE RC39A2 FOR GUTTER ST ATTACHMENT FIELD FABRICATE GUTTER J❑INT COVER REV. DATE07/01/09 REV_ N0.00 PR EAVE GUTTER EXPANSION JOINT RC61 B6 FOR BUILDING OVER 160' IN LENGTH INSInr- nn"m FLA 0 PAN RIB WAL A /A . A _ . 7/8" REV. DATE 07/01/09 1 REV. N0. 00 WC21 Al INSIDE CORNER FLASHING PANEL RIB WALL VP Buildings 3200 Players Club Circle Memphis TN 38125 REVI DATE I BY I DESCRIPTION NTS 5/24/2012 12:54:43 PR, VR OR RPR WALL INSIDE CLOSURE PANEL RIB (80130) VEE RIB (80360) RPR PANEL (80140) 1/2w_I� BG— �'II PERMIT #_j I Z --d I PANEL RIB—' REVIEWED FOR LINER DATE gy s NOTE: A CONC. FSNR. MUST BE LOCATED LESS THAN 6" FROM EACH END OF THE BASE MEMBER. 3/16" x 1/4" TAPE MASTIC (80390) CUSTOMER12-8017 Su nwest 12-14 x 1 1/4" DATE 5/ 2 WALL STRUCT FSNR 2 PER FOOT 0 PANEL RIB LOCATION Biggs, California 1 PER FOOT ® VR & RPR DRAWN/CHHECKECK MKK GRR BASE ANGLE (BA—) SHOWN, MAY BE BASE GIRT (BG—), ^ OR CONCEALED BASE (CBA) `--FINISH FLOOR OR BASE TOP OF CURB WALL TRIM CONCRETE FASTENER (BT—) 24" O.C. (BY BUILDER) REV, DATE: 07/01 /04 1 REV, NO. 00 WC01AB 12-14x WALL STRI FSNR. V-0" O.0 BASE OF WALL ATTACHMENT PR, VR OR RPR W/ BASE TRIM nnnn m A[�I nAln ANEL RIB ALL PANEL JAMB TRIM (JT—) REV. DATE07/01/09 REV. N0.00 JAMB TRIM AT OVERHEAD DOOR WC24A1 PANEL RIB WALL PERMIT #_j I Z --d I BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO E MPLIANCE DATE gy s PERMIT SET- For Budding Dept. Approval COVERING & TRIM SED'S BUILDER BCM Construction Company, Inc F2PBUILDINGS JOBNO CUSTOMER12-8017 Su nwest DATE 5/ 2 VARCO PRUDEN A BlueScope Steel Company LOCATION Biggs, California DRAWN/CHHECKECK MKK GRR PROJECT Sunwest BUILDERS PO# PAGE VPC VERSION: 2012.2b 34 FILENAME: 4515 SunWest reV-1 a division of BlueScope Buildings North America, Inc. 5/24/2012 12:54:45 r"tNAMt: 4515 Sunwest rev -1 a division of BlueScope Buildings North America, Inc. STANDARD CLIPS 12 *�2T 0 0 INSET GIRT CLIP 0 Q 6 O O 0 O 0 p 0 K EY TO MARK NUMBERS �o O �/y �r Q \ `� ��� N 3 6 * PITCH CODE 0 - TO ,2 Q EN D PI0 ST N o N O 6h �, 0 o. N �, 3 D - � > r 'I N o N N 10 0 0 - a o M Q �0 REFER TO 7 5 �, 3/8 N 2 7 ,�,, > Q 0 5 N S ,z E N 5 OA 1 (FULL FRAME) �2'• 2 ��'' A'' * PITCH CODE _TO 12 DOOR JAMB CLIP (OUTSET) DJC 1 DOOR JAMB CLIP (INSET) DJC2* FFC OUTSET GIRT CLIP GC4 INSET GIRT CLIP GC5 GC6 INS C IPGIRT G C 8 CORNER COL. CONN. TO RAKE CHANNEL GC9 OUTSET (FUFRAME)GIRT IP CC I 0 12 2 12 *F —INSET 00 0 Q 0 CL P GIRT FILLER ANGLE Q r Q 47 N N cj �G�� ►� r �" 7/2+ 2 2� *PITCH CODE ' _ TO 12 GIRT CONN, CLIPIGHTHS {OUTSET) �` *PITCH CODE _ TO 12 GIRT CONN, CLIP () FGC CONN. CLIP OUTSET GIRT CORNER CLIP OUTSET GIRT GCC072__ CORNER CLIP GEN. (GEN.) LT"ElINSETPURLIN GCD05___ EIGHTHS GCE05 EICHnIs NCHES GFA -1 LENGTH=1'-6" GFA_ ,NCHES `-INCHES GALL -� JAMB BASE CLIP GC1 1 1 GC1 6 GCC 0 7 2 0 8 TH'K_ (EIGHTHS WIDTH (INCHES CC TH'K, (EIGHTHS GCD WIlTF (EIGHTHS IDTIi (INCHES G CE FEET �GTH FA GPC1 JBC1 WIDTH�[INCHES� TO EAVE PURLIN O CD 0 Ftisr G7� 2' ti 2 PURLIN STABILITY JAMB TO COL_ EIGHTHS JC_WCHLs CONN. PLATE 'K. (EIGHTHS BRACE PSB_ I 'T' ' EIGHTH�LENGTH I LTITH CATE RY ic �—_INCHESWIDTHiINCHES) FEET I STANDARD TRIM 4' ��� / � ; �- PARTS TO BE 2 9/16" I`� 1 �8 33j'/4~. 6 3/4 � o 1 N \ 1 7/8 *� g„ 1 CT__ L� NOM. LENGTH � - ASSSHOPEMBLED �\ (LEFT HAND ��\ SHOWN) -�- ��ti 1 7/16"1 1 $ \ � N N I „ „ p Q N *TRIM COLOR NOTE* fn CET_- �1� �I 8 5/8" . 4 /2" 3/4. N \ p N D DESIGNATES COLOR SIDE AT C BT-- � PITCH CODE * TO , 2 I 1„ t ---'-I DF-- EA � EF_* Q VARIES � *--- EG__ � I PITCH CODE * NOM. LENGTH NOM. LENGTH '�` NOM. LENGTH 4" NOM. LENGTH ' L--- L/R HAND PITCH CODE---- ; PITCH CDDE- * TO 12 I �___ PITCH CODE- * TO 12 -TO 12 NOM. LENGTH ADAPTOR TRIM AT BASE TRIM BT CANOPY EAVE TRIM CET CORNER TRIM CT DOOR FLASHING D � * TO 12 EA NOM. LENGTH EAVE FASCIA E NOM, LENGTH E G EAVE TRIM ET EAVE ASSEMBLY EAVE GUTTER 12 W Nto0-1 0 N�bQ r �.�� `n 1 1 /4' 4 1/2' , `3� � 4 VAR IES 1 1/4' 211 �-+ 7/8" 1/2" '` N a r $ DIM A RCF__ * GGC 1 _ L ---PITCH CODE-* TO 12 HT__ NOM, LENGTH HTS 1/2 ICF__ NOM. LENGTH JT-- MS-- \ C MT T:__NOM. PKF_ + CODE- * TO 12 (k 1� - I�- L- DIMENSIONAL CODE NOM. LENGTH NOM. LENGTH NOM. LENGTH LENGTH NOCH M LENGTH NOMINAL LENGTH GUTTER CLOSURE CCC HEADER TRIM HT HEADER TRIM HTS INSIDE CORNER 1CFJAMB TRIM TRIM JT MASONRY TRIM M S MASONRY EAVE TRIM MT PEAK FASCIA PKF PANEL RIB FILLER P[RF1 ROOF HEIGHT RCF CHANGE FLASHING -P N)� 2 5/8 „1 1 /2's 1 1/4" I I _ '`t / T N WN e— o,� m Q N \ if 11 12 314 4 1 1 /4' 1 /2 , 3 4' 312 ni" I VARIES PERMIT #� � a BUTTE COUNTEVELOPMENT SERVICES r RCL_ N \ RKF__ 1 /2� SEF--* 5 ; SET * I , ST__ 2� 1 /2" STC_-- I TLT__ C WRF REVIEWED FOR C ® C I�i'I�I-.II��iE Y L— L ---PITCH CODE-* TO 12 PITCH CODE-* TO 12 NOM. LENGTH L ---DIMENSIONAL CODE NOM, LENGTH �___ _ * PITCH CODE TO 12 DATE II -`I NOM. LENGTH NOM. LENGTH NOM. LENGTH NOM. LENGTH NOMINAL LENGTH NOM. LENGTH RAKE CLOSURE RCL RAKE FASCIA K F I \ f \ SOFFIT EAVE FLASH SEF SOFFIT EAVE TRIM S ET SOFFIT TRIM ST (SOFFIT TRIM R00F EXT) STC TUF-LITE TRIM TET WALL TO ROOF WRF—] FLASHING PERMIT SET- For Building Dept. Approval THE VP ENGINEER'S SEAL APPLIES ONLY TO THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP VP Buildings THE WORK PRODUCT OF VP AND DESIGN BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MRD19 Drawing AND PERFORMANCE REQUIREMENTS APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 3200 Players Club Circle Memphis TN 38125 SPECIFIED BY VP. THE VP ENGINEER'S FOR ANY OTHER PURPOSE WITHOUT PR PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION BUILDER BCM Construction Company, Inc JOBNO SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER CUSTOMER Sunwest 12-8017 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE DATE PRODUCT OR COMPONENT FURNISHED BY VP GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS LOCATION Biggs, California VP BUILDINGS 5/28/2012 EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VF ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Sunwest VARCO PRUDEN DRAWN/CHECK MKK GRR INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS PO# A BlueScope Steel 1ny VPC VERSION: 201212.. 2 2 b NTS PAGE 35 5/24/2012 12:54:45 r"tNAMt: 4515 Sunwest rev -1 a division of BlueScope Buildings North America, Inc. ROOF/WALL STRUCTURAL FASTENER ROOF STITCH FASTENER PANEL CLOSURES (T-2) #12-14 x 1 1/49, 5/16" HEX HD, SS CAP W/WASHER MARK NUMBER COLOR 097584 SEE COLOR SUFFIX CHART BELOW 57400 GALVALUME 57499 SPECIAL COLOR ROOF/WALL STRUCTURAL FASTENER (T-2) #12-14 x 1 1/2", 5/16" HEX HD, SS CAP WIWASHER MARK NUMBER COLOR 097585 SEE COLOR SUFFIX CHART BELOW 57800 GALVALUME 57899 SPECIAL COLOR ROOFIWALL STITCH FASTENER (T-1) 1/4-14 x 7/8",5116" HEX HD, SS CAP W/WASH E R MARK NUMBER COLOR 097581 SEE COLOR SUFFIX CHART BELOW 57600 GALVALUME 59229 SPECIAL COLOR ROOF STITCH FASTENER (T-1) 1/4-14 x 1 1181% 5/16" HEX HD, SS CAP W/WASHER MARK NUMBER COLOR 097582 SEE COLOR SUFFIX CHART BELOW 57650 GALVALUME 32200 SPECIAL COLOR POP RIVETS POP RIVET 1/8 x 3/8" MARK NUMBER COLOR 097580 SEE COLOR SUFFIX CHART BELOW 55400 GALVALUME 55429 SPECIAL COLOR COLOR SUFFIX CHART SUFFIX COLOR SUFFIX COLOR 100 = COOL ARTIC WHITE 112 = COOL GRANITE GRAY 102 = COOL COTTON WHITE 113 = COOL SIERRA TAN 103 = COOL COLONIAL RED 115 = COOL COLBALT BLUE 104 = COOL STRAW GOLD 116 = COOL ZINC GRAY 105 = COOL DARK BRONZE 117 = COOL COPPER PENNY 106 = COOL WEATHERED COPPER 118 = COOL METALLIC SILVER 107 = COOL BERMUDA GREEN 119 = COOL JADE GREEN 108 = COOL HEMLOCK GREEN 120 = COOL BRIGHT RED 109 = COOL LEAF GREEN 121 = COOL PARCHMENT 110 = COOL EBONY 122 = COOL OLD TOWN GRAY 111 = COOL IMPERIAL BLUE UNPNTD = UN PAINTED (T -AB) #17-14 x 1 ", 5/16" HEX HD, SS CAP W/WASHER MARK NUMBER COLOR HWRELF SEE COLOR SUFFIX CHART BELOW MISC. STRUCTURAL FASTENERS MARK NUMBER 55307 (T-3) 1/4-14 x 1 1/4" 5 /4", 3/8" HEX HD 55309 (T-3) 1/4-14 x 2",3/8" HEX HD 55310 (T-3) 1/4-14 x 3", 5/16" HEX HD 55311 (T-3) 114-14 x 411 , 5/16" HEX HD 56101 (T-4.5) #12-24 x 1 1/4119 5/16" HEX HD 56104 (T-5) #12-24 x 1 1/21115/16" HEX HD 59227 (T-5) 1/4-28 x 3", 5/16" HEX HD 59228 (T-5) 1/4-28 x 41V, 5/16" HEX HD 55308 (T -AB) #17-14 x 111, 5/16" HEX HD, SS CAP W/WASHER (BAG of 50) 58015 (T-1) 1/4-14 x 1 1/8"j 5/16" HEX HD, SS CAP W/ 7/8" WASHER THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. MARK NUMBER 80130 80140 80360 80362 80140 80130 80135 80136 HWRFC HWRHRC RIVETS DESCRIPTION PANEL RIB 3' INSIDE CLOSURE PANEL RIB 3' OUTSIDE CLOSURE VEE RIB 3' INSIDE CLOSURE VEE RIB 3' OUTSIDE CLOSURE RPR 3' INSIDE PANEL CLOSURE RPR 3' OUTSIDE PANEL CLOSURE SSR FOAM INSIDE CLOSURE SSR HARD RUBBER INSIDE CLOSURE HWR FOAM INSIDE CLOSURE HWR HARD RUBBER INSIDE CLOSURE BULB TITE STRUCTURAL BLIND RIVET MARK NUMBER COLOR 55160 ALUMINUM 55181 COOL ARTIC WHITE 55185 COOL DARK BRONZE TUBE SEALANT MARK NUMBER DESCRIPTION 80260 WHITE SKINNING 80265 GRAY SKINNING 80270 WHITE NON -SKINNING 80507 BRONZE SKINNING 80531 FLEXIBLE FLASHING SILICONE ADHESIVE (GRAY) TAPE MASTIC MARK NUMBER DESCRIPTION 80069 3/16" X 2" X 25' ROLL 80335 3/16" X 2 1/2" X 20' ROLL 80345 3/16" X 7/8" X 28" BOX OF 100 200 LINEAL FEET OF COVERAGE PER BOX 80347 3/16" X 7/8" X 9" (50) AND 3" (150) BOX 100 LINEAR FEET OF COVERAGE PER BOX 80349 3/16" X 7/8" X 40' ROLL 80390 3/16" X 1/4" X 40' ROLL HWRELM 1/8" X 1 1/2" X 30' ROLL PERMIT # V� 1-2---o n -) BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODS C MIFL1)%NCE DATE 1, gy_ (� PERMIT SET- For Building Dept. Approval VP Buildings 3200 Players Club Circle Memphis TN 38125 Common Warehouse Partmarks REV DATE BY DESCRIPTION BUILDER BCM Construction Company, Inc WVP 2BUILDINGS VARCO PRUDEN I JOBNO 12-8017 CUSTOMER Sunwest DATE 5/28/2012 LOCATION Biggs, California DRAWN/CHECK MKK GRR PROJECT Sunwest A BlueScope Steel Company VPC VERSION: 2012.2b NTS 77P� S PO# pgGE 36 5/24/2012 12:54:46 FILENAME` 4515 Sunwest rev -1 a division of BlueScope Buildings North America, Inc. Z—PURUN �INNECTION TO PUR NOT BY BLUESCOPE� i HANGER LOAD —PURUN ANGLE HANGER CONNECTION TO PURL NOT BY BLUESCOPE) SFR I nAD WEB HANGERS URUN NECTION TO PURUN f BY BLUESCOPE) PLATE OR STRAP BY BLU ESC E) I HANGER LOAD FOR 1/2" DIAM, BOLT TO PURLIN CONNECTION— MAX HANGER LOAD=15001 bs PURUN MUST BE S P EC IFICLY DESIGNED FOR LOADS GREATER THAN 500 LB, SEE NOTE #2, WIDE THROAT BEAM C—CLAMP MUST NOT BEND OR CONTACT PURUN LIP (NOT BY BLUESCOP E)-\ DO NOT USE A HANGER DEVICE THAT CAUSES DEFORMATION (FLATTENING) OF THIS FLANGE UP RI HALF FLA49--1 HALF FLANGE WIDTH '--Z— PURUN HALF FLANGE WIDTH HANGER ROD 6 NOT BY LUESCOPE)- Z—PURLIN FIELD DRILL HOLE FOR ROD IN BOTTQ M F G� 0 F PURLIN (7/16 MAX HOLE VERIFY OVERALL PURUN DESIGN CAN TAKE APPLIED LOADS. SEE NOTE #2 MAXIMUM LOAD SUSPENDED FROM BOTTOM (LOCATED AT HALF—FLANGE WIDTH) FLANGE THICKNESS MAX LOAD TH ICKN E55 MAX LOAD 01060 It 1 101 bs 0.088" 2001 bs 0-068 1201 bs 0.0980 2501 bs 0.073 1401 be 0.079" 1801 bs 0,1 13" 2501 bs FOR LOADS LOCATED MORE THAN HALF FLANGE WIDTH FROM WEB, USE HALF OF THE LOADS S H OWN ABOVE. BOTTOM FLANGE CLAMP HANGER BOTTOM FLANGE ROD HANGER (TOP FLANGE SIMILAR) (TOP FLANGE SIMILAR) DO NOT US E ANY OF TH E DETAILS ABOVE I F ROOF S LOPE IS GR EATER THAN 4:1 Z Z—PURUN RI KALF RANGE _ r TABLE ABOVE FOR �I `(NOT BY BLUESCOPE) EACH PURLIN I HANGER LOAD i HANGER ASSEMBLY Z—PURUN �(NOT BY BLUESCOPE) DOUBLE PURLIN HANGERS IHANGER LOAD VERIFY OVERALL PURLIN DESIGN CAN SUPPORT APPLIED LOADS, THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. GENERAL NOTES 1. CONCENTRATED LOADS GREATER THAN 5001 bs ON ANY SINGLE PURUN MUST BE EXPU CITLY LOCATED AND DESIGNED FOR DURING DESIGN OF BUILDING SYSTEM. 2, SPECIFIED COLLATERAL LOADS MAY BE CONVERTED TO SAF CONCENTRATED LOADS A FOLLOWS WH ERE P = MAX CO NCENTIATED LOAD(Ibs}}• W = U N FORM COLLATERAL LOADPSF) x PURLIN SPACING (ft) = I bs/ft; L = PURUN SPAN (ft) . HANGERS S H6ULD BE SPACED ARP ROX_ EQ UAL_ 1P IP i P IP I P I P P MAX= O.5wl P MAX = 0.4w1 P MAX = 0.25w1 iP +P iP j P `P IP `P jP 1P 6 OR MORE HANGERS PER PURLIN P MAX= 0.2w I P MAX = 0.15w1 P MAX= W x HANG ER SPAC ING EXAMPLE: A PIPE IS SUSPENDED FROM A PURUN AT 3 LOCATIONS EQUALLY SPACED BAY SPACING = Z4 -'—Q " PURUN SPACING = 5'-0" SPECIFIED COLLATERAL LOAD = 5 PSF W = 5 PS F x 5 FT = 25 PLF L = Z4'-0" PMAX — 0.25 x 25 PLF x 24'-0" — 150 LBS AT EACH LOCATION THE PURLIN CAN SUPPORT 3 LOADS UP TO 150 LBS EACH_ PICK A HANGER CONNECTION CAPABLE OF SUPPORTING ACTUAL APPLIED LOADS. 3. FOR LOADS GREATER THAN 250 Ibs, PU RU NS MUST BE "BLOCKED" AT LOCATION OF LOAD TO PREVENT PURLIN ROTATION. 4. EQUIPMENT LOADS SHOULD BE OBTAINED FROM CERTIFIED EQUIPMENT DRAWINGS AND MANUFACTURER'S DATA. 5. Z—PURLINS WILL DEFLECT UNDER SNOW AND WIND LOADS_ ITEMS THAT MAY BE DAMAGED DUE TO DEFLECTIONS, (EX. GAS LINES), VERIFY THAT PIPES OR SUSPENDED EQUIPMENT ARE COMPATIBLE WITH EXPECTED DEFLECTION RANGES (-L/180), 6, THE NATIONAL FIRE PROTECTION ASSOCIATION (N FPA)) R E UI R ES SPRINKLER HANGERS TO BE DESIGNED FOR A MINIMUM LOAD OF FIVE TIMES THE WEIGHT OF THE WATER—FILLED PIPE PLUS 250 POUNDS, THE HANGER IT BE ABLE TO SUPPORT THIS LOADING, IT IS NOT NECESSARY TO DESIGN THE SUPPORTI N G MEMBER FOR THISLOAD MUST COMBINATION WITH THE DESIGN LOADS, 7, SUSPENDED LOADS WILL NEED TO BE BRACED (TO THE PRIMARY FORCE RESISTING SYSTEM) FOR LATERAL STABILITY DUE TO EARTHQUAK ES, 8. HANGER DESIGN IS NOT THE RESPONSIBILITY OF BLUESCOPE. 9. TOP FLANGE HANGERS SHOULD BE AVOIDED ON BUILDINGS WITHOUT INSULATION SPACER BLOCKS ON TOP OF THE TO P FLANGE. IF TOP FLANGE HANGERS ARE REQUIRED. PLACE THE HANGERS AT THE ROOF PANEL MAJOR CORRUGATION LOCATION TO AVOID DAMAGING THE ROOF PANEL WITH THE HANGER WHEN THE ROOF PANEL IS LOADED OR WALKED ON. 10. WHEN BEAM C— C LAMPS OR OTHER ROD HANGERS ARE USED ON THE TOP FLANGE, THE ROD SHOULD NOT EXTEND ABOVE THE TOP OF THE CLAMP TO AVOID DAMAGING THE ROOF PANEL WITH THE ROD WHEN THE ROOF PANEL IS LOADED OR WALKED ON. 11. DO NOT HANG ANY TYPE OF C RAN E, HOIST, CONVEYOR OR ANY MOVING LOADS FROM THE Z— P U R U N S. 12_ DO NOT HANG ANY LOAD FROM B BNA SUPPLIED PURLIN BRACES OR BRIDGING_ 13. DO NOT WELD ANY PART OF THE Z —PURUN. 14. HOLES MUST NOT EXCEED 9/16 " DIAMETER U N LESS AUTHORIZED BY BBNA ENGINEER. DRILL OR REAM HOLES WHEN REQUIRED— DO NOT FLAME UT THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings 3200 Players Club Circle Memphis TN 38125 REV I DATE I BY I DESCRIPTION 5/24/2012 NTS 17:50:00 PERMIT#__R ( 2_>-6 C, BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COD O�/IPLIAN E DATE gy PERMIT SET- For Building Dept. Approval PLANOGRAPH BUILDER BCM Construction Company, Inc CUSTOMER Sunwest LOCATION Biggs, California PROJECT Sunwest BUILDERS PO# FILENAME' 4515 Sunwest rev -1 JOBNO 12-8017 DATE 4VAPRCO BUILDINGS 5/28/2012 2PRUDEN DRAWN/CHECK a division of BlueScope Buildings North America, Inc 0 0 Q N 3 BANNOCK ST. CENTER LINE o 509'-6' a C T. Y "MA o B x--- 256 S.F. 4,170 S,F, 1 4,170 S.F. \♦ �♦! �a Q\ ♦\\ S-1 S-1 �.\�` ` \ _ r� y [v 26,185 S.F. \ '�y`.a\ `� c Y`� \ �`.: \, �♦♦ 25T 0� c"..7yfl +.3, 6185 z;ems \ \ \ - \. I I S 1 a♦ ♦ \ « ♦ ` a \\ A MA a ♦♦\♦ ♦ ♦\ ` \ ft 121 43`N e m r ♦a \� \\ ♦�a�\x\�\\\\ PROPOSED r \ \� S 1 u, EXPANSION •� S\ \.� 11,88fl �.F, I 0,920 S.F. 4. �� ♦ x � �� �a��,.�a' c�a 0 3a � �� �:, �3 �a g�a� �� ♦ .� OUTER LIMITS �`� �` OF BUILDING s �\ ♦off �. c I O 1 w \ \�:` ♦ems \ ` ate, " UNDER co �1 z O " • ♦ �� ��� \aa,\. CONSIDERATION , F-1 �3 \\ r ♦'��$ a�\ a ° 167-0' 61'-0' ._ 'NON \ a \� a \. w 4,215 S. Q F-1 \\" '\\ .\ ��a z S-2 w O 11,830 S.F. b� ♦ \`'.' .r> \\'\ lC `L♦�, c��:: J *EXISTING �7 Trlr�. CC \ .����� EXISTING O �\� CONC. WALL 4 Q a M w FLAT g w f a d STORAGE I^I z waaM" \ i - ♦\\ ,��•v'�z".\��1 O 9'16c S��Li g IIe` .wc BLDG, v-1 \ SECOND ` \ 2, 0 S.F. \ hfx �`; �\. FLOOR PLAN M al �. �\ ` a5 *NOTE:4 260 S, a ♦ • >. ♦ \�. \. . �. '> : -\ :, \\\�♦ a ado \\ COMPLIES NTH \\ \\\`\................. PROVISIONS OF CBC 5075 - u POO JECT SITE OWNER SUNWEST MILLING COMPANY, INC. 507 Bannock Street Biggs, California 95917 (530) 868-5421 GENERAL CONTRACTOR., R BCM CONSTRUCTION COMPANY, INC t 2990 Highway 32, Ste. 100 > Chico, CA 95973 (530) 342-1722 (530) 342-1768 FAX I`-...._fes_-;♦_� _._�..,,.,._..,�,_.l♦._.-.,.. i..._,a.__ ._.,:..._%..v.^_.♦.__• __\.-•^.-,'.,✓ IMI .43 3 ARCH FECT/STa UMC . E VML VEE L NICHOLS, MELBURG & ROSSETTO 555 Main St., Ste. 300 Chico, California 95928 (530) 891-1710 (530) 891-0138 FAX GEOTECHNML ENMNEER WALLACE KUHL & ASSOCIATES 3050 Industrial Blvd. West Sacramento, California 95691 (916) 372-1434 (916) 372-2565 FAX C VU L ENMNEER ROBERTSON ERIKSON 888 Manzanita Ct., Ste. A Chico, California 95926 (530) 894-3500 (530) 894-8955 FAX DEZ1314-IBUMD TT" uVv 11 EC W G=ATT V CAL BOS SHEET METAL 3325 52nd Avenue SEE CODE ANALYSIS EXISTING I ODE �, �p n II MC��C� MAINE 4 1n111 V /n/L�, ll NAV BLDG co PLAN n n n n EXISTING TRUCK i EXISTING FLAT STORAGE BLDG SCALE FLOOR AREA = 32,994 SQ FT \} �` MAX BLDG HEIGHT = 55' (ONE-STORY) < HOUSE { OCCUPANCY = S-2 (LOW -HAZARD, FOOD PRODUCTS) ? CONSTRUCTION TYPE = II -B (NON -SPRINKLED) } YARDS = GREATER THAN 60' THREE SIDES, FOURTH SIDE AT 54' { CODE ANALYSIS: BASIC PROPER �} FRONTAGE (INCRFLOORLE � EASE 6 / 726 00251 30/30 SQ FT (At 0,75 ADJUSTED ALLOWABLE AREA = 26,000 + (26000 x 0.75) = 45500 SQ FT 45,500 SQ FT > 32,994 SQ FT : OKAY ? r L APPLICABLE CODES AND REGULATIONS: NOTE: ALL WORK PERFORMED AND PRODUCTS FURNISHED SHALL COMPLY WITH THE FOLLOWING CODES: ° Seismic Design Category D ° Class 4 Sol Material per CBC Table 18062 or per Sals Report per CBC 1803 ° Basic Wind Speed (85 mph) ° Snow Load (Below 1499 Feet - No Regtirement) ° Roof Lure Load (20PSF) ° MaAran Rah Intensity (3° per hour) ° 2010 Edlbon of California Title 24 California BLi ft Code (CBC) California Electrical Code (CEC) California Mechanical Code (CMC) Callfarlia PlumbN Code (CPC) California Energy Standards Code California Fre Code (CFC) California Green Bui ft Standards Code ° 2010 CBC Title 24 Aocesshiity Regulations )Q JURISDICTION : ° CITY OF BIGGS PLANNING DEPARTMENT ° BUTTE COUNTY BUILDING DEPARTMENT NOTE BUTTE COUNTY DEVELOPMENT SERVICES, BUILDING DIVISION ENFORCES CALIFORNIA TITLE 24, CHAPTER 11B FOR ACCESSIBILITY REQUIREMENTS AND NOT THE ADA. IQ OCCUPANCY GROUP CLASSIFICATIONS : RICE MILLING FACTORY: MOD, HAZARD FACTORY INDUSTRIAL F-1 (CBC 3062) PRODUCT STORAGE MODERATE HAZARD STORAGE S-1 (CBC 3112) OFFICE BUSINESS B (CBC 304.1 ° ACTUAL FLOOR AREA CALCULATION (EXISTING + PROPOSED} OCCUR GROUP FIRST FLR SECOND FLR. TOTAL AREA (SQA. FT) F-1 OCCUPANCY 14,215 (Aff) 11,830 26,045 S-1 OCCUPANCY 88,381 (Aff) 8515 96,896 B OCCUPANCY 5,086 (Aff) - 5,086 107,682 20,345 128,027 TV. REQUIRED FIRE -RESISTIVE OCCUPANCY SEPARATIONS: ° PER CBC, TABLE 508.4 (SPRINKLERED) BETWEEN B AND F -t NO SEPARATION REQUIREMENT BETWEEN B AND S-1: NO SEPARATION REQUIREMENT • R: ..\O♦ WEST NOTE THE ITEMS LISTED BELOW REQUIRE THE CONTRACTOR TO SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW AND COORDINATION AND TO THE COUNTY OF BUTTE FOR APPROVAL THE CONTRACTOR SHALL PROCEED WITH THE WORK ONLY AFTER REVIEW AND ACCEPTANCE BY BOTH THE ARCHITECT AND THE COUNTY OF BUTTE THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE DEFERRED SUBMITTAL ITEMS AND ALLOW ADEQUATE REVIEW TIME BY THE ARCHITECT AND THE COUNTY OF BUTTE 1. FIRE SPRINKLER SYSTEM. THE ITEMS LISTED BELOW SHALL BE SUBMITTED UNDER SEPARATE COVER TO THE FIRE MARSHAL THE PLANS MUST BE APPROVED; PERMIT ISSUED; AND, HAVE INSPECTION BY THE FIRE MARSHAL, PRIOR TO BUILDING CLOSING IN, I FIRE SPRINKLER SYSTEM. 2 FIRE ALARM SYSTEM. THE INSTALLING CONTRACTOR SHALL BE U,L CERTIFIED AND LISTED, PLANS FOR THE FIRE ALARM SYSTEM SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE FIRE DEPARTMENT, PLEASE SUBMIT A FULL SET OF FIRE ALARM PLANS, INCLUDING SPECIFICATION SHEETS FOR THE CALIFORNIA LISTED DEVICES PROPOSED, VOLTAGE DROP CALCULATIONS AND CONNECTION TO THE BACKUP POWER SUPPLY, THE SYSTEM SHALL BE DESIGNED AND INSTALLED PER NFPA 72 STANDARDS, CHAPTER 35 OF THE BUILDING CODE AND THE CALIFORNIA ELECTRIC CODE NOTE WHEN SPECIAL INSPECTIONS ARE REQUIRED BY SECTION 1704 OF THE 2010 CBC, THE SPECIAL INSPECTOR SHALL BE HIRED BY THE OWNER AND MUST BE PRE -APPROVED BY THE BUILDING DEPARTMENT, SEE "PROJECT NOTES" ON PRE-ENGINEERED METAL BUILDING VENDOR DRAWINGS, SHEET E1 FOR SPECIAL INSPECTION REQUIREMENTS FOR HIGH STRENGTH BOLTING AND OTHER STEEL INSPECTIONS. SEE 'SPECIAL INSPECTION NOTES" ON SHEET S120 FOR ALL OTHER SPECIAL INSPECTION REQUIREMENTS. OWNER RETAINED SPECIAL INSPECTOR FOR ALL SPECIAL INSPECTIONS AND TESTING: WALLACE KUHL & ASSOCIATES 3050 Industrial Boulevard, West Sacramento, CA 95691 Phone: (916) 372-1434 I rM I DO] I BUILDING AREA MODIFICATIONS (CBC 506) FRONTAGE INCREASE (CBC 5062) (If) WIDTH LIMITS (CBC 50621 - Exoeption)I SHT. # DD ESC RG PT�ON If=[F/P-0.25]W/30 W =[(509,5x60)+ _nth FOR A0.1 [2181 / 2181 - 025159.6/30 = (581 x 60) + - east G1.2 GENERAL NOTES, CONSTRUCTION ASSEMBLIES, ABBREVIATIONS 1/16° = Y4" = (347.5 x 60) + (162 x 54) + - south SITE DETAILS CML ON-SITE (for reference only) If=1.9 = (581x60)]/2181=59.6 -Wast STRUCTURAL COVER SHEET SPECIAL INSPECTION NOTES C2 ADJUSTED ALLOWABLE AREA CALCULATION Aa = { At + [At x If] + [At x Is] } C3 DEMOLITION PLAN T = 49-0" F-1 S-1 'r = 40-0 C5 At = 15500 S.F. 17,500 S.F. 23,000 S.F. PAVING & DIMENSION PLAN 1" = 4U -O' FRONTAGE INCREASE (15,500 x 1,49) (17,500 x 1.49) (23,000 x 1.49) A6.1 C8 (CBC 5062) [At x It] = 23,095 26,075 34,270 3D MODEL ISOMETRIC / INTERIOR ELEVATIONS TILT -UP CONCRETE PANEL ELEVATIONS AUTOMATIC SPRINKLER (15500 x 2) (17,500 x 2) (23,000 x 2) PEDESTRIANS AS WELL AS AN UNDO HARDSHIP ON THE OWNER, �1 5410 INCREASE (CBC 5063) [At x Is] = 31DW S.F. 35,000 S.F. 46,000 S.F. 3 THERE ARE NO OPENINGS IN THE WALL FAGNG THE REDUCED 1 Is =2 TYPICAL STRUCTURAL DETAILS ALLOWABLE AREA Aa = 69,595 S.F. 78,575 S.F. 103270 S.F. MULTI STORY INCREASE (CBC 506.41 2 2 -- TOTAL ALLOWABLE AREA 139,190 G.F. 157,150 S.F. 103,270 S.F. MIXED USE CALCULATION: FIRST FLOOR (ON0 F-1 S-1 ACTUAL AREA / Aff / 14,215 / 88,381/ 5,086/ ALLOWABLE AREA: Aa = 695951 78,575 103,270 RATIOS: 020 + 112 + 0.05 = t37 FIRST FLOOR AREA DOES NOT COMPLY PER CBC 508,42 1.37 > 1.0: Not Okay USE UNLIMITED AREA EXCEPTION PER CBC 5107.4 & 507.5 NOTE THE ITEMS LISTED BELOW REQUIRE THE CONTRACTOR TO SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW AND COORDINATION AND TO THE COUNTY OF BUTTE FOR APPROVAL THE CONTRACTOR SHALL PROCEED WITH THE WORK ONLY AFTER REVIEW AND ACCEPTANCE BY BOTH THE ARCHITECT AND THE COUNTY OF BUTTE THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE DEFERRED SUBMITTAL ITEMS AND ALLOW ADEQUATE REVIEW TIME BY THE ARCHITECT AND THE COUNTY OF BUTTE 1. FIRE SPRINKLER SYSTEM. THE ITEMS LISTED BELOW SHALL BE SUBMITTED UNDER SEPARATE COVER TO THE FIRE MARSHAL THE PLANS MUST BE APPROVED; PERMIT ISSUED; AND, HAVE INSPECTION BY THE FIRE MARSHAL, PRIOR TO BUILDING CLOSING IN, I FIRE SPRINKLER SYSTEM. 2 FIRE ALARM SYSTEM. THE INSTALLING CONTRACTOR SHALL BE U,L CERTIFIED AND LISTED, PLANS FOR THE FIRE ALARM SYSTEM SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE FIRE DEPARTMENT, PLEASE SUBMIT A FULL SET OF FIRE ALARM PLANS, INCLUDING SPECIFICATION SHEETS FOR THE CALIFORNIA LISTED DEVICES PROPOSED, VOLTAGE DROP CALCULATIONS AND CONNECTION TO THE BACKUP POWER SUPPLY, THE SYSTEM SHALL BE DESIGNED AND INSTALLED PER NFPA 72 STANDARDS, CHAPTER 35 OF THE BUILDING CODE AND THE CALIFORNIA ELECTRIC CODE NOTE WHEN SPECIAL INSPECTIONS ARE REQUIRED BY SECTION 1704 OF THE 2010 CBC, THE SPECIAL INSPECTOR SHALL BE HIRED BY THE OWNER AND MUST BE PRE -APPROVED BY THE BUILDING DEPARTMENT, SEE "PROJECT NOTES" ON PRE-ENGINEERED METAL BUILDING VENDOR DRAWINGS, SHEET E1 FOR SPECIAL INSPECTION REQUIREMENTS FOR HIGH STRENGTH BOLTING AND OTHER STEEL INSPECTIONS. SEE 'SPECIAL INSPECTION NOTES" ON SHEET S120 FOR ALL OTHER SPECIAL INSPECTION REQUIREMENTS. OWNER RETAINED SPECIAL INSPECTOR FOR ALL SPECIAL INSPECTIONS AND TESTING: WALLACE KUHL & ASSOCIATES 3050 Industrial Boulevard, West Sacramento, CA 95691 Phone: (916) 372-1434 I rM I DO] I C9 SWPPP EROSION SEDIMENT & POLLUTION CONTROL SITE PLAN I" = 59-T CML OFF-SITE (for reference oily) C01 TITLE SHEET, LOCATION MAP, ABBREVIATIONS, NOTES. CO2 STREET PLAN AND PROFILE VIEWS CO3 DETAIL SHEET 3 >y83 Cc �t GENERAL NOTES AND DETAILS Mi ■ Copyright O 2012 Al Ideas deVAarrargerr>anb a'rdnd plane hdi0ated or repreeerrted by by, amend R06SETTO and were cre wonted andM of,s dwebped far Lee art and h o0nortIon Wt� the s mdW project None of suoh Ideas, dael A arrer>ger Wb Or plans shell be used bS� or dsabeed to ary pereoR ftrn ar oorporetbn for ary pLrpcee whataMw Wftut the when permissbn of NICHOLS, MELBURG and RossETTO. IF�O TO ARCHITECTS S + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 (530) 891-1710 (530) 891-0138 FAX http://www,nmrdesign,com CONSULTANTS BLTT�. ('01INT1- APf?022012 DEVELOPNwN, - SERVICES Ell LICENSE STAMPS Q` OF CA`�FO Ell PROJECT NAME Q PROPOSED SED WAREHOUSE EXPAN ON ARCHITECTURAL ✓ LIMITED TO F, S, AND B OCCUPANGES ✓ NO MORE THAN 2 STORIES � A0CFZS1MM= SHT. # DD ESC RG PT�ON SCC. INTRODUCTION FOR A0.1 G 1.1 COVER SHEET, CODE ANALYSIS N G1.2 GENERAL NOTES, CONSTRUCTION ASSEMBLIES, ABBREVIATIONS 1/16° = Y4" A0.3 SITE DETAILS CML ON-SITE (for reference only) I� � N W E�TA1.1 Cl TITLE SHEET, GENERAL NOTES STRUCTURAL COVER SHEET SPECIAL INSPECTION NOTES C2 EXISTING TOPOGRAPHY T = 50'-0" C3 DEMOLITION PLAN T = 49-0" C4 GRADING PLAN 'r = 40-0 C5 UTILITY PLAN 1" = 40-0" C6 PAVING & DIMENSION PLAN 1" = 4U -O' C7 DETAIL SHEET A6.1 C8 SUMP PIT DETAILS AND SPECIFICATIONS 2 THE EXTERIOR WALL FACING THE REDUCED WIDTH IS 3 -HOUR RATED C9 SWPPP EROSION SEDIMENT & POLLUTION CONTROL SITE PLAN I" = 59-T CML OFF-SITE (for reference oily) C01 TITLE SHEET, LOCATION MAP, ABBREVIATIONS, NOTES. CO2 STREET PLAN AND PROFILE VIEWS CO3 DETAIL SHEET 3 >y83 Cc �t GENERAL NOTES AND DETAILS Mi ■ Copyright O 2012 Al Ideas deVAarrargerr>anb a'rdnd plane hdi0ated or repreeerrted by by, amend R06SETTO and were cre wonted andM of,s dwebped far Lee art and h o0nortIon Wt� the s mdW project None of suoh Ideas, dael A arrer>ger Wb Or plans shell be used bS� or dsabeed to ary pereoR ftrn ar oorporetbn for ary pLrpcee whataMw Wftut the when permissbn of NICHOLS, MELBURG and RossETTO. IF�O TO ARCHITECTS S + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 (530) 891-1710 (530) 891-0138 FAX http://www,nmrdesign,com CONSULTANTS BLTT�. ('01INT1- APf?022012 DEVELOPNwN, - SERVICES Ell LICENSE STAMPS Q` OF CA`�FO Ell PROJECT NAME Q PROPOSED SED WAREHOUSE EXPAN ON ARCHITECTURAL ✓ LIMITED TO F, S, AND B OCCUPANGES ✓ NO MORE THAN 2 STORIES � A0CFZS1MM= A9.1 A9.2 TYPICAL DETAILS TYPICAL DETAILS BIGG CALIFORNIA Ell FOR A0.1 OVERALL SITE PLAN 1" = 501-0" N A0.2 ENLARGED SITE PLAN 1/16° = Y4" A0.3 SITE DETAILS I� � N W E�TA1.1 THIS PROJECT IS LOCATED WITHIN A LARGE INDUSTRIAL SITE WHERE A HIGH VOLUME OF DOOR SCHEDULE, WINDOW & DOOR FRAME TYPES STRUCTURAL COVER SHEET SPECIAL INSPECTION NOTES v U A2.1 OVERALL FLOOR PLAN 1/16° = T -T I� UNU A3.1 REFLECTED CEILING PLAN 1/16" = Y-0" uvu A4.1 ROOF PLAN 3/32" = CO n � �� � �% A5.1 EXTERIOR ELEVATIONS" = y{p T -T uvu u A6.1 BUILDING SECTIONS 1/8" = Y40" 2 THE EXTERIOR WALL FACING THE REDUCED WIDTH IS 3 -HOUR RATED A7.1 3D MODEL ISOMETRIC / INTERIOR ELEVATIONS TILT -UP CONCRETE PANEL ELEVATIONS 507 BANNOCK ST. ' Sacramento, CA 95823 BETWEEN F-1 AND S -t NO SEPARATION REQUIREMENT WIDTH. S430 TYPICAL STRUCTURAL DETAILS DRAWING STATUS (916) 428-1780 (916) 428-7633 FAX V. CONSTRUCTION TYPE (PER CBC TABLE 601) CD SET �I : DL EXITING ANALYSIS (PER CBC TABLE 1004,1.1) PLUMBING � PLUMBING °TYPE II - B (SPRINKLERED) MAX. OCC. LOAD FOR P 1.01 PLUMBING PLAN, ENLARGED PLUMBING PLANS, LEGEND &SCHEDULES L G E LL I S PLUMBING, INC. OCCUPANCY AREA (S.F) OCC. LOAD FACTOR OCC. LOAD 1 EXIT (TABLE 10151) PROJECT DATA ELECTRICAL PERMIT RE -SUBMITTAL 8608 - B Fruitridge Road VL ALLOWABLE BUILDING HEIGHT LIMITS (PER CBC TABLE 5031 F-1 26,045 300 S.F. / OCC. 87 49 y __LEC -._ ,_ �~~_.._SHEET ,-..� 'f- �� ~ �~��" ( E0.0.0 ELECTRICAL COVER SHEET ■ ■ Sacramento, CA 95826 S-1 96,896 500 S.F. /OCC, 194 29 -- F-1 OCCUPANCY, TYPE II - B: 2 -STORY � ��•�•�••`--•`•�-`� � (916) 383-5422 B 5,086 100 S.F. / OCC. 51 49 E1.0.1 INTERIOR TITLE 24 DOCUMENTATION REVISIONS S-1 OCCUPANCY, TYPE II - B: 2 -STORY ASSESSORS PARCEL N0. 022-160-079, 080, 081, & 001-190-002 Sym- ascription By Date o EL�E�T���G=�� B OCCUPANCY, TYPE II - B: 3 -STORY NUMBER OF EXITS REQUIRED (PER CBC PARAGRAPH & TABLE 1015.1} = 2 (LOT LINE ADJUSTMENT PENDING) E1.o.2 EXTERIOR TITLE 24 DOCUMENTATION E2.0.0 ONE -UNE DIAGRAM & PANEL SCHEDULES q De,, ., E y '-'..A, � °.. �J'l 33/29,12 - - - , V •.-- -. NUMBER OF EXITS PROVIDED: = 22 O.K. ZONING M-2 GENERAL INDUSTRIAL�F� BOSLEY ELECTRIC COMPANY ,,/„\ _ E3.0.0 SITE PLAN - ELECTRICAL UTILITIES } f`. CHANGE\ OWNER t ` � VIL BASICw ALLOWABLE FLOOR AREA (ONE-STORY; s r_5 `..s CBC TABLE 503r FLOOD ZONE ZONE X (500)3/29/12 935 Arden Way < REQUIRED WIDTH OF EXITS (PER CBC 10051 332 x (02)1 t = 3,02° EACH DISTRICT RD 833 I E4.1.1 FLOOR PLAN - POWER & SIGNAL Sacramento, California 95815 ? F-1 OCCUPANCY, TYPE II - B: 15,500 S.F. (At) MIN. WIDTH OF EXITS PROVIDED: 22 = 36u 0� E ._:- 17/ (916) 568-5180 (916) 568-5183 FAX J) S-1 OCCUPANCY, TYPE II - B: 17,500 S.F. (At) = STREET ADDRESS 507 BANNOCK ST. _y',_._,,,_ ., .._ `_..-� .._�... _�, _ f' '- 2��2 �p�����2�� B OCCUPANCY, TYPE II - B: 23DW S.F. (At) BIGGS, CA PRE-ENGINEERED METAL BUILDING Drawn By DAR ;?' MARQUEE FIRE PROTECTION APPROVALS PARCEL AREA 636,044 S F. (14,6 ACRES) E1 COVER SHEET E 16 CROSS SECTIO AT FRAME LINES 4 - 7 (BLDG'A9 oVR ALLOWABLE VERSUS ACTUAL FLOOR AREAS: E2 PARTIAL ROOF FRAMING PLAN - BLDG W E17 CROSS SECTION AT FRAME LINES 4 - 7 IBLDG'A9 � -----,Checked By 710 West Stadium Lane E3 PARTIAL ROOF FRAMING PLAN - BLDG'N E18 CROSS SECTION AT FRAME LINE 2 (BLDG 'B9 Sacramento, CA 95834 ° MULTIPLE OCCUPANCY/MIXED-USE PROPOSED BUILDING EXPANSION: E4 PARTIAL ROOF FRAMING PLAN - BLDG 8' E19 CROSS SECTION AT FRAME LINE 9 (BLDG 'C9 Date Drawn 3/29/12 ' (91 6) 641p-p79p97 (9n1�6) 641-07775 FAX ° 2 STORY BUILDING USE WAREHOUSE STORAGE E5 PARTIAL ROOF FRAMING PLAN - BLDG V &'a E20 CROSS SECTION AT FRAME LINES B.7 & B,9 (BLDG Di METAL l�J t�D u VERECTORS ° GREATER THAN 60 FOOT YARDS, FOUR SIDES CITY OF BIGGS PLANNING DEPARTMENT DATE u E6 WALL ELEVATION 'SWA" E21 CROSS SECT. AT PORTAL FRAME (BLDG 'A', ELEV "SWAJ Scale N/A STORIES ONE (34 8 MAX. HEIGHT TO RIDGE) E7 WALL ELEVATION 'SWC" E22 CROSS SECT, AT PORTAL FRAME (BLDG 1Y, ELEV 'SW 3 I� CRANSTON STEEL STRUCTURES, INC. CONSTRUCTION TYPE 11-B (NON -RATED, NON-COMBUSTIBLE) E8 WALL ELEVATION 'SWA" E23 DETAILSCo N Job No. 10-5364.20 � x PO Box 1036 BUTTE COUNTY BUILDING DEPARTMENT DATE WITH AUTOMATIC FIRE SPRINKLER SYSTEM E9 WALL ELEVATION "SW &'SWD", CANOPY ELEVATIONS E24 CONNECTION BOLT DATA / DETAILS 7'7 . OCCUPANCY CLASSIFICATION GROUPS S-Y,'F-T & 8' E10 WALL ELEVATION EwB" F1 ANCHOR ROD SETTING PLAN SHEET N o Is � Woodland, CA 95776 E11 WALL ELEVATION "EvvD" F NO. o � i (530) 662-0966 TOTAL ADDED FLOOR AREA 41280 SCS. FT, 2 BASE OF STEEL DETAILS o- SUNWEST MILLING CO, INC, DATE E12 WALL ELEVATION "EWB" F3 BASE OF STEEL DETAILS i� E13 WALL ELEVATIONS "EWA", "EWC" & "EV" F4 REACTION TABLES ��G11 x E14 CROSS SECTION AT FRAME LINES 3 & 8 (BLDG'A9 F5 REACTION TABLES �' 6 Z CC,,) E15 CROSS SECTION AT FRAME LINES 3 & 8 (BLDG 'A) F6 REACTION TABLES ULEX Ell Ell- N ■ ■ ■ ll d ✓ LIMITED TO F, S, AND B OCCUPANGES ✓ NO MORE THAN 2 STORIES � A0CFZS1MM= A9.1 A9.2 TYPICAL DETAILS TYPICAL DETAILS BIGG CALIFORNIA Ell STRUCTURAL N ✓ AUTOMATIC SPRINKLER SYSTEM PROVIDED SHEET TITLE ✓ GREATER THAN 60 FOOT YARDS, THREE: SIDES - FOURTH SIDE THIS PROJECT IS LOCATED WITHIN A LARGE INDUSTRIAL SITE WHERE A HIGH VOLUME OF silo /';`, S120 j STRUCTURAL COVER SHEET SPECIAL INSPECTION NOTES GREATER THAN 40 FEET (SEE BELOW) TRACTOR -TRAILER VEHICLES ARE REQUIRED TO CIRCULATE CONTINUOUSLY, PER CBC SECTION 5075 - THE PROPOSED EXPANSION WILL CONTAIN TWO EXIT DC THAT LEAD TO THE PUBLIC WAY s2io FOUNDATION PLAN VS" = 1-0"TTn_E SHEET I THE REDUCED WIDTH OCCURS )AT 162 FT / 2181 FT = 7.4% < 75%: OK- BY WAY OF AN ACCESSIBLE PATH OF TRAVEL ALL THEA EXITS�SHOWN, HOWEVER, CAN NOT BE PROVIDED WITH AN ACCESSIBLE PATH OF TRAVEL TO THE PUBLIC WAY, CREATING AN S310 TILT -UP CONCRETE PANEL ELEVATIONS VS = Y-0 2 THE EXTERIOR WALL FACING THE REDUCED WIDTH IS 3 -HOUR RATED ACCESSIBLE PATH OF TRAVEL FROM EVERY EXIT WOULD CREATE AN UNSAFE CONDITION FOR s320 TILT -UP CONCRETE PANEL ELEVATIONS 1/8" = Y4" (9" CONCRETE). PEDESTRIANS AS WELL AS AN UNDO HARDSHIP ON THE OWNER, �1 5410 TYPICAL FOUNDATION DETAILS ■ 3 THERE ARE NO OPENINGS IN THE WALL FAGNG THE REDUCED 1 5420 TYPICAL STRUCTURAL DETAILS ' Sacramento, CA 95823 BETWEEN F-1 AND S -t NO SEPARATION REQUIREMENT WIDTH. S430 TYPICAL STRUCTURAL DETAILS DRAWING STATUS (916) 428-1780 (916) 428-7633 FAX V. CONSTRUCTION TYPE (PER CBC TABLE 601) CD SET �I : DL EXITING ANALYSIS (PER CBC TABLE 1004,1.1) PLUMBING � PLUMBING °TYPE II - B (SPRINKLERED) MAX. OCC. LOAD FOR P 1.01 PLUMBING PLAN, ENLARGED PLUMBING PLANS, LEGEND &SCHEDULES L G E LL I S PLUMBING, INC. OCCUPANCY AREA (S.F) OCC. LOAD FACTOR OCC. LOAD 1 EXIT (TABLE 10151) PROJECT DATA ELECTRICAL PERMIT RE -SUBMITTAL 8608 - B Fruitridge Road VL ALLOWABLE BUILDING HEIGHT LIMITS (PER CBC TABLE 5031 F-1 26,045 300 S.F. / OCC. 87 49 y __LEC -._ ,_ �~~_.._SHEET ,-..� 'f- �� ~ �~��" ( E0.0.0 ELECTRICAL COVER SHEET ■ ■ Sacramento, CA 95826 S-1 96,896 500 S.F. /OCC, 194 29 -- F-1 OCCUPANCY, TYPE II - B: 2 -STORY � ��•�•�••`--•`•�-`� � (916) 383-5422 B 5,086 100 S.F. / OCC. 51 49 E1.0.1 INTERIOR TITLE 24 DOCUMENTATION REVISIONS S-1 OCCUPANCY, TYPE II - B: 2 -STORY ASSESSORS PARCEL N0. 022-160-079, 080, 081, & 001-190-002 Sym- ascription By Date o EL�E�T���G=�� B OCCUPANCY, TYPE II - B: 3 -STORY NUMBER OF EXITS REQUIRED (PER CBC PARAGRAPH & TABLE 1015.1} = 2 (LOT LINE ADJUSTMENT PENDING) E1.o.2 EXTERIOR TITLE 24 DOCUMENTATION E2.0.0 ONE -UNE DIAGRAM & PANEL SCHEDULES q De,, ., E y '-'..A, � °.. �J'l 33/29,12 - - - , V •.-- -. NUMBER OF EXITS PROVIDED: = 22 O.K. ZONING M-2 GENERAL INDUSTRIAL�F� BOSLEY ELECTRIC COMPANY ,,/„\ _ E3.0.0 SITE PLAN - ELECTRICAL UTILITIES } f`. CHANGE\ OWNER t ` � VIL BASICw ALLOWABLE FLOOR AREA (ONE-STORY; s r_5 `..s CBC TABLE 503r FLOOD ZONE ZONE X (500)3/29/12 935 Arden Way < REQUIRED WIDTH OF EXITS (PER CBC 10051 332 x (02)1 t = 3,02° EACH DISTRICT RD 833 I E4.1.1 FLOOR PLAN - POWER & SIGNAL Sacramento, California 95815 ? F-1 OCCUPANCY, TYPE II - B: 15,500 S.F. (At) MIN. WIDTH OF EXITS PROVIDED: 22 = 36u 0� E ._:- 17/ (916) 568-5180 (916) 568-5183 FAX J) S-1 OCCUPANCY, TYPE II - B: 17,500 S.F. (At) = STREET ADDRESS 507 BANNOCK ST. _y',_._,,,_ ., .._ `_..-� .._�... _�, _ f' '- 2��2 �p�����2�� B OCCUPANCY, TYPE II - B: 23DW S.F. (At) BIGGS, CA PRE-ENGINEERED METAL BUILDING Drawn By DAR ;?' MARQUEE FIRE PROTECTION APPROVALS PARCEL AREA 636,044 S F. (14,6 ACRES) E1 COVER SHEET E 16 CROSS SECTIO AT FRAME LINES 4 - 7 (BLDG'A9 oVR ALLOWABLE VERSUS ACTUAL FLOOR AREAS: E2 PARTIAL ROOF FRAMING PLAN - BLDG W E17 CROSS SECTION AT FRAME LINES 4 - 7 IBLDG'A9 � -----,Checked By 710 West Stadium Lane E3 PARTIAL ROOF FRAMING PLAN - BLDG'N E18 CROSS SECTION AT FRAME LINE 2 (BLDG 'B9 Sacramento, CA 95834 ° MULTIPLE OCCUPANCY/MIXED-USE PROPOSED BUILDING EXPANSION: E4 PARTIAL ROOF FRAMING PLAN - BLDG 8' E19 CROSS SECTION AT FRAME LINE 9 (BLDG 'C9 Date Drawn 3/29/12 ' (91 6) 641p-p79p97 (9n1�6) 641-07775 FAX ° 2 STORY BUILDING USE WAREHOUSE STORAGE E5 PARTIAL ROOF FRAMING PLAN - BLDG V &'a E20 CROSS SECTION AT FRAME LINES B.7 & B,9 (BLDG Di METAL l�J t�D u VERECTORS ° GREATER THAN 60 FOOT YARDS, FOUR SIDES CITY OF BIGGS PLANNING DEPARTMENT DATE u E6 WALL ELEVATION 'SWA" E21 CROSS SECT. AT PORTAL FRAME (BLDG 'A', ELEV "SWAJ Scale N/A STORIES ONE (34 8 MAX. HEIGHT TO RIDGE) E7 WALL ELEVATION 'SWC" E22 CROSS SECT, AT PORTAL FRAME (BLDG 1Y, ELEV 'SW 3 I� CRANSTON STEEL STRUCTURES, INC. CONSTRUCTION TYPE 11-B (NON -RATED, NON-COMBUSTIBLE) E8 WALL ELEVATION 'SWA" E23 DETAILSCo N Job No. 10-5364.20 � x PO Box 1036 BUTTE COUNTY BUILDING DEPARTMENT DATE WITH AUTOMATIC FIRE SPRINKLER SYSTEM E9 WALL ELEVATION "SW &'SWD", CANOPY ELEVATIONS E24 CONNECTION BOLT DATA / DETAILS 7'7 . OCCUPANCY CLASSIFICATION GROUPS S-Y,'F-T & 8' E10 WALL ELEVATION EwB" F1 ANCHOR ROD SETTING PLAN SHEET N o Is � Woodland, CA 95776 E11 WALL ELEVATION "EvvD" F NO. o � i (530) 662-0966 TOTAL ADDED FLOOR AREA 41280 SCS. FT, 2 BASE OF STEEL DETAILS o- SUNWEST MILLING CO, INC, DATE E12 WALL ELEVATION "EWB" F3 BASE OF STEEL DETAILS i� E13 WALL ELEVATIONS "EWA", "EWC" & "EV" F4 REACTION TABLES ��G11 x E14 CROSS SECTION AT FRAME LINES 3 & 8 (BLDG'A9 F5 REACTION TABLES �' 6 Z CC,,) E15 CROSS SECTION AT FRAME LINES 3 & 8 (BLDG 'A) F6 REACTION TABLES ULEX Ell Ell- N ■ ■ ■ ll d 1�1� �Tf T� 1�1T 1�1T� 1T T1� NOTES a a d�llD B 1L TIONS J.L1JMti11.�1Ld1GD ACCESS R� l�J Jlli�1G GENERAL Copyright © 2012 All, Ideea, desi�,s errangerrrents end pleas hdcated a represented by ttie drawhp ere arced by, and the property of, NICHOLS, p s AB, ANCHOR BOLT M.C. MEDICINE CABINET HC -1 GENERAL A. GENERAL REQUIREMENTS MELBURG end Rossaend were created etied end dst�eloped to use ort and h -Ord- WILL} the edfied protect. ABV ABOVE MECR MECHANICAL Nave of such ideas, desigm errargements or plans shell be used by, a decbsed to ary persor% thn a corporatbn fa eny purpose AC. ASPHALT CONCRETE MEMB, MEMBRANE A. BUILDING TO COMPLY WITH FEDERAL AMERICANS WITH DISABILITIES ACT, AND CHAPTERS 11 AND 11B 1. ALL PLANS, DESIGNS AND ART ILLUSTRATED ON THESE DRAWINGS ARE PROPRIETARY IN NATURE whatsoever W tout the written psrtniesbn of NICHOLS, MELBURG A/C AIR CONDITIONING MFR MANUFACTURER AC,B,M, ASBESTOS -CONTAINING BUILDING MATERIAL(S) M.H. MANHOLE OF THE CALIFORNIA BUILDING CODE, AND PART 2, TITLE 24 CALIF, CODE OF REGULATIONS AND ARE DISCLOSED FOR THE LIMITED PURPOSE FOR WHICH THEY WERE DELIVERED AND MAY and ROSSETTO ACCES, ACCESSORIES MIN, MINUTE OR MINIMUM OUS AGOUTI ACOUSTIC OR ACOUSTICAL MISC. MISCELLANEOUS HC -2 DOORS: NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF NICHOLS, MELBURG & ROSSETTO, AAA AMERICANS WITH DISABILITIES ACT M.O.ASONRY OPENING AA. AREA DRAIN MOD. MODULAR A. LEVEL AREA, THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT ALL RIGHTS RESERVED. ADD. ADDENDUM RR MOISTURE -RESISTANT LEAST 60 INCHES AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48 INCHES AS 2. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR r ADJ. ADJUSTABLE OR ADJACENT MTD. MOUNTED I I A.F.F. ABOVE FINISH FLOOR MTL METAL MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. MODIFICATIONS MAY BE REQUIRED TO SUIT THE JOB DIMENSIONS OR CONDITIONS AND SHALL BE I F AGG AGGREGATE MULL MULLION INCLUDED AS PART OF THE WORK SUBJECT TO APPROVAL OF THE ARCHITECT jl j I I ALT. ALTERNATE MOLT, MULTIPLE FLOOR LEVEL AT DOORS -THRESHOLDS I I I • �u ALUM ALUMINUM M.W. MICROWAVE OVEN 3. "ALIGN" MEANS SIMILAR COMPONENTS OF CONSTRUCTION, E,G, WALLS, JAMB, ETC, SHALL ALIGN II ! =` N ANCH, ANCHOR (M NEW 1. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCHES LOWER THAN THE - I� AR ACCESS PANEL N. NORTH ACROSS VOIDS. APPROX. APPROXIMATELY NAT, NATURAL THRESHOLD OR THE DOORWAY. ! I ARCH. ARCHITECT OR ARCHITECTURAL NIC. NOT IN CONTRACT 2. CHANGE IN LEVEL BETWEEN 1/4 INCHES AND 1/2 INCHES SHALL BE BEVELED WITH A 4. "TYPICAL" MEANS IDENTICAL FOR ALL SAME CONDITIONS UNLESS OTHERWISE NOTED, "SIMILAR" STIR TURAL I °. STRUCTURAL I� ASPH. ASPHALT N.M.R. NICHOLS, MELBURG & ROSSETTO�^ PRE -FINISHED EXTERIOR AUTO. AUTOMATIC No. OR # NUMBER /1 VWRi­NiU__MGkD_1E6ff OF 1 ; 2 CHANGE IN LEVEL GREATER THAN 1/2 INCHES SHALL BE MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED, VERIFY DIMENSIONS AND CO MN I COLUMN NOM, NOMINAL �Iv1 6y- v F A RAMP. ORIENTATION ON PLAN AND WITH ARCHITECT. METAL PANEL SYSTEM BA BATH N.R. NON -RATED BALL, BALCONY N,Ta NOT r0 SCALE C. HARDWARE; 5. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. BD. BOARD• BRUM, BITUMINOUS OA OVERALL 1. EXIT DOOR HARDWARE SHALL COMPLY CBC SECTIONS 1008.1.9 AND 1008.110. 6. DO NOT SCALE DRAWINGS, CONTRACTOR SHALL VERIFY ALL DIMENSIONS, IF DISCREPANCIES ARE BLDG BUILDING OBSC, OBSCURE BLK(G) BLOCK OR BLOCKING O.C. ON CENTER 2. EFFORT TO OPERATE DOORS; MAXIMUM EFFORT TO OPERATE HINGED DOORS SHALL NOT FOUND, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY, I I I 3 V2" FIBERGLASS Bm. BELOW O.D. OUTSIDE DIAMETER EXCEED 5 LBF, FOR INTERIOR AND EXTERIOR DOORS, SUCH PULL OR PUSH FORCE SHALL BE I I ,e BM. BEAM OJ .CL ave RFrrre~� coNrancroR irrsraU m 7. ALL DIMENSIONS ARE TO FACE OF STUD, CENTER LINE OF COLUMN, OR TO FACE OF FRAMING OR I CONTIN. STEEL I ; INSULATION B.M. BENCH MARK OROI avr� RMAHM a MM INsreum MEASURED PERPENDICULAR TO THE DOOR FACE AT THE DOOR OPENING HARDWARE OR 30 EDGE OF SLAB UNLESS OTHERWISE NOTED. VERTICAL DIMENSIONS ARE TO TOP OF CONCRETE B.O. BOTTOM OF OFF OFFICE INCHES FROM THE HINGED SIDE, WHICHEVER IS FURTHER FROM THE HINGE, REQUIRED FIRE I I BEAM I BOT. BOTTOM O.H. OVERHEAD TOP OF PLATES, OR TOP OF PLYWOOD SHEATHING UNLESS OTHERWISE NOTED. BR BULLET RESISTANT OPNG OPENING DOORS SHALL NOT EXCEED 15 LBF, CONCRETE TILT -UP li BRDG BRIDGING OPP. OPPOSITE 8. THE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE Ir I PANEL I �\ 8" HORIZONTAL A � R BRG BEARING OPP,HAND OPPOSITE HAND II I Fa- �.� � BSMT. BASEMENT oz OUNCE 3. CONSTRUCTION; THE BOTTOM 11 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING ARCHITECTURAL DRAWINGS, SHOULD THERE BE ANY DISCREPANCY BETWEEN THE VARIOUS B.T.U.BRITISH ETWE THERMAL UNIT SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY DRAWINGS IT SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION FOR CLARIFICATION. II I I EMBED PLATE � �\ WALL GIRT BTWr1 BETWEEN PAR PARALLEL I I B,U.R BUILT-UP ROOF PART BD. PARTICLE BOARD A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. THE PARTN. PARTITION WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24 9. PENETRATIONS OF PIPES, CONDUITS, ETC, IN WALLS REQUIRING PROTECTED OPENINGS SHALL BE CAB. CABINET PB, PUSH BUTTON FIRE STOPPED WITH MATERIAL OF A TESTED ASSEMBLY APPROVED BY THE STATE FIRE MARSHAL I I CATV CABLE TELEVISION P.C.F. POUNDS PER CUBIC FOOT INCHES PAST THE STRIKE EDGE FOR EXTERIOR DOORS, CAULK CAULKING PERIM. PERIMETER 10. INSULATION APPLIED TO THE EXTERIOR SURFACE OF DUCTS LOCATED IN BUILDINGS SHALL HAVE A U Ta C.B. CATCH BASIN PERP, PERPENDICULAR 4. TYPE OF LOCK OR LATCH; EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE FLAME SPREAD OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED RATING OF NOT MORE THAN C.B.C. CALIFORNIA BUILDING CODE PL PLATE ac.T.V. CLOSED CIRCUIT TELEVISION PL PROPERTY LINE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, 50 CEM CEMENT PLAM. PLASTIC LAMINATE a EXCEPTION N0. 1: THIS REQUIREMENT SHALL NOT APPLY TO MAIN EXTERIOR EXIT DOORS IF THERE IS A READILY VISIBIF WHEN TESTED AS A COMPOSITE INSTALLATION INCLUDING INSULATION, FACING MATERIALS, Ag$CHITE(C S + ENGINEERS CEC, CALIFORNIA ENERGY COMMISSION PLASS PLASTIC DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING'THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING s TAPES AND ADHESIVES AS NORMALLY APPLIED, CER CERAMIC PLATT. PLASTER OCCUPIED". THE SIGN SHALL BE IN LETTERS NOT LESS THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND. THE 555 MAIN STREET SUITE 300 cA,s CONSTRUCTION DOCUMENTS OR CONTRACT DOCUMENTS PLAT PLATFORM 11. BACKPAINT ALL CONCEALED METAL SURFACES, DISSIMILAR METAL SURFACES, SHEET METALS AND 6.25' 8� CHICO, CA. 95928 CFM CUBIC FOOT PER MINUTE PLF POUNDS PER LINEAL FOOT LOCKING DEVICE MUST BE OF A TYPE THAT WILL BE READILY DISTINGUISHABLE AS LOCKED, METALS WITHIN Y' OF CONCRETE WITH PROTECTIVE BACKING BITUMINOUS PAINT TO A MINIMUM CL CAST IRON PLUMB, PLUMBING D. IDENTIFICATION SYMBOLS; C.l. CONSTRUCTION JOINT PLYm. PLYWOOD CRY FILM THICKNESS OF 15 MIL (530) 891-1710 (530) 891-0138 FAX CLG CEILING PNL PANEL PR PAR 1, ON DOORWAYS LEADING TO MENS SANITARY FACILITIES, AN EQUILATERAL TRIANGLE 1/4 INCH C.M C.M.U. CON RETE MASONRY UNIT PRCST. PRECAST THICK WITH EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD; AND ON WOMENS 12. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL WALL TO +20'-0" AFF WALL ABOVE +20'-0" AFF http://WWw,nmrdesign.com CNTR COUNTER PREFAB, PREFABRICATED A CIRCLE 1/4 INCH THICK AND 12 INCHES IN DIAMETER. THESE KNOWLEDGE OR EFFORT, C.O. CLEANOUT PRE -FIN, PRE-RNISHED SANITARY FACILITIES, COL COLUMN PREP. PREPARATION GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60 INCHES AND 13. ALL RATED DOORS SHALL BE POSITIVELY LATCHING AND SELF-CLOSING, "LABEL" SHALL MEAN COMP. COMPOSITE/COMPOSITION PROP. PROPERTY CONSULTANTS CONC, CONCRETE PSF POUNDS PER SQUARE FOOT THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND "FIRE PROTECTION RATING" AS DEFINED IN CBC SECTION 702. ALL 20 MINUTE RATED ASSEMBLIES TY 2 WALL CONCBLK CONCRETE BLOCK PSI POUNDS PER SQUARE INCH CONTRAST OF THE DOOR. SHALL BE PROVIDED WITH APPROVED GASKETING MATERIAL SO INSTALLED AS TO PROVIDE A SEAL W T ll Po EXTERf OR V ALL MLT -MP / BITE PANEL) CONN. CONNECTION PT POINT CONST. CONSTRUCTION P.TA.F, PRESSURE TREATED DOUGLAS FIR 2. DOOR IDENTIFICATION: GLASS DOORS SHALL CONFORM TO THE REQUIREMENTS SPECIFIED IN WHERE THE DOOR MEETS THE STOP ON BOTH SIDES AND ACROSS THE TOP. MANUFACTURERS YSCALE 1 V�r = ��, CANT. CONTINUOUS P.VC. POLYVINYL CHLORIDE CBC SECTION 24062 EXIT DOORS SHALL BE SO MARKED THAT THEY ARE READILY INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOBSITE FOR ALL RATED DOOR C.T. CERAMIC TILE PWDR POWDER CTR CENTER DISTINGUISHABLE FROM THE ADJACENT CONSTRUCTION. ASSEMBLIES, CU K CCUBIC YARD OUNTERSUNK QT QUARRY LE 3, ADDITIONAL DOORS; WHEN PROVIDED FOR EGRESS PURPOSES, THEY SHALL CONFORM TO C.W. COLD WATER ALL PROVISIONS IN THIS SECTION. B. CONTRACTOR R RISER/RADIUS DBL DOUBLE RAD, RADIUS HC -3 WATER CLOSETS: 1 -HOUR FIRE RATED ASSEMBLY UL ASSEMBLY U465 DEPT DEPARTMENT RAFT. RAFTER 1. CONTRACTOR TO PROVIDE COPIES OF BROCHURES, SHOP DRAWINGS AND/OR FINISH MATERIAL DET. DETAIL RAG RETURN AIR GRILL A. SINGLE -ACCOMMODATION TOILET FACILITIES; THERE SHALL BE SUFFICIENT SPACE IN THE TOILET SAMPLES TO THE ARCHITECT FOR REVIEW PRIOR TO PROCEEDING WITH THE INSTALLATION OR (NOTE: 1 -HOUR NOT REQUIRED BY CODE) DF. DOUGLAS FIR OR DRINKING FOUNTAIN RB RUBBER BASE ROOM FOR A WHEELCHAIR MEASURING 30 INCHES WIDE BY 48 INCHES LONG TO ENTER THE ROOM DIA DIAMETER RBR RUBBER WORK. DAG DIAGONAL OR DIAGRAM R.C.P. REFLECTED CEILING PLAN AND PERMIT THE DOOR TO CLOSE THE WATER CLOSET SHALL BE LOCATED IN A SPACE WHICH DM. DIMENSIONS RD. ROUND PROVIDES A 28 INCH WIDE CLEAR SPACE FROM A FIXTURE ORA 32 INCH WIDE CLEAR SPACE FROM 2, BEFORE PERFORMING ANY WORK OR ORDERING ANY MATERIALS, THE CONTRACTOR SHALL DSP, DISPENSER OR DISPOSAL RD, ROOF DRAIN VERIFY ALL DIMENSIONS OF NEW WORK SHALL BE RESPONSIBLE FOR THEIR ACCURACY, ANY I DN. DIVISION RECPT. RECEPTACLE A WALL AT ONE SIDE AND 48 INCHES OF CLEAR SPACE IN FRONT OF THE WATER CLOSET. WATER D.H. DOUBLE HUNG REF. REFERENCE OR REFRIGERATOR CLOSETS SHALL BE MOUNTED 18" TO CENTER LINE OF THE FIXTURE FROM THE WALL DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE SUBMITTED TO THE ARCHITECT FOR DL. DEAD LOAD REFRIG REFRIGERATOR` I LICENSE STAMPS DN DOWN REG REGULATION B. WATER CLOSETS, THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF T7 CONSIDERATION BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR SHALL ALSO VERIFY (" DR DEEP REINF REINFORCED THE LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING WORK. ..• 5/8" TYPE W GYPSUM WALLBOARD ATTACHED DR DOOR REINFCAN. REINFORCED CONCRETE INCHES AND A MAXIMUM OF 19 INCHES MEASURED TO THE TOP OF THE TOILET SEAT. CONTROLS Ds DOWNSPOUT REQ`D, REQUIRED I TO STUDS AND FLOOR & CLG. TRACK WITH T D AR SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR 3, EACH TRADE WILL BE HELD RESPONSIBLE FOR KNOWLEDGE OF GENERAL NOTES LISTED HEREIN �" ` $E C D.W. DISHWASHER RES RESAWN �` ��� = I LONG TYPE S SCREWS AT 8" O.C. AT EDGES AND � y�l DWG DRAWING RESIL RESILIENT TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE WIDE AND/OR ELSEWHERE WITHIN THE CONTRACT DOCUMENTS. ,,._° I . Ro F RET. RETURN ( 12" O.C. IN FIELD OF BOARD. J� SIDE OF TOILET AREAS, NO MORE THAN 44 INCHES ABOVE THE FLOOR. THE FORCE REQUIRED TO I v �q �► (E) EXISTING REV. REVISIONS OR REVERSE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTS AND OMISSIONS OF ALL HIS EMPLOYEES EA EACH RE RESILIENT FLOORING ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. ELF& EXTERIOR INSULATION AND FINISH SYSTEM RH.M.B. ROUND HEAD MACHINE BOLT AND SUB -CONTRACTORS AND SHALL SUPERVISE THE WORK AND COORDINATE ALL PORTIONS �. ELEC, ELECTRICAL RH,W& ROUND HEAD WOOD SCREW HC -4 LAVATORIES; THEREOF. I * Noy ELEV ELEVATION OR ELEVATOR RM. Roots MIN. 3 5/8" NO. 20 MSG STEEL STUDS 0 24" O.C. MAX EMERG EMERGENCY R.O. ROUGH OPENING A. LAVATORIES ADJACENT TO A WALL SHALL BE MOUNTED WITH A MINIMUM DISTANCE OF 18 INCHES 5. CONTRACTOR WILL BE HELD TO HAVE STUDIED THE DRAWINGS TO HAVE VISITED THE SITE AND '_ I SNCL EDGE NAL END L R�WL RAINWATER LEADER TO THE CENTER LINE OF THE FIXTURE, ALL ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH TO HAVE SATISFIED HIMSELF REGARDING ALL EXISTING CONDITIONS UNDER WHICH HE WILL BE I'9 - ENG ENGINEER FIBERGLASS REINFORCED PLASTIC (F,RP) ADHERED 9 �1t EQ. EQUAL & THE RIM OR COUNTER SURFACE NO HIGHER THAN 34 INCHES ABOVE THE FIRST FLOOR AND WITH A OBLIGED TO OPERATE. SUCH CONDITIONS SHOULD BE REFLECTED AND QUALIFIED IN THE FINAL ?' I VENEER AT TANK ROOM AND PROCESSING AREA CAL��O EQUIP. EQUIPMENT S.B. SPLASH BLOCK CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH BID. •„ I I EST. ET CETERA sa Soul)SCALEKNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30 INCHES IN WIDTH WITH 8 �`N Era Er CETERA ', S.C. SOLID CORE 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF NEW WORK, ANY WORK DAMAGED � � E.W. EACH WAY SCHED. SCHEDULE INCHES MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE EXH. EXHAUST &D. SMOKE DETECTOR FOR ANY REASON SHALL BE REPLACED AT NO COST TO THE OWNER. a EXIST. EXISTING SEa SECURE OR SECURITY A MINIMUM OF 9 INCHES HIGH FROM THE FLOOR AND A MINIMUM OF 17 INCHES DEEP FROM THE " MIN. 3 V2" SOUND ATTENUATION PROJECT NAME 7. SUBSTITUTIONS, REVISIONS OR CHANGES MAY BE ALLOWED ONLY IF ITEMS ARE SUBMITTED TO THE I BLANKET EXP, EXPOSED SECT SECTION FRONT OF THE LAVATORY, • I Ell EXPANSION JOINT &ED. SEE ELECTRICAL DRAWINGS ARCHITECT IN A TIMELY MANNER IN WRITING AND SUBSEQUENTLY APPROVED BY THE ARCHITECT i EXPAN. EXPANSION SEs. SEISMIC B. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. e PROPOSED EXT. EXTERIOR SEL SELECT IN DESIGN AND PERFORMANCE, THE CONTRACTOR IS LIABLE FOR REPLACEMENT, REPAIR AND ��. ' I Q PROPOO SED S4S SURFACED 4 SIDES THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. DELAYS CAUSED BY ANY UNAUTHORIZED SUBSTITUTIONS, COMPLETE SPECIFICATIONS AND i FA ARE ALARM SH. SHELF I ��Q /� IDS E M O � Ij MIG FRU. FORCED AIR UNIT SA SINGLE HUNG C. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND DRAWINGS ARE REQUIRED IN COMPARING ALTERNATIVE ITEMS. THE ARCHITECT RESERVES THE WAR /ll1IJ'11Lc (j�J v Lc F.B.O. FURNISHED BY OTHERS SHT. SHEET. \\ I SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE RIGHT TO REJECT FOR ANY REASON. `��� A FLOOR &CEILING RUNNERS (NOT SHOWN} FBGL FIBERGLASS SHTG SHEATHING € �•.." r I s p e �p F.D. FLOOR DRAN SHWR SHOWER REQUIRED TO ACTUATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. LEVER -OPERATED, PUSH 8. ALL MATERIALS AND EQUIPMENT INCORPORATED IN THE WORK SHALL BE NEW AND ALL WORK CHH MIN. WIDE, D R LEGS, NO. 25 MSG MIN, FLOOR STL EXPA SON FDR FOUNDATION SIM, SIMILAR TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. ` I CHANNEL -SHAPED RUNNERS ATTACHED TO FLOOR FE, FIRE EXTINGUISHER SKYLT SKYLIGHT SHALL BE OF GOOD QUALITY, FREE FROM FAULTS AND IN CONFORMANCE WITH THE PLANS. �� .. ''� I AND CEILING WITH FASTENERS AT 24" O.C. MAX FOR F.F.C. FINISHEXTINGUISHERFLOOR CABINET S, DR SLIDING DOOR SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS, 9, THE CONTRACTOR AND SUBCONTRACTOR SHALL PURCHASE AND MAINTAIN CERTIFICATIONS OF FG FUEL GAS SL WDW SLIDING WINDOW HC -5 LAVATORIES AND TOILET ACCESSORIES: INSURANCE WITH RESPECT TO WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY F.H.C. FIRE HOSE CABINET SMS. SHEET METAL SCREW n nN W �? FHW.S FIAT HEAD WOOD SCREW S & P SHELF AND POLE A LAVATORY FIXTURES; THE REQUIREMENTS OF THIS SUBSECTION SHALL APPLY TO LAVATORY DAMAGE FOR THE LIMITS AS REQUIRED BY LAW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 8 U IIJi AN. FIX FIXEDFINISFMNISHED SPECS, SPECIFICATIONS SO. SQUARE FIXTURES, VANITIES, AND AS -BUILT LAVATORIES. INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE FDCT. FIXTURE SEL FT. SQUARE FOOT 1. A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES SHALL BE PROVIDED IN FRONT OF A WORK. b'A_ FLUSH WLUMM FLASH, FLASHING S.G& IN ST�NEESSCSTEEL/SERVICE SINK LAVATORY TO ALLOW A FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR10, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF OCCUPATIONAL SAFETY FLR FLOOR STA STATION OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE AND HEALTH ADMINISTRATION REQUIREMENTS AND REGULATIONS. COWDA Y OAR FACEoE OF BEAR STD SOUNDSNSMSS10N COEFFlGENT UNDERNEATH THE LAVATORY. 11. CONTRACTOR SHALL KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR IPANY F.O.C. FACE OF CONCRETE sTL STEEL RUBBISH CAUSED BY HIS OPERATIONS. AT THE COMPLETION OF THE WORK, HE SHALL PERFORM FOR FACE OF FINISH STORE STORAGE 2, MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40 INCHES FROM �D �n WALL p F.O.M. FACE OF MASONRY srRucT. STRUCTURAL THE FLOOR, A FINAL CLEANUP, CLEAN ALL GLASS SURFACES AND LEAVE THE WORK VACUUM -CLEAN. T u P��QL� ��1TCG��OO G� paf�T�T00O �1 �VQL� LL, ' 8���� ST. FOS FACE of STUD S2S SURFACED 2 SIDES U' e D e e F.P. FIREPROOF SUPP. SUPPLY B. TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES; WHERE TOWEL, SANITARY NAPKINS, WASTE 12. CONTRACTOR SHALL GUARANTEE FOR ONE(1) YEAR THAT ALL OF THE WORK UNDER THE FFRRMG FIREPLACE SYR SYMMEDEDTRICAL RECEPTACLES AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED AT LEAST CONTRACT IS FREE FROM FAULTY MATERIALS, WATERTIGHT AND LEAK -PROOF IN EVERY 2 SCALE 3" = Y-0" BIAS, CALIFORNIA Fs FULL SIZE SYS SYSTEM ONE OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, PARTICULAR AND FREE FROM IMPROPER WORKMANSHIP, FRP, FIBERGLASS REINFORCED PANEL Fr. FOOT OR FEET T. TREAD WITHIN 40 INCHES FROM THE FINISH FLOOR. 13, CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATE ON ORDERS OF MATERIALS CONT MTL ANGLE 3/4" FIRE TREATED T&G FTG FOOTING T.B. TOWEL BAR AND EQUIPMENT OF ANY LONG LEAD TIME ITEMS. SHEET TITLE FURN FURNISHED) TTC. T�HODNBOTTOM C. TOILET TISSUE DISPENSERS: TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL WITHIN PLYWOOD GENERAL NOTES, �' FURR FURRING Ta TELE CURB OR TRASH COMPACTOR 12 INCHES OF THE MONT EDGE OF THE TOILET SEAT, 14. THE GENERAL CONTRACTOR, ALL SUBCONTRACTORS AND ALL WORKMEN SHALL COORDINATE G A GA GAUGE TEMP, TEMPERATURE/TEMPERED IN ADVANCE, THEIR INDIVIDUAL WORK WITH ALL OTHER TRADES, RESPONSIBILITY FOR LACK OF '- GAL GALLON T & G TONGUE AND GROOVE HC -6 GRAB BARS; COORDINATION AND PROBLEMS CAUSED BY THIS LACK OF COORDINATION SHALL BE BORNE CONST. . ASSEMBLIES GALV GALVANIZED THK THICK(NESS) G.B. GRAB BAR THRs THRESHOLD A. LOCATION: GRAB BARS LOCATED ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE "" F.• ""� " "�" BY THE GENERAL CONTRACTOR AND ALL TRADES INVOLVED, G.C. GENERAL CONTRACTOR T.O. TOP OF PHYSICALLY HANDICAPPED TOILET STALL OR COMPARTMENT SHALL BE SECURELY ATTACHED 33' GEN. GENERAL OR GENERATOR T.O.B. TOP OF BLOCK 15, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING WATER MAINS FIRE HYDRANTS J GL GALVANIZED IRON T.O.C. TOP OF CONCRETE INCHES ABOVE AND PARALLEL TO THE FLOOR, GRAB BARS AT THE SIDE SHALL BE AT LEAST 42 ,: �� 0 GL GLASS T.O.M. TOP OF MASONRY AND ACCESS ROADS IN SERVICE DURING CONSTRUCTION. PER CFC CHAPTER 14. ` �.'`' INCHES LONG WITH THE FRONT END POSITIONED 24 INCHES IN FRONT OF THE WATER CLOSET 7 ` DRAWING STATUS GLB. GLUE LAMINATED BEAM T.O.P. TOP OF PAVING - GND, GROUND TO.PL TOP OF PLATES STOOL, AND GRAB BARS AT THE BACK SHALL BE NOT LESS THAN 36 INCHES LONG, " _ '� G.P.M.GALLONS PER MINUTE T.O.S. TOP OF SLAB R WIDTH; THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR B. GENERAL NOTES; /3_ `�F CD SET GR GRADE T.O.W. TOP OF WALL B DIAMETER O .••° � � •� f GSM. GALVANIZED SHEET METAL TS TUBE STEEL SHALL BE 1-1/4 INCHES TO 1-V2 INCHES OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING ` GYP. GYPSUM T/S TOILET/SHOWER 1. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH ALL APPLICABLE GYP. BD, GYPSUM BOARD T.V. TELEVISION SURFACE, IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL TV, TYPICAL AND THE GRAB BARS SHALL BE 1.5 INCHES, ADOPTED ORDINANCES AND BUILDING AND FIRE PREVENTION CODES. REFER TO ` ? " H.B. HOSE BIBB OR HELP BUTTON SPECIFICATION SECTION 01090 AND TO THESE DRAWINGS FOR A LIST OF KNOWN :. .. - . • ... .... -.. .-. +y -0a AFF PERMIT RE -SUBMITTAL H.C. HOLLOW COREJFWNDICAP U.B.C. UNIFORM BUILDING CODE C. STRUCTURAL STRENGTH: THE STRUCTURAL STRENGTH OF GRAB BARS TUB AND SHOWER SEATS HDR HEADER UL. UNDERWRITERS LABORATORY APPLICABLE CODES, ANY DISCREPANCIES BETWEEN THESE CODES AND THE `� � `• � U.O.N. a a HDWD. HARDWOOD U R UNLESS OTHERWISE NOTED FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS; CONSTRUCTION DOCUMENTS SHOULD IMMEDIATELY BE BROUGHT TO THE ATTENTION OF I � 5 V2" (MIN) MINERAL FIBER REGIONS HDWR HARDWARE UOS, UNDERSIDE OF STRUCTURE INSULATION H.M. HOLLOW METAL UNF. UNFINISHED 1 BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOVEMENT THE ARCHITECT, THE CONSTRUCTION DOCUMENTS SHALL NOT BE CONSTRUED AS TO - s " HORIZ HORIZONTAL U.N.O. UNLESS NOTED OTHERWISE H.P. HORSEPOWER UR URINAL FROM THE APPLICATION OF 250 LBS, PER FOOT SHALL BE LESS THAN THE ALLOWABLE PERMIT WORK THAT DOES COMPLY WITH THESE CODES, r``, 6" NO. 18 MSG STEEL JOISTS Sym. Description By Date HR HST UnL UTILITY STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, 2, DIMENSIONS SHALL TAKE PRECEDENCE OVER ITEMS AS GRAPHICALLY DEPICTED IN THESE 3 � ��� •"�" •� � 24" O.C. � , r ,,, .,� HTG HEATING VAV. VARIABLE AIR VOLUMNE 2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF 250 LBS. PER DRAWINGS. DIMENSIONS ARE TO FACE OF STUDS OR SLAB AND TO CENTERLINES OF STEEL 1 :LAS CHECK 1 DAR 3`�91:� H.W. HOT WATER VAR VARIES V.B. VAPOR BARRIER FOOT SHALL BE NO LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE MEMBERS UNLESS NOTED OTHERWISE ON DRAWINGS. DO NOT SCALE DRAWINGS, 5/8" GYP. WALLBD., EYP. I.D. INSIDE DIAMETER VENT. VENTILATION OR VENTILATOR GRAB BAR OR SEAT AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE IN, INCH VER VERIFY DIMENSIONS NOTED AS "CLEAR" (CLI) ARE TAKEN TO THE FACE OF FINISH MATERIALS, INCL INCLUDEANCLUDED VERT. VERTICAL FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE VERIFY DIMENSIONS OF PREFABRICATED AND MANUFACTURED ITEMS AND COORDINATE i ��� I !� INSUL INSULATION VG VERTICAL GRAIN ALLOWABLE SHEAR STRESS. I n INT INTERIOR VOL VOLUME ROUGH OPENINGS ACCORDINGLY, �r�J V.T. VINYL M E 3. SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF 250 ' \ `� 6" NO. 20 MSG STEEL JAN. JANITOR V.T.R VENT THROUGH ROOF 3. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE 4o , J.B. JUNCTION BOX V.W.C. VINYL WALL COVERING LBS, PER FOOT SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THEA, "` STUDS 0 24" O.C. MAX �"[ Dram By DAR JCT JUNCTION FASTENER OR MOUNTING DEVICE OR THE SMALLER ALLOWABLE LOAD, WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK SHOWN ON v.• is JANITOR SINK W. WEST DRAWINGS, IF SIMILAR WORK IS NOT DETAILED IN DRAWINGS, WORK SHALL FOLLOW\� F `JT. JOIST WAIN, WAINSCOT 4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF 250 LBS, PER FOOT INDUSTRY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS AS ACCEPTABLE TO THE "' r/ �' Checked B W.C. WATER CLOSET SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND Y K0. KITCHEN WWDDW. WINDOW SUPPORTING STRUCTURE, ARCHITECT, I \\\ KP. KICK PLATE W.H. WATER HEATER 5, GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 4. MINOR ITEMS USED IN THE CONSTRUCTION OF THIS PROJECT MAY BE INDICATED ON THE „••.� p �� Date Drawn 3/29/12 W1 WROUGHT IRON DRAWINGS BUT NOT NECESSARILY IN THE SPECIFICATIONS. SUCH MINOR ITEMS ARE # - : - ' LAD. LADDER W/o WITHOUT c • - , LAM. LAMINATE W.P. WATFAPROORNG) D. SURFACE; A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF GENERALLY REFERENCED TO A MANUFACTURER INCLUDING A MODEL NUMBER, WHERE `� t Scale AS NOTED LAV LAVATORY WR WATER-RESISTANT I r - LBS, POUNDS Ws, WOOD SCREW(S) ANY SHARP OR ABRASIVE ELEMENTS, EDGES SHALL HAVE A MINIMUM RADIUS OF V8 INCH. APPLICABLE, REFER TO SECTION 01600 FOR SUBSTITUTIONS PROCEDURES. I " LIN, LIVE LOAD AL WT, WAINSCOT HC -7 SIGNAGE FOR PERMANENT ROOMS AND SPACES: 5. ALL CONSTRUCTION SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURER'S LATEST EY _ Job No. 10-5364.20 LL LIVE LOAD WT. WEIGHT � ?j ,---�-� LMRBR �� R W.W.F. WELDED WIRE FABRIC A ACCESSIBLE TOILET FACILITIESOOM, BUILDING ENTRANCES PUBLISHED SPECIFICATIONS AND INSTRUCTIONS, ALL DISCREPANCIES BETWEEN THESE / `` uA7E -- Q LT. LIGHT YD. YARD SPECIFICATIONS AND INSTRUCTIONS AND THE CONTRACT DOCUMENTS PREPARED BY THE " LUM. LUMINOUS 1. INTERNATIONAL SYMBOL OF ACCESSIBILITY. WHITE FIGURE ON BLUE BACKGROUND, (FS STD ARCHITECT AND ITS CONSULTANTS, SHALL BE BROUGHT TO THE ATTENTION OF THE SHEET No. L ANGLE 599b, COLOR 15090), "• '�� MAS. MASONRY C CHANNFI ARCHITECT IN WRITING PRIOR TO COMMENCING WORK. MAXRCENT Mv1ATL x MAAXIMUUML CL CENTS UNE B. MOUNTING: MOUNT SIGN ON WALL ADJACENT TO STRIKE SIDE OF DOOR, OR NEAREST HEIGHT / n �p 2 2 p M.B.BMEMBIFN�E BOLT i DIAMETER ND SHALL BE 60" AFF OT CENTERLINE. MOUNT SO A PERSON CAN APPROACH WITHIN 3" OF ADJACENT (C p U PD�Ae L�, WTERR OR CL5UNQ G1m2 WALL WITHOUT STANDING IN SWING OF DOOR, SCALE 3" = Y-0" a e GENERAL NOTES I. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE, AND SHALL BE RESPONSIBLE FOR CONDITIONS OF ALL WORK AND MATERIALS, INCLUDING THOSE FURNISHED BY SUB -CONTRACTORS. HE WiLL IMMEDIATELY NOTIFY THE ENGINEER AND THE OWNER OF ANY DISCREPANCIES. 2. ALL MATERIALS AND WORKMANSHIP SHALL BE PERFORMED IN ACCORDANCE WITH CALTRANS STANDARD CONSTRUCTION SPECIFICATIONS, CURRENT VERSION AND CITYOF BIGGS STANDARDS AND TO THE APPLICABLE PROVISIONS OF THE CURRENT EDITION OF THE CALIFORNIA BUILDING CODE. 3. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES ON THiS SHEET. 4. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS AS REQUIRED. 5. FOR CONSTRUCTION STAKING CALL ROBERTSON ERICKSON, CiVIL ENGINEERS AND SURVEYORS. CALL ROBERTSON ERiCKSON 48 HOURS PRiOR TO THE START OF CONSTRUCTION AND IN ADVANCE OF REQUIREMENTS FOR CONSTRUCTION STAKING ON 894-3500. THE CONTRACTOR 15 RESPONSIBLE FOR PAYING FOR STAKING. 6. ALL WORK SHALL CONFORM TO THE CiTY OF BIGGS STANDARDS, MUNICIPAL CODES AND THEiR REFERENCES. 1. NOTE REGARDING EARTHWORK: THIS SITE WAS DESIGNED TO CONFORM TO EXISTING CONDITIONS. ROBERTSON ERICKSON DOES NOT WARRANT OR GUARANTEE A BALANCED SITE. FACTORS AFFECTING A SiTE BALANCE INCLUDE SOILS FACTOR (VOLUME CHANGE), TYPE AND EXTENT OF UTILITY TRENCHES, SUBGRADE DEPTHS, PAD GRADING, AND LANDSCAPE TREATMENTS. THE CONTRACTOR SHOULD MAKE HIS OWN ESTIMATES OF EARTH -WORK QUANTITIES AND RELY ON THEM. THE CONTRACTOR SHOULD ALSO MAKE PROVISIONS FOR AN IMBALANCE BY IDENTIFYING ON-SITE OR OFF-SITE DISPOSAL OR EXTRACTION SiTES, AND BY PROVIDING REASONABLE CONTINGENCIES FOR PAYING FOR SUCH WORK. S. ALL MATERIALS SPECIFIED ON THESE PLANS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. 9. ROBERTSON ERICKSON, INC. WiLL NOT PROVIDE ELECTRONIC FiLES OR VERTICAL AND HORIZONTAL CONTROL POINTS TO BE USED IN PREPARATION OF "STAKING MODELS" OR FOR USE IN "GPS CONSTRUCTION STAKING" ACTIVITIES TO ANY INDIVIDUAL OR COMPANY WHO 15 NOT LICENSED IN THE STATE OF CALIFORNIA TO PRACTICE CiVIL ENGINEERING AND/OR PROFESSIONAL LAND SURVEYING. SiTE CLEARING I. REMOVE SURFACE DEBRIS. 2. DEMOLISH AND REMOVE CONCRETE, PAVING, AND ETC. IN CONSTRUCTION AREA. 3. CLEAR NEW CONSTRUCTION AREA OF PLANT LiFE AND GRASS. 4. CONFORM TO APPLICABLE CODE FOR DISPOSAL OF DEBRIS. 5. COORDINATE CLEARING WORK WiTH UTILITY COMPANIES. PROTECTION I. PROTECT BENCH MARKS, EXISTING STRUCTURES, FENCES, ROADS, SIDEWALKS, PAVING, AND CURBS. 2. PROTECT ABOVE OR BELOW GRADE UTILITIES WHICH ARE TO REMAIN. 3. PROTECT ALL LANDSCAPING AND TREES THAT ARE TO REMAIN. PREPARATION 1. IDENTIFY KNOWN BELOW GRADE UTILITIES. POTHOLE TO VERIFY EXISTING UTILITY LOCATIONS AND DEPTHS. CALL UNDERGROUND SERVICES ALERT (U.S.A.) 48 HOURS BEFORE EXCAVATION. STAKE AND FLAG LOCATiONS. ROBERTSON ERICKSON WILL NOT ACCEPT RESPONSIBILITY FOR THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES. 2. IDENTIFY AND FLAG ALL UTILITIES. 3. MAINTAIN AND PROTECT EXISTING UTILITIES REMAINING WHICH PASS THROUGH WORK AREA. 4. UPON DISCOVERY OF UNKNOWN UTILITIES OR CONCEALED CONDITIONS, DISCONTINUE AFFECTED WORK; NOTIFY ENGINEER. PAVEMENT SECTIONS I. ASPHALT CONCRETE SHALL BE TYPE B (1/2"MAX) WITH FOG SEAL OVER CLASS 2 AGGREGATE BASE WITH PRIME COAT. ENGINEERED FILL/NATIVE SHALL BE COMPACTED TO 95% RELATIVE DENSITY. BASED ON THE GEOTECHNICAL REPORTS BY WALLACE KUHL d ASSOCIATES INC. DATED JULY 21, 2011. SEE THE SAME REPORT FOR INSTALLATION RECOMMENDATIONS. REFER TO DETAIL ON SHEET C6 FOR LOCATIONS. CONCRETE SECTIONS I. PORTLAND CEMENT CONCRETE SHALL BE AS SHOWN ON THE GEOTECHNICAL REPORTS BY WALLACE KUHL 4 ASSOCIATES INC. DATED JULY 21, 201I. SEE THE SAME REPORT FOR INSTALLATION RECOMMENDATIONS. REFER TO SHEET C5 FOR LOCATIONS. SANITARY SEWER SYSTEM I. SANITARY SEWER PiPE SHALL BE PVC SDR -35, RATED FOR H2O LOADING AS DETERMINED BY THE DEPARTMENT OF TRANSPORTATION. 2. MANHOLES SHALL RATED FOR H-20 LOADING AS DETERMINED BY THE D.O.T. STORM DRAIN SYSTEM I. STORM DRAIN PIPES SHALL BE CLASS 4 RCP OR AN APPROVED EQUIVALENT . PIPES SHALL BE RATED FOR H-20 LOADING AS DETERMINED BY THE DEPARTMENT OF TRANSPORTATION (D.O.T.). 2. AREA DRAINS SHALL BE COOK CONCRETE PRODUCTS OR AN APPROVED EQUIVALENT, AND RATED FOR H-20 LOADING AS DETERMINED BY THE D.O.T. WATER MAiN SYSTEM NOTES: 1. DOMESTIC WATER MAINS SHALL BE POLYVINYL CHLORIDE PIPE (PVC) AWWA C-900 CLASS 150 FiRE WATER MAiNIS SHALL BE POLYVINYL CHLORIDE PIPE (PVC) C-900 CLASS 200 2. MATERIALS A. POLYVINYL CHLORIDE PIPE (PVC) SHALL BE OF TYPE iN ACCORDANCE WiTH AWWA C900 STANDARDS. B. DUCTILE IRON PIPE AND FITTINGS (D.1.) SHALL BE OF TYPE IN ACCORDANCE WITH AWWA C151. 4" AND SMALLER SHALL BE CLASS 51. 6" AND LARGER SHALL BE CLASS 50. PIPE AND FITTINGS SHALL BE FLANGED AND FLANGE GASKETS SHALL BE A 1/8" THICK RED RUBBER RING SUITABLE FOR USE WiTH POTABLE WATER SYSTEMS. 3. IN AREAS WHERE THE WATER MAINS INTERSECT OTHER SERVICES, THE WATER MAINS SHALL BE INSTALLED SO THAT THE WATER MAiNS CROSS ABOVE THE OTHER SERVICES. WHERE THE INTERSECTION OF THE WATER MAINS AND OTHER SERVICES CONFLICT, GRAVITY SYSTEMS SHALL HAVE CONTROL OVER PRESSURE SYSTEMS. 4. STANDARD MINIMUM COVER IS 36". 1F MiNiMUM COVER CAN NOT BE PROVIDED COVER AS SHOWN ON DETAIL 4 SHEET C5. CONTACT ENGINEER PRIOR TO BACK FILL. 5. ALL WATER MAIN LENGTHS ARE APPROXIMATE AND THE CONTRACTOR HAS THE RESPONSIBILITY TO VERIFY THE EXACT LENGTH OF ALL WATER MAINS AND THE LOCATIONS OF FITTINGS. 6. CONTRACTOR TO FURNISH ALL TEES, VALVES, ELBOWS, MECHANICAL JOINT RESTRAINTS d THRUST BLOCKS AS NECESSARY TO INSTALL THE WATER $ FIRE SERVICE MAIN. 1. MECHANICAL JOINT RESTRAINTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS $ SPECIFICATIONS BY EBBA IRON INC. OR APPROVED EQUAL. AIR QUALITY NOTES: A. WATER ALL ACTIVE CONSTRUCTION AREAS AT LEAST TWiCE DAiLY. THE FREQUENCY SHOULD BE BE BASED ON THE TYPE OF OPERATION, SOIL CONDITIONS, AND WiND EXPOSURE. B. IF NECESSARY, APPLY CHEMICAL SOIL STABILIZERS TO INACTIVE CONSTRUCTION AREAS (DISTURBED AREAS THAT ARE UNUSED FOR AT LEAST FOUR CONSECUTIVE DAYS) TO CONTROL DUST EMISSIONS. DUST EMISSIONS SHOULD BE CONTROLLED AT THE SITE FOR BOTH ACTIVE AND INACTIVE CONSTRUCTION AREAS THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD, INCLUDING HOLIDAYS. C. LIMIT VEHICLE SPEEDS TO 15 MPH ON UNPAVED ROADS. D. SUSPEND LAND CLEARING, GRADING, EARTH MOVING, OR EXCAVATION ACTIVITIES WHEN WIND SPEEDS EXCEED 20 MPH. E. iF APPLICABLE, APPLY NON-TOXIC BINDERS (E.G. LATEX ACRYLIC COPOLYMER) TO EXPOSED AREAS AFTER CUT AND FILL OPERATION AND HYDROSEED THE AREA F. PLANT VEGETATIVE GROUND COVER IN DISTURBED AREAS AS SOON AS POSSIBLE. G. COVER INACTIVE STORAGE AREAS. H. PROJECT APPLICANT SHALL CONSULT WITH THE BUTTE COUNTY AiR QUALITY MANAGEMENT DISTRICT ABOUT THE APPLICATION OF A PAVED (OR DUST PALLIATIVE TREATED) APRON ONTO THE PROJECT SITE. I. SWEEP PAVED STREETS ADJACENT TO THE SITE WHERE VISIBLE SILT OR MUD DEPOSITS HAVE ACCUMULATED DUE TO CONSTRUCTION ACTIVITIES. J. POST A PUBLICLY VISIBLE SiGN AT THE CONSTRUCTION SITE WITH THE NAME AND TELEPHONE NUMBER OF THE PERSON TO CONTACT REGARDING DUST COMPLAINTS. THIS PERSON SHALL RESPOND AND TAKE CORRECTIVE ACTION WITHIN 24 HOURS. THE TELEPHONE NUMBER OF THE BCAQMD SHALL ALSO BE ViSiBLE TO ENSURE COMPLIANCE WITH BCAQMD RULES 201 AND 207 (NUISANCE AND FUGITIVE DUST EMISSIONS). K. PR1012 TO FINAL OCCUPANCY, THE APPLICANT SHALL DEMONSTRATE THAT ALL GROUND SURFACES ARE TREATED SUFFICIENTLY TO MINIMIZE FUGITIVE DUST EMISSIONS. FUGITIVE DUST EMISSIONS ARE CONSIDERED DUST CLOUDS CAUSED BY WIND, TRAFFIC, OR OTHER DISTURBANCES TO EXPOSED GROUND SURFACES. STORM WATER POLLUTION PLAN: A. REFER TO THE STORM WATER POLLUTION PLAN FOR THIS SITE. WDID# 5R04C361583 B. DOCUMENTS KEPT ONSITE AT THE SUNWEST MILLING OFFICES OR JOB TRAILER. NOTE: THE PROPOSED STRUCTURE IS LOCATED IN THE SHADED ZONE X FLOOD AREA DEFINED AS "OTHER FLOOD AREAS" INDICATED ON THE CURRENT FEMA FLOOD INSURANCE RATE MAP (FIRM) AND MAY BE SUBJECT TO FLOODING. ABBREVIATIONS BOLLARD A.B. AGGREGATE BASE A.C. ASPHALT CONCRETE ACP ASBESTOS CONCRETE PIPE AD AREA DRAIN BFP BACK FLOW P2EVENTER BL BREAK LINE CMP CORRUGATED METAL PIPE CO CLEANOUT CONIC. CONCRETE DI DROP INLET D/W DRIVEWAY E ELECTRIC EP EDGE OF PAVEMENT EX EXISTING FDC FIRE DEPT. CONNECTION FF FINISH FLOOR FH FIRE HYDRANT FL FLOW LiNE FS FINISHED SURFACE G GAS gb GRADE BREAK GM GAS METER GR GRATE ELEVATION HDPE HIGH DENSITY POLYETHYLENE ICV, IRRIGATION CONTROL VALVE 1D INSIDE DIAMETER INV INVERT OF PiPE 1RG. IRRIGATION LF LINEAR FEET (N) NTS OHE O P PL P1V PP PVC PUE RCP RPP RWL SBC SD SDMH SF SS SSCO SSMH S/W T TC TP TBM TS TSB TSP TYP. LOC LOCATiO W L/S LANDSCA WEB MB MAILBOX 1M w LEGEND • BOLLARD ❑ ELECTRIC BOX EBOX -121- ELEVATION CONTOUR LINE IQ FIRE HYDRANT n SIGN zi YARD LIGHT ❑ STORM DRAIN AREA DRAIN O WATER VALVE ❑ WATER METER x IRRIGATION CONTROL VALVE 0 EX. TREE INDEX OF SHEETS Cl TITLE SHEET C2 EXISTING TOPOGRAPHY C3 DEMOLITION PLAN C4 GRADING PLAN C5 UTILITY PLAN C(b PAVING 4 DIMENSION PLAN Cl DETAIL SHEET C8 DETAIL SHEET C9 SWPPP PLAN NEW NOT TO SCALE OVERHEAD ELECTRIC OLIVE TREE PINE TREE PROPERTY LiNE POST INDICATOR VALVE POWER POLE POLYVINYL CHLORIDE PUBLIC UTILITY EASEMENT REINFORCED CONCRETE PIPE REDUCED PRESSURE PRINCIPLE PAiN WATER LEADER SOUTHWEST BELL CORPORATION STORM DRAIN STORM DRAIN MANHOLE SQUARE FEET SANITARY SEWER SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE SIDEWALK TREE TOP OF CURB TELEPHONE POLE TEMPORARY BENCH MARK TRAFFIC SiGNAL TRAFFIC SIGNAL BOX TRAFFIC SIGNAL POLE TYPICAL WATER 1�3 -� '1- I �I► �I G EXISTING UNDERGROUND GAS w EXISTING UNDERGROUND WATER ❑HE EXISTING OVERHEAD ELECTRIC ATT EXISTING UNDERGROUND ATT SS EXISTING SEWER MAIN SD EXISTING STORM DRAIN FW EXISTING UNDERGROUND FiRE WATER D EXISTING UNDERGROUND DATA a' EXISTING EDGE OF PAVEMENT (EP) PROPERTY LINE - - - EASEMENT LINE X EXISTING FENCE LINE (N)SD- NEW STORM DRAIN LINE (N)SS NEW SANITARY SEWER LINE (N)E NEW ELECTRIC CONDIUT (N)G NEW GAS LINE (N)FW -- NEW FIRE WATER LINE (N)W NEW WATER LINE (N)D NEW UNDERGROUND DATA � L!1 I NEATCUT LiNE 0 0 Lu � rn o � 0 i c cY � STRE�� � �� N 6a�N�G pm Z �-13 -A n cp 5UNWEST MILLING 0 10 4 rp ACC 55 ROAD BIGGS, CA. VICINITY MAP N.T.S. 10-679 c: (O N CS n w m o~ CL C.7 0 z W /P W Ln a' ff zWa 0) 0)U _ 00 U" zw� E i N d1 0) oo o wo" r� � L!1 I V t{j U rn o c �n M Ln moo•'^ O W� X u 1.1.1 W °� oLL `v N c 7z CU a Z g"'vo 0 LA .3 09 Ln in (L5 o W u� n 0 V .-i mLn 5/12 1 of 9 (O N CS n w 00 o~ CL C.7 0 z W /P 5/12 1 of 9 z� W o C.7 z a' zWa �Wa zw� w 5/12 1 of 9 SCALE= I" = 50' NOTES BASIS OF BEARING IS BETWEEN FOUND CENTERLINE MONUMENTS ON BANNOCK STREET AS N 74` 40'40" E PER 127—MAPS-49 ELEVATIONS ARE BASED ON A CITYOF BIGGS DISK IN THE TOP OF CURB, NE RETURN, W. BIGGS GRIDLEY ROAD AND BANNOCK STREET. ELEV.= 89.63' NGVD 29 DATUM. THE ELEVATIONS SHOWN ON THE EARLIER PLANS FOR THE WILD RICE FACILITY AND THE WAREHOUSE ARE BASED ON A BENCHMARK AT THE SE TOP OF FOOTING OF THE WATER TOWER. ADD 2.38' TO OBTAIN CURRENT CITY ELEVATIONS. m CONTOUR INTERVAL IS 0.5'. 2 s i m 10 W Lu a l� � Q Q 0 LU EX 55 w W t7 W to Lu Iu Lf � o I I � w m N w: f Lu m; I � N W' �i is Limis EX FIREWATER \ �/`......,'f•`C f} ;{}ti\ i i �, Ex WV • �, 2 Ln ri pm moi ; WLnoo p %G/ E M ` }} w u o c m o EX GAS \ / / v/v/�� t ; \,\ o _ X i\�/G EX 55MHl O W N}% `2 a /v/ `, } X. VALL Y U p o EX ATER / so w � / UTTER N 0 LA ss /00 4 - Ln y 00 rnV EX SDMH � i / so / � v � = i } � DO I .p / /_ —J / /V 4 - ,. sy V / ExwV; `X 't i; ' \ �'' W00 EX W SOS gtrn 4 /ss ss ss � � S � S 0 � Ln / v/v i i m /� / s /V ? /V i ,+ v ss . E 5 Mssss / /�• /� - iv�V/v/v �{/amu % I 's `r` E} y ? PF X SDMH pGK S�R� EX SD'l^IFT � \ i i EX HOSE ` � BIB Z „ .w r Z 0 Z Z Z z i EX SS \ i z 2 Z i i i EX SD \ Z AD EX ' \ VA AN5 PA P \\ \ LLQ...... / i + , Z t EX FH t \ \ \ DC w EX. BLDG. qti IV \} i \ � 9I.98'FF £ ,F � t S}l EX SD SUMP; LOADING t92.07 FFD Cr- EX TRANS PAD t ' ` EX. COVER \%goo\ w \k EX FH 98." 2" FORCE MAIN �2 E EBOX EER COMM. BOX \F� d EX SDMH \ \ii i ���N �d SILO i d '' 4N5 PAD; EX. BLDG.,- \c- �s O x \ 't c\ t EBOX \ x + EX SDMHEX EP TRANS PAD X F i N EX D � E/aX AD `� XTRANSPADEF' E EX PROPANE TANK EX SDMH `. \'r FIs.. \` d BLDG.EX M EX SSCO'•� t}\} viii ii i ''t t• �L N z ✓' \ d TTT , ` EX SDM:..... , d j \ EXBLDG. EX FIREWATER � sd ... _� � \� l\ ` } •+\�' � V 1 1~M�1 6< EX. BLDG. \ \ \\\ EvDMHCD FD \ a \1A\ O (N)G ss sl \ COG /Ftfl- STORAGE EX SDM \ COG )S " CN)G o \ PHASE, \ \ ASPHA T / E \ \ IMPROVEMENTS01 PHASE I B \ \ IMPROVEMENTS GA E SD X FH os oos t / , EX 8 W T R )E \ EX SBC ?� }' '' \ O \ GRAVE y y \ g ROAD \ N i , , \ EX FIREWATERPUBLIC WCFCSAN D x AD, - PLANNING REVIEW \ }' COMPLETED BY TIME CITY OF BIGGS STOCKPILE AREA SEOUENCING FOR RPE PUMP RELOCATION L Install the relocated fire line up to the new pump stab and discharge lines out of the pump house, Install the new city supply hydrants and FDC on the new fire line, lag all pipes to the tie in points for the existing yard fire hydrants. The existing fire pump house fire lines are still in service at this Point. 2. Pun all conduits that are needed at the new pump house. 3. Pour the concrete stabs and footings at the new pump house. 4. Install the temporary bypass piping within the pump house, above the slab with temporary check valves. 5. INSTALL ALL SWITCH GEAR and wiring into the new pump house. 6. Tie into the existing fire line supply and yard fire line. At this point, the existing fire pump Is off line and the existing yard hydrants and sprinkler systems are supplied with city water pressure only. This is the point where we have 30 days to _get the pumps back, in place service. Fire watch begins at this point as well. 7. Relocate the existing pump house building structure. 8. Relocate the existing fire pump and Install the piping and valves needed for the relocated fire PUMP. 9. Hook up the electric to the fire pump and controllers. 10. Test the fire pump, certify the pump curves and place the system back, in service. End of the 30 day window. Il. As soon as the steel beams and purlins have been installed, install the upsized two risers, bulk pipe and seismic joints that feed the existing building sprinkler systems. Place those systems back in service. Fire watch ends once these systems are back in service. (Note- the 30 day window was not for these two systems to be placed back in service but fire watch must continue until they are back in service). 12. Coordinate relocation timing with owner. NOTE: CONTRACTOR TO GET ENCROACHMENT PERMIT FOR UJOP< DONE IN THE CITY OF E31GGS RIGHT OF WAY ON E3ANNOC< 5TPEET. DEMO. NOTE: REROUTE ALL UTILITIES AS NECESSARY TO ACCOMODATE PROJECT. COORDINATE WITH OWNER 4 SERVICE PROVIDERS. DEMO. '\\ BLDG. EX Ti T"" DEMO. DEMO. PORTION OF EX. WATER MAIN. DEMO.' CONSTRUCT BLIND CURB FLANGE ON TEE AT MAIN IN STREET. COORDINATE W1 CITY OF BIGGS DEMO DEMO. EX. FIRE WATER DEMO. DEMO. DEMO EX I ELECTRIC , t*, CONDUITS 4';BOXES /--- X DEMO. FFA\,�... \�� M E -E DEMO. Al ,:_ ...... ' Y a r-iC I[ xy.-.7-5 DEMO. . . . . W Ln LA ........ ................ 0 % CY) 00 0\ rj .... GAS DEMO. 0 MAIN TO REMAIN 0 DEMO. PORTION OF EX. ...... X U 0) 0 ... GAS MAIN. COORDINATE ItM 'E L r 1 F �i . ... . ........ W/ PGE A W 0 M LL X-� 'A N Q) q Z0 V 2 U (=) A, k . ..... 0 M Y t CL; z 'A 1 .0 0 W U 0) 00 -3 n A q o> RELOCATE VIA T, % I DEMO. A tk SEE SHEET C5 . . . . ............. PORTION OF EX. WATER MAIN TO REMAIN .............. % Y % A • ............. ... .. .... ...... Y DEMO. PORTION OF EX. 11MRS4111 FENCE Al ,:_ ...... ' Y a r-iC I[ xy.-.7-5 . . . . W Ln LA ........ ................ 0 % CY) 00 0\ rj .... GAS C3) 0) C'0 0 MAIN TO REMAIN 0 Ln I ...... X U 0) 0 ... C ItM 'E L r 1 F �i . ... . ........ ..... A W 11MRS4111 FENCE Al ,:_ ...... ' Y a r-iC I[ xy.-.7-5 . . . . W Ln LA ........ ................ 0 % CY) 00 rj .... GAS C3) 0) C'0 0 MAIN TO REMAIN 0 Ln I ...... X U 0) 0 ... C ItM 'E L r 1 F . ... . ........ ..... W 0 M LL X-� N Q) q Z0 V 2 U (=) A, k 00 0 M Y t CL; z % 1 .0 0 W U 0) 00 -3 n q o> VIA EX . ..... tk 11MRS4111 FENCE Al ,:_ ...... ' Y a r-iC I[ xy.-.7-5 . . . . W Ln LA ........ ................ 0 % CY) 00 rj .... GAS C3) 0) C'0 0 MAIN TO REMAIN 0 Ln I ...... X U 0) 0 ... C ItM 'E L r 1 F L- X W 0 M LL N Q) q Z0 V 2 U (=) F 00 0 M Y t CL; z % 1 .0 0 W U 0) 00 -3 n q o> % EX . ..... 'A . . . . ............. .............. % Y % ............. ... .. .... ...... .......... ....... ...... ....... . ..... *- % '� 'A\ % C14 Cf) 00 Ln C-4 0 XCL -'/038 % ,:_ Uj Y a r-iC I[ xy.-.7-5 W Ln LA ........ ................ 0 % CY) 00 rj PORTION OF EX. GAS C3) 0) C'0 0 MAIN TO REMAIN 0 Ln I . .............. U 0) 0 ... C ItM 'E L r 1 F L- X W 0 M LL N Q) q Z0 V 2 U (=) F 00 0 M Y t CL; z 00 1 .0 0 W U 0) 00 ..... ...... n 01 o> rn V) C14 Cf) 00 Ln C-4 0 XCL -'/038 (0 Uj r-iC I[ W Ln LA 0 CY) 00 rj C3) 0) C'0 0 W 0 Ln I L) . U 0) 0 r- C ItM 'E L r 1 0 L- X W 0 M LL N Q) q Z0 V 2 U (=) 0 00 0 M Y t CL; z 00 1 .0 0 W U 0) 00 n 01 o> rn V) C14 Cf) 00 Ln C-4 0 XCL -'/038 1077679.:,... 1i 3/15/12 3 of 9 Uj 1077679.:,... 1i 3/15/12 3 of 9 O CONSTPUCT10N NOTES I PLACE NEW ASPHALT SECTION. SEE SHEET C5 FOR DETAILS, 2 INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER CITY STD. 206 SIMILAR, SHEET C7. 3 INSTALL PIPE BOLLARDS. SEE SEE ARCHITECTURAL PLANS FOR DETAILS. 4 PLACE NEW CONCRETE LOADING DOCK. SEE ARCHITECTURAL PLANS FOR RETAINING WALL d SLAB DETAILS. 5 PLACE COBBLES FLUSH WITH SURFACE FOR EROSION CONTROL. 6 INSTALL CONCRETE VERTICAL CURB, SEE SEE ARCHITECTURAL PLANS SIMILAR. 7 INSTALL SIDEWALK. MAX. CROSS SLOPE 2% MAX. LONGITUDINAL SLOPE 5%, SEE ARCHITECTURAL PLANS. 8 INSTALL DETENTION DITCH AS SHOWN. SEE DETAIL HEREON, 9 INSTALL FLUSH CONCRETE VERTICAL CURB. SEE DETAIL HEREON. 10 INSTALL FENCE $ GATES. COORDINATE W/ OWNER FOR SIZE AND TYPE. II INSTALL 36" OF TRUNCATED DOMES WHEN A WALK ADJOINS A VEHICLE TRAFFIC WAY PER CBC 11338.8.5 12 NEATCUT ASPHALT AND CONFORM TO EXISTING. 6" CONCRETE FLUSH CURB TO BE 6" BELOW A.B. RESEED W/ NATIVE GRASSES AFTER 6' 2' CONSTRUCTION 91.5 FS MAX. (N) PAVING 90.0(N) BASE ° APPROX. ORIGINAL - 6n . ......._.,,. 10' - -- 4.5' DETENTION DITCH SECTION 1ffp. ., Sw 1.98 FS SEE OFFSITE PLANS FOR BANNOCK STREET CURB, GUTTER Q SIDEWALK §i 5 - ". n =t w 90.0 FS `•, 90A FS ` x PLAC�15' A.B. SHOULDER SLOPE TO EX GRADE. SEE DETAIL HERE A)� " 91.50 FS x x ww x 91.50 FS x x 10 90.90 GR_i 91.00 } 91.00 FS 9030 T5___ •• 90.20 FS J 87.80 GR 4 88.00 FS FS 1.95 FS 91.95 FS 91.60 FS 91.10 eeg �x 9 9120 FS 5 k / 91.50 FS / k / BB 5 k\x\ k\ 90.5 R —91.28 FF \. `•'• ` �= is g 41 x 9010 F5 5 k v 90.0 FS 9030 FS match ex. verify I 91.61 FS } (4' WIDE) 91.47 FS F VJ m RELOCATE a INSTALL T 1 12 ,` ` BOLLARDS AS v NECESSARY SEE ELECTRICAL PLANS. Lr) match " Ln � 91.47 (\w `E LL coco W° U 0) 0 2 tri � ,_, M L O UA +_'C c^Lxu_ 'i Q� W N O 4= LL 4J to U O � •,��j 4 O Ln L _� 0 O rn lJ v -:� 00 W V 1 00 J 0 O m Ln I!M 91.44 F5 `'� 9134 FS', match `c3 •..,. TRANSFORMER-- PAD. MATCH EX GRADES. match ` RELOCATE a INSTALL T 1 12 ,` ` BOLLARDS AS FS NECESSARY SEE ELECTRICAL PLANS. match " � 91.47 match 1.50 F5 \" n a I -:� V 1 71 w A .cc • 1� O 4-1 PUBLIC WORKS AND PLANNING REVIEW COMPLETED BY THE CITY OF BIGGS C zo 10-679 JCM 3/15/12 4 of 9 V UTILITY COMSTPUCTION NOTES I INSTALL 2 -WAY SS CLEANOUT. WITH LiD TO GRADE. SEE PLUMBING PLANS. 2 INSTALL 4"(P SS LATERAL 2% MIN. SLOPE TO CONNECT TO CITY SEWER MAIN.. SEE CITY STD. DETAIL 101 SHEET C7 FOR TRENCH 4 PAVEMENT REPLACEMENT DETAILS. CONNECT TO MAIN WITH "SEALTiTE" TEE OR WYE. COORDINATE W/ CiTY FOR CONNECTION TO CITY SEWER MAiN. SEE OFFSITE PLANS. 3 INSTALL TRAFFIC RATED 18" AREA DRAiN. SEE 1/C6 FOR DETAILS. 4 INSTALL SD PiPE. SEE THiS SHEET FOR SCHEDULE. ENCASE ALL PIPES IN LEAN CONCRETE MIX. SEE SHEET C7 DETAIL I. SEE ALSO SHEET Cl DETAIL 2 FOR WATER/SD CROSSING. 5 INSTALL 2"(P SCHEDULE 40 PVC PRESSURE PiPE. 18" MiN, PIPE COVER, CONCRETE SLURRY BACKFILL FOR ANY DEPTH LESS THAN 24". 6 INSTALL SD LiFT VAULT, SEE SHEET CS DETAIL 2 7 INSTALL 6"0 PVC RAIN WATER LEADER. 1% MIN. SLOPE 12" MiN. COVER FROM ALL NEW DOWNSPOUTS TO AREA DRAIN. 8 INSTALL 6"0 FIRE WATER LiNE FROM EX. FIRE WATER LiNE TO RELOCATED PUMP THEN TO EX 8" FIRE WATER MAIN. SEE CITY STD. DETAIL 101 SHEET C7 FOR TRENCH DETAILS. PROVIDE TAPS, VALVES, ELBOWS, FITTINGS 4 THRUST BLOCKS AS NECESSARY. 9 INSTALL PIV $ SiNGLE CHECK VALVE IN BOX PER CITY STD. DETAIL 302 SHEET C7. INSTALL PIPE BOLLARDS. SEE FIRE PROTECTION PLANS FOR DETAILS. 10 INSTALL FIRE HYDRANT WiTH ALL NECESSARY TEES, VALVES $ THRUST BLOCKS PER CITY STD. DETAIL 301 SHEET Cl INSTALL PIPE BOLLARDS. SEE FIRE PROTECTION PLANS FOR DETAILS. II INSTALL 6"(P WATER LINE (46" MiNI. COVER ONSITE) FROM MAIN IN STREET TO EX ONSITE 8" WATER MAIN FOR RELOCATION OF WATER MAIN TO ACCOMMODATE BUILDING EXPANSION. SEE CITY STD. DETAIL 101 SHEET C7 FOR TRENCH DETAILS. COORDINATE W/ CITY WATER DEPARTMENT $ OWNER FOR CONNECTIONS. 12 INSTALL 6 (P GAS MAIN FROM EX. MAiN TO EX. MAIN FOR RELOCATION OF GAS MAIN. ALL CONNECTIONS BY PGE. REFER TO PGE PLANS. 13 RELOCATE PROPANE TANK AS SHOWN. COORDINATE W/ OWNER FOR DETAILS. VERIFY ALL SETBACKS PER APPLICABLE CODES. 14 INSTALL POLE LIGHT. SEE ARCHITECTURAL d ELECTRICAL PLANS FOR DETAILS. 15 DEMO, PORTION OF EX. 6"0 WATER LINE. COORDINATE W/ CiTY WATER DEPARTMENT FOR TiE (CUT) OFF. 16 INSTALL FIRE DEPARTMENT CONNECTION. INSTALL PIPE BOLLARDS. SEE FIRE PROTECTION PLANS FOR DETAILS. 17 CONDUIT $ BOX BY BiGGS-GRIDLEY ELECTRIC. IS INSTALL (4)- 4" CONDUIT W/(3) I/O COPPER 15K.V CABLE TYPE XLP 133% INSULATION MV -105 IN EACH $ (2) 4" CONDUIT SPARE. SEE ELECTRICAL PLANS. 19 INSTALL PULL BOX AT GRADE. 20 INSTALL (2)- 4" CONDUIT W/(3) 1/0 COPPER 15KV CABLE TYPE XLP 133% INSULATION MV -105 IN EACH. 21 INSTALL (2)- 4" CONDUIT W/(4) 500 MCM CU. 6 3/0 CU. GND. IN EACH. 22 INSTALL (I)- 2" CONDUIT FOR DATA. INSTALL PULL BOX 4 CONNECT TO EXISTING DATA CONDUIT. 23 ELECTRICAL TRENCH BELOW STORM DRAIN PIPE, 24 WATER LiNE BELOW STORM DRAiN PIPE. 25 CONTRACTOR TO VERIFY DEPTH OF WATER MAIN & GAS MAIN PRIOR TO EARTHWORK OPERATIONS. STORM DRAIN SCHEDULE SD# SIZE L.F. SLOPE TYPE 1 12" 123 0.16% CL IV RCP 2 12" 64 0.16% CL IV RCP 3 12" 59 0.17% CL IV RCP 4 1211 69 0.17% CL 1V RCP 5 1211 67 0.22% CL IV RCP 6 1211 72 0.42% CL IV RCP 7 1211 96 0.31% CL IV RCP FF TM1 211 148 1 NA SCH. 40 PVC TABLES ARE CONSIDERED APPROXIMATE. CONTRACTOR TO VERIFY ACTUAL VALUES OF TABLES NOTE: TIE NEW ROOF AREA DRAINAGE DOWNSPOUTS TO NEW STORM DRAIN PiPES THAT ULTIMATELY DRAIN TO THE DETENTION BASIN. COORDINATE ALL FIRE WATER FACILITIES WiTH THE FiRE PROTECTION COMPANY. SEQUENCING FOR FIRE PUMP RELOCATION I. Install the relocated fire line up to the new pump slab and discharge lines out of the pump house, install the new city supply hydrants and FDC on the new fire line, lay all pipes to the tie in points for the existing yard fire hydrants. The existing fire pump house fire lines are still in service at this point. 2. Run all conduits that are needed at the new pump house. 3. Pour the concrete slabs and footings at the new pump house. 4. install the temporary bypass piping within the pump house, above the slab with temporary check valves. 5. INSTALL ALL SWITCH GEAR and wiring into the new pump house. 6. Tie Into the existing fire line supply and yard fire line. At this point, the existing fire pump is off line and the existing yard hydrants and sprinkler systems are supplied with city water pressure only. This Is the point where we have 30 days to get the pumps back in place service. Fire watch begins at this point as well. 1. Relocate the existing pump house building structure. 8. Relocate the existing fire pump and install the piping and valves needed for the relocated fire pump. 9. Hook up the electric to the fire pump and controllers. 10. Test the fire pump, certify the pump curves and place the system back in service. End of the 30 day window. II. As soon as the steel beams and purlins have been Installed, install the upsized two risers, bulk pipe and seismic Joints that feed the existing building sprinkler systems. Place those systems back in service. Fire watch ends once these systems are back in service. (Note- the 30 day window was not for these two systems to be placed back in service but fire watch must continue until they are back in service). 12. Coordinate relocation timing with owner. 8" FIRE W. MAIN TO BE � M 00 4 LnN r x� ABANDONED CUT IN 8" FL DI ELBOW EX. 8" lN> 8" FIRE FIPE UJ. W, MAIN MAIN TO REMAIN FIFE UJATEP CONNECTION DETAIL i EX. 8" FIRE W. MAIN TO REMAIN (N) 8" FIR W. MAIN NTS CUT IN 8" FL DI ELBODUJ -- EX. 8" FIRE W. MAIN TO BE ABANDONED FIPE UJA7 E2 CONNECTION DETAIL 2 NTS r .r ; .< t :t u r.: fi C: EXISTING DAT f .<F . i CONDUIT 'F4 r ; , "' SEE OFFSITE PLANS FOR DETAILS. SEE ELECTRICAL PLANS FOR ALL ELECTRICAL FACILITIES. 22 ' L , d 4 J 2 ,r 0 I / 6cN)F 90.50 RI 87.0 INY r". 9120 12 10 `2 X 89 O�N 3 CTURAL PLANS FOR PUMP SEE ARCHITE d 1�' PLANS FOR ALL FIRE PUMP FACILITIES / cN)6 / , BUILDING DETAILS FIRE PROTECTION 14 15 " : 11 90.90 GR Z 't 88.90 IN \ Z 6 8180 GR ,F \ 23 13 y y � 5 �• \ 2 \ 2 X z \ z 10 14' 9030 GR 3 88b0 IN �F cN)F�� \ ' 2 \ 2 u n / CONNECT TO \ £ 9 EXISTING CONDUIT Z \ \ \ SEE DETAIL I Z \ i 91.10G12 R< )F 12 \Z/-88.80 INV ¢ t r�JF 23 Rw / Ru OPF�/ TYP. Rw / CN)Fu� ` \ 2 RELOCATED '. 18 (N'F_ acN> ; 19 ° n`' TRANSFORMER. \> 3(N) CN)F 3(N)i. W/ NEW PAD SEE 90.20 GR (N)f cN)FW/ \.,. i 3 88.45 INV \ (N)E (N)E CME CDC �Sn (N)F \ (N)e 2 ELECTRICAL PLANS '- f :x v / owj 88.4 iNY ) CN)E C scN)w cN)E 1� X), \ 8885 IN a a ✓ cwu / "" SEE DETAIL 2 CONNECT SHEET C1 EXISTING CONDUIT 10-679 C nj W M 00 4 LnN r x� W Ln Ln corn to t C o WO t Ln I 0)o u r_ U M O �c Q� _��XU N 0 Iz z W w LL GJ ro V) U 0 Z � O _ 0� 00 �m V L L 000 0 s 0 W U a L J 0 0 M Ln r -r U WORKSPUBLIC PLANNING REVIEW COMPLETED CITY OF BIGGS JCM 3/15/12 5 of 9 nj W M 00 4 LnN r x� WORKSPUBLIC PLANNING REVIEW COMPLETED CITY OF BIGGS JCM 3/15/12 5 of 9 .......... .... ..... . ...... ... .... .... . ........... LEGEND ........ ............. . .. . ........... NEW ASPHALT AREA -"x . ...... .. .......... 4" AC OVER 23" CLASS 2 AGGREGATE BASE OVER 12" NATIVE COMPACTED TO 95% P.D. SEE THE GEOTECHNICAL REPORT BY WALLACE <UHL 8 ASSOCIATES INC, DATED JULY 21. 2011 NEW CONCRETE VALLEY GUTTER AREA SEE CITY STD. DETAIL 208 SHEET C7 (SIMILAR). NEW CONCRETE DRIVEWAY APFA5 8" 3500 P51 CONCRETE W1 #3 PEBAP LOCATED 241 O.C. PLACE IN TOP 113 OF SLAB. OVER 611 CL 2 A.B. OVER 1211 NATIVE COMPACTED TO 95* P.D. SEE THE GEOTECHNICAL REPORT BY WALLACE rUHL $ ASSOCIATES INC, DATED JULY 2l. 2011 I + + + NEW CONCRETE SIDEWALK + + ++ + + 5" 3500 PSI CONCRETE UJI 03 PEBAP LOCATED 24'O.C. + PLACE IN TOP 113 OF SLAB. OVER 1211 NATIVE COMPACTED TO 95% P.D. SEE THE GEOTECHNICAL REPORT BY WALLACE <UHL $ ASSOCIATES INC. DATED JULY 2l. 2011 ............ Ln Ln 0) co ('o "T I E Na 0) co 0 0Ln l u U rno d c fn 0 Ln Ln "FEr L x Qi O LL N 0 U C) 0 tA CT Ln 4� If 00 M N00 u 00 urn U 0) 00 I C) M Ln no 0 SEE APCHIT'ECTUPAL PLANS FOP LOADING DOCK CONCRETE DETAILS. // / •,. // // // / // // / // // // / // // / // / p // // / // `.+ BBB / / /� / Y 40 0 40 80 SCALE: I" = 40' Al y TO REMAIN. USE CAUTION WHEN // WORKING OVER C\2 w � cf) u //........... a� �o� azo a�� x� owe �w� w� 0 Qw� a � ... .... .... . . ... Y A % EXISTING WATER MAIN 4 GAS MAIN y TO REMAIN. USE CAUTION WHEN // WORKING OVER C\2 w � cf) u a� �o� azo a�� x� owe �w� w� 0 Qw� a � 10-679 JCM 1 3/15/12 6 of 9 NEW DIAGONAL PAFNNG STFIPING - PROPOSED STREET TREES AND LANDSCAPING TO MATCH DWNG- 1 SrrE PLAN GENERAL NOTES I SEE CML PLANS FOR DESIGN AND LOCATION OF NEW AC PAVING AND CONCRETE 2 SEE ELECTRICAL PLANS FOR S[TE LIGHTING AND EXTERIOR BUILDING LIGHTING, AND PROPOSED ELECTRICAL POWER SWfrCHGEAR LOCATION AND UNDERGROUND CONNECTION POINTS. 3. ALL WORK SHALL COMPLY WITH THE CITY OF BIGGS SITE PLAN REVIEW #2011-03 AND CONDITIONS OF PROJECT APPROVAL DOCUMENT DATED AUGUST 24th, 2011 019-o1 '7% BUTTE COUNTY FEB 0 6 2012 DEVELOPMENT SERVICES as is Copyright © 2012 N ideas, deaVA arrargure* and piano hd t d or by ft cku%ft are owned by, and ffre property of, MCHOLS ME BURG end ROSSEfMO and were created euoW and No des Usaa% d arra or pb bpe end ROSS070. uuukde �VMiataoerertaoerer WftAor dadowd � ft penriea 'f MCHOI_ ME1BUiG NRC OILS I m E i RO TO ARCHITECTS + ENGINEERS, 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 II (530) 891-1710 (530) 891-0138 FAI http;//Wmnmrdesign,com i a io 1-1 CONSULTANTS LICENSE STAMPS AlgCh'i `C�' !J� A• RO��F� No. 026804 .I 9-s+�1�'oQ'' PROJECT A PROPOSED WA{;EHOO USE EXPANSION FOR SUNWEST MILLING COMPANY 607 BANNOCK ST. BIOS, CALIFORNIA D 0 SHEET TITLE OVERALL SITE PLAN i al =a DRAWING STATUS CD SET PERMIT SUBMITTAL al i In REVISIONS Sym. Description By Da al Ila Drawn By DAR Checked By L Date Drawn 2/3/12 Scale 111=501-611 Job No. 10-5364,20 a 'a SHEET No. A0.1 I a al Ila F-01 I On, n. on, n. .c,_n. arol_n• mmin, n• Ike SCALE 1/16" = 1-0" l �I i� iN16, 00010,' • Fil EXISTING PUMP HOUSE TO BE RELOCATED, F21 CONTROL JOINTS PER DETAIL 9/A0.3 DASHED LINES INDICATE METAL BUILDING FRAME ABOVE aSEISMIC SEPARATION JOINT AT EXTERIOR WALLS AND ROOF COLUMN PROTECTION AT INTERIOR COLUMNS PER DETAIL 3/A92 © TRAFFIC RATED DRAINAGE GRATE OVER SUMP PiT - SEE CML DWGS. WALL MOUNTED AIR CURTAIN EQUIPMENT ABOVE DOOR ® PROVIDE NEW TRAFFIC RATED LID OVER EXISTING ELECTRICAL J -BOX. - 1 ;% BUTTE COUNTY FEB 0 6 2012 DEVELOFMEN',, SEPNIC S TYPICAL EXTERIOR TILT -UP CONCRETE WALL SEE ASSEMBLY e SHEET G12. >i TYPICAL INTERIOR 6" METAL STUD WALL SEE ASSEMBLY BW SHEET G12 2 6 - INDICATES WALL MOUNTED FIRE EXTINGUISHER, F,E DaT - INDICATES WALL MOUNTED EXIT SIGNAGE PER DETAIL 1/A9.1 a a in Copyright © 2012 M ideas, deems, ertargvw to end Pleas hated or represented Ma BURGIft R � acrd ROSSMOam amW e rd were affit84 &OKW and Moreof e& ideas% cW^ wwUmft or plers sW t umd Wpm wwhatemw without tho wtpe �eoRilon pemof MCHOL *m or caWalon forM BLIRG end ROSSEITO. PROJECT NAME A PROPOSED SED WAREHOUSE EXPANSION FOR SUNWEST MILLING COMPANY 607 BANNIOCK 3T. BIGGS• CALIFORNIA MIo SHEET TITLE OVERALL FLOOR PLAN a a I■ •I a ■■ice. . �■■■■■► A ■ �■■■■1 ■ ■ \■■■I ■ ■ 1► .\■■■1 ■ ■ k 1■■■/ A ■ ■ \■■1 ■ ■ \ \■■' / ■ ■ 1■\.O11111 ■ ■ ■k"IMF A ■ ■ 1■■■\ 1 ■ 1 ■■►" AMI I ■ 1■■w k'0 ■ 1 No 11 1 ■ ■■► �I■■■ ■ ■■■ ■■■ ■ nor I■■■ ■ ■■L , 1■■ 0 OEM a a �1 I•; dAR Checked By , Date Drawn 2/3/12 Scale i 1/1611=11-011 Job No. 10-5364,20 momommom .1• :r PROJECT NAME A PROPOSED SED WAREHOUSE EXPANSION FOR SUNWEST MILLING COMPANY 607 BANNIOCK 3T. BIGGS• CALIFORNIA MIo SHEET TITLE OVERALL FLOOR PLAN V� �V SHEET No. Ulu A2.1 7-1 a a DRAWING STATUS CD SET PERMIT SUBMITTAL a a REVISIONS Sym Description By Date a a Drawn By dAR Checked By , Date Drawn 2/3/12 Scale i 1/1611=11-011 Job No. 10-5364,20 V� �V SHEET No. Ulu A2.1 7-1 (MIN. 10' CL 2 AGGR. BASE 95X COMP.) SEE (3" MIN. TYPE "B' AC.) (MIN. 3VMIN.TYPA NOTE.6 AREAS GIVEN ARE FOR CLASS 150 PIPE AT TEST PRESSURE OF 150 �6' TYPE (MIN. 10' CL 2 AGGR. BASE 95X COMP.) 4" AC OVER 23" STRUCTURE 4" AC OVER 23" AB PER THE BACKFILL SMALL BE A AB PER THE GEOTECH REPORT WASHED SAND OR HAVE MIN. S.E. OF 20 AND 95X GEOTECH REPORT I COMP. OR AS DIRECTED BY PLACE 1' NATIVE MATERIAL 3' TO E.P. ENGINEER. SELECT SOIL 12'MIN BEDDING SAND & 95X COMB 12'MIN. 3'MIN. � (100X RASSING 3/4" SIEVE, NOT MORE NG THAN 6% PASSI 3'MIN. O 4! :. 200 IIIA Ilii O.D.++1' CDMP. OR AS DIRECTED BY O.D.+1' TYPE p) ENGINEER. TYPE "B" IMPROVED ASPHALTIC CONCRETE BREAK -OFF CHECK VALVE 111 IMPROVED ARMOR COAT OR PLANT- MIX CONCRETE BEDDING SAND & 95% COMP.. OR SEAL COAT STREETS W01 TABLE 1 (LONG BEACH MODEL - ~I{I TYPE LOCATION BACKFILL & RESTORATION Z AREAS GIVEN ARE FOR CLASS 150 PIPE AT TEST PRESSURE OF 150 COMP. TYPE D-1 WITHIN 5' STRUCTURE 10" CL 3 3. EP. 95% A.B. D-2 GREATER THAN SELECT SOIL 1.5' MIN. PLACE 1' NATIVE MATERIAL 3' TO E.P. 90% SELECT SOIL D-(� SIDEWALK STRUCTURE 4' P.C.C. OR EQUAL TO EXIST. 10" ARS 95X IN IS GREATER (PLACE TYPE 'B" A.C. IF 90' BEND 45' BEND 2211/''BEND Z AREAS GIVEN ARE FOR CLASS 150 PIPE AT TEST PRESSURE OF 150 PAVEMENT HAS AN A.C. USING DIFFERENT HPE, TEST PRESSURES, AND/OR SOIL TYPES SHOULD rV U) ADJUST AREAS ACCORDINGLY, SUBJECT TO APPROVAL OF ENGINEER. 3. 4" OVERLAY) SEE NOTE 6 1 1 w a 69MIN. -� �--- (8' MIN. CL'A' P.C.C.) PLACE 1' NATIVE MATERIAL 1 BACKFILL SMALL BE A FOR TEMPORARY TRENCH 7 4 WASHED SAND OR HAVE REPLACEMENT AND THEN 10" 12 MIN. S.E OF 20 AND 95X - REMOVE 6' AT TIME OF IIIA Ilii 12" CDMP. OR AS DIRECTED BY PERMANENT PAVING (95X 5 ENGINEER. COMPACTION REQUIRED) TEE WITH PLUG BREAK -OFF CHECK VALVE 111 'o p e$ ' • : ' BEDDING SAND & 95% COMP.. 12'MIN. W01 (10OX RASSING 3/4' SIEVE, (LONG BEACH MODEL - ~I{I e 111 NOT MORE THAN 5% PASSING 3"MIN. • 0 200 SIEVE) im O.D.#i' = NO. 400) TYPE "C" 4' (10' MIN. CL 3 AGGR. BASE OR 1.5' MIN.SELECT SOIL AS DIRECTED BY ENGINEER) SEE TABLE I 12'MIN. 7, © 3'MIN. O.D.+1' TYPE "D" PORTLAND CEMENT UNIMPROVED STREETS CONCRETE STREETS ALLEYS OR EASEMENTS NOTES: 1. TYPE A" & "C' TRENCHES REQUIRE (2) TWO CUTS; FIRST CUT INITIAL TRENCH WIDTH THEN 30 DAYS AFTER WORK HAS BEEN COMPLETED SECOND CUT 6' WIDER BOTH SIDES. 2. TYPE A' & 'C' TRENCHES REQUIRE PLACEMENT AND MAINTENANCE OF TEMPORARY PAVEMENT (SC -800 COLD MIX) FOR A MINIMUM OF 30 DAYS PRIOR TO PERMANENT' PAVING. 3. STRUCTURAL THICKNESS SHOWN ARE MINIMUM ALLOWABLE OVER THICKNESS OF STRUCTURAL SECTIONS MAY BE REQUIRED BY CITY ENGINEER IF EXISTING STRUCTURAL SECTION EXCEEDS THESE MINIMUMS. 4. ALL TRENCH WORK 5' AND DEEPER SHALL HAVE APPROVED SHORING, ALL IN ACCORDANCE WITH CRY TECHNICAL SPECIFICATIONS SECTION 13 'TRENCHING OPERATIONS'. 5. NATIVE MATERAL MUST BE SUITABLE TO OBTAIN THE 95X COMPACTION REQUIRED. S. PAVING SURFACE AT TRENCH JOINTS SHALL BE SEALED WITH ASPHALT EMULSION 4' EACH SIDE OF JOINT AFTER FINAL COMPACTION OF ASPHALT CONCRETE SEALANT SHALL BE SANDED AS NECESSARY' TO PREVENT TRAFFIC PICKUP. 7. PERMITTEE IS REQUIRED TO NOTIFY DEPT. OF PUBLIC WORKS, 868-5493, 24 HOURS PRIOR TO THE CLOSING OF ANY CLAY OF BIGGS STREET. CITY OF BIG( STANDARD C BACKFILL& TRENCH 5/03 UPDATE NOTES & BEDDING DLS 101 RESTORATIONDAVID L SWARTZ, RE - DATE REVISIONS BY APPROVED PLAN VIEW R/W - UNLESS OTHERWISE APPROVED BY CITY VALVE- (SWING TYPE) R 2600 OR KENNEDY 106 .WA APPROVED EQUAL BROOKS NO. 66T MARKED 'WATER' (OR CITY APPROVED EQUAL) 1' MIN. �^{ � 1' MIN. I o 0 0 BYPASS LINE O 0 ETHER GALV. IRON OR COPPER 0 0 O END VIEW TYPICAL FIRE SERVICE CHECK VALVE DETAIL =lll,jll _ 111=IIT= "r LATERAL SEWER 111 MIN. VARIES (SEE NOTE 3) MIN, 111 OR SEWER SERVICE III III NOTE 6 SEE l J•� rf• 'f fi ff . J d .f .% lrlf :f rff•,�,ff.r,, 'Fd � ''''f` rd ��•f f}r III BAND SEAL COUPLING _ WTiH PROPER ADAPTER SEE NOTE 4 - rf�.:frf`���`��x -E f fr..jl;� r'.f;" �F;;firf�fr,• OR AS APPROVED :•„d:•:/:'r{� III /// d<•r•...:., SAND BEDDING, III 90X COMPACTION NEW UTILITY N OTES: 1. INSIDE DAMETER OF PIPE TO BE THE SAME AS THE PIPE TO WHICH R CONNECTS. 2. ALTERATIONS OF SEWER GRADES WILL BE PERMITTED ONLY AFTER PERMISSION HAS BEEN RECEIVED FROM THE CITY. 3. WHENEVER THE SPAN OF THE PIPE EXCEEDS 5'-0" REPLACEMENT PROCEDURE AND MATERIAL SHALL BE AS DIRECTED BY THE CITY. 4. MINIMUM CLEARANCE BETWEEN PIPES SHALL BE 1, UNLESS. OTHERWISE APPROVED BY THE ENGINEER. 5. TRIM THE ETD OF THE SIDE SEWER PIPE TO A CLEAN CUT UNDAMAGED END WITH MECHANICAL PIPE CUTTER. S. EXTRA STRENGTH VITRIFIED CLAY PIPE OR DUCTILE IRON PIPE FOR SANITARY SEWER LINES: FOR STORM DRAIN LINES, CONCRETE PIPE OF THE SAME TYPE REMOVED. 7. BAND SEAL COUPLING SMALL HAVE STAINLESS STEEL SHEAR RING. UTILITY CROSSING TYPE FITTING 90' BEND 45' BEND 2211/''BEND Z AREAS GIVEN ARE FOR CLASS 150 PIPE AT TEST PRESSURE OF 150 III�II USING DIFFERENT HPE, TEST PRESSURES, AND/OR SOIL TYPES SHOULD rV U) ADJUST AREAS ACCORDINGLY, SUBJECT TO APPROVAL OF ENGINEER. 3. 4" 2 1 1 w a e" 4 2 1 0 8" 7 4 2 BREAK -OFF 20 1/4' 10" 12 6 3 IIIA Ilii 12" 16 10 5 TYPE OF FITTING TEE OR DEAD END TEE WITH PLUG BREAK -OFF CHECK VALVE 111 'o p e$ ' • : ' 111 {Ieslils O W01 f Ll1 (LONG BEACH MODEL - ~I{I e 111 111= 111 Ili= � Z im C = NO. 400) coar 4' 2 2 6' SPOOL (REQUIRED) EARTH � X� e' 3 4 N 8' 5 7 0 a_' UJ 10' 8 12 12" 12 16 - REQUIRED BEARING - TOTAL SQUARE FEET NOTES: 1. THRUST BLOCKS TO BE CONSTRUCTED OF CLASS 'B' CONCRETE. 2. AREAS GIVEN ARE FOR CLASS 150 PIPE AT TEST PRESSURE OF 150 P.S.I. IN SOIL WITH 2,000 P.S.F. BEARING CAPACITY. INSTALLATIONS USING DIFFERENT HPE, TEST PRESSURES, AND/OR SOIL TYPES SHOULD rV U) ADJUST AREAS ACCORDINGLY, SUBJECT TO APPROVAL OF ENGINEER. 3. BLOCKS TO BE POURED AGAINST UNDISTURBED SOL 4. JOINTS TO BE KEPT CLEAR OF CONCRETE- ONCRETE5. 5. BLOCKS TO BE IN PLACE 7 (SEVEN) DAYS BEFORE TESTING. 6. ALL PLUGS SHALL BE SECURED WITH THRUST BLOCKS. 7. SEE STANDARD DETAL 304 FOR CROSS THRUST BLOCK. THRUST BLOCKS R SEE 202 FOR STANDARD I I CURB AND GUTTER DETAIL 1/2' a REINFORCING BAM (1rP) SEE NOTE 3 y I A -� A --j 5% MAX. CROSS SLOPE (3) 1/2'0 X 24' SMOOTH _ DOWELS O 15' D.C. (Lyp) SEE NOTE 3 5' - 0" 1/4' EXPANSION lJOINTS (Lyp) T \ B} _ #4 BARS O 12' O.C. - EACH WAY SEE NOTE 3 SECTION A -A SECTION B -B 1.) ALL WORK TO BE DONE, AND ALL MATERIALS SUPPLIED, SHALL CONFORM TO THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, DATED JULY 2002. 2.) ALL CONCRETE SK41 BE CLASS 3. 3.) STEEL REINFORCEMENT SHALL CONFORM TO SECTION 52, 'REINFORCEMENT', OF THE STANDARD SPECIFICATION. 4.) PROVIDE 6' MIN. CLASS 2 AGGREGATE BASE AT 95% RELATIVE COMPACTION OVER NATIVE SOIL PROCESSED AND COMPACTED TO 95X RELATIVE DENSITY. 5.) BROOM FINISH SHALL BE PARALLEL TO THE DIRECTION OF FLOW. 6.) FLOW LINE ELEVATIONS MUST BE APPROVED BY CRY ENGINEER, VALLEY GUTTER UI CLASS IV - r PCP CLASS 2 AGG. BASE m -CONCPETE BACKFILL SPPINGLINE 6" `COMPACTED PIPE BEDDING 95% SHALLOW SD TPENCH STOPM DPAIN PIPE DETAIL NTS PAINT - 1 COAT RED PRIMER OVER SOUND METAL & 2 COATS YELLOW PAINT VARIES (SEE PLANS) (L OF 36" SQ. CONC. PAD LANG BEACH IRON WORKS NO. 615 W/(1) 4 1/2" AND (2) 2 1/2' HOSE OUTLET (OR CITY APPROVED EQUAL) FIRE HYDRANT 1'CI 1 I ILI \1 1 III\I Z d' 4" AC a a° CLASS IV PCP SD Ao N 10' WATER m CONCRETE BACKFILL ALL APOUND $ 10EACH SIDE OF WATEP MAIN CP0551NG 20' PIPE CENTEPED UNDER 5TOPM DPAIN STOPM DPAIN WATFP MAIN CP0551NG DETAI N T5 F 18' 18" ± BACK OF SIDEWALK VALVE BOX rV U) I w BROOKS NO. 66T SERIES y ilk MARKED 'WATER" CONCRETE 1" BMOW BREAKOFF GROOVE !I{-Ill�lll- TOP OF SIDEWALK BREAK -OFF 20 1/4' OT tll- � IIIA Ilii 00 o ooe RISER 0) E BREAK -OFF CHECK VALVE 111 'o p e$ ' • : ' 111 {Ieslils O W01 f Ll1 (LONG BEACH MODEL - ~I{I e 111 111= 111 Ili= � U O C = NO. 400) coar UNDISTURBED nz Ln CD n O tA 6' SPOOL (REQUIRED) EARTH � X� 00: 36" N O LL Q1 VAR. LLT' a_' UJ rzNUo 111 O _ D00 SLOTTED BURY - zm - O W W (FE X MJ) J 111 O O > Ln Ln 8' GATE VALVE THRUST l{I (F X Rn BLOCK (DETAIL 303) 1T ut_ •CONCRETE • 5' WATER MAIN p� Ilic Ill�lli� •��-f �4• a� UNDISTURBED S. BLACK THRUST EARTH OR ROCK SLAB BLOCK (DETAIL 303) NOTE: BLUE REFLECTIVE PAVEMENT MARKERS SMALL BE PLACED 6' FROM CENTERLINE STRIPE ON THE SIDE NEAREST THE FIRE HYDRANT ON A TWO OR MULTI -LANE STREET. TWO MARKERS ARE REQUIRED AT AN INTERSECTION HAVING A FIRE HYDRANT. THE MARKER SHALL BE PLACED 6' FROM THE EDGE OF THE CONTINUOUS LEFT TURN LANE LINE ON THE SIDE NEAREST THE FIRE HYDRANT. ON A FOUR LANE STREET WTH TURN LANE AT INIFRSECTION THE MARKER SHILL BE PLACED 6' FROM THE NEAREST WHITE LANE UNE ON THE SIDE NEAREST THE FIRE HYDRANT. FIRE HYDRANT 1'CI 1 I ILI \1 1 III\I Z d' 4" AC a a° CLASS IV PCP SD Ao N 10' WATER m CONCRETE BACKFILL ALL APOUND $ 10EACH SIDE OF WATEP MAIN CP0551NG 20' PIPE CENTEPED UNDER 5TOPM DPAIN STOPM DPAIN WATFP MAIN CP0551NG DETAI N T5 F rV U) � w y ilk Ln Ln OT � � 00 r 0) E i f V OT Go O W01 f Ll1 O Ln I 01 v � U O C F coar � nz Ln CD n O tA � X� 00: N O LL Q1 LLT' a_' UJ rzNUo O _ D00 O00 - zm -a 't O W W U 0 J O O > Ln Ln r <� PUBLIC WORKS PLANNING REVIEW COMPLETED BY THE CITY OF BIGGS 10-679 JCM 1 3/15/12 7 of 9 O � w W � � O � w � Q � 0 PUBLIC WORKS PLANNING REVIEW COMPLETED BY THE CITY OF BIGGS 10-679 JCM 1 3/15/12 7 of 9 13"X18"=266" OUTER DIMENSION \ X HEIGHT VAPIES (5EE PLANS) SOLID - BOTTOM 18 "xI8"=26" OU TEP DIMEN51ON APER D AIN DETAIL ACCESS CHAIN FOR PUMP MAINTENANCE FLOAT LEAD PUMP ON= 86.00' LAG PUMP ON= 87.00' PUMP OFF= 84.50" NT5 GALVANIZED H2O TRAFFIC GRATE NOTES: I. CONCRETE COMPPF551VF STRENGTH 4000 PSI AT 28 DAYS PEINFOPCED FOP H-20 WHEEL LOADING. 2. ARCHED OPENINGS APE 51ZED AND LOCATED PEP PLAN 3. GPATE 51ZE= 18"xI8" 4. BOX $ GRATE TO BE DE51GNED BY PRECAST MANUFACTUPEP 5. VEPIFY THAT BOX 51ZE WILL ACCOMMODATE ALL PIPE 51ZE5 WITH THE PPECAST BOX MANUFACTURER. INCPEASE BOX SIZE AS NECESSARY TO ACCOMMODATE ALL PIPES. 6. GPOUT $ SEAL BOX WALLS ONCE PIPES APE PLACED. UNION COUPLING OR SIMILAR CONNECTION FOR EASY REMOVAL REMOVABLE INLET GRATE MUST BE TRAFFIC LOAD RATED FOR H2O LOADING. r \\,ELECTRICAL CONDUIT TO GATE CONTROL PANEL/SWITCH ALV BOX TO NEW BUILDING 'COOK" 48"x48" AREA DRAIN 2.0"0 SCHEDULE LOADED OR APPROVED EQUIVA ENT 40 PVC PIPE 48" 4 , TO AREA DRAIN WATERPROOF POWER CORD 2" "TEE" CHECK VALVE NSTALL (2) ZOELLER BN59, a 83.80 .3HP SUBMERSIBLE PUMPS W/ FLOWSWITCH 4 CHECK VALVE ° OR APPROVED EQUIVALENT n e ABLE TO PUMP 37 qpm WITH A 48" 7o,TOTAL DYNAMIC HEAD OF 9.5' NOTE ELECTRICIAN AND CONTRACTOR RESPONSIBLE FOR CONTROL PANEL d ELECTRICAL DETAILS AT LOCATION TO BE DETERMINED BY OWNERS. ALTERNATE PUMPS EACH CYCLE. CONFIRM PUMP SIZE 4 TYPE WITH ENGINEER PRIOR TO PURCHASE 4 INSTALLATION. CATCH BASIN W1 SUBMERSIBLE PUMP NT5 1. 2. . 4 . 6 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. 43. 44. 45. 46. 47. 48. 49. 50. 51. 52. 53. 54. 55. 56. 57. 58. 59. 60. 61. 62. 63. E CLQ 66. 67. 68. 69. 70. 71. 72. 73. 74. 75 Sump Pump Lift Station GENERAL SUMMARY The work included in this section shall include furnishing all equipment and materials necessary for complete pre-packaged duplex pump system as specified herein and in compliance with the requirements as specified in the hydraulic analysis report. The specifications included herewith follows: REFERENCES The equipment furnished shall be produced by a company experienced in the design and manufacture of sump pumps. Manufacturer shall have a minimum of twenty five years experience in the design and manufacture ofpump systems for use in lowpressure sewerprojects. A project is defined as an installation of 50 or more pumps discharging into a common force main. The manufacturer shall submit detailed installation, user instructions, and service instructions. The manufacturer shall submit a certificate of compliance for Underwriters Laboratories approval for the complete package. SUBMITTALS The complete submittal packet shall include shop drawing information which includes, but is not limited to the following items: Pump, motor, impeller, lift out assembly, check valve, shut off valve, piping, level controls, basin, electrical control panel, electrical junction boxes, alarm facilities. Any deviations from the specifications shall be noted in the submittal. PROJECT CONDITIONS PRODUCTS - PUMP UNITS BASE BID PERFORMANCE Each pump shall be designed to meet the following performance requirements: Flow: 37gpm @ 9.5' TDH, 0.3 HP, 115v PUMP ASSEMBLY Pump Model/ General Construction Pump shall be Zoeller M59 pumps 115v.311P, no equal, to achieve standardization. All external mating parts shall be machined and Buna-N Rubber O-ring seals. Fiber or paper gaskets shall not be acceptable. All fasteners exposed to the pumped liquid shall be 300 series stainless steel. The unit shall be integrally built with a submersible type motor. Electrical Power/Control Cord The motor power cord shall be 12 GA., 4 lead STW water resistant and CSA/U.L. approved. The control cord shall be 18 GA., 5 lead STW water resistant and CSA/U.L. approved. Control cord needs to be long enough to reach junction box. The pump shall be protected with compression fitting and epoxy potted area at the power cord entry to the pump. A separation between the junction box areas of the pump and the motor by a stator lead sealing gland or terminal board shall not be acceptable. The power cable entry into the cord cap assembly shall first be made with a compression fitting. Each individual lead shall be cut and spliced with an uninsulated butt connector to an extension wire. This area of the cord cap shall then be filled with an epoxy compound potting which will prevent water contamination to gain entry even in the event of wicking or capillary attraction. The power cord leads shall then be connected to the motor leads with extra heavy connectors having copper inserts with a crimped wire to wire connection, rather than a terminal board that allows for possible leaks. The cord cap assembly shall be sealed with a Buna N Sealing Ring in a gland to assure proper sealing. Concrete Wet Well Structure (Wet well must be designed to handle building and traffic loading) The wet well structure shall be designed to resist all soil and hydraulic pressures, including both lateral pressure and hydraulic uplift. Pre -cast wet well base slabs, top slabs and barrel sections rings shall conform to the requirements ofASTM C478 except as modified herein. All pre -cast concrete shall be 4000 psi at 28 days. All bar reinforcing shall be grade 60 deformed bars conforming to ASTM A-615 or ASTM -616. The dimensions of the wet well shall be as follows: Depth: (See Plans, sheet C9) Diameter (inside dimension): 4 ft. Wet Well Base Slab: Pre -cast base sections shall be ofmonolithic construction and shall be manufactured such that the first riser section is integral with the base slab and self-cleaning sump. The base slab shall be provided with an extended base with an overhang sufficient to counteract worst-case hydraulic uplift conditions. Wet Well Barrel Sections Pre -cast wet well barrel sections and adjusting rings shall conform to the requirements ofASTM C478 except as modified herein. All joints between wet well sections shall be O-ring type single offset R-3 rubber gasket conforming to ASTMC-443-98. All pipe penetrations shall be core drilled, and shall be provided with flexible seals to provide a watertight seal. Wet Well Top Slab to berated for H-20 Traffic Loading Top slab and hatches shall be designed to support traffic loads, including pumps and maintenance personnel. The top slab shall include anchor bolt inserts for mounting upper guide bar brackets. All anchor bolt inserts shall be stainless steel. Chain An adequate length of 114". 300 series stainless steel lifting chain shall be supplied for removing the pump. The chain shall be of sufficient length and strength for easy removal. Piping Discharge piping shall be 1-1/2" PVC Schedule 40 and shall connect to the stationary discharge base assembly and terminate at a 1-1/2" flange (with a reducing bushing) mounted on the basin at the height shown in the plans. Check Valve The lift -out check valve shall be of the ball type with a corrosion resistant neoprene ball. The ball shall be the only moving part and shall move automatically out of the path of flow, thus providing an unobstructed smooth flow through the valve body. Upon pump shut-off the ball shall automatically roll to the closed position to provide a positive seal against back pressure or back flow. The check valve ball retaining insert shall be stainless steel. Shutoff Valve The PVC true union ball type shutoff valve with Teflon seats shall be furnished and installed as an integral part of the internal pipe assembly. If the discharge depth is more than 2 feet from the surface, a handle extension shall be supplied. Handle is attached to the valve stern and is supported near the top of basin, within reach for service personnel. Inlet Flange A one-piece, flexible basin inlet fitting shall be shipped loose for field installation. Size and type shall correspond with the project drawings. Junction Box A U.L. listed, Type 6 junction box shall be provided. Junction box shall be formed from corrosion resistant, flame retardant thermoplastic. The enclosure shall be of adequate thickness and properly reinforced to provide good mechanical strength. The junction box shall have a fully gasket, hinged cover that is held in place by four (4) stainless steel screws. The hinged cover shall prevent dropping the cover into the basin during service. An adequate number of sealing -type cord grips shall be supplied for incoming pump and level control cords. The cord grips shall be made of non -corrosive material such as PVC or nylon, and shall make an effective seal around the wire jacket. The junction box shall have a PVC solvent weld socket with an integral 2" NPT pipe for attaching basin conduit hub. The hub shall be made ofa corrosion resistant material and shall be ofadequate size to accommodate the number of wires required for pump and level control operation. The incoming wires shall be sealed by external means, (supplied by others), so that condensation from the conduit or groundwater will not enter the enclosure. The interior of the enclosure shall be of adequate size to accommodate the wires and connections for pump and level control operation. The wires (supplied by others) running between the control panel and the junction box shall be color -coded and fastened to the pump and level controls by means of adequately sized and insulated twist lock or crimp connectors. ELECTRICAL CONTROL PANEL AND APPURTENANCES Control Panel The control function shall provide for the operation of the pumps under normal conditions, and shall alternate the pumps on each pump down cycle to equalize run time. In the event the incoming flow exceeds the pumping capacity of the lead pump, subsequent pumps shall automatically start to handle the increased flow. As the flow decreases, the pumps shall cut off at the elevations shown on sheet C2. The control shall function as described below. The equipment listed below is a guide and does not relieve the supplier from supplying a system that will function as required. The enclosure shall be a NEMA 4X, steel enclosure. The enclosure shall be a wall or rack mount type with a minimum depth of 8"sized to adequately house all the components. The door gasket shall be rubber composition with a retainer to assure a positive weatherproof seal. The door shall open a minimum of 180 degrees. Enclosure must have locking capability. All hardware mounted to the subpanel shall be accomplished with machine thread tapped holes. Sheet metal screws are not acceptable. All devices shall be permanently identified with engraved legends. Power Distribution Main: The main will have multi -tap lugs for power distribution. The main needs to be sized to hold all control panel loads. Terminal Block: The main terminal block must be sized to handle the control panel load. There needs to be multiple lugs for distributing the power to the other loads. The panel power distribution shall include all necessary components and be completely wired with stranded copper conductors rated at 90 degrees C. All conductor terminations shall be as recommended by the device manufacturer. All circuit breakers shall be heavy duty, thermal magnetic or motor circuit protectors similar and positions of the operating equal to Square D type FAL. Each motor breaker shall be adequately sized to meet the pump motor operating characteristics and shall have a minimum of 10,1000 amps interrupting capacity for 230 vac and 14,000 amps at 480 vac. The control circuit and the duplex receptacle shall individually be controlled by heavy duty breakers. Circuit breakers shall be indicating type, providing "on -off -trip" positions of the operating handle. When the breaker is tripped automatically, the handle shall assume a middle position indicating "trip". Thermal magnetic breakers shall be quick -make and quick -break on manual and automatic operation and have inverse time characteristics secured through the use of bimetallic tripping elements supplemented by a magnetic strip. Breakers shall be designed so that an overload on one pole automatically trips and opens all legs. Field installed handle ties shall not be acceptable. Motor starters shall be magnetic, full -voltage across the line NEMA rated devices. The starter coils shall be replaceable from the front of the motor starter without removal of the device from its installed location. The units shall be rated for the horsepower of the pumps. IEC or current rated devices shall not be acceptable. Motor starter overloads shall be installed in each phase of the power leads to the moter. Overloads shall be replaceable from the front of the device. The motor loads shall be melting allow devices rated at the full load amp draw of the motors. 76. 77. 78. 79. 80. 81. 82. 83. I.- 87. 88. 89. 90. 91. 92. 93. 95. 96. 97. 98. .99. 100. 101. 102. 103. 104. 105. 106. 107. 108. 109. 10-679 JCM 1 3/15/12 8 of 9 C 0 Ancillary Equipment A solid state plug-in relay that will differentiate between a moisture condition and an over temperature condition occuring in the pump shall beW � supplied. When moisture is detected in the pump chamber, an indication shall be activated. The indication shall require reset function. Each stator j Ln winding shall have temperature switches imbed in the stator. In the event of an over temperature or moisture condition, the pump shall shut down and0 0) 00 an indicator shall be provided to indicate the failure. - A one phase HOA switch shall be provided for each pump. The switch shall be NEMA 4x rated with 10 amp contacts. A position indicating legend 3 ^i a) p plate shall be provided. W p vii 00 Mrn A green run pilot indicator shall be included. An elapsed time meter for each pump shall be included and visible in the panel. The meter shall operate 120 U o C •c Ln on vac, shall indicate in hours (6 digits) and tenths and shall be non-resetable. An alternator shall be an integral part of the controller and shall Y alternate the pumps on each pump down cycle. 0 W N �° it Level Controls Ili = N r - Duplex control panel shall be automatically controlled by 4 normally open non -mercury level controls. Float switches shall control off, on and high and U Z g o 0 � low level alarm functions. o m L �- MISCELLANEOUS 0 �+ t o Z � W W �� Provide GFCI Outlet within or immeditely adjacent to control panel. � .. .I p A final "as -built" drawing shall be attached to the inside of the front door. A list of all legends shall be included. O Ln All component parts in the control panel shall be permanently marked and identified as they are indicated on the drawing. Marking shall be on the �-y- back plate adjacent to the component. All control conductors shall be identified with wire markers at each end as close as practical to the end of the 1_t_ conductor. All panels shall be tested to the power requirements as shown on this sheet to assure proper operation of all of the components. Each control function shall be activated to check for proper indication. All equipment shall be guaranteed for a period of two years from date of installation. The guarantee is effective against all defects in workmanship and/or defective component. The warranty is limited to replacement or repair of the defective equipment. The manufacturer shall be a UL listed shop industrial control systems and shall provide evidence of such by serializing each unit per the requirements of UL 508. As -Built information and shop drawings to be forwarded to the owner and Engineer. EXECUTION" START-UP INSTRUCTION SERVICES The pump supplier shall provide one (1) day of start-up instruction and training for the service personnel responsible for the long term maintenance and;, servicing of the pumping system. The training shall address all aspects of installation, start-up, trouble shooting, operation, maintenance, and repair of the pump units. The training sessions shall include complete review of installation, operation and maintenance manuals, as well as actual field instruction. The Training sessions shall be coordinated with the pump manufacture, engineer and the authority's personnel. The training sessions shall be scheduled two (2) weeks in advance to allow for adequate notification to all parties involved in the start-up and training.�� Startup services by the manufacturer's representative shall include certification ofproper installation, as well as field testing of the pumps to verify flow, head, power requirements, and proper functioning of panel, pumps and float switches. The contractor shall make certain that all the pumps systems are ready for start up/activation prior to the notification and scheduling of such. a Contractor must provide a minimum of250 gallons of water supplied into the basin for start-up procedures. Power will be supplied to �G\NEER b/ Contractor shall be responsi y el m nec r of ' r en t t omple e - est �P �SoN o phase of the project, includi t e o, a so a s 1 one e e d a cove - QUALITYASSURANC 00 M _ F L The pumps shall be free from electrical and fire hazards as required in a residential environment. As evidence of compliance with this requirement, the o X U w complete grinder package shall be listed by Underwriters Laboratories, Inc., to be safe and appropriate for the intended use. z P� The pump shall have an industry standard commercial test which consists ofa run test, Hi Pot test, Hermetic leak decay test. Manufacturer must have a Quality Assurance Manual DELIVERY, STORAGE AND HANDLING The manufacturer shall furnish and deliver assembled pumps stations to the contractor or owner. All equipment shall be factory installed, except for externally mounted control panel, gravity sewer inlet hubs and pump assembly, which are to be installed in the field. The duplex pump system shall be complete, consisting ofa basin, basin cover, pumps, quick disconnect rail system, check valve, junction box, float switches, and internal piping/fittings. In addition, an external alarm and pump control panel is to be provided for the unit. The pump supplier shall provide four (4) copies of Installation, Operations and Maintenance Manuals to the Owner and one for the engineer. All tanks 96" tall and shorter shall ship vertically up right. The tanks shall ship with the covers bolted and attached. For shipping reasons, units taller T , than 96" shall ship horizontally and mounted to a skid. v All packaged tank assemblies will include all the necessary equipment to make a complete turnkey system ready for installation except the pumps and control panel. For ease ofhandling and storage, pumps and control panel shall ship mounted on wooden pallet. Upon receipt ofpackaged tank assemblies, the contractor or owner will visually inspect to make certain the freight carrier has successfully transported the equipment with no damage. It is the responsibility of the contractor or owner to reject any oral] damaged equipment prior to signing the delivery slip. Handling and unloading the basin assemblies shall be the responsibility of the contractor or owner. Lifting devices such as chain is prohibited. The basin r O assemblies, pumps and control panels will be stored in a controlled environment to prevent weather conditions from damaging the equipment. 10-679 JCM 1 3/15/12 8 of 9 LEGEND GRAVEL CONSTRUCTION ENTRANCE —250— ELEVATION CONTOUR LINE PL PROPERTY LiNE DRAINAGE PATTERNS SiLT FENCE OR STRAW ROLLS (ADJUST TO SUIT FIELD CONDITIONS) LiMITS OF CONSTRUCTION STORM DRAIN CATCH BASIN DISB DRAINAGE INLET SiLT BARRIER GE GRAVEL ENTRANCE LS LANDSCAPE PV PAVEMENT AREA SF/SR SILT FENCE/STRAW ROLLS CW CONCRETE WASHOUT BLD BUILDING AREA NOTE THESE BEST MANAGEMENT PRACTICES ARE SUGGESTIONS ONLY. IT 15 UP TO THE CONTRACTOR 1N CHARGE OF IMPLEMENTING THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TO ENSURE THE SWPPP AND A550CIATED BMP's ARE UP TO DATE. AS CONDITIONS CHANGE, BMP's SHOULD BE MODIFIED AND/OR UPDATED ACCORDINGLY. REFER TO BMP FACT SHEETS IN APPENDIX D OF THE SWPPP. THIS SHEET IS TO BE USED IN CONJUNCTION WiTH THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED FOR THIS SITE. CONTACT ROBERTSON ERICKSON FOR ADDITIONAL COPIES. SEE LANDSCAPE PLAN FOR DETAILS ON HYDROSEED MiX, IRRIGATION ETC. DO NOT FERTILIZE OR STOCKPILE JUST BEFORE RAiNY PERIODS. STOCKPILES ARE TO BE COVERED WITH A TARP OR STRAW/TACKIFIER 1F EXPOSED MORE THAN THAN 14 DAYS. PLACE STRAW MULCH W/ TACKIFIER ON ALL CUT/ FILL SLOPES. USE WATER TRUCK AS NECESSARY TO MINIMIZE DUST. DURING GRADING AND CONSTRUCTION ACTIVITIES ALL STREETS ADJACENT TO THIS SiTE SHALL BE KEPT CLEAN AND FREE OF DiRT AND DEBRIS. STREET CLEANING SHALL OCCUR DAiLY UNLESS DETERMINED TO BE NEEDED MORE FREQUENTLY OR LESS FREQUENTLY BY THE CITY. WDiD #5R04C361583 1 50 O 50 SCALE: I" =50' 150 W J l7 CD 9 KEY ITEM EROSION. SEDIMENT. POLLUTION CONTROL ELEMENTS INSTALLATION REMOVAL GE GRAVEL PRIOR TO CLEARING d GRADING AFTERSITE HAS BEEN GRADED Q C�3a ENTRANCE j PAVEMENT 15 READY TO BE PLACED 5F/SR � PRIOR TO CLEARING Q GRADING m LLI STRAW ROLL INSTALLED 4 SEED BEGINS TO �Y. Z i ,ttyN, N\N. -o D15B DRAINAGE INLET Im tQ SUNUJE57T SILT BARRIER DRAIN SYSTEM IS INSTALLED MILLING ip LEGEND GRAVEL CONSTRUCTION ENTRANCE —250— ELEVATION CONTOUR LINE PL PROPERTY LiNE DRAINAGE PATTERNS SiLT FENCE OR STRAW ROLLS (ADJUST TO SUIT FIELD CONDITIONS) LiMITS OF CONSTRUCTION STORM DRAIN CATCH BASIN DISB DRAINAGE INLET SiLT BARRIER GE GRAVEL ENTRANCE LS LANDSCAPE PV PAVEMENT AREA SF/SR SILT FENCE/STRAW ROLLS CW CONCRETE WASHOUT BLD BUILDING AREA NOTE THESE BEST MANAGEMENT PRACTICES ARE SUGGESTIONS ONLY. IT 15 UP TO THE CONTRACTOR 1N CHARGE OF IMPLEMENTING THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TO ENSURE THE SWPPP AND A550CIATED BMP's ARE UP TO DATE. AS CONDITIONS CHANGE, BMP's SHOULD BE MODIFIED AND/OR UPDATED ACCORDINGLY. REFER TO BMP FACT SHEETS IN APPENDIX D OF THE SWPPP. THIS SHEET IS TO BE USED IN CONJUNCTION WiTH THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED FOR THIS SITE. CONTACT ROBERTSON ERICKSON FOR ADDITIONAL COPIES. SEE LANDSCAPE PLAN FOR DETAILS ON HYDROSEED MiX, IRRIGATION ETC. DO NOT FERTILIZE OR STOCKPILE JUST BEFORE RAiNY PERIODS. STOCKPILES ARE TO BE COVERED WITH A TARP OR STRAW/TACKIFIER 1F EXPOSED MORE THAN THAN 14 DAYS. PLACE STRAW MULCH W/ TACKIFIER ON ALL CUT/ FILL SLOPES. USE WATER TRUCK AS NECESSARY TO MINIMIZE DUST. DURING GRADING AND CONSTRUCTION ACTIVITIES ALL STREETS ADJACENT TO THIS SiTE SHALL BE KEPT CLEAN AND FREE OF DiRT AND DEBRIS. STREET CLEANING SHALL OCCUR DAiLY UNLESS DETERMINED TO BE NEEDED MORE FREQUENTLY OR LESS FREQUENTLY BY THE CITY. WDiD #5R04C361583 1 50 O 50 SCALE: I" =50' 150 W J l7 CD 9 KEY ITEM EROSION. SEDIMENT. POLLUTION CONTROL ELEMENTS INSTALLATION REMOVAL GE GRAVEL PRIOR TO CLEARING d GRADING AFTERSITE HAS BEEN GRADED Q C�3a ENTRANCE j PAVEMENT 15 READY TO BE PLACED 5F/SR SiLT FENCE PRIOR TO CLEARING Q GRADING AFTER FINAL LANDSCAPING 15 Jaz STRAW ROLL INSTALLED 4 SEED BEGINS TO i ,ttyN, GROW D15B DRAINAGE INLET AS SOON A5 STORM AFTER FINIAL LANID5CAPINIG M7— 4 ` SILT BARRIER DRAIN SYSTEM IS INSTALLED INSTALLED a SEED BEGINS TO M Y GROW CW WASHOUT PRIOR TO CONCRETE POU125 AFTER ALL 517E CONCRETE HAS W BEEN COMPLETED AREA i N d1 00 DB DETENTION DURING GRADING DO NOT REMOVE Ln BASIN DUST CONTROL MEASURES: I. The contractor shall be responsible for ensuring that all adequate dust control measures are Implemented in a timely and effective ,manner during all phases of project development and construction. 2. All material excavated, stockpiled, or graded should be sufficiently watered to prevent fugitive dust from leaving property boundaries and causing a public nuisance or a violation of an ambient air standard. Watering should occur at least twice daily whit complete site coverage, preferably in the mid-morning and after work is completed each day. 3. All areas (including unpaved roads) with vehicle traffic should be watered periodically or have dust palliatives applied for stabilization of dust emissions. 4. All on site vehicles should be limited to a speed of 15 miles per hour on unpaved roads. 5. All land clearing, grading earth moving or excavation activities on a project shall be suspended when winds are expected to exceed 20 miles per hour. 6. All inactive portions of the development site should be seeded and watered until a suitable grass cover is established. 1. The contractor shall be responsible for applying non-toxic soil stabilizers (according to manufacturer's specifications) to all inactive construction areas (previously graded areas which remain inactive for 96 hours), S. All trucks hauling dirt, sand, soil or other loose material should be covered or should remain at least two feet of freeboard (i.e., minimum vertical distance between top of the load and the trailer) in accordance with the requirements of CVC Section 23114. This provision shall be enforced by local law enforcement agencies. 9. All material transported off-site shall be either sufficiently watered or securely covered to prevent a public nuisance. 10. During initial grading, earth moving, or site preparation, the project shall be required to construct a paved (or dust palliative treated) apron, at least 100 feet in length, onto the project site from the adjacent paved road(s). 11. Paved streets adjacent to the development site shall be swept or washed at the end of each day to remove excessive accumulations of silt and/or mud which may have accumulated as a result of activities on the development site. 12. Adjacent paved streets shall be swept (recommend water sweeper with reclaimed water) at the end of each day if substantial volumes of soil materials have been carried onto adjacent public roads from the project site. 13. Wheel washers shall be installed where project vehicles and/or equipment enter and/or exit onto paved streets from unpaved roads. Vehicles and/or equipment shall be washed prior to each trip. 14. Prior to final occupancy, the contractor shall reestablish ground cover on the construction site through seeding and watering. Phase 2 DISB z C�3a j PV c Jaz i / 9b i ,ttyN, i .� / DISB_ ; Ln 4 ` M Y Mal W W E i N d1 00 O W O Ln u U rn O a Cfn i � M O Ln� ' TR EET ,.. u 5 ,.• GK W tN 0 U 0 O 13 aN Z a r: - 00 rn CU P 00 i.i C) W v0 -0 _.i O 0> M Ln 4. , „< � t DISB z C�3a j PV Jaz i / 9b i Ln i .� / DISB_ ; HYDROSEED BASIN AND CUT/FILL SLOPES ;i h ' •t i 6k DlSB� !i t 'i LiMiTS OF CONSTRUCTION BLD PV M PV DISB C z C�3a Jaz V`W Ln .� ./ Ln 4 ` M Y Mal W W E i N d1 00 O W O Ln u U rn O a Cfn i � M O Ln� O L�LJ r' E X u V W tN 0 U 0 O Z a Vf - 00 rn CU P 00 i.i C) W v0 -0 _.i O 0> M Ln i i t j r PV DISB C z C�3a Jaz V`W Ln .� ./ Ln M Y Mal W W E i N d1 00 O W O Ln u U rn O a Cfn WZ � M O Ln� O L�LJ r' E X u V W tN 0 U 0 O Z a Vf - 00 rn CU P 00 Itt C) W v0 -0 _.i O 0> M Ln 10-679 JCM 13/15/12 9 of 9 z C�3a Jaz ozz� WZ o w� a Cf)O P 10-679 JCM 13/15/12 9 of 9 KEY MAP OF BUTTE COUNTY 0 0 m Lu 0 0 51Q i 0 13AT10�414 13 mpZ �-k n [� SUNWEST T MILLING n A r� ACCE55 POADo �a BIGGS, CA. V I C11\11 T ice' MAP N.T.S. ROAD IMPROVEMENT PLANS OF A PORTION OF BANNOCK STREET CITY OF BIGGS, CALIFORNIA NOTES PROJECT SITE LOCATION] MA P N.T.S. THE CITY OF BIGGS SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO START OF WORK. CONTRACTOR SHALL HAVE SIGNED PLANS IN HIS POSSESSION PRIOR TO COMMENCEMENT OF WORK. OFFSITE IMPROVEMENTS REQUIRE INSPECTION BY THE CITY OF BIGGS ENGINEER. CONTACT THE CITY ENGINEER FOR INSPECTION REQUIREMENTS. SEE ALSO GENERAL NOTES SHEET C04 CONTOUR INTERVAL 15 1.0' BASS OF BEARINGS 15 THE CENTERLINE OF BANNOCK STREET AS N74°40'40"E PER 127 -MAPS -49. ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY OF BIGGS ON FILE IN THE OFFICE OF THE DIRECTOR OF PUBLIC WOPK5, BIGG5 CALIFORNIA. THE EXISTENCE AND LOCATIONS OF ALL UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. AB 15 DEFINED A5 CLA55 2 AGGREGATE BASE 3/4" MAXIMUM GRADING. AC 15 DEFINED A5 TYPE "A" ASPHALT CONCRETE 1/2" MAXIMUM MEDIUM GRADING. ELEVATIONS ARE BASED ON A CITYOF BIGGS DISK IN THE TOP OF CURB, WE RETURN, W. BIGGS GRIDLEY ROAD AND BANNOCK STREET. ELEV.= 89.63' NGVD 29 DATUM. I PREPARED BY OR UNDER THE SUPERVISION OF: PUSS EPICK50N R.C.E. No. 58460 APPROVED FOP CONSTRUCTION STEVEN C. 5PEIGHT6 P.E. CITY ENGINEER- CITY OF BIGGS ABBREVIATIONS A.B. AGGREGATE BASE (N) NEW A.C. ASPHALT CONCRETE NTS NOT TO SCALE ACP ASBESTOS CONCRETE PIPE OHE OVERHEAD ELECTRIC AD AREA DRAIN O OLIVE TREE BFP BACK FLOW PREVENTER P PINE TREE BL BREAK LINE PL PROPERTY LINE BOP BEGINNING OF PROJECT PIV POST INDICATOR VALVE CMP CORRUGATED METAL PIPE PP POWER POLE CO CLEANOUT PVC POLYVINYL CHLOPIDE CONC. CONCRETE PUE PUBLIC UTILITY EASEMENT DI DROP INLET RCP REINFORCED CONCRETE PIPE D/W DRIVEWAY ROW RIGHT OF WAY E ELECTRIC RPP REDUCED PRESSURE PRINCIPLE EOP END OF PROJECT RWL RAIN WATER LEADER EP EDGE OF PAVEMENT EX EXISTING SBC SOUTHWEST BELL CORPORATION FDC FIRE DEPT. CONNECTION SD STORM DRAIN SDMH STORM DRAIN MANHOLE FH FIRE HYDRANT SF SQUARE FEET FL FLOW LINE SS SANITARY SEWER FS FINISHED SURFACE SSCO SANITARY SEWER CLEANOUT G GAS SSMH SANITARY SEWER MANHOLE gb GRADE BREAK S/W SIDEWALK GM GAS METER T TREE GR GRATE ELEVATION TC TOP OF CURB HDPE HIGH DENSITY POLYETHYLENE TP TELEPHONE POLE ICV IRRIGATION CONTROL VALVE TBM TEMPORARY BENCH MARK ID INSIDE DIAMETER TS TRAFFIC SIGNAL INV INVERT OF PIP C IG 1RG. IRRIGAT T A CA LF LINEAR P CE a -T;; LOC LOCATI X]] ]E L/S LANDSCAPE WM WATER METER MB MAILBOX WV WATER VALVE LEGEND • BOLLARD ❑ ELECTRIC BOX EBOX ELEVATION CONTOUR LINE FIRE HYDRANT SIGN YARD LIGHT STORM DRAIN AREA DRAIN WATER VALVE WATER METER IRRIGATION CONTROL VALVE EX. TREE INDEX OF SHEETS COI TITLE SHEET CO2 PLAN/PROFILE SHEET CO3 DETAIL SHEET C04 NOTE 8 DETAIL SHEET G EXISTING UNDERGROUND GAS W EXISTING UNDERGROUND WATER []HE EXISTING OVERHEAD ELECTRIC ATT EXISTING UNDERGROUND ATT SS EXISTING SEWER MAIN SD EXISTING STORM DRAIN FW EXISTING UNDERGROUND FIRE WATER D EXISTING UNDERGROUND DATA EXISTING EDGE OF PAVEMENT (EP) PROPERTY LINE — — — EASEMENT LINE X EXISTING FENCE LINE (N)Sl)-- NEW STORM DRAIN LINE (N)SS NEW SANITARY SEWER LINE (N)E NEW ELECTRIC CONDIUT (N)CI NEW GAS LINE (N)FW— NEW FIRE WATER LINE (N)W NEW WATER LINE (N)D NEW UNDERGROUND DATA NEATCUT LINE a 10-679 JCM 3/15/12 1 of 4 U C\2 w � ww� w �w cn � o a 10-679 JCM 3/15/12 1 of 4 LEGEND NEW ASPHALT APER 4" AC OVER 23" CLASS 2 AGGREGATE BASE OVER 12" NATIVE COMPACTED TO 95% PD. SEE THE GEOTECHNICAL PEPOPT BY WALLACE KUHL $ ASSOCIATES INC. DATED JULY 21.2011 DEMO. ASPHALT A PEA CONCRETE AREA A EX, 8" W. MAIN GATE VALVE IN B" FL DI TEE W/ (N) GATE VAL VE (N) 8" W. MAIN` I UJA TER CONNECTION DETAIL SSMH NTS 90.00 LID 81.99 12" INV T + \ 5 BOP = 13+50.00 27.5 RT 88.97 FL7 STA, 13+25 ma + a tch e y* 0 CONSTRUCTION NOTES 30.5' 40 1 NEATCUT ASPHALT AS SHOWN 4 PROPERLY DISPOSE OF ASHPALT. 21 2 INSTALL SIDEWALK PER CITY STD. 204. INSTALL VERTICAL CURB d GUTTER PER DETAIL 5-2 SHEET CO3. 3 INSTALL DRIVEWAY PER CITY 5TD. 20(o PL 4 ADJUST EX MANHOLE 4 WV LIDS TO MATCH NEW ASPHALT GRADE. 5 INSTALL NEW PAVEMENT SECTION. 4" TYPE A A.C. OVER 23" CLASS 2 A.B. 12" OF EX. PAVEMENT �. VARIES 0'-4.5' 41 SUBGRADE COMPACTED TO 95% R.C. 6 DEMO PORTION OF EX. STRIPING 8 INSTALL NEW STRIPING AS SHOWN 0 0 7 DEMO PORTION OF EX. CURB, GUTTER 8 DRIVEWAY. INSTALL VERTICAL CURB, GUTTER AND SEPARATED SIDEWALK PER CITY STD. 204 NEATCUT LINE 8 INSTALL ACCESSIBLE CURB RAMP PER CALTRANS STD. A88A CASE C. 9 INSTALL 36 OF TRUNCATED DOMES WHEN A WALK ADJOINS A VEHICLE TRAFFIC WAY PER CBC 11338.8.5 4" TYPE A A.C. OVER 23" CLASS 2 SIDEWALK PER CITY STD. 204, SIDEWALK 15 A.B. 12" OF SUBGRADE COMPACTED BOTH CONTIGUOUS 4 SEPARATED. CURB IO INSTALL 4"0 SS LATERAL PER CITY STD. 502. TRENCH 4 PAVEMENT REPLACEMENT TO 95% R.C. GUTTER PER DETAIL 5-2 SHEET CO3. PER CITY STD. 101 11 INSTALL 8"0 WATER MAIN W/ ALL VALVES, TEES 4 THRUST BLOCKS AS NECESSARY. THRUST BLOCKS PER CITY STD. 30.3 TRENCH d PAVEMENT REPLACEMENT PER CITY BANNOC< 5TR )EET SECTION A -A STD. 101 COORDINATE W/ CITY FOR CONNECTION TO EX. MAIN. NTS 12 DEMO. PORTION OF EX. 8"0 WATER LINE. COORDINATE W/ CITY WATER DEPARTMENT FOR TIE (CAP) OFF. l3 13 DEMO. PORTION OF EX. CURB GUTTER d SIDEWALK. INSTALL CITY STD. 207 RAMP. PROTECT N HYDRANT IN PLACE. MATCH EX. GRADES. } N m ABANDON WATER m �� �� m 'x X8.75► SERVICE LATERAL. < T1 Z I 14 MODIFY OR REPLACE TYPE GO D1 TO ACCOMMODATE NEW GRATE ELEVATION. SEE DETAIL D14B SHEET C04. M { m m o Z y < < = SD 0 — 4 y/ SS S — SS ;L Ss — SS SS — SS — SS —ss —ss s H w� SS O 0) 00 3 SEE DETAIL m 15 INSTALL NEW PAVEMENT SECTION. 4" TYPE A A.C. OVER 8" CLASS 2 A.B. SUBGRADE COMPACT ED TO 95% R.C. HEREON. SD — SD — SD — S➢ — SD — SD — SD — SD — S➢ — SD — SD — SD — SD — SD — SD — SD — SD SD — SD — SD S❑ — SD —�7 SD — S➢ — SD — SD `SD — SD — SD — S➢ � J� SD SD S➢ SD SD S➢ SD SD ..:. _v V V' -Y y—y—v—y—v—Vy—v—v—y—y—y—y—y—y—y—y—v—y—y—v�y— —yl—V�}' {� STA. 17+40.55 30.5 RT EOP 18+60.91 '• STA. 14+80.7 3 !/ \ i < i j I — 8935 FL , ' 30.5 RT 0.5 RT _ �'• _ss — SS < rS >-9-.{,iJ�F L—Si —ii —i3 —SS —ii —ii }�—y ii —Si —iS —SS —Si —ii Si —iS —Si� `�SS —SS —SS SS —iS —SS —SS —SS —SS —SS —SS —SS —SS 77 Tss SS SS — SS — SS'.$Sr SS — SS — SS — SS — SS — SS — SS — SS — SS — SS — SS SS N 7 4'450' 40" F S — si — Ss — SS i Si 2 }— SS — SS — 22 — i2 — Si — ii — ii —,-ear .. ..._, ,. ..._._:v.✓ AN N. ... C...,,..._._ .................__,. ,.... .......... ......... ...,,__. ......... ......... .,, ., _„_.._ ,. ,,, ...... ,............. ........ _..,�„ I' ss — .\ lJJ LLL��� _ _ _ , ♦< .. J. _. _ I ss yhatc O K {j o h , ... \ ♦ ; , . \ .:, \ : ..: \ . ” r` \ it �S S S SS S +� a—. —�. -� S -rt S i Ss' S �� SS ss .� o ... s . 3s ss is sr s --- I s - si \ ,. i3; .\ �L } �, —i,. �- ,. ., \ ., \ „ .. ,: Ss n ss ;. s ... fs .0 � ss. ss t--�� 3s T ss ., ss .� si:, _ ss ,,5'� ss ,rte- �s s s — ss — ss — ss — ss — ss ss — ss — ss — ss ss — ss — si — ss — ss — ss — ss — ss — ss — ss — ss — ss — ss — ss — ss — ss — s — ss — ss — ss — ss — ss — ss — ss i s .c \ '\ i r\ ,;•r ,, re' '\ \..:''v—V ss \J. v—..-v—v—v—v—v—v—v V—v—v \ ♦ , \ w v.. .. :: .l,r r y 'v, .^ t r' : \ V—V V—V—y'— y—V—V—V—V—V—V—V—V—V—V—V— — y— y_ y— — y— y— '..,/ \ ♦,' ;:. �\\ ..: r }✓ N'' \I r\ 2' \ \\ y y—v—v—y—v—y—v—v�v—v—� \ \ '\ r' .r' : �'' - f r ♦ ' :r r : :� 7MG --+- - \ 89.71. x' ♦ , v, tSSMH/OX, 15 90.51 LID ........T63.20I NV � CMG (NG�M G i CMG 95.00 C(n � CE r0 (1) y vW Ln w Ln a� Co E w� O 0) 00 O W O Ln i u U 0) O = rn rz 4- M O O Cl _ '— i X V W N+'`~L a W = .� o Uo GJ _ 4 -)Ln z 00O M V 4J 00 00 0 W ((� U 0) -00 .J l M0 MLn I P��c�QN � N W 0 \ r t(7 a v� O a i 9 M. Z W 51038 00 PUBLIC WORKS ,, X PLANNING REVIEW COMPLETED BY THE CI -V OF BIGGS 80.00 nn _Tray � CQ Cn w a� ww w� a 00 PUBLIC WORKS ,, X PLANNING REVIEW COMPLETED BY THE CI -V OF BIGGS 80.00 nn _Tray AGGR. BASE 95X COMP.) AGOR. 13ASECOMPI MATCH E ---TO' THICKNESS i • • iHALL 8 (PLACE TYPE 'B' A.C. IF PAVEMENT HAS AN A.C. OVERLAY) SEE NOTE 6 S'MIN. �--- TABLE 1 TYPE MIN. S.E. OF 20 AND 95X BACKFILL & RESTORATION COMP. OR AS DIRECTED BY �-� COMP. ENGINEER. �- 12"MIN' BEDDING SAND & 95X COMP. ;: - • ,. 12'MIN. 3'MIN. O (100% RASSING 3/4" SIEVE, NOT MORE THAN BX PASSING ' 3"YIN. • ' • '• 200 SIEVE) -� ' O.D.+1' 1.5' MIN. PLANTER AREA OR DPoYEWAY O.D.+1' TYPE "A" SELECT SOIL TYPE "B" IMPROVED ASPHALTIC CONCRETE STRUCTURE IMPROVED ARMOR COAT OR PLANT- MIX CONCRETE AREAS OR SEAL COAT STREETS (PLACE TYPE 'B' A.C. IF PAVEMENT HAS AN A.C. OVERLAY) SEE NOTE 6 S'MIN. �--- TABLE 1 TYPE LOCATION BACKFILL & RESTORATION 8' CURB �-� COMP. TYPE D -i WITHIN 5' STRUCTURE 10' CL 3 0 EP. 95X A.B. D-2 GREATER THAN SELECT SOIL 1.5' MIN. PLANTER AREA OR DPoYEWAY 3' TO E.P. 90% SELECT SOIL D-(� SIDEWALK STRUCTURE 4' P.C.C. OR EQUAL TO EXIST. 4" MIN AREAS 95% WHICHEVER IS GREATER (8' MIN. CL -e P.C.C.) (10' MIN. CL 3 AGGR. BASE OR 1.5' MIN.SELECT SOIL AS DIRECTED BY ENGINEER) PLACE 1' NATIVE MATERIAL BACKFILL SHALL BE A FOR TEMPORARY TRENCH WASHED SAND OR HAVE AND D THEN MIN. S_I- OF 20 AND 95X REMOVE 6' AT TIME OF COMP. OR AS DIRECTED BY SEE TABLE I PERMANENT PAVING (95X ENGINEER. COMPACTION REQUIRED) - BEDDING SAND a 95X COMP. 12'MIN. (1DOX RASSING 3/4' SIEVE, 12'MIN. NOT MORE THAN 6X PASSING 3'MIN. 200 SIEVE) 3'MIN. O.D.+i' TYPE "C" TYPE "D" PORTLAND CEMENT UNIMPROVED STREETS NOTES: CONCRETE STREETS ALLEYS OR EASEMENTS 1. TYPE A" `C" TRENCHES REQUIRE (2) TWO CUTS, FIRST CUT INITIAL TRENCH WIDTH THEN 30 DAYS AFTER WORK HAS BEEN COMPLETED SECOND CUT 8' WIDER BOTH SIDES. 2. TYPE 'A' Q 'C' TRENCHES REQUIRE PLACEMENT AND MAWENANCE OF TEMPORARY PAVEMENT (SC -800 COLD MIX) FOR A MINIMUM OF 30 DAYS PRIOR TO PERMANENT PAVING. 3. STRUCTURAL THICKNESS SHOWN ARE MINIMUM ALLOWABLE OVER THICKNESS OF STRUCTURAL SECTIONS MAY BE REQUIRED BY CiTY ENGINEER IF EXISTING STRUCTURAL SEC71ON EXCEEDS THESE MINIMUMS. 4. ALL TRENCH WORK 5' AND DEEPER SHALL HAVE APPROVED SHORING, ALL IN ACCORDANCE WiTH CiTY TECHNICAL SPECIiCATIONS SECTION 13 'TRENCHING OPERATIONS'. 5. NATIVE MATERAL MUST BE SUITABLE TO OBTAIN THE 95X COMPACTION REQUIRED. S. PAVING SURFACE AT TRENCH JOINTS SHALL BE SEALED WITH ASPHALT EMULSION 4' EACH SIDE OF JOINT AFTER FINAL COMPACTION OF ASPHALT CONCRETE SEALANT SHALL BE SANDED AS NECESSARY TO PREVENT TRAFFIC PICKUP. 7. PERMITTEE IS REQUIRED TO NOTIFY DEPT. OF PUBLIC WORKS, 888-5493, 24 HOURS PRIOR TO THE CLOSING OF ANY CITY OF BIGGS STREET. CITY OF BIG( STANDARD C BACKFILL & TRENCH 5/03 UPDATE NOTES & BEDDING DLS 101 RESTORATION I _ DAVID L SWARTZ, PIE DATE REVISIONS BY APPROVED VARIES PLANTER AREA OR DRIVEWAY A.C. AS RD 8' LOX Max, Z9 8' CURB �-� SLOPE-1/4'PER R FT. A8. . si 2. T 6.33% NgAS�£S2S AfRRALSB3 4' MIN 0 WON OF BROOM BOX COMPACTON 1' ADDITIONAL CONCRETE THICKNESS o O Q: SEE NOTE 7 VARIES PLANTER AREA OR DPoYEWAY AC. AS REQUIRED 8' 10% Mw- 2X Min. � �'- SLDPE-1/4' PER FT. A.B. -T Ile 4" MIN o G? o p .:� :•� ••X::;•i:: t:•::.:: O o 6 5. D/W APPROACH SHALL- BE POURED Oo poo BOX COYPACTON o o Q 18 6 � 5 SEE NOTE 7 NOTER 1, DISTANCE BETWEEN SCORE LiES NOT TO EXCEED 5' IN LONGITUDINAL at TRAVERSE DIRECTION IN SIDEWALK. 2. 1/4' TRANSVERSE EXPANSION JOINTS AT 2D' INTERVAL FOR SIDEWALK. & 1/4' TRANSVERSE DO'ANSION JOINTS AT BO' I11,117UPOL FOR CURB R GUTTER. 4. DIPANSION JOINTS IN SIDEWALK TO BE ADJACENT TO EXPANSION JOINTS IN CURB do GUTTEFL S CURB do GUTTER TO HAVE 1" SCORE AT 10' INTERVALS• 8. AREA BETWEEN SID 3MX AND PROPERTY UNE SKALL BE FILLED WITH CLEAN TOP SOL FREE OF DEBRIS. 7. PROVIDE 4' MN. CUL44 2 AGGREGATE BASE AT 95X COMPACTION OYER NATNE SOIL PROCCESSED TO 2X AB0'4E OPTIMUM MOISTURE CONTENT COMPACTED TO BOX RELATIVE DENSITY. SIDEWALKS CURB & GUTTER Re YCI n nq 1,,111b if QST -, Sr�Pa' 5' EEuiE X e Retaln7ng curb C rix '1 idIIT F If see sary crr _. c of sId-olk F edge -I 5`61 I Odle of sfdewclk. a.r 0• Sidewalk- - _I I Mlri--. 4 Tor, U'"M- A IG ( Mln 4 S FFl C(YlL 1111111's �- �See Ndt- See I 10 and 11 Y/. Mox Sitlewaik Note 7. �4. x.8.33' x IB.337. Front .Max o'e M.x /. \�s1C walk Ilii xII-� H�� see �16% We. _s w IDX Max '.CCSB D a c E __ '>c'Pi'emaer 7'. 2L1Gc tlexdl k. Pld AFPROv}L. 3r CB TN'emt ��+mdaW:v a .RAISED TRUNCATED DOME NOTES: 7, Bap nay a+cn dots Frnnr F ani eggs Note 7 1 • As e'ite cond•t•cna A tate, Casa d th "")h Case C cub r 'P+: moy be: -_edgenf n' sic.'<wa!k C "Sae Nbfes used for tonne•' insta la ides sfntl l.."ta the e sMb'n to Deta11 Ardnd ro T a,•E„ ditlewa'.k CASE C 1D. a'''d 11 Pe -a11 :B. Tn u f c b romps s d T, D tcil A Oa not have to be - the aline Co..A th ug1 . c wry amps also noy t+ used at li in IA I -} �_ d Klock I. nns, u, t cohd r s d mote. EAi _ .7 ( -107, kax 4 a, c'Nurb� -ol 5ee Notes at curb A A Q M �V 2 If Ci tante +' om curb to b _k f id wO.k is ton show 40 10 anal 11 sidewalk TTH L -zy u cc,madafa a o o e A p P!otfor (I -ding) as shown i Case :A,. 0 ..CASE A. SASE g I'•--f7dx-'1 �-I r; --.I SSa ewalk the s de`xolh may Oe depressed lonq `Ld nolly as in Cos or Cor 07 See roc. KIK Front edge r, may be wid-1 as in Coe C. Not T 5 bf, r!".1.Clk See IQ� of �^ \� Note.T� tCx Max 3. When ramp Is Idc ted n celter o urb rat rn, crosswalk 31 ,.. f of curb configuratibn must a sim,ior. •to that -snc f- Deter l L', m pl 8' Fran+ Sin1m)lk ) xl n x -"l yo _ Z^ Fi Sldewclk 7Yp- \\. edge or i4. As eitn c , a r, Ont; -dictate, tlw ro+airt'ny tura 81re and the Tlareu IO IF^^Pa No+es oex /Sae ,a Olayp \\, sidewalk, sftk+ of i'•a. Caap Greap shdlfbe constricted 1n revarsed Rosi+Soh„ see I � t IU and ri I N:. � Nate"7 a r�wyx R<talnln9 c �' E R : \\\ I1 tAcatnd cn a curbs, the sioea of Ine rar p bead not be portae!, 0 Nn -e > (( - - >E. o..o>.. a. IV'°`=\\ 1wr Lite m1n'mum width of +ne.. ram- matt ae 4'-0".. iii I{I x Max _- S Vh :a dr of a A 3B q ae3°' \ i �� Frain at curb `- \ �AA\ �aOZ Nax 'EEc�,a: ramp) Y�E`P - \ 6' cu o to mcorcrrwn nl cion vdry u•rtfprmly from a ttioximur of'" at \e I de."lk \\: �I r:I yituaino &, dewulk s cps eaj ace to +pp or of cure 4._0 M n.,_ - the :amp Pxrept In Cc,e t_ and Cass F. 03 �� \�` K.. +.._ '-.See Notes Rctoiningl ---C'Mln -`Sae Nates to '3.. The curb_r p sho!'i, be Buil Thea, as show, W't' a1'-O'r70e '-•I ���p � ran :D and it :wurb� and 11 ��. PLon+Ing edge of st;f g �v nq dni oj7;granvaa dpprAxirrtn tail 3/4" on cent er..See 10 Mcx 10% lA" ` wwa -, E y S d wrlk SE F 1I�'.'�.��. �A�A t a -. c iru rh '`�,,,,f;; �__�Ret<iin ng ,FAQ 8. Transitions from ramps and landing toWa ks, .9utrrr5 or stree+a i oo.. --- • - Tee Not'•. 4 � I Curb. Ip�lY1 � - aha 7 p•^: flush aha .f res of pb1up- cnpnges. -t-- L•I sides of (n 4��`ce ;ores 10 amp) i�Gr Ner 'Tao pr rain d9 Mcx mum slopes of`adjoin•nc gutters, the road aul'face immed•etely D -7 M n 1 e ramp ,\ C Min' \ adjacent to tire curb ramp a top alb o -cute sn,.11 of exceed q _p y 5 p rte n+ w n 4'-0 r rh top ant' bn+ om o rn cu h romp. v MTn `^ F•-T=Y-P. See Nota 9�\� r-. '( CASED 3/f�lAii�E Yr _ r� 2 1 p CJrb ramps +FAIT raVC a ooth CbIP F^ramp "Jrtc c that rxtPg 8.33:c Max the 1111 w dtn and 3'-O death of Elle ramp De+ec+aDle We Ing SECTION A -A 5 rtac_s anon onfarn tc '.ne d +ails ontn a p qn c d ha Yfi,ere x fi ee aid u tura r q re ants n if. Spar al Pro stons. i prov de � C stro gh+ c,rb y it he edge of the de+ectCbL' orntnq surfn^_ n O est the Street J GL+ier Re#a••i ng curb halt be be ween 6' a .7 8 �fr m the g tier fl I e. Z' �flawl me t nec_sscry \\ Toy ar'ram 42 Srdew Ik and ramp thickness, "T sM be 3/: m7n11rum '/. A _ n p 4 - 9' Mtn ,o EC? $, \ Rou•,ded ]:3, D111 •ty pull b Rs', man t.o les,Vn, lis rd o11 Ether U+I.7 (ry f ,I'tias c ``{ <p p _ \ -T - +•_--- "-'?� w tMln the p Lnder es of 4IC' rb ramo wi I b relocated o p` odluSted o grad ny the owner prix ha. or n c juncrion wit-, c - om Co' n 'rt••�--� 8.33% Max -2.% Max cub ramp const uc+ o A p oc° e /seP Note a SECTION B -B 14.for - f rstrpf It cbnaltlans romova and re ':arPme^ y 4� _ , O P t se snow pprpn ^`� v = $idaWalk fir' DBC rersCnt•Ye aidexcik as rfqu red Wfl be 01 ire CCn1rCC1 Or'a option, 4n aa3 oilw_rwi Se'SIWwn on P '� y} � qo praj ec- plans. � 0 toodin9 Cenrs rpYo 35' center smdc Eng :Si+Jewalk r� C,. Q k�"V. SCfi:� �-� /N - Sa- 1 - ?x me- �� RAISED TRUNCATED DOAE� PATTERN 1I.N_LINE; 41ntg. 199 WLere a "Tared _--C ppr xinafa ly �%"' s da obclra -id. ' crnV (Jed f --i w w DETECTABLE ee stn 10 SURFACE Nat s �F�CTION C- A -- ? -D" srra'ghP curb / as Note. t0 Crossw ik:f Lim't of pay r�yA . LJ.. L LJ l�. pEPARTMEN! DF TRANSPORTATION Crosswalk it rovtdcd DETAIL B - see Ro.lnd d^. -4 DNI„ .. a -f . Na+a ,4 T--._` --- -T D GROOVING DETAIL -CURB RAMP' DETAILS TYPICAL ONE-RApAP Z � T NO SCAN DETAIL :A CORNER INSTALLATION sae - RSP A88A DATED STPTE'M8ER 1, 2000 SUPER5EDEs STANDARD PLAN A33A TYPICAL Note v RETROFIT DETAIL - Se+ Nntes 1 and 3- CRIED M4v 1, 2006 - PACE tis OF THE STANDARD PLANS 8001[ TRIFID MAY: 2006. See Nnte I Existing curb and size."alk REVISED STANDARD PLAN RSP AeaA EXPANSION JOINT REQUIRED IF D/W ABUTS CONCRETE NEAT FORM UNE REQUIRED �, - SEE JOINTs10N /SI -1 SCK '%' • •• ' ��r�"'' '� Ur -W701-1_ - EXPANSION JOINT 4' MIN, �8 op � o o. - o» BACK OF CURB CONSTRUCTION JOINT DETAIL EXPANSION JOINT REQUIRED IF D/W ABUTS CONCRETE REQUIR D M UNE B l� SID iMich 1.2 A ACE e 6' MIN. - 4' MIN. A.B. o Q SEE NOTE 3 'o f� SEE NOTE 4-- 8' MIN. A.B. PARKWAYS LESS THAN 10' 8 TOP OF CURB DEEP SCORE JOINTS TO BE EVENLY SAW CUT EXIST. C & G SPACED W/MAX. INTERVAL OF 8' NOTES: BACK OF S/W 1. ALL CONCRETE REMOVALS SHALL BE 8' CURB r ?A Ncx TO NEAT SAW CUT LINES. si 2. 90• RELATIVE COMPACTION REQUIRED 6.33% NgAS�£S2S AfRRALSB3 B' ON SUIONAL . WON OF BROOM 3. 1' ADDITIONAL CONCRETE THICKNESS 'AkA {TS,SK R a Q: MAY BE SUBSTITUTED FOR THE REQUIRED CURB OPENING L+2X 5ee 4' OF CLASS 2 A.B. '.CCSB D a c E __ '>c'Pi'emaer 7'. 2L1Gc tlexdl k. Pld AFPROv}L. 3r CB TN'emt ��+mdaW:v a .RAISED TRUNCATED DOME NOTES: 7, Bap nay a+cn dots Frnnr F ani eggs Note 7 1 • As e'ite cond•t•cna A tate, Casa d th "")h Case C cub r 'P+: moy be: -_edgenf n' sic.'<wa!k C "Sae Nbfes used for tonne•' insta la ides sfntl l.."ta the e sMb'n to Deta11 Ardnd ro T a,•E„ ditlewa'.k CASE C 1D. a'''d 11 Pe -a11 :B. Tn u f c b romps s d T, D tcil A Oa not have to be - the aline Co..A th ug1 . c wry amps also noy t+ used at li in IA I -} �_ d Klock I. nns, u, t cohd r s d mote. EAi _ .7 ( -107, kax 4 a, c'Nurb� -ol 5ee Notes at curb A A Q M �V 2 If Ci tante +' om curb to b _k f id wO.k is ton show 40 10 anal 11 sidewalk TTH L -zy u cc,madafa a o o e A p P!otfor (I -ding) as shown i Case :A,. 0 ..CASE A. SASE g I'•--f7dx-'1 �-I r; --.I SSa ewalk the s de`xolh may Oe depressed lonq `Ld nolly as in Cos or Cor 07 See roc. KIK Front edge r, may be wid-1 as in Coe C. Not T 5 bf, r!".1.Clk See IQ� of �^ \� Note.T� tCx Max 3. When ramp Is Idc ted n celter o urb rat rn, crosswalk 31 ,.. f of curb configuratibn must a sim,ior. •to that -snc f- Deter l L', m pl 8' Fran+ Sin1m)lk ) xl n x -"l yo _ Z^ Fi Sldewclk 7Yp- \\. edge or i4. As eitn c , a r, Ont; -dictate, tlw ro+airt'ny tura 81re and the Tlareu IO IF^^Pa No+es oex /Sae ,a Olayp \\, sidewalk, sftk+ of i'•a. Caap Greap shdlfbe constricted 1n revarsed Rosi+Soh„ see I � t IU and ri I N:. � Nate"7 a r�wyx R<talnln9 c �' E R : \\\ I1 tAcatnd cn a curbs, the sioea of Ine rar p bead not be portae!, 0 Nn -e > (( - - >E. o..o>.. a. IV'°`=\\ 1wr Lite m1n'mum width of +ne.. ram- matt ae 4'-0".. iii I{I x Max _- S Vh :a dr of a A 3B q ae3°' \ i �� Frain at curb `- \ �AA\ �aOZ Nax 'EEc�,a: ramp) Y�E`P - \ 6' cu o to mcorcrrwn nl cion vdry u•rtfprmly from a ttioximur of'" at \e I de."lk \\: �I r:I yituaino &, dewulk s cps eaj ace to +pp or of cure 4._0 M n.,_ - the :amp Pxrept In Cc,e t_ and Cass F. 03 �� \�` K.. +.._ '-.See Notes Rctoiningl ---C'Mln -`Sae Nates to '3.. The curb_r p sho!'i, be Buil Thea, as show, W't' a1'-O'r70e '-•I ���p � ran :D and it :wurb� and 11 ��. PLon+Ing edge of st;f g �v nq dni oj7;granvaa dpprAxirrtn tail 3/4" on cent er..See 10 Mcx 10% lA" ` wwa -, E y S d wrlk SE F 1I�'.'�.��. �A�A t a -. c iru rh '`�,,,,f;; �__�Ret<iin ng ,FAQ 8. Transitions from ramps and landing toWa ks, .9utrrr5 or stree+a i oo.. --- • - Tee Not'•. 4 � I Curb. Ip�lY1 � - aha 7 p•^: flush aha .f res of pb1up- cnpnges. -t-- L•I sides of (n 4��`ce ;ores 10 amp) i�Gr Ner 'Tao pr rain d9 Mcx mum slopes of`adjoin•nc gutters, the road aul'face immed•etely D -7 M n 1 e ramp ,\ C Min' \ adjacent to tire curb ramp a top alb o -cute sn,.11 of exceed q _p y 5 p rte n+ w n 4'-0 r rh top ant' bn+ om o rn cu h romp. v MTn `^ F•-T=Y-P. See Nota 9�\� r-. '( CASED 3/f�lAii�E Yr _ r� 2 1 p CJrb ramps +FAIT raVC a ooth CbIP F^ramp "Jrtc c that rxtPg 8.33:c Max the 1111 w dtn and 3'-O death of Elle ramp De+ec+aDle We Ing SECTION A -A 5 rtac_s anon onfarn tc '.ne d +ails ontn a p qn c d ha Yfi,ere x fi ee aid u tura r q re ants n if. Spar al Pro stons. i prov de � C stro gh+ c,rb y it he edge of the de+ectCbL' orntnq surfn^_ n O est the Street J GL+ier Re#a••i ng curb halt be be ween 6' a .7 8 �fr m the g tier fl I e. Z' �flawl me t nec_sscry \\ Toy ar'ram 42 Srdew Ik and ramp thickness, "T sM be 3/: m7n11rum '/. A _ n p 4 - 9' Mtn ,o EC? $, \ Rou•,ded ]:3, D111 •ty pull b Rs', man t.o les,Vn, lis rd o11 Ether U+I.7 (ry f ,I'tias c ``{ <p p _ \ -T - +•_--- "-'?� w tMln the p Lnder es of 4IC' rb ramo wi I b relocated o p` odluSted o grad ny the owner prix ha. or n c juncrion wit-, c - om Co' n 'rt••�--� 8.33% Max -2.% Max cub ramp const uc+ o A p oc° e /seP Note a SECTION B -B 14.for - f rstrpf It cbnaltlans romova and re ':arPme^ y 4� _ , O P t se snow pprpn ^`� v = $idaWalk fir' DBC rersCnt•Ye aidexcik as rfqu red Wfl be 01 ire CCn1rCC1 Or'a option, 4n aa3 oilw_rwi Se'SIWwn on P '� y} � qo praj ec- plans. � 0 toodin9 Cenrs rpYo 35' center smdc Eng :Si+Jewalk r� C,. Q k�"V. SCfi:� �-� /N - Sa- 1 - ?x me- �� RAISED TRUNCATED DOAE� PATTERN 1I.N_LINE; 41ntg. 199 WLere a "Tared _--C ppr xinafa ly �%"' s da obclra -id. ' crnV (Jed f --i w w DETECTABLE ee stn 10 SURFACE Nat s �F�CTION C- A -- ? -D" srra'ghP curb / as Note. t0 Crossw ik:f Lim't of pay r�yA . LJ.. L LJ l�. pEPARTMEN! DF TRANSPORTATION Crosswalk it rovtdcd DETAIL B - see Ro.lnd d^. -4 DNI„ .. a -f . Na+a ,4 T--._` --- -T D GROOVING DETAIL -CURB RAMP' DETAILS TYPICAL ONE-RApAP Z � T NO SCAN DETAIL :A CORNER INSTALLATION sae - RSP A88A DATED STPTE'M8ER 1, 2000 SUPER5EDEs STANDARD PLAN A33A TYPICAL Note v RETROFIT DETAIL - Se+ Nntes 1 and 3- CRIED M4v 1, 2006 - PACE tis OF THE STANDARD PLANS 8001[ TRIFID MAY: 2006. See Nnte I Existing curb and size."alk REVISED STANDARD PLAN RSP AeaA EXPANSION JOINT REQUIRED IF D/W ABUTS CONCRETE NEAT FORM UNE REQUIRED �, - SEE JOINTs10N /SI -1 SCK '%' • •• ' ��r�"'' '� Ur -W701-1_ - EXPANSION JOINT 4' MIN, �8 op � o o. - o» BACK OF CURB CONSTRUCTION JOINT DETAIL EXPANSION JOINT REQUIRED IF D/W ABUTS CONCRETE REQUIR D M UNE B l� SID iMich 1.2 A ACE e 6' MIN. - 4' MIN. A.B. o Q SEE NOTE 3 'o f� SEE NOTE 4-- 8' MIN. A.B. PARKWAYS LESS THAN 10' 8 TOP OF CURB DEEP SCORE JOINTS TO BE EVENLY SAW CUT EXIST. C & G SPACED W/MAX. INTERVAL OF 8' NOTES: BACK OF S/W 1. ALL CONCRETE REMOVALS SHALL BE 8' CURB 8' CURB TO NEAT SAW CUT LINES. FLOW LINE 2. 90• RELATIVE COMPACTION REQUIRED 4' B' ON SUIONAL . WON OF BROOM 3. 1' ADDITIONAL CONCRETE THICKNESS X I X MIN. L MAX. L Q: MAY BE SUBSTITUTED FOR THE REQUIRED CURB OPENING L+2X 2 4' OF CLASS 2 A.B. o 4. ALL DRIVEWAYS SHALL HAVE 2 NO. 4 4 2 REBARS 12'O.C. IN THE CUTTER AND 6"x6' 10 10" GA, WIRE MESH THROUGHOUT THE APPROACH. 6 5. D/W APPROACH SHALL- BE POURED 12' 18 SEPARATELY WITH CURB UNLESS OTHERWISE 5 TYPE OF FITTING APPROVED BY THE ENGR. NEW CONCRETE DRIVEWAY AREAS 6. ON SITE GRADING MAY BE REQUIRED 8" 3500 PSI CONCRETE W/ $3 REBAR LOCATED 24' O.C. N 01 TO ELIMINATE EXCESSIVE GRADE CHANGE W�DO 1 (� AND TO MAINTAIN SUITABLE DRAINAGE PLACE IN TOP 1/3 OF SLAB. OVER 6" CL 2 A.B. OVER 12" 7. MAXIMUM CURB OPENING MAY BE NATIVE COMPACTED TO 95% P.D. 5EE THE INCREASED DUE TO SPECIAL oHu GEOTECHNICAL REPORT BY WALLACE <UHL d CLn ON APPROVAL OF CITY ENGINEER. EER. 4" 2 2 A550CiATE5 INC. DATED JULY 21. 2011 HEAVY DUTY DRIVEWAY (FOR COMMERCIAL, INDUSTRIAL, & R-3 FACE OF CURB A.0 1/4"R �� r 1/4" / � LIP OF �Q FLOW LIME GUTTER • e 4 e a 1 ROLLED CURB. & 10" . ..�. •. �„ � _ . .." �, P GUTTER SECTION e ° 6 9 R , I I 1Yj» ------12"---�- 1' $ATTER-#-1 - b 1 23" 1/4-R FACE' OF CURB A.0 FLOW LiNE 1/4" LIP OF 1',cR • GUTTER a 1/2"R VERTICAL CURB & GUTTER SECTION e • E 1 1�„ 1" BATTER - FACE ( -•- 6" 11 •• LIP OF 1/4"R FACE OF GUTTER �• CURB B FLOW LINE A.C. -SEE 1,^R. NOTE 1 (TYP.) 1/2"R _ S-1/4"/FT. MEDIAN CURB & 12" ;p SEE NOTE 3 GUTTER SECTION " -� ;--- _ � ' "R � I 6 a 3/4" NOTES: SIE NOTE 5 1` BAITER ---I �-- 1. A.C. PAVING .ADJACENT TO ALL GUTTERS' SHALL BE 1 /4" ABOVE THE LIP OF GUTTER. 2. INSTALL 1/4 WADE EXPANSION JOINTS AT 48' MAX. INTERVALS AND 1/8" SCORED CONTROL JOINTS AT 12' MAX. INTERVALS ON ALL CURBS AND GUTTERS. 3. THE DIRECTION OF FALL OF MEDIAN GUTTER CROSS -SLOPES 'SHALL BE THE SAME AS THE ADJACENT STREET. 4. SEE STANDARD S-3 FOR DETAIL OF INSTALLATION OF GUTTER ADJACENT TO EXISTING A.C. 5. INSTALL MEDIAN CURB WITHOUT THE GUTTER, UNLESS SPECIFICALLY SHOWN ON iMPROVEMENT PLANS. 6. PLACE AGGREGATE 'BASE UNDER CURB AND GUTTER TO DEPTH OF STRUCTURAL SECTION WITH 2" MINIMUM, THICKNESS. gig STANDARD FLAN NO. P.C.C. CURB AND GUTTER S-2 SHEET 1 OF I R/W Q STREET ^� PLACE 2"x4"x4' REDWOOD iJI ST AKE, PAINTED WHiTE, OVER PLUGGED END, MARKED "S' W/ DEPTH. PLACE' 18' DIA. #12 WIRE CIRCLE AT SEWER LATERAL ENDS. PLUG AT R/W (EASILY REMOVABLE) PLACE SERVICE LINE AGAINST UNDISTURBED EARTH IN KEYWAY EXCAVATED IN TRENCH WALL A MIN. OF SERVICE O.D. 1/8 BEND TAPPING SADDLE (CONNECTED TO PIPE W/STAINLESS STEEL STRAP) SANITARY SEWER SERVICE & CONNECTION r tO MIN. MIN. SLOPE 1/4' PER FOOT TYPE OF FITTING X LENGTH 45' BEND PARKWAY WIDTH 8' CURB 8' CURB Z10' 3' S' < 10' 4' B' R/W Q STREET ^� PLACE 2"x4"x4' REDWOOD iJI ST AKE, PAINTED WHiTE, OVER PLUGGED END, MARKED "S' W/ DEPTH. PLACE' 18' DIA. #12 WIRE CIRCLE AT SEWER LATERAL ENDS. PLUG AT R/W (EASILY REMOVABLE) PLACE SERVICE LINE AGAINST UNDISTURBED EARTH IN KEYWAY EXCAVATED IN TRENCH WALL A MIN. OF SERVICE O.D. 1/8 BEND TAPPING SADDLE (CONNECTED TO PIPE W/STAINLESS STEEL STRAP) SANITARY SEWER SERVICE & CONNECTION r tO MIN. MIN. SLOPE 1/4' PER FOOT TYPE OF FITTING 90 BEND 45' BEND 11 1/7 OR 22 1/7 BEND �_ � 1111 - P.S.I. IN SOIL WiTH 2,000 P.S.F. BEARING CAPACITY. INSTALLATIONS IIII= 119�111� ••• ADJUST AREAS ACCORDINGLY, SUBJECT TO APPROVAL OF ENGINEER. 3. 4" 2 1 1 Q: e' 4 2 7 o e" 7 4 2 w N 10" 12 6 3 12' 18 10 5 TYPE OF FITTING TEE OR DEAD END TEE WiTH PLUG i N 01 O W�DO 1 (� O I CPO L! C INN Nil Im CLn w a 4" 2 2 e` 3 4 E is U 'L 7 O Id � 4" LL CU UD�, LU 10' 8 12 12' 12 16 i .�-7 REQUIRED BEARING - TOTAL SQUARE FEET NOTES: 1. THRUST BLOCKS TO BE CONSTRUCTED OF CLASS 'B' CONCRETE,- ONCRETE 2. 2. AREAS GIVEN ARE FOR CLASS 150 PIPE AT TEST PRESSURE OF 150 P.S.I. IN SOIL WiTH 2,000 P.S.F. BEARING CAPACITY. INSTALLATIONS USING DIFFERENT PIPE, TEST PRESSURES. AND/OR SOIL TYPES SHOULD UJ ADJUST AREAS ACCORDINGLY, SUBJECT TO APPROVAL OF ENGINEER. 3. BLOCKS TO BE POURED AGAINST UNDISTURBED SOIL 4. JOINTS TO BE KEPT CLEAR OF CONCRETE 5. BLOCKS TO BE IN PLACE 7 (SEVEN) DAYS BEFORE TESTING. 6. ALL PLUGS SHALL BE SECURED WITH THRUST BLOCKS. 7. SEE STANDARD DETAE 304 FOR CROSS THRUST BLOCK. THRUST BLOCKS I Imlill I I I R/W V MIN - 2' MAX MARK 'S' IN BACK OF SIDEWALK OVER SERVICE LATERAL--------,,­­ 3'-0" ATERAL --�^-� 3' -OI MIN. - • �III�II SII LONG RADIUS BEND (TYP) UNDUMUBED EARTH Y FI TiNC OR TEE (NEW MAIN) OR TAPPING SADDLE FITTING (CONNECTION INTO EXISTING MAIN SEE DETAIL BELOW) FLOW 4' MIN. SERVICE LATERAL I NOTES: I. SERVICES SHALL HAVE SAME BEDDING AND BACKFILL AS MAIN SEWER. (SEE STANDARD DETAIL %501) 2. ANY REPAIRS DONE TO SERVICES OR MAINS SHALL HAVE COMPRESSION COUPLINGS WITH STAINLESS STEEL SHEAR RINGS T NO COLLAR LE (GR PIP CiTY APPROV UIRED P CON N) ^� GR WAR PIP 1n-R7a C co UJ iW Ln % Ln U rn - 00 cs, i N 01 O W�DO 1 (� O I CPO L! C CLn ((((''�� O •� M O E is U 'L N O Id � 4" LL CU UD�, LU c=�oc N U O Z M O In i .�-7 00 O M N W v� o ,0 J O O > Im Li WoM JCM I 3/15/12 3 of 4 1 GENERAL NOTES I. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE, AND SHALL BE RESPONSIBLE FOR CONDITIONS OF ALL WORK AND MATERIALS, INCLUDING THOSE FURNISHED BY SUB -CONTRACTORS. HE WILL IMMEDIATELY NOTIFY THE ENGINEER AND THE OWNER OF ANY DISCREPANCIES. 2. ALL MATERIALS AND WORKMANSHIP SHALL BE PERFORMED IN ACCORDANCE WITH CALTRANS STANDARD CONSTRUCTION SPECIFICATIONS, CURRENT VERSION AND CITYOF BIGGS STANDARDS, MUNICIPAL CODES AND THEIR REFERENCES AND TO THE APPLICABLE PROVISIONS OF THE CURRENT EDITION OF THE CALIFORNIA BUILDING CODE. 3. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES ON THISSHEET. 4, THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS AS REQUIRED. 5. FOR CONSTRUCTION STAKING CALL ROBERTSON ERICKSON, CIVIL ENGINEERS AND SURVEYORS. CALL ROBERTSON ERICKSON 48 HOURS PRIOR TO THE START OF CONSTRUCTION AND IN ADVANCE OF REQUIREMENTS FOR CONSTRUCTION STAKING ON 894-3500. THE CONTRACTOR lS RESPONSIBLE FOR PAYING FOR STAKING. 6. NOTE REGARDING EARTHWORK: THISSITE WAS DESIGNED TO CONFORM TO EXISTING CONDITIONS. ROBERTSON ERICKSON DOES NOT WARRANT OR GUARANTEE A BALANCED SITE. FACTORS AFFECTING A SITE BALANCE INCLUDE SOILS FACTOR (VOLUME CHANGE), TYPE AND EXTENT OF UTILITY TRENCHES, SUBGRADE DEPTHS, PAD GRADING, AND LANDSCAPE TREATMENTS. THE CONTRACTOR SHOULD MAKE HIS OWN ESTIMATES OF EARTH -WORK QUANTITIES AND RELY ON THEM, THE CONTRACTOR SHOULD ALSO MAKE PROVISIONS FOR AN IMBALANCE BY IDENTIFYING ON-SITE OR OFF-SITE DISPOSAL OR EXTRACTION SiTES, AND BY PROVIDING REASONABLE CONTINGENCIES FOR PAYING FOR SUCH WORK. 7. ALL MATERIALS SPECIFIED ON THESE PLANS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. 6. ROBERTSON ERICKSON, INC. WILL NOT PROVIDE ELECTRONIC FiLES OR VERTICAL AND HORIZONTAL CONTROL POINTS TO BE USED IN PREPARATION OF "STAKING MODELS" OR FOR USE IN "GP5 CONSTRUCTION STAKING" ACTIVITIES TO ANY INDIVIDUAL OR COMPANY WHO lS NOT LICENSED IN THE STATE OF CALIFORNIA TO PRACTICE CiVIL ENGINEERING AND/OR PROFESSIONAL LAND SURVEYING. SITE CLEARING I. REMOVE SURFACE DEBRIS. 2. DEMOLISH AND REMOVE CONCRETE, PAVING, AND ETC. iN CONSTRUCTION AREA. 3. CLEAR NEW CONSTRUCTION AREA OF PLANT LiFE AND GRASS. 4. CONFORM TO APPLICABLE CODE FOR DISPOSAL OF DEBRIS. 5. COORDINATE CLEARING WORK WiTH UTILITY COMPANIES. PROTECTION I. PROTECT BENCH MARKS, EXISTING STRUCTURES, FENCES, ROADS, SIDEWALKS, PAVING, AND CURBS. 2. PROTECT ABOVE OR BELOW GRADE UTILITIES WHICH ARE TO REMAIN. 3. PROTECT ALL LANDSCAPING AND TREES THAT ARE TO REMAIN. PREPARATION 1, IDENTIFY KNOWN BELOW GRADE UTILITIES. POTHOLE TO VERIFY EXISTING UTILITY LOCATIONS AND DEPTHS. CALL UNDERGROUND SERVICES ALERT (U.S.A.) 48 HOURS BEFORE EXCAVATION. STAKE AND FLAG LOCATIONS. ROBERTSON ERICKSON WILL NOT ACCEPT RESPONSIBILITY FOR THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES. 2. IDENTIFY AND FLAG ALL UTILITIES, 3. MAINTAIN AND PROTECT EXISTING UTILITIES REMAINING WHiCH PASS THROUGH WORK AREA. 4. UPON DISCOVERY OF UNKNOWN UTILITIES OR CONCEALED CONDITIONS, DISCONTINUE AFFECTED WORK; NOTIFY ENGINEER. PAVEMENT SECTIONS 1. ASPHALT CONCRETE SHALL BE TYPE A (1/2"MAX) WiTH FOG SEAL OVER CLASS 2 AGGREGATE BASE WiTH PRIME COAT. ENGINEERED FiLL/NATIVE SHALL BE COMPACTED TO 95% RELATIVE DENSITY. BASED ON THE GEOTECHNICAL REPORTS BY WALLACE KUHL $ ASSOCIATES INC. DATED JULY 21, 2011. SEE THE SAME REPORT FOR INSTALLATION RECOMMENDATIONS. REFER TO DETAIL ON SHEET C6 FOR LOCATIONS. CONCRETE SECTIONS I. PORTLAND CEMENT CONCRETE SHALL BE AS SHOWN ON THE GEOTECHNICAL REPORTS BY WALLACE KUHL 4 ASSOCIATES INC. DATED JULY 21, 2011. SEE THE SAME REPORT FOR INSTALLATION RECOMMENDATIONS. REFER TO SHEET C5 FOR LOCATIONS. SANITARY SEWER SYSTEM 1. SANITARY SEWER PiPE SHALL BE PVC SDR -35, RATED FOR H2O LOADING AS DETERMINED BY THE DEPARTMENT OF TRANSPORTATION (D.O.T.) 2. MANHOLES SHALL RATED FOR H-20 LOADING AS DETERMINED BY THE D.O.T. STORM DRAiN SYSTEM 1. STORM DRAIN PiPES SHALL BE CLASS 4 RCP OR AN APPROVED EQUIVALENT. PIPES SHALL BE RATED FOR H-20 LOADING AS DETERMINED BY THE DEPARTMENT OF TRANSPORTATION (D.O.T.). 2. AREA DRAINS 4 DRAiN INLETS SHALL BE COOK CONCRETE PRODUCTS OR AN APPROVED EQUIVALENT, AND RATED FOR H-20 LOADING AS DETERMINED BY THE D.O.T. WATER MAIN SYSTEM NOTES: I. DOMESTIC WATER MAINS SHALL BE POLYVINYL CHLORIDE PIPE (PVC) AWWA C-900 CLASS 150 FiRE WATER MAiNS SHALL BE POLYVINYL CHLORIDE PIPE (PVC) C-900 CLASS 200 2. MATERIALS A. POLYVINYL CHLORIDE PIPE (PVC) SHALL BE OF TYPE IN ACCORDANCE WITH AWWA C900 STANDARDS. B. DUCTILE IRON PiPE AND FITTINGS (D.I.) SHALL BE OF TYPE IN ACCORDANCE WITH AWWA CI51. 4" AND SMALLER SHALL BE CLASS 51. 6'I AND LARGER SHALL BE CLASS 50. PIPE AND FITTINGS SHALL BE FLANGED AND FLANGE GASKETS SHALL BE A 1/8" THiCK RED RUBBER RING SUITABLE FOR USE WiTH POTABLE WATER SYSTEMS. 3. IN AREAS WHERE THE WATER MAiNS INTERSECT OTHER SERVICES, THE WATER MAiNS SHALL BE INSTALLED 50 THAT THE WATER MAINS CROSS ABOVE THE OTHER SERVICES. WHERE THE INTERSECTION OF THE WATER MAiNS AND OTHER SERVICES CONFLICT, GRAVITY SYSTEMS SHALL HAVE CONTROL OVER PRESSURE SYSTEMS. 4. STANDARD MINIMUM COVER 15 36". 1F MiNiMUM COVER CAN NOT BE PROVIDED COVER AS SHOWN ON DETAIL 4 SHEET C5. CONTACT ENGINEER PRIOR TO BACK FILL. 5. ALL WATER MAIN LENGTHS ARE APPROXIMATE AND THE CONTRACTOR HAS THE RESPONSIBILITY TO VERIFY THE EXACT LENGTH OF ALL WATER MAINS AND THE LOCATIONS OF FITTINGS. 6. CONTRACTOR TO FURNISH ALL TEES, VALVES, ELBOWS, MECHANICAL JOINT RESTRAINTS It THRUST BLOCKS AS NECESSARY TO INSTALL THE WATER -t FIRE SERVICE MAIN. 7. MECHANICAL JOINT RESTRAINTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS 4 SPECIFICATIONS BY EBBA IRON iNC. OR APPROVED EQUAL. AiR QUALITY NOTES: A. WATER ALL ACTIVE CONSTRUCTION AREAS AT LEAST TWiCE DAILY. THE FREQUENCY SHOULD BE BE BASED ON THE TYPE OF OPERATION, SOIL CONDITIONS, AND WIND EXPOSURE. B. IF NECESSARY, APPLY CHEMICAL SOIL STABILIZERS TO INACTIVE CONSTRUCTION AREAS (DISTURBED AREAS THAT ARE UNUSED FOR AT LEAST FOUR CONSECUTIVE DAYS) TO CONTROL DUST EMISSIONS. DUST EMISSIONS SHOULD BE CONTROLLED AT THE SITE FOR BOTH ACTIVE AND INACTIVE CONSTRUCTION AREAS THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD, INCLUDING HOLIDAYS. C. LiMIT VEHICLE SPEEDS TO 15 MPH ON UNPAVED ROADS, D. SUSPEND LAND CLEARING, GRADING, EARTH MOVING, OR EXCAVATION ACTIVITIES WHEN WIND SPEEDS EXCEED 20 MPH. E. IF APPLICABLE, APPLY NON-TOXIC BiNDERS (E.G. LATEX ACRYLIC COPOLYMER) TO EXPOSED AREAS AFTER CUT AND FILL OPERATION AND HYDROSEED THE AREA F. PLANT VEGETATIVE GROUND COVER IN DISTURBED AREAS AS SOON AS POSSIBLE. G. COVER INACTIVE STORAGE AREAS, H. PROJECT APPLICANT SHALL CONSULT WiTH THE BUTTE COUNTY AIR QUALITY MANAGEMENT DISTRICT ABOUT THE APPLICATION OF A PAVED (OR DUST PALLIATIVE TREATED) APRON ONTO THE PROJECT SiTE. I. SWEEP OR WASH PAVED STREETS ADJACENT TO THE SITE WHERE VISIBLE SILT OR MUD DEPOSITS HAVE ACCUMULATED DUE TO CONSTRUCTION ACTIVITIES. J. POST A PUBLICLY ViSIBLE SIGN AT THE CONSTRUCTION SITE WiTH THE NAME AND TELEPHONE NUMBER OF THE PERSON TO CONTACT REGARDING DUST COMPLAINTS. THIS PERSON SHALL RESPOND AND TAKE CORRECTIVE ACTION WITHIN 24 HOURS. THE TELEPHONE NUMBER OF THE BCAQMD SHALL ALSO BE ViSIBLE TO ENSURE COMPLIANCE WITH BCAQMD RULES 201 AND 207 (NUISANCE AND FUGITIVE DUST EMISSIONS). K. PRIOR TO FINAL OCCUPANCY, THE APPLICANT SHALL DEMONSTRATE THAT ALL GROUND SURFACES ARE TREATED SUFFICIENTLY TO MINIMIZE FUGITIVE DUST EMISSIONS. FUGITIVE DUST EMISSIONS ARE CONSIDERED DUST CLOUDS CAUSED BY WIND, TRAFFIC, OR OTHER DISTURBANCES TO EXPOSED GROUND SURFACES. STORM WATER POLLUTION PLAN: A. REFER TO THE STORM WATER POLLUTION PLAN FOR THiS 51TE. WDIDO 5R04C361583 B. DOCUMENTS KEPT ONSITE AT THE SUNWEST MILLING OFFICES OR JOB TRAILER. I'II I I I'il \1 Will\I 1 -in oPl e% Tr"r C U) Batter olsr mux*Y R -E ro7111,r,�cr '"EE Face angle "b" Face angle (See Anchor Detail B on Std Plan D74C) (See Anchor Detail B on Std Plan D74C) Far curb bat+ r and a For curb batter .-i curb height Table B curb height Be.Table B REG[STERLD CIVIL LNGINEEi - see Trash rack +a Better Va t+ f lawl1ne ce re5s ion Gl Ile be used at pump _ r g" p _yte May 2DO6 _ - 0.lMax n moulder loce+ion PL} s Apl+govK oaTE installations only ' B C34 a7 Vor g S Y y. xr m.. d • siA3a-o1 utter t mar can :.°rmwn. ate.. W fl oxline depression I � ��... �sadw^d�'. ap..x .s•. py.+"+qw �R,o•a 1 ') �•�, Ln w -Ji I To 9ebfh Ca'rters .'el slh.9ob mlx//wnd¢ngv B � B W 0) 0) 1 1t) NOTES' _ � "H" Is the differencein elevation between the outlet 'vl d'IT. 00 I pipe flw i Inv. and thenormal gutter grade line ural'ng CIO line .e " `2. For 'T" wall thickness, see Table Abelow. wren usetl 3. 'Nall reinforcing not required when H" is B'-0" or less and SECTION B-8 with curb PLAN I ' 0) 00 T 4-9• T� the unsupported width or length1s T'-0' or less. r i,Walls exceeding these limits shall be reinforced with15/E x 35j6 Keys w, u4 @ IB"t centers placed l%' clear to -1-of box TYPE GO SECTION A -A Ln I 0)o u unless otherwise shown. U 4. Isle+ bottom reinfore ing not repuired. See Standard Plan O 1) 74C for .1ternetive reinforced bottom. L4"x 3" x /' q ps - quired here ll' s less Than 2'-6" S. Sow e1 L2'/2" z 2'/j'x 1/" Where ,i" is V-15" or oil steps with !p �Ln ` est run l' -C" the filo g or and highest rung 1, 2' not. more than 6 below to of inlet. The -- I' el d alone between steps shall not exceed 1'-0" and I'I Lings -� -! hall be uniform throughout the length Of the wail. W Place E X V steps in the wal without an opening. Step Ci 1 Inset+s he Z NN �� L3� x 3" I may subs+i+u+ed far +ne bar s+ape. Step s / Min. 0 ®2" \ /z" x /1"x 3'-4/2" o� 0 Inserts shall comply with State Industrial Safety 'oL3'/z" x 3" x /4" os required Q _ im) r�0 v U I- I I requirements. See Standard Plan D74C for step details. o 3./ x �" TRASH RACK p O 0 M .l`P e Bar 6. When shown on the project plans, ploce d 46 plain (For o Ln IIn t use with pump frotallat;on) round protection bet norirentolly acro.. the length of the 4" x 7" Lx /." ( 00° opening and bend back 4":into the inlet wall on each side. v T. Pipes) can be placed In any wall. 00u It„ 6. Curb section sholl match adjacent curb. i/ TABLE A - 9. Basin floors shall hovewoad trowel finish and shall r CONCRETE CUANTITIES slope toward the outlet pipe as shown. 0 Holes required H=3' C' TO 6' 0" T=6" H-0'-1" 10. Gdlvun'2ing - See Standard SPeci fications or Special n TO 20' C' T=8" antywith flash rock AO^ITIONAL ADDITIONAL Provisions. !� Z 0 GRATE FRAME FOR TYPE GCO ?NLET TYPE H=3' -O" Pcc PCE +1. See Staadord Plan D77A and 077D for grate and Ln Ln .PER PER frame details end weights of mise Ilcnems iron and CY CY CY CY Steel. V U GO 1.24 0.245 3.39 0.346 12. See Standard Plan 078A for giS++er 'depression details. 4N CDO i.62 C.322 4.36 0.446 13. Full penetrc+len butt welds may be substituted for I Table based on 8" floor slob no deductithe fillet welds on all anchor.. ..Dike or curb on 14.n Scoring bine ! for pips openings, and .curb type giving highest Stodard square, hexagon,. round or equivalent headed when used quonti+y of concrete.. No ded.la+ions or anthers eciy be substituted for the right angle hooks with curb ---- '�' the anchore shown on this plea. -_-- ctljus+meats are +o bre made +a these gaantitics bedauSe of pipe openings, different floor 15. C st In-place or precost alternative Is Op1'Onal with alternatives or different curt) t contractor. See Standard S cifi Clans. `7- yP@• pe Crate 1 _ Type 24 I, 16-1 st. lace ale to beef around all ' P p pe^/stubs ec a A Intersec Ing the Inlet and concrete poured in on @ cont ipuous A 4 R Precast ehail have .mor+ored pipe tonna+ions opnfo te/ min te data ilse+a J TABLE B Type GCP composii Plan D75B95ee Stondara Specifications for master Ton. Anchors - CURB CURB CURB "d" "b" (Paas angle) TYPE BATTER. DIMAL E __ ! 1,11 16 NCRFIG HEIGHT NSION DIMENSION IAl -6 6,.: 1%• 7i/1". 6i/i, IIS T 4'-9" TI Al -6 6" STATE 0= CALIFORNIA '''"'111111 j DEPARTMENT OF. TRANSPORTATION ! Al -6 6" 4' S" 4 PLAN ! Type A Dike F" 3" 6" 5" DRAINAGE INLETS . TYPEGDO NO SCALE -- --- -- - D 7 4B__1 -in oPl e% Tr"r C U) � 0� W Ln w � W 0) 0) � _ � � 00 I CIO 0) 00 0 w, 0 Ln I 0)o u U C C:6o� �Ln E E X V LU NN o� 0 Z� ro _ im) r�0 v U 0 _ 2 o Ln IIn t ( 00° m °' z 00u o U0 00 -0 ...I1 0 0 > Ln Ln (c U C\2 � a w � W � � W � � CIO www C:6o� o� � o i 5/12 4 of 4 7 �I X �I 9 x X 1� mx w 0, �Q _z C) co � � N ' "r .» oggT v� m$ z zw IULI I NEW DIAGONAL PARbNG STRIPING - PROPOSED STREET TREES AND LANDSCAPING TO MATCH DWNG— srrE Hary GENERAL NOTES I SEE CML PLANS FOR DESIGN AND LOCATION OF NEW AC PAVING AND CONCRETE 2 SEE ELECTRICAL PLANS FOR SITE LIGHTING AND EXTERIOR BUILDING LIGHTING, AND PROPOSED ELECTRICAL POWER SWITCHGEAR LOCATION AND UNDERGROUND CONNECTION POINTS. 3. ALL WORK SHALL COMPLY WITH THE CITY OF BIGGS SITE PLAN REVIEW #2011-03 AND CONDITIONS OF PROJECT APPROVAL DOCUMENT DATED AUGUST 24th, 2011. PEMIt 8 _ 1 � PROPOSED BUILDING FOOTPRINT NEW AC. PAVING - SEE CML DWGS NEW 6° THK. CONCRETE PAVING - SEE CML DWGS. o e In Copyright © 2012 M Ideas, dselgie, ananpTerb and plana Heated or represented by ftdrawhp ere awned by, and the property of, N04OLS, MRBURG end ROSSETTO and were created enoW and developed for use aR and h aonOvOon with the apedffed protect None of such Ideas, dealge, anartAe uft or plans ahel be used whatsoever without the perrrlsa NO-IOLS or d9dowd to wV *m or oapaatbn for MELLBth G and ROSSETTO, mil R T ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA 95928 (530) 891-1710 (530) 891-0138 FAX http;//www,nmrdesign,com a in CONSULTANTS al In LICENSE STAMPS AR�yi k. RO�TFC� sA OF CALF PROJECT NAME A PROPOSED WAREHOUSE EXPANSION FOR ,oUNWE8"-T MEUNU" com P" ANY 50'7 BANBINOCK ST. 9108, CALIFORNIA al In SHEET TITLE OVERALL SITE PLAN o In DRAWING STATUS CD SET r(� I PERMIT RE -SUBMITTAL a 0 REVISIONS Sym Description By Date al Ia Drawn By DAR Checked By I Date Drawn 1 3/29/12 Scale 1 111=501 -Ott Job No. I 10-5364.20 al In SHEET No. A0. 1 1.1 C>, x �I X L x cc 8 S �3 f n cl O < O z m ozLL LuX 1 SEE CML PLANS FOR DESIGN AND LOCATION OF NEW AC PAVING AND CONCRETE 2 SEE ELECTRICAL PLANS FOR SITE UGHTING AND EXTERIOR BUILDING LIGHTING, AND PROPOSED ELECTRICAL POWER SWITCHGEAR LOCATION AND UNDERGROUND CONNECTION POINTS. 3. ALL WORK SHALL COMPLY WITH THE CITY OF BIGGS SITE PLAN REVIEW #2011-03 AND CONDITIONS OF PROJECT APPROVAL DOCUMENT DATED AUGUST 24th, 2011. Su E_ PLAN KEY NOTES PUBLIC CONCRETE SIDWALK PER CITY OF BIGGS STANDARDS - SEE CML DRAWINGS ❑2 NEW STREET FRONTAGE LANDSCAPING TO MATCH EXISTING F3 TRAFFIC RATED DRAINAGE GRATE OVER SUMP PIT - SEE CML DWGS. ® 6a STEEL PIPE BOLLARD - SEE DETAIL 3/A0.3 15 NEW 6 FOOT HIGH CHAIN LINK FENCE - SEE DETAIL 10/A0.3 © EXISTING ELECTRICAL SWITCHGEAR CABINET TO BE RELOCATED. ElNEW FIRE HYDRANT - SEE CML DWGS. ® DISABLED ACCESSIBLE PATH OF TRAVEL F9 19 FOOT TALL POLE LIGHT - SEE ELECTRICAL DRAWINGS, 11-01PROVIDE 4' X 3' DETECTABLE WARNING SURFACE - SEE DETAIL 1VA0.3 11-11NEW CONCRETE DRIVEWAY CURB CUT - SEE CML DWGS. 12 RELOCATED ELECTRICAL SWITCHGEAR - SEE ELEC. DWGS. 13 6x6' CONCRETE PAD AT ENTRY DOOR 14 420 WIDE CHAIN LINK GATE WITH ACCESSIBLE HARDWARE 15 NEW ELEC. SWITCH AND TRANSFORMER - SEE ELEC. DWGS. 16 NEW PAINTED PARKING STRIPING 17 420 HIGH STEEL PIPE GUARD RAIL 18 4° PERF, PVC DRAIN PIPE - CONNECT TO SUMP PIT AT LOADING DOCK. E 4° THK CONC. SIDEWALK - MAX. SLOPE = 1:2Q SEE CML DRAWINGS. F0EXISTING LANDSCAPING TO REMAIN. a a o Copyright © 2012 All kieaM deei��s ertargMrrrent� and plarre hdceied or represented by tMa ctawln8 ere owned by end the property of NICHOLS, MEl_BURG end RMMO and were seated &aAed and developed far use on and h oontrudon with the spedfied project None Of Much ideas, deaWA anarQwr b or plane shell be Lead wftttwlw wNBiart� ttt wrttW fi or corporeUon for ert' ppuuppooeeee and ROSSMO. pemlMebn of NICFiOLS, MELBURG N I C m EI TED) 0 RA e T 0 ARCHI'T'EC'T'S + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 (530) 891-1710 (530) 891-0138 FAX http;//www,nmrdesign.com a a CONSULTANTS al In LICENSE STAMPS ARqy nFlo * , No, C268l v * 9-3�"��Q'�`� OF CALF a In PROJECT NAME Q PROPOSED SEDD uVUA NTLc,UVANCE BULDNO FOR c'UNWEST Qj M � L L � NU` COMPANY 507 BANNOCK ST. BIGGA CALIFORNIA al in SHEET TITLE ENLARGED SITE PLAN al in DRAWING STATUS CD SET (Z'Q--- PERMIT RESUBMITTAL e In REVISIONS — — — -} — — DISABLED ACCESSIBLE PATH OF TRAVEL - THE SLOPE SHALL NOT EXCEED 5% IN THE DIRECTION OF TRAVEL AO,2 AND THE CROSS SLOPE SHALL NOT EXCEED 2% (SEE CML DWGS) a a in 0 0 0 Copyright © 2012 All Ideas deel m errarperw to and plane r,dcated or mpreeented by ttie ftwN ere owned by, and the property of, NICHOLS, Ma BURG end R0MMO end were asated ewhed end dw Na of such bea% dse0>s, wmrgmaft or pler shallbe used by, or disclosed to mV p%BM frm or caporatbn for any p�jppooeeee whatsoever without the written pemWlon of NICHOLS, MELBURG and ROSSETTO. Ta A1' T O ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http;//www,nmrdesign,com CONSULTANTS al 110 LICENSE STAMPS ARcy�T Na 028804 \9- A OF CAL�F�Q Ul in PROJECT NAME Q PROPOSED WAREHOUSE EXPANMON FOR SUNWEST MILLING COMPANY 507 BAN9NOCK ST. BIGGA CALIFORNIA 01 p SHEET TITLE SITE DETAILS all o DRAWING STATUS CD SET PERMIT RE -SUBMITTAL al in REVISIONS Sym Description By Date A\ 1\ PLAN CHECK #1 DAR 3/29/12 a v Drawn By D A R Checked By Date Drawn Scale 3/29/12 AS NOTED Job No. ' 10-5364.20 SHEET No. A0.3 7 DOOR SCHEDULE DOOR FFAW DETAILS f Z = 00 Z_ � w a LL > �CQ L 101A 3-0 x 7-0 N1 H.M. 13/4 PAINT a HM 61/4 PAINT z T1-9 N.R. 2, 4, 7 101B - x 7-0 N1 H.M. 1 3/4' PAINT I HM 61/4 PAINT O O O T1-9 N.R. 2, 4, 7 30 101C 3-0 x 7-0 N1 H.M. 1 3/4 PAINT I HM 6 1/4" PAINT > Q T1-9 N.R. 2, 4, 7 101D 3-0 x 7-0 N1 H,M, 1 3/4" PAINT I HM 6 1/4" PAINT w J T1-9 N.R. 2, 4, 7 101E 16-0 x 14-0 OC1 STL. - F.F. 1H HM 6 1/4" PAINT w w w TLU 1-1 N.R. 1, 4 101E 8-0 x 8-0 OC1 STL, - F.F. in HM 6114, PAINT T1-1 N.R. 1,4 101G 8-0 x 8-0 OC1 STL. - F.F. HM 6 1/4" PAINT LU w w T1-1 N,R. 1,4 101H 8-0 x 8-0 OC1 STL - F.F. HM 6 1/4" PAINT T1-1 N.R. 1,4 Q Q 101J 8-0 x 8-0 OC1 STL, - F.F. HM 6 1/4" PAINT cc T1-1 N.R. 1,4 101K 12-0 x 14-0 OC1 STL. - FFm HM 6 1/4" PAINT w LU LU T1-1 N.R. 1, 4 LU LU w 101L 12-0 x 14-0 OC1 STL. - F.F. 1H HM 6 1/4" PAINT Cf) C/) T1-1 N,RF 1,4 101M 12-0 x 14-0 OC1 STL. - F.F. 1H HM 6 1/4" PAINT - T1-1 N.R. 1,4 102A 3-0 x 7-0 N1 H.M. 13/411 PAINT I HM 6 1/4" PAINT T1-9 N.R. 2, 4, 7 1028 3-0 x 7-0 N1 H.M. 1 3/4" PAINT I HM 6 1/4" PAINT T1-9 N,R, 2, 4, 7 103A 3-0 x 7-0 F1 H,M, 13/4!' PAINT 1 HM 6" PAINT T1-4 N.R. 2,6 104A 3-0 x 7-0 F1 H.M. 1 3/4' PAINT I HM 6" PAINT T1-4 N.R. 2, 6 105A 3-0 x 7-0 L1 H.M. 1 3/4" PAINT I HM - PAINT T1-9 N.R. 4, 5 106A 3-0 x 7-0 F1 H.M. 1 3/4" PAINT I HM 6" PAINT T1-5 SEE ol SCHEDULE N 0 d TZm ro 0 N N N �C 005 irS t6 X Z Qco Uj Z tEfF9 a F1 SINGLE SWING FLUSH SEE SCHEDULE W / 1 \ W MIN MINUTE ANOD ANODIZED WLU QWJ FF FACTORY FINISH SS STAINLESS STEEL GL GLASS ST STAINED WOOD HR HOUR STL STEEL HM N 0 d TZm ro 0 N N N �C 005 irS t6 X Z Qco Uj Z tEfF9 a F1 SINGLE SWING FLUSH SEE SCHEDULE F2 PAIR SINGLE SWING FLUSH ,F . DOOR FRAME TYPES NOTE ALL HOLLOW METAL FRAMES TO BE FULLY WELDED, HOLLOW METAL N -s 0 co W U) k SEE SCHEDULE Lel SINGLE SWING FLUSH W/ LOUVER HOLLOW METAL (DOUBLE DOOR) 114 0j'f LIED LOUVER TYPES OR) SCALE; 114'= T-0" 0 ALUMINUM W/ INTEGRAL INSECT SCREEN SEE SCHEDULE l 24" l 6" WI SINGLE SWING HALF LIGHT NOT USED SEE SCHEDULE 6"l l 6" / :p u COW U LLJ G \ 1/4" WIRE L GLASS N1 SINGLE SWING NARROW LIGHT STEEL CHANNEL (OVERHEAD DOOR) or_r 0101urns s E: OVERHEAD COILING DOOR (MOTORIZED) COILING DOOR HOUSING I J DOOR MOTOR - MODEL "RSX" DOOR FRAME / GUIDE RAIL MANUAL OPENING CHAIN 24 GA, GALV. STEEL SLATS (PRE -FINISHED) OVERHEAD DOOR COMPANY ROLLING SERVICE DOOR - MODEL 430 NOTE PROVIDE OPEN/CLOSE KEY SWITCH AT EXTERIOR AND PUSH-BUTTON AT INTERIOR III a Dili ym 10 0 �V� k� 1. OVERHEAD COILING DOOR WITH ELECTRIC OPENER, 2. PROVIDE AUTOMATIC SELF-CLOSING DEVICE. 3. NOT USED, 4. PRE -WIRE FOR SECURITY ELECTRONICS, 5, VENTED DOOR - PAINT LOUVERS TO MATCH DOOR FRAME 6, PROVIDE ADA RESTROOM SIGNAGE PER DETAIL 2/A9,1 7, PROVIDE SYMBOL OF ACCESSIBLITY AND EXIT SIGNAGE PER DETAIL 1/A9.1 8, NOT USED, NOTE / 1 \ W MIN MINUTE ANOD ANODIZED J PLASTIC LAMINATE FF FACTORY FINISH SS STAINLESS STEEL GL GLASS ST STAINED WOOD HR HOUR STL STEEL HM W STORE ALUMINUM STORE FRONT MASON MASONITE J 1 SCHLAGE AL50PD - OFFICE LOCK, JUPITER 626 1 WALL MOUNT DOOR STOP C GROUP T1-7 6 BB1279 4 1/2 X 4 1/2 HINGES US32D (S STEEL, SATIN) SCHLA D ENTRANCE/OFFIC JUPITER 626 r / 1 - , 2 N/ 2 2 CAL -ROYAL 900 ID �^ l SPRAY ALU FLOOR M OR STOP "" T U SEE ID 1 F2 PAIR SINGLE SWING FLUSH ,F . DOOR FRAME TYPES NOTE ALL HOLLOW METAL FRAMES TO BE FULLY WELDED, HOLLOW METAL N -s 0 co W U) k SEE SCHEDULE Lel SINGLE SWING FLUSH W/ LOUVER HOLLOW METAL (DOUBLE DOOR) 114 0j'f LIED LOUVER TYPES OR) SCALE; 114'= T-0" 0 ALUMINUM W/ INTEGRAL INSECT SCREEN SEE SCHEDULE l 24" l 6" WI SINGLE SWING HALF LIGHT NOT USED SEE SCHEDULE 6"l l 6" / :p u COW U LLJ G \ 1/4" WIRE L GLASS N1 SINGLE SWING NARROW LIGHT STEEL CHANNEL (OVERHEAD DOOR) or_r 0101urns s E: OVERHEAD COILING DOOR (MOTORIZED) COILING DOOR HOUSING I J DOOR MOTOR - MODEL "RSX" DOOR FRAME / GUIDE RAIL MANUAL OPENING CHAIN 24 GA, GALV. STEEL SLATS (PRE -FINISHED) OVERHEAD DOOR COMPANY ROLLING SERVICE DOOR - MODEL 430 NOTE PROVIDE OPEN/CLOSE KEY SWITCH AT EXTERIOR AND PUSH-BUTTON AT INTERIOR III a Dili ym 10 0 �V� k� 1. OVERHEAD COILING DOOR WITH ELECTRIC OPENER, 2. PROVIDE AUTOMATIC SELF-CLOSING DEVICE. 3. NOT USED, 4. PRE -WIRE FOR SECURITY ELECTRONICS, 5, VENTED DOOR - PAINT LOUVERS TO MATCH DOOR FRAME 6, PROVIDE ADA RESTROOM SIGNAGE PER DETAIL 2/A9,1 7, PROVIDE SYMBOL OF ACCESSIBLITY AND EXIT SIGNAGE PER DETAIL 1/A9.1 8, NOT USED, NOTE NOT ALL ABBREVIATIONS MAY APPLY 1 ALUM ALUMINUM MIN MINUTE ANOD ANODIZED PLAM PLASTIC LAMINATE FF FACTORY FINISH SS STAINLESS STEEL GL GLASS ST STAINED WOOD HR HOUR STL STEEL HM HOLLOW METAL STORE ALUMINUM STORE FRONT MASON MASONITE J 1 SCALE, 114!'= 1'-0" 1 SCALE, 1/4" = 1'-0" I GENERAL DOOR NOTES I NOTE NOT ALL NOTES MAY APPLY A, ITEMS NOTED ON THE DOOR SCHEDULE ARE NEW DOORS AND/OR FRAMES. PAINT DOOR FRAMES FOR A COMPLETE AND FINISHED OVERALL PAINTED APPEARANCE PER INDUSTRY STANDARDS, DOORS TO BE PAINTED ARE NUMBERED IN THE REMARKS COLUMN AND NOTED UNDER DOOR SCHEDULE REMARKS THIS SHEET, B. ALL EXITS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF ANY SPECIAL KNOWLEDGE OR EFFORT AND WITHOUT REQUIRING THE ABILITY TO GRASP HARDWARE, PROVIDE SELF -RELEASING HARDWARE THROUGHOUT, C. ALL GLAZING IN DOORS SHALL BE TEMPERED GLASS, EXTERIOR DOORS TO BE REFLECTIVE, INSULATED TEMPERED GLASS AS SELECTED BY ARCHITECT, INTERIOR DOORS TO BE CLEAR, TEMPERED GLASS. ALL GLASS IS SET IN METAL FRAMES WITH METAL STOPS. D. CONTRACTOR SHALL VERIFY ALL ROUGH OPENINGS AND COORDINATE JAMB DEPTHS WITH FINISHES AND WALL THICKNESS PRIOR TO FABRICATION AND DELIVERY OF DOORS AND FRAMES, E ALL RATED DOORS TO BE POSITIVE LATCHING WITH RATED FRAMES. F. ALL MEANS OF EGRESS DOORS SHALL COMPLY WITH CBC SECTION 1008, G, ALL FIRE DOOR ASSEMBLIES SHALL BE LABELED PER CBC SECTION 715,45 H. FIRE -RATED DOOR FRAMES SHALL BE INSTALLED STRICTLY PER MANUFACTURES PRINTED INSTRUCTIONS, MANUFACTUDRES PRINTED INSTRUCTIONS AND LABELLING SHALL BE MADE AVAILABLE TO THE INSPECTING AUTHORITIES AT EACH DOOR AT THE TIME OF INSPECTION, DOORS SHALL HAVE A WARNOCK HERSHEY U.L. FIRE RATED LABEL I. ALL RATED ASSEMBLIES SHALL BE PROVIDED WITH APPROVED GASKETING MATERIAL INSTALLED TO PROVIDE A SEAL WHERE THE DOOR CONTACTS THE STOP ON BOTH SIDES AND ACROSS THE TOP (PER UBC STANDARD 7,210). J. THE CONTRACTOR SHALL MAKE ALL DOOR ADJUSTMENTS NECESSARY TO ALLOW FOR FLOORING MATERIAL AND FLOOR LEVEL K. ALL FIRE DOORS SHALL BE PROTECTED BY AUTOMATIC -CLOSING DEVICES (PER CBC 715,47) DOORS SHALL BE A TIGHT -FITTING, DRAFT -CONTROL ASSEMBLY AND HAVE A MINIMUM FIRE DOOR PROTECTION RATING IN ACCORDANCE WITH CBC TABLE 715,4, L GLAZING IN RATED DOORS TO BE WIRE GLASS IN RATED STEEL FRAME AT 1 HOUR RATED DOORS; FIRE LFFE GLASS FOR 90 -MINUTE RATED DOORS, M. ALL EXTERIOR DOORS TO BE INSULATED, N. FRAME LATCH KNOCK -OUT & DOOR HARDWARE LOCATIONS TO BE COORDINATED WITH CORSS RAIL ON DOORS, WITHIN HANDICAPPED ACCESSIBILITY PARAMETERS, O. WOOD AND MOLDED INTERIOR DOORS TO BE SOLID CORE P. PROVIDE ADA / TITLE 24 COMPLIANT ROOM SIGNAGE PER DETAIL 2/A9,1 Q. DOOR FRAMES IN SOUND WALLS SHALL BE FILLED WITH GROUT OR INSULATION, PROVIDE PEMCO SILICON SEAL S88 AT BOTH JAMB AND HEAD, PROVIDE PEMCO 434ARL AUTOMATIC DOOR BOTTOM, R. THE MAXIMUM FORCE REQUIRED TO PUSH OR PULL OPEN THE DOOR SHALL COMPLY WITH CBC SECTION 1133B,25 IF THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL COMPLY WITH SECTION 1133B,2.5.1 HAND -ACTIVATED DOOR OPENING HARDWARE ON ACCESSIBLE DOORS SHALL COMPLY WITH CBC SECTION 113313,2,52, GROUP T1-1 ALL HARDWARE BY DOOR MANUFACTURER, GROUP T1-2 3 79 4 1/2 X 4 1/2 HINGES U STEEL, SAl1N) 1 SCHLAGE AL - WITH DEAD BOLT, JUPITER 626 1 CAL- R CLOSER Nj U 8 E 10 OR MOUNT DOOR STOP --- 1 WEATHER-STRIPPING KIT 3 HA /2 X 4�1/2H]N�G LESSSTEEL, SAl1N) 1 SCHLAGE AL10S - STOPFFER 626 NOT USI iD GROUP T1-4 3 HAGER BB1279 4 V2 X 4 1/2 HINGES US32D (STAINLESS STEEL, SATIN) 1 SCHLAGE AL40S - BATH PRIVACY LOCK JUPITER 626 1 WALL MOUNT DOOR STOP PEF.'ti'l`i#� GROUP T1-5 3 HAGER BB1279 4 1/2 X 4 1/2 HINGES US32D (STAINLESS STEEL, SATIN)�,,� 1 1 SCHLAGE AL80PD - STOREROOM LOCK, JUPITER 626 WALL MOUNT DOOR STOP DATE_�� GROUP T1-6 3 HAGER BB1279 4 1/2 X 4 1/2 HINGES US32D (STAINLESS STEEL, SATIN) J 1 SCHLAGE AL50PD - OFFICE LOCK, JUPITER 626 1 WALL MOUNT DOOR STOP C GROUP T1-7 6 BB1279 4 1/2 X 4 1/2 HINGES US32D (S STEEL, SATIN) SCHLA D ENTRANCE/OFFIC JUPITER 626 r / 1 - , 2 SCHLAGE AL170 - YT ER 626 2 2 CAL -ROYAL 900 ID �^ l SPRAY ALU FLOOR M OR STOP "" T U SEE ID 1 MOKE SEAL KIT 6 HAGE 79 4 V2 X 4 1/2 HINGES S '� STAINLESS STEEL, SATIN) 1 SCHLAGE AL80 RER K, JUPITER 626 2 SCHLAGE AL170 - D UPFFER 626 1 HEAD PIN NOT, U � E 1) 2 F GLINT DOOR STOP GROUP T1-9 3 HAGER BB1279 4 1/2 X 4 1/2 HINGES US32D (STAINLESS STEEL, SATIN) 1 SCHLAGE AL53PD - ENTRANCE LOCK, JUPITER 626 1 CAL -ROYAL 900 DOOR CLOSER SPRAY ALU 1 FLOOR MOUNT DOOR STOP 1 WEATHER-STRIPPING KIT NOTE INSIDE LEVER ALWAYS FREE FOR IMMEDIATE EGRESS Per CBC Section 10081.95, the unlatching of any door or leaf shall not require more than one operation, Copyright © 2012 N Uees, dmWA amrarmft and plans naceted a repreeenced by ft dawtnp are arced by, and the property of, MCHOLS, MEIBURG end ROSSMO and were Created emked end developed for use a% and h cmU ction with thsWecftdProles ate Nof much ideas, deeWA anargenents cr plans OW be used wwhstsoetiertsoe w Wftd ft = pem9ssbn N�ICHOLS, MEIBURG and ROSS 0, N C m I IFSO TO ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http://www,nmrdesign.com al I a CONSULTANTS a � LICENSE STAMPS 5� ARCy v no c �f /, � J► OF CALIF a a PROJECT NAME A PROPOSED WAREHOUSE IEXPANVON FOR 8 U N W E t'1193- T MEUNG 000-IMPANY 507 BANNOCK 3T. BIGGS, CALIFORNIA a o SHEET TITLE SCHEDULES a In DRAWING STATUS ' CD SET �BY-PERMIT RE -SUBMITTAL a a S60 REVISIONS Sym Description By Date al in Drawn By DAR Checked By Date Drawn 3/29/12 Scale AS NOTED Job No. 10-5364,20 at a SHEET No. F. C N X O N �C �3$ X 05 o sV co 43 x Z� _I EL- X I�p 0 A IL � mi sib ko 0 -A SCALE V16" = T-0" EEXISTING PUMP HOUSE TO BE RELOCATED, F2] CONTROL JOINTS PER DETAIL 9/A0.3 F3] DASHED LINES INDICATE METAL BUILDING FRAME ABOVE ESEISMIC SEPARATION JOINT AT EXTERIOR WALLS AND ROOF, ECOLUMN PROTECTION AT INTERIOR COLUMNS PER DETAIL 3/A92 ETRAFFIC RATED DRAINAGE GRATE OVER SUMP PIT - SEE CML DWGS. EWALL MOUNTED AIR CURTAIN EQUIPMENT ABOVE DOOR EPROVIDE NEW TRAFFIC RATED LID OVER EXISTING ELECTRICAL J -BOX. G a e in Copyright © 2012 N ideas dem arranperrrents end plena t,dbated cr represented by this drawtrp ere owned by, end the property of, NO IaS, MELBURG and 5&iS TO end were aeated a xKW end derebped far use or% and h oonorfim with, the apecMed project None of such ideas, deeps, enanperrtanta or plans shell be used by, or dlacbeed to wV person firm a oaporatbn far any PLFP099 whetaoe.er without the vshon pemieabn Of NICHOLS, MELBURG end ROSSETTO. 1,00I TO) 0 T ® ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 (530) 891-1710 (530) 891-0138 FAX http://www.nmrdesign,com � Q CONSULTANTS al In LICENSE STAMPS O,OD ARC';� 1*4 ��II���'o��j► *�' V"'T* \\' � CAL�FO/ al In PROJECT NAME A PfOOPOSED WAF';EHOOUSE EXPANSION • I,l. SUNWEST MILLING COMPANY 607 BANNOCK 3T. BIG(#3, CALJFORPIIA al In SHEET Trr� OVERALL FLOOR PLAN (L o 0 DRAWING STATUS CD SET TYPICAL EXTERIOR TILT -UP CONCRETE WALL SEE ASSEMBLY 1 � SHEET G12. TYPICAL INTERIOR 6u METAL STUD WALL SEE ASSEMBLY BW SHEET G12 2 6 - INDICATES WALL MOUNTED FIRE EXTINGUISHER. F.E. - INDICATES WALL MOUNTED EXIT SIGNAGE PER EXff DETAIL 1/A9.1 NA - WHERE OCCURS, INDICATES NON -ACCESSIBLE EXIT ZN PERMIT RE -SUBMITTAL Clo REVISIONS Sym. Description By Date 1 PLAN CHECK #1 DAR 3/29112 0 e Drawn By I DAR Checked By Date Drawn 1 3/29/12 Scale 1 1/16"=1'-0" Job No. 10-5364.20 a o SHEET No. A2.1 Em 0 nen LOADING DOCK y T T T T y T T I REFLECTED C"LG. PLAN 12124FLECTEDD CA NG 19 NOTE THE SYMBOLS INDICATED BELOW CORRESPOND TO WORK SHOWN ON THE MECHANICAL, ELECTRICAL, SECURITY, AND AUDIOVISUAL DRAWINGS. REFER TO THESE DRAWINGS FOR SPECIFIC INFORMATION, TYPES, SIZES, AND QUANTITIES. NOT ALL ITEMS ARE SHOWN ON THESE REFLECTED CEILING PLANS; AND, TO THE EXTENT THAT ITEMS ARE SHOWN, THE PURPOSE IS TO INDICATED THEIR LAYOUTS AND LOCATIONS RELATIVE TO CEILING, WALL, AND ROOM LAYOUTS. HIGH BAY LIGHT FIXTURE, CHAIN SUSPENDED SURFACE -MOUNTED OR CHAIN SUSPENDED FLUORESCENT LIGHT FIXTURE 1 X 4 SURFACE -MOUNTED OR CHAIN SUSPENDED FLUORESCENT LIGHT FIXTURE �---� SURFACE -MOUNTED FLUORESCENT STRIP LIGHT FD( URE + SURFACE -MOUNTED LIGHT FIXTURE EXHAUST FAN a WALL -MOUNTED EXTERIOR LIGHT FIXTURE ® HVAC SUPPLY DIFFUSER z HVAC EXHAUST DIFFUSER W ILLUMINATED EXIT SIGN (WALL MOUNTED) WITH BATTERY BACKUP to ILLUMINATED EXIT SIGN (CEILING MOUNTED) WITH BATTERY BACKUP Pt :IIT#_k/ 71,v, BATFt—� I����CTEDD C� NG WNT 0 EXPOSED METAL BUILDING STRUCTURE TYPE 2 , 5/8" GYPSUM BOARD CEILING SYSTEM 0/ METAL JOIST FRAMING AT 24" O.C. o a n Copyright © 2012 Ai � p hdartym ad « reprseer,bed MELBURG athis nd ROSSEFTO were as emhwl and amed by, end t developed for use or< and in oon0vilm with the spedW pplect None of such Ideas, anrgwwb or plans shell be used N or disclosed to � fir ME and ROSSEffO. N R C STIED R0 TO ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 (530) 891-1710 (530) 891-0138 FAX http;//Wmnmrdesign,com a a CONSULTANTS LICENSE STAMPS ARcy� N �9 cA( 9 - OF - P al In PROJECT NAME Q PROPOSED WAREHOUSE EXPANVON FOR c'WNWEc'��T 'Qj Koj WLUNG' COMP -ANY 507 BANNOCK ST. BIGG4 CALIFORNIA all In SHEET TITLE REFLECTED CLG. PLAN 0 DRAWING STATUS CD SET PERMIT RE -SUBMITTAL a In REVISIONS Sym. Description By Date alle Drawn By DAR Checked By Date Drawn 3/29/12 Scale 1/16" = 1i-0" Job No. 10-5364.20 "I in SHEET No. A3.1 e a In 'oN ZdaHS w s oz'-v9£s-U ON aoI' Z 1/6Z/£ Unna([ OIL -(I xS Pavalm 2JVG Mfg unX-OaQ wl im uotldpasaQ -tuSS SNOISIAHU 0 0 w111W8nS-3�J llWb3d 13S ao ij Fwd 7 . � i vr�l V i 0 ZlIhIlq Sf1ZvZS ONIAt VH(l vr7= in d'IZIZ lHaHS 0r=0 VM:J0JllV3 `SJJ19 '1S NOONNd9 LOS W 0 ANVdWO3 ONI11IW 1S3MNns NoJ NOISNVdX3 3S(1OH3NVM a3SOdONd V avivN iloaro Id 0 = I IN ���1do gyp\ .ate"' �� pE-6 ��d bO99Z� 'ON .� a I .A Sdwvls asNaDIZ ol i 0 SZNvlgfISNoo 0 v woo- u6isepawu-mmm//:dlly XVJ 8£60- 68 (0£5) 0lL6-668 i0£5) 82656 V0 `O0IHO 00£ 311ns `=3 :LLS NlVVq 999 O .L 0 m 0 OLL3SSOa Pue E)anal3W 'SIOHOIN to uolssluuad uauum aql lnogV.m uanaoslegM asodund hue jol uogejodjoo jo wjq'uosjad (ue of pasopslp io'Aq pasn aq Reqs sueld jo s4uowa6uejje'su6lsap'seapl Bons 10 auON ;aafad pai;ioads agl'gllm uoilonluoo w pue'uo asn jo; padolanap pue panlona'paleaJO ajam Pue O113SSO2i Pue 9bflal3W 'SIOHOIN 'lo /luadwd aql pue :/q paumo aue 6ulMejp slgl Aq paluasajdai jo paleolpul sueld pue sluowe6uejje'su61sap'seep! py L HOZ O Iu6IaAdo0 0 0 0 Nv 1Q 10 0 (1 >iooa ONKIVM ONIISIX3 213n0 JOMJ MHS M3N iNlOr NOIld2Jdd3S 01WS13S 3001M (3) f. ¢gib Z' 6V Z M. 303 0 E5 A00a ONIad01 b3AWWONVO d00b L 17 Ozlvs 9 1 W 02 CQ 0 0 7 � r• .1 IF AN ball"ll 0 0 FITIA N =1 Nolm MA i 6'1 [t •l►viIJ± Ll r- :KIUH 4Tlon v i i m 1111N e C SECTION SCALE: 1/8"=V-0" 2 EAVE DETAIL SCALE: 1/4"=1 CONNECT DOWNSPOUTS TO UNDERGROUND STORM DRAIN SYSTEM - SEE CIVIL DWGS. T.O. SLAB = 0'-0" 0 METAL BUILDING COLUMN (BEYOND) SPREAD FOOTING (BEYOND) 1 FOOTING DETAIL SCALE: 1/2"=1'-0" SHEET NOTES 1❑ RIDGE VENT WITH ADJUSTABLE DAMPER ❑2 METAL BUILDING ROOF PANEL SYSTEM ❑3 METAL BUILDING FRAME 4❑ METAL BUILDING WALL GIRT (BEYOND) ❑5 3/4" F.R. T&G PLYWOOD OVER 6" METAL JOISTS (18 GA.) AT 24" O.C. (TOILET ROOM CEILING) © ROOF MOUNTED EXHAUST FAN. ❑7 5/8" GYP. WALL BOARD, TYPICAL AT WALLS AND CEILING (TOILET ROOM) ® TYP. INTERIOR WALL - 6" METAL STUDS (20 GA.) AT 16" O.C. W/ 5/8" GYP. BD. EACH SIDE (TOIELT ROOM) �9 METAL ROOFING OVER STEEL FRAMING 10 1 1/2" DIA. STEEL PIPE GUARD RAIL (PAINTED) - SEE DETAIL 5/A0.3 i 11 3' HIGH CONCRETE COLLAR AT M.B. COLUMN BASE (PAINTED) - SEE DETAIL 3/A9.2 12 6" DIA. X 48" STEEL PIPE BOLLARD (CONC. FILLED) 13 6" THK. CONCRETE SLAB W/ #4 BARS AT 16" O.C., EA. WAY OVER 6" (MIN.) NON-COMPACTABLE GRAVEL BASE. APPLY LIQUID CHEMICAL SURFACE HARDENER. 14 PERCAST CONC. SUMP PIT - SEE CIVIL DWGS. 15 WALL MOUNTED LIGHT FIXTURE - SEE ELEC. DWGS. 16 PROVIDE MAXIMUM CLEARANCE SIGNAGE - 4" HIGH LETTERS. B SECTION SCALE: 1/8"=l' -O" DXTE I o e IN Copyright O 2011 All ideas, designs, arrangements and plans indicated or represented by this drawing are owned by; and the property of, NICHOLS, MELBURG and ROSSETTO and were created, evolved and developed for use on, and in conjuction with, the specified project. None of such ideas, designs, arrangements or plans shall be used by, or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of NICHOLS, MELBURG and ROSSETTO. Ald R G M E 0111 11 R TO AFDC RTECTS + 1EN GRN E1ERS 555 MAIN STREET, SUITE 300 CHICO, CA 95928 (530) 891-1710 (530) 891-0138 FAX http://www.nmrdesign.com e in CONSULTANTS e I I o LICENSE STAMPS ED ARCS\ / No. C26604 I g_30 �C)OF El e PROJECT NAME A PROPOSED WAREHOUSE EXPANSION FOR SUNWEST MILLING COMPANY 507 BANNOCK ST. BIGGS, CALIFORNIA 01 In SHEET TITLE SECTIONS / DETAILS El o DRAWING STATUS CD SET PERMIT RE -SUBMITTAL 0 0 REVISIONS Sym. Description Date FLAN CHECK #1 DAR 3/2+/12 Drawn By DAR Checked By SCALE: 1/8"=1 DXTE I o e IN Copyright O 2011 All ideas, designs, arrangements and plans indicated or represented by this drawing are owned by; and the property of, NICHOLS, MELBURG and ROSSETTO and were created, evolved and developed for use on, and in conjuction with, the specified project. None of such ideas, designs, arrangements or plans shall be used by, or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of NICHOLS, MELBURG and ROSSETTO. Ald R G M E 0111 11 R TO AFDC RTECTS + 1EN GRN E1ERS 555 MAIN STREET, SUITE 300 CHICO, CA 95928 (530) 891-1710 (530) 891-0138 FAX http://www.nmrdesign.com e in CONSULTANTS e I I o LICENSE STAMPS ED ARCS\ / No. C26604 I g_30 �C)OF El e PROJECT NAME A PROPOSED WAREHOUSE EXPANSION FOR SUNWEST MILLING COMPANY 507 BANNOCK ST. BIGGS, CALIFORNIA 01 In SHEET TITLE SECTIONS / DETAILS El o DRAWING STATUS CD SET PERMIT RE -SUBMITTAL 0 0 REVISIONS Sym. Description Date FLAN CHECK #1 DAR 3/2+/12 Drawn By DAR Checked By Date Drawn 3/29/12 Scale AS NOTED Job No. 10-5364.20 SHEET No. A6.1 0 0 DETAIL 5/A9.1 ,t (JUMBO ROLL - BOBRICK B-2890) 2B - NORTH ELEVATION FRP WAINSCOT AT +5'-0" AFF, TYPICAL TOILET SEAT COVER DISPENSER j, 1Nx SCALE: N/A 2A - EAST ELEVATION AINSCOT AT +5'-0" AFF, kL DISPENSER ESI 4ti. DATE Copyright O 2011 All ideas, designs, arrangements and plans indicated or represented by this drawing are owned by; and the property of, NICHOLS, MELBURG and ROSSETTO and were created, evolved and developed for use on, and in conjuction with, the specified project. None of such ideas, designs, arrangements or plans shall be used by, or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of NICHOLS, MELBURG and ROSSETTO. R TO ARCHRTECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA 95928 (530) 891-1710 (530) 891-0138 FAX http://www.nmrdesign.com 0 O CONSULTANTS N1 IN LICENSE STAMPS SED ARcy No. C26604 F OF CAS -SFO al In PROJECT NAME A PROPOSED WAREHOUSE EXPANSION FOR SUNWEST MILLING COMPANY 507 BANNOCK ST. BIGGS, CALIFORNIA al In SHEET TITLE ISOMETRIC / INTERIOR ELEVATIONS al IN DRAWING STATUS CD SET PERMIT RE -SUBMITTAL al in REVISIONS Sym. Description Date PLAN CHECK #1 DAR 3,129!12 Drawn By • Checked By Date Drawn 3/29/12 ifl-rLA?_40 AS NOTED Job No. 10-5364.20 R TO ARCHRTECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA 95928 (530) 891-1710 (530) 891-0138 FAX http://www.nmrdesign.com 0 O CONSULTANTS N1 IN LICENSE STAMPS SED ARcy No. C26604 F OF CAS -SFO al In PROJECT NAME A PROPOSED WAREHOUSE EXPANSION FOR SUNWEST MILLING COMPANY 507 BANNOCK ST. BIGGS, CALIFORNIA al In SHEET TITLE ISOMETRIC / INTERIOR ELEVATIONS al IN DRAWING STATUS CD SET PERMIT RE -SUBMITTAL al in REVISIONS Sym. Description Date PLAN CHECK #1 DAR 3,129!12 Drawn By DAR Checked By Date Drawn 3/29/12 Scale AS NOTED Job No. 10-5364.20 Ov �O SHEET No. a 01 IN D 3/4' 3/4' 3/4' SEALANT OVER BACKER ROOM ID SIGNAGE ROD, TYP. AT ALL EXT. JOINTS (LOCATE ON WALL ADJACENT TO DOOR CONC. TILT -UP PANEL 1'-10' LATCH AT ALL ROOMS) ol } OPENING WIDTH I LETTERS AND NUMERALS SHALL BE RAISED M >_ PADDLE TYPE FAUCET V32", UPPER CASE, SANS SERIF TYPE f - PER PLAN HANDLE (ADA COMPLIANT) _.I, IVL MEASURING BETWEEN 5/8" AND 2" HIGH. VIT. CHINA ONE-PIECE SINK 1B ° °o °o CONC. TILT -UP 3" x 3" x 1/4" STL ANGLE (ADA COMPLIANT) Roots WALL W/ 4" WELDED STUD AT 'v ITmj-=+" ° 24" O.C. (MAX. SPACING) ATTACH SINK TO + METAL STUDS PER — — — — — — — °o a BRAILLE CHARACTERISTICS: MANUR ° r 8' MIN. GRADE II, DOTS =V10 ON CENTER IN EACH s ol CELL WITH 2/10" SPACE BETWEEN CELLS, ° — - INTERIOR ` . RAISED V40". 4a° � M I co OBSTACLES A PERSON MUST BE ABLE TO APPROACH 1C TACTILE EXIT SIGN WITHIN 3" OF SIGNAGE WITHOUT THIS SYMBOL SHALL BE LOCATED AT: ENCOUNTERING PROTRUDING OBJECTS OR OVERHEAD DOOR - SEEMAINTAIN AS / •INSIDE AT ALL EXTERIOR MAN DOORS STANDING (SITTING) WITHIN SWING OF DOOR I ° I DOOR SCHED, SHT. A1.1 0. �- 0 Q °Q CLEAR SPACE OF AESIBILITY Lu I ° PANEL AT CORNER - SEE DOOR GUIDE 1C I NTERNATIONAL WHITE FIGURE ON�ABOL BLUE BACKGROU D Z FLOOR PLAN ' EXITTHIS SYMBOL DOOR SUPPORT BRACKET ACC BLE PARKING LOCATED EDAT: G SPACS 17 n NOTE BY DOOR MANUR. •ACCESSIBLE PASSENGER LOADING ZONES SEE STUCTURAL DWGS, ATTACH PER MANURFOR PANEL DETAILS RECOMMENDATION -ACCESSIBLE ENTRANCES -MOUNT AT 60" ABOVE FINISH FLOOR -ACCESSIBLE TOILET AND BATHING FACILITIES TMT -up F� JOH 11 O 1VJ�U/ R �� r77 SINK S 014 AT 11MTROO1V1 S � =CAL IRA= ROOM � 1G!»1111 SIGN& E - U SCALE: 3"=Y-0" O SCALE: 1 V2"=T-V ff • SCALE: ?=?-0" SCALE 3/8" - Y-0" 41 A TILT -UP CONC. PANEL UNISEX CONC. TILT -UP WALL v TF METAL STUDS, TYPICAL 8, ol ALIGN W/ EXISTING REVEAL – – – \ \ ( I WALL FINISH -SEE SCHEDULE WALL MOUNTED SIGNAGE 6" X 16 GA METAL STUD COILING DOOR HOUSING I I BL.KG. BETWEEN STUDS - 3 ° I STUDS MIN FOR ALL GRAB PAINTED ACCENT STRIPE - �� I BARS SEE EXTERIOR ELEVS. °ool�- I I CONCEALED MOUNTING N PLATE BED IN SEALANT RESTROOM co I I o I I I I SCHEDULED 1 V2" DIA. GRAB BAR DOOR MOUNTED SIGNAGE I V4 x 2" S.T. SCREWS - 1/2' I I (— STL ANGLE AT JAMB - SEE I USE 2 PER ANCHOR WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH DOOR MOUNTED SIGNAGE TYP. I I DETAIL 7/- OFNT MIN. BRACKET P AND BOTTOM SDE OF DOOR CLEAR OF DOOR-SWINCti MOUNT AT 60" TO CENTERLINE OF SIGN FROM FLOOR jI DOOR TRACK 5/8" TYPE W GYP BOARD - SEE — I I I FINISH SCHEDULE °o ° 4 M I I I I a O I UPPERCAT TALL SE ECHHARACTERS ° LETTERING RAISED 1/32" CORRESPONDING GRADE I BRAILLE MCITMOR AC= STIK111lE ® COU24G WOR MAD o O� MCHORAGE � AOA ROOM SIGNAGE 'Il'�• "� U � SCALE -1-0" • SCALE 3"=1-0" SCALE 1 112"=I-0" SCALE 3"=? -0" V4- GRAB BAR MIRROR PERPENDICULAR WALL (WHERE OCCURS) �� T.P. DISP. CONC. PANEL (BEYOND) ° SOAP CONC. TILT -UP WALL - SEE 12' MAX. 24' MIN. X ~ DISR STRUCT. DWGS. Q � 3• i ' i i SEALANT 2' MAX, i I I STL ANGLE AT JAMB O TYP. AT i i (BEYOND) AT DOOR HEAD - Z HINGE SIDE l i I O WHERE i i GALV. MTL RAIN DRIP, X O Ir ATTACH W/ 3 PWDR ; _ p , APPLICABLE , I DRIVEN NAILS }I ° z_ �' m fOVERHEAD DOOR - SEE -� � � N U ODOOR SCHED. CAST -IN-PLACE FRAME ``0 ANCHOR, r 36 MAX. 18' INSUL "CLRMIN. i ____- : ° I ° ° I " )Z�1\ PIPES 0 3/4 CHAMFER, TYP. .....:.. CONT. SEALANT WATER CLOSET �il LAVATORY �T— RECESS AT DOOR GROUT SOLID G% } � — — I THRESHOLD TO RECEIVE Lu li 0 0 16 GA. H.M. DOOR FRAME �e7 wr,�lrl l U- DOOR WEATHERSTRIPING DOOR (PAINTED) Z E 14 II l PER CONC. PAVING - SLOPE AWAY �� MANUR OSPECS. FROM STRUCTURE (SEE CML 14' MIN. `.. II ^ .... 1/8u: l2u N SLOPE DWGS) WEATHERSTRIPING DATE_l?'� � SLOPE x --- ���,L3 � ..- a I� 5/8" GYP BD Q xQ j xQ _j Q w HOLLOW METAL METAL STUD FRAMING - 4° - EDGE OF CONC. SLAB SOLID CORE STEEL DOOR %;To p o 00 o _j SEE CONSTRUCTION 1/2' (PAINTED) v v O v O O ASSEMBLY FOR SIZE CAULK - URINAL COMB. PAPER SEAT COVER TOWEL TYPICAL EA SIDE WIDTH OF CONC. WALL PLUS TOWL DISPENSER/ DISPENSER DISPENSER � WIDTH OF O.H. DOOR PLUS 1/2" DISPOSAL HSG DOOR JAS AT MM S= WAM OVERBR4D IlMR SIDLE,RK IMR JAB IIID S � D � IF �� & ACCEW 1�ZY SCALE: 3"=Y-0" � SCALE 3" = I -T (::k) LE SCA3"=Y-V MO V N 11 G HMGH 11 � SCALE 1/4" = ?-0" 0 0 Copyright © 2012 All Ideas, deelgns, errarparr�ents end dans rdCated ar represented Ma BURG emend ROSSMO end ware emk9d ends No s& Ideaum s ndeeWA arrengwuts or der eheN be used my pmM �whataoew wttlior�t� ft permleabn NK)HOL MELBURG and ROSSE 0, �l 1 0�mj ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 (530) 891-1710 (530) 891-0138 FAX http://Wmnmrdesign.com e o CONSULTANTS o I I m LICENSE STAMPS ARC, RO rFC� �J t% 0 No. dx;9' �%- \Op CAL�� C I In PROJECT NAME A PF';OO POO SED WAfEHOO USE EXPANSION FOR I IWIIT I LAI NGMPANY 607 BANNOCK ST. BIGGS,r CALIFORNIA al in SHEET TITLE TYPICAL DETAILS al In DRAWING STATUS CD SET PERMIT RE -SUBMITTAL Cln REVISIONS Sym Description By Date 11\ PLAN CHECK 01 DAR 0129/12 pr Drawn By Checked By Date Drawn Scale Job No. al 0 DAR 3/29/12 AS NOTED 10-5364.20 In �4 "IDimzm A9.1 e a In Copyright © 2012 M head deems, errangertrerrta and plana Mcated or represented by the fty*ig are owned by, and the property of, MCFIOLS, Ma BURG and ROSSMO and were created aroW and usearm hee c1990 ra p be used N or dlecloeed to airy person, trm a c Wetbn fa any p rpoee SEALANT 7 5/8' awhateoew nd wtthart tt,a ` Pemis�On of NICI 1pLS MELBURG N R C DIET IFS® TO ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http://www,nmrdesign,com s a CONSULTANTS i a LICENSE STAMPS � o AFRI * No P OF CAL��o i a PROJECT NAME A PROPOSED WAREHOUSE EXPANVON FOR c`!UNWE`zT 1�0 'Qj M � L L � N Q` "MMpANY 507 BAN NOCK ST. BIGGS, CALIFORNIA n SHEET TITIN TYPICAL DETAILS n DRAWING STATUS CD SET PERMIT RE -SUBMITTAL 11 n REVISIONS Sym. Description By Date 11 In Drawn By DAR Checked By Date Drawn 3/29/12 Scale AS NOTED Job No. 10-5364.20 11 in SHEET No. A9.2 1.1 Fa 0 0 C .'A'A 'I'll -1601116A A.B. ANCHOR BOLTS MACH. MACHINE ABT. ABOUT MAT'L MATERIAL AGGR. AGGREGATE MAX. MAXIMUM AISC AMERICAN INSTITUTE OF M.B. MACHINE BOLT S430 STEEL CONSTRUCTION MECH. MECHANICAL ANC. ANCHOR MEZZ MEZZANINE APPROX. APPROXIMATE MFR. MANUFACTURER APVD, APPROVED MIN. MINIMUM ARCH, ARCHITECT MISC. MISCELLANEOUS ASPH. ASPHALT M.I.W. MALLEABLE IRON WASHER ASTM AMERICAN SOCIETY FOR MTL METAL TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY (N) NEW NO. NUMBER BD. BOARD NOM. NOMINAL BLDG. BUILDING N.SA. NELSON STUD ANCHOR BLK. BLOCK N.T.S. NOT TO SCALE BLK'G. BLOCKING BM. BEAM O.C. ON CENTER B.N. BOUNDARY NAIL O.D. OUTSIDE DIAMETER BOT. BOTTOM O.F. OUTSIDE FACE BRN'G, BEARING O.H. OPPOSITE HAND BTWN. BETWEEN OPN'G OPENING OPP. OPPOSITE CA CALIFORNIA ORIG, ORIGINAL CANIIL CANTILEVER O.S.B. ORIENTED STRAND LUMBER C.B.C. CALIFORNIA BUILDING CODE O,S.H.P.D. OFFICE OF STATEWIDE HEALTH C.J. CONTROL JOINT PLANNING & DEVELOPMENT CLG, CEILING O.W.G. OPEN WEB GIRDER CLR. CLEAR O.WJ, OPEN WEB JOIST C.M.U. CONCRETE MASONRY UNIT COL COLUMN PAR POWDER ACTUATED FASTENER CONC. CONCRETE PEN, PENETRATION CONN. CONNECTION PERP, PERPENDICULAR CONST, CONSTRUCTION PLC'S. PLACES CONT, CONTINUOUS PLY. PLYWOOD CSK. COUNTERSINK P.M.D. PLY -METAL DRILLERS PREFAB, PRE -FABRICATED D DEAD LOAD PRL PARALLEL DBL DOUBLE psf. POUNDS PER SQUARE FOOT DET. DETAIL psi, POUNDS PER SQUARE INCH D.F.L. DOUGLAS FIR, LARCH P,S,L PARALLEL STRAND LUMBER DIA. DIAMETER P/r POST TENSIONING DIAG, DIAGONAL P.T,D.F, PRESSURE TREATED DOUGLAS FIR DIM. DIMENSION DML DEMOLISH, DEMOLITION RAD, r. RADIUS Do, REPEAT REF. REFERENCE, REFER TO DP. DEEP REINF. REINFORCING DWG. DRAWING REBAR REINFORCING STEEL BAR D,SA. DIVISION OF THE STATE REQ'D, REQUIRED ARCHITECT REQTS REQUIREMENTS REV. REVISED, REVISION (E) EXISTING RF ROOF EA EACH R.HW,S. ROUND HEAD WOOD SCREWS E.F. EACH FACE RM. ROOM ELEV, ELEVATION OR ELEVATOR RS ROUGH SAWN EN. END NAIL OR EDGE NAIL ENG. ENGINEER S SNOW LOAD E.W. EACH WAY SA,D. SEE ARCHITECTURAL DRAWING EXT. EXTERIOR SCHED. SCHEDULE SDS SIMPSON 'STRONG DRIVE SCREW FDN. FOUNDATION SECT, SECTION F.F. FINISH FLOOR SHT. SHEET F.G. FINISH GRADE SHTG, SHEATHING FLR. FLOOR SIM. SIMILAR F.N. FIELD NAIL S.O.G. SLAB ON GRADE F.O.C. FACE OF CONCRETE SPEC, SPECIFICATION F.O.M. FACE OF MASONRY SQ, SQUARE F.O.S. FACE OF STUD STD. STANDARD FRM'G, FRAMING STIFF. STIFFENER FT. FOOT STL STEEL FTG, FOOTING STRUCT, STRUCTURAL FURR. FURRING ST.& SELF -TAPPING SCREW S.W. SHEAR WALL ga. GAGE SYM, SYMMETRICAL GALV, GALVANIZED G/L GLU-LAMINATED G/N GANG -NAIL TRUSS GYP. GYPSUM T.&B. TOP & BOTTOM T.&G. TONGUE & GROOVE HD. HOLDDOWN THK, THICK HDR, HEADER T.N. TOE NAIL HORIZ HORIZONTAL T,O.FTG, TOP OF FOOTING H.SA. HEADED STUD ANCHOR T,O.IE TOP OF PLATE H.S.B. HIGH STRENGTH BOLTS T,O,PLY. TOP OF PLYWOOD HSS HOLLOW STRUCTURAL SECTION T.O,S, TOP OF SLAB HT. HEIGHT T.O,STL TOP OF STEEL TS TUBE STEEL, SEE 'HSS' ICC INTERNATIONAL CODE COUNCIL TYP. TYPICAL I.D. INSIDE DIAMETER I.F. INSIDE FACE U.B.C. UNIFORM BUILDING CODE IN. INCH U.O.N. UNLESS OTHERWISE NOTED INT. INTERIOR VERT, VERTICAL JST. JOIST JT. JOINT W.P. WORK POINT W/ WITH K KIP, KILO -POUND W/o WITHOUT ksi KIPS PER SQUARE INCH W, WF WIDE FLANGE STEEL SECTION WWF. WELDED WIRE FABRIC L ANGLE LL FLOOR WE LOAD & AND Lr ROOF LIVE LOAD @ AT LLH. LONG LEG HORIZONTAL X BY LLV. LONG LEG VERTICAL q CENTERLINE LOCS. LOCATIONS 0 DIAMETER LTWT, LIGHT WEIGHT = EQUALS LS.L LAMINATED STRAND LUMBER # POUNDS, NUMBER LVL LAMINATED VENEER LUMBER R PLATE 1 GENERAL 1.1 ALL PHASES OF THE WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2010 EDITION OF TITLE 24, PART TWO, CALIFORNIA BUILDING CODE. 1.2 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS AT THE JOB SITE PRIOR TO STARTING CONSTRUCTION, ANY DISCREPANCIES OR INCONSISTENCIES FOUND SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION BEFORE WORK PROCEEDS, 1.3 THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE INDICATED, THEY DO NOT SPECIFY METHODS OF CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS AND PRECAUTIONS TO MAINTAIN THE STABILITY OF THE STRUCTURE AND PROTECT WORKMEN AND OTHER PERSONS DURING CONSTRUCTION, SPECIFIC ITEMS TO BE CONSIDERED SHALL INCLUDE, BUT NOT BE LIMITED TO, THE ADEQUACY OF ALL FORMS, SCAFFOLDING, AND SHORING FOR CONSTRUCTION EQUIPMENT SHORING of RETAINING WALLS, AND TEMPORARY LATERAL BRACING OF THE STRUCTURE 1.4 OPENINGS, POCKETS, SUBSTANTIAL EMBEDDED ITEMS, ETC,, SHALL NOT BE PLACED IN SLABS, COLUMNS BEAMS, OR OTHER STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS, 1.5 ASTM SPECIFICATIONS AND IBC STANDARDS REFERENCED IN THESE DRAWINGS SHALL BE OF THE LATEST REVISION. 1.7 IF CERTAIN MINOR DETAILS OF CONSTRUCTION ARE NOT FULLY DESCRIBED ON THE DRAWINGS OR CALLED FOR IN NOTES OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL RESEMBLE SIMILAR CONDITIONS THAT ARE FULLY SHOWN AND SHALL BE REVIEWED BY THE ARCHITECT. 1.8 MISCELLANEOUS: NON -SHRINK GROUT; A NON-METALLIC GROUT MEETING THE ARMY CORPS OF ENGINEERS SPECIFICATION CRD -C621, WITH NO SHRINKAGE AFTER PLACEMENT OR EXPANSION AFTER SET, TESTED IN ACCORDANCE WITH ASTM C827, MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 psi AFTER 24 HOURS AND 5000 psi AT 28 DAYS, ACCEPTABLE PRODUCTS INCLUDE A. EDOCO NON-FERROUS, NON -SHRINK GROUT BY DAYTON SUPERIOR, DAYTON, OHIO B. MASTERFLOW 928 GROUT BY BASF CONSTRUCTION CHEMICALS, SHAKOPEE, MN C, EUCO NS GROUT BY THE EUCLID CHEMICAL COMPANY, CLEVELAND, OHIO 2 FOUNDATION: 2.1 FOUNDATION DESIGN BASED ON A BEARING CAPACITY OF 3,500 psf, INCREASABLE 33% FOR SHORT TERM LOADING SUCH AS WIND AND SEISMIC. ALL FOOTING EXCAVATIONS SHALL BE A MINIMUM 18" BELOW LOWEST ADJACENT SOIL GRADE PER THE GEOTECHNICAL INVESTIGATION BY. WALLACE KUHL & ASSOCIATES. 3050 INDUSTRIAL BOULEVARD WEST SACRAMENTO, CA. 95691 WKA PROJECT NO, 9153.01 DATED: JUNE 21, 2011 3.1 CONCRETE: 3.1.1 PORTLAND CEMENT SHALL CONFORM TO ASTM C150-04, TYPE II OR II -LOW ALKALI, AGGREGATES SHALL CONFORM TO ASTM C33 PER THE CALIFORNIA BUILDING CODE, MAXIMUM AGGREGATE SIZE FOR FOOTINGS AND MASS CONCRETE SHALL NOT EXCEED 1-1/2". MAXIMUM AGGREGATE SIZE FOR ALL OTHER CONCRETE SHALL NOT EXCEED 3/4 3.1.2 CONCRETE EXPOSED TO FREEZING AND THAWING CONDITIONS SHALL INCLUDE AIR ENTRAINMENT BASED ON CBC SECTION 19044 AND ACI 318, SECTION 4.4.1, 3.1.3 CONCRETE MIXES SHALL BE DESIGNED BY A RECOGNIZED TESTING LABORATORY AND COPIES OF DESIGN SENT TO THE ARCHITECT FOR REVIEW. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE ARCHITECT AND ALL CONCRETE MIXES SHALL INCLUDE A POLYMER BASED WATER REDUCING ADMIXTURE PER ASTM C494. MAXIMUM WATER/CEMENT RATIO SHALL BE 0.50. 3.1.4 FLY ASH SHALL CONFORM TO ASTM C618, CLASS F. FLY ASH SHALL NOT EXCEED 15% OF CEMENT BY WEIGHT, AND SHALL NOT EXPERIENCE A LOSS ON IGNITION OF GREATER THAN 1%. 3.1.5 SHRINKAGE AT 28 DAYS SHALL NOT EXCEED ,055% FOR DRY CURING AS DETERMINED BY ASTM C157, 3.1.6 REINFORCING BARS, ANCHOR BOLTS AND CONCRETE INSERTS SHALL BE PROPERLY LOCATED AND SECURELY FASTENED IN POSITION PRIOR TO PLACING CONCRETE 3.17 MAXIMUM CONCRETE SLUMP SHALL NOT EXCEED 3" FOR FOOTINGS, MASS CONCRETE, AND SLABS -ON -GRADE, AND 4' FOR OTHER CONCRETE, 3.1.8 CONCRETE STRUCTURAL DESIGN IS BASED ON A SPECIFIED COMPRESSIVE STRENGTH ft) OF SHOWN BELOW. THE MINIMUM 28 -DAY EXPECTED COMPRESSIVE STRENGTH (fcr) OF THE PROVIDED CONCRETE SHALL BE 3500 psi FOR fc=2500 psi AND 4200 psi FOR fc=3000 psi UNLESS A LOWER f cr CAN BE JUSTIFIED THROUGH BREAK HISTORY. MINIMUM ULTIMATE COMPRESSIVE STRENGTH (fd SHALL BE AS FOLLOWS: psi: DAYS: A. FOOTINGS 3000 28 B. TILT -UP PANELS 3000 28 C. SLABS -ON -GRADE 2500 28 D. ALL OTHER CONCRETE, U.N.O. ON PLANS 2500 28 E. LEAN CONCRETE FILL 1000 28 3.1.9 PROJECTING CORNERS OF ALL CONCRETE MEMBERS SHALL BE FORMED WITH 3/4" CHAMFER UNLESS DETAILED OTHERWISE 3.1.10 THE OUTSIDE DIAMETER (O,D) OF CONDUIT OR PIPE PLACED IN THE PLANE OF A SLAB -ON -GRADE SHALL NOT EXCEED 30% OF SLAB THICKNESS UNLESS SPECIFICALLY DETAILED OTHERWISE AND SHALL BE LOCATED IN MIDDLE 1/3 OF SLAB. CLEAR SPACING BETWEEN ADJACENT CONDUITS OR PIPES SHALL BE TWICE THE LARGER O.D, MINIMUM, UNLESS OTHERWISE NOTED ON PLANS, 3.1.11 SURFACES OF JOINTS REFERENCED AS "COLD JOINTS", SHALL BE TROWELED OR OTHERWISE FINISHED SMOOTH WITH 2 LAYERS OF BUILDING PAPER BETWEEN SURFACES. ALL OTHER HORIZONTAL CONSTRUCTION JOINTS SHALL BE CLEANED AND ROUGHENED TO 114!'+1 - AMPLITUDE BY EXPOSING CLEAN AGGREGATE SOLIDLY EMBEDDED IN MORTAR MATRIX, UNLESS OTHERWISE NOTED, IN THE EVENT THAT THE CONTACT SURFACE BECOMES COATED WITH EARTH, SAWDUST, ECT., AFTER BEING CLEANED, THE ENTIRE SURFACE SO COATED SHALL BE RECLEANED, 3.2 REINFORCING STEEL' 3.2.1 REINFORCING STEEL SHALL CONFORM TO A615 GRADE 60 IN ALL CONCRETE AND MASONRY UNLESS NOTED OTHERWISE ON THE PLANS, REINFORCING STEEL THAT IS TO BE WELDED SHALL BE ASTM A706, A706 REBAR SHALL BE WELDED PER THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE GENERAL NOTES 3.2.2 CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED): A. CONCRETE CAST AGAINST AND EXPOSED TO EARTH------------ 3" B. INTERIOR STRUCTURAL SLABS, TOP AND BOTTOM --------------- 3/4" C. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER #6 BAR OR LARGER---------------------------------------------------- 2j #5 BAR AND SMALLER--------------------------------------------------- 1-V2„ 3.24 ALL REINFORCING BAR BENDS SHALL BE MADE COLD, 3.2.5 REINFORCING BARS SHALL BE SPLICED AS SHOWN ON DRAWINGS, ANY ADDITIONAL SPLICING SHALL REQUIRE REVIEW FROM THE ENGINEER, 3,3 TTILT-UP CONCRETE PANELS 3.3.1 SEE ARCHITECTURAL DRAWINGS FOR ALL PANEL FINISHES, REVEALS, CHAMFERS AND SURFACE TREATMENTS, TILT -UP PANELS SHALL BE 6 1/4" THICK U.ON„ REVEALS TO BE 1/2" DEEP MAX. 322 SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF ALL OPENINGS. 3.3.3 GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY SHORING AND BRACING OF ALL PANELS UNTIL ALL DIAPHRAGMS ARE PERMANENTLY CONNECTED. 334 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO SHOW PANEL SIZE, OPENINGS AND PANEL EMBED LOCATIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUACY OF PANEL FOR LIFTING STRESSES, ADDITIONAL REINFORCING OR STRONG BACKS SHALL BE DESIGNED AND PROVIDED BY CONTRACTOR, 3.3.5 ALL PANEL ELEVATIONS ARE VIEWED FROM THE INSIDE OF THE BUILDING TYPICAL U,O,N, 3.3.6 O INDICATES PANEL I,D, NUMBER 3.3.7 TILT -UP PANEL REINFORCING AND PANEL EMBEDS SHALL BE AS SHOWN ON THE PANEL ELEVATIONS. SEE SHEET S310 TO S320. 3.3.8 PROVIDE #4 DOWELS AT 18" o.c, FROM ALL TILT -UP PANELS TO ALL INTERIOR SLABS ON GRADE U,ON„ SEE SECTIONS, SHEET INDEX D D D Copyright © 2012 M Ideee deebr�. arrangements and plena Fxicated ar repraesrrbed by Uia ctawitp are owned by, and the property of, NICHOLS, Mf] BURG and ROSSE70 and were created &M%d and N" erbpW d b a and In 0m)xcflm Baa OW be LxW by, or dedoeed m any parson ffm or carporatbn for anypttpoee whataoerer W#OA the w bm psmileabn of NCHOLS, MaAM and RosSETTo. II�O TO ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 (530) 891-1710 (530) 891-5448 FAX httq//Www,nmrdesign.com D D CONSULTANTS 9? 0ESS14 w t- NA o N EXP. 3-31-13 y s�, SlR(JCTURP� �Q' qTF �F CALIV al In LICENSE STAMPS PROJECTIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiLmi I A PROPOSED WAREHOUSE EXPANSION • SUNWEST MILLING COMPANY 507 BANNIOCK ST. BIQGS, CALIFORNIA al in SHEET TITIN STRUCTURAL COVER SHEET D DRAWING STATUS CD SET PERMIT RE -SUBMITTAL al in REVISIONS Sym Description By Date 1 PLAN' CHECK #1 LVF 0/29/12 D Drawn By Checked By Date Drawn Scale Job No. PER11T LVF LVF 3/29/12 NONE 10-5364.20 In SHEET No. S110 STRUCTURAL COVER SHEET S120 SPECIAL INSPECTION NOTES S210 FOUNDATION PLAN 1 S310 TILT -UP PANEL ELEVATIONS S320 TILT -UP PANEL ELEVATIONS S410 TYPICAL FOUNDA11ON DETAILS S420 STRUCTURAL DETAILS S430 STRUCTURAL DETAILS D D D Copyright © 2012 M Ideee deebr�. arrangements and plena Fxicated ar repraesrrbed by Uia ctawitp are owned by, and the property of, NICHOLS, Mf] BURG and ROSSE70 and were created &M%d and N" erbpW d b a and In 0m)xcflm Baa OW be LxW by, or dedoeed m any parson ffm or carporatbn for anypttpoee whataoerer W#OA the w bm psmileabn of NCHOLS, MaAM and RosSETTo. II�O TO ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 (530) 891-1710 (530) 891-5448 FAX httq//Www,nmrdesign.com D D CONSULTANTS 9? 0ESS14 w t- NA o N EXP. 3-31-13 y s�, SlR(JCTURP� �Q' qTF �F CALIV al In LICENSE STAMPS PROJECTIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiLmi I A PROPOSED WAREHOUSE EXPANSION • SUNWEST MILLING COMPANY 507 BANNIOCK ST. BIQGS, CALIFORNIA al in SHEET TITIN STRUCTURAL COVER SHEET D DRAWING STATUS CD SET PERMIT RE -SUBMITTAL al in REVISIONS Sym Description By Date 1 PLAN' CHECK #1 LVF 0/29/12 D Drawn By Checked By Date Drawn Scale Job No. PER11T LVF LVF 3/29/12 NONE 10-5364.20 In SHEET No. 7 SPECIAL INSPECTIONS 7.0 SPECIAL INSPECTION: 7.1.1 GENERAL THE OWNER SHALL EMPLOY A SPECIAL INSPECTOR DURING CONSTRUCTION ON THE PHASES OF WORK LISTED IN SECTION 7 AND THE FOLLOWING TABLES, THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE HIS COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF A PARTICULAR TYPE OF CONSTRUCTION OR OPERATION, THE CONTRACTOR SHALL SUBMIT A STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK FOR EACH ITEM REQUIRING SPECIAL INSPECTION OR TESTING, THE STATEMENT SHALL CONTAIN THE FOLLOWING: 1. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED WITHIN THE TESTING AND INSPECTION SECTIONS OF THE CONSTRUCTION DOCUMENTS, 2. ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL 3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS, 4. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION, 7.1.2 REPORTS: THE SPECIAL INSPECTOR SHALL KEEP RECORDS OF INSPECTIONS AND FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE REPORTS SHALL INDICATE THAT THE WORK INSPECTED WAS OR WAS NOT DONE IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS, DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, IF NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK, A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED AT A TIME AGREED UPON BY THE PERMIT APPLICANT AND THE BUILDING OFFICIAL PRIOR TO THE START OF WORK, 7.2 STEEL: SEE METAL BUILDING PROJECT NOTES ON SHEET E1 FOR TESTING REQUIREMENTS FOR HIGH STRENGTH BOLTS AND OTHER REQUIRED STEEL INSPECTIONS, 7.3 CONCRETE CONSTRUCTION: INSPECTION AND VERIFICATION SHALL BE AS REQUIRED BY TABLE 1704,4. SPECIAL INSPECTION SHALL NOT BE REQUIRED FOR THE FOLLOWING: 1. ISOLATED SPREAD FOOTINGS OF BUILDINGS THREE STORIES OR LESS ABOVE GRADE PLANE THAT ARE FULLY SUPPORTED ON EARTH OR ROCK. 2. NONSTRUCTURAL CONCRETE SLABS SUPPORTED DIRECTLY ON THE GROUND, INCLUDING PRESTRESSED SLABS ON GRADE, WHERE THE EFFECTIVE PRESTRESS IN THE CONCRETE IS LESS THAN 150 psi. 3, CONCRETE PATIOS, DRIVEWAYS AND SIDEWALKS, ON GRADE, SAMPLES FOR STRENGTH TEST OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LESS THAN ONCE A DAY, NOT LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF CONCRETE, NOR LESS THAN ONCE FOR EACH 5000 SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS. ON A GIVEN PROJECT, IF TOTAL VOLUME OF CONCRETE IS SUCH THAT FREQUENCY OF TESTING REQUIRED ABOVE WOULD PROVIDE LESS THAN FIVE STRENGTH TESTS FOR A GIVEN CLASS OF CONCRETE, TESTS SHALL BE MADE FROM AT LEAST FIVE RANDOMLY SELECTED BATCHES OR FROM EACH BATCH IF FEWER THAN FIVE BATCHES ARE USED. WHEN TOTAL QUANTITY OF A GIVEN CLASS OF CONCRETE IS LESS THAN 50 CUBIC YARDS, STRENGTH TESTS ARE NOT REQUIRED WHEN EVIDENCE OF SATISFACTORY STRENGTH IS SUBMITTED TO AND APPROVED BY THE BUILDING OFFICIAL 72.1 MATERIALS: IN THE ABSENCE OF SUFFICIENT DATA OR DOCUMENTATION PROVIDING EVIDENCE OF CONFORMANCE TO QUALITY STANDARDS FOR MATERIALS IN ACI 318 CHAPTER 3, THE BUILDING OFFICIAL SHALL REQUIRE TESTING OF MATERIALS IN ACCORDANCE WITH THE APPROPRIATE STANDARDS AND CRITERIA FOR THE MATERIAL IN ACI 318 CHAPTER 3. WELDABILITY OF REINFORCEMENT, EXCEPT THAT WHICH CONFORMS TO ASTM A 706, SHALL BE DETERMINED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318 SEC11ON 352. CERTIFIED MILL TEST REPORTS SHALL BE SUBMITTED FOR EACH SHIPMENT OF REINFORCING USED IN CONCRETE WHERE ASTM A 615 REINFORCING IS USED TO RESIST FLEXURAL, SHEAR AND AXIAL FORCES IN CONCRETE INTERMEDIATE FRAMES, SPECIAL MOMENT FRAMES AND SPECIAL SHEARWALLS, THE ACTUAL YIELD STRENGTH OF THE REINFORCING SHALL BE LESS THAN 78 ksi AND THE ACTUAL TENSILE STRENGTH SHALL BE MORE THAN 1.25 TIMES THE ACTUAL YIELD STRENGTH. TABLE 17044 REQUIRED VERIFICATION AND INSPECTION OF CONCRFTF CnNSTRI Ir.TInN VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCE STANDARD IBC REFERENCE 1. INSPECTION OF REINFORCING STEEL, INCLUDING X ACI 318: PRESTRESSING TENDONS, AND PLACEMENT. -- 3.5,7.1-7.7 1913.4 2. INSPECTION OF REINFORCING STEEL WELDING IN X AWS D1.4, ACCORDANCE WITH TABLE 1704,3, ITEM 5B. ACI 318: 3.5.2 -- 3, INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE WHERE XACI 318: 1911.5, ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE 8.1.3 & 21.2.8 STRENGTH DESIGN IS USED, 19121 4. INSPECTION OF ANCHORS INSTALLED IN HARDENEDACI CONCRETE _ X 318: 3,8.6, 1912.1 8.1.3, 21.2.8 5. VERIFYING USE OF REQUIRED DESIGN MIX. -- x ACI 318: CH. 4,52-54 1904.2.2, 1913.2, 1913.3 6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND X ASTM C 172 AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE ASTM C 31 1913.10 OF THE CONCRETE ACI 318: 5.6, 5.8 7. INSPECTION OF CON FOR PROPER APPLICATION ACI 318: 5,9, 5,10 1913,6, 1913.7, 1913.8 8. INSPECTION OF MAINTENANCE OF SPECIFIED CURING X TEMPERATURE AND TECHNIQUES. _ ACI 318: 5.11-5.13 1913.9 9, IN TRESS CONCRETE A. APPLICATION OF PRESTRESSING FORCES. _- ACI 318: 1820 B. GROUTING OF BONDED DONS IN Z)- THF- E -RESISTING SYSTEM. -- 10, ERECTION OF PRECAST CONCRETE MEMBERS ACI 318: CH. 16 -- 11, VERIFICATIO TGTHOO STRESSING ONO=NPOS�TENSIONED AND PRIOR TO REMOVAL OF SHORES AND ACI 318: 6.2 -- BEAMS A 12, INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED, X ACI 318: 6,1,1 -- � D Copyright © 2012 Au Ideas, deeps, aaangeno to and plana hd1mted or reprem* by ft dewft are oared by, and the prt�perty Of, NICHOLS, Ma BURG and ROSSM end were seabed evolved and ,or ==aner�pmrals or plan lahel berojw um wy �taoerer W&,L tdb&eed� the « corporatbn far enyptfpoe� and R06SETT0, of NICF�016, MELBIJR \ TED T 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 (530) 891-1710 (530) 891-5448 FAX http://Wmnmrdesign,com Dr- -CONSULTANTS Q�pFESS/pN\ q A �� i N EXP. 3-31-13 y OF CALIE��� D LICENSE STAMPS PROJECT NAME A PROPOSED WAREHOUSE EXPANSION FOR "UNWE"T 'QD %jD M � L L � N�'M COMPANY 507 BANNVOCK ST. 81004 CALIFORNIA D SHEET TITLE SPECIAL INSPECTION NOTES D � DRAWING STATUS CD SET PERMIT RE -SUBMITTAL D 1 REVISIONS Sym. Description By Date ....1\ PLAN CHECK #1 LVF 3/29112 PERMIT 4_____�� " . C. E_ (�_ �� 7-- .7, ....�J tra= - Drawn By Checked By Date Drawn Scale Job No. aC D o� LVF LVF 3/29/12 NONE 10-5364.20 SHEET No. S120 z 0 LL I 0 N i C' �3 N N N c\T odr(7) x (15 0 s bS x Z m X 'v M N O 00 H — 'v Cl) N M N v _o co N 'v r M N C'7 N C,1 Nm � FOUNDATION PLAN SCALE: 1/16"=Y-0" FOUNDATION NOTES 1. SEE GENERAL STRUCTURAL NOTES ON SHEET S110 FOR ADDITIONAL INFORMATION, 2, DIMENSIONS ARE FROM CENTERLINE OF COLUMN, OR FACE OF STUD, TYP. U.O.N. 3. TYPICAL SLAB ON GRADE TO BE 6" THICK, REINF, w/ #4 @ 16" oa 2" CLEAR FROM TOP OF SLAB, OVER 6" FREE DRAINING GRAVEL SEE SHEET S410 FOR TYPICAL FOUNDATION DETAILS. a e in Copyright © 2012 AI kleeA dmors anurgamft and phm hdcated or represented Mft ELBURG and am ownW ROSSMO end we aeaW exkW and dwebPe&& klea% deeoA affanW errts or plain &W be LeW by, or dwbeed to any persal itm ar corpaatbn far eny ppuuppooeeee wtstamw without the written pemiesbn of tJI AS, MELf3tlRG and ROSSEU0, 4. INDICATES FOOTING SIZE, SEE SCHEDULE -IDMW FT_ INDICATES ELEVATION @ TOP OF FOOTING RELATIVE TO TOP OF SLAB, -1'-0" TYP., U,O.N, F_ __� \'� LU2 Tit INDICATES METAL BUILDING COLUMN, L J SEE METAL BUILDING DRAWINGS Pi TRC 0 L S 5, m E INDICATES #4 HAIRPIN WITH 5'-0" LONG LEGS I1�� TO 6, DATUM ELEVATION = TOP OF SLAB = + 0'-00" (SEE CIVIL DRAWINGS) ARCHITECTS + ENGINEERS 7, s — - — s INDICATES STEP IN FOOTING, SEE 5/S430 555 MAIN STREET, SUITE 300 .� --. -- CHICO, CA, 95928 8. SEE GEOTECHNICAL ENGINEERING REPORT PER GENERAL NOTE 2.1 (530) 891-1710 (530) 891-5448 FAX ON S110 FOR ADDITIONAL REQUIREMENTS AND RECOMMENDATIONS. http://www.nmrdesign,com CONSULTANTS SP FOO'IING SCIMDULE-.0FESS/4 A- Go Fy MARK SIZE DEPTH "D" REINFORCEMENT F1 4-0" SQ. 24" 5- #5 EA, WAY T,&B, F2 6-0" SQ. 24" 7- #5 EA. WAY T,&B, F3 4'-0" SQ. 36" 6- #5 EA. WAY T.&B. F4 6'-0" SQ. 36' 8- #5 EA, WAY T.&B, F5 7-0" SQ. 36 9- #5 EA. WAY T,&B, F6 1 &-0" SQ. j 36 j 11- #5 EA. WAY T.&B. W NAD Z N EXP. 3-31-13 co) ;0 it SrRUCN�P� �P 4TFOF- CAI.1FO�� e a LICENSE STAMPS e in PROJECT NAME Q PROPOSED WAREHOUSE EXPANMON FOR SUNWEST MILLING COMPANY 507 BANNOCK ST. BIGQS, CALIFORNIA al In SHEET TITLE FOUNDATION PLAN al In DRAWING STATUS CD SET PERMIT RE -SUBMITTAL mi In REVISIONS Sym Description By Date ....1\ PLAN CHECK 01 LVF 3/29/12 oho o Drawn By LVF Checked By LVF Date Drawn 3/29/12 Scale 1/16n=1' -0n °amu; Job No. 10-5364,20 SHEET No. S210 e a In F__1 28'-0' T,26'-0' 126'-0' 26'-0' 26'-0' 26'-0' 26'-0' 26'-0' (8 (7� �6� �5� �4� ��1 - 3/4" JT �i �1 #5 @ 8" oa VERT- & #5 @ 8" o.c. HORIZONTAL, TYP, 23'-4' 23'-4' 35715" STEPPED FOOTING SEE 5/S430, TYP, NOTES: I SEE SHEET S110 FOR TILT -UP PANEL NOTES, 2. FOR TYP, PANEL REINF. NOT SHOWN SEE PANEL O PANEL ELEVATION AT LINE 'J' 23'-4' r12 vvvr� L_L_vL_L_u i PIT WALL, TYP. 23'-4' H"7 L/ V v v L -LV �_ IG V.V. (FROM STEM WALL & PANEL INTO DOCK LEVELER WALL) TYP, 6 LOCATIONS ► i � ice— 3/4" JT 1 ILVI-vvl-v I I I v✓lv AT DOCK LEVELER SCALE vW = Y-0" 23'-4' L i 1V1 1 LV I VV 111 V\.A PANEL ELEVATION AT LINE 'P sCALE vf' = Y -V 23'-4' n iv O ,ort= V z T.O, PANEL EL = 20'-0" S PEM.11T #-131 L 'j-, TIK_' D, -E 7VS � Yom• a e In Copyright © 2012 AD ideas, deet M arra►gernerrts and plane Indoated theor represented ME -BURG emend ROSSETTO end were or of,�aaoNed ands Mane of aneloped d ideause s dasOA ar an0emerda or plane shel be used N or dsclosed to any person firm ar oorporatbn far any purpose whetaosw without the When penrlsabn Of PNCHOLS, MELBURG and ROSSEFrO. I1�0 TO ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 (530) 891-1710 (530) 891-0138 FAX http;//www,nmrdesign,com CONSULTANTS QRpFESS/0'46 A. GoNs Fye CTVRP� .� q�F OF'CAL a a LICENSE STAMPS ARCh'i * No. C26804 ' OF CAS-�FCQ PROJECT NAME A PROPOSED WAREHOUSE EXPANSION • I' SUNWEST III NG COO MPANYI 507 BANNOCK 3T. BIGQS, CALIFORNIA al In SHEET TITLE TILT -UP PANEL ELEVATIONS al In DRAWING STATUS CD SET PERMIT RE -SUBMITTAL al In REVISIONS Sym Description By Date e a Drawn By DAR Checked By I Date Drawn 1 3/29/12 Scale 1 1/8"=1'—Ott Job No. 10-5364.20 mi In SHEET No. u•i S310 4' S,J, h TO, PANEL Y EL = 20'-9' � %^ n/,N ^ (E) BUILDING / 26'-0' V 26'-0' 26'-0' 0 VCC J/ V'+OV, I Ir. DROPPED FOOTING CONC, STEM WALL T,O��, PANEL X4,_0" 39'-6' 26'-0' NOTES: 1. SEE SHEET S110 FOR TILT -UP PANEL NOTES, 2. FOR TYR PANEL REINF. NOT SHOWN SEE PANEL O 26'-0' y 26'-0' #4 x 4-0" TYR PANEL ELEVATION AT LINE 'C' - r P11VCL r%I LIIVC J NOTES: 1. SEE SHEET S110 FOR TILT -UP PANEL NOTES, 2. FOR TYR PANEL REINF, NOT SHOWN SEE PANEL 17 TYR PANEL ELEVATION AT LINE '3' 1 SCALE 1/8° = Y-0"' 0 39'-6' 3/4" JT TYP UNO 26'-0' 16 NOTES: 1, SEE SHEET S1.1 FOR TILT -UP PANEL NOTES, 2. FOR TYR PANEL REINF. NOT SHOWN SEE PANEL O T.O. PANEL EL = 14'-U' PANEL ELEVATION AT LINE '8' SCALE 1/8' = Y-0" 28'-0' a o 0 Copyright © 2012 M ldeea deebm ertenger,>aft and plans hdceted « rapreeenbed by ft drewhp ere owned by, and the properly of, WICHOLS, MELBURG and ROSS070 end ware created erot ad end mwilled Rood h a of such UNA do8bM or pler shell be umdd N or dedosed to env person firm or corporatbn for any ppalfmpomee "MieteMW wflhout the writben permission of MCHOLS, MEL8LIRG and ROSSETTO, If�O TO ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 (530) 891-1710 (530) 891-0138 FAX http://www,nmrdesign.com CONSULTANTS QSOFESS/gNq O � z Ld IN 021 W N EXP. 3-31-13 Co ;v •k s sTRUCN�Pv \� lqT� CF CAL%FO�� e in LICENSE STAMPS 4�C ARCh'i c� A• RO(�� TF Na C26804 A(9 -so, OF CA�-�F o a PROJECT NAME Q PROPOSED WAREHOUSE EXPANMON FOR SUNWEST MILLING COMPANY 507 BANNOCK 3T. MGM% CALIFORNIA Mi 0 SHEET TITLE TILT -UP PANEL ELEVATIONS al In DRAWING STATUS CD SET PERMIT RE -SUBMITTAL 01 1 In REVISIONS Sym Description By Date al In Drawn By DAR Checked By Date Drawn 3/29/12 `t ( Scale 1/811=11-011 - / -7 Job No. 10-5364,20 P ;'IT ff 1 a 7 SHEET No. DATE 6Y S320 a o in 0 1� 1,5 MAX, SLOPE J L PE B11NN, ADJACENT FOOTINGS NOTES: SEE PLAN AND GENERAL NOTES FOR EXCAVATIONS ADJACENT TO EXISTING FOOTINGS, TYP, REBAR LAP LENGTH BAR 2500 3000 40 60 40 60 SIZE #3 21 32 20 29 � REBAR LAP SCHED, 16 24 15 23 #4 28 42 25 38 DIAMETER IS 21 32 20 29 #5 34 51 32 47 . : ;' 26 39 25 37 #6 42 62 38 56 • •: :.a —`- 32 47 29 43 #7 60 90 55 82 • .. 46 69 42 63 #8 68 102 63 94 52 78 49 72 #9 77 115 71 106 59 89 55 81 #10 85 128 78 117 65 98 60 90 #11 94 141 86 128 72 108 67 99 �— CONC, fc IN psi F— BAR GRADE E— TOP BARS, TYP. (IN) E OTHER BARS, TYR (IN) NOTES; 1. INCREASE LAP LENGTHS 33% FOR LIGHT WEIGHT CONCRETE, AND AT FOUR BAR BUNDLES (WHERE 2 BARS LAP WITH 2 OTHER BARS), 2, TOP BARS - HORIZONTAL BARS PLACED WITH MORE THAN 12" OF FRESH CONC, CAST IN THE MEMBER BELOW THE BARS, 8' 1 --x— #4 CONT, SLAB EDGE SLAB STEP 6" CONC, CURB #3 24" ac, 6" #4 CONT, LEAVE ROUGH 'o 5/8" - 1/4" . •4 #4 CONT, 12' CURB S.A.D. #4 x 4'-0" DOWELS 1/4" WIDE x 1/5 DEPTH &-0" o,c,OF SLAB TOOL JOINT LjQ .� •e• .• e � e' . e #4 CONT, TYR 1 1/2" x 3 1/2" x 12" 1'-0" ol 12' KEY @ 36" oa #3 (L9LF_) @ 18" oa CONSTRUCTION JOINT HOUSEKEEPING PAD CONTROL JOINT NOTES: 1. SLAB SHALL BE PLACED ON PREPARED SUBGRADE PER SOILS REPORT, 2, MIN, REINF, SHALL BE PER FOUNDATION NOTE #3 ON S210, 3, CONTROL JOINTS SHALL BE SPACE AT A MAXIMUM OF 36 TIMES SLAB DEPTH IN EACH DIRECTION, A1I'ID) • �� I 1 I"I( ��I °\ID),I �( IDIS I I (�)��) OF FTG, TOP OF FT'G, FOR CONCRETE TYPICAL I"I( •�I SI \I: ON (GRADE It) I' I III It SCHED, U.O.N. FOR C,M,U,: SEE -- � REBAR LAP SCHED, Z( c SLAB AN I, \IUOUS END & INTERSECTION STANDARD HOOK • PER 2/S410 BA, LEG LENGTH E GT H P RR4/S410� Q n SECTMll V 9A=A! STANDARD HOOK PER 2/S410, TYP, 1800 900 MIN, INSIDE BAR SIZE BEND 0 "D" #3 - #8 6d #9 - #11 8d #14 & #18 10d LO CIO 0 d N x O T A 900 135 ° & 180 ° MIN. INSIDE BAR SIZE BEND 0 "D" #3 - #5 4d #6 - #8 6d STANDARD BAR HOOKS & BENDS 11 TYPICAL STIRRUPS & TIES & DOWELS THRU THIS PORTION OF FTG, TOP OF FT'G, FOR CONCRETE DOES NOT EXCEED &-0" SEE REBAR LAP SCHED, U.O.N. FOR C,M,U,: SEE ,. � REBAR LAP SCHED, Ile 6 11 1� d •' - .A 16 ga MIN, TIE WIRE TYP1CAL TYPICALFUMP HOUSE SE I OOI II\(1 g I 1 d I"I( aI w(e)) z Em Iy 1: 4 I I' I (�)I ID) �� I I(�)\ I �� ID) •\IL' It) ISI' I:� \I� I I(�)(�)I�� �� It) I:�I:�\ I�)� • TOP OF SLAB NO PENETRATION ALLOWED — I MIN, ,I PRIOR TO CASTING FTG, PLACE THRU THIS PORTION OF FTG, TOP OF FT'G, AROUND SLEEVE SLURRY TO DOES NOT EXCEED &-0" .. ,. INSIDE SLEEVE d •' - .A •� Cl) DIAMETER IS .—• PIPE OUTSIDE :. :d • . : ;' co DIAMETER +2" �. .' : o a O o SEE NOTE BELOW — • •: :.a —`- � • • 'a. ♦ Cl) • .. MIN, 1 •' .•< ° o MIN, IB A 1 2'-0' 2 11IV L/\Vr%v 111 IV IN ALLOWED BELOW THIS LINE EXTEND OVER FULL WIDTH OF FT'G, ELEVATION SECTION DIMENSIONS: A = PIPE SPACING TO BE 15 TIMES MAX, DIAMETER OF ADJACENT SLEEVES, 2" MIN. B = T-0" MIN,, TYP. NOTE: SLEEVE NOT REQUIRED AT ELECTRICAL & DATA CONDUIT WELD MUST DEVELOP 125% OF BAR'S YIELD STRENGTH IN TENSION WELDING OF REINF, SHALL BE IN ACCORDANCE w/ AWS D14-98 COUPLER MUST DEVELOP 125% OF BAR'S YIELD STRENGTH IN TENSION SPLICE IN ADJACENT BARS SHALL BE STAGGERED 30" o e n Copyright © 2012 M ideas, design, arranpernanfs and plum hckated or represented MEOLM and ROSSE am 0 end was aeated ewlw)d ands dweloped Nbre of arms b9a% dmihs, aanargw ar ple &W be used by, or dwbwd to any peraati frm a carporafbn far awpt�poee whatsoew without the written pem�ion of NIC 6O MELBIhiG and ROSSIM0, ll ' O T O ARCHITECTS + ENGINEERS 300 KNOLLCREST DRIVE REDDING, CA, 96002 (530) 222-3300 (530) 222-3538 FAX http://www,nmrdesign,com CONSULTANTS QRpf ESS/0't O Av����C'a A. GGNS � z W .,-b EXP. 3-31-13 qTF GF CAL�F��� a a LICENSE STAMPS PROJECT NAME A PROPOSED WAREHOUSE EXPANSION • S`UNWES':�T M � L L � W"I COMPANY 507 BANNOCK ST. BK S, CALIFORNIA al in SHEET TITLE TYPICAL FOUNDATION DETAILS & SECTIONS a in DRAWING STATUS CD SET PERMIT RE -SUBMITTAL a n REVISIONS ICC Sym Description By Date APPROVED COUPLER 1/8 ILI FULL PENETRATION MECHANICAL • DENOTES FULL PEN ARC al In ARC WELDED BUTT COUPLER WELDED BUTT SPLICE OR SPLICE MECHANICAL COUPLER1560 x4oDrawn By LVF Checked By LVF NOTE CONTRACTOR'S OPTION AS TO WHICH TYPE OF SPLICE SHOWN IS USED f / Date Drawn 3/29/12 ;�3/ — /77 Scale AS NOTED Job No. 10-5364,20 e r. E �' F�z SHEET No. S410 in I MIN, ,I PRIOR TO CASTING FTG, PLACE FTG, SHALL BE STEPPED LEAN CONCRETE SLURRY SO THAT CONC, FILL AROUND SLEEVE SLURRY TO DOES NOT EXCEED &-0" EXTEND OVER FULL WIDTH OF FT'G, ELEVATION SECTION DIMENSIONS: A = PIPE SPACING TO BE 15 TIMES MAX, DIAMETER OF ADJACENT SLEEVES, 2" MIN. B = T-0" MIN,, TYP. NOTE: SLEEVE NOT REQUIRED AT ELECTRICAL & DATA CONDUIT WELD MUST DEVELOP 125% OF BAR'S YIELD STRENGTH IN TENSION WELDING OF REINF, SHALL BE IN ACCORDANCE w/ AWS D14-98 COUPLER MUST DEVELOP 125% OF BAR'S YIELD STRENGTH IN TENSION SPLICE IN ADJACENT BARS SHALL BE STAGGERED 30" o e n Copyright © 2012 M ideas, design, arranpernanfs and plum hckated or represented MEOLM and ROSSE am 0 end was aeated ewlw)d ands dweloped Nbre of arms b9a% dmihs, aanargw ar ple &W be used by, or dwbwd to any peraati frm a carporafbn far awpt�poee whatsoew without the written pem�ion of NIC 6O MELBIhiG and ROSSIM0, ll ' O T O ARCHITECTS + ENGINEERS 300 KNOLLCREST DRIVE REDDING, CA, 96002 (530) 222-3300 (530) 222-3538 FAX http://www,nmrdesign,com CONSULTANTS QRpf ESS/0't O Av����C'a A. GGNS � z W .,-b EXP. 3-31-13 qTF GF CAL�F��� a a LICENSE STAMPS PROJECT NAME A PROPOSED WAREHOUSE EXPANSION • S`UNWES':�T M � L L � W"I COMPANY 507 BANNOCK ST. BK S, CALIFORNIA al in SHEET TITLE TYPICAL FOUNDATION DETAILS & SECTIONS a in DRAWING STATUS CD SET PERMIT RE -SUBMITTAL a n REVISIONS ICC Sym Description By Date APPROVED COUPLER 1/8 ILI FULL PENETRATION MECHANICAL • DENOTES FULL PEN ARC al In ARC WELDED BUTT COUPLER WELDED BUTT SPLICE OR SPLICE MECHANICAL COUPLER1560 x4oDrawn By LVF Checked By LVF NOTE CONTRACTOR'S OPTION AS TO WHICH TYPE OF SPLICE SHOWN IS USED f / Date Drawn 3/29/12 ;�3/ — /77 Scale AS NOTED Job No. 10-5364,20 e r. E �' F�z SHEET No. S410 in •❑ 01 10 Copyright © 2012 AN beeA age, am-gerrente and plans hdmted or r premed by ft MELBl.1RG�end ROSSETTO are amied end were aeewtied endand to pDperty af, s Noneof�t h bmA deeUm wm gerrents or pler ahel bpe Load by, or dwbeede w%tatem" WftLdm the wtben pemieslon of NQ -M MEL8LJRG end ROSSETTO. I� O T O ARCHITFICTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 (530) 891-1710 (530) 891-0138 FAX http://www,nmrdesign.com 0 a CONSULTANTS �,�,oFESS/pNA. GpNs� F.y x W t— ' Nb. 100Z4 c' �T N EXP. 3-31-13 %P% NRPB. �Q �TFOF CAL�F�R/ 0 0 LICENSE STAMPS a 0 PROJECT NAME A PROPOSED WAREHOUSE EXPAMMON FOR SUNWEST MILLING COMPANY 507 BANNOCK ST. BK S, CALIFORNIA 01 In SHEET TITLE STRUCTURAL DETAILS 01 10 DRAWING STATUS CD SET PERMIT RE -SUBMITTAL 01 11a REVISIONS Sym Description By Date S1 PLAN CHECK flLVF 3/29/12 a In Drawn By D A R Checked By Date Drawn 1 3/29/12 Scale I AS NOTED Job No. 10-5364.20 el In SHEET No. S420 a o v Login Name, DAR Plot Data April G2, 2012 ' 12,34 pm Fre Nama S,\Awork\10-5364 &&West Milling Model\Drawings\Warehouse E)pansion\10-5364_SurwestE)p_S430—SDET.dwg XREFS X-TrrL a v ® cv a n n e io iv ip id nI i ca n a o n n a i I"1 n 1171 0 f.rr7CL r, r-. r 0 02 m e N J / Q f Z�@ ZLu IT -X o a Copyright © 2012 M ldeaa deeUns, ft ftI rents end plans hdmWof, or= MELBBURGG amend RROSSMO were a wo ed &S' developed for use on, end h oo Ordon Wth the epedAed protect None of such bmA dm#A erraroerrrenta or plane she! be used bS, or dedoeed to ery pereor� firm a carpaatbn far ery purpoee whateoe w without the wrRten perrriaebn of MCHOLS, MFIBURG end ROSSEffO. N R m E Ifs 0e T ARCHITECTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http://www.nmrdesign,com CONSULTANTS �Rpf ESS/pN4\ O �If ��, a cobs <ti ,� A r it `S`TipVC,P�' �P OF CAL `FO�� 0 � LICENSE STAMPS al PROJECT NAM A PROPOSED WAREHOUSE EXPANSION F07;11 8`UNWE18`T M � L L � N�"3 COMPANY 507 BANNOCK ST. BIQGS, CALIFORNIA mi In SHEET TITLE STRUCTURAL DETAILS 01 In DRAWING STATUS CD SET PERMIT RE -SUBMITTAL mi In REVISIONS Sym Description By Date �- I—' Drawn By Checked By Date Drawn Scale =0 DAR 3/29/12 AS NOTED Job No. 10-5364,20 al 77777777771 SHEET No. S430 I sm @I __ ___ IN FOR PLUMBING WORK \ IN TP15 AREA SEE 1 3.. WG -1 a I t WC -1 j._...3 VTR 3" VTR 11/2 u I 2 �f 99 WG - likJ I' 3/4'nU1C-1 1u 34ii L_1 3 4n .... . m. WATER AND WASTE SERVICE CALCULATIONS DEBCFdrrW JOB NAME. SUNWESTWAR HOUSE EXPANSION PATE: f2f94/1i'. WATER OAS FIXTURETYPE NO, WASTE COLD WATER HOTWATER TOTAL COLD WATER PIPING ��®aa®aaaa�a� 2 HOT WATER PIPING WATER G FU TOTAL FU TOTAL FU TOTAL PU 9•114 HOSE WEB (FIRST) E 2.5 2.5 0 �.._ 24 VENT, VENT RISER VENT THRU ROOF t-irx NOSE BIBB (ADDITIONAL) 5_ ;I D 0 1 5 0 0 5 ... LAVATORY (HAND SINK) 1 - 2 015 1.5 0.75 1.5 2 2- WATER CLOSET, 1,28 TANK 2 1 4 8 2.5 5 0 1 0 5 TOTALS 90.0 9d.0 1,5 1d.5 EQUIVALENT COLD WATER FLOW RATE (GPT: 12 GPM ADDITIONAL DEMAND LOAD (GPM) 6 ti `GPM MATER HEATER PAN UNDER THE WATER HEATER SHALL BE PRESSURE AVAILABLE ATMAIN (PSI): 5IS'PSI WATER TIGHT AND DRAIN TO THE EXTERIOR OF THE BLJILDING. MINIMUM REQUIRED FIXTURE PRESSURE(PSI): 0 PSI P&` DRAIN SHALL BE TYPE I1/I COPPER, ELEVATION RISE (FT): �FT 3 PSI METER LOSS (PSI): 3 PSI PLIC PIPE AND FITTINGS SHALL FOR CONDENSATE DRAIN THAT eAcKFtaw PREVENTER LOSS (Psl): PSI ARE EXPOSED SHALL BE PROTECTED FROM UV DEGRADATION PER IAPMO STANDARDS IS 8-2006, ADDITIONAL LOSSES (Psl): O PSI Q EQUIVALENT PIPE LENGTH FROM METER TO MOST REMOTE FIXTURE (FT): 4013 FT FRICTION LOSS PRESSURE AVAILABLE (PSI}: - 14AO MAXIMUM ALLOWABLE FRICTION LOSS (PSV100 FT): 3,60 OTES WATER FLOW VELOCITY (FPS): 3.06 CALCULATED FRICTION HEAD LOSS (PS1/100 FT): 9,75 ii SANITARI' SEWER MINIMUM REQUIRET}'WATE PIPE SIZE (INCHES): 1.25 T V DWGS MINIMUM REQUIRED WASTE PIPE SIZE (INCHES), 2.5 (CALCULATIONS PER THE UPC/CPC) ARZTm O A CLEANOUT F4TRV 4 CD WATER PIPE SIZING CHART ._�.....m 41, AGO TO LANDSCAPE ...._._.�........._.....� .�....�..._a......._..�e..�....�....._........._.....�....� PIPE SIZES CAMULAM RASED ON LIMCPC APPENDIX A 3.. WG -1 a I t WC -1 j._...3 VTR 3" VTR 11/2 u I 2 �f 99 WG - likJ I' 3/4'nU1C-1 1u 34ii L_1 3 4n .... . m. 3/4"N$GW TO WH -1 ABOVE ENLARGED PLUMBING PLAN SCALE: 1/4%4-0' '� \.... .............. . .... .......................................... .................................... PI UMRING FLOOR PLAN SCALE: 1/8'=1'-0' 2 P1.01 0 t0:2 0 I 977 a5 24 10 ( 277 6.0 46 ..E 65 € 432 ... 5.4 tt8 PLUMBING LEGEND SY111111111M DEBCFdrrW VENT SOIL, WASTE OR SANITARY SEWER BELOW GRADE OR SLAB WATER OAS — VENT PIPING HW BTUH COLD WATER PIPING ��®aa®aaaa�a� 2 HOT WATER PIPING 3/4 nGD G GAS PIPING - PRESSURE NOTED CD CONDENSATE DRAIN PIPING 4.0 93 3/4 u1=4TR 9•114 9.255 E 97.7 45.._.. �.._ 24 VENT, VENT RISER VENT THRU ROOF t-irx 9 5a9 HW, HX, MR 27s 5.0 46 5V/V5 ... i ,..__,, SEE ARCHITECTURAL DRAWINGS .._.,,.. SEE CIVIL DRAWINGS !.._..,_ 2- 1,985 f 57.8 6.0 TSO 3/4"N$GW TO WH -1 ABOVE ENLARGED PLUMBING PLAN SCALE: 1/4%4-0' '� \.... .............. . .... .......................................... .................................... PI UMRING FLOOR PLAN SCALE: 1/8'=1'-0' 2 P1.01 0 t0:2 0 I 977 a5 24 10 ( 277 6.0 46 ..E 65 € 432 ... 5.4 tt8 PLUMBING LEGEND SY111111111M DEBCFdrrW VENT SOIL, WASTE OR SANITARY SEWER BELOW GRADE OR SLAB WATER OAS — VENT PIPING HW BTUH COLD WATER PIPING ��®aa®aaaa�a� 2 HOT WATER PIPING - 3/4 G GAS PIPING - PRESSURE NOTED CD CONDENSATE DRAIN PIPING P4TR PRESSURE AND TEM RATURE RELIEF PIPING —� GCO, FCO GRADE CLEAN OUT, FLOOR CLEAN OUT —® FD FLOOR DRAIN -+- -}4— POC POINT OF CONNECTION V, VR VTR VENT, VENT RISER VENT THRU ROOF W, WD WASTE, WASTE DROP HW, HX, MR HOT WATER HOT WATER DROP, HOT WATER RISER CW, CWD, CWR COLD WATER COLD WATER DROP, COLD WATER RISER 5V/V5 BALL VALVE IN VALVE BOX SAD SEE ARCHITECTURAL DRAWINGS S.CD SEE CIVIL DRAWINGS PIPING MATERIAL WASTE AND VENTS SMALL BE ABS PLASTIC, PVC DWV PLASTIC OR CAST IRON. ABOVE GROUND WATER PIPING SHALL BE TYPE M HARD COPPER TUBING. JOINTS SOLDERED WITH LEAD FREE SOLDER. CONDENSATE DRAINS AND P4T DRAINS SHALL BE TYPE M HARD COPPER TUBING. JOINTS SHALL BE SOLDERED WITH LEAD FREE OR 50/50 SOLDER SCHEDULE 40 PVC IS ACCEPTABLE. MINIMUM SLOPE SHALL BE 1/8" PER FOOT. _........ _..._.... ..............._.... ........ ...:::.:.........................................:: ................. .. I' i � f � FIXTURE CONNECTION SCHEDULE SYMM MXTUAE DESc onm VENT WATER OAS IWASTE R CT ID. CW HW BTUH WC ��®aa®aaaa�a� 2 a®aa®aaaa�■��s - 3/4 a��a�®aaaa�a■� L a� as®aaaa�a� 11/2 a�®aa®aaaaaa� - N4 a��®aa®aaaa®aI� HB HOSE BIBS - - - 3j4 1 - a.. Baa®a�■aa�a���■ � . .. Baa®a��a�■�� a��aa®a�aa�■a� WORKSHEET (WS -2]I Complia— fomn, and Wofthe,,ta from CA Build R G,en ;20 ERCENT REDUCTION WATER USE REV 0811012011 20 PERCENT REDUCTION WATER USE CALCULATION TABLE ���aa®aaaa�a�■ s�aa®aaaaaa� �s�■®aa®aaaa®�� s��aa®aaaaaa� as�aa®aaaa®ate ��■I�a®®aaaa��� a�aa®a�aa�a� s®aa�a�aa�a�s M�aa®a�a�a� a��aa�a�aa�a� NNINNNIIIIIIIINW- OTES FIXTURE CONNECTION SCHEDULE SYMM MXTUAE DESc onm VENT WATER OAS IWASTE R CT ID. CW HW BTUH WC WATER CLOSET, FT 2 3 - 3/4 - L LAVATORY 11/2 2 - N4 3/4 - HB HOSE BIBS - - - 3j4 1 - FIXTURE SCHEDULE WC -I GERBER DF -21-318 ULTRA DUAL -FLUSH PRESSURE -ASSIST TOILET, li" HIGH, ELONGATED 1b/ 1.1 GALLON PER FLUSH WATER CLOSET. CENTOCO 500STSCCSS OPEN FRONT SEAT LESS COVER HANDLE SHALL BE LOCATED ON THE SIDE OF THE WATER TANK WHICH IS FURTHEST FROM THE SIDE WALL. L -I GERBER 12-314 19" X 17" WALL MOUNTED LAVATORY WITH KOHLER 15199 -P -CP CORALAIS CHROME PLATED LAVATORY FAUCET WITH.5 GPM INSERT OUTLET AND NIGH TEMPERATURE LIMIT. SET FAUCET AT 110 DEGREES MAX- PROVIDE WITH GRID STRAINER AND PLUMBEREX 2002 WHITE P -TRAP AND NOT WATER SUPPLY COVER HB WOODFORD 24P-3/4 ANTI -SIPHON WALL HYDRANT WITH ROUGH CHROME FINISH W14-1 RHEEM 81VPICS 10 GALLON ELECTRIC WATER HEATER 120 VOLTS, 21400 WATTS.PROVIDE THERMAL EXPANSION PROTECTION AND SEISMIC STRAPPING. :...... .................. .... ..... � I 3 , 5m' TO METER (E) 3" CW I POC 0 191 1 11M Copy w M do" ■I■ 9 ■d 0M h*0d a;&1■id °�aanow awrNd e� ■d ri pip■' d RoeeETTn ■Id w.. `'''.��a�.d.d d■m an ■d h oa*dun rft ft speftd PCOA Non d �1► Id■E d■�I■ awrpnr�Y awn dd I* WW bye or b wp p■nironaaPforarm da�'NOM Wd N I CK 01�L S i \ s' r rs i 5,1S',—'E1'T_ 555 MAIN STREET, SUITE 300 CHICO, CA 95928 (530) 891-1710 (530) 891-0138 FAX ht4x/AVvwwmlyde8IgIn 'n CONSULTANTS PREPARED BY L.G. ELLIS PLUMBING, INC. Lic. 375658 8608—B Fruitridge Rd. Sacramento, CA 95826 (916) 383-5422 This drawing is base on current U.P.C. Codes EM I LICENSE STAMPS C44 �s CLASSIFICATION C-36 LICENSE N0. 375658 0F C ALF o��\P Ml PROJECT NAME Q PROPOSED WAREHOUSE EXPANVON FOR SUNWEST MILLING COMPANY 507 BANNOCK ST. BIGGS, CALIFORNIA 9 f i k I = SHEET TITLE PLUMBING FLOOR PLAN I� I DRAWING STATUS CD SET PERMIT SUBMITTAL If i I REVISIONS Sym. Description By Date 9 Plan check 3/21/12 �I 'ryDrawn By EDH �._. ............. Checked By is i PLr"IT" 1 - Date Drawn 12/12/11 Scale NOTED DATE I' Job No. 10-5364,20 ® R 1 SHEET No. P 1.01 P1.01 ELECTRICAL SYMBOLS SYMBOL DESCRIPTION DUPLEX RECEPTACLE 15A 120V +18" TO CENTER DOUBLE DUPLEX RECEPTACLE 15A 120V +18" TO CENTER 0 FLOOR OUTLET 15A 120V Od,+d DEDICATED CIRCUIT OUTLETS 15A 120V # DUPLEX 20A 120V +18" TO CENTER DUPLEX 15A 220V +18" TO CENTER V TELEPHONE OUTLET +18" TO CENTER 7 DATA OUTLET +18" TO CENTER V DATA AND TELEPHONE OUTLET +18" TO CENTER SINGLE POLE SWITCH, 20A 120-277V +44" TO CENTER $3 THREE-WAY SWITCH, 20A 120-277V +44" TO CENTER $4 FOUR -WAY SWITCH, 20A 120-277V +44" TO CENTER $M MOTION SENSOR $M DUAL RELAY MOTION SENSOR -INSTALL IN SINGLE GANG BOX osc CEILING MOUNT MOTION SENSOR S❑ MANUAL OVERRIDE SWITCHES PER TITLE 24 O JUNCTION BOX ® 2x4 RECESSED FLUORESCENT FIXTURE ® 2 TUBE FIXTURE ® 3 TUBE FIXTURE ® 4 TUBE FIXTURE SURFACE -MOUNTED FLUORSCENT FIXTURE (SEE ABOVE FOR DENIOTATION OF TUBES IN FIXTURE) CEILING MOUNT LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE 0 RECESSED CAN LIGHT FIXTURE []—o POLE MOUNTED LIGHT FIXTURE DISCONNECT SWITCH nJ FUSED DISCONNECT SWITCH, FUSE PER LOAD SERVICE NL DENOTES NIGHT LIGHT F==q DISTRIBUTION OR LIGHTING PANEL ® MAIN ELECTRICAL SERVICE ❑ EXHAUST FAN, BY MECHANICAL CONTRACTOR AC 1 MECHANICAL EQUIPMENT ❑ PP POWER POLE CIRCUIT IN FLOOR OR UNDERGROUND CIRCUIT IN WALL OR CEILING HOME RUN TO PANEL —FH— DENOTES NUMBER OF WIRES IN CONDUIT (NO MARKS = 1/2"C W/2#12CU) WP WEATHERPROOF TTB TELEPHONE TERMINAL BOARD (N) NEW (E) EXISTING Tc TIME CLOCK Pc PHOTOCELL C CONDUIT CO CONDUIT ONLY W WIRE GFI GFI GROUND FAULT INTERRUPTER EM INDICATES EMERGENCY BALLAST IN LIGHT FIXTURE INDICATES UTILAZTION OF MANUFACTURE INTERLOCKING WIRING DESIGN BUILD GENERAL NOTES 1. HARDWIRED CONNECTIONS: OBTAIN MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS, AND INSTRUCTIONS PRIOR TO CONNECTION. 2. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO THE ARCHITECTURAL OR CIVIL PLANS FOR DIMENSIONS AND EXACT LOCATIONS, VERIFY ROUGH IN ELEVATIONS WITH ARCHITECTURAL PLANS. 3. PRIOR TO ROUGH—IN, COORDINATE WITH GENERAL OR OWNER'S REPRESENTATIVE FOR EXACT LOCATION OF: a) FIXED EQUIPMENT CONNECTIONS b) FURNITURE SYSTEM'S POINT OF CONNECTION c) MILLWORK, INCLUDING ELEVATIONS. 4. CONDUCTOR SIZE ON PLANS INCLUDES ANY REQUIRED DERATE FOR LISTED FILL. OTHER COMBINATIONS SHALL BE AS FOLLOWS" a) #12 OR #10 BRANCH CIRCUITS: UP TO (2) "ROUND ROBINS" PER CONDUIT. b) OTHER FILLS: REFER TO CEC TABLE 310.15(B)(2)(a). 5. BRANCH CIRCUITS: "MC" CABLE MAY BE USED IN ACCORDANCE WITH CEC ARTICLE 330 AND WHERE ALLOWED BY SPECIFICATIONS. 6. VOLTAGE DROP HAS BEEN CONSIDERED FOR CONDUCTOR SIZES LISTED ON THESE PLANS. AS A GUIDELINE FOR ALTERNATIVE ROUTINGS, UPSIZE THE CONDUCTORS ON SIZE FOR THE FOLLOWING CONDITIONS: a) 120V CIRCUITS LOADED TO LESS THAN 50%, LONGER THAN 100' b) 120V CIRCUITS LOADED TO MORE THAN 50%, LONGER THAN 70' AND UP TO 110'. FIXTURE SCHEDULE -77 N�CLS XVII E =R (Cp 0 111 Wr �(Sffl AR CHITIECTS + F-NGINF- ERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 530) 891-1710 (530) 891-0138 FA; http: //www.nmrdesign.com D 0 CONSULTANTS 'Ad Bosley Electric COMPANY COMMERCIAL AND INDUSTRIAL SERVICE AND CONTRACTING 935 Arden Way (916) 568-5180 Sacramento, CA 95815 FAX (916) 568-5183 CA License No. 379245 NV License No. 0038979 or o LICENSE STAMPS THESE PLANS HAVE BEEN PREPARED BY BOSLEY ELECTRIC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WITH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO BE USED FOR THE PURPOSE OF BIDDING OR INSTALLATION BY ANY OTHER CONTRACTOR. PROJECT NAME A PROPOSED MAINTENANCE BUILDING FOR SUNWEST MILLING COMPANY 507 BANNOCK ST. BIGGS, CALIFORNIA 01 In SHEET TITLE ELECTRICAL COVER SHEET a n DRAWING STATUS CD SET PERMIT RESUBMITTAL 01 in REVISIONS Sym. Description By Date 0 I In Drawn By KAC Checked By Date Drawn 1 03/20/12 Scale I AS NOTED Bosley Job # I 2112-12 a o SHEET No. E-0.0.0 Principle Lighting Designers Declaration Statement LTG -3C CERTIFICATE OF COMPLIANCE (Page 1 of4 LTG -1C 0 This Certificate of Compliance identifies the lighting features and performance specifications required for compliance ALLOWED LIGHTING POWER (Choose One Method) elec m,e SUNWEST WAREHOUSE 3/19/2012 � The design features represented on this certificate of Compliance are consistent with the Information provided to document COMPLETE BUILDING METHOD -CONTINUED SPACES Project Address BIGGS Curate Zone 11 Bolding CFA 112 Unconditioned Floor Area 29400 0 General Information 916.5685180 Address: 935 ARDEN WAY License# Bolding type: ❑y Nonresidential ❑ Hi)jr-Rise Residmtiel ElHoteVM oral Guest Raom ❑ Schools ❑ RdocataWe Public ❑y Conditioned Spaces ❑y lkicondnioned Sp— schools Oty/Stale/Zip SACRAMENTO, CALIFORNIA, 95815 Date: 3119/2072 ]tera Ation PhaseolCorctructbn: ❑y NewCorreauctlon ❑ Addition EEl 0 Indicate location on bolding plans of Mandatory Measures Note Block: E-1.0.1 M ethod oTCompfance: COM PLETEBULOMG AREA CATEGORY TAILORED 0 0 Documentation Author's Declaration Statement 2]I certify that this Certificate of Compliance documentation is accurate and complete. 0 Adjusted Installed Lighting Powe Name: KIMBERLY CARBINE Signature: � 0 Complies if Installed < Allowed � Company: BOSLEY ELECTRIC COMPANY Lite: 3/19/2012 0 Installed Watts Address: g35ARDENWAY 29355.2 0 AREA WATTS E F 0 H NAME � OR Luminaire Description* � m m ITEM(I e., 31a fluorescent troffer, � � `-O lamp � .g 'um TAG F32T8, one dimmable ballasts) 3 � to 0 F 3 �2 x 2 V FlF]-D INSPECTOR" v! d li C 4' WRAP (2) F32T8 58 ❑ 0 ❑ 2 116 ❑ 0 C2 FLUORESCENT HIGHBAY 351 ❑ TOTALS 0 AREA 0 WATTS ❑ ❑ C2E FLUORESCENT HIGHBAY W/ EM BALLAST 351 ❑ 1Z ❑ 6 2106 ❑ ❑ K keyless 100 ❑ 1 R11 ❑ 1 100 ❑ ❑ El El 2008 Nonresidential Compliance Form Dec -08 Principle Lighting Designers Declaration Statement LTG -3C 0 I am eligible under Diasion 3 of the California Business and Professions Code to accept responsibility for the lighting design. DATE 0 This Certificate of Compliance identifies the lighting features and performance specifications required for compliance ALLOWED LIGHTING POWER (Choose One Method) with Title 24, pages 1 and 6 of the California Code of Regulations. D � The design features represented on this certificate of Compliance are consistent with the Information provided to document COMPLETE BUILDING METHOD -CONTINUED SPACES this design on the other applicable compliance forms, worksheets, calculations, pian and specifications submitted BUILDING CATEGORY WATTS PER COMPLETE (From Table 146-6) sq. ft. BLDG. AREA to the enforcement agency for approval with this building permit application. 112 m Nae: JOHN BOSLEY signature: 0 Company: BOSLEY ELECTRIC COMPANY Phone, 916.5685180 Address: 935 ARDEN WAY License# 379245 Oty/Stale/Zip SACRAMENTO, CALIFORNIA, 95815 Date: 3119/2072 Lighting Mandatory Measures 0 Indicate location on bolding plans of Mandatory Measures Note Block: E-1.0.1 - 0 0 0 Adjusted Installed Lighting Powe 0 0 Complies if Installed < Allowed � Luminaire (Type, LaBallasts) 0 Installed Watts 29400 29355.2 0 AREA WATTS E F 0 H NAME � OR Luminaire Description* � m m ITEM(I e., 31a fluorescent troffer, � � `-O lamp � .g 'um TAG F32T8, one dimmable ballasts) 3 � to 0 F 3 �2 x 2 V FlF]-D INSPECTOR" v! d li C 4' WRAP (2) F32T8 58 ❑ 0 ❑ 2 116 ❑ 0 C2 FLUORESCENT HIGHBAY 351 ❑ TOTALS 0 AREA 0 WATTS ❑ ❑ C2E FLUORESCENT HIGHBAY W/ EM BALLAST 351 ❑ 1Z ❑ 6 2106 ❑ ❑ K keyless 100 ❑ 1 R11 ❑ 1 100 ❑ ❑ El El El �# CEFP# El CT4y/State2yr SACRAMENTO, CALIFORNIA, 95815 El El Principle Lighting Designers Declaration Statement LTG -3C 0 I am eligible under Diasion 3 of the California Business and Professions Code to accept responsibility for the lighting design. DATE 0 This Certificate of Compliance identifies the lighting features and performance specifications required for compliance ALLOWED LIGHTING POWER (Choose One Method) with Title 24, pages 1 and 6 of the California Code of Regulations. D � The design features represented on this certificate of Compliance are consistent with the Information provided to document COMPLETE BUILDING METHOD -CONTINUED SPACES this design on the other applicable compliance forms, worksheets, calculations, pian and specifications submitted BUILDING CATEGORY WATTS PER COMPLETE (From Table 146-6) sq. ft. BLDG. AREA to the enforcement agency for approval with this building permit application. 112 m Nae: JOHN BOSLEY signature: 0 Company: BOSLEY ELECTRIC COMPANY Phone, 916.5685180 Address: 935 ARDEN WAY License# 379245 Oty/Stale/Zip SACRAMENTO, CALIFORNIA, 95815 Date: 3119/2072 Lighting Mandatory Measures 0 Indicate location on bolding plans of Mandatory Measures Note Block: E-1.0.1 - LIGHTING COMPLIANCE FORMS 8 WORKSHEETS (Check Box if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please r21 efer to the Nonresidential Manual published by the California Energy Commission. LTG -1-C, Pages 1 through 4 Certificate of Compliance -All Pages required on plans total/ submittals. L1LTG-2-C Lighting Controls Credit Worksheet. 0 LTG3-C Indoor Lighting Power Allowance. El LTG -4-C, Pages f through 4 Tailored Method Worksheet ❑ LTGS-C Line Voltage Track Lighting Worksheet INDOOR LIGHTING POWER ALLOWANCE LTG -3C PROJECT 10 ME DATE A ALLOWED LIGHTING POWER (Choose One Method) C D AREA CATEGORY (From Table 1460) COMPLETE BUILDING METHOD -CONTINUED SPACES AREA sq. ft. BUILDING CATEGORY WATTS PER COMPLETE (From Table 146-6) sq. ft. BLDG. AREA ALLOWED WATTS 112 67.2 0 0 Field Inspector ❑ 0 0 TOTALS AREA WATTS AREA CATEGORY METHOD -CONDITIONED SPACES (Page 2 of 4 DATE A B A B C D AREA CATEGORY (From Table 1460) WATTS PER sq. ft. AREA sq. ft. ALLOWED WATTS SUPPORT 0.6 112 67.2 0 0 Field Inspector ❑ 0 0 Lighting Control Credit Conditioned Spaces (from LTG -2C) Field Inspector ❑ 0 Lighting Control Credit Unconditioned Spaces (flour LTCr2C) - 0 0 0 Adjusted Installed Lighting Powe 0 0 Complies if Installed < Allowed � Luminaire (Type, LaBallasts) 0 Installed Watts 29400 29355.2 0 AREA WATTS E F 0 H NAME � OR Luminaire Description* � m m ITEM(I e., 31a fluorescent troffer, � � `-O lamp � .g 'um TAG F32T8, one dimmable ballasts) 3 � to 0 F 3 �2 x 2 V FlF]-D INSPECTOR" v! d li C 4' WRAP (2) F32T8 58 ❑ 0 ❑ 2 116 ❑ 0 C2 FLUORESCENT HIGHBAY 351 ❑ TOTALS 0 AREA 0 WATTS TAILORED METHOD - Total allowed watts for CONDITIONED spaces using the Tailored Method A separate set of LTG -4C forms shall be fined out for only CONDITIONED spaces UNCONDITIONED SPACES (Using either the Complete Building method of the Area category Method) (Page 2 of 4 DATE A B C D Complete Building and Area Category Methods WATTS PER CATEGORY (From 146 Tables 146-E & F) sq. ft. AREA sq. ft. ALLOWED WATTS HIGHBAY 1 29288 29288 SUPPORT 0.6 112 67.2 Installation certificate, LTG-14NST (retain a copy and verity form is complete and signed.) 0 Field Inspector ❑ Certificate of Acceptance, LTG-Z,A (retain a copy and verify form is complete and signed.) 0 Lighting Control Credit Conditioned Spaces (from LTG -2C) Field Inspector ❑ 0 Lighting Control Credit Unconditioned Spaces (flour LTCr2C) - 0 � The actual indoor lighting pother listed belowincludes all installed permanent and portable lighting systems in accordance with 146(a) 0 Adjusted Installed Lighting Powe � Only /or Vices: Up to the first 0.2 netts per square foot of portable fighting shall not be required to be Included in the calculation of actual indoor lighting power density ln accordance with the Exception to 146(a). Therefore, entries below for any office include all portable lighting in excess of 0.2 netts per square foot. 0 Complies if Installed < Allowed � Luminaire (Type, LaBallasts) 0 Installed Watts 29400 29355.2 TOTALS AREA WATTS AILORED METHOD -UNCONDITIONED SPACES Total allowed watts for UNCONDITIONED spaces using the Tailored Method A separate set of LTG4C fours shat be filed out for only UtdCOhArr10N®spaces 2008 Nonresidential Conpliance Forth CERTIFICATE OF COMPLIANCE (Page 2 of 4 DATE LTG -1C INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Fill in controls for all spaces: a) area controls, b) multiaeael controls, c) manual daylighting controls for daylit areas >250 ft2, automatic daylighting controls for daylit areas>2,500 112, d) shut-off controls, e) display lighting contras, 0 tailored lighting controls -general lighting controlled separately from display, ornamental and display case lighting I'RO.IE{;T hutME SUNWEST WAREHOUSE DATE 3/19/2012 Installed Lighting (from Conditioned LTG -1C Page 2) Watts Installation certificate, LTG-14NST (retain a copy and verity form is complete and signed.) Watts Field Inspector ❑ Certificate of Acceptance, LTG-Z,A (retain a copy and verify form is complete and signed.) 17064 Lighting Control Credit Conditioned Spaces (from LTG -2C) Field Inspector ❑ A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces Installed Lighting Power listed on this Lighting Schedule is only for. ❑ CONDITIONED SPACE ❑✓ UNCONDITIONED SPACE Lighting Control Credit Unconditioned Spaces (flour LTCr2C) - � The actual indoor lighting pother listed belowincludes all installed permanent and portable lighting systems in accordance with 146(a) Adjusted Installed Lighting Powe � Only /or Vices: Up to the first 0.2 netts per square foot of portable fighting shall not be required to be Included in the calculation of actual indoor lighting power density ln accordance with the Exception to 146(a). Therefore, entries below for any office include all portable lighting in excess of 0.2 netts per square foot. 17064 Complies if Installed < Allowed � Luminaire (Type, LaBallasts) Complies if Installed < Allowed Installed Watts Allowed Lighting PoweAllowed (from LTC -3C) A B C D E F G H NAME � OR Luminaire Description* � m m ITEM(I e., 31a fluorescent troffer, � � `-O lamp � .g 'um TAG F32T8, one dimmable ballasts) 3 � to HOW WATTAGE ❑ WASDETERMINED � m CEC DEFAULT ACCORDING E E FROM NAB to DO (dor e) Z 3 F 3 �2 x 2 V FlF]-D INSPECTOR" v! d li C 4' WRAP (2) F32T8 58 ❑ H ❑ 2 116 ❑ ❑ C2 FLUORESCENT HIGHBAY 351 ❑ R] ❑ 42 14742 ❑ ❑ C2E FLUORESCENT HIGHBAY W/ EM BALLAST 351 ❑ 1Z ❑ 6 2106 ❑ ❑ K keyless 100 ❑ 1 R11 ❑ 1 100 ❑ ❑ El El El El 0 El El El 11 1:1 El El El El 11 El El El 0 El El El El Li El PAGE TOTAL 17064 t3unorng total number of pages 1 Building total (Sum of all pages) Enter Into LTG -1 C Page 4 of 4 1 gg64 •Type ofluminaire (i.e.: surface, pendant holier); fornon-incandescent luminaires, indicate nominal lamp wattages and lamp type (I.e.: BuorescentlncandescentHlD);ballasttype(I.e.:eledronicormagnetic);numberoflampsandnumberofballastsperluminare. For incandescent luminaires, the luminaire wattage listed in column C shall be the maximim relamping rated wattage on apermanent factory - installed /abet on the luminaire, NOTthe wattage ofthe lamp (bulb) used in accordance with Section 130 (d)1. "IfFail the describe on Page 2 ofthe Inspection Checklist firm and take appropriate action to correct. l/edty building plans ifnecessary. 2018 Nonresidential Compliance Form Der -ember 2008 TITLE 24 MANDATORY MEASURES ro ❑ BUILDING LIGHTING SHUT—OFF The building lighting shut—off system consists of an automatic time switch, with a zone for each floor. ® OVERRIDE FOR BUILDING LIGHTING SHUT—OFF The automatic building shut—off system is provided with a manual accessible override switch in sight of the lights. The area of override is not to exceed 5000 square feet. ®AUTOMATIC CONTROL DEVICES CERTIFIED All automatic control devices specified are certified, all alternate equipment shall be certified and installed as directed by the manufacturer. FLUORESCENT BALLASTS AND LUMINAIRES CERTIFIED ® All fluorescent fixtures subject to certification and specified for the projects are certified. OC El El El 11 El El 11 El 13 IJ El 11 11 El 0 ®INDMDUAL ROOM/AREA CONTROLS Each room and area in this building is equipped with a separate switch or occupancy sensor device for each area with floor—to—ceiling walls. ® UNIFORM REDUCTION FOR INDIVIDUAL ROOMS All rooms and areas greater than 100 S.F. and more than .8 watts per square foot of lighting load shall be controlled with multi—level switching for uniform reduction of lighting within the room. ❑ DAYLIT AREA CONTROL All rooms that are greater than 250 square feet and contain windows and skylights, that allow for the effective use of daylight in the area shall 50% of the lighting power in each daylit area controlled by a separate switch; OR The effective use of daylight throughout cannot be accomplished because windows are continuously shaded by a building on the adjacent lot. Diagram of shading during different times of year is included on plans. CERTIFICATE OF COMPLIANCE (Page 3 of 4 LTG -1C azcuEcr NAME DATE SUNWEST WAREHOUSE 3/19/2012 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Fill in controls for all spaces: a) area controls, b) multiaeael controls, c) manual daylighting controls for daylit areas >250 ft2, automatic daylighting controls for daylit areas>2,500 112, d) shut-off controls, e) display lighting contras, 0 tailored lighting controls -general lighting controlled separately from display, ornamental and display case lighting and g) demand responsive automatic cont MANDATORY LIGHTING CONTROLS -FIELD INSPECTION ENERGY CHECKLIST FIELD INSPECTOR Type/Description Number of Units Location in Building Pass Fail DAYLIGHT SENSOR Indoor Lighting Power for Conditioned Spaces ❑ ❑ Installed Lighting (from Conditioned LTG -1C Page 2) Watts Installed Lighting (thin Unconditioned LTG -1C Page 2) Watts 17064 Lighting Control Credit Conditioned Spaces (from LTG -2C) Lighting Control Credit Unconditioned Spaces (flour LTCr2C) - Adjusted Installed lighting Power Adjusted Installed Lighting Powe 17064 Complies if Installed < Allowed � Complies if Installed < Allowed Allowed Lighting PoweAllowed (from LTC -3C) Lighting Powe (from LTG -3C) 29355.2 Required Acceptance Tests The folloudng Acceptance Forms shall be submitted to the building department before an occupancy perm! is granted for a nciMy constructed building or space. All Control devices serving the building "space shall be certified as meeting the Acceptance Requirements for Code Compliance. List all equipment requiring testing, and indicated required acceptance documents. A copy of each Acceptance form checked shall be given to the Field Inspector for filled and signature verification. Luminaires Controlled L7G-2A � a Y � E - c 2 o U Equipment Requiring Testing Description Controls and Sensors and Automatic trds Acceptance DayligMingConLi Location (SPECIAL FEATURES INSPECTION CHECKLIST (See Page 2 o1`4 of LTG4-C) The local enforcement agency should pay special attention to the items specified in this checklist. These items require written justification and documentation, and special verification. The local enforcement agency determines the adequacy of the justfication, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Field Inspector's notes or Discrepancies: 2008 Nonresidential Compliance Form December 2008 CERTIFICATE OF COMPLIANCE (Page 4 of 4) LTG -1C PROJECT NAME SLNM2"T WARB-KK15E DATE 3/19/2012 Conditioned and Unconditioned space Lighting must not be combined for compliance Indoor Lighting Power for Conditioned Spaces Indoor Lighting Power for Unconditioned Spaces Installed Lighting (from Conditioned LTG -1C Page 2) Watts Installed Lighting (thin Unconditioned LTG -1C Page 2) Watts 17064 Lighting Control Credit Conditioned Spaces (from LTG -2C) Lighting Control Credit Unconditioned Spaces (flour LTCr2C) - Adjusted Installed lighting Power Adjusted Installed Lighting Powe 17064 Complies if Installed < Allowed � Complies if Installed < Allowed Allowed Lighting PoweAllowed (from LTC -3C) Lighting Powe (from LTG -3C) 29355.2 Required Acceptance Tests The folloudng Acceptance Forms shall be submitted to the building department before an occupancy perm! is granted for a nciMy constructed building or space. All Control devices serving the building "space shall be certified as meeting the Acceptance Requirements for Code Compliance. List all equipment requiring testing, and indicated required acceptance documents. A copy of each Acceptance form checked shall be given to the Field Inspector for filled and signature verification. Luminaires Controlled L7G-2A � a Y � E - c 2 o U Equipment Requiring Testing Description Controls and Sensors and Automatic trds Acceptance DayligMingConLi Location El El El El El El 11 11 11 El El El Li El 2008 Nonresidential Compliance Form December 2008 a in C O 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 530) 891-1710 (530) 891-0138 jk*kk FA; http: //www.nmrdesign.com CONSULTANTS Bosley Electric COMPANY COMMERCIAL AND INDUSTRIAL SERVICE AND CONTRACTING 935 Arden Way (916) 568-5180 Sacramento, CA 95815 FAX (916) 568-5183 CA License No. 379245 NV License No. 0038979 a a LICENSE STAMPS uco� tor. 379245 THESE PLANS HAVE BEEN PREPARED BY BOSLEY ELECTRIC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WITH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO BE USED FOR THE PURPOSE OF BIDDING OR INSTALLATION BY ANY OTHER CONTRACTOR. PROJECT NAME A PROPOSED MAINTENANCE BUILDING FOR SUNWEST MILLING COMPANY 507 BANNOCK ST. BIGGS, CALIFORNIA all a SHEET TITLE INTERIOR TITLE 24 DOCUMENTATION or - DRAWING a STATUS CD SET TDA7E Ado "o PERMIT RESUBMITTAL a in REVISIONS Sym. Description By Date 1-01001 -7 7 Drawn By KAC Checked By Date Drawn 03/20/12 Scale AS NOTED Bosley Job # � 2112-12 El a SHEET No. E-1.0.1 a In CERTIFICATE OF COMPLIANCE Pa e 3 of 4 OLTG-1C PROJECT NAME DATE SUNWEST WAREHOUSE 3/192012 A. OUTDOOR LIGHTING ZONE OUTDOOR LIGHTING ZONE OLZ 1 � OLZ 2 OLZ 3 OLZ 4 Complete the information below if the default Outdoor Lighting Zone has been amended bythe local jurisdiction having authority (JHA) E] The site is a government designated park, recreation area, w ildtlfe perserve, or portions thereof, and has been designated as L22 or LZ3, h accordance with Table 14114a, because the site is contahed w i[hh such a zone. E] The local jurisdiction have authori(y has officially adopted a change to the State Default Lighting Zone and has notified the Energy Comrrisbn by providing the materials required h 1Q174(d) to the Executive Director. ❑ The adopted change is posted on the Energy Comrision w ebsde. B. ADDITIONAL LIGHTING POWER ALLOWANCE FOR ORDINANCE REQUIREMENTS Are additional lighting power allowances far ordinance in Table 147-C used? ❑ Yes s✓ No (from OLTG-2C Page 1 of 3) Complete the information below if additional lighting power allowances for ordinance requirements are used: ❑The betel jurisdiction having authority has officiary adopted specific outdoor light levels, which are expressed as average or minimum footcandle levels, by folbw ing a public process that allow ed for formal public notification, review and cormrent about proposed change. The tical jurisdiction having authority which adopted specific outdoor Tight levels and has notified the Commsbn by providing the follow ing materials required 10-114 to the Executive Director. C. ACCEPTANCE FORMS Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for the Lighting system, LTG -2A. The designer is required to check the acceptance tests and list 11 vi a control de ces serving the building or space shall be certified as meeting the Acceptance Requirements tot Code Compliance. /fall the lighting system or control of a certain type requires a fest, list all the different lighting and dth number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test Since this (orm Hill be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Forms can be grouped by the type ofLuminaire controlled. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a needy constructed building or space of when ever newlighting system With controls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The LTG -2A form is not considered a complete form and is not tho be accepted b y the enforcement agency unless the boxes are checked and/or filled and signed. In addition, A Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintainance information meet the requirements of s14103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copyof the LTG -2A for each different lighting luminaire control(s) must be provided ro the owner of the building for their records. Certificate of Acceptance Luminaires Controlled OLTG2A 18 Enter total into OLTG-1 C; Page 4 of 4; Row A; Lighting Power Allowance for General Hardscape: Additional lighting power allowance for ordinance requirements 0 Yes: AWA, LWA, and NVA from Table 147-a was used as appropriate for the Outdoor Lighting Zone Outdoor (from OLTG-2C Page 3 of 3) Ll1M INAIRE TYPE Y E J amental Lighting. Optional on plans. OOLTG-2-C (Page 2 of 3) Lighting Wattage Allowances for Per Application of Per Area. Optional on plans. � OLTG-2-C (Page 3 of 3) Additional Lighting Power Allowance for Ordinance Requirements. Optional on plans. CERTIFICATE OF COMPLIANCE Pa e 3 of 4 OLTG-1C PROJECT NAME DATE SUNWEST WAREHOUSE 3/192012 A. OUTDOOR LIGHTING ZONE OUTDOOR LIGHTING ZONE OLZ 1 � OLZ 2 OLZ 3 OLZ 4 Complete the information below if the default Outdoor Lighting Zone has been amended bythe local jurisdiction having authority (JHA) E] The site is a government designated park, recreation area, w ildtlfe perserve, or portions thereof, and has been designated as L22 or LZ3, h accordance with Table 14114a, because the site is contahed w i[hh such a zone. E] The local jurisdiction have authori(y has officially adopted a change to the State Default Lighting Zone and has notified the Energy Comrrisbn by providing the materials required h 1Q174(d) to the Executive Director. ❑ The adopted change is posted on the Energy Comrision w ebsde. B. ADDITIONAL LIGHTING POWER ALLOWANCE FOR ORDINANCE REQUIREMENTS Are additional lighting power allowances far ordinance in Table 147-C used? ❑ Yes s✓ No (from OLTG-2C Page 1 of 3) Complete the information below if additional lighting power allowances for ordinance requirements are used: ❑The betel jurisdiction having authority has officiary adopted specific outdoor light levels, which are expressed as average or minimum footcandle levels, by folbw ing a public process that allow ed for formal public notification, review and cormrent about proposed change. The tical jurisdiction having authority which adopted specific outdoor Tight levels and has notified the Commsbn by providing the follow ing materials required 10-114 to the Executive Director. C. ACCEPTANCE FORMS Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for the Lighting system, LTG -2A. The designer is required to check the acceptance tests and list 11 vi a control de ces serving the building or space shall be certified as meeting the Acceptance Requirements tot Code Compliance. /fall the lighting system or control of a certain type requires a fest, list all the different lighting and dth number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test Since this (orm Hill be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Forms can be grouped by the type ofLuminaire controlled. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a needy constructed building or space of when ever newlighting system With controls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The LTG -2A form is not considered a complete form and is not tho be accepted b y the enforcement agency unless the boxes are checked and/or filled and signed. In addition, A Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintainance information meet the requirements of s14103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copyof the LTG -2A for each different lighting luminaire control(s) must be provided ro the owner of the building for their records. Certificate of Acceptance Luminaires Controlled OLTG2A 18 Enter total into OLTG-1 C; Page 4 of 4; Row A; Lighting Power Allowance for General Hardscape: Additional lighting power allowance for ordinance requirements 0 Yes: AWA, LWA, and NVA from Table 147-a was used as appropriate for the Outdoor Lighting Zone Outdoor (from OLTG-2C Page 3 of 3) Ll1M INAIRE TYPE Y E J Total Allowed Wattage =Sum of rows A through G: Motion B Total Installed Watts (from Compliance Fixture Schedule, � o o Z rJ H Sensors Equipment Requiring Testing Description Complies if wattage in row H is less than or equal to the Location Controls LCP LIGH TING CONTROL PANEL 1 TENANT SPACE ❑ PC PHOTOCELL 1 TENANT SPACE ❑ S1 WALL PACK 458 ❑ ❑ � 5 2290 ❑ ❑ S2 FLOOD 458 ❑ ❑ � 3 1374 ❑ ❑ S3 Enter total into OLTG-1C; Page 4 of4; Row B; Specific Application Lighting Wattage Allowance Per Unit Length 2008 NonresidentialCorrptlance Form Dec -08 CERTIFICATE OF COMPLIANCE (Page 3 of 3 OLTG-1C 12 PROJECT NAME DA TE SUNWEST WAREHOUSE 3/192012 ALLOWED AND INSTALLED OUTDOOR LIGHTING POWER INITIAL WATTAGE ALLOWANCE Lighting Wattage A Power Allowance C Lighting power allowance for general hardscape 4589.9 A (from OLTG-2C Page 1 of 3) H ILLUMINATED HARDSCAPEAREA Specific application lighting wattage allowance per unit length AWA (A X B) B (from OLTG-2C Page 1 of 3) LWA (DX � FNA (WATTS) Specific application wattage allowance for ornamental lighting 69865 C (f rom OLTG-2C Page 1 of 3) 2082 0.45 Specific application wattage allowance per application 510 D (from OLTG-2C Page 2 of 3) C2 FL HIGHBAY Specific application lighting wattage allowance per area 7020 E (firm OLTG-2C Page 2 of 3) 18 Enter total into OLTG-1 C; Page 4 of 4; Row A; Lighting Power Allowance for General Hardscape: Additional lighting power allowance for ordinance requirements 0 Yes: AWA, LWA, and NVA from Table 147-a was used as appropriate for the Outdoor Lighting Zone F (from OLTG-2C Page 3 of 3) Ll1M INAIRE TYPE G Total Allowed Wattage =Sum of rows A through G: 11609.9 B Total Installed Watts (from Compliance Fixture Schedule, D H (from OLTG-2C (Page 1 of 3) 11472 H Complies if wattage in row H is less than or equal to the J Specific Lighting Application Linear Feet of Frontage wattage in row G Wattage Allow ance Name or Symbol Lurrinaee Type Luminaire Quantity (] Yes ❑ No 2008 Nonresidential Compliance Form Dec -08 2008 Nonresidential Compliance Form Dec -08 2008 Nonresidential Compliance Form December 2008 2008 Nonresidential Compliance Forms Dec 08 2008 Nonresidential Compliance Forms Deo -08 I _nA �jly e 7� clj,.i c l CERTIFICATE OF COMPLIANCE (Page 1 of 3 OLTG-1C Project Name DATE SUNWEST WAREHOUSE 3/192012 RojectAddress Total Illuminated area BIGGS General Information PI -LASE OF CONSTRUCTION � New Construction ❑ Addition ❑ Alteration Documentation Authors Declaration Statement � I certify that this Certificate of Compliance documentation is accurate and complete. Name: KIMBERLY CARBINE Signature: Corrpany: BOSLEY ELECTRIC COMPANY Dab 3/192012 Address: 935 ARDEN WAY �# CEPtYt City/State2ip SACRAMENTO, CALIFORNIA, 95815 Phone: 916-568-5180 Principle Lighting Designer's Declaration Statement � I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the lighting design. � This Certificate of Compliance identifies the lighting features and performance specifications required for compliance with Title 24, pages 1 and 6 of the Califixnia Code of Regulations. 0 The design features represented on this certificate of Compliance are consistent with the information provided to document this design on the other applicable compliance forms, worksheets, calculations, plan and specifications submitted to the enforcement agency for approval with this building permit application. Name: JOHN BOSLEY Signature• Company: BOSLEY ELECTRIC COMPANY Phone: 916-568-5180 Address: 935 ARDEN WAY License# 379245 City/State2ip SACRAMENTO, CALIFORNIA, 95815 Date 3/1912012 Principle Lighting Designers Declaration � I certify that this Certificate of Compliance documentation is accurate and complete, and accounts for all outdoor lighting power, including building mounted, pole mounted, as well as all other outdoor lighting designed for the site, and that Additional Lighting Power Allowances %r Specific Applications or Additional Lighting Power Allowances for Ordinance Requirements have not been counted more thatone time in the same area, in accordance with Section 147 of the Standards. LIGHTING COMPLIANCE FORMS &WORKSHEETS (check box if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published bythe California energy Commission. ❑.. OLTG-I-C Certificate of Compliance. All 3 pages are required on plans for all submittals. ROLTG-2-C (Page 1 of 3) Lighting Wattage Allowances for General Hardscape, Sales Frontage, or OrEl n OUTDOOR LIGHTING WORKSHEET (Page 1 of 3) OLTG-2C PROJECT NAIvE SUNWEST WAREHOUSE DATE 3/19/2012 A. LIGHTING POWER ALLOWANCE FOR GENERAL HARDSCAPE AREA WATTAGE ALLOWANCE (AWA) LINEAR WATTAGE ALLOWANCE (LWA) INITIAL WATTAGE ALLOWANCE TOTAL GENERAL HAROSCAPELIGHTING ALLOWANCE A B C D E F G H ILLUMINATED HARDSCAPEAREA AWA PER SQUARE FOOT AWA (A X B) PBZIArETB2LENGTH OF GENERAL HAFmSCAPE LWA PER LINEAR FOOT LWA (DX � FNA (WATTS) C + F + G 69865 0.045 3143 2082 0.45 936.9 510 4589.9 Pass Fail C2 FL HIGHBAY 351 ❑ ❑ ❑� 18 Enter total into OLTG-1 C; Page 4 of 4; Row A; Lighting Power Allowance for General Hardscape: ❑ ❑ 0 Yes: AWA, LWA, and NVA from Table 147-a was used as appropriate for the Outdoor Lighting Zone B. SPECIFIC APPLICATION LIGHTING WATTAGE ALLOWANCE PER UNIT LENGTH (Available only for sales frontage) DEfERM Its WATTAGE ALLOWANCE Ll1M INAIRE TYPE DESIGN WATTS ❑ Q A B C D E F G H I J Specific Lighting Application Linear Feet of Frontage Sales Frontage allow ance for OLZ (watts per IF) Wattage Allow ance Name or Symbol Lurrinaee Type Luminaire Quantity Watts per Lurrina�e Design Watts (G X M Allow ed Watts Minimum of Dor ❑ ❑ S1 WALL PACK 458 ❑ ❑ � 5 2290 ❑ ❑ S2 FLOOD 458 ❑ ❑ � 3 1374 ❑ ❑ S3 Enter total into OLTG-1C; Page 4 of4; Row B; Specific Application Lighting Wattage Allowance Per Unit Length C. SPECIFIC APPLICATION WATTAGE ALLOWANCE FOR ORNAMENTAL LIGHTING DEf HIAA 1N®WATTAGE ALLOWANCE LUM INAIRE TYPE DESIGN WATTS 458 A B C D E F G H I J Specific Lighting Application Square Feet of Hardscape Ornamental Lighting atlowance for OLZ (w alts per K) Wattage Allowance (B X C) Name or Symbol Lunina'ae T Luminaire Quantity ably Watts per Luminaire Design Watts (G X M Allowed Watts Mnirumof Dor I Specific Lighting Application .uninated Area of Application Specific Application Allow ance (watts per ft2) Wattage Allowance (B X C) Code for Luminaire Type Luminaire Type Luminaire Quantity Watts per Luminaire Design Watts (G X M Allowed Welts Mnirrumof Dor I CANOPY 11880 0.98 11642 C2 C2E FL HIGHBAY 20 351 7020 7020 Enter total into OLTG-1C; Page 4 of 4; Row C; Specific Application Lighting Wattage Allowance For Ornamental Lighting OUTDOOR LIGHTING WORKSHEET (Page 2 of 3 OLTG-2C PROJECT NAME ATE D. SPECIFIC APPLICATION LIGHTING WATTAGE ALLOWANCE PER APPLICATION DETERMIN® WATTAGE ALLOWANCE Ll1MINAIRETYPE DESIGN WATTS Field inspection A 8 C D E F G H I J Specific Lighting Application Number of Instances Specific Application Allow ance (watts) Wattage Allowance (B X C) Luminaire Symbol Lurrinaie Type Lurtinaire Quantity Watts per Luminaire Design Watts (G X M Allow ed Watts Mnimum of Dor I � S �� ZJ N � co �o FIELD INSPECTOR m E o `o O ."' a as �� L]Z QN Pass Fail C2 FL HIGHBAY 351 ❑ ❑ ❑� 18 6318 ❑ ❑ C2E FL. HIGHBAY W/EM BALLAST 351 ❑ ❑ Q 2 702 ❑ ❑ W WALL PACK 20 ❑ ❑ � 6 120 ❑ ❑ S BOLLARD 35 ❑ ❑ Q 6 210 ❑ ❑ S1 WALL PACK 458 ❑ ❑ � 5 2290 ❑ ❑ S2 FLOOD 458 ❑ ❑ � 3 1374 ❑ ❑ S3 POLE LIGHT 458 ❑ ❑ ❑Q 1 458 ❑ ❑ Enter total into OLTG-1C; Page 4 of 4; Row D; Specific Application Wattage Allowance Per Application E SPECIFIC APPLICATION LIGHTING WATTAGE ALLOWANCE PER AREA DEf13iAAINEDWATTAGEALLOWANCE LUMINAIRE TYPE DESIGN WATTS ❑ ❑ A B C D E F G H I J Specific Lighting Application .uninated Area of Application Specific Application Allow ance (watts per ft2) Wattage Allowance (B X C) Code for Luminaire Type Luminaire Type Luminaire Quantity Watts per Luminaire Design Watts (G X M Allowed Welts Mnirrumof Dor I CANOPY 11880 0.98 11642 C2 C2E FL HIGHBAY 20 351 7020 7020 Field Inspector's notes or Discrepancies: Enter total into OLTG-1 C; Page 4 of 4; Row E; Specific Application Lighting Wattage Allowance Per Area CERTIFICATE OF COMPLIANCE (Page 2 of 4 OLTG-1C El COMPLIANCE FIXTURE/LIGHTING CONTROL SCHEDULE and FIELD INSPECTION CHECKLIST PROJECT NAME SUNWEST WAREHOUSE PATE 3/19/2012 INSTALLATION CERTIFICATE, OLTG-1-INST (Retain a copy and verify form is completed and signed.) Field inspection CERTIFICATE OF ACCEPTANCE, OLTG-2A (Retain a copy and vefiyform is complested and signed.) Field inspection Luminaire Schedule Installed Watts A B C D E F G H I Name Or Item Tag Luminaire Description t See footnote below (I.e.: Vamp pole -top shoe -box 400 watt metal halide) o "�. va �- m >J rnLL How wattage was determined � S �� ZJ N � co �o FIELD INSPECTOR m E o `o O ."' a as �� L]Z QN Pass Fail C2 FL HIGHBAY 351 ❑ ❑ ❑� 18 6318 ❑ ❑ C2E FL. HIGHBAY W/EM BALLAST 351 ❑ ❑ Q 2 702 ❑ ❑ W WALL PACK 20 ❑ ❑ � 6 120 ❑ ❑ S BOLLARD 35 ❑ ❑ Q 6 210 ❑ ❑ S1 WALL PACK 458 ❑ ❑ � 5 2290 ❑ ❑ S2 FLOOD 458 ❑ ❑ � 3 1374 ❑ ❑ S3 POLE LIGHT 458 ❑ ❑ ❑Q 1 458 ❑ ❑ TOTAL 11472 ❑ ❑ Enter total into OLTG-1c; Page 4 of 4; Row H; Total Installed Watts: 1. Type of luminaire (l. e.: post top, o-lell pack, surface, shoe box); fornon-incandescent luminaires, indicate nominal lamp taettage and lamp type (l. e.: fluorescent, incandescent, HID); ballast type (i.e.: eletronice or magnetic); number of lamps and number of ballasts per luminaire. Forincandescent in " rum arras, the luminaire taettage listed in column D shall be the maximum relamping rated wattage on a permanent factory -installed /abet on the luminaire, NOT the Hettage of the Tamp (bulb) used, in accordance tMth Section 130(d ore). 2. If Fail then describe on page 2 of the Inspection checklist Form and take appropriate action to correct. Verily building plans if necessary. EXECEMPT LUMINAIRES Field Inspection ❑ NAME OR SYMBOL Descriptbn of execempt luminaires in accordance with s147 MANDATORY CONTROLS Field Inspection ❑ # Description location # Description Location SPECIAL FEATURES INSPECTION CHECKLIST (See Page 2 of 4 of LTG -1-C) The local enforcement agency should pay special attention to the items specified in this checklist. These items require special ification. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherxise complies based on the adequacy of the special justification and taritten justification and documentation, and special verEl documentation submitted. Field Inspector's notes or Discrepancies: LS M IE NRC= ff$ G T O t°\R(CHRTlE(CTS + ]I✓NGRI\TF-F-ff$ 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 530) 891-1710 (530) 891-0138 FA? http: www.nmrdesign.com a In CONSULTANTS Bosley Electric COMPANY COMMERCIAL AND INDUSTRIAL SERVICE AND CONTRACTING 935 Arden Way (916) 568-5180 Sacramento, CA 95815 FAX (916) 568-5183 CA License No. 379245 NV License No. 0038979 In LICENSE STAMPS 379245 THESE PLANS HAVE BEEN PREPARED BY BOSLEY ELECTRIC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WITH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO BE USED FOR THE PURPOSE OF BIDDING OR INSTALLATION BY ANY OTHER CONTRACTOR. PROJECT NAME A PROPOSED MAINTENANCE BUILDING FOR SUNWEST MILLING COMPANY 507 BANNOCK ST. BIGGS, CALIFORNIA a in SHEET TITLE EXTERIOR TITLE 24 DOCUMENTATION a a DRAV!/ING STATUS CD SET PERMIT RESUBMITTAL a in REVISIONS Sym. Description By Date 0 0 Drawn By KAC Checked By I Date Drawn 03/20/12 Scale AS NOTED Bosley Job # I 2112-12 e 0 SHEET No. E-1.0.2 or- in ELECTRICAL SYMBOLS SYMBOL DESCRIPTION 0 DUPLEX RECEPTACLE 15A 120V +18" TO CENTER PANEL DOUBLE DUPLEX RECEPTACLE 15A 120V +18" TO CENTER G) FLOOR OUTLET 15A 120V Od,+d DEDICATED CIRCUIT OUTLETS 15A 120V DUPLEX 20A 120V +18" TO CENTER DUPLEX 15A 220V +18" TO CENTER V TELEPHONE OUTLET +18" TO CENTER 0 DATA OUTLET +18" TO CENTER 7 DATA AND TELEPHONE OUTLET +18" TO CENTER SINGLE POLE SWITCH, 20A 120-277V +44" TO CENTER $3 THREE-WAY SWITCH, 20A 120-277V +44" TO CENTER $4 FOUR -WAY SWITCH, 20A 120-277V +44" TO CENTER $M MOTION SENSOR $M DUAL RELAY MOTION SENSOR -INSTALL IN SINGLE GANG BOX Dsc CEILING MOUNT MOTION SENSOR 0 MANUAL OVERRIDE SWITCHES PER TITLE 24 O JUNCTION BOX ® 2x4 RECESSED FLUORESCENT FIXTURE 2 TUBE FIXTURE ® 3 TUBE FIXTURE ® 4 TUBE FIXTURE o� SURFACE -MOUNTED FLUORSCENT FIXTURE (SEE ABOVE FOR DENIOTATION OF TUBES IN FIXTURE) CEILING MOUNT LIGHT FIXTURE 4 WALL MOUNTED LIGHT FIXTURE C) RECESSED CAN LIGHT FIXTURE []—o POLE MOUNTED LIGHT FIXTURE EP DISCONNECT SWITCH FFP FUSED DISCONNECT SWITCH, FUSE PER LOAD SERVICE NL DENOTES NIGHT LIGHT B DISTRIBUTION OR LIGHTING PANEL ® MAIN ELECTRICAL SERVICE O EXHAUST FAN, BY MECHANICAL CONTRACTOR AC MECHANICAL EQUIPMENT ❑ PP POWER POLE �— CIRCUIT IN FLOOR OR UNDERGROUND 1--- CIRCUIT IN WALL OR CEILING HOME RUN TO PANEL —IH— DENOTES NUMBER OF WIRES IN CONDUIT (NO MARKS = 1/2"C W/2#12CU) WP WEATHERPROOF TTB 0 TELEPHONE TERMINAL BOARD (N) NEW (E) EXISTING Tc TIME CLOCK Pc PHOTOCELL C CONDUIT CO CONDUIT ONLY W WIRE GFI GFI GROUND FAULT INTERRUPTER EM INDICATES EMERGENCY BALLAST IN LIGHT FIXTURE INDICATES UTILAZTION OF MANUFACTURE INTERLOCKING WIRING TITLE 24 MANDATORY MEASURES ❑ BUILDING LIGHTING SHUT-OFF The building lighting shut—off system consists of an automatic time switch, with a zone for each floor. ® OVERRIDE FOR BUILDING LIGHTING SHUT-OFF The automatic building shut—off system is provided with a manual accessible override switch in sight of the lights. The area of override is not to exceed 5000 square feet. E AUTOMATIC CONTROL DEVICES CERTIFIED All automatic control devices specified are certified, all alternate equipment shall be certified and installed as directed by the manufacturer. FLUORESCENT BALLASTS AND LUMINAIRES CERTIFIED E All fluorescent fixtures subject to certification and specified for the projects are certified. E INDIVIDUAL ROOM/AREA CONTROLS Each room and area in this building is e nipped with a separate switch or occupancy sensor device for each area wuh floor—to—ceiling walls. E UNIFORM REDUCTION FOR INDIVIDUAL ROOMS All rooms and areas greater than 100 S.F. and more than .8 watts per square foot of lighting load shall be controlled with multi—level switching for uniform reduction of lighting within the room. ❑ DAYLIT AREA CONTROL All rooms that are greater than 250 square feet and contain windows and skylights, that allow for the effective use of daylight in the area shall 50% of the lighting power in each daylit area controlled by a separate switch; OR The effective use of daylight throughout cannot be accomplished because windows are continuously shaded by a building on the adjacent lot. Diagram of shading during d fferent times of year is included on plans. i nuv 1 v 1 r- I.NJC unuw4u. (N)3/4" C W/3-#8 CU THHN &1-#8 CU GND. (N)"TA" 30 KVA TRANSFORMER (N)#8fr'ry7 GND = (N)1 1/2" C W/4-#2 CU THHN &1-#8 CU GND. (E) MAIN SWITCHBOARD "MS" 800A, 277/480V, 3PHASE, 4WIRE ELECTRICAL CONTRACTOR SHALL VERIFY (E) LOAD ON MAIN SWITCHBOARD PRIOR TO ANY INSTALLATION. (N) PANEL NHAN (N)#8 TO BLDG. STEEL & _ NEAREST WATER PIPE (N)" !�� 30 KVA TRANSFORMER (N)#8Zry_y7 GND = TIE INTO (E) 100A CONDUIT/CONDUCTORS AT SHOP BUILDING (N) 1 1/2" PVC W/4-#2 CU THHN &1-#B CU GND (N)"TC" d.4� 30 KVA TRANSFORMER (N)#8 7 GND = (N) (N) E ■ on !� `•■� i'' �■ PW - (N) PANEL 7 7 ■�■ ii L _ : ■■■ ■■■ PANEL R PANEL NLAN NL.Bw NLCN (N)1" C W/4-#6 CU THHN &1-#10 CU GND. ONE LINE DIAGRAM —DRY TYPE TRANSFORMER 1 480V -120/208V, TYPICAL BOND TO XO TERMINAL. CONTINUE (UNSPLICED) TO CASE. HOLE. SCRAPE AINT; INSTALL kPPROVED LUG. TRANSFORMER GROUNDING DETAIL (N) -,&--LOCATE WITHIN PANEL 10' OF TRANSFORMER "TB" NLDM SCALE: N.T.S. P't� '00/m DATE L E ■ on !� `•■� i'' �■ PW - M ONE No ■ �■ ■ 7 7 ■�■ ii L _ : ■■■ ■■■ R G 'I NSCO L E ■ on !� `•■� i'' �■ PW - M ONE No ■ �■ ■ 7 7 ■�■ ii L _ : ■■■ ■■■ 'I NSCO L 11' S M R G R0 TO ARCHITECTS + IENGRNlEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 ;530) 891-1710 (530) 891-0138 Ff http: //www.nmrdesign.com a a CONSULTANTS Joee Bosley Electric COMPANY COMMERCIAL AND INDUSTRIAL SERVICE AND CONTRACTING 935 Arden Way (916) 568-5180 Sacramento, CA 95815 FAX (916) 568-5183 CA License No. 379245 NV License No. 0038979 a a LICENSE STAMPS THESE PLANS HAVE BEEN PREPARED BY BOSLEY ELECTRIC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WITH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO BE USED FOR THE PURPOSE OF BIDDING OR INSTALLATION BY ANY OTHER CONTRACTOR. a a PROJECT NAME A PROPOSED MAINTENANCE BUILDING FOR SUNWEST MILKING COMPANY 507 BANNOCK ST. BIGGS, CALIFORNIA all In SHEET TITLE ONE LINE DIAGRAM al in DRAWING STATUS CD SET PERMIT RESUBMITTAL al in REVISIONS Sym. Description By Date REVISIONS PER PLAN CHECK 1 #B12-0177 PC#1 3-1-12 01 in Drawn By KAC Checked By Date Drawn 103/20/12 Scale I AS NOTED Bosley Job # I 2112-12 al In SHEET No. E-2.0.0 N R C MEI IFS O T O ARCHITECTS ITE(CTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 530) 891-1710 (530) 891-0138 FAX http: //www.nmrdesign.com 0 a CONSULTANTS d Bosley Electric COMPANY COMMERCIAL AND INDUSTRIAL SERVICE AND CONTRACTING 935 Arden Way (916) 568-5180 Sacramento, CA 95815 FAX (916) 568-5183 CA License No. 379245 NV License No. 0038979 a a LICENSE STAMPS THESE PLANS HAVE BEEN PREPARED BY BOSLEY ELECTRIC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WITH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO BE USED FOR THE PURPOSE OF BIDDING OR INSTALLATION BY ANY OTHER CONTRACTOR. PROJECT NAME A PROPOSED MAINTENANCE BUILDING FOR SUN WEST MILLING COMPANY 507 BANNOCK ST. BIGGS, CALIFORNIA ul in SHEET TITLE SITE UTILITY PLAN al in DRAWING STATUS CD SET PERMIT RESUBMITTAL al In REVISIONS Sym.. Description By Date REVISIONS PER PLAN CHECK 1 #1312-0177 PC#1 3-1-12 a o Drawn By KAC Checked By Date Drawn 03/20/12 Scale AS NOTED Bosley Job # 2112-12 EI 0 SHEET No E-3.0.0 M-1 --- I :-E y y W W y W y W w W W y W W W W W W W W W W W U y A R R y y W y W y W W y y y W W y W WyWWW WW W y�W EXISTING BUILDING �� y � W W W y W W y � W y — W W y� y y W ,W W � W _ �- L__J ° P N0VSZ ° Wsv 0 0 o �--(4) 4" PVC I N I �t TRv� PosE- 0 _ K Q SE � 2) _ 2R Wq OP OS�Q REHOL/S Q - P,� LOADING DOCK o�SE P N2�0 P Z P R OP I I WPPES\ON Ex �Psf2gO 4 0 2/ S F. x OS DRQ VE EQ 269 N°/ °ZD w (Pyq wq Y 2E - - A. c. P 2 ONG ° ° ° o I I I i \,.--(4) 4" PVC -� r-------1 r-------1 — — — — — —F =—I (E) SUBSTATION \ 1/o CU 15KV CABLE TYPE XLP \ �oAoe tAG8'X8' 1339 INSULATION MV -105 IN SPARE (E) 4" PVC X02 EXCAVATION 11$66 SF INTERCEPT \ (E) CONDUIT \ (4) 4" PVC W �4) 4" PVC NEW 3'X5' POURED .W IN PLACE VAULT W y W W W 150-0 \+ 40 NEW NOTE: PROVIDE 30" GROUND RINGS BURIED PER DEPTH FOR CEC ART. 250.53(F) W y W \+yW. ED P4V/NG �OFE \ +\ W y + WWWW .y \+ WWyW WW + W \W y W W --t� (3) 1 /o CU 15KV CABLE TYPE XLP 133% INSULATION MV -105 IN SPARE (E) 4" PVC y + W y W W y \+ (N) 10 X 10 PAD y y WTRANSFORMER INTERCEPT (E) +�-, +WWyyw yW 100' + W (2) 4 W/(4) 500 MCM CU �, & 3/o CU GND. IN EACH /�7� �// V11 7, \+Wy yWW +y W W W y y + y W W SITE UTILITY PLAN SCALE. 1 " = TO' --O" N R C MEI IFS O T O ARCHITECTS ITE(CTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 530) 891-1710 (530) 891-0138 FAX http: //www.nmrdesign.com 0 a CONSULTANTS d Bosley Electric COMPANY COMMERCIAL AND INDUSTRIAL SERVICE AND CONTRACTING 935 Arden Way (916) 568-5180 Sacramento, CA 95815 FAX (916) 568-5183 CA License No. 379245 NV License No. 0038979 a a LICENSE STAMPS THESE PLANS HAVE BEEN PREPARED BY BOSLEY ELECTRIC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WITH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO BE USED FOR THE PURPOSE OF BIDDING OR INSTALLATION BY ANY OTHER CONTRACTOR. PROJECT NAME A PROPOSED MAINTENANCE BUILDING FOR SUN WEST MILLING COMPANY 507 BANNOCK ST. BIGGS, CALIFORNIA ul in SHEET TITLE SITE UTILITY PLAN al in DRAWING STATUS CD SET PERMIT RESUBMITTAL al In REVISIONS Sym.. Description By Date REVISIONS PER PLAN CHECK 1 #1312-0177 PC#1 3-1-12 a o Drawn By KAC Checked By Date Drawn 03/20/12 Scale AS NOTED Bosley Job # 2112-12 EI 0 SHEET No E-3.0.0 M-1 --- I :-E BANNOC K STREET NOM WAM I FAM TID BE L =7M �Y Ex_ _ U=1111a RES�RM W r~ GFIC i AoAr W W W ! K ! 56 SF s (N)TRANSFORMER TB W y y y SQ �.._. RES�M' #10 s (N) PANEL LB 1"P --0 Ri F LD -11,13 wP —9 1P_S� HA20 ___GFII w(N) PANEL LD („ D-9 GFIC g y W W i EXISTING BUILDING X, x X X x x X x x X x x x x—iX X N xHA-2 ------ LB -3 -- ; iGF IC C 06 y y y LB -1-1 SWITCHES FOR o S3 .ro UTIM POMMY OF � � HIGHBAYS HA —1 36 SF VIA MOTTO ° 1 r PNC x o = PO\35E i W' HA -22 C2 C2 C2E OC2 OC2 C2 C2 C2 SENSOR i N 105 i '___0S SF WP o i 202 LD 14_ G \ .o� HA -3 0 0 0 0 o i M.� �.---}---- VIA MOTIO i SCOL S ; 'I JEIM2 SENSOR i ffC2 C2 C2 nC2 c2 E nC2 c2 oo° #10 #10 LD -18,20 1 DOCK LIGHT LB -1 (5.' �c S2 LD -1,3,5,7 w LD -2,4,6 HA -5 U) ' DOCK LEVELER VIA MOTIOq SENSOR ropo/s _ �C2 �C2 C2 �ECME OC2 C2 C2 9C2E EM O R �J C , / ED 3 LD -22,24 W /� DOCK LIGHT EC Cq TED LD -8,10.12 Q DOCK LEVELER EQ�,pM /cqt SE 2 - _ O ON NE ENT SZ DOCK LIGHT 1T HA -7 W / VIA MOTIO 0 SENSOR Z SNC q0 C2 OC2 tfC2 OC2 /q /\/ C2 C2 C2 C2 — LOADING DOCK Ov V S/ /� / I— DOC 2 4 6LER PREM N (P� /� / �/ cn LC -13,15 EXP P ,S 2g. 4 SE 2 x DOCK LIGHT 1 ASF 0� F pR Op LC-1.3.5DOCK L A ` v L SSE �_1 w DR OS�D s2 D HA -9 Ij Io ROUGH -IN (PN/I 1/2" STUB EM SENSOR --S o o FOR PANIC C2 C2 9C2E C2 OC2 C2 E WP,GFIC 0 BUTTON C.P E 2 ° PA OA F0 UU LC— ° NG °°`grANDAIMIL HA -22 x HA -11 - VIA MOTIO 6 SENSOR C2 C2 C2 C2 C2 C2 C2 C2 ')TRANSFORMER TA PANEL HA ( r PC (N) ANSFORMER TC LA -5 LA -3 LLA -1(N) PANEL LA (N) PANEL LC HA -22 LC -7 HA -22 x HA 22 WP s1 A-17, VIA LCC S 11 A-13 W X 13 GFIC IA MOTION tfE SENSOR 2 C2 E C2 C2 PULL RT I WIP RT LA— ,, 0,12 - I I GFIC 1 HAND HOLE, CONNECT BOND WIRE 20' POLE TO POLE AT HAND HOLE & RETURN I I HA -19 TO SERVICE PANEL FULLBASE COVER C2 ff2 CZ GROUT AROUND POLE ANCHOR BOLTS PER CZ CZ #10 S BASE AFTER PLUMB L — — — — — — J LIGHTING SPECS vER� o ° FINISH GRADE W" HOOP TIES LOPS\�G fi Z Co? TOP 06 HOOP TIES 66 SF ® 12" O.C. 1�8 _ 1I-11 N I- ' HA-15il�Tl-lil=1 nil VIA MOTION II=IIHII=11: III-Ilr"II II! I -I -III=� VI SENSOR 1=III- II -I EM III ISI C2 �C2 C2E C2 C2 _Ir Ili 'll 4-" VERTICAL REBARS 9 ^ CO EREI " 24 S1 gC2 �C2 C2 �C2 C2 , o 0 0 0 0 0 0 0 0 0 0 a POLE BASE DETAIL SCALE: NTS o E-1 Lj W X10 s1 X10 s1 1201F019- To DETAIL (o A0 3 F: fZ y W 1 y W W W LL W y W W W NEW y P EDGE W y W qNG V/ OF 4- y y (PNq S SP RT RT LA -2,4,6 F LC -8,10,12 2 PPw y W i Vim^ X10 #10 s_I- c a y W t e W y W `Y — SITE -FLOOR PLAN WAREHOUSE -POWER SCALE: 1/16" = V-0" N�C OLS M E =R G ARCHITECTS CIHIT1E(CTS + ENGINEERS 555 MAIN STREET, SUITE 300 CHICO, CA. 95928 ,0) 891-1710 (530) 891-0138 FAQ http: //www.nmrdesign.com a CONSULTANTS J464 Bosley Electric COMPANY COMMERCIAL AND INDUSTRIAL SERVICE AND CONTRACTING 935 Arden Way (916) 568-5180 Sacramento, CA 95815 FAX (916) 568-5183 CA License No. 379245 NV License No. 0038979 s In LICENSE STAMPS LICENSE N0. 379245 THESE PLANS HAVE BEEN PREPARED BY BOSLEY ELECTRIC FOR THEIR EXCLUSIVE USE IN ACCORDANCE WITH SECTION 6737.3 OF THE PROFESSIONAL ENGINEERS ACT AND ARE NOT TO BE USED FOR THE PURPOSE OF BIDDING OR INSTALLATION BY ANY OTHER CONTRACTOR. PROJECT NAME A PROPOSED MAINTENANCE BUILDING FOR SUNWEST MILKING COMPANY 507 BANNOCK ST. BIGGS, CALIFORNIA ul 113 SHEET TITLE SITE -FLOOR PLAN WAREHOUSE POWER 01 im DRAWING STATUS CD SET PERMIT RESUBMITTAL e o REVISIONS Sym. Description By Date REVISIONS PER PLAN CHECK 3-1_12 1 #B12-0177 PC#1 al in Drawn By KAC Checked By Date Drawn 03/20/12 Scale AS NOTED Bosley Job # I 2112-12 ul in SHEET No. E-4ul A ur c I BUTTE COUNTY APR 022012 DEVELOPMENT SERVICES S( kwp�T 04 00 Co. N emus Drawing Validity - These drawings, supporting structural calculations and design certification are based on the order documents as of the date of these drawings. These documents describe the material supplied by the manufacturer as of the date of these drawings. Any changes to the order documents after the date on these drawings may void these drawings, supporting structural calculations and design certification. The Builder/Contractor is responsible for notifying the building authority of all changes to the order documents which result in changes to the drawings, supporting structural calculations and design certification. Builder Accetance of Drawings - Approval of the manufacturer's drawings and design data affirms that the manufacturer has correctly interpreted and applied the requirements of the order documents and constitutes Builder/Contractor acceptance of the manufacturers interpretations of the order documents and standard product specifications, including its design, fabrication and quality criteria standards and tolerances. (AISC code of standard practice Sept 86 Section 4.2.1)(Mar 05 Section 4.4.1) Code Official Approval - It is the responsibility of the Bull der/Con tractor to ensure that all project plans and specifications comply with the applicable requirements of any governing building authority. The Builder/Contractor Is responsible for securing all required approvals and permits from the appropriate agency as required. Ruilder is responsible fa State Fedral and OSHA safety compliance - The Builder/Contractor is responsible for applying and observing all pertinent safety rules and regulations and OSHA standards as applicable. Building Erection - The Builder/Contractor is responsible for all erection of the steel and associated work in compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys, braces, false work or other elements required for erection will be determined, furnished and Installed by the erector (AISC Code of Standard Practice Sept 86 Section 7.9.1) (Mar 05 Section 7.10.3) (CSA/S16-09 Section 29). Discrepancies - Where discrepancies exist between the Metal Building plans and plans for other trades, the Metal Building plans will govern. (AISC Code of Standard Practice Sept 86 Section 3.3) (Mar 05 Section 3.3) Materials by Others - All interface and compatibility of any materials not furnished by the manufacturer are the responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Unless specific design criteria concerning any interface between materials if furnished as a part of the order documents, the manufacturers assumptions will govern. Correction QLEMQ s - Normal erection operations include the correction of minor misfits by moderate amounts of reaming, chipping, welding or cutting and the drawing of elements into line through the use of drift pins. Errors which cannot be corrected by the foregoing means or which require major changes in the member configuration should be reported immediately to the owner and fabricator by the erector, to enable whoever is responsible either to correct the error or to approve the most efficient and economical method of correction to be used by others. (AISC Code of Standard Practice Sept 86 Section 7.12)(Mar 05 Section 7.14) Modification of the Metal Building from Plans - The Metal Building supplied by the manufacturer has been designed according to the Building Code and specifications and the loads shown on this drawing. Modification of the building configuration, such as removing wall panels or braces, from that shown on these plans could affect the structural integrity of the building. The Metal Building Manufacturer or a Licensed Structural Engineer should be consulted prior to making any changes to the building configuration shown on these drawings. The Metal Building Manufacturer will assume no responsibility for any loads applied to the building not indicated on these drawings. Safety Commitment The Metal Building Manufacturer has a commitment to manufacture quality building components that can be safely erected. However, the safety commitment and job site practices of the erector are beyond the control of the building manufacturer. It Is strongly recommended that safe working conditions and accident prevention is the top priority of any job site. Local, State and Federal safety and health standards, whether standard statutory or customary, should always be followed to help ensure worker safety. Make certain all employees know the safest and most productive way to erect a building. Emergency procedures should be known to all employees. Daily meetings highlighting safety procedures are also recommended. The use of hard hats, rubber sole shoes for roof work, proper equipment for handling material, and safety nets where applicable, are recommended. For purposes of determining lift requirements, no bundles supplied by the manufacturer will exceed 4000 lbs. For further Information also reference the bill of materials for individual member weights of other structural members. If additional information Is required contact the customer service department. Foundation Design The Metal Building Manufacturer is not responsible for the design, materials and workmanship of the foundation. Anchor rod plans prepared by the manufacturer are intended to show only location, diameter and projection of the anchor rods required to attach the Metal Building System to the foundation. It Is the responsibility of the end customer to ensure that adequate provisions are mode for specifying rod embedment, bearing values, tie rods and or other associated items embedded in the concrete foundation, as well as foundation design for the loads imposed by the Metal Building System, other Imposed loads, and the bearing capacity of the soil and other conditions of the building site. (MBMA 06 Sections 3.2.2 and A3) _hop Primed Steel All structural members of the Metal Building System not fabricated of corrosion resistant material or protected by a corrosion resistant coating are painted with one coat of shop primer meeting the performance requirements of SSPC Paint Specification No. 15. All surfaces to receive shop primer are cleaned of loose rust, loose mill scale and other foreign matter by using, as a minimum, the hand tool cleaning method SSPC-SP2 (Steel Structures Painting Council) prior to painting. The coat of shop primer is intended to protect the steel framing for only a short period of exposure to ordinary atmospheric conditions. Shop Primed steel which is stored in the field pending erection should be kept free of the ground and so positioned as to minimize water -holding pockets, dust, mud and other contamination of the primer film. Repairs of damage to primed surfaces and/or removal of foreign material due to improper field storage or site conditions are not the responsibility of the manutacturer. The Manufacturer is not responsible for deterioration of the shop coat of primer or corrosion that may result from exposure to atmospheric and environmental conditions, nor the compatibility of the primer to any field applied coating. Minor abrasions to the shop coat (including galvanizing) caused by handling, loading, shipping unloading and erection after pointing or galvanizing are unavoidable. Touch-up of these minor abrasions is the responsibility of the End Customer (MBMA 06 IV 4.2.4) Dissimilar Materials Never allow your come In td water runoff cdissimilar metal but not to:: Copperand ArsenicSalsus n treated lumber, Calcium used iconcrete, mortar and grout. nahris Removal Any foreign debris such as sawdust, dirt, animal droppings, etc. will cause corrosion of the roof, gutters, trim, etc. if left on building surfaces for a long enough time. The roof should be periodically Inspected for such conditions and if found, they should be removed. ENGINEERING DESIGN CRITERIA STAR BUILDING SYSTEMS An NCi Company For questions regarding the interpretation of the drawings, materials provided, or assembly of the parts: • Call 1-800-879-7827 and ask for the 'Field Service' department. • Before or after normal hours, you may send an email to Field SeNceOStarBulldings.net. Please include the order no., brief description of the question, do contact name and phone number. Building Code ..................... 2010 California Dccupancy Category ................ Normal (Category II) Roof Dead Load Superimposed 2. 39 psf (Bldg, A) 2, 43 psf (B l dg. B) 2.51 psf (Bldg. C) 2. 09 psf (B Idg. D) Cot latera t 5. 00 psf (Bldg. A, B and C) (0.00 psf Ceiling 5.00 psf Other)20.00 psf reduction allowed Roof Live Load W I nd 85. 00 mph Basic wind Speed ....... ... Wind Importance Factor (I) ... 1.00 WindExposure Category .. C Bldg. A, from Grid Line A to Grid Line C Internal Pressure Coef (GCpI) 0.55/-0,55 Loads for components not provided by bud ding manufacturer Corner Areas (within 9.73 of corner) 21.42 psf pressure -26.74 psf suction Other Areas 21.42 psf Pressure -22.75 psf suction Bldg. A, from Grid Line C to Grid Line ne J, Bldg. B and C Internal Pressure Coef (GCpI) 0. 18/-0. 18 Loads for components not provided by bui1 5.lding manufacturer Corner Areas (within 3. 00' of corner) 15. 95 psf pressure -ressure ?7. 28 1 27 psf suction sf suction Other Areas Bldg, D Internal Pressure Coef (GCpI) 0.00/0.00 These values are the maximum values required based on a 10 sq ft area. Components with larger areas may have lower wind loads, Seismic Seismic Importance Factor (Ie) 1.00 Seismic Design Category D Stiff Soil Sall Site Class ....•.••.•• 0.540 g Sds ..... Ss ........................... 0.220 Sall S1., .... ................ Analysis Procedure ..,,..,,..• Equlva ent Lateral Force Column Line 1 2-9, B. 7, B. 9 Basic Force Resisting System B4 C4 Response Modification Coefficient (R) 3.25 3.50 Seismic Response Coefficient < Cs) 0.152 0.141 Design Base Shear In kips (V) 5,9 109.6 Basic Structural System (from ASCE 7-05 Table 12.2-1) B4 - Ordinary Steel Concentrically Braced Frame C4 - Ordinary Steel Moment Frame 0. 492 g 0.287 g PROJECT NOTES Material properties of steel bar, pplate, and sheet used In the fabrication of built -up structural framing members conform to ASTM A529, ASTM A572, ASTM A1101 SS, or ASTM A1011 HSLAS with a minimum yield point of 50 ksl. Material properties of hot rolled structural shapes conform to ASTM A992, ASTM A529, or ASTM A572 with a minimum specified yleld point of 50 ksi. mini Hot rotted utes, other than aoebraces, ral shapes conformtASTMA50 Hollowstructural 0cgrade mB, minimumto ASTM6yieldmum, point is 42 ksl for round HSS and 46 ksl for rectangular HSS. Materlat properties of cold -formed light gage steel members conform to the requirements of ASTM A1011 SS Grade 55, or ASTM A1011 HSLAS Class 1 grade 55, with a minimum yleld point of 55 ksl. For Canada, material properties conform to CAN/CSA G40.20/G40,21 or equivalent, Bolted ,Joints with A325-09 Type 1 bolts greater than 1/2' diameter are specified as pretensioned ,Joints In accordance with the Specification for Structural Joints Using ASTM A325 or A490 Bolts, June 30, 2004. Pre -Tensioning can be accomplished by using the turn -of -nut method of tightening, calibrated wrench, twist off type Inspectingntrol, botts or ireAgency and BulldincgtOfflcla t. tension Indicator InstallationcInspece to the tension t requirements for Pre -Tensioned ,Joints (Specification for Structural Joints Section 9.2) using turn -of -nut method Is suggested. The connections on this project are not slip crltical. Using Northern gutter with 4 x 5 downspouts, the roof dralnage system has been designed using the method outlined In the MBMA Metal Building Systems Manual, Downspout locations have not been Located on these drawings, At Bldg. A, the downspouts are to be placed on the building sidewalk at a spacing not to exceed 35.8 feet with the first downspout from both ends of the gutter run wlthln 17,9 feet of the end. t Bldg. B and C, the downspouts are to be placed on the building sidewal k at a spacing not to exceed 35.8 feet with the first downspout from both ends of the gutter run wlthln 17,9 feet of the end, Downspout spacing that does not exceed the maximum spacing will be in compllance with the building code. The gutter and downspout syystem as provided by the manufacturer Is designed to accommodate 4 In/hr rainfall Intensity as It corresponds to a 5 year recurrence Interval, SWA & SWC C4 & B4 Framed openings, walk doors, and open areas shall be located In In the erection drawings. The 3.25 the bay and elevation as shown cutting or removal of glrts shown on the erection drawings 0.152 77 7 due to the addition of framed openings, walk doors, or open areas the design certifications supplled by the metal o o not shown may void building manufacturer. / O 7-7 Thedesign collateral load has been uniformly applied to the loads to be attached to the Cover Sheet design of the bullding. Hanging are web. This may not be appropriate for heavily concentrated E2 -E3 purIin Loads, Any attached load In excess of 150 pounds shall be accounted for by special design performed by a licensed engineer using concentrated loads and may require seperate support members wlthln Roof Framing BLDGB the roof system. E5 At Bldg, D, there are no collateral Loads designated within contract system (e.g. lights, specifications to allow for any type of suspended ductwork, piping ceilings, etc...) Suspension of any load -Inducing Sidewall BLDGA WALLSWA system Is prohlblited without consultation with the manufacturer or a reinforcement, E7 Licensed desiggn professional to determine structural If required, to safety support supplemental loads. SERVICES The wall construction by others at bullding(s) A,B,C and all side(s) 75 This weight has been Sidewall BLDGB,A,C WALLSWA and partition wall has a self weight of rf. utilized in the design considerations for the building's seismic design. Eg The support members rovlded by the metal building manufacturer on been designed to support the wall system by others and Q bldg AIB and C have to deflect less than L/240 under wind or seismic loading. The wall Endwall BLDGA WALLEWB system shalt be attached to the outside flange of the support members the support Ell a} a maximum spacing of 6.8 feet. The Inside flange of member shall be braced to the wall system at 6.7 feet on center. w a Drawing Index -� U Page Description appears hereon is an employee o o for the manufacturer for the / O 7-7 E1 Cover Sheet to products manufactured by manufacturer E2 -E3 Roof Framing BLDGAs E4 Roof Framing BLDGB record for this project. E5 Roof Framing BLDGC do D E6 Sidewall BLDGA WALLSWA ® 11W E7 Sidewall BLDGC,A,B WALLSWC SERVICES E8 Sidewall BLDGB,A,C WALLSWA Eg Sidewall BLDGD SWB,SWD do CANOPY Q E10 Endwall BLDGA WALLEWB y m Ell Endwall BLDGA WALLEWD E12 Endwall BLDGB WALLEWB o E13 Endwall BLDGC WALLEWD do BLDGDEWA do EWC E El 4-E20 Main Frame Cross Sections E21 -E22 Portal Frame Cross Sections E23 Construction Details E24 Connection Detail w a 2P��9��Gy 1 C 535CIO 70 G rn EXP. 6-30-2013 Dec 16, 2011 C10 J Pzrlf;flT 4 .... 77, Sheet Number. E1 of 24 � appears hereon is an employee o o for the manufacturer for the / O 7-7 materials described herein. Said seal or certification is limited the designed and ^ to products manufactured by manufacturer m 05 d V a UoU O U record for this project. COUNTY _J 2 FRANCOIS RAMBAU, P.E. e3 ® 11W DE zN SERVICES Z �ca o � E (n J WZ< .. LO t) ooz 91 a Zoo 3 Scale: NOT TO SCALE Drown by. RAJ 12/15/11 Checked by. RRB 12/15/11 Project Engineer. RM Job Number. 12-B-73224 2P��9��Gy 1 C 535CIO 70 G rn EXP. 6-30-2013 Dec 16, 2011 C10 J Pzrlf;flT 4 .... 77, Sheet Number. E1 of 24 The engineer whose seal appears hereon is an employee for the manufacturer for the / O 7-7 materials described herein. Said seal or certification is limited the designed and ^ to products manufactured by manufacturer t�/`J oniy.The undersigned engineer is not the overall engineer of BUTTE record for this project. COUNTY FRANCOIS RAMBAU, P.E. APR 0 2 2012 California P.E. C053570 DE SERVICES 2P��9��Gy 1 C 535CIO 70 G rn EXP. 6-30-2013 Dec 16, 2011 C10 J Pzrlf;flT 4 .... 77, 1 N En (no 0 0 o m ?NOO >>>M N 0 � o C'0 c c Ar N fn N i �0' C 9� nZ M>,, C <m 1 _O c rx Z N Ul A 140'-0 230'-0 OUT OUT OF STEEL dD c r Z �D Fn ;0 m W00 D x � N w "OII 2 Q b O 0 O wl OX1 Wi0X1 W10X1 — — — — O _ 44— ♦ / \ -� O / ol ° 0 0 0 0 o cool ; LA rri a Z yi N N N d • i i . i [.' y D A N U co co O � � r O A_ � m 2U ��� 2 A� y� �*t 6t.� 2 N o z rn rn mt0*� CQf��p p Ma ����F2F �22D ti �ld z ) Z � Q '7 00 r0*1 O 0 Awa 'n0�2fa � � A �0' C 9� nZ M>,, C <m 1 _O c rx Z N Ul A 140'-0 230'-0 OUT OUT OF STEEL dD c r Z �D Fn ;0 m W00 D x � N w "OII wl OX1 Wi0X1 W10X1 — — — — O _ 44— ♦ / \ -� O / ol cool ; LA rri 0 \ — x w I U w m n I v O / \ \ ♦ / 00 \ / \ / \ / \ N \ ♦ \ / ♦ / \ / \ / lo j // 00 w rn �/ ♦ D I / \\ aL/ aaj \ 7a \\ 7 0 � N ♦ // ol O ICACA 10A 2 bl i/ \\ \\ \\ \\ /� ♦\ / 0 \\ // // I W m I <a> _ 10X1 0 1 / \ / \ / \\ — -h1l / \ / / �0' C 9� nZ M>,, C <m 1 _O c rx Z N Ul A 140'-0 230'-0 OUT OUT OF STEEL dD c r Z �D Fn ;0 m W00 D x � N w "OII x M �( D D Z N m rm m S D to N (13O N � I m j N C7 N 'C. u 0 O "6'� z N D W < -I TA --1 0 D W n7 -0 m • A.2 CP A.6 8.4 I v ^? N N w v 000`2 rn 230'-0 OUT OUT OF STEEL I A ?NOO '�.g 'v#i 90'-0" -� -+ rn NO�iA C v 10'-6 20'-0 20'-0 19'-6 20'-0 ccz 6 z z 0 > ur cn o z c� s�2 Z W rn 1 OU � N \ / � N \ \ / � N --7 NJ y2Q p I/ N / W � ag_ c �l 1 .. y A Nz N D W rn T�2GCN Ln OA ZN N "o W / 1 A;' ~ Fq V1 y D N l 1 W U m 01 2 co of O � a�/ � c co m D �Z z 00 M 0 Z o jm C X � Z N N " N N W CT W X N � [) 10'-6 20'-0 20'-0 19'-6 20'-0 q j Z M O RNi co M o SA Ul 2 �� x 0 Z N N z s„ m r m C 01 01 A C Z N v 01 O1 D� m to 0, CA ca x Z N " N W C Z W .ZD1 I (m O G CD X Z N Cn ca W m of G F O z 0 A 230'-0 OUT OUT OF STEEL a i A.2 A.6 b 6.4 CD 0 J rn N O j j REQ .033 ° 33 0 o a 0 v a 0 9 Revision Date Description By Ck'd T 0 o. 5j :1-- A W; �._ STAR BUILDING SYSTEMS P� y� R92 5 S. s g o ° ° a m n ° z T 3 tr �r�OCLARMA M Na CamPmY a< 73143 m 2 3 s' n�z4 m a / \ (eas) sae-zrno L ^�� (.n Tt -0;0C) tm0 Customer Pro/ect Name &Location: M w W Cn A m O D ° o o 0 f o° n P n � y y CRANSTON STEEL SUNWEST MILLING COMPANY r T- O (Ti N) to O cn c v 7 7 d 0 O C W o'Q ° 3 ° : a , ° 0. `a ; N O L O I m r. STRUCTURES WOODLAND, INC CA BIGGS, CA 0 / p` Ln o O E ®l u w a a'0 0 n 3 5 � ;. N � � � to N Drawing Status: � ��+minerY Not For Gonstnuction} For Construction Permit C p s o � ° N Far ,prowl ❑ (Not F'a�r constractba ❑ Far Erector tnstailation N N N W rn 1 OU � N \ / � N \ \ / � N I/ N / W � �l 1 .. N l 1 a�/ N CT W X N � 10'-6 20'-0 20'-0 19'-6 20'-0 3 r �rnQ 2 Zg_ y �a zz ra pt 140'-0 OUT OUT OF STEEL 23'-4 23'-4 23'-4 23'-4 23'-4 23'-4 A (D n J P N O r J REGISl y`O F �y m R9ti O v C7 rt n rn d c� w 'r v co03 Q o` to u C O N C -i O C O q V! Fq m r m 6 z � o D C z m T ' 128'-3 OUT OUT OF STEEL 6" 23'-4 23'-4 23'-4 23'-4 17'-4 6 5'-6 n W-3' 16'-7" f Z 0 O 8X3.5E13 8X3.5E13 OD x 8X3.5E13 8X3.5E13 0 8X3.5E13 � pp � C 8X3.5E13 0 ' 0c 0 8X2.5Z13 S D O D O 8X2.5Z16 O 0 8X2.5Z16 S T T 8X2.5Z13 SX2�5Z13 rn 1 I o > �+ BX2.5Z13 T T 8X2.5Z16 8X2.5Z16 — m Z OCz ZOO 9- N O o 1m m a D F Fog z;m � C, Ma m woo a �0F 11_En rn m•� m 140'-0 OUT OUT OF STEEL 23'-4 23'-4 23'-4 23'-4 23'-4 23'-4 A (D n J P N O r J REGISl y`O F �y m R9ti O v C7 rt n rn d c� w 'r v co03 Q o` to u C O N C -i O C O q V! Fq m r m 6 z � o D C z m —)( DENOTES: PURUN OR GIRT STRUT. WHEN ROOF SYSTEM IS SSR, ROOF PANEL CLIPS ARE NOT REQUIRED AND HAVE NOT BEEN PROVIDED AT PURUN STRUTS. EWB SWC SWA KEY PLAN Z_SECTION LAP TABLE SYMBOL LAP (LENGTH) SYMBOLI LAP(LENGTH) WRW0'-2" (3) T 2'-4"(2'-5>� ) R 1'-4"(1'-5j7) V 3'-0"(3'-11ii") BUILDING "A" 25-6 OUT OUT OF STEEL 24'-10 l'-2 MATCH LINE g" PURUN ARE 8X2.5Z13 THIS BAY KUUr I-KAMINto PLAN - DENOTES: CUP LOCATION SC90 AT 8' PURLINS SC92 AT 10" PURLINS SC94 AT 12" PURLINS W W8X10 00 e + \ W8X10 BLDG 'C"Ill N 51'-0 OUT OUT OF STEEL 8.2 10 ROOF FRAMING PLAN PURUNS ARE 8X2.5Z16 P� �c w `L4 C 53570 9G a X * EXP. 6-30-2013 Dec 16, 2011 C10- �rFOFCP&\\ a� A CD A 1 rn N Q j i REG/ST y� F �1 mR9'L Q C-? € T1 C} rn C, co CTI a V � p w C) `d ❑-� 8- 9- 8— a- a- a- rn v D z rTi o A r- 0 > O m A 11 -0 C.z m v o vri }'(TYP.) 10'-2} 10'-2} 10'-2} 10'-2} 10'-2} 10'-24 10'-2} rp x 10'-2} w a 10'-2} m m N 10'-2} N 10'-2} C7 � 10'-2} N Of N 10'-2} rn 10'-2} I 0 10'-2} 10'-2} 10'-2} D 10'-24 10'-2} mI m zo-0 G7 r m D �O Z vi D10'-2} m xrn Z -4 z 0 p rri I z0 10'-2} 10'-2} 10'-2} 10'-21 10'-2} 10'-21 N V U1 10'-2} N Oi Of 10'-24 N I 0 10'-2} 10'-2} co �O N co N 10'-21 �7Z j 10'-2} x N 10'-2} 7; D� N 10'-2} 1 a Z 10'-2} N 10'-2} O- 10'-2} 'al ZO 10'-2} 10'-2} 10'-2} 10'-21 m x 1' �o 10'-21 10'-2} 8- 9- 8— a- a- a- rn 14'-0 }'(TYP.) 1 rn rp x w a co Nrn m m N N N C7 � N Of N N rn I 0 00 x w m 00 w m_ N N N N V U1 N N Oi Of N N I 0 co �O N co N co �7Z j N x N N 7; D� N 1 a Z N O- 'al ZO C OD x w co N co N OD N tv N N N Ci Of N N 1 0 CD x w x x x cn N N N N n CA rn _ N O1 cn _ N N 1 O C -- DENOTES: PIPE STRUT. ATTACHED WITH ko X 1t" A325 BOLTS. P L L C SPLICE BOLT TABLE 8X3.5E12 CONN. QTY. SIZE TYPE HARDENED BEVELED WASHERS WASHERS CLIPS GA (2) X 2" A325 B&N 0 0 \ GA 8X2.5C16 // (4) X 11 A325 B&N 4 0 GB GB SX2.5C14 GB (2) X 2" A325 B&N 0 0 (4) X 2" A325 B&N 8 0 i (2) X 2" A325 B&N 0 0 W10x12 -- DENOTES: PIPE STRUT. ATTACHED WITH ko X 1t" A325 BOLTS. P L L C b h b b PBR WALL PANELS PANEL COVERAGE = 3'-0 COLOR - TBD Cb ELEVATION "SWC" BUILDINGS "C", "A", "B" dD LOAD IMPOSED ON WALL CONSTRUCTION FROM BEAMS'S ANGLE BRACE: a.s kips 0.6 kips F' 1'-2 dD L_!_J 1oxj-FLG./o.185xo'-11 j -WEB .h-..M..M� .vMri .' a :t a 4 4 a t M.ItM Ia:1M I � OPEN TO 19'-10J FOR 20'-0 CONSTRUCTION (NOT BY MANUFACTURER) WALL SHEETING ELEVATION "SWC" BUILDINGS "C", "A", "B" Dec 16, 2011 Co C 53570 9G, r� x EXP. 6-30-2013 �0 C1 V N. �P CAI 8X3.5E12 8X15E12 8X3.5Ei 2 8X3.5E12 8X3.5E12 8X3.5Ei 2 'r \ GA 8X2.5C16 // GB 8X2.5C14 GB 8X2.5C14 GB 8X2.5C14 / GB 8X2.5C14 / GB GB SX2.5C14 8X2.5C16 \ GB 8X2.5C16 i W1oX12 W1ox12 W10x12 \ W10X12 / \ W1ox12 / Wi0X12 WlOX12 W10X12 / \ / FB- O 1/4 POINTS i \x/ O EACH BAY (TYP.) \x/ \x/ \\// o \\\ N /// OPEN TO 19'-10:J FOR 20'-0 CONSTRUCTION (NOT BY MANUFACTURER) o q lo, O 1'-2 24'-10 26'-0 26'-0 26'-0 26'-0 26'-0 26'-0 26'-10 b h b b PBR WALL PANELS PANEL COVERAGE = 3'-0 COLOR - TBD Cb ELEVATION "SWC" BUILDINGS "C", "A", "B" dD LOAD IMPOSED ON WALL CONSTRUCTION FROM BEAMS'S ANGLE BRACE: a.s kips 0.6 kips F' 1'-2 dD L_!_J 1oxj-FLG./o.185xo'-11 j -WEB .h-..M..M� .vMri .' a :t a 4 4 a t M.ItM Ia:1M I � OPEN TO 19'-10J FOR 20'-0 CONSTRUCTION (NOT BY MANUFACTURER) WALL SHEETING ELEVATION "SWC" BUILDINGS "C", "A", "B" Dec 16, 2011 Co C 53570 9G, r� x EXP. 6-30-2013 �0 C1 V N. �P CAI C SPLICE BOLT TABLE 8X2.5Z13 CONN. CITY. SIZE TYPE HARDENED BEVELED WASHERS WASHERS CLIPS GA (2) X 2" A325 B&N 0 0 (4) X 1i A325 B&N 4 0 GB (2) X 2" A325 B&N 0 0 .r (4) X 2" A325 B&N 8 0 (2) X 2" A325 B&N 0 0 C Cb Cb d) V cb l Oxj=FLG. /0.185x0'-11 j= WEB ELEVATION "SWA" BUILDINGS "B", "A", "C" Cb 6 LOAD IMPOSED ON WALL CONSTRUCTION FROM BEAMS'S }ANGLE BRACE: j-- 0.6 kips 0.6 {kips l'-2 V PBR WALL PANELS PANEL COVERAGE 3'-0 COLOR TBD Z_SEC11ON LAP TABLE SYMBOL LAP (LENGTH) SYMBOLI LAP (LENGTH) S 0'-2" (3j") T 2'-4"(2'-5j") 1'-4"(1'-5) V 3'-0"(3'-1j7) OPEN TO 19'-10J FOR 20'-0 CONSTRUCTION (NOT BY MANUFACTURER) WALL SHEETING ELEVATION "SWA" BUILDINGS "B", "A", "C" I SSlpCo �ygl w ``� C 53570 9G o rnX * EX P.6-30-2(113 Dec 16, 2011 S� CIV11. \P 9TF0 CAO P'� V P�r1i I h 4 8X2.5Z13 8X2.5Z16 8X2.5Z16 8X2.5Z16 8X2.5Z13 -/.\ O /0\ O O O .r 8X3.5E12 8X3.5E12 8X3.5E12 8X2.5C16 / 8X2.5C16 X2.5C13 BX2.5C6 8X2.5C16 8X2.5C16 8X2.5C13 G \X2.5C16\ GA / S —TW 0X12 / W10X12 .o W10X12 WlOX12 W10X12 W10X12 W10X12 W10X12 FB- ® 1/4 POINTS \ / 0 EACH BAY (TYP.) \x/ Qj O //\\ N OPEN TO 19'-10J FOR 20'-0 / \ 0 / \ CONSTRUCTION (NOT BY MANUFACTURER) e 0 1'-2 26'-10 26'-0 26'-0 26'-0 26'-0 26'-0 26'-0 24'-10 Cb Cb d) V cb l Oxj=FLG. /0.185x0'-11 j= WEB ELEVATION "SWA" BUILDINGS "B", "A", "C" Cb 6 LOAD IMPOSED ON WALL CONSTRUCTION FROM BEAMS'S }ANGLE BRACE: j-- 0.6 kips 0.6 {kips l'-2 V PBR WALL PANELS PANEL COVERAGE 3'-0 COLOR TBD Z_SEC11ON LAP TABLE SYMBOL LAP (LENGTH) SYMBOLI LAP (LENGTH) S 0'-2" (3j") T 2'-4"(2'-5j") 1'-4"(1'-5) V 3'-0"(3'-1j7) OPEN TO 19'-10J FOR 20'-0 CONSTRUCTION (NOT BY MANUFACTURER) WALL SHEETING ELEVATION "SWA" BUILDINGS "B", "A", "C" I SSlpCo �ygl w ``� C 53570 9G o rnX * EX P.6-30-2(113 Dec 16, 2011 S� CIV11. \P 9TF0 CAO P'� V P�r1i I h 4 12 2" U ~ W 2 21 W x o a U Q U 6'-0 CANOPY ELEVATION "C" F x � W W x x } } oO o_ o Za33 Q 33U U CANOPY ELEVATION "A" CANOPT TRIM AT HIGHSIDE PBR WALL PANELS PANEL COVERAGE 3'-0 COLOR = TBD F- 8X3.5E1 4 8X3.5E14 8X3.5E14 x W 0 BRACE x i P6X1 .78 0) rn I i "° / j \ BRACE .,v -I w �a 1 9'-0 1 OPEN TO BUILDING "A" 8.9 B.7 ELEVATION "SWB" BUILDING "D" CANOPY SHEETING ELEVATION "B" 8X3.5E14 ELEVATION "SWD" BUILDING "D" OPEN TO REMAIN OPEN 1'-0 BACKLAP CANOPY TO BE ATTACHED TO WALL SYSTEM BY OTHERS AT BUILDER DETERMINED HEIGHT. CONNECTION TO WALL NOT BY MANUFACTURER. Dec 16, 2011 a U 1� m 4 O n z z a a 80 a U t Z � m z� < ®❑ W N °Z � a con m Z Of a J ❑ ❑ V Z< w V1 N U O s. Zq) 0�Z V) 't F Q) a 3 Z 0 3 pp O U U3 O Scale: NOT TO SCALE Drawn by. RAJ 12/15/11 Checked by. RRB 12/15/11 Project Engineer: RM Job Number. 12—B-73224 Sheet Number. E9 of 24 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. FRANCOIS RAMBAU, P.E. Califomia P.E. C053570 � G'• - C 53570 -9G, Cr X * EXP.6-30-2013 Sr CIV11 l OF CAL�F� rat rat rat rat rat rat rat rat rat rat rat rat rat rat rat nt rat rat rat rat rat rat rat rat rat rat rat rat rat rat rat nt rat rat rat rat O I 0 O I O I O 1 O I O 1 O 1 O I 0 O 1 O 1 O 1 O 1 O 1 O 1 O 1 O 1 O I 0 O I O I O 1 O I O 1 O 1 0 O 1 O 1 O 1 0 O 1 O 1 O 1 O 1 O 1 O 1 O 1 O 1 0 O 1 O 1 0 O 1 O 1 O 1 O 1 O O O 1 1 1 iV N N N iN iV N N N N N N iV N N N N iV iV N N N N iV N N iV iV iV N N N N [V iV N N N N N N N (V PBR WALL PANELS PANEL COVERAGE 3'-0 COLOR = TBD F- 8X3.5E1 4 8X3.5E14 8X3.5E14 x W 0 BRACE x i P6X1 .78 0) rn I i "° / j \ BRACE .,v -I w �a 1 9'-0 1 OPEN TO BUILDING "A" 8.9 B.7 ELEVATION "SWB" BUILDING "D" CANOPY SHEETING ELEVATION "B" 8X3.5E14 ELEVATION "SWD" BUILDING "D" OPEN TO REMAIN OPEN 1'-0 BACKLAP CANOPY TO BE ATTACHED TO WALL SYSTEM BY OTHERS AT BUILDER DETERMINED HEIGHT. CONNECTION TO WALL NOT BY MANUFACTURER. Dec 16, 2011 a U 1� m 4 O n z z a a 80 a U t Z � m z� < ®❑ W N °Z � a con m Z Of a J ❑ ❑ V Z< w V1 N U O s. Zq) 0�Z V) 't F Q) a 3 Z 0 3 pp O U U3 O Scale: NOT TO SCALE Drawn by. RAJ 12/15/11 Checked by. RRB 12/15/11 Project Engineer: RM Job Number. 12—B-73224 Sheet Number. E9 of 24 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. FRANCOIS RAMBAU, P.E. Califomia P.E. C053570 � G'• - C 53570 -9G, Cr X * EXP.6-30-2013 Sr CIV11 l OF CAL�F� RIGID FRAME ENDWALL COLUMN TOP CONNECTION SHEET TYPE I AT SLOPE W/PC64 18.34 TYPE I AT SLOPE W/PC65 18.35 TYPE i AT SLOPE W/PC71 18.36 TYPE I AT PEAK W/PC64 18.39 TYPE H AT SLOPE W/PC71 18.44 TYPE l/ AT SLOPE W/PC73 18.45 TYPE l/ AT PEAK "C71 18.44 d 4 B.4 (b C& C& d) W12X26 W8X24 W8X10 W8X10 ONE FB4A O 17'-6 LEFT ONE FB4 ® 17'-6 LEFT ELEVATION "EWB" BUILDING "A" GIRTS ARE BX2.5Z16 U.N. LOAD IMPOSED ON WALL CONSTRUCTION FROM BEAMS'S ANGLE BRACE: 0.6 kips 0.6 kips ERECTION N07E: ENDWALL COLUMN EXTENSIONS ARE TO BE LOCATED TO THE INSIDE OF THE ENDfRAME RAFTER. OPEN TO BUILDING 'B" PBR WALL PANELS PANEL COVERAGE = 3'-0 COLOR = TBD PANEL PKG. REQ'D. - PBS -2 Z_SECTION LAP TABLE SYMBOL LAP (LENGTH) SYMBOLLAP(LENGTH) S 0'-2" (3j") T 2'-4"(2'-51') 1'-4"(1'-5j") 4q> 3'-0"(3'-17j") WALL SHEETING ELEVATION "EWB" BLDG A OPEN TO 13'-10J FOR 14'-0 OPEN TO 14'-0 CONSTRUCTION (NOT BY MANUFACTURER) TO REMAIN OPEN Dec 16, 2011 co U-1 ``4 C 53570 9G, EXP. 6-30-2013 S� CIVI1- 9rFoFcm.�Fa� .P i ww Dl7,E X11 SPLICE BOLT TABLE CONN. QTY. SIZE TYPE HARDENED BEVELED WASHERS WASHERS CLIPS GA (2) X 2" A325 B&N 0 0 (4) X 1} A325 B&N 4 0 GB (2) X 2" A325 B&N 0 0 (4) X 2- A325 B&N 8 0 (2) X 2- A325 B&N 0 0 GC (2) X 2' A325 B&N 0 0 (4) X 11 1 A325 B&N 4 0 ERECTION N07E: ENDWALL COLUMN EXTENSIONS ARE TO BE LOCATED TO THE INSIDE OF THE ENDfRAME RAFTER. OPEN TO BUILDING 'B" PBR WALL PANELS PANEL COVERAGE = 3'-0 COLOR = TBD PANEL PKG. REQ'D. - PBS -2 Z_SECTION LAP TABLE SYMBOL LAP (LENGTH) SYMBOLLAP(LENGTH) S 0'-2" (3j") T 2'-4"(2'-51') 1'-4"(1'-5j") 4q> 3'-0"(3'-17j") WALL SHEETING ELEVATION "EWB" BLDG A OPEN TO 13'-10J FOR 14'-0 OPEN TO 14'-0 CONSTRUCTION (NOT BY MANUFACTURER) TO REMAIN OPEN Dec 16, 2011 co U-1 ``4 C 53570 9G, EXP. 6-30-2013 S� CIVI1- 9rFoFcm.�Fa� .P i ww Dl7,E X11 m r 0 c� 7 REGIS c'7 rn tJt -r1 \ t n C c sq CA nor - —a 10'-4 10'-7 10'-10 11'-1 11'-4 11'-7 11'-10 12'-1 12'-4 12'-7 12'-10 13'-1 13'— 4 13'-7 13'-10 14'-1 0 v m z 0 m c 6 z 0 14—JT 14'-11 } 15-21 15'-5} 15-81 15'-1i} 16'-2} 16'-5} 16'-8} 161-111 17'-2} 17'-5} 17'-81 7'-3 7'-3 7'-3 7'-3 7'-3 W 7'-3 a z l+ 7'-3 D O � =T 6'-10 6'-4 5'-10 5'-4 4'-10 4'-4 m I I i I I I I I I I 2'-10 2'— 4 1'-10 `1•-4 1'-0 1'-0 D z D scnv C) z ZA M >m n m C > CO O Ix Z O z N = r'1 s rn D C Z 24-4 EAVE HEIGHT 14'-0 3'-61. 5'-4 Cl 9. u of F,l IN o' a 3 0 0 3 o v J a 0p O ! m `� o D Revision Date C0> " hK = �-° ,D a Z :• 4 Nvv vv �. STAR BUILDING SYSTEMS P.O. �X °`°'° c vv n �' � Ci. a - o $ o N Z T 141i� !41414 NnaIJ ' a n o X X XXX X X 3 4 t M Na Carpo y (405) 636-2010 J r D> D>> >> m C (A N N IA N N N w u N N .+ ,w — M(D C O `" SO uu Cil L" Il wu U ` a)m m m mm mm r1 s� ss I} It w R I} r- zz z z z z .I r 0 0000 �O F welj 00 000 00 0 c v N D z D scnv C) z ZA M >m n m C > CO O Ix Z O z N = r'1 s rn D C Z 24-4 EAVE HEIGHT 14'-0 3'-61. 5'-4 Cl 9. u of F,l IN > K o' a 3 0 0 3 o v J a o q . O ! m `� o n Revision Date z " hK = �-° ,D a � :• 4 > 4 �. STAR BUILDING SYSTEMS P.O. �X °`°'° c 0 n �' � Ci. a - o $ o N Z T o y o STRUCTURES INC �7t� On AWMA qT , OK 73143 a n o Q o w m rOi m 3 C 3 4 t M Na Carpo y (405) 636-2010 > K °°7340 d0 �: K n o o �p 3 o o' - 0 0 o o 3 I o q . O ! m 'z aaaaaaa2�j z Customer. CC) .° v n_ 7 rl > rrl CRANSTON STEEL c o n ,� o3 n a a W N W N y o STRUCTURES INC a n o ��oocn0000w� r' A VIAc�000gi V�i�~ WOODLAND. CA Trn 0D to m m ® o n. J a ^n o 0 3 1 ° nwi N Lr Drawing Status: .+ ,w — M(D C O `" SO N A U ` i d Q O n ❑ � d � Project Name & Location: SUNWEST MILLING COMPANY BIGGS, CA 1/ a, r •u =m ■ 41 1� Descr/pt/on rnrlrnMrqMrqQ aaaaaaa2�j rl rrl cm C) N D r ��oocn0000w� r' A VIAc�000gi V�i�~ By I Ck d I---12 1" I W/A325 W/A325 BOLTS PBR WALL PANELS PANEL COVERAGE = 3'-0 COLOR = TBD PANEL PKG. REQ'D. - PBS -1 O 1 OxJ=FLG./0.185x0'-11 �-WEB O 10xJ= FLG. /0.156 x0'-10= WEB LOAD IMPOSED ON WALL CONSTRUCTION FROM BEAMS'S ANGLE BRACE: 0.6 kips 0.6 kips .-re -,r -fr -t* .-Fr '"� N in co Nto to Co Z—SECTION LAP TABLE SYMBOL LAP (LENGTH) SYMBOL LAP(LENGTH) S 0'-2" (3j") 4T 2'-4'(2'-5J") 1'-4"(1'-51") W 3'-0"(3'-1J") t� 1 Oxi= FLG. /0.156 x(0'-10—WEB V 10xJ= FLG. /0.156 x0'-10= WEB ONE FB4C ® 25'-7J LEFT ELEVATION "EWB" BUILDING "B" JAMBS & HEADERS ARE 8X2.5016 Gb t OxJ=FLG./0.156x0'-10=WEB Cb 10x J= FLG. /0.15 6 x 0'-10= WEB BEAR/NG FRAME ENOWALL SPLICE BOLT TABLE CONN. QTY. SIZE TYPE HARDENED BEVELED WASHERS WASHERS CLIPS GA (2) X 2" A325 B&N 0 0 m� TYPE l AT SLOPE WIPC71 (4) X 1J A325 B&N 4 0 GB (2) X 2" A325 B&N 0 0 TYPE Il AT PEAK WlPr.7t (4) X 2" A325 B&N 8 0 (2) X 2" A325 B&N 0 0 I---12 1" I W/A325 W/A325 BOLTS PBR WALL PANELS PANEL COVERAGE = 3'-0 COLOR = TBD PANEL PKG. REQ'D. - PBS -1 O 1 OxJ=FLG./0.185x0'-11 �-WEB O 10xJ= FLG. /0.156 x0'-10= WEB LOAD IMPOSED ON WALL CONSTRUCTION FROM BEAMS'S ANGLE BRACE: 0.6 kips 0.6 kips .-re -,r -fr -t* .-Fr '"� N in co Nto to Co Z—SECTION LAP TABLE SYMBOL LAP (LENGTH) SYMBOL LAP(LENGTH) S 0'-2" (3j") 4T 2'-4'(2'-5J") 1'-4"(1'-51") W 3'-0"(3'-1J") t� 1 Oxi= FLG. /0.156 x(0'-10—WEB V 10xJ= FLG. /0.156 x0'-10= WEB ONE FB4C ® 25'-7J LEFT ELEVATION "EWB" BUILDING "B" JAMBS & HEADERS ARE 8X2.5016 Gb t OxJ=FLG./0.156x0'-10=WEB Cb 10x J= FLG. /0.15 6 x 0'-10= WEB BEAR/NG FRAME ENOWALL COLUMN TOP CONNECTION SHEET TYPE I Al SLOPE W C64 18.04 TYPE l AT SLOPE W/PC65 18.05 m� TYPE l AT SLOPE WIPC71 18.06 TYPE I AT PEAK W/PC64 18.09 TYPE Il AT SLOPE WIPC71 18.14 TYPE Il AT SLOPE W/PC73 18.15 TYPE Il AT PEAK WlPr.7t �u rw Cb 10xVFLG./0.185x0'-11 WEB tir _ .ry N u� W °p I 1 °1 N -tv _ 00 i I I Of °' I N N 00 COD ao I °' Ii Co OD OD '00n to I I o cli r — I 10 C-4 00 to C*J -- -- — _ I I I I r` i °° N L 40 in to in I I V-0 BACKLAP OPEN TO 19'-10J FOR 20'-0 CONSTRUCTION (NOT BY MANUFACTURER) I WALL SHEETING ELEVATION "EWB" BLDG B Dec 16, 2011 a m 0 O 'n n 0 0 < ro O d O � a U 2 fnn � � ��® ❑ 6 W6 U 3 N a� m Z M LRR M E Q a GO tal U ❑ ❑ V w N 2z g0 3 U chi V) 3 O Scale: NOT TO SCALE Drawn by. RAJ 12/15/11 Checked by. RRB 12/15/11 gineer. RM Project En Job Number. 12—B-73224 Sheet Number: E12 of 24 The engineer whose seal appears hereon is on employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only -The undersigned engineer Is not the overall engineer of record for this project. FRANCOIS RAMBAU, P.E. o J C 53570 9G m Of X EXP. 6-30-2013 clvl�- FOFCP,o � P' 'f r� �� E'., 24'-4 EAVE HEIGHT 16'-9i EAVE HEIGHT N rn O CC) M �� _ Z7 Z N r 0 0 47 Z (+ Z 0 i = a 0 O z D zz m �N 1 �H (TYP.) 12'-64 EAVE HEIGH M co m C D F � Z 0 $ Z I' : o z n 1p " 40 m (TYP.) ' Z z� 12'-64 EAVE HEIGHT > N �z z (TYP.) 0- z r, O p D � Z8 mr Z z r^ m m rn C Cn D ::d U ; O Z o _ z ' Q � n a M Z O W m I' C 6 z 0 V N L 16'-9} EAVE HEIGHT 24'-4 EAVE HEIGHT v CD 0 1 N RE J r+ o= 0 3 o m 3 0 0 S b o y Revision Dote Description By Ck'd ll STAR BUILDING SYSTEMS P•°' BOX "°'o Gj 0 n7'>'�.te O o •. �yy m q2 0 ° u, o c c a m `° 3 c Q Ck tr l ( eae-2010 ac �si4s M Nd Compmy cy rn t7 ^ o ° Project Nome &Location:rt m h m e° SUNWEST MILLING COMPANYCn W. oCustomer ry CRANSTON STEEL Nc N -Oo Ui Co C- STRUCTRES INC =Cj Ln' non ° se._ T m M m _ n WOODLAND, CA BIGGS, CA �_ ^�Drawin For Construction PermitO`°3 5 o struction) noo o \ 0 For t or AoaroConstructrnl ion) ❑ F� Erector Installation a ❑(Na L- cD n Q1 N C r * REGISl r' R9ti -0 O n rn Lncz C y C o Ul N 233 Kx a n O In In AN i 9LC'O X O'Ol Ln Ln 0 �o N 0 W Cr 10 oo 3003ov31 " '—° ° ° �o a X aA a D O w A. STAR BUILDING SYSTEMS P.O. BOX 94910 ° 3 0 r co c 1 �► OKLAHOMA MY. OK 73143 Ln A CD .n..� w .n o 0 m (NA 1 1 O CA /� M NO Umpmy (405) 838-2010 O 7 o a o s o m as o o z W O O z r. r 7C c_ — j O m m v n m D Z to (n `- ry STRUCTURES INC 1 0 w 4 n 0� w o j rn m 4A uss"v ('11 n it 0.*1 'tea 7 nto —� p ° — A 1 a m w m rn 0D 0D 0 Cn 0 os m m m 0 0 .« — 0 n n a '�' 41 x x x x x x x a 0 x x x x x x x 0 0 0 0 0 0 0 0 m 0 0 0 0 0 (J" rn 0 0 U(A u) 0 w w w w w w o 1� W 0 N (Nn x X v X (JA (JA 0 0 0 0 K) -4 D X X (A Cj X O_ X X X x X X X X O r- --4 CT � I 1 O I N a] N_ O O_ Ki m to N a0- 0 i I� 0 o:• EV 00-4 ♦Oiw o"� IV a�0^+ fri co of Qi of 0 a1 CO --{ X x X X X X x CD 0 0 0 0 0 0 0 = r— V J N v N (A x X (A U 0 N x w w x x X x N N.16 I. 71 cn X x x X X X X X N x sci (n N N +u N Z N +w • N -D AN w u (A w w w w w (A f�sl ((A N N N (Nn CNA U (Nn (Nn (Nn (NA QI m m m m m m m m m m m 0 R, z z z z z z z z z x O O O A O A O A O O =z D �R m L- cD n Q1 N C r * REGISl r' R9ti -0 O n rn Lncz C y C o Ul N 233 Kx a n O In In AN i 9LC'O X O'Ol Ln Ln 0 �o N 0 W Cr 10 o oo 3003ov31 " '—° ° ° �o a X aA a D O w A. STAR BUILDING SYSTEMS P.O. BOX 94910 ° 3 0 r co c 1 �► OKLAHOMA MY. OK 73143 Ln A CD .n..� w .n o 0 m (NA 1 1 O CA /� M NO Umpmy (405) 838-2010 O 7 o a o s o m as o o z W xLAx o _ 0 0 ' — "—' c w ° �• 0 ' � a-0 j � D -0 CRANSTON STEEL SUNWEST MILLING COMPANY Ln c *�I< 0 c 'm a o a- m a N N to (n `- ry STRUCTURES INC 1 0 w 4 n 0� w o j rn m 4A uss"v ('11 n it 0.*1 'tea 7 nto —� p ° — A 1 a m N N aA (i oka °n a Is.v w Cn o oo 3003ov31 " '—° ° ° �o a 4h. x Z- z a D D w A. STAR BUILDING SYSTEMS P.O. BOX 94910 ° 3 0 ..� CL c 0 o 0 0 a M co c 1 �► OKLAHOMA MY. OK 73143 O A CD .n..� w .n o 0 - 3 1 4 z m /� M NO Umpmy (405) 838-2010 �`n M> 7 o a o s o m as o o z W i o _ Customer. Protect Name & Location: n m ' — "—' c w ° �• 0 ' � a-0 j � D -0 CRANSTON STEEL SUNWEST MILLING COMPANY Ln c *�I< 0 c 'm a o a- m a p N to 0o `- ry STRUCTURES INC (A' v w 4 n 0� w o j rn m r. uss"v ('11 n WOODLAND, CA BIGGS, CA 0.*1 'tea 7 nto —� p ° — A J m N N n (i oka °n a Is.v w o nwi N N 1 0 Drawing Status: Prdiminary For Construction Permit (Kot For Construction) .« — 0 n n a '�' 41 a cn cn -� For Annroxai []For Erector Installation ❑(Not x a 0 > or Construction) C> IL" x x L 1 0 rn Revision I Date cA v: 1 aA x air 4h. x Z- AD AD m 'D r_ n D D 0 z (A co D 1 v' z (n 0 1 CO m m O 'aA z z _ x x x O O oQ�n -0 p r to U1 (31 D -4A x x o m uss"v ('11 o_ o m o XN (i LI N 1 0 � aA cn cn -� x x > 0 0CD x Lit L4 w a m IO 0 = (J" jaA x x u) M o_ I o 1� ax � v: 1 aA x air 4h. x Z- AD AD m 'D r_ n D D W (A HT1 v' (A (n 1 CO m m O 'aA z z x (n oQ�n o �i r a"' uss"v ('11 o o XN (i Description MM 00 M rn 00 Wil �� ns r I m aim z Mn �mM C7r mor- �f0" CAO AR�1 mZN m ZO m 0 V1 mm ON mo z= zi v m m z O '<'vozi N m :d> m'DV zm +Fi- � 00 K zD D Z v By Ck d o z r 11 - x c� m m o 0 m a z ? o QJ o z 2 c 4 �� OKLAHOMA CITY, OK 73143 to 0 0 o O � P � P � /' M NO / \ �DmY (405) 838-2010 z oD cu t>o m an tp rn oD w rn ao 00 00 0 0 D a fA - 5 0 _ a 4 ma w X X x X X X X X x X X X X X X 'a a (a s 0 P P P P O o O o o P O O o 0 o r (n Drawing Status For Construction Pen -nit ❑Nmystruct/on)orto ® "�c U U v N N A "\ as W * f N N N 0 x x to x" V -I to V O V N J (n v 0" v D x x w (A x o x x x x x x x Lnn x x u) v n CTI I O I N_ co a0 N O O_ N m m N 1 c 0 0 -• I' N N N N (n N (n (n CT aeQea (T CT N CA (r to W ca m m os- m co moi'+ m m N m N W z z z z z z z z 2 M OD (A al (7) M (P 00 X X X A X A X A X X D cnm CO 0 0 0 o O O O = r- 0) 0) 0 in (A w (A a) _ fel Ln X X U U C" N X W G! X X X X a N N N A m nMl �J CD 0 P N _O .i �i * REG/,3 x 0 2 �) N \ a' CTI O 3> o Q) r v C/) O O 9 * 833N��� .e n :U O Ln V) In rq C7 O Z D Tt D m r Z M (n w s Cj a 8— [I] 7A' -d rAVV I-IFIY_I-IT 1 0 aA n -0 a l rt D z --`` _-�� ° $ a �•- a ° 3 u P.O. BOX 94910 STAR BUILDING SYSTEMS ? o QJ o z 2 c 4 �� OKLAHOMA CITY, OK 73143 to 0 0 o O � P � P � /' M NO / \ �DmY (405) 838-2010 7 � a ms o a� �zm z C w o m a- rt o n c� a Customer. Project Name & Location: D a fA - 5 0 _ a 4 ma w N y y CRANSTON STEEL SUNWEST MILLING COMPANY - c o m' 3 0 U w x x M x o STRUCTURES INC 'a a (a s 0 X m X X X BIGGS, CAn wO n30 X X rn (!! (n Drawing Status For Construction Pen -nit ❑Nmystruct/on)orto ® "�c _X N A "\ rn -O For Aoarowl ❑ For Erector Installation ❑ (Not or Constructlon) D (A D D D D D D D D n N N m N N N N N N N N (n (n (n CT (T CT N CA (r to W W ca m m M m co m m m m 0 W z z z z z z z z 2 O O O A O A O A 0 0 D cnm M_ m mo �J CD 0 P N _O .i �i * REG/,3 x 0 2 �) N \ a' CTI O 3> o Q) r v C/) O O 9 * 833N��� .e n :U O Ln V) In rq C7 O Z D Tt D m r Z M (n w s Cj a 8— [I] 7A' -d rAVV I-IFIY_I-IT 1 0 aA n -0 a l rt D z --`` _-�� ° $ a �•- a ° 3 u P.O. BOX 94910 STAR BUILDING SYSTEMS ? o QJ o z 2 c 4 �� OKLAHOMA CITY, OK 73143 to 0 0 o O � P � P � /' M NO / \ �DmY (405) 838-2010 7 � a ms o a� �zm z C w o m a- rt o n c� a Customer. Project Name & Location: D a fA - 5 0 _ a 4 ma w N y y CRANSTON STEEL SUNWEST MILLING COMPANY - c o m' 3 0 U w M C o STRUCTURES INC 'a a (a s 0 R1 m WOODLAND, CA BIGGS, CAn wO n30 rn Drawing Status For Construction Pen -nit ❑Nmystruct/on)orto ® "�c N A "\ m � For Aoarowl ❑ For Erector Installation ❑ (Not or Constructlon) Revision[ Date I� 0 aA I 0 4A cn 1� 0 aA 1� a aA 1 0 4A to t 0 aa'' to 1 0 aA 1 O 5*^ a U_ 1 0 aA 1- 11 Descrip tion ;o;o 00 n 0 A X X O O (i ti (fin can CA 01 RN -1 M Z M ➢ A m =chi <m> mv> Jnr- -nCz rrx�oDO Azc mzN mz om m gN 0 o mm Z O pNp Z D Y N A DN m 0 �D '^v 9m� � po�X 0 2 D v� a Z D By Wd OD o o g 36 °—° o mm 3Qw n n O �Ai O n O —4- .moi z °°,v O 6 c A w.i v A A3.D A >Q gO v f•7 M/ dOAHOhA dT YON 73143 Q O au X aw X xw X hi - X NCI Compmy (465) 838-2010 au X 11 M OA X m D Z Cn N ProecName & Locatio: j N N +w N N +w y N N m N W OD rn ao CD M a)00 " T OD OD O O n X X X X X X X X X X X X X 0 5 Zf a 3 L' �_ m O O O O O O O O O O Q O O r (Nof For Gonstn�ctkxl) aI of (T Ln (A U W (A (A W (AO (n W N Ln N 0 X X J (-nX J 0 J 0 J Cn J N J Cir m v rn D z zzz z z z X Cir N --I0 X X GI ('i X O• X X X X X x o rrl U �_ 1 I O I N N O_ O N 1 m 1 t O O I 1 1 1 1 1 qq 1 =� cn N � r0 ;'.* #wl Baan D� ##A ;0zrn Aa m O Of Of O1 a) of OD fm —{ X X X O X X O X X rn (>m co 0 0 0 0 0 0 0 x r rn v, m -4 -4 w (n = r rl (Nil X X (P U X R7 Orn awn OD o o g 36 °—° o mm 3Qw n n O �Ai O n O —4- .moi z °°,v O 6 c O w.i v A A3.D A >Q gO v f•7 M/ dOAHOhA dT YON 73143 Q • au X aw X xw X hi - X NCI Compmy (465) 838-2010 au X x.r X - X X xw X 0 Cn N ProecName & Locatio: j N N +w N N +w y N N m I STRUCTURES INC vW5-CLO " T m °D r n w BIGGS, CA www q ��m _ c: ® '00 O J www N _ N r ww 0 5 Zf a 3 L' �_ m N ^1 Drawing Status. -Preliminary For Construction Permit ❑ -^ o a q '1 A W (n ` (Nof For Gonstn�ctkxl) (.n o M n L'. N 0 N (T N Ln (T N W m m m m m m mm m rn 0 z zzz z z z x O O O A O O A O O =� ;0zrn Aa m fm O O O O O O O O O rn (>m 1'J •s�i1 REG/ST M A M rn Cn `I r r V Z d 101 ;sy > o o g 36 °—° o mm 3Qw oqt 0 z °°,v O 6 PABOX 94 910 STAR BUILDING SYSTEMS A A3.D A >Q gO dOAHOhA dT YON 73143 Q �o c O co , io NCI Compmy (465) 838-2010 ;0 >anh 5 ppL m h w o' Z Customer ProecName & Locatio: j D y CRANSTON STEEL SUNWEST MILLING COMPANYAy _c ° 3 g 0, a a I STRUCTURES INC vW5-CLO " T m °D r n WOODLAND, CA BIGGS, CA q ��m _ c: ® '00 O J N _ N r 0 5 Zf a 3 L' �_ a N ^1 Drawing Status. -Preliminary For Construction Permit ❑ -^ o a q '1 A W (n ` (Nof For Gonstn�ctkxl) o M n L'. Far,�1yprow/ For Erector /nstalla#Ion ❑ ❑ 0 [Not kar Construction) Revision I Date 1 0 1 0 I� 0 aA cn i� 1 4A CT 1 0 aA cn 1 0 aA 1 cn 1� 0 aA to i� 0 aA Descr/p#Ion PIT �� m N -<Em M <m;o or Aon ;U Fn -<MZ OFn Cc: ;> OA m z N no m z O m M rri A n m0 q(x zi oO mF, z 0 r -z (Zm <w m 0 =jDmri•DO gm ,iiA pp=JX K Z D v� D Z By I Ck'd Z r- ;K L- = 0 -n M O 0 m D Z p w STAR BUILDING SYSTEMS P.O. �x s,.'"° a O -w 0,0 -, o w w 3 N ooC v0m3sa 2 c I F, Rt Q. tr `.S 1 I 1 1 Z 00 CO CO rn 00 Co rn rn Ca 00 CO w x x x x x x x x x x x 0 0 V O Cn O O O O O U O (A O W O W O W O x O x O r- +, N N V - V V V V W V U W r 0 (n X X N X U U U U U V A X X W W X O X X X X X X U N 4 cp x_ m CT - I O I• N_ N O_ O_ N fT1 l0 N S4 uOtr I I 0 S �0., ♦0 a aim N M 00 M rn rn M Cl 00 X X X X X X X D pa) 0 0 0 0 o x CD a, in in W w (A 0 m (n X X N LnCvn X = X W W X X X N �_ , �, N_ N_ N �• r07 00 v O .moi O O 00 X X X X X x x X o _x Z' ni N m r_ D D D D D D D D D N pliNA 0 C (NA 0 K3 0 r -i (Nn Nn ( r n m z m z m z m z m z m z m z to z m z m 0 O 0 0 4% O O A O O NA 20 CD z r N r0T1 M O 0 0 0 O O O O O 2*�M 2v M 0 P N O -A REG/SP rn f~ M p � _ or cn 11 D o W cn to ` r r o =o l i `v 1 17 z M I a - o - 24'-4 EAVE HEIGHT 14'-0 , S-6 , O.F. 8.0 X 0.3125 WEB 12.0 TO 54.0X0.185 4.11 TO 54.0X0.2 I.F 8.0 X 0.625 W 1} N X q''0 00 3 o m 3 ov° D n ..,,� .+ O .0• .p a Z C 5: _ ? a a c> n S . o �i o a tr 2 O ^ x O : a p w STAR BUILDING SYSTEMS P.O. �x s,.'"° a O -w 0,0 -, o w w 3 N ooC v0m3sa 2 c tr F, Rt Q. tr `.S �cr.� �_ M t OKLAHOMA CITY, CIC 73143 Conroy a O A fi na m� tr itr 2 (405) 836-2010 a) m ° � a,, 0 o 5 >E ® Oy Customer. Projrct Name h Location. so v »� a o o c u o w ` -1 CRANSTON STEEL SUNWEST MILLING COMPANY 00 ,o n 3 o 0 n a w v 0 4 a 0 rn I m m s n STRUCTURES INC, WOODLAND, CA BIGGS, CA a w m w I'*1 A� 0 n -A -wa 0 n' 3 S. J V J N � N n rn o S 0 o x °, N Orawfng Stotus: Preliminary (Not Far ConstructJon) ®Far Construction Permlt N n 0 a a A N +, For - ❑(Not -% or C--!onsfructJon) E:] For Erector Installation Revision I Dote U 1 0 aa' 1 0 aA i Descrlption KA -<>Z vm> 2 O D O A O-1 Aye mZ(mn A Z O m mm n N mo gx z; 00 m m � z o �+t0 ND A D V) —m gA 9M M =IX � gn D Z By I Ck d r 0 m r*m v 0 m D z z ao ao rn 0 a 0 00 x x x xx 0 0 0 014 x 24'-4 EAVE HEIGHT 00 0 0 r 14 Ln Ln x x cvn v D 20'-0 4'-4 o v X X N N X U N -{ NU I I o_ o ! I A M nl I 1 9. Ow 1 _x I- N olUi vl�i aTw N O.F. 10.0 X 0.375 0 0 m o, o, WEB 12.0 TO 41.73X0.1854173TO52.0X0.2 Nto a) 10.0 X 0.375 CO tD 0 0 0 = I.F. U U -4 rn X X N rJ A = o A 0'-101 yr D L4 m rn x n 0 0 = 0 \ W' 9L£'0 X 0'Ol 4 NC< asw •u -C X X X Ln (n D U I UP 1 CVw� N X a.0 N N N mO a' O �N a W N LA N m W N 0 �I 7 V aw N N U U U U m N O U ( I N M O 19' m x cNn 4AA o z z o N coa m � 0 0 0 2 N> y X U I W o (Ar � Z fem 22'-4A N � o O 0 0 0 yA X o x m qF,i O N\ U Nom Ln V U a r ' � _N r 90 O O aA X u 0 0 V O U O OD aA V ip O X X U N U OU) Ln aA I 0 AA cn 1 0 aA r ? (" 7 f m o in o 0 N X X x Z;. M O O N " C7 O N N U U U U � O N m � O O off` N 26'-64 m g $ rn o (a °= M O x x 0 O �. � m X O CZ O m I N N N (. U Z n o 8.0 X 0.5 «v- IVF— o O 8.0 X 0.5 00 o o w a. K m 0'-10} x x r- 0 zLIZ m (h ° m v N r rNn U am X o+ o U o N x X X U 0 o O U U U U I' O U r 0 N m cn N m I � IND N U O X X d qqU V O C+/ a7� N OI- 0) U Ln O m I a O O ate+ X O U U N I � O U a 22'-4?o x o N c0i� o � x 0 N Nn I O W 0, U O -1 O rN*t x U m O N r. O W O qtr N x U O � O D A -F 10.0X0.375 0o 19'-0" A °o z -<>Z 0'-10} X r^A vr- DmD mo-r- m < N 0 > 0 I.F. 10.0 X 0.375 ;0;0�ZV) Mz Om WEB 12.0 TO 41.73 X 0.185 41173 TO 52.0 X 0.2 m rl 0 N N O.F. 10.0 X 0.375 zi m 00 :� 0 Z 0 A r-O (nm <N m 20'-0 4'-4 OM a N pD zm A 24'-4 EAVE HEIGHT 0X zD 0 ..A D Z v REGI Sj c'33 oa'�3om3ovsl a b e o cn = a Z , o o v o C $ o- 3 n STAR BUILDING SYSTEMS P.O. BOX "910EL Revision Dote Descr/ tion p By clot ti 0 (A ja o C oralrMu air arc 73143 M rkl Compmy O a n °n a( -, o 'q `So- (4os) e3s-2010 n4' m K w° ®a rt n 0' �^, 2 Customer Project Nome & Location: $' o r t` CW1t C7 o n v a Cr w° v o >> ao'ac N y y CRANSTON STEEL SUNWEST MILLING COMPANY N o V u,z w- w o o n 3 m Cl o w I W STRUCTURES INC n WOODLAND. CA BIGGS, CA 0 o a_ _.$ 3 - w * o S " 3 ? '_0_ = n ° N S Drawing Status: Proliminary ❑ (Not For Construction) \ ®For Construction Permit ���N m y O aao N a. � aor El(NotF�ar roCwlonstruction) ❑For Erector Installation r m mon z 00 m oo rn o0 00 00 X X X X X x00 0 0 0 0 0 0 24'-4 EAVE HEIGHT r% CA (A N r 20'-0 4'-4 00 U U U U U 6 D Urn X X X X X X Q m mCA I I I I I I G) a) O.F. 8.0 X 0.25 0 0 1'1 0) ao � WEB 12.0 TO 37.63 X 0.156 37 63 TO 48.0 X 0.1 88 N N 0 0 0 = r I.F. 8.0 X 0.375 0 0 V V N G7 71 W U U U = V ND X X X 0'-101 X m U 'a D c,Z•O X 0'9 W I) W I X X Xx ie V) I' D O ( N N D N N nN� m ..D O U O W • r m O n I D D D D C) N X N Vi �j V N VNi UVfl)Ni m N N X OI N RaA m' m a) k M O 20'-5J m Cn 0 o m z z z z01) �a A o 0 o N> D aA rri ;0Z r N Un W CO rnM f m 22'-8QaA cin p o 0 00 0 TfA xo wn NO Ln 00 V U r� a' O • 1 X a X 0 i.) r cn v+ 0 0 x aA ` 0 0 N Ln (r Q p ■ f I N � O O U _ of O I _ O CT O U 1 aA to I 0 aA Fn iz Vi M O U0 x x x' N O (T m p 0 NN v 0) Ln W v: C7 I 0 M O a2" O 26'-101J M {8 Wo U) N x X X aA Co O41 O C Z N O m N U 1 <r O o >8 .0 `n Z 1-^ F— o O � �J � 8.0 X 0.25 w o (i D o o x o 0 1"m 0'-10} , o ?Q U Z n m O U aA s r m N O) x I m O U O O x x X En [) O O U N N r. a) U O O U r' 0 0 N M U_ I M N Cn (r X I O � N V U O U O m ■ O � X O U U I W o o air" x o cn in N U r O 22'-Q x O U U1 0)0 to N I 20'-5J aw 00 y m o o M X N p O O M x I 8 �1D O aa.) 8.0 X 0.25 CA is'—o• -� -<>m U m0 <mM 0'-10} o o� A�> �mz 0 0>-40 ( N A .ZI fCn Z U) I.F. 8.0 X 0.375 A Z moM WEB 12.0 TO 37.63 X 0.156 7.637048.0X01 5 n �1m N 0 O.F. 8.0 X 0.25 mZ gN 0 f�> Mz NM 1 D'n o m 20'-0 4'-4 m� i0 m 24'-4 EAVE HEIGHT $ 00 33 p O� � ZD v� D Z v )� REGIS o�0 3o03 0aooJ � ;° D o' ort _ rt oro k a a a c Revision Date Description By Ck d = z _ ? s o $ z 4 �• STAR BUILDING SYSTEMS P.O. BOX 94910 -Sy FR a O n,� 9' a o d ca Z C ^* 4 Q `�') OIO.AH011A CRY, OK 73143 m q2. -0 ° N O ..� A y C m ;i " An Na carnpwy t7 Xo n �p v� `d n °Q C 0 N w (405y s36-2010 n rn Tt m ° m a �0. o , - o l 1 m � Customer. Project Name & Location: n m c. Cryo J. ° 7 f m ".0 ;v y fe r o C71 {n o D a_ P g W o w x D �, CRANSTON STEEL SUNWEST MILLING COMPANY J `" c a° ro 3 0. a r `A I �0 ` Q STRUCTURES INC O C7 O v o n _ T; rn m WOODLAND, CA BIGGS, CA p 0 r r, ro��°yo t n roNm L4 Ln 0Drawing Status: ° Xmy structkn] for Construction Pem/t ° 83 o a►App L -I El(Fzt koraC-oni atrtetro 1 [:]For Erector Instaiiotion 0 0 co > C) Z M4H4 a? s o m Jid 2 °) OI al CJf m m �, Q V) X X X X �� _r O O O •� 0 O CUst0lnCr: m W of U r0 W N (JJi N VJi m D x x x X 0 r0 45'M0p0 Om3=13 M m O O O N DD M"" D as. (n8 F- m m N m Im rn rn --q x x x D 0 0 0 W s LNn vJ, cONn z m X x x N m n v 00 v 0 Q M4H4 a? s o m Jid � X x N x N C m m �, Q V) i> p m 2 m c �' g3 �� _r W (A(AU W W •� 0 O CUst0lnCr: m m o o 3 0 a. � y CRANSTON STEEL W i z CD I m m SUNWEST MILLING COMPANY in 3,0 o WOODLAND. CA r0 45'M0p0 Om3=13 N BIGGS, CA O O O N DD M"" D 4 (n8 F- m m ❑ For row! For Erecfor /n tol%tI x� v CD 0 N _o 12'-61 EAVE HEIGHT 0. F. 5.0 X 0.25 WEB 11.5 X 0.134 I.F. 5.0 X 0.25 N 1 N �4 x N N N I a4 U 1 0 Vi 1� a'A Descrip tion z� >> tN/� -�> z mn <rrnX O� A > > Ar— r O; v>0 A� mz0 > r� ON r•, v g = Or 20 rpt Z = ZV (mom N z > f;(n (n;'D aN om nv =X > z z v By Ck d A a? s o m $ � m m° m mi° o 2 C m m �, Q STAR BUILDING G SYSTEMS P Q BOX 94910 ReNslon Dote i> p m 2 m c �' g3 �� M NC7 Carrgany O�LAHONA f]7Y, OK 73143 > C - m to O 01* .� n 7 S •� 0 O CUst0lnCr: (483) 636-2010 m o o 3 0 a. � y CRANSTON STEEL Project Nome Location, v :3 n° u mo° m I m STRUCTURES INC SUNWEST MILLING COMPANY in 3,0 o WOODLAND. CA 45'M0p0 Om3=13 N BIGGS, CA a° O N Orowing Status.. 11 4 LProeltiminary Far !,`pn vfn ft-_ ❑ For row! For Erecfor /n tol%tI x� Descrip tion z� >> tN/� -�> z mn <rrnX O� A > > Ar— r O; v>0 A� mz0 > r� ON r•, v g = Or 20 rpt Z = ZV (mom N z > f;(n (n;'D aN om nv =X > z z v By Ck d A 0 0 m D Z if Z O O' O' O f+�l II1' n O O O x x x o I- o o f D c' x x A m IT1 W W xrn a00 I' m N O O O O I I D Co 0 0 _ x X = I31r r1 D 0 0 W m x x m n W W 0 OD, a n _ _ < Cl 0° 0° C a U3 x x so (n N guar �uu m m r L4 U I N N m N Un v A R- m 24'-4 a O.F. 10.0 X 0.375 v 0 0 DD y 33 o crn WEB 12.0 TO 35.5 X 0.185 29.99074 TO 39.54 X 0.375 fm M I.F. 10.0 X 0.375 w. :n 0 0 TA u D �� Nca a 0 X O A N r V I � (it D D W W x U D W m U M W N M 20'-1j CLEAR m ; C_ O N Z (/)1'-2 G7 m : n D O ( 0 N 0 Z o o M D rn w io x x x < >-4 N v O L m N O � Z D a r W D D v f'1 C7 N A m N M x I D W N UI W 1351 0 A _ rs. I O A ww. 1} a W DD w x I.F. 10.0 X 0.375 �+- 00 WEB 12.0 TO 29.99 X 0.185 29.99074 TO 35.5 X 0.375 N oxxo W w O.F. 10.0 X 0.3750 Lnn(A r N v n 1 N O j ti� Q C) d� y9 * REGIS o� �,'oM�0000Qv� '� P " `" "-" � `�' � � 4 A• STAR BUILDING SYSTEMS a.o. �X 949+0 Revision Dore Description By Ckd F/Q � Q -(b m � � $ o o � Q4. Q �. OI�AHOMA pTY, OK 73143 M -4 � cn o o ,.a � W 3 � `•S An wd cry ( ) 92 = = m � 4os sae-zmo �niD � 2 a) Ul K c; = l, n a' � Customer. Project Nome &Location: o � C/)o a rt v ,^�. � a N � � y .y CRANSTON STEEL SUN WEST MILLING COMPANY -C, v cn cn c ° � 'm 3 0 � a � w m " 0 STRUCTURES INC � I CL . W w u ° � WOODLAND, CA BIGGS, CA R. 5 00.3 ? a_ �, � Drawing Scotus: ❑Preliminary � o N � ° N -P, ` � (Not Far Construction) ®For Construction Permit m ❑For Aaar°wt For Erector /nstolloflon (Nor F'ar construction) ❑ �N�� . CONNECTION CODES TOP AND BOTTOM BOLT PAi T7 CONNECTIONOR 1P CONNECT10N mom • • •-CONNECTION CONNECTION 3B, 31 OR 3P CONNECTION 4B, 41 OR 4P CONNECTION 3F CONNECTION 4X CONNECTION 1E CONNECTION 2E CONNECTION 3E CONNECTION 4F CONNECTION 4E 4E �2EH Z CONNECTION DESIGNATION BLANK = STANDARD CONNECTION H = HEAVY CONNECTION BOTTOM CONNECTION CODE BOTTOM QUANTITY OF BOLT ROWS CONNECTION DESIGNATION BLANK = STANDARD CONNECTION H = HEAVY CONNECTION TOP CONNECTION CODE TOP QUANTITY OF BOLT ROWS CONNECTION CODE FORMAT CONNECTION CODE DESCRIPTION B = THIS DESCRIPTION CODE IS USED TO DEFINE SHEAR CONNECTIONS. BOLTS ARE LOCATED INSIDE THE OUTER FLANGE AND CONNECTION PLATE IS RECESSED 1/8" BELOW THE OUTER FLANGE. I = THIS DESCRIPTION CODE IS USED TO DEFINE MOMENT CONNECTIONS. BOLTS ARE LOCATED INSIDE THE OUTER FLANGE AND CONNECTION PLATE IS RECESSED 1/8- BELOW THE OUTER FLANGE. P = THIS DESCRIPTION CODE IS THE SAME AS B CODE, BUTT PLATE LENGTH MUST BE A MINIMUM OF 1/2" THE RAFTER DEPTH AND SHALL NOT EXCEED RAFTER TOTAL DEPTH. F = THIS DESCRIPTION CODE IS USED TO DEFINE MOMENT CONNECTIONS. BOLTS ARE LOCATED INSIDE THE OUTER FLANGE AND CONNECTION PLATE PROJECTS 1/2" ABOVE THE OUTER FLANGE. E = THIS DESCRIPTION CODE IS USED TO DEFINE MOMENT CONNECTIONS. BOLTS ARE LOCATED WITH ONE SET OUTSIDE THE OUTER FLANGE AND REMAINDER SETS LOCATED INSIDE THE OUTER FLANGE. 4X = THIS DESCRIPTION CODE IS USED TO DEFINE MOMENT CONNECTIONS. BOLTS ARE LOCATED WITH TWO SETS EITHER SIDE THE OUTER FLANGE WITH A GUSSET PLATE OUTSIDE THE OUTER FLANGE OR COLUMN CAP PLATE. D (BOLT DIAMETER) HD (HOLE DIAMETER) Top Connection Code . Splice Bolts See BSMAX in Table Bottom Connection Code- G A325 CONNECTION BOLT DIMENSIONS NAME DESCRIPTION FOR A325 BOLT DIMENSIONS 1/2- D DIAMETER OF THE BOLT 1" HD BOLT HOLE DIAMETER 9/16" G BOLT GAUGE MAX. WEB THICKNESS Max. " Fillet Weld WITHOUT WASHEI MAX. WEB THICKNESS Max. " Fillet Weld WITH WASHER 1 9/16- 2 1/2" CONN. BOLT GAUGE Q F --NORMAL 3 1/2" BOLT SPACING Q rHGHEAVY MINIMUM SPACING BETWEEN TOP do BOTTOM SETS OF BOLTS J 0 M BSMAX MAXIMUM BOLT SPACING BETWEEN TOP AND BOTTOM SETS OF BOLTS ON CONNECTION PLATES LESS THAN OR EQUAL TO 3/4' THICK z O BFCD STANDARD BOLT—TO—FLANGE CLEARANCE DIMENSION (LARGER ON SLOPES 2:12 AND GREATER) F- TT THICKNESS TOP FLANGE U LJ J TB THICKNESS BOTTOM FLANGE z YT BOLT SPACING TOP (MIN - S) OYB 2 1/2- BOLT SPACING BOTTOM (MIN S) U EED(S) MINIMUM SHEARED END EDGE DIMENSION 4 1/2' EED(R) MINIMUM ROLLED END EDGE DIMENSION 2 5/8" EEDK END EDGE DIMENSION AT KNEE CONNECTION 4' BCWM MIN. BOLT CLEARANCE FROM A FLANGE OR WEB WELD IWITHOUT WASHER I WITH HARDENED WASHER 2'-0' WCSM MIN. WIDTH OF CONN. PL. (Standard Connection) 1/2 BSMAX (tJ") WHEN BSMAX — V-04" TO 4'-0 1/3 BSMAX (tA") WHEN BSMAX = 4'-04" TO 6'-0 1/4 BSMAX (A-) WHEN BSMAX = 6'-04 TO 8'-0 WCHM MIN. WIDTH OF CONN. PL. (Heavy Connection) 1 1/4" TCMIN MINIMUM THICKNESS OF D (BOLT DIAMETER) HD (HOLE DIAMETER) Top Connection Code . Splice Bolts See BSMAX in Table Bottom Connection Code- G A325 CONNECTION BOLT DIMENSIONS Part Mark Material 1/2- 3/4" 7/8" 1" 1 1/4- 1 1/2- 9/16" 13/16" 15/16" 1 1/16" 1 5/16" 1 9/16- 2 1/2" 3" 4' 3 1/2" 4" 5 1/2- 1" 1 1/8- 1 7/8" 1 1/4" 1 3/8" 2 1/8- 3/4- 7/8" 1 5/8' 7/8" 7/8- 1 7/8 - N/A 2 1/4" 2 5/8" 3" 3 3/4" 4' 2 1/2- 3" 3 1/4" 3 1/2" 4' 4 1/2' 1 1/2' 2 1/4" 2 5/8" 3" 3 3/4' 4' 2'-0' 2'-0" 2'-0" 2'-0' 2'-0' 2'-0" SPLICE BOLT SPACING (NOT TO EXCEED 2'-0) 1/2 BSMAX (tJ") WHEN BSMAX — V-04" TO 4'-0 1/3 BSMAX (tA") WHEN BSMAX = 4'-04" TO 6'-0 1/4 BSMAX (A-) WHEN BSMAX = 6'-04 TO 8'-0 7/8"F-1 1/8- 1 1/4" /8"1 1 3/8"F1 5/8" 1 7/8" Q REFER TO FRAME PROFILE FOR LARGEST FLANGE THICKNESS EITHER SIDE OF SPLICE ❑❑ 1 3/4" + TT 2 1/4" + TT 2 1/2' + TT 2 3/4' + TT 3 1/4" + TT 3 3/4" + TT or TB Sloped or TB Sloped or TB Sloped or TB Sloped or TB Sloped or TB Sloped 1 1/4- 1 1/4" 1 1/2" 1 3/4" 2 1/4" 2 5/8- 3/4' 1' 1 1/8- 1 1/4" 1 5/8* 2 1/4- 1 3/8" 1 3/8- 1 5/8" 1 7/8" 2 3/8- /4"7 2 3/4- 7/16- 16- 5/8- 3/4- 13/16" 1" 1 3/8- 9/16" 3/4" 7/8' 1- 1 1/4" 1 1/2- 5' 6" 8' 8" 10" 12" N/A 10" 12" 12" 16" 18" 1/4" 3/8' 7/16" 1/2" 5/8" 1" EED(S) BFCD TT YT — — BFCD D (BOLT DIAMETER) HD (HOLE DIAMETER) Top Connection Code S S Splice Bolt Spacing See BSMAX BSMIN and Splice Bolts _ BSMAX See BSMAX in Table BFCD TB YB Bottom Connection Co BFCD EED(S) or EEDK STANDARD CONNECTION DESIGNATION ( CODE 4E/2E SHOWN ) PLATE THICKNESS WASHER (IF REQUIRED) W ., A325 BOLT EDGE DISTANCE BFCD + TOP FLANGE PLATE THICKNESS -A" _ COLUMN J m_ CAP PLATE Frame Documentation T 05.12-10 Connection Bolt Details (A325) Dau Mar'11 02 m B 4E/?EH Connection Code (See "Connection Code Format" on this drawing) Connection Location CROSS SECTION CONNECTION CODE KEY ( AS SHOWN AT CONNECTIONS ON FRAME CROSS SECTION DRAWINGS ) Flange Brace Material Schedule Part Mark Material 4 FB4- L 2" x 2" x 14 Ga. FB5_ L 2" x 2" x 14 Ga. FB6_ L2"x2"xi" EED(S) FB7- L 21" x 2J" x A" L D (BOLT DIAMETER) HD (HOLE DIAMETER) Gusset Plate (At Rafter Outer Flange shown) BFCD Top Connection Code TT EED(S) — BFCD BFCD TT YT — BFCD S Splice Bolts S (See BSMAX in Table Ta Splice Bolt Spacing See BSMAX — MINnd BFCD MAX Bottom Connection Code z z TB BFCD BFCD :9 TB YB — BFCD HEAVY CONNECTION DESIGNATION BFCD + TOP FLANGE PLATE THICKNESS (MIN. 1i") - A' RAFTER ►- FLANGE Q � S Q V) U = w v1 U N I I --yNOT LESS NOT LESS \141 THAN BFCD THAN BFCD CONNECTION P CONNECTION P LOW SIDE CONNECTION HIGH SIDE CONNECTION LEAN—TO CONNECTIONS EED(S) or EEDK Gusset Plate Sheet Number. E24 of 24 (At Rafter Inner Flange shown) The engineer whose seal 4X CONNECTION DESIGNATION appears hereon Is on employee for the manufacturer for the ( CODE 4X/4X SHOWN) materials described herein. Said LEAN—TO BUTT PLATE LENGTH* CHART BOLT QTY BOLT Du 2 4 6 go 0 Z 6" 6" a < a J" O BOLT EED(S) 6" a 1'-0 J"O BOLT a � U 9J" S 1"0 BOLT 04 z 7" 1O�- Cf) e o� a Z ®❑ YT LLl F-- (nU t y o Z i/-' inn m S V, T- Splice Bolt Spacing Z See BSMAX 0 o ` BSMIN m E and BSMAX Q ❑❑ CnLJ J w S yZ< s. s Lu Lzx a YB (nog zoo 3 o �vU) D Scale: NOT TO SCALE S Drown by. RAJ 12/15/11 Checked by. RRB 12/15/11 Project Engineer. RM EED(S) or EEDK Job Number 12—B-73224 Gusset Plate Sheet Number. E24 of 24 (At Rafter Inner Flange shown) The engineer whose seal 4X CONNECTION DESIGNATION appears hereon Is on employee for the manufacturer for the ( CODE 4X/4X SHOWN) materials described herein. Said LEAN—TO BUTT PLATE LENGTH* CHART BOLT QTY BOLT Du 2 4 6 8 2"O BOLT 6" 6" 7J" 10" J" O BOLT 6" 6" 9" 1'-0 J"O BOLT 6" 64" 9J" V-1 1"0 BOLT 6" 7" 1O�- 1'-2 * NOTE; BUTT PLATE LENGTH MUST BE A MINIMUM OF 1/2 THE RAFTER WEB DEPTH AND SHALL NOT EXCEED RAFTER TOTAL DEPTH. seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. FRANCOIS RAMBAU, P.E. 'V'�'OF SS/0 ( / LU 535717 � M y' * EXP.6-30-2013 Dec 16, 2011 S� CIVIL �TFGFCAL��O� M M 5 —B. 4 i I ❑ ■ w .N. Z a A 3 E3D3T_3c>i��o s _ _ p o o_ qq yo n r- m z s° 3 y 3v 'S•A 0 � m 0 ym}OOQyc 0'0g y00"0 $ p > 1 Gro 0nq A jO 5cxqnjq *A yaQloO0 p � 4i°0�c r ca o N 3 q:03 p, a :131 '0 CLq,0rt 3 0 Z' vq „° c qjrtO O —0 °p M G O O 0 =r 3 y c1 0 s q, q is°_.y Av t'i a '. o. � =r a, p c a.o ivV C O m G rn 0.cx P V y F A 0 -.°q �$�03q -3 3 0 1 0 aA rs °$ q 0 7 a rA y q- I - - 3ypf?? s Q `� + > M C p 0 7 p srt 2 a?rtm °o 5� ° o id 0 Q j cC O j A A d y 0°..7 —y ° aq y ° 7 dpO o�nao� m rt N cA A 0 7 O O 7 p S p D O O 0 .0 7 3 ~Ms o - rt p OL a 0. 0 �'' °O.q A 5.0.0 3 _ 0 y i j y 7 O rt�. q w•0«y' N d M ecr s y2rt2aq m s 0 010 p q C C co O 1 s 3 o ® S o p o q pn M a q 0. o qa o N 78'-0 78'-0 RMEE Eiw JT/OUT OF STE B.7 C& 140'-0 OUT/OUT OF STEEL 0-33 o'o 0, 3 o m 3 qv o A 0 S D o c Z o z rt— 00, o m =� Mtw c,u, n o STAR BUILDING SYSTEMS P•a �x sato O �-<z a v_ o q4 K-nS m r. mm, m O Fl A 'A Q `•S a0 x x x o�O cn 02 W ( 2 � Customer. Project Nome & Location: CO .D ,< y c 0 o Z O �� A y CRANSTON STEEL SUNWEST MILLING COMPANY 0 cn c q ,o F o- 0 3 o o. g y m z M N rj m` Z x N STRUCTURES INC Ln o n 0 t o° y N O 1 7 � C � m D N amzm WOODLAND. CA BIGGS, CA (:: r -c)0 O rn D Z Drawing Status: Pim��Y For Construction Permit ❑ (Not For Constructkxi) ❑ p c o 3 o T tin tin M M 5 —B. 4 i I ❑ ■ w .N. Z a A 3 E3D3T_3c>i��o s _ _ p o o_ qq yo n r- m z s° 3 y 3v 'S•A 0 � m 0 ym}OOQyc 0'0g y00"0 $ p > 1 Gro 0nq A jO 5cxqnjq *A yaQloO0 p � 4i°0�c r ca o N 3 q:03 p, a :131 '0 CLq,0rt 3 0 Z' vq „° c qjrtO O —0 °p M G O O 0 =r 3 y c1 0 s q, q is°_.y Av t'i a '. o. � =r a, p c a.o ivV C O m G rn 0.cx P V y F A 0 -.°q �$�03q -3 3 0 1 0 aA rs °$ q 0 7 a rA y q- I - - 3ypf?? s Q `� + > M C p 0 7 p srt 2 a?rtm °o 5� ° o id 0 Q j cC O j A A d y 0°..7 —y ° aq y ° 7 dpO o�nao� m rt N cA A 0 7 O O 7 p S p D O O 0 .0 7 3 ~Ms o - rt p OL a 0. 0 �'' °O.q A 5.0.0 3 _ 0 y i j y 7 O rt�. q w•0«y' N d M ecr s y2rt2aq m s 0 010 p q C C co O 1 s 3 o ® S o p o q pn M a q 0. o qa o N 78'-0 78'-0 RMEE Eiw JT/OUT OF STE B.7 C& 140'-0 OUT/OUT OF STEEL 0-33 o'o 0, 3 o m 3 qv o A 0 S a o c o z rt— 00, o m =� a o STAR BUILDING SYSTEMS P•a �x sato 'o a 0 g o y q Z C .. q4 o- �,__ OKLAHOMA qTY. OK 73143 ° u) Cc,., .0 c c p m y 3 :r q C otr Q `•S " M r Company (405) 838-2010 �� m K o e.dn'q��wa�q w o, o- 0 n- o ma tr I W ( 2 � Customer. Project Nome & Location: CO .D ,< y c 0 o �� A y CRANSTON STEEL SUNWEST MILLING COMPANY 0 cn c q ,o F o- 0 3 o o. g y m rj m` y o STRUCTURES INC Ln o n 0 t o° y N O 1 7 m n WOODLAND. CA BIGGS, CA J Drawing Status: Pim��Y For Construction Permit ❑ (Not For Constructkxi) ❑ p c o 3 o T tin tin 0. n a For A a rowlConstruction) ®For Erector Installation ❑(No y a t ar Revision I Date Description w By ( Ck d 1j GROUT TYPICAL SECTION (N.B.M.) J"0 ANCHOR RODS L BASE OF STEEL AT ELEV. 100'-1} 8 1'-2 rd" 3" 4" 01-111 1} GROUT TYPICAL SECTION (N.B.M.) O J"O ANCHOR RODS BASE OF STEEL AT ELEV. 99'-1j N 1'-1 3 2j `ao .ri 0'-10i W - - - 1} GROUT TYPICAL SECTION (N.B.M.) © J"O ANCHOR RODS BASE OF STEEL AT ELEV. 99'-1 8j 1'-1 3" 4" N ICo N 0'-111 1} GROUT TYPICAL SECTION (N.B.M.) © J"0 ANCHOR RODS BASE OF STEEL AT ELEV. 99'-11 8" 2" 2" M r•v � �_ • N O M I I ' FRAME TYPICAL SECTION GROUT (N.B.M.) J"0 ANCHOR RODS I� N 1 0,-111 1� GROUT TYPICAL SECTION (N.B.M.) © J"0 ANCHOR RODS BASE OF STEEL AT ELEV. 99'-11 282" M N � 1 d N c� O V 0 I = FRAME TYPICAL SECTION GROUT (N.B.M.) J"0 ANCHOR RODS © O BASE ^r STEEL AT ELEV. 99'-14 BASE OF STEEL AT ELEV. 99'-1 8} V-1 4"-4" o N I , (p N 1'-0} i - - 1} GROUT TYPICAL SECTION (N.B.M.) O 1"0 ANCHOR RODS BASE OF STEEL AT ELEV. 99'-1 B. 2" 2' n iso p O • N O M 8j 1'-1 $ dT-- I , 0 I — _ FRAME t� TYPICAL SECTION GROUT (N.B.M.) O i"0 ANCHOR RODS BASE OF STEEL AT ELEV. 99'-1} 0'-10i . v V [2 3 I 3� 0 I 0'-10#` z 1� GROUT (N.B.M.) TYPICAL SECTION O J"0 ANCHOR RODS BASE OF STEEL AT ELEV. 99'-1} to N I • IO N Ell -1 0'-111 1� GROUT TYPICAL SECTION (N.B.M.) O �'O ANCHOR RODS BASE OF STEEL AT ELEV. 99'-1 8" 2" 2- 0 p o N � IO � 0 I = - FRAME TYPICAL SECTION GROUT (N.B.M.) O J"O ANCHOR RODS BASE OF STEEL AT ELEV. 99'-1j 5" :3 1} GROUT TYPICAL SECTION (N.B.M.) O 1"0 ANCHOR RODS BASE OF STEEL AT ELEV. 100'-11 v; -2 21 3" m 0'-107j 1j GROUT TYPICAL SECTION (N.B.M.) O R"0 ANCHOR RODS BASE OF STEEL AT ELEV. 99'-1 Dec 06, 2011 a v m 0 0 w O 'n n i� 0 0 d Z n v 8 0 QI z u� W a� v U �z 0 F,m U)4` Z C) ,c a � ❑ ❑ I¢- Cn J N N w •. L Z., 8 z5 Cp3 U UN3 3 Scale: NOT TO SCALE Drown by. RAJ 12/5/11 Checked by. RRB 12/5/11 Protect Engineer. FR 1Job Number. 12-8-73224 Sheet Number. F2 of 6 The engineer whose seal appears hereon Is an employee for the manufacturer for the materials described herein. Said seal or certification Is limited to the products designed and manufactured by manufacturer oniy.The undersigned engineer Is not the overall engineer of record for this project. FRANCOIS RAMBAU, P.E. QRo� ssiQN n . 9�F �pJ�l C 53570 X * EXP. 6-30-2013 ,-z OF CAU�Q� r �` FRAME D X21 --... USER NAML-roma DATE11/30/11 PAZ 21-2 met 140.724.533/32706 20./ JOB NAME -732248 FILAu ---!.fro SUPPORT REACTIONS FOR EACH LOAD GROLW NOTES i Aa • are In kp* and kip-ff. TBE 11:0'& 64 TM k foots (Omuta)_ N rat haludW F� 1M �LEQ' Laad Coup reocUm ���SNwn�-0W,Y' oar�bhMbn nxtlan4 Inohda an ovrstrrq61 foetor of: 2000 'IL - I 1 VI. V1 FIT, •-F COLUMN : Roof Dead Load COLL : Roof Collateral Load PLLt Pattern Lite Load [PLI-] PLL2 Pattern LM Load [PLLxx] LL Roof Uvs Load BASE PLATE 10.OX13.OXO.375 t0.OX13.OXO.375 &OX11.0X0.375 MU ANC. RODS WL2 0-3/4 Lateral Primary Wind Load 4 3 4 Lateral Primary Wind Load LWL1 0-3/4 R9 PLW LOAD GROUP HL WL LNL HR VR LNR HI V1 LN1 DL 25 5.5 0.0 -25 5.5 0.0 0.0 &1 0.0 COLL 3.4 6.4 0.0 -3.4 &4 0.0 0.0 10.0 0.0 PLO 4.1 14.7 a0 -4.1 0.7 0.0 0.0 121 0.0 PLL2 4.1 0.7 0.0 -4.1 14.7 0.0 0.0 121 0.0 LL &2 15.4 0.0 -&2 15.4 0.0 0.0 24.1 0.0 EQ -6.0 1 -20 0.0 -6.0 20 0.0 1 0.0 0.0 0.0 RBUPEQ 0.2 1 -10.3 -11.5 -0.2 -10.3 -11.5 0.0 -0.1 0.0 WL1 -9.5 -15.6 1 0.0 36 -10.4 0.0 0.0 1 -1&7 0.0 WL2 -7.4 1 -9.6 1 0.o 1.5 -3.3 0.0 0.0 1 -&7 0.0 1111-3 -3.6 -10.4 1 0.0 9.5 -16.6 0.0 0.0 1 -1&7 0.0 WL4 -1.5 -33 1 0.0 7.4 -9.6 0.0 0.0 -&7 0.0 LWL1 -5.2 -1&3 1 0.0 6.3 -111.9 0.0 0.0 -24.6 0.0 RBUPLW 0.1 -9.4 -10.5 -0.1 -9.4 -10.5 0.0 0.0 0.0 LWL2 -6.3 -16.9 0.0 6.2 -1&3 0.0 0.0 -24.6 0.0 LVA -3 -3.0 -11.4 0.0 31 -10.8 0.0 0.0 -15.2 0.0 LWL4 -3.1 -10.8 0.0 30 -11.4 0.0 1 0.0 -15.2 0.0 RBDWLW 0.0 9.5 0.0 0.0 9.5 0.0 0.0 -0.1 1 0.0 R8DWE0 0.0 20.9 0.0 0.0 1 20.9 1 0.0 0.0 -0.31 0.0 I nen a�oLe emrnleM DL : Roof Dead Load COLL : Roof Collateral Load PLLt Pattern Lite Load [PLI-] PLL2 Pattern LM Load [PLLxx] LL Roof Uvs Load EQ Lateral Seismic Load [Parallel to plans of hone] RBUPEQ Upward Acting Rod Bioce Load from Longtt Seismic MU Laud Primary Wind Load WL2 Lateral Primary Wind Load Wo Lateral Primary Wind Load WL4 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load R9 PLW Upward Acting Rod Brace Load from Longltud. Mind L%u Longitudinal Primary Mind Load LWL3 Longitudinal Primary Wind Load LWL4 Longitudinal Primary Wind Load RBDWLW Downward Acting Rod Brace Load from Longk Wind RBDWEQ Downward Acting Rod Brow Load from Long. Seismic FRAME q /Dl USER NAMErwma DATE12/ 2/11 PAZ 1-3 mat 2J0./2A333/26. 20./60. JOB NAL -7322M FEE:iarrwe-3JLfra UPPORT REACTIONS FOR EACH LOAD GROUP ACATION: Grldlrnew 3 B OTE A reaction* are h q» and kip-ILTBE t5e 53:16 REACTLOM MOTA11 Mf FitAME b p2 USER NAIL• rwma DATE- 12/ 2/11 PAQE: 2-3 mat 2]0./24.333/26. 20./65. JOB NAE73224A FIE: Frans h7.Av SUPPORT REACTIONS FOR EACH LOAD GROUP N0�1ES1 211 Al t " In klos and IOP-fL TIME 13:n54 (4) t�Wob ov�rttr�nath footer (Om�go not Included h the 'LEO' Load 016 .000 w 5*4mk 'BASE-ONL eomehatkn hakkN an ov*rstrerrgth factor oF. 2.000 ® BUILDING "B" LINE 2 -• HR HL H2 HR Hl LH2 iVR I VL�, i,2 iVR i,� FRAME IDl31 USER NAE:rwma DA7E11/30/11 PACE 31-21 -1 140.724.335/13.333 20./ JOB NAIL: 73224C FILL-an*Jl.ko SUPPORT REACTIONS FOR EACH LOAD GROUP NOTES: 1 Al� a s* in 10" and kp-fL TWE 14-.06:37 R The Siem� Y' 00mbination lacrior (Or k ns Inck W Is not I6 an oded hovsba qth faLoad c a' win 2.000 e MOF i ® BUILDING "C" LINE 9 HL -`i [-/HR IW, i,m I AAIf gamy oci DL lm Roof Dead Load COLL Roof Collateral Load PLL1 Pattern Lt" Load CPU--] PLL2 Pattern Lhs Load [PLLxx] LL Roof LM Load BASE PLATE &OX13.OXO.375 8.OXI3.OXo.375 &OX10.5X0.375 ANC RODS Lateral Prknory Wind Load i4) -j/4 Lateral Primary Wind Load WL3 M-3/4 Lateral Primary Wind Load 4 3 4 Longitudinal Primary Wind Load LOAD GROUP HL VL LNL HR VR LNR H1 VI LN1 DL 1.2 3.1F-2.7 0.0 -1.2 3.1 0.0 0.0 4.3 0.0 COLL 1.5 26 LNR -1.3 26 0.0 0.0 4.2 0.0 PLLi 1.6 6.0 0.0 -1.8 0.3 0.0 QO &0 0.0 PLL2 1.6 0.3 COLL -1.6 6.0 0.0 0.0 5.0 0.0 LL 3.2 6.2 0.0 -3.2 6.2 0.0 0.0 10.0 0.0 EQ -29 -1.0 0.0 -29 1.0 0.0 0.0 0.0 0.0 RBUPEQ 0.0 -26 2.3 0.0 -26 -27 0.0 0.0 0.0 WLl -4.9 -&2 5.9 1.2 -4.7 0.0 0.0 -9.1 0.0 WL2 -4.2 -5.4 16.9 0.5 -1.8 0.0 1 0.0 -5.0 0.0 1I.3 -1.2 -4.7 0.0 1 4.9 -&2 0.0 1 0.0 -9.1 0.0 WL4 -0.5 -1.8 0.0 4.2 -5.4 0.0 0.0 -5.0 0.0 LWLI -2.1 -7.1 0.0 21 -6.8 0.0 0.0 -10.1 0.0 R9lPLW 0.2 -10.0 -10.1 -0.2 -10.0 -10.1 0.0 -0.1 0.0 LWL2 -2_t -6.8 0.0 21 -7.1 0.0 0.0 -10.1 0.0 LWL3 -0.9 -4.5 0.0]ff5� 0.0 -25.2 0.0 0.0 -6.2 0.0 LWL4 -0.9 -4.4 0.0 &4 -25.8 0.0 Qo -6.2 0.0 RBDWLW 0.0 9.7 0.0 -&2 -1&1 0.0 0.0 -0.1 0.0 RBDWEQ 0.0 5.1 0.0 -30.3 0'0 0'0LWL4 0.0 0.0 -0.1 0.0 I AAIf gamy oci DL lm Roof Dead Load COLL Roof Collateral Load PLL1 Pattern Lt" Load CPU--] PLL2 Pattern Lhs Load [PLLxx] LL Roof LM Load EQ Lateral Seismic Load [paro1W to plane of frame] RBIPEQ Upward Acting Rod Brace Load from LangN. Seisnib WLi Lateral Prknory Wind Load WL2 Lateral Primary Wind Load WL3 Lateral Primary Wind Load W1.4 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load RBUPLW Upward Acting Rod Brace Load Fran Langitud. Mind LWL2 Longitudinal Primary Wind Load LWL3 Longitudinal Primary Wind Load LWL4 Longitudinal Primary Mind Load RBDWLW Downward Acting Rod Brave Load from Longi. Wind RSDWEQ Downward Acting Rod Brow Load from Long. Seismic LOAD QWUP REACTION TABLE 3 8 0-10 : Pattern Live Load [PLLxx] PLLR1 �13.2 LL BASE PLATE 6.0X720%0.375 6.0X120%0.375 COLUMN 14-3/4 *-J Lot" Primary Wind Load WL2 '-A WL3 LOAD GROUP *-F M- LNL *-Ct Vt BASE PLATE 10.0X14.OXO.375 &OX14.OXD.e25 8.OX1a75XO.375 &OX10.825XO.5 AMC RODS 1.0 14)-3/4 PL -1 1.4 W-1 0.0 -1.4 4 3/4 0.0 PLLRi (41-3/4 0.0 1 LOAD OR" HL VL LNL HR VR LNR H1 VI LN1 H2 V2 LN2 OL 31 5.5 0.0 -31 6.2 0.0 0.0 &9 0.0 0.0 9.5 0.0 COLL 38 5.7 0.0 -38 6.4 0.0 0.0 7.3 0.0 0.0 11.2 0.0 PLL1 5.5 12.2 0.D -5.5 25 0.0 0.0 120 0.0 0.0 -4.e 0.0 PLLZ -23 -21 0.0 2.3 -1.9 0.0 0.0 123 0.0 0.0 13.2 0.0 PLL3 5.9 3.8 0.0 -5.9 14.7 0.0 0.0 -6.7 0.0 0.0 16.9 0.0 LL 9.2 13.7 0.0 -9.2 15.2 0.0 0.0 17.8 0.0 0.0 28.6 0.0 EQ -5.6 -26 0.0 -&0 31 0.0 0.0 4.1 0.0 -0.7 -4.8 0.0 ML1 -14.2 -21.7 a0 5.5 -17.4 0.0 0.0 -20.8 0.0 -24 -2&8 0.0 WL2 -5.2 -1.9 0.0 -1.2 35 0.0 0.0 1.5 0.0 -0.6 4.5 0.0 LWLt -120 -25.1 0.0 &8 -T3.4 0.0 0.0 -25.2 0.0 -3.3 -39.8 0.0 LJAL2 -121 -227 0.0 &4 -25.8 0.0 0.0 -24.4 0.0 -33 -40.7 0.0 LWL3 -&2 -1&1 0.0 4.6 -17.2 0.0 0.0 -1&2 0.0 -33 -30.3 0'0 0'0LWL4 -33 -&2 -17.1 0.4 4.6 -1&2 0.0 0.0 -17.8 0.0 -33 -30.7 0.0 N. 0.0 2 0.0 14.3 -23.6 0.0 0.0 -1&e 0.0 1.3 -30.7 0.0 1114 1.8 36 0.0 7.2 -27 0.0 0.0 35 0.0 &0 32 0.0 IAAII ai1DL• mee>•tlal ® BUILDING "A" CIL Roof Dead Load LINES 3 & 8 COLL Roof Collateral Load PLLt Pattern Lha LOW [PLLxx] PU2 Pattern the Load [PLLxx] PLL3 Pattern LM Load [PLLua] U. Roof Luta Load EQ Lot" S*Wnic Load [pardlei to plane of frame] 114-1 Lot" Primary Wind Load WL2 : Lateral Primary VAnd Load LWL1 Longitudinal Primary Wind Load LWL2 Longitudinal Primary Wind Load LWL3 Longitudinal Primary Wind Load LVOL4 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load FRAlE iD iUSER HAAW-rwna OXIE-11/30/11 PAZ 41-2 p 51./12542/& 20.,MX JOB NAML732240 FXL ftvrrw-b.7-b.9.fM SUPPORT REACTIONS FOR EACH LOAD GROUP •LOCA Cridius &7 &9 NOTES ((1 Al r*oetims axe h kps and kip -R. 7RE:11:07:14 (2 7SM�e�*Mlc factor (Onreaa) Y not Included In the 'LEO' Load Grow reactions. REAC110M FRJTA710NB c nnooc Ions Include m avwetrwngth factor of. 2000 i HL HR K VR 8,21 _ ops eo COLUMN Roof Dead Load 0-10 : Pattern Live Load [PLLxx] PLLR1 �13.2 LL BASE PLATE 6.0X720%0.375 6.0X120%0.375 AMC RODE 14-3/4 WL1 Lot" Primary Wind Load WL2 14)-3/4 WL3 LOAD GROUP Fit M- LNL HR Vt LNR DL 0.3 0.9 1 0.0 -0.3 1.0 0.0 PL -1 1.4 27 1 0.0 -1.4 27 0.0 PLLRi 0.0 0.0 1 0.0 0.0 0.3 0.0 LL 1.4 27 1 0.0 -1.4 3.0 0.0 EQ -0.2 -0.1 1 0.0 -0.1 0.1 0.0 RBUPEQ 0.0 0.0 1 0.0 0.0 -0.3 -0.2 MLl -1.3 -1.2 0.0 -0.2 -0.9 0.0 W.2 -1.1 -O.6 0.0 -0.8 -0.3 0.0 W.3 0.6 -0.7 0.0 1.4 -1.8 0.0 11-4 0.5 -0.9 0.0 1.5 -1.8 0.0 LVID 0.8 1.2 0.0 -1.3 1.7 MO RBUPLW 0.1 0.0 0.0 -0.1 -5.9 -4.2 LWL2 -0.3 -1.4 0.0 0.3 -1.5 0.0 LML3 a6 0.8 0.0 -1.0 1.1 0.0 EQ -4.6 -20 0.0 0.7 -23 0.0 MLWL4 ILL -W 1 -0.1 0.0 0.0 0A 5.9 0.0 RBDWEQ 0.0 0.0 0.0 0.0 0.3 0.0 nmol GBOIP DE11CJa71011 OL Roof Dead Load PLL1 : Pattern Live Load [PLLxx] PLLR1 Pattern Lha Load Right Lento/Conopy (PLLRxx] LL Roof Lha Load EQ Lateral Seismic LOW [parallel to plane of frame] R91PEQ Upward Acting Rod Brace Load from Lon91t. Seismic WL1 Lot" Primary Wind Load WL2 Lateral Primary Wind Load WL3 Lateral Primary Wind Load V&4 Lateral Primary Wind Load LWL1 . Longitudinal Primary Wind Load RBUPLW Upward Acting Rod Brace Load from LongRud. Wind LWL2 Longitudinal Primary Wind Load LWL3 Longitudinal Primary Wind Load LWL4 Longitudinal Primary Wind Load RBDMLW Downward Acting Rod Braes Load from Longit. Wind RBDWEQ Downward Acting Rod Brace Load from Long. Seismic ® BUILDING "Dr' LINES B.7 & 8.9 .COLUMN ' - - --- *-J '-A *-F BASE PLATE 10.0X13.OXo.375 &OX14.OXO.625 &OX10.75X0.375 &OX10.625XO.5 AMC, RODS W-3/4 4 4 -1 4-3/4 4 3 4 LOAD GROUP HL K LNL HR VR LNR H1 V1 LNt H2 V2 LN2 DL 28 5.2 0.0 -2e 6.2 0.0 0.0 6.0 0.0 0.0 9.2 0.0 COLL 3.6 5.6 0.0 -3.6 6.4 0.0 0.0 7.6 0.0 0.0 10.3 0.0 PLL1 &0 125 0.0 -6.0 27 0.0 0.0 11.5 ao 0.0 -4.6 0.0 PLL2 -21 -20 0.0 21 -21 0.0 0.0 120 a0 0.0 13.5 0.0 PLL3 4.6 28 MO -4.6 14.7 0.0 a0 -5.2 0.0 0.0 16.1 0.0 LL &8 13.4 0.0 -&6 15.3 0.0 0.0 1&3 0.0 0.0 24.8 0.0 EQ -4.6 -20 0.0 -&e 32 0.0 0.0 33 0.0 -0.7 -4.5 0.0 RBUPEQ at -11.3 -11.6 -0.1 0.0 0.0 0.0 0.0 0.0 0.0 -at 0.0 WU -13.3 -21.2 0.0 &0 -17.3 0.0 0.0 -21.8 0.0 -24 -27.2 0.0 WL2 -5.3 -20 0.0 -1.2 36 0.0 0.0 1.6 0.0 -0.6 5.5 0.0 V&3 -5.4 -15.7 0.0 13.5 -23.7 0.0 0.0 -19.5 0.0 1.3 -2&4 0.0 WI -4 1.6 3.5 0.0 7.3 -27 0.0 0.0 38 0.0 3.0 4.3 0.0 LWL7 -11.0 -24.5 0.0 7.8 -23.4 0.0 0.0 -25.5 0.0 -33 -37.1 0.0 RSLPLW DO -1.4 -1.4 0.0 a0 0.0 0.0 0.0 a0 0.0 0.0 0.0 LW12 -10.8 -220 a0 7.1 -25.8 0.0 0.0 -23.8 0.0 -3.3 -3&0 0.0 LWL3 -7.3 -17.6 0.0 39 -17.2 0.0 0.0 -19.2 0.0 -3.3 -27.7 0.0 L11L4 -7.2 -16.5 0.0 3.7 -1&2 0.0 0.D -1&9 0.0 -33 -2&1 0.0 RBOWLW 0.0 1.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 RBowEO 0.0 11.3 0.0 0.0 0.0 0.0 a0 -a.i 0.0 1 0.0 1 0.0 1 0.0 I r+�+ aBOL• DE.rDBIPnoM ® BUILDING "A" DL = Raaf Daae Load LINES 4-7 COLL Roof Colateral Load PLLI Pattern Lhe Load [PLL=] PLL2 Pattern Lys Load [PLLxx] PL0 Pattern Lyn Land [PLLxx] LL Roof LM Load EQ Lateral Seismic Load [parallel to plane of from*] RBUPEQ Upward Acting Rod Brow Load from Lw4X Seismic WL1 Lateral Primary Wind Load WL2 Labral Primary Wind Load ML3 Lateral Primary Wind Load WL4 Lateral Primary VAnd Load Lftl Longitudinal Primary Wind Load RBUPLW Upward Acting Rod Brace Load from LongthA Wind LWL2 Longitudinal Pr Wind Load LWL3 Longitudinal Primary Wind Load LVIL4 Longitudinal Primary Wind LOW RBOMLW Downward Acting Rod Brow Load from LongtL Wind RBDWEQ Downward Acting Rod Brow Load from Long. Seismic NOTES - 1) THE REACTIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS AT THE TIME OF MAILING. ANY CHANGES TO BUILDING LOADS OR DIMENSIONS MAY CHANGE THE REACTIONS. THE REACTIONS WILL BE SUPERSEDED AND VOIDED BY ANY FUTURE MAIUNG. 2) THE REACTIONS PROVIDED HAVE BEEN CREATED WITH THE FOLLOWING LAYOUT (UNLESS NOTED OTHERWISE). a)A REACTION TABLE IS PROVIDED WITH THE REACTIONS FOR EACH LOAD GROUP. b) RIGID FRAMES (1)GABLED BUILDINGS (a) LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE LEFT SIDE OF THE BUILDING. AS SHOWN ON THE ANCHOR ROD DRAWING, FROM THE OUTSIDE OF THE BUILDING. (b) INTERIOR COLUMNS ARE SPACED FROM LEFT SIDE TO FIGHT SIDE. (2)SINGLE SLOPE BUILDINGS (a) LEFT COLUMN IS THE LOW SIDE COLUMN. (b) RIGHT COLUMN IS THE HIGH SIDE COLUMN. (c) INTERIOR COLUMNS ARE SPACED FROM LOW SIDE TO HIGH SIDE. c) ENDWALLS (1)LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE WALL FROM THE OUTSIDE. (2)INiERIOR COLUMNS ARE SPACED FROM LEFT TO RIGHT. d) ANCHOR ROD SIZE IS DETERMINED BY SHEAR AND TENSION AT THE BOTTOM OF THE BASE PLATE. THE LENGTH OF THE ANCHOR ROD AND METHOD OF LOAD TRANSFER TO THE FOUNDATION ARE TO BE DETERMINED BY THE FOUNDATION ENGINEER. e) ANCHOR RODS ARE ASTM F1554 Gr. 36 MATERIAL UNLESS NOTED OTHERWISE ON THE ANCHOR ROD LAYOUT DRAWING. f) X -BRACING (I)ROD BRACING REACTIONS HAVE BEEN INCLUDED IN VALUES SHOWN IN THE REACTION TABLES. (2)FOR IBC AND UBC BASED BUILDING CODES. WHEN X -BRACING IS PRESENT IN THE SIDEWALL. INDIVIDUAL LONGITUDINAL SEISMIC LOADS (RBUPEQ AND RBDWEQ) DO NOT INCLUDE THE AMPLIFICATION FACTOR, 4 (3)FOR CANADA BUILDING CODE IN THE SIDEWALL OR ENDWALL, INCDIVIDUAL LONGITUDINAL SEISM), WHEN X -BRACING IS IC C LOADS (RBUPEQ alt RBDWEQ) ARE MULTIPUED BY FORCE REDUCTION FACTOR, Rd WHEN SPECIFIED SHORT-PEPoOD SPECTRAL ACCELERATION RATIO ILFaSe(0.2) IS GREATER THAN 0.45. 3) REACTIONS ARE PROVIDED AS UN -FACTORED FOR EACH LOAD GROUP APPLIED TD THE COLUMN. THE FOUNDATION ENGINEER WILL APPLY THE APPROPRIATE LOAD FACTORS AND COMBINE THE REACTIONS IN ACCORDANCE WITH THE BUILDING CODE AND DESIGN SPECIFICATIONS TO DETERMINE BEARING PRESSURES AND CONCRETE DESIGN. THE FACTORS APPLIED TO LOAD GROUPS FOR THE STEEL COLUMN DESIGN MAY BE DIFFERENT THAN THE FACTORS USED IN THE FOUNDATION DESIGN. THE MANUFACTURER DOES NOT PROVIDE 'MAXIMUM' LOAD COMBINATION REACTIONS. HOWEVER. THE INDIVIDUAL LOAD REACTIONS PROVIDED MAY BE USED BY THE FOUNDATION ENGINEER TO DETERMINE THE APPLICABLE LOAD COMBINATIONS FOR HIS/HER DESIGN PROCEDURES AND ALLOW FOR AN ECONOMICAL FOUNDATION DESIGN. 1 HR FIT, Dec 06, 2011 C 53570 9G ,n X EXP. 6-33-2013 �0T CAUF�� 0"f 7 FRAME 0 /03 UKR NNE ma r OATE:12/ 2/11 PAGE 3-2 pf 26./24.333 main building o JOB NAE: 73224A FILE- p3-jldq-A-jwo.*o AFPORT REACTIONS FOR EACH LOAD GROUP LOCATION:" 3 -(Gridline A NOTE N ars s in e and kip -R. T8E; 13r 54c 51 REAL HL BLDG. A, PORTAL FRAME SWA FRAMEDESCRIPTION:DESCRIPTION: UNR NAE:romo DA1G71 /11 PAGE: EW- rw6 PATH: R\Jobe\ActKv\ENG\12-8-73224\ver01-no�ap-AY%.\ JOB N��4A NO AA wREACTIONSe In kip*anR EACH dMp-fL� TBE: 15:00:33 REACTION NOTAIM BFWIL' P11DM DEAD LOAD LOAD U>r10UP REACiION TARE COLUMIN UFFT COLUMN RIGHT COLUMN W- BASE PATE IMOX13.0X0.625 10.OX13.OXo.625 INTERIOR COLUMN i ANC. RODS (4)--1 - (0-1 8-B LOAD GROUP HL VL LNL HR Mt LNR MND FORCE FROM THE LEFT DL 0.1 1.6 0.0 -0.1 1.5 0.0 BASE PLATE EQ -12.1 -23.9 0.0 -13.0 23.9 0.0 10.0%11.0X0.375 WLI -5.4 -10.6 0.0 -5.7 10.8 0.0 10.0%11.0X0.5 M_2 5.7 10.8 0.0 5.4 -10.6 0.0 LOAD �! D�ml DL Roof Dead Load EQ Lateral Seismic Load [parallel to plane of frame] MLI Lateral Primary Wind Load WA2 Lateral Primary Wind Load FRAMEDESCRIPTION:DESCRIPTION: UNR NAE:romo DA1G71 /11 PAGE: EW- rw6 PATH: R\Jobe\ActKv\ENG\12-8-73224\ver01-no�ap-AY%.\ JOB N��4A NO AA wREACTIONSe In kip*anR EACH dMp-fL� TBE: 15:00:33 REACTION NOTAIM BLDG. A,EWD, LINE 8 LOAD WAV REACAOFL TARE COILMN I6 -B 8-8.4 BASE PLATE 8.OX125XG.5 AMC. BOLTS 4 -5 LOAD GROUP H3 JV30 144 V4 L4 D 0. 0.8 0. WIµ 0. 0. 4.9 W- i 0. 0. -5.3 E+ 0. 0.3.3E- 0. 0. -3.3 LOAD aOLi D BFWIL' P11DM DEAD LOAD W+ vi'-kI W- MND LOAD AS AN OUTWARD ACTING SUCTION E+ INTERIOR COLUMN i W/3 V4 8-B "A BLDG. A,EWD, LINE 8 LOAD WAV REACAOFL TARE COILMN I6 -B 8-8.4 BASE PLATE 8.OX125XG.5 AMC. BOLTS 4 -5 LOAD GROUP H3 JV30 144 V4 L4 D 0. 0.8 0. WIµ 0. 0. 4.9 W- i 0. 0. -5.3 E+ 0. 0.3.3E- 0. 0. -3.3 LOAD aOLi D BFWIL' P11DM DEAD LOAD W+ MND LOAD AS AN INWARD ACTING PRESSURE W- MND LOAD AS AN OUTWARD ACTING SUCTION E+ EARTHQUAKE FORCE ACTING INWARD E- EARTHQUAKE FORCE ACTING OUTWARD FRAME 0842 USER NAME:rwma DATE 11/30/11 PAGE 42-2 pf 9./12542 mail butArq at JOB NAU :73224D FLF:p42-yartd.-bldq-d-wd-tra IPPORT REACNOFIS FOR EACH LOAD GROUP LOCATION:" 1-(OrWWw 10) NOTE NI reactions an in klps and kIp-fL TIME 11: 07:41 I PIER BLDG. D, PORTAL FRAME SWD LOAD GROLA REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PATE S.OXi0.OXM375 S.OXIO.OXO.375 ANC. RODS 4-3/4 4 3 4 LOAD GROUP HL VL LNL HR WR 0.0 0.2 0.0 0.0EQ MND FORCE FROM THE LEFT -0.1 -0.4 0.0 41IRLNRDL -0.1-1.8 BASE PLATE -5.7 0.0 -1.91.9 10.0%11.0X0.375 5.7 00 1.8 1 nYf �1- m[Ar' Lldl DL Roof Dead Load EQ Lateral Seismic Load [parallel to plane of hone] MLI Lateral Primary Wind Load K2 Lateral Primary Wind Load �FiR�AAMrEE D�ESIORPI k USER NAE;- DATE 11 /11 PAGE: EW -1 PATH: R\ h+\EJ1G\12-8-73224\w01-rwn+a�Bldq-eyvr0l\ JOB NATE: 732248 FILL SUPPORT REACTIONS FOR EACH LOAD GROW NOTE AN reactions m in LE: kips and kip -ft T15:01:17 FACTION MOTATIOIL'i 11-11 HL -- VL 1 V1 H, I V2 I V3 i -J 1-H 1-0 1-F / BLDG. B EWB LINE 1 t � I HR VR i -C �-COLUAMi OE'1s011O11 DEAD LOAD 1-J COLLATERAL LOAD L 1-C W+ MND LOAD AS AN INWARD ACTING PRESSURE 1-H MND LOAD AS AN OUTWARD ACTING SUCTION WR 1-G WL MND FORCE FROM THE LEFT i -F EARTHQUAKE FORCE ACTING INWARD BASE PLATE 10.0X11.0X0.625 10.0%11.0X0.625 10.0%11.0X0.375 EL 10.OX11.OXQ375 10.0%11.0X0.5 0.W- ANC. BOLTS 0. 0. 4 1 QE+ 4-1 3.3 0.E- 4 5 0. 0. -3.3 4 - -LOAD LOAD GROUP HL VL LL HR VR LR H1 V1 L1 H2 V2 L2 H3 V3 L3 D 0.0 1.2 0. 0.0 1.2 0. 0. 2.0 0.0 0. 2.1 0.0 0. 1.8 0.0 C 0.0 0.7 0. 0.0 0.7 (L 0. 1.8 0.0 0. 1.9 0.0 0. 1.4 0.0 L 0.0 2.5 0. 0.0 2.5 0. 0. 0.2 0.0 0. 6.5 0.0 0. 4.7 0.0 W+ -0.1 -2.5 12.1 0.1 -2.6 12.1 0. -6.2 3.5 0. -6.5 3.7 0. -4.6 4.0 W- -0.1 6.6 -1.9 0.1 6.6 -1.9 O. -6.2 -3.8 M -8.5 -4.1 0. -4.6 -4.4 WR 2.1 -1.6 0. 3.1 -2.8 0. 1.1 1 -6.2 0.0 0. -6.5 0.0 Q -4.6 0.0 WL -3.0 -2.8 0. -1.9 -1.8 0. 0. -5.1 0.0 0. -8.5 0.0 0. -4.8 0.0 E+ 0. 0. 18.1 0. 0. 16.1 0. 0. 4.4 0. 0. 4.6 0. 0. 4.7 E- 0. 5.2 -4.6 0. 5.2 -4.6 0. 0. -4.4 0. 0. -4.6 Q 0. -4.7 ER 0. 3.5 0. 2.5 0. 0. 3.3 0. 0. 0. 0. 0. 0. 0. 0. EL -2.9 0. 0. 0. 3.1 0. 0. 3.4 0. 0. 0. 0. 0. 0. 0. LOAD 011010 D OE'1s011O11 DEAD LOAD C COLLATERAL LOAD L LIVE LOAD W+ MND LOAD AS AN INWARD ACTING PRESSURE W- MND LOAD AS AN OUTWARD ACTING SUCTION WR MND FORCE FROM THE RICHT WL MND FORCE FROM THE LEFT E+ EARTHQUAKE FORCE ACTING INWARD E- EARTHQUAKE FORCE ACTING OUTWARD ER EARTHQUAKE FORCE FROM RIGHT EL EARTHQUAKE FORCE FROM LEFT OFRRAEE AMDE9CRPTION: USER HAME:rwma DATE11/29/11 PAGE* EW -1 PATH: R:\Job.\ActM\ENG\12-6-73224\vw01- \Bldq-A \ Em JOB NAME- 73224A FRL'PEW38lDG1 SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE: A I reaction, are In kips and kip -ft. 781-:18:0032 REACTION IWA110N8 / BLDG. A,EWB, LINE 3 COLUMN I vI',-, 3-8 INTERIOR COLUMN E.OX12.5X0.5 E+ 6.OX6.OX0.375 11 \13 3-6.4 3-B COLUMN 3-9.4 W+ 3-8 BASE PLATE E.OX12.5X0.5 E+ 6.OX6.OX0.375 ANC. BOLTS 0-5/a 4 5 LOAD GROUP H2 V2 L2 H3 V3 I L3 D 0. 0.8 0. 0.M7aW+ 0. 0. 4.9 0.W- 0. 0. -5.3 QE+ 0. 0. 3.3 0.E- 0. 0. -3.3 0. IOAD OBaID D DL•^.lCJ�11flN DEAD LOAD W+ WHO LOAD AS AN INWARD ACTING PRESSURE W- WAND LOAD AS AN OUTWARD ACTING SUCTION E+ EARTHQUAKE FORCE ACTING INWARD E- EARTHQUAKE FORCE ACTING OUTWARD NOTES 1) THE REACTIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS AT THE TIME OF MAILING. ANY CHANGES TO BUILDING LOADS OR DIMENSIONS MAY CHANGE THE REACTIONS. THE REACTIONS WILL BE SUPERSEDED AND VOIDED BY ANY FUTURE MAILING. 2) THE REACTIONS PROVIDED HAVE BEEN CREATED WITH THE FOLLOWING LAYOUT (UNLESS NOTED OTHERWISE). a) A REACTION TABLE IS PROVIDED WITH THE REACTIONS FOR EACH LOAD GROUP. b) RIGID FRAMES (1)GABLED BUILDINGS (a) LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE LEFT SIDE OF THE BUILDING, AS SHOWN ON THE ANCHOR ROD DRAWING, FROM THE OUTSIDE OF THE BUILDING. (b) INTERIOR COLUMNS ARE SPACED FROM LEFT SIDE TO RIGHT SIDE. (2)SINGLE SLOPE BUILDINGS (a) LEFT COLUMN IS THE LOW SIDE COLUMN. (b RIGHT COLUMN IS THE HIGH SIDE COLUMN. (c) INTERIOR COLUMNS ARE SPACED FROM LOW SIDE TO HIGH SIDE. c) ENDWALLS (1)LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE WALL FROM THE OUTSIDE. (2)INTERIOR COLUMNS ARE SPACED FROM LEFT TO RIGHT. d) ANCHOR ROD SIZE IS DETERMINED BY SHEAR AND TENSION AT THE BOTTOM OF THE BASE PLATE THE LENGTH OF THE ANCHOR ROD AND METHOD OF LOAD TRANSFER TO THE FOUNDATION ARE TO BE DETERMINED BY THE FOUNDATION ENGINEER. e) ANCHOR RODS ARE ASTM F1554 Gr. 36 MATERIAL UNLESS NOTED OTHERWISE ON THE ANCHOR ROO LAYOUT DRAWING. f) X -BRACING (1)ROO BRACING REACTIONS HAVE BEEN INCLUDED IN VALUES SHOWN IN THE REACTION TABLES. (2)FOR IBC AND UBC BASED BUILDING CODES. WHEN X -BRACING IS PRESENT IN THE SIDEWALL. INDIVIDUAL LONGITUDINAL SEISMIC LOADS (RBUPEQ AND RBDWEQ) DO NOT INCLUDE THE ALPLIFlCATION FACTOR. U5 (3)FOR CANADA BUILDING CODE (NBC), WHEN X -BRACING IS PRESENT IN THE SIDEWALL OR ENDWALL. INDIVIDUAL LONGITUDINAL SEISMIC LOADS (RBUPEQ & RBOWEQ) ARE MULTIPLIED BY FORCE REDUCTION FACTOR, RcL WHEN SPECIFIED SHORT -PERIOD SPECTRAL ACCELERATION RATIO I1foU0.2) IS GREATER THAN 0.45. 3) REACTIONS ARE PROVIDED AS UN -FACTORED FOR EACH LOAD GROUP APPLIED TO THE COLUMN. THE FOUNDATION ENGINEER WILL APPLY THE APPROPRIATE LOAD FACTORS AND COMBINE THE REACTIONS IN ACCORDANCE WITH THE BUILDING CODE AND DESIGN SPECIFICATIONS TO DETERMINE BEARING PRESSURES AND CONCRETE DESIGN. THE FACTORS APPLIED TO LOAD GROUPS FOR THE SiM COLUMN DESIGN MAY BE DIFFERENT THAN THE FACTORS USED IN THE FOUNDATION DESIGN. THE MANUFACTURER DOES NOT PROVIDE 'MAXIMUM' LOAD COMBINATION REACTIONS. HOWEVER, THE INDIVIDUAL LOAD REACTIONS PROVIDED MAY BE USED BY THE FOUNDATION ENGINEER TO DETERMINE THE APPUCABLE LOAD COMBINATIONS FOR HIS/HER DESIGN PROCEDURES AND ALLOW FOR AN ECONOMICAL FOUNDATION DESIGN. 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