The URL can be used to link to this page

Home My WebLink AboutB16-0762 047-190-011EXISTING SOUTHERN PACIFIC RAILROAD EXISTING GRAVEL 6'-0" MIN. WIDE w/ 2% MAX. CROSS SLOPE & 5% MAX. RUN SLOPE - 0 Q O 0-1J LLjQ 0 z X W 1 Al NOTE: BUILDING LOCATIONS SHOWN AS APPROXIMATE. Q o ACTUAL DIMENSIONS SHALL BE VERIFIED IN THE FIELD. ACCESSIBILITY WHEEL SIGN PER STOP Al STRIPES AT 36" O.C. PAINTED A CONTRASTING COLOR TO PAVING (BLUE OR WHITE) BORDER OF LOADING ZONE PAINTED BLUE 36" x 36" MIN. PAINTED SYMBOL OF ACCESSIBILITY, WHITE FIGURE ON BLUE BACKGROUND, PER CBC O FIGURE 118-703.7.2.1 PA NG 12" MIN. TALL LETTERS -V Mill. .1, U -V Mill. ACCESSIBLE VAN PARKING NUI PROJECT DIRECTORY OWNER: NORTH VALLEY AG 4936 BELL ROAD CHICO, CA PROJECT ENGINEER: SUMMIT STRUCTURAL DESIGN 383 RIO UNDO AVE CHICO, CA 95926 (530) 592-4407 GENERAL CONTRACTOR: TROY FERGUSON NORTH VALLEY BUILDING SYSTEMS 30 SEVILLE COURT CHICO, CA 95928 (530) 345-7296 PROPOSED CONSTRUCTION: NEW FOUNDATIONS AT UN -PERMITTED 80x60 COVER -ALL TENT BUILDING EXISTING PRIVATE RAILROAD SPUR CONC. LANDING w/ 2 MAX. SLOPE FLUSH THRESHOLD w/ F.F. A ALL BUILDINGS EXITS ACCESSIBLE PAT OF TRAVEL a VAN ACCESSIBLE SIGN WHERE /NEW ACCESSIBLE PARKING STALL INDICATED ON THE SITE PLAN AND SIGNAGE PER PROPOSED 80X160 1 /A1 AND 2/A1 ; METAL BUILDING FERTILIZER r ,..._ .......,...._. Q1 STORAGE (POTASH) w (THIS PERMIT) > Q D- c� z w 0 Q O 0-1J LLjQ 0 z X W 1 Al NOTE: BUILDING LOCATIONS SHOWN AS APPROXIMATE. Q o ACTUAL DIMENSIONS SHALL BE VERIFIED IN THE FIELD. ACCESSIBILITY WHEEL SIGN PER STOP Al STRIPES AT 36" O.C. PAINTED A CONTRASTING COLOR TO PAVING (BLUE OR WHITE) BORDER OF LOADING ZONE PAINTED BLUE 36" x 36" MIN. PAINTED SYMBOL OF ACCESSIBILITY, WHITE FIGURE ON BLUE BACKGROUND, PER CBC O FIGURE 118-703.7.2.1 PA NG 12" MIN. TALL LETTERS -V Mill. .1, U -V Mill. ACCESSIBLE VAN PARKING NUI PROJECT DIRECTORY OWNER: NORTH VALLEY AG 4936 BELL ROAD CHICO, CA PROJECT ENGINEER: SUMMIT STRUCTURAL DESIGN 383 RIO UNDO AVE CHICO, CA 95926 (530) 592-4407 GENERAL CONTRACTOR: TROY FERGUSON NORTH VALLEY BUILDING SYSTEMS 30 SEVILLE COURT CHICO, CA 95928 (530) 345-7296 PROPOSED CONSTRUCTION: NEW FOUNDATIONS AT UN -PERMITTED 80x60 COVER -ALL TENT BUILDING EXISTING PRIVATE RAILROAD SPUR CONC. LANDING w/ 2 MAX. SLOPE FLUSH THRESHOLD w/ F.F. A ALL BUILDINGS EXITS ACCESSIBLE PAT OF TRAVEL a AREA OF INTEREST � SHALL HAVE AN ADDITIONAL SIGN STATING � � �•`\••�• i 'VAN—ACCESSIBLE' MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. SIGNS IDENTIFYING ACCESSIBLE I .\• I I PARKING SPACES SHALL BE LOCATED SO THEY i CANNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. PROPOSED 80X160 I '° •\••\- METAL BUILDING EXISTING •\• FERTILIZER j �PN•\••\• 1 1/2" ROUND GALVANIZED STEEL PIPE ' WAREHOUSE \• : O47-190-011 ARKING SURFACE ; ■ All"\` EXISTING ACRES WAREHOUSE /.� "Ar p-CCIRI 1- PAPVINl(, �IrN ;.11 '.,:,,, .'' � ,\t,.,..,' 13.85 EXISTING — ` EQUIPMENT STORAGE — — -- M SHOP x CONSTRUCTION O PROCEED IN ��" """ .....................I (E) SEPTIC O /A \`\. S TE OR LOCAL REGULATIONS ax,.. 41 a DATE: _ �!--- 1531.17' •� 50' TO NEAREST ...gid. . 3. ; _ . #., . a..'.... ` .. , z.fa ADJACENT BLDG EXISTING COVERED RAIL CAR UNLOADING AREA (OPEN AT BOTH ENDS) 2925 S.F. (TYPE IIB) NOTE: ENGINEER OF RECORD HAS NOT VISITED THE PROPOSED CONSTRUCTION SITE. DIMENSIONS AND LAYOUT OF EXISTING BUILDINGS AND SITE HAS BEEN DEDUCED FROM INFORMATION PROVIDED BY THE CONTRACTOR. CONTRACTOR MUST FIELD VERIFY PLANS AND ALL DIMENSIONS PRIOR TO CONSTRUCTION AND IMMEDIATELY REPORT ANY DISCREPANCIES TO SUMMIT STRUCTURAL DESIGN. SPECIAL INSPECTION REQUIREMENTS: HIGH STRENGTH BOLTING OF METAL BUILDING ABOVE BY OTHERS ARCHITECT OF RECORD DENOTES VEHICLE ACCESS ROUTE ' ** NOTE ** TO PROPOSED BUILDING SITE EXISTING OFFICE BUILDING HAS EXISTING (1) ACCESSIBLE PARKING SPOT L LSITE PLAN {`AND ACCESSIBLE PATH OF TRAVEL TO BOTH MEN'S AND WOMEN'S VERA ACCESSIBLE RESTROOMS. SEE PLAN SHEET ClC1 OF 12 FOR EXISTING AR AY F GREGORY PEITZ, AIAd �� 383 RIO UNDO AVE , pNO. C !1 CHICO, CA 95926 (530) 894-5719 CODE ANALYSIS GOVERNING CODES: 2013 CBC 2013 CEC 2013 CPC 2013 CMC 2013 CFC 2013 CALIF. HEALTH & SAFETY CODE AND AMENDMENTS 2013 CALIF. BUILDING ENERGY EFFICIENCY STANDARDS Al;... 2013 CALIF. BUILDING CODE CHAPTER 11 2013 CAL GREEN BUILDING STANDARDS OCCUPANCY GROUP: S2 - LOW HAZARD STORAGE (SULFATE OF POTASH) OCCUPANCY SEPARATION: NONE ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503) ALLOWABLE AREA: 26,000 S.F. x (75% INCREASE FOR OPEN YARDS (OVER 30' ON (4) SIDES)) = 45,500 S.F. ACTUAL FLOOR AREA: 20,800 S.F. (EXISTING) + 12,800 S.F. (PROPOSED) = 33,600 S.F. ALLOWABLE STORY/HEIGHT: 4/55' ACTUAL STORY/HEIGHT: 1/16-0" CONSTRUCTION TYPE: TYPE IIB FIRE -RESISTANCE RATINGS: NONE EXTERIOR WALL SEPARATION: NONE RATED CONSTRUCTION: CHAPTER 7 PERMIT# PROJECTIONS: NON -RATED (SECTION 704.2) BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ` I"� OPENINGS: UNLIMITED UNPROTECTED (TABLE 704.8) E EOpLIANCE J DAT -BY AUTOMATIC SPRINKLER: NONE NUMBER OF EXIT REQ'D: 1 OCCUPANT LOAD: 33,600 S.F./500 S.F. PER OCCUPANT = 68 OCCUPANTS OFFICE ADDITION PROVIDED BY CRANDALL ENGINEERING DATED 4/4/14. DRAWING INDEX Al...................SITE PLAN/CODE ANALYSIS S1E.................EXISTING UN -PERMITTED COVER -ALL TENT CENTER PORTION (80x60) FOUNDATION PLAN STRUCTURAL DESIGN DESIGN LOADS FOR EXISTING TENT BUILDING PER COVER -ALL BUILDING SYSTEMS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER 1996 UBC �~- B) SEISMIC: EVIEVVFp SEISMIC ZONE 4 FOR COME COMPLIANCE C) WIND: JUL 0 5 20io" WIND SPEED: 85 MPH CLASS C WIND EXPOSURE: B INTERWEST BASIC WIND PRESSURE: 13PSF CONSULTING GROUP D) GRAVITY LOADS: SNOW LOADS: ROOF..............................................13 PSF SEE COVER -ALL BUILDING SYSTEMS PLAN SHEET 3 OF 13 FOR DESIGN CRITERIA DEFERRED SUBMITTAL ITEMS: EXISTING GRAVITY BLOCK RETAINING WALLS 1. TWO (2) COPIES OF EACH DEFERRED SUBMITTAL WILL FIRST BE SUBMITTED TOT HE ENGINEER OF RECORD, WHO WILL REVIEW THEM AND FORWARD TO THE BUILDING DEPARTMENT WITH NOTATIONS INDICATING THATTHE SUBMITTALS CONFORM TOT HE DESIGN OF THE BUILDING. 2. THE ENGINEER RESPONSIBLE FOR THE DESIGN OF THE DEFERRED SUBMITTAL ITEMS SHALL STAMP:AND WET -SIGN THOSE DRAWINGS AND CALCULATIONS FOR WHICH HE/SHE IS RESPONSIBLE. C'`y inz ax �r Q�pFESSION� C. Ll �?N 69 8C) FOF CAS\F THESE PLANS H VREd&IEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com Irr NORTH VALLEY BUILDING SYSTEMS V z 0 LL Z J m zQ L_ U Q 00 LU U W rU C) G LU Q O M-0 U _j Z =)_j 0 LU °° z OO Q) Uj 0 LU LLz — 0 Q z Z) 0 LL z REVISIONS: 0 RTPC #1 05/10/16 DATE: 01/22/16 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 16-101 SHEET: Al a VAN ACCESSIBLE SIGN WHERE ♦/Y INDICATED ON THE SITE PLAN �F FK NOTE: EACH PARKING SPACE RESERVED FOR �\ PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED ' IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. CONSISTING OF THE '`\� I INTERNATIONAL SYMBOL OF ACCESSIBILITY IN •\., I\. WHITE ON A DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 INCHES SQUARE \, I o = IN AREA AND, WHEN IN A PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80 INCHES FROM BOTTOM OF THE SIGN TO THE i T PARKING SPACE FINISHED GRADE. SIGNS MAY ALSO a ; BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE VAN ACCESSIBLE SPACES i AREA OF INTEREST � SHALL HAVE AN ADDITIONAL SIGN STATING � � �•`\••�• i 'VAN—ACCESSIBLE' MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. SIGNS IDENTIFYING ACCESSIBLE I .\• I I PARKING SPACES SHALL BE LOCATED SO THEY i CANNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. PROPOSED 80X160 I '° •\••\- METAL BUILDING EXISTING •\• FERTILIZER j �PN•\••\• 1 1/2" ROUND GALVANIZED STEEL PIPE ' WAREHOUSE \• : O47-190-011 ARKING SURFACE ; ■ All"\` EXISTING ACRES WAREHOUSE /.� "Ar p-CCIRI 1- PAPVINl(, �IrN ;.11 '.,:,,, .'' � ,\t,.,..,' 13.85 EXISTING — ` EQUIPMENT STORAGE — — -- M SHOP x CONSTRUCTION O PROCEED IN ��" """ .....................I (E) SEPTIC O /A \`\. S TE OR LOCAL REGULATIONS ax,.. 41 a DATE: _ �!--- 1531.17' •� 50' TO NEAREST ...gid. . 3. ; _ . #., . a..'.... ` .. , z.fa ADJACENT BLDG EXISTING COVERED RAIL CAR UNLOADING AREA (OPEN AT BOTH ENDS) 2925 S.F. (TYPE IIB) NOTE: ENGINEER OF RECORD HAS NOT VISITED THE PROPOSED CONSTRUCTION SITE. DIMENSIONS AND LAYOUT OF EXISTING BUILDINGS AND SITE HAS BEEN DEDUCED FROM INFORMATION PROVIDED BY THE CONTRACTOR. CONTRACTOR MUST FIELD VERIFY PLANS AND ALL DIMENSIONS PRIOR TO CONSTRUCTION AND IMMEDIATELY REPORT ANY DISCREPANCIES TO SUMMIT STRUCTURAL DESIGN. SPECIAL INSPECTION REQUIREMENTS: HIGH STRENGTH BOLTING OF METAL BUILDING ABOVE BY OTHERS ARCHITECT OF RECORD DENOTES VEHICLE ACCESS ROUTE ' ** NOTE ** TO PROPOSED BUILDING SITE EXISTING OFFICE BUILDING HAS EXISTING (1) ACCESSIBLE PARKING SPOT L LSITE PLAN {`AND ACCESSIBLE PATH OF TRAVEL TO BOTH MEN'S AND WOMEN'S VERA ACCESSIBLE RESTROOMS. SEE PLAN SHEET ClC1 OF 12 FOR EXISTING AR AY F GREGORY PEITZ, AIAd �� 383 RIO UNDO AVE , pNO. C !1 CHICO, CA 95926 (530) 894-5719 CODE ANALYSIS GOVERNING CODES: 2013 CBC 2013 CEC 2013 CPC 2013 CMC 2013 CFC 2013 CALIF. HEALTH & SAFETY CODE AND AMENDMENTS 2013 CALIF. BUILDING ENERGY EFFICIENCY STANDARDS Al;... 2013 CALIF. BUILDING CODE CHAPTER 11 2013 CAL GREEN BUILDING STANDARDS OCCUPANCY GROUP: S2 - LOW HAZARD STORAGE (SULFATE OF POTASH) OCCUPANCY SEPARATION: NONE ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503) ALLOWABLE AREA: 26,000 S.F. x (75% INCREASE FOR OPEN YARDS (OVER 30' ON (4) SIDES)) = 45,500 S.F. ACTUAL FLOOR AREA: 20,800 S.F. (EXISTING) + 12,800 S.F. (PROPOSED) = 33,600 S.F. ALLOWABLE STORY/HEIGHT: 4/55' ACTUAL STORY/HEIGHT: 1/16-0" CONSTRUCTION TYPE: TYPE IIB FIRE -RESISTANCE RATINGS: NONE EXTERIOR WALL SEPARATION: NONE RATED CONSTRUCTION: CHAPTER 7 PERMIT# PROJECTIONS: NON -RATED (SECTION 704.2) BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ` I"� OPENINGS: UNLIMITED UNPROTECTED (TABLE 704.8) E EOpLIANCE J DAT -BY AUTOMATIC SPRINKLER: NONE NUMBER OF EXIT REQ'D: 1 OCCUPANT LOAD: 33,600 S.F./500 S.F. PER OCCUPANT = 68 OCCUPANTS OFFICE ADDITION PROVIDED BY CRANDALL ENGINEERING DATED 4/4/14. DRAWING INDEX Al...................SITE PLAN/CODE ANALYSIS S1E.................EXISTING UN -PERMITTED COVER -ALL TENT CENTER PORTION (80x60) FOUNDATION PLAN STRUCTURAL DESIGN DESIGN LOADS FOR EXISTING TENT BUILDING PER COVER -ALL BUILDING SYSTEMS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER 1996 UBC �~- B) SEISMIC: EVIEVVFp SEISMIC ZONE 4 FOR COME COMPLIANCE C) WIND: JUL 0 5 20io" WIND SPEED: 85 MPH CLASS C WIND EXPOSURE: B INTERWEST BASIC WIND PRESSURE: 13PSF CONSULTING GROUP D) GRAVITY LOADS: SNOW LOADS: ROOF..............................................13 PSF SEE COVER -ALL BUILDING SYSTEMS PLAN SHEET 3 OF 13 FOR DESIGN CRITERIA DEFERRED SUBMITTAL ITEMS: EXISTING GRAVITY BLOCK RETAINING WALLS 1. TWO (2) COPIES OF EACH DEFERRED SUBMITTAL WILL FIRST BE SUBMITTED TOT HE ENGINEER OF RECORD, WHO WILL REVIEW THEM AND FORWARD TO THE BUILDING DEPARTMENT WITH NOTATIONS INDICATING THATTHE SUBMITTALS CONFORM TOT HE DESIGN OF THE BUILDING. 2. THE ENGINEER RESPONSIBLE FOR THE DESIGN OF THE DEFERRED SUBMITTAL ITEMS SHALL STAMP:AND WET -SIGN THOSE DRAWINGS AND CALCULATIONS FOR WHICH HE/SHE IS RESPONSIBLE. C'`y inz ax �r Q�pFESSION� C. Ll �?N 69 8C) FOF CAS\F THESE PLANS H VREd&IEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com Irr NORTH VALLEY BUILDING SYSTEMS V z 0 LL Z J m zQ L_ U Q 00 LU U W rU C) G LU Q O M-0 U _j Z =)_j 0 LU °° z OO Q) Uj 0 LU LLz — 0 Q z Z) 0 LL z REVISIONS: 0 RTPC #1 05/10/16 DATE: 01/22/16 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 16-101 SHEET: Al a GENERAL NOTES 1. GENERAL ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. THE ENGINEER HAS PROVIDED AND IS RESPONSIBLE FOR SPECIFIC STRUCTURAL ITEMS ONLY, ALL OTHER REQUIREMENTS OF THE BUILDING CODE INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DESIGN CALCULATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1704 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: HIGH STRENGTH BOLTING OF METAL BUILDING ABOVE EPDXY PLACEMENT AT REBAR DOWELS Al, -,- THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE ENGINEER OF RECORD AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. 2. SITE WORK / FOUNDATIONS ASSUMED MAXIMUM SOIL BEARING = 1500 PSF (NO SOILS REPORT PROVIDED) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 3. CONCRETE / REINFORCING CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI U.N.O. (DESIGNED BASED ON 2500 PSI MIN.) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND CBC APPENDIX, CHAPTER 19. REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 %2" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. #5 AND LARGER REBAR SHALL NOT BE RE-BENT. ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. ANCHOR BOLTS SHALL BE ASTM A 307 AND SHALL BE PROVIDED NEW, W/O EXCESSIVE RUST. LOCATE AND AVOID ALL EXISTING OF COLUMN STEEL COLUMN, BY OTHERS R 60'-0" EXISTING UN -PERMITTED COVER -ALL 80x60 STRUCTURE: 7 0 20'-0" 20'-0" 20'-0" (N) 2'-0" x 4'-0" /AI\ '10 r1 A, ,y„ —1 —), --- un — . 0 DRILL 1/2" DIA. HOLE AND Y o SECURE WITH SIMPSON SET -XP EPDXY. FOLLOW ALL EPDXY MFR. cin INSTALLATION INSTRUCTIONS. SOIL NEVER TO --"IIIA- II II w BE REMOVED! IIIA II II II • A � =1111 PROVIDE #4 DOWELS AT 12" O.C. Lljli II I II 12„ Illi WITH 6" EMBED INTO (E) FTG. . -I DRILL 5/8" DIA. HOLE AND SECURE WITH SIMPSON SET—XP EPDXY. FOLLOW ALL EPDXY MFR. INSTALLATION INSTRUCTIONS. EXISTING FOOTING 2'-0" 12"x12" KEY — 1'-0" I II- EQUAL EQUAL DIM PER SCHEDULE DETAIL AT (N) -TO- (E) SPREAD FOOTING DETAIL AT SPREAD FOOTING NO SCALE SIE NO SCALE oboo;l__-PROVIDE #3 DOWELS AT 12" O.C. WITH 6" EMBED INTO (E) SLAB. DRILL 1/2" DIA. HOLE AND SECURE WITH SIMPSON SET -XP EPDXY. FOLLOW ALL EPDXY MFR. INSTALLATION INSTRUCTIONS. REINFORCING PER SCHEDULE 3" CLR, TYP. #4 AT 6" O.C. E.W. FOUNDATION PLAN SCALE: 1/8" = V-0" NOTE: CURRENTLY THE (2) FRAMES AT GRID LINES 7 AND 8 ARE SITTING ON AN EXISTING 4" THICK EXISTING SLAB ONLY. THE CONTRACTOR SHALL SHORE THE EXISTING FRAMES AS REQUIRED AND INSTALL NEW SPREAD FOOTINGS PER 3/SIE AT THE (8) LOCATIONS PER PLAN. PERMIT #_ b\ �o (3� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR (� CODE jCOMPLIANCE DATE t � - 1 l l �(C,) BY T-Vj FOOTING SCHEDULE MARK (DIM X) X (DIM Y) X (THICKNESS) I REINFORCING F3x6 3'-0" X 6'-0" X 3'-0" 4 E.W. AT 6" O.C., TOP & BOTT. 3 FOOTING SCHEDULE SIE NO SCALE 2 SIE FOR CODE COMPLIANCE JUL G 5 20116 INTERWrE_ST CONSULTING GROUP ANCHOR BOLT SCHEDULE A.B. TYPE A.B. SIZE I EMBEDMENT C (6) 5/8" DIA 1 20" ANCHOR ROD SHALL CONFORM TO ASTM F1554 GR. 36 WITH PLATE WASHER 1/2" X 1 3/4" X 1 3/4" SECURED WITH DOUBLE NUTS, TYP. NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY COVER -ALL BUILDING SYSTEMS FOR ANCHOR BOLT SPACING. VERIFY ALL NON-STRUCTURAL BOLTS FOR OPENINGS AND DOORS AS THEY MAY OR MAY NOT HAVE BEEN SHOWN ON THIS PLAN. ANCHOR BOLT SCHEDULE 1 NO SCALE S I E QROFESS/0/v REINFORCING PRIOR TO DRILLING, TYP. C. `� l F'L L�j �N 69 812: INTERIOR OF BUILDING JJ CIVIL `� gTFOF CAL\ N EDGE OF I THESE PLANS H VE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL BUILDING CALCULATIONS (E) FOOTING (E) SLAB ON PER PLAN GRADE PER PLAN Suite 200 Chico, CA 95926 m w Uj w CORROSION PROTECTION BY OTHERS NORTH VALLEY BUILDING SYSTEMS Uj < -- 00 ............ .. . --------------- (D L I W 0 Q d = Q Uj w A.B. PER PLAN z p w o U I ---- __ .__.__ .. 4o PROVIDE #3 DOWELS AT 12" O.C. a cn Ln w Z Q = m z w 0 o E SLAB ON ( ) w-- J m W C0 �� WITH 6 EMBED INTO (E) SLAB. w J OJ Q M LLJ Q GRADE PER PLAN DRILL 1/2" DIA. HOLE AND Y o SECURE WITH SIMPSON SET -XP EPDXY. FOLLOW ALL EPDXY MFR. cin INSTALLATION INSTRUCTIONS. SOIL NEVER TO --"IIIA- II II w BE REMOVED! IIIA II II II • A � =1111 PROVIDE #4 DOWELS AT 12" O.C. Lljli II I II 12„ Illi WITH 6" EMBED INTO (E) FTG. . -I DRILL 5/8" DIA. HOLE AND SECURE WITH SIMPSON SET—XP EPDXY. FOLLOW ALL EPDXY MFR. INSTALLATION INSTRUCTIONS. EXISTING FOOTING 2'-0" 12"x12" KEY — 1'-0" I II- EQUAL EQUAL DIM PER SCHEDULE DETAIL AT (N) -TO- (E) SPREAD FOOTING DETAIL AT SPREAD FOOTING NO SCALE SIE NO SCALE oboo;l__-PROVIDE #3 DOWELS AT 12" O.C. WITH 6" EMBED INTO (E) SLAB. DRILL 1/2" DIA. HOLE AND SECURE WITH SIMPSON SET -XP EPDXY. FOLLOW ALL EPDXY MFR. INSTALLATION INSTRUCTIONS. REINFORCING PER SCHEDULE 3" CLR, TYP. #4 AT 6" O.C. E.W. FOUNDATION PLAN SCALE: 1/8" = V-0" NOTE: CURRENTLY THE (2) FRAMES AT GRID LINES 7 AND 8 ARE SITTING ON AN EXISTING 4" THICK EXISTING SLAB ONLY. THE CONTRACTOR SHALL SHORE THE EXISTING FRAMES AS REQUIRED AND INSTALL NEW SPREAD FOOTINGS PER 3/SIE AT THE (8) LOCATIONS PER PLAN. PERMIT #_ b\ �o (3� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR (� CODE jCOMPLIANCE DATE t � - 1 l l �(C,) BY T-Vj FOOTING SCHEDULE MARK (DIM X) X (DIM Y) X (THICKNESS) I REINFORCING F3x6 3'-0" X 6'-0" X 3'-0" 4 E.W. AT 6" O.C., TOP & BOTT. 3 FOOTING SCHEDULE SIE NO SCALE 2 SIE FOR CODE COMPLIANCE JUL G 5 20116 INTERWrE_ST CONSULTING GROUP ANCHOR BOLT SCHEDULE A.B. TYPE A.B. SIZE I EMBEDMENT C (6) 5/8" DIA 1 20" ANCHOR ROD SHALL CONFORM TO ASTM F1554 GR. 36 WITH PLATE WASHER 1/2" X 1 3/4" X 1 3/4" SECURED WITH DOUBLE NUTS, TYP. NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY COVER -ALL BUILDING SYSTEMS FOR ANCHOR BOLT SPACING. VERIFY ALL NON-STRUCTURAL BOLTS FOR OPENINGS AND DOORS AS THEY MAY OR MAY NOT HAVE BEEN SHOWN ON THIS PLAN. ANCHOR BOLT SCHEDULE 1 NO SCALE S I E QROFESS/0/v C. `� l F'L L�j �N 69 812: JJ CIVIL `� gTFOF CAL\ o6 02,11 � THESE PLANS H VE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com ■ NORTH VALLEY BUILDING SYSTEMS Uj < 00 (D L e W J J Q d = Q Uj �U z 700 U OO .. o U I LL Z Q Z JJ J m W C0 J I'D Uj OJ Q M LLJ W (D O LL, U Z q (10 0X O 00 0 Z) 0 W Ll— REVISIONS: 1 RTPC#1 05/12/16 DATE: 01/08/16 SCALE: 1/8" = 1'-0" DRAWN BY: ACJ JOB NUMBER: 16-101 SHEET: SIE 2013 CALGreen NON -Residential Mandatory Measures Planning and Design Site Development 5.106.1- Storm Water Pollution Prevention - Newly constructed projects and additions which disturb less than one acre of land shall prevent the pollution of stormwater runoff from the construction activities through one or more of the following measures: 5.106.1.1- Local ordinance. Comply with a lawfully enacted stormwater management and/or erosion control ordinance. 5.106.1.2 - Best Management Practices (BMP). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMP. 5.106.4 - Bicycle Parking - For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.2. 5.106.4.1- Bicycle Parking - Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter. 5.106.4.1.1- Short-term bicycle parking - If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 ft. of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a min. of one two -bike capacity rack. Exception: Additions or alterations which add nine or less visitor vehicular spaces. 5.106.4.1.2 Long-term bicycle parking - For new buildings with over 10 tenant -occupants or for additions or alterations that add 10 or more tenant vehicular parking, spaces, provide secure bicycle parking for 5% of the tenant vehicular parking spaces being added, with a min. of one space. 5.106.4.2 - Bicycle Parking - For public schools and community colleges, comply with Sections 5.106.4.2.1 and 5.106.4.2.2. 5.106.4.2.1- Short-term bicycle parking - Provide permanently anchored bicycle racks within 200 ft. of the student entrance, readily visible to passers-by, for 5% of student population based on the total occupant load of the campus with a min. of one two -bike capacity rack. 5.106.4.2.2 Long-term bicycle parking - Provide secure bicycle parking for 5% of the employees, based on the total number of motorized vehicle parking capacity in the staff parking lot, with a min. of one space. 5.106.5.2 - Designated Parking - In new projects or additions or alterations that add 10 or more vehicular parking spaces, provide designated parking for any combination of low -emitting, fuel-efficient and carpool/van pool vehicles as shown in Table 5.106.5.2. 5.106.5.2.1- Parking stall marking - Paint, In the paint used for stall striping, the following characters such that the lower edge of the lat word aligns with the end of the stall striping and is visible beneath a parked vehicle: CLEAN AIR/ VANPOOL/EV 5.106.8 - Light Pollution reduction - Outdoor lighting systems shall be designed and installed to comply with the following: 1. The min. requirements in the California Energy Code for Lighting Zones 1-4 as defined in Chapter 10 of the California Administrative Code; and 2. Backlight, Uptight and Glare (BUG) ratings as defined in IES TM -15-11; and 3. Allowable BUG ratings not exceeding those shown In Table 5.106.8, or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever Is more stringent. Exceptions: 1. Luminaries that qualify as exceptions in Section 140.7 of the California Energy Code. 2. Emergency lighting. Building Code Chapter 12 Section 1205.6 for college campus lighting requirements for parking facilities and walkways. Note: See also Californiag p , 5.106.10 - Grading and Paving - Site grading or drainage system away from building. Energy Efficiency Performance Requirements 5.201.1- Stay current with the California Energy Commission as he adopt mandatory building standards. Water Efficiency and Conservation Indoor Water Use 5.301.1- Meters - Separate submeters or metering devices shall be installed for the uses described in Sections 5.301.1.1 and 5.301.2. 5.301.1.1- New buildings or additions in excess of 50,000 s.f. 1. For each individual leased, rented, or other tenant space within the building projected to consume more than 100gal/day, including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop. 2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems: a. Makeup water for cooling towers where flow through is greater than 500 gpm b. Makeup water for evaporative coolers greater than 6 gpm. c. Steam and hot-water boilers with energy input more than 500,000 btu/h . 5.303.1.2 - Excess Consumption - A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day. 5.303.2 - Water reduction - Plumbing fixtures shall meet the maximum flow rate values shown in Table 5.303.2.3 Exception: Buildings that demonstrate 20% overall water use reduction. In this case, a calculation demonstrating a 20% reduction in the building "water use baseline" as established in Table 5.303.2.2 shall be provided. occupancies within the authority of the California Building Standards Commission as specified in Section 5.303.2.1- Areas of addition or alteration For those Occup tY 103, the provisions of Section 5.303.2 and Section 5.303.3 shall apply to new fixtures or new fixtures in additions or areas of alteration to the building. 5.303.3 - Water conserving plumbing fixtures and fittings - Plumbing fixtures (water closets or urinals) and fittings (faucets and showerheads) shall comply with the following: 5.303.3. - Water closets - The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSence Specification for Tank -type Toilets. 5.303.2 -Urinals - The effective flush volume of urinals shall not exceed .05 gallons per flush. 5.303.3.1- Single Showerheads - Showerheads shall have a max. flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSence Specifications for Showerheads. 5.303.3.3.2 - Multiple Showerheads serving one shower - When a shower is served by more than one showerhead, the combined flow rater of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. 5.303.4 - Wastewater reduction - Each building shall reduce by 20% wastewater by either the installation of water -conserving fixtures (water closets, urinals) or utilizing non -potable water systems complying with the California Plumbing Code. 5.303.6 - Standards forP lumbing fixtures and fittings - Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1401.1 of the California Plumbing Code and in Chapter 6 of this code. Outdoor Water Use 5.304.1- Water Budget - A water budget shall be developed for landscape irrigation. 5.304.2 - Outdoor potable water use - For new water service or for addition or alteration requiring upgraded water service for landscaped areas of at least 1,000 s.f. but not more than 5,000 s.f. separate submeters or metering devices shall be installed for outdoor potable water use. 5.304.3 - Irrigation Design - New projects install irrigation controllers and sensors for landscaped areas between 1,000 s.f. and 2,500 s.f. 5.304.1- Irrigation Controllers - 1. Controllers shall be weather- or soil moisture based 2. Weather -based controllers without integral rain sensors or communication systems have a separate wired or wireless rain sensor. Soil moisture -based controllers are not required to have rain sensor input. Material Conservation and Resource Efficiency Water Resistance and Moisture Management 5.407.1- Weather Protection - Provide a weather -resistance exterior wall foundation envelope as required by California Building Code Section 1403.2 and California Energy Code Section 150, manufacturer's installation instructions or local ordinance, whichever is more stringent. 5.407.2 - Moisture Control - Employ moisture control measures by the following methods: 5.407.2.1- Sprinklers - Design and maintain landscape irrigation systems to prevent spray on structures. 5.407.2.2 - Entries and openings - Design exterior entries and/or openings subject to foot traffic or wind -driven rain to prevent water intrusion into buildings as follows: 5.407.2.2.1- Exterior door protection - Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 ft. around and perpendicular to such openings plus at least one of the following: An installed awning at least 4 ft. in depth, the door is protected by a roof overhang at least 4 ft. in depth, the door is recessed at least 4 ft. in depth or other methods which provide equivalent protection. 5.407.2.2.2 - Flashing - Install flashings integrated with drainage plane. Construction Waste Reduction Disposal and Recycling 5.408.1- Construction Waste Management - Recycle and/or salvage for reuse a min. of 50% of the non -hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 and 5.408.1.3; or meet local construction and demolition waste management ordinance, whichever is more stringent. 5.408.1- Construction Waste Management Plan - A construction waste management plan shall be submitted. 5.408.1.2 - Waste Management Company - Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section. Exceptions to Section 5.408.1.1 and 5.408.1.2: 1. Excavated soil and land-cleaing debris. . 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. 3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets. 5.408.1.3 - Waste Stream reduction alternative - The combined weight of new construction disposal that does not exceed 2lbs per s.f. of building area may be deemed to meet the 50% min. requirement as approved by the enforcing agency. 5.408.1.4 - Documentation - Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 5.408.1.1 through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. 5.408.3 - Excavated soil and land clearing debris -100% of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed. Exception - Reuse, either on -of off site, of vegetation or soil contaminated by disease or pest -infestation Building Maintenance and Operation 5.410.1 Recycling by occupants. - Provide readily accessible areas that serve the entire building and are Identified for the depositing, storage and collection of non -hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. 5.410.1.1- Additions - All additions conducted within a 12 -month period under a single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide a recycling areas on site. Exceptions: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area. 5.410.1.2 - Sample ordinance - Space allocation for recycling areas shall comply with Chapter 18, part 3, Division 30 of the Public Resources Code. 5.410.2 - Commissioning - For new buildings 10,000 s.f. and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner's or owner representative's project requirements. All building operating -_-._ _ . _.____ __, _ --- _ - _ I 5.410.2.1- Owner's or Owner representative Project Requirements - The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the projects begins. 5.410.4 - Testing and adjusting - Testing and adjusting of systems shall be required for new buildings less than 10,000 s.f. of new systems to serve and addition or alteration subject to Section 303.1. 5.410.4.2 -Systems -Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include, as applicable to the project: HVAC systems and controls; indoor and outdoor lighting and controls; water heating systems; renewable energy systems; landscape irrigation systems; and water reuse systems. 5.410.4.3 - Procedures - Perform testing and adjusting procedures in accordance with manufacture's specifications and applicable standards on each system. 5.410.4.3.1- HVAC balancing - In addition to testing and adjusting, before a new space -conditioning system serving a building or space is operated for normal use, the system is to be balanced. 5.410.4.4 - Reporting - After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services. 5.410.4.5 - Operation and Maintenance Manual - Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. 0 & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations. 5.410.4.5.1- Inspections and reports - Include a copy of all inspection verifications and reports required by the enforcing agency. Environmental Quality . Fireplaces v 5.503.1- General - Install only adirect-vent sealed combustion gas or sealed wood -burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances. 5.503.1.1- Woodstoves- Woodstoves and pellet stoves shall comply with U.S. Epa Phase II emission limits where applicable. Pollutant Control 5.504.1.3 - Temporary Ventilation - The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction. 5.504.3 - Covering of duct openings and protection of mechanical equipment during construction - Cover duct openings and protection of mechanical equipment during construction. 5.504.4 - Finish material and pollutant control - Finish materials shall comply with Sections 5.404.4.1 through 5.504.4.4 5.504.4.1- Adhesives, sealants and caulks - Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.1 and 5.504.4.2. 2. Aerosol adhesives , and similar unit sizes of adhesives, and sealant or caulking compounds (in unit of products, less packaging, which do not consist of more than 16 fluid oz.) shall comply with statewide VOC standards and other requirements, Including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. 5.504.4.3 - Paints and Coatings - Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3 unless more stringent local limits apply. 5.504.4.3.1- Aerosol Paints and Coatings - Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of CCR, Title 17, commencing with Section 54520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49. 5.504.4.4.3.2 - Verification - Verification of compliance with this section shall be provided at the request of the enforcing agency. 5.504.4.4 - Carpet Systems - All carpet installed in the building interior shall meet the testing and product requirements of one of the standards listed in 5.504.4.4 5.504.4.4.1- Carpet Cushions - All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label Program 5.504.4.4.2 - Carpet Adhesive - All carpet adhesive shall meet the requirements of Table 5.504.4.1 5.504.4.5 - Composite Wood Products - Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in ARB's Air Toxic Control Measure for Composite Wood. 5.504.4.5.3 - Documentation - At least one of the following shall be provided for 5.504.4.5: 1. Product certifications and specifications . 2. Chain of custody 3. Product labeled and invoiced as meeting the Composite Wood Products regulations 4. Exterior grade products marked as meeting the PS -1 or PS -2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards 5. Other methods acceptable to the enforcing agency. 5.504.4.6 - Resilient Flooring Systems - For 80% of floor area receiving resilient flooring, installed resilient flooring shall meet at least one of the following: 1. Certified under the Resilient Floor Covering Institute FloorScore program. 2. Compliant with the VOC - emission limits and testing requirements specified in the California Department of Public Health's 2010 Standard Method for the Testing and Evaluation Chambers, Version 1.1, February 2010; 3. Compliant with the California Collaborative for High Performance Schools Criteria Interpretation for EQ 2.2 dated July 2012 and listed in the CHPS High Performance Product Database; or 4. Compliant with CDPH criteria under the Greenguard Children's & School Program. 5.504.4.6.1- Verification of Compliance - Documentation shall be provided verifying the resilient flooring materials meet the pollutant emission limits. 5.504.5.3 - Filters - In mechanically ventilated buildings, provide MERV 8 or better air filtration media for outside and return air prior to occupancy. Installed filter shall be clearly labeled by the manufacture indicating the MERv rating. 5.504.7 - Environmental Tobacco Smoke Control - Prohibit smoking within 35 ft. of building entries, outdoor air intakes and operable windows where outdoor areas are provided for smoking, and in buildings. Indoor Moisture Control 5.505.1- Indoor Moisture Control - Buildings shall meet of exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1203 and Chapter 14. Indoor Air Quality 5.506.1- Outside Air Delivery - For mechanically or naturally ventilated spaces in buildings, shall meet the minimum requirements of Section 120.1 of the 2013 California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8. 5.506.2 - Carbon Monoxide Monitoring - For buildings or additions equipped with control ventilation, CO2 sensors and ventilation controls shall be specified and Installed in accordance with the requirements of the 2013 California Energy Code, Section 120(c)(4). Environmental Comfort 5.507.4 - Acoustical Control - Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTME 90 and ASTME 413 or Outdoor -Indoor Sound Transmission Class (OITC) determined in accordance with ASTME 1332. 5.504.4.1- Exterior Noise Transmission, prescriptive method - Wall and roof -ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30. 5.507.4.1.1- Noise Exposure Where Noise Contours are not readily available - Buildings exposed to a noise level of 65 dB L -1 hr. during any hour of operation shall have building, addition or alteration exterior wall and roof -ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45, with exterior windows of a minimum STC of 40. 5.507.4.2 - Performance Method - For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof -ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an Interior noise environmental attributable to exterior sources that does not exceed an hourly equivalent noise level of 50 dBA in occupied areas during any hour of operation. . 5.507.4.2.1- Site Features - Exterior features such as sound walls, or earth beams may be utilized' as appropriate to the building, addition or alteration project to mitigate sound migration to the interior. 5.507.4.2.2 - Documentation of Compliance - An acoustical analysis documenting complying interior sound levels shall be prepared by personnel approved by the architect or engineer of record. 5.507.4.3 - Interior Sound Transmission - Wall and floor -ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40. Outdoor Air Quality 5.508.1- Ozone Depletion and Greenhouse Gas Reductions - Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 508.1.2. 5.508.1.1 -Chlorofluorocarbons (CFC's) - Install HVAC, refrigeration and fire suppression equipment that do not contain CFC's. 5.508.1.2 - Halons - Install HVAC, refrigeration and fire suppression equipment that do not contain Halons. 5.508.2 - Supermarket Refrigerant Leak Reduction - New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 s.f. or more conditioned area, and that utilize either refrigerated display case, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high -global -warming potential (high -GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities. 5.508.2.1- Refrigerant Piping - Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameters (OD) less than I", flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below. 5.508.2.1.1- Threaded Pipe - Threaded connections are permitted at the compressor rack. 5.508.2.1.2 - Copper Pipe - Copper tubing with an OD less than V may be used in systems with a refrigerant charge of 5 lbs or less. 5.508.2.1.3 -Flared Tubing Connections - Double -flared tubing connections may be used for pressure controls, valve pilot lines and oil. 5.508.2.1.4 - Elbows - Short radius elbows are only permitted where space limitations prohibit use of long radius elbows. 5.508.2.2 -Valves - Valves and fittings shall comply with the California Mechanical Code and as follows: 5.508.2.2.1- Pressure Relief Valves - For vessel containing high -GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the Inlet of the pressure relief valve. 5.508.2.2.1.1- Pressure Detection - A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve. 5.508.2.2.2 - Access Valve - Only Schrader access valves with a brass or steel body are permitted for use. 5.508.2.2.2.1- Valve Caps - For systems with a refrigerant charge of 5 lbs or more, valve caps shall be brass or steel not plastic. 5.508.2.2.2.2 - Seal Caps - If designed for it, the cap shall have a neoprene O-ring in place. 5.508.2.2.2.2.1- Chain Tethers - Chain tethers to fit over the stem are required for valves designed to have seal caps. 5.508.2.3 - Refrigerated Service Cases - Refrigerated service cases holding food products containing vinegar and shall shall have evaporator coils of . corrosion -resistant material, such as stainless steel; or be coated to prevent corrosion from these substances. 5.508.2.3.1- Coil Coating - Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency. 5.508.2.4 - Refrigerant Receivers - Refrigerant receivers with capacities greater than 200 lbs shall be fitted with a device that indicates the level of refrigerant in the receiver. . 5.508.2.5 - Pressure Testing - The system shall be pressure testing during installation prior to evacuation and charging. 5.508.2.5.1- Minimum Pressure - The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum. 5.508.2.5.2 - Leaks - Check the system for leaks, repair and leaks, and retest for pressure using the same gauge. 5.508.2.5.3 - Allowable pressure change - The system shall stand, unaltered for 24 hours with no more than a +/- one Ib. pressure change from 300 psi& measured with the same gauge. 5.508.2.6 - Evacuation - The system shall be evacuated after pressure testing and prior to charging. 5.508.2.6.1- First Vacuum - Pull a system vacuum down to at least 1000 microns, and hold for 30 minutes. 5.508.2.6.2 - Second Vacuum - Pull as second system to a minimum of 500 microns and hold for 30 mins. 5.508.2.6.3 - Third Vacuum - Pull a third system vacuum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period. TAP LE 5.504A.1 ADHESIVE VOC L1M12 e, --- v.rn+^ ,m,nf4 I ,,e4t r:vamint irmmnniuinds In Craigs Per Ut2r A.PCHTECTUPAL APPI-ICJ1TIO14S CURPENTV00UMIT " Irdonr carp -1 ad1he'-M es 1 50 Cn po pad he shvs 11 50 utd nor e,mtp et nd h es ives I$.51:0 150 Nyomii floclrinJ adhesi- 101) t r floor adllesis s l3a ment vVizviallveciatiriI Sub flic ri -li-siNMIS �tj Ceratnictile IldheFINTS tt.6 VCT f11Td asphalt til. D-11. 3,1'v Q Drywtill and tx--r1 adhe-Mvs 50 1;510 0 h?tl1t1`d - eonstfuctiLin �lhF r,(t:. Dn �'E' Wh B S� sc`,xl r'r5 Struutwail tlaain,a hi -Avec 10 Single -ply roof mernINr ne, ad'hb rives ` -' Other 3idlicsi-or not spc,sil CJly li-,t€ 51) BPE lALTYAPPUC7"J"TlL1NS Docir omft,p I PVC ,i�elding., 510 M C l.vol d ink 4-90 ABS welding 7.25 Fl.a.,tic cement,wel,din 250 Aft -sig -v- priwr for Ta�tic I I 550 C 't zxt adhe'ste-C ' Sjied l Purpcow contact dhesive 250 Struc°tt ml ,%vo od me rriber 1he5iiv 140 Top and t7i rn adlle� i�r 250 SUB TPATE SPECtFiC AP°PLfCATEON a Pre trent n nt wxh .rlmeIrs 1 Mcta11 to rrret�ri' Fri m,ers. scWrs andundt:Monti rs I MuTt is fcmrrlt 50 Porousrnaterinl (mo t'xnod;r 50 Wood I , ) fillerglass Rust : _rgvL-ntntiNV C+flati 11710' ]. Ran ajihcsis�visu- dt-ho,nddi:s�sirnil.trr.ubstr tc togsthv rthead>hesiNv °ith the hiphost IVOC content 917311 h all mvd. 2. For add itionalinforrnationriegardin-mtthcdstomeasesthe ` OC content I*,�ci led in tins #nttile. se South Coast AirQuality L'at l.nagement District tt f,�'�'.tni3.ce. v/DR B,rSC', U[�H'[7,4T.,v'1 11i6g PDF. 1�u1� l l r$ ., h:',A' (? 11<i 01_r, _ ,WZ t .*r.:a VOC COf rGNT UNUT FOR ARCHTF..OTIIR.�L' O�lTl�f ��a Grams of V00 Pet L t4r of Coating- 'laMG CATEGOPY C111711ENT UMIT Flat eritin 50 , Nrwnfl,.jl coutin Imo' 'NonllintWi11 dmle xLin 150 51 erf.n1t.y C0irtgs x Itlutinu m rrnof codo 400 l3a ment vVizviallveciatiriI ` Bituminous roof coalin 0 50 t nu s r cwf .I r wrs l� l �lmtt - w L1 Bond bw3l: O Ccwrete curing corn:rrmiyls 1;510 C,_ancrcte/rnnsm se,aler ICKI Dn �'E' Wh B S� sc`,xl r'r5 �0 Dry fop e ati i� 150 Fana,A finWiia a coat in -,s .K 0 Fiirerusisti coatin-s 3.5 Docir omft,p I I 00 F- ri.rely aito''com pounds ' 3 bra hi,� rtrL's��ltla it1 aittls`m High-te,m[rltnTc erxrtings 42O TrnJumia] rnnintenarsC2,cn:U1711 , I 250 Lrx sral05 enatingst 120 Baia gn edte cemeat morin 4-50 Mastic ferittire "- iron's .. Metallic pigrment coatings, Multi fortcr+atin,r 251} Pre trent n nt wxh .rlmeIrs 1 420 Fri m,ers. scWrs andundt:Monti rs I ITi Reactive €netmtin seslen 1 2!9+C'1`1dedcomtln 230 Roof strati n22 Rust : _rgvL-ntntiNV C+flati 11710' ' 2; ' . Sl ellrs: Clew opartne I I350 7? ��.-& nrnk^ N. al grld'underr C-13 Stains 230 Srtnn e con�r.clid.-.m ts 45 S;,,,imrning pcol c tirwy, 1;911 Tr -fila wares p, e^riadn i x ish nnn't:inerts TTub ruttl file � Ian 422- -%vateTroallig hMfies 250 ANbcd vxatin s 22 Wo re servall-ir', wo ittifii.h .11rn'rs 0 -71 1. C71, , orV0,C rtit, r of coatin , including Fater and includitr. exempt TA13LE 5. 04 A.2 compnun(N. EALAIbtI" VOC U MIT I I 1.'Chep.:,ci�ftedlimits remain inv%tunk roisodlirtrlt&arelist edin' chs - Exempt Csar19 tmiti in, ram r Liter Le�� Water and ll�s � � gvent enlnrnns in the tsbie. SEAUNTS to ARENT VolC 113MIT AxhItecturil2550 , hlardne doc 3 60 Ron me,rinfinine mor 11 I.0r Roldw ay 250 Single -ply roof tmem'bri,ne 450 Other 42'1) SEALANT PRUAER S J41ch1tc1,tural If oiwPr-:? s 250 l"Jo:difii6i1 bituminou", _ 5Oh N -lar- n do A 160 Other 750 1' ate_ Fri radd iIiondl inf+mrtati0n rte!zrriin-m,ethc•1si,-1mie3suwoe t I v `%°0C en n1cnt specificA in ttv-se-talblev-sev S+c4ath Coast kir Qu ali.tykfana ernent District Ftr lel 168. 11 . LFatut in t1tis tante nm dcri� frorn tbo s �i.flod t, the California Air Re-wtu 's Brmi-ii., Arc`ttitc'tur;el Gi ttin s Sugg lr � 'Cantr l 1 011sule, i .,z h , frram isle Air 1N_,5uurce� . )�ua9r�rl, ��"�'. tnfnrtnati+�n is a�arla. I� .F-oard . TABL 5.W4.4.5 F01IT.fA E=iYDE L -IMI TS1 TArtYi . pim rr,rm-.rturla h,vd a FirrikizInrtq In Parts taor munon.' P P O -D UCT CUPAFRTUNTIT Ftlydwood, pl - t�' ood veneer corre 0.05 143rd n oil,1Pty'kv00d Camp CS11e cofe 0.05 Particle, board 0.09 Medium density fiN-rticiard I I 10.11 T11 in medium density fiberhm,rd-- 0.13 PERMfT # 1; ` � I 09 6 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE U / b BY c EVi EWct® FOR CODE CONrPLIANCE JUL G 3 2016 INTERWEST CONSULTING GROUP p� M ^f" F q bl t.-'41 . �'�i Imo., JUN 0 3 2010 INTtIRWEST C,. _ ,t,-° ,.' NOTE: THE PROJECT MANAGER OR OENERAL GONTRAGTOR WILL BE THE RESPONSIBLE PERSON TO GOLLEGT AND PRO\/IDE VERIFIGATION OF GALOREEN GOMPLIANGE TO THE BUILDING INSPEGTOR PRIOR TO BUILDING SINAL. Revision: I Date: • 9 O � W 9 F U W H x v x 41!� By: 0N 7-4 r- 19 19 d' CrN 00 en .w+ in W pmw V,0 0 N 4 . *A co c 4 .,� rn U @) o u � 4 U U a* i, A q "O W C ►-a O R en 00 en No. C21283 REND 7/17 �OMMERV AL OALCREEN MANDATORY MEA5URE5 Date :2016 Scale Drawn Job Sheet CG Of Sheets �Z 2 0- epi O N N CC O N 0 N t DRAWN BY: Lim CHECKED BY: Lim DATE: 5/25/16 N NORTH VALLEY AG SERVICES METAL BUILDING ADDITION I \ PROPOSE \ METAL BUILDING i Ex/ST/NG BU/LD/N 0 7S TNG' TENT/ -- \ PON 100 r E / TING DRAINAGE: " • AREA -1 ` \ O-1�6 ---------------------------- 00 Exrsr/Nc J ExrsT/NG \ -- r - -- I BU/LD/NG BU/LD/NG iii i� t��iii��iii_ � ��ii;�� • ExrsriIr- I * ' G I I i I I I I I I I � __J L ---J REVISIONS BU/LD/NG �L� I 1 ` i I _ _ Ex/ST/Nc DRAINAGE ! GRA I�EL EX/ST/NG AREA -2 �r E-)(15 TING D/RT i J DIRT I\ i----------� I Ex/ST/NG r I I i i SU/LD/NG { i i j$fy� • I � I t I I I L--------- / I I l i I I I - '!------------� _ xrST/NG L ---------- y - 1 ('TYP/CALF ------ ------------------------------------------------------ ------ I I mmmmmolim I I I I I I NJ - -- -- -- -- -- -- -- -- -- -- -- -A- -- -- -- -- -- -- -- -- -- -- -- BELL ROAD IPTION BY FEENEYENGINEERING & SURVEYING, INC. PMB 301, 236 W. EAST AVE, STE. A CHICO, CA 95926 OWNER: NORTH VALLEY AG SERVICE •gip, e SITE BELL RD NOTES: NTS LEGEND: BOUNDARY CENTERLINE EDGE PAVEMENT OR GRAVEL DRAINAGE BOUNDARY FLOW ARROW TOP SLOPE TOE SLOPE 1.) ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COUNTY OF BUTTE ON FILE IN THE OFFICE OF THE DIRECTOR OF PUBLIC WORKS, BUTTE COUNTY, CALIFORNIA. 2.) THE EXISTENCE AND LOCATION OF ALL UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3.) CALL BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS AT 538-7681 TO SCHEDULE INSPECTION AT LEAST 24 HOURS PRIOR TO CONSTRUCTION. 4.) A PORTION OF THE NEW BUILDING ADDITION IS TO FLOW INTO THE NORTHERLY EXISTING STORM DRAIN POND AND THE OTHER PORTION IS TO FLOW INTO THE SOUTHEASTERLY EXISTING STORM DRAIN POND. 5.) NO ADDITIONAL WATER IS TO BE RELEASED FROM THE SITE DUE TO PROPOSED CONSTRUCTION. 6.) AREA SHOWN WITH ONLY FLOW ARROWS AND NO CONTOURS WAS SURVEYED BY OTHERS. FROM THIS OTHER SURVEY MAP THE FLOW ARROWS WERE DETERMINED. PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR DEQ COMPLIANCE DATE / C� (- 1 ! lD BY APPROVED FOR CONSTRUCTION: MIKE CRUMP DATE DIRECTOR OF PUBLIC WORKS DRAINAGE PLAN 4936 BELL ROAD, CHICO CA COUNTY OF BUTTE (APN: 047-190-011) Q�OFESS/p� � J 9 CD C 72210 2 rn AU EN MCSWAiN * EXP: �r R.C.E. 210 CIVI\.O��Q D6 E F OF CA1-\F HORIZONTAL SCALE: JOB NUMBER: 1 = 50' 1893 SHEET: VERTICAL SCALE: ill = N/A 1 OF 1 rcS-- N W E s SITE PLAN NO SCALE T ±150' TO NEAREST PROJECT DIRECTORY OWNER: NORTH VALLEY AG 4936 BELL ROAD CHICO, CA PROJECT ENGINEER: SUMMIT STRUCTURAL DESIGN 383 RIO LINDO AVE CHICO, CA 95926 (530) 592-4407 GENERAL CONTRACTOR: TROY FERGUSON NORTH VALLEY BUILDING SYSTEMS 30 SEVILLE COURT CHICO, CA 95928 (530) 345-7296 PROPOSED CONSTRUCTION: REPLACEMENT OF TENT COVER MATERIAL ON 80x260 BUILDING WITH FIRE TREATED COVER IN -ORDER TO ACHIEVE TYPE IIB CONSTRUCTION TYPE NOTE: BUILDING LOCATIONS SHOWN AS APPROXIMATE. ACTUAL DIMENSIONS SHALL BE VERIFIED IN THE FIELD. PROPOSED 80X160 METAL BUILDING — ER USE CTURE) AREA OF INTEREST END OF EXISTING PRIVATT RAIL ROAD SPUR LINE EXISTING WATER: (1) 12,000 GALLON AND (1) 9,000 GALLON TANK WITH PUMP— ARCHITECT UMP— ARCHITECT OF RECORD PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE (� %% DATE I r 9 l [ b BY EXISTING SHOP DOLL MUMU DENOTES VEHICLE ACCESS ROUTE ' ** NOTE ** TO PROPOSED BUILDING SITE EXISTING OFFICE BUILDING HAS EXISTING (1) ACCESSIBLE PARKING SPOT ITE PLAN... AND ACCESSIBLE PATH OF TRAVEL TO BOTH MEN'S AND WOMEN'S OVERALL ACCESSIBLE RESTROOMS. SEE PLAN SHEET C1 OF 12 FOR EXISTING GREGORY PEITZ, AIA 383 RIO UNDO AVE CHICO, CA 95926 (530) 894-5719 CODE ANALYSIS OFFICE ADDITION PROVIDED BY CRANDALL ENGINEERING DATED 4/4/14. ARyi oRy 4.rF DRAWING INDEX a Al...................SITE PLAN/CODE ANALYSIS * N& CUM GOVERNING CODES: 2013 CBC 2013 CEC 2013 CPC 2013 CMC 2013 CFC 2013 CALIF. HEALTH & SAFETY CODE AND AMENDMENTS 2013 CALIF. BUILDING ENERGY EFFICIENCY STANDARDS - 2013 CALIF. BUILDING CODE CHAPTER 11 2013 CAL GREEN BUILDING STANDARDS OCCUPANCY GROUP: S2 - LOW HAZARD STORAGE (SULFATE OF POTASH) OCCUPANCY SEPARATION: NONE ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503) ALLOWABLE AREA: 26,000 S.F. x (75% INCREASE FOR OPEN YARDS (OVER 30' ON (4) SIDES)) = 45,500 S.F. ACTUAL FLOOR AREA: 20,800 S.F. (EXISTING) + 12,800 S.F. (PROPOSED) = 33,600 S.F. ALLOWABLE STORY/HEIGHT: 4/55' ACTUAL STORY/HEIGHT: 1/16'-0" CONSTRUCTION TYPE: TYPE IIB FIRE -RESISTANCE RATINGS: NONE EXTERIOR WALL SEPARATION: NONE RATED CONSTRUCTION: CHAPTER 7 PROJECTIONS: NON -RATED (SECTION 704.2) OPENINGS: UNLIMITED UNPROTECTED (TABLE 704.8) AUTOMATIC SPRINKLER: NONE NUMBER OF EXIT REQ'D: 1 OCCUPANT LOAD: 33,600 S.F./500 S.F. PER OCCUPANT=68 OCCUPANTS A2E.................EXISTING COVER -ALL TENT FLOOR PLAN A3E.................EXISTING COVER -ALL TENT ROOF PLAN/SECTION STRUCTURAL DESIGN' ` DESIGN LOADS FOR EXISTING TENT BUILDING PER COVER -ALL BUILDING SYSTEMS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER 1996 UBC B) SEISMIC: SEISMIC ZONE 4 C) WIND: WIND SPEED: 85 MPH CLASS C PERM4 WIND EXPOSURE: B g COUNTY DEV OPMENT SERVICES BASIC WIND PRESSURE: 13PSF EVIE ED FOR D) GRAVITY LOADS: CO #1/IA� NCE SNOW LOADS: DATE Y---= ROOF..............................................13 PSF SEE COVER -ALL BUILDING SYSTEMS PLAN SHEET 3 OF 13 FOR DESIGN CRITERIA p'I DEFERRED SUBMITTAL ITEMS: EXISTING GRAVITY BLOCK RETAINING WALLS 1. TWO (2) COPIES OF EACH DEFERRED SUBMITTAL WILL FIRST BE SUBMITTED TOT HE ENGINEER OF RECORD, WHO WILL REVIEW THEM AND FORWARD TO THE BUILDING DEPARTMENT WITH NOTATIONS INDICATING THAT THE SUBMITTALS CONFORM TOT HE DESIGN OF THE BUILDING. 2. THE ENGINEER RESPONSIBLE FOR THE DESIGN OF THE DEFERRED SUBMITTAL ITEMS SHALL STAMP AND WET -SIGN THOSE DRAWINGS AND CALCULATIONS FOR WHICH HE/SHE IS RESPONSIBLE. r JUIN 0 3 2 9 If`d E-,;; Q OFESS/ON9 C. K 4 (j) Z � N 69 * E 6 30/1 J". CIVIL gTFOF CAU o�ozika THESE PLANS HAV BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com ■ ■ NORTH VALLEY BUILOIN7 SYSTEMS Q Z V)= O W Z Cr > LILi Q zou U <17CO L- U LU U Q � � Q ozo M CC U J > W � zpm U kD aI.-M Z (3) F 0 LO W x 0000 t� v W U Q J W REVISIONS: 01 RTPC #1 05/10/16 DATE: 01/22/16 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 16-101 SHEET: f Al L- pGZ EXISTING FERTILIZER \• APN: '•\ -190-011 I WAREHOUSE 23, EXISTINGjr sm \ \ 13.85 ;..I� WAREHOUSE END OF EXISTING PRIVATT RAIL ROAD SPUR LINE EXISTING WATER: (1) 12,000 GALLON AND (1) 9,000 GALLON TANK WITH PUMP— ARCHITECT UMP— ARCHITECT OF RECORD PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE (� %% DATE I r 9 l [ b BY EXISTING SHOP DOLL MUMU DENOTES VEHICLE ACCESS ROUTE ' ** NOTE ** TO PROPOSED BUILDING SITE EXISTING OFFICE BUILDING HAS EXISTING (1) ACCESSIBLE PARKING SPOT ITE PLAN... AND ACCESSIBLE PATH OF TRAVEL TO BOTH MEN'S AND WOMEN'S OVERALL ACCESSIBLE RESTROOMS. SEE PLAN SHEET C1 OF 12 FOR EXISTING GREGORY PEITZ, AIA 383 RIO UNDO AVE CHICO, CA 95926 (530) 894-5719 CODE ANALYSIS OFFICE ADDITION PROVIDED BY CRANDALL ENGINEERING DATED 4/4/14. ARyi oRy 4.rF DRAWING INDEX a Al...................SITE PLAN/CODE ANALYSIS * N& CUM GOVERNING CODES: 2013 CBC 2013 CEC 2013 CPC 2013 CMC 2013 CFC 2013 CALIF. HEALTH & SAFETY CODE AND AMENDMENTS 2013 CALIF. BUILDING ENERGY EFFICIENCY STANDARDS - 2013 CALIF. BUILDING CODE CHAPTER 11 2013 CAL GREEN BUILDING STANDARDS OCCUPANCY GROUP: S2 - LOW HAZARD STORAGE (SULFATE OF POTASH) OCCUPANCY SEPARATION: NONE ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503) ALLOWABLE AREA: 26,000 S.F. x (75% INCREASE FOR OPEN YARDS (OVER 30' ON (4) SIDES)) = 45,500 S.F. ACTUAL FLOOR AREA: 20,800 S.F. (EXISTING) + 12,800 S.F. (PROPOSED) = 33,600 S.F. ALLOWABLE STORY/HEIGHT: 4/55' ACTUAL STORY/HEIGHT: 1/16'-0" CONSTRUCTION TYPE: TYPE IIB FIRE -RESISTANCE RATINGS: NONE EXTERIOR WALL SEPARATION: NONE RATED CONSTRUCTION: CHAPTER 7 PROJECTIONS: NON -RATED (SECTION 704.2) OPENINGS: UNLIMITED UNPROTECTED (TABLE 704.8) AUTOMATIC SPRINKLER: NONE NUMBER OF EXIT REQ'D: 1 OCCUPANT LOAD: 33,600 S.F./500 S.F. PER OCCUPANT=68 OCCUPANTS A2E.................EXISTING COVER -ALL TENT FLOOR PLAN A3E.................EXISTING COVER -ALL TENT ROOF PLAN/SECTION STRUCTURAL DESIGN' ` DESIGN LOADS FOR EXISTING TENT BUILDING PER COVER -ALL BUILDING SYSTEMS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER 1996 UBC B) SEISMIC: SEISMIC ZONE 4 C) WIND: WIND SPEED: 85 MPH CLASS C PERM4 WIND EXPOSURE: B g COUNTY DEV OPMENT SERVICES BASIC WIND PRESSURE: 13PSF EVIE ED FOR D) GRAVITY LOADS: CO #1/IA� NCE SNOW LOADS: DATE Y---= ROOF..............................................13 PSF SEE COVER -ALL BUILDING SYSTEMS PLAN SHEET 3 OF 13 FOR DESIGN CRITERIA p'I DEFERRED SUBMITTAL ITEMS: EXISTING GRAVITY BLOCK RETAINING WALLS 1. TWO (2) COPIES OF EACH DEFERRED SUBMITTAL WILL FIRST BE SUBMITTED TOT HE ENGINEER OF RECORD, WHO WILL REVIEW THEM AND FORWARD TO THE BUILDING DEPARTMENT WITH NOTATIONS INDICATING THAT THE SUBMITTALS CONFORM TOT HE DESIGN OF THE BUILDING. 2. THE ENGINEER RESPONSIBLE FOR THE DESIGN OF THE DEFERRED SUBMITTAL ITEMS SHALL STAMP AND WET -SIGN THOSE DRAWINGS AND CALCULATIONS FOR WHICH HE/SHE IS RESPONSIBLE. r JUIN 0 3 2 9 If`d E-,;; Q OFESS/ON9 C. K 4 (j) Z � N 69 * E 6 30/1 J". CIVIL gTFOF CAU o�ozika THESE PLANS HAV BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com ■ ■ NORTH VALLEY BUILOIN7 SYSTEMS Q Z V)= O W Z Cr > LILi Q zou U <17CO L- U LU U Q � � Q ozo M CC U J > W � zpm U kD aI.-M Z (3) F 0 LO W x 0000 t� v W U Q J W REVISIONS: 01 RTPC #1 05/10/16 DATE: 01/22/16 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 16-101 SHEET: f Al L- pGZ 100'-0" EXISTING PERMITTED COVER -ALL 80x100 STRUCTURE: BUTTE COUNTY BUILDING DEPARTMENT PERMIT 06-1927 5 201-0lp 201-01) 20'- 2 �O' 0. 60'-0" EXISTING UN -PERMITTED COVER -ALL 80x60 STRUCTURE: 20P-011 201-0ff 20p-09' 20P-011 SCALE: 3/32" = V-0" T :A O.H. A3E) j (E) 14'-0" ROLL DOOR TYPICAL FABRIC PANEL ATTACHMENT NO SCALE .. .................. . . ... ........ 100'-0" 01 EXISTING PERMITTED COVER -ALL 80x100 STRUCTURE: BUTTE COUNTY BUILDING DEPARTMENT PERMIT 06-2150 10 11 12 13 14 '-0" 20f—Off 20,-0"20'-0" 20'-0"($ -Z 7777/ 1. , I I I !! I Ll -- --------- LL_ 0 LLJ Z 0 Lj .-J a- 0 LLI 0 00 i�l ....... .......... T) x AJ LLj Ld I - Z < L ZZZ- 41 _771771= /Z z (EXISTING) FLOOR PLAN SCALE: 3/32" = V-0" T :A O.H. A3E) j (E) 14'-0" ROLL DOOR TYPICAL FABRIC PANEL ATTACHMENT NO SCALE .. .................. . . ... ........ 100'-0" 01 EXISTING PERMITTED COVER -ALL 80x100 STRUCTURE: BUTTE COUNTY BUILDING DEPARTMENT PERMIT 06-2150 10 11 12 13 14 '-0" 20f—Off 20,-0"20'-0" 20'-0"($ EXISTING CONVEYOR —EXISTING CONCRETE GRAVITY RETAINING WALL BLOCKS, TYP. —As Siva �z 30NVI-lanoo 3000 80=1 C13M3IA3lJ MIAHEIS 1N3vjjojqA3q xmOO 3109 C. co 0 LA_j 0 69 8 M 0/ 8 J> cw gTFOF CA THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 01 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com NORTH VALLEY BUILDING SYSTEMS < zw j < r < = U Ire0 0 - Z U 0 11-- = U O0^ .J z Q LL 0 co(D __j _j LU z< or- m >Uj (/) 0 U x (D z W X LU REVISIONS: & RTPC#2 06/14/16 DATE: 01/08/16_ SCALE: 3/32" = 1'-0" DRAWN BY: ACJ JOB NUMBER: 16-101 SHEET: A2E 7777/ LLJ o a- Ld I - Z < _j < M Ljj U) LiJ Lit n 0 LL iJ 0 F- L L. 0 C:) 0 _j < m Lj LL_ o ...... . ...... U Li 0 _j _j ('d < 0 CONSULTING GROUP o a - ::E 0 Ld ft� I/ of a- EXISTING CONVEYOR —EXISTING CONCRETE GRAVITY RETAINING WALL BLOCKS, TYP. —As Siva �z 30NVI-lanoo 3000 80=1 C13M3IA3lJ MIAHEIS 1N3vjjojqA3q xmOO 3109 C. co 0 LA_j 0 69 8 M 0/ 8 J> cw gTFOF CA THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 01 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com NORTH VALLEY BUILDING SYSTEMS < zw j < r < = U Ire0 0 - Z U 0 11-- = U O0^ .J z Q LL 0 co(D __j _j LU z< or- m >Uj (/) 0 U x (D z W X LU REVISIONS: & RTPC#2 06/14/16 DATE: 01/08/16_ SCALE: 3/32" = 1'-0" DRAWN BY: ACJ JOB NUMBER: 16-101 SHEET: A2E 0 I O 00 100'-0" 60'-0" 100'-0" EXISTING PERMITTED COVER -ALL 80x100 STRUCTURE: EXISTING UN -PERMITTED COVER -ALL 80x60 STRUCTURE: EXISTING PERMITTED COVER -ALL 80x100 STRUCTURE: BUTTE COUNTY BUILDING DEPARTMENT PERMIT 06-1927 BUTTE COUNTY BUILDING DEPARTMENT PERMIT 06-2150 1 2 3 4 5 6 7 8 9 10 11 12 13 14 20'-0" 20'-0"20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0"20'-0" 20'-0" 20'-0" 20'-0" 20'-0" ENTIRE EXISTING COVER -ALL TENT STRUCTURE TO BE RECOVERED WITH DURAWEAVE FR (FIRE RATED FABRIC) 'SCOPE OF WORK: REPLACE EXISTING DURAWEAVE FABRIC WITH DURAWEAVE FR (FIRE -RATED) FABRIC (EXISTING) ROOF PLAN SCALE: 3/32" = 1'-0" EXISTING COVER -ALL TENT STRUCTURE PER BUTTE COUNTY BUILDING DEPARTMENT PERMIT: 06-1927 & 06-2150 CENTER 80x60 TENT PORTION UN -PERMITTED TO BE BROUGHT CURRENT WITH SEPARATE PERMIT. EXISTING PRECAST GRAVITY RETAINING WALL BLOCKS BY OTHERS (EXISTING) SECTION SCALE: 1/8" = 1'-0" EXISTING CONVEYOR EQUIPMENT BY OTHERS 60'-0" EXISTING PRE-ENGINEERED METAL BUILDING STRUCTURE WITH OPEN ENDS FOR UNLOADING RAILCARS EXISTING POTASH SULFATE FERTILIZER WAREHOUSE EXISTING PRIVATE DOUBLE RAILCAR SPUR IS VI k&l E D FOR CODE COMPLIANCE JUL 0 5 Nib INTERWEST CONSULTING GROUP PERMIT # v t � O BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR 9Tq� COMF�LIANCE DATE �I Q�OVESS/ONv C. �N 691 8z rn J� CIVIL gTFOF CAL THESE PLANS adREVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com ■ NORTH VALLEY BUILDING SYSTEMS Q LLJ zJ Qa � U O U zU U_ O d' O U CD W z i - N X LU REVISIONS: DATE: 01/08/16 SCALE: VARIES DRAWN BY: ACJ JOB NUMBER: 16-101 SHEET: A3E 1 X O o_ 4 N Q N 60'-0" EXISTING PRE-ENGINEERED METAL BUILDING STRUCTURE WITH OPEN ENDS FOR UNLOADING RAILCARS EXISTING POTASH SULFATE FERTILIZER WAREHOUSE EXISTING PRIVATE DOUBLE RAILCAR SPUR IS VI k&l E D FOR CODE COMPLIANCE JUL 0 5 Nib INTERWEST CONSULTING GROUP PERMIT # v t � O BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR 9Tq� COMF�LIANCE DATE �I Q�OVESS/ONv C. �N 691 8z rn J� CIVIL gTFOF CAL THESE PLANS adREVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com ■ NORTH VALLEY BUILDING SYSTEMS Q LLJ zJ Qa � U O U zU U_ O d' O U CD W z i - N X LU REVISIONS: DATE: 01/08/16 SCALE: VARIES DRAWN BY: ACJ JOB NUMBER: 16-101 SHEET: A3E c in E DRAWING INDEX DRAWING RELEASE HISTORY DRAWING TITLE PAGES TYPE DATE DESCRIPTION COVER SHEET 1 PERMIT DRAWINGS 12/21/2015 Permit Set- For Building Dept. Approval NOTES 23 �� ANCHOR ROD PLAN 4 PRIMARY STRUCTURAL 5-16 ,, SECONDARY STRUCTURAL 17-24 Butler Manufacturing COVERING N/A a division of BlueScope Buildings North America Inc. SPECIAL DRAWINGS NIA STANDARD ERECTION DETAILS NIA PLANOGRAPH DETAILS N/A APR � 8 2016 DE SERV C SNT 1316-o76A VPC FILENAME: 15-022565-01 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. GENERAL NOTES MATERIALS ASTM DESIGNATION 3 PLATE WELDED SECTIONS A529, A572, Al 011, Al 018 GRADE 55 COLD FORMED LIGHT GAGE SHAPES A653, A1011 GRADE 60 BRACE RODS A572, A510 GRADE 50 HOT ROLLED MILL SHAPES A36, A529, A572, A588, A992 GRADE 36 OR 50 HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50 HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE B CLADDING A653, A792 GRADE 50 OR GRADE 80 HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH 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 A32"C. 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. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS. PERMIT# R) q C Z BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE E I nj (2 BY 7= C'J APR 2 ?61F INTER,VVE_ST 'I's -1 -IG qF-( -UP BUTLER MANUFACTURING COVER SHEET 1540 GENESSEE ST. KANSAS CITY, MO 64102 FOR CODE COMPLIANCE JUL 0 5 2016 INTERWEST CONSULTING GROUP BUILDER: North Valley Building Systems, Inc. CUSTOMER: LOCATION: Chico, Califomia PROJECT: North Valley Ag BUILDER'SPOfF. RFQ �OFESSI ON44 e �Q'_\ D AGvco il��2 � 1213112p1 '' EXP• 0:F c `� -��zjZJJV I s' XBR 1502256501 DATE: BUTLER 12/21/2015 T DFAWN/CHECK: g Butler Manufacturin SCN PAGE: / H.A 1 VPC VERSION: 2015.2a a dlvlslon of BlueScope Buildings North Amwlw, I. - VPC FILENAME: 15-022565 U1 L. BUILDER/CONTRACTOR RESPONSIBILITIES DELIVERIES PANELS Butler Mfg. follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. Butler Mfg. standard product specifications, design, fabrication, quality criteria shall govern all work unless stipulated otherwise in the contract documents. In case of discrepancies between Butler Mfg. structural plans and plans for other trades, Butler Mfg. 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 Butler Mfg drawings constitutes the builders acceptance of Butler interpretation of the contract purchase order. Unless specific design criteria concerning interface design and details are furnished as part of the contract, Butler Mfg. design assumptions shall govern. Butler engineers are not Project Engineers or Engineer of Record for the overall project. Butler engineering supply sealed engineering design data and drawings for Butler 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 interfoce and/or compatibility of any materials not furnished by Butler 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 Butler Mfg. "FOR CONSTRUCTION" drawings and all applicable product installation guides. Butler is not responsible for work done from any other Butler drawings that are not marked "FOR CONSTRUCTION", nor any drawings prepared by others. As erected field assemblies of members shall be as specified in MBMA Code of Standard Practice (in Canada — CSA S16), which require L/500 tolerance of installed members. Occasional field work including shimming, cutting, coping, and drilling for final fit—up are considered part of erection. Specified field work and field welding conditions indicated on these drawings shall also be included in the erectors scope of work. See Erection Guide for shimming procedure. For building 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. Butler bracing is designed for code required loads after building completion and shall not be considered as adequate erection bracing. See Erection Guide. EXISTING STRUCTURES Butler must be advised of any existing structure that is within 20 ft. of Butler's building. Loadings of both buildings may be affected when adjacent buildings are within this distance. Butler 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 rods at mid—bay by suspending them from secondary members. 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 Butlers Terms of Soles (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 Butler details or weather tightness will be compromised. Sealant must be applied in temperatures and weather conditions consistent with labeling. INDEPENDENT MEZZANINES Independent mezzanines must be designed by a professional engineer. The engineer must ensure that proper isolation from the Butler building has been provided to avoid structural damage due to differential movements, or inadvertently apply loads to the Butler structure. Butler 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 Butler of any special requirements to be furnished by Butler, FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by Butler Mfg. 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. Butler Mfg. accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure. If the builder intends to invoice Butler Mfg. for modifications in excess of $1000, The builder must notify Butler Mfg. immediately, and obtain a Work Authorization from Butler Mfg prior to proceeding. All final claims must be submitted to Butler Mfg 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 Bracing for seismic or wind loading of objects or equipment that are not a port of the Butler structure must be designed by a qualified professional to deliver lateral loads to primary frames The engineer responsible for the design of the wall system is responsible for coordinating with, or and rod bracing struts. Equipment bracing and suspension connections must not impose torsion specifying to Butler Mfg, any wall to steel compatibility issues such as drift and deflection or minor axis loads, or cause local distortion in any Butler components. Butler accepts no compatibility, special base details, and wall to Butler steel connections. All fasteners, sealant and responsibility for design or installation of bracing systems not furnished by Butler, counter flashing of wall systems are to be provided by contractor. The engineer responsible for the wall shall design the anchorage to Butler supporting elements consistent with Code FIELD WELDING required forces. 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. The contractor is responsible for any special welding inspection as required by local jurisdiction. Filler metal shall be 70 ksi (480 MPa) tensile strength. For welds in high seismic force resisting system �Seismic Cat D, E or F), minimum Charpy V—Notch toughness shall meet AISC-341 criteria 20 ft—lbs min @ ODeg F). Interpass temperatures shall not exceed 550Deg F (300Deg C). ADDITIONAL DRAWING NOTES: THIS BUILDING HAS NOT BEEN DESIGNED TO RESIST ANY EXTERNALLY APPLIED LOADS FROM OTHER ADJACENT MATERIAL NOT PROVIDED BY BUTLER MANUFACTURING. THEREFORE, ALL FLASHING OR OTHER ATTACHMENTS MUST BE DESIGNED TO TOLERATE THE APPLICABLE DIFFERENTIAL MOVEMENTS IN ORDER TO AVOID ACCIDENTAL LOAD TRANSFERS. PLEASE REFER TO THE CALCULATIONS FOR LATERAL FRAME DRIFTS. BUILDING SEPARATION: THE NEW BUTLER BUILDING WILL IMPOSE EFFECTS TO FUTURE/EXISTING STRUCTURE(S). BUTLER MANUFACTURING IS NOT RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THE EXISTING/FUTURE STRUCTURE SPECIFIED IN THE ORDER CLARIFICATION. FUTURE/EXISTING STRUCTURE(S) SHOULD BE REVIEWED BY A QUALIFIED PROFESSIONAL ENGINEER FOR ADEQUACY AND CODE COMPLIANCE. THE CALCULATED LONGITUDINGAL (PARALLELTO RIDGE DIRECTION) DRIFT (OM1)DUE TO SEISMIC LOADING IS THE ELASTIC DISPLACEMENT 1.34") X DEFLECTION AMPLIFICATION FACTOR 3.25)=4_4 INCHES. BASED ON THIS CALCULATED DEFLECTION, 2012 IBC REQUIRES A MINIMUM SEPARATION BETWEEN THIS BUILDING AND THE ADJACENT BUILDING. THE REQUIRED SEPARATION MAYBE LARGER DEPENDING UPON THE CALCULATED DRIFT FOR THE EXISTING/FUTURE BUILDING. BUTLER MANUFACURING HAS NO RESPOSIBILITY FOR THE BEHAVIOR OF THE EXISTING/FUTURE BUILDING. 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 Butler, fabrication m0hods, installation procedures, and post installation thermal forces. Thru fastened panels will exh;!)it 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 conning, 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 Standing Seam panels be secured to the secondary structural members and properly seamed prior to departure from the job site each day. SKYLIGHTS 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. Butler 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 dev ces 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 Butler'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 Euilder's responsibility to ensure that if a finish coat is being applied over Butler shop coat that the painting contractor verifies compatibility between his finish coat and Butler's shop coat. BUTLER MFG. ACCREDITATIONS AND APPROVALS Fabricator Approvals IAS AC472 Approvals: (www.iosonline.org/Metal—Building—Systems/MB.html) Listed under BlueScope Buildings North America, Inc. City of Los Angeles, CA #FB00031; City of Houston, TX 767; City of Phoenix, AZ C19-02008; Clark County 43 & 833 Design Approvals IAS AC472 Approvals: (www.iosonline.org/Metal—Building—Systems/MB.html) Listed under Butler Manufacturing, a Division of BlueScope Buildings North America, Inc. Canadian CSA A660 Certifications (http:/eng.cwbgroup.org/Certification/Pages/CertifiedCompanySearch.aspx) Listed under BlueScope Buildings North America, Inc. Engineering Certifications of Authorization USA--AR#576; FL#30427; ID#C-2470; IL#184-002649; KS#E-29; MS#E-0592; MO#E-2010007736; NC#F-0998; OK#CA4170PE; SD#C-1787; TX#F4828; WV#C03059-00; CAN--AB#P08900; NS#30123; ON#100148796; and YT#PP134 PERMIT # V \,A0 I C) ` 6 BUTTE COUNTYsERvlcEs REVIEWED FOR CODE COMPLIANCE DATE__9 M ` rL BY REVIEWED FOR CODE COMiPLIANCE JUL 0 5 2016 INTERWEST CONSULTING GROUP p�pF ESS/pZ\•. s C 75014 � c! EXP.12/31/201;2 4c4'�. C T F VPC FILENAME: 15-02256541 12121/2015 17:50:00 s _.— . --pe ..—Pe norm nmanw, ,nc. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 ERECTION NOTES Rev DAT, BY: DESCRIPTION BUILDER North Valley Building Systems, Inc. CUSTOMER: JCB. 1502256501 REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DAT, LOCATION Chico, Califomia BUTLER ® Butler Manufacturin 9 VPCVERSION: 2015.2a 12/21/2015 DkAwwcFlECIc / H.A PROJECT: North Valley Ag DRAW NG SCALE NTS BUILDER'SPO. RFQ GE: PAGE: 3 VPC FILENAME: 15-02256541 12121/2015 17:50:00 s _.— . --pe ..—Pe norm nmanw, ,nc. J 00 Dim. A HARDENED Q Q s QE WASHER E Lr E 4" (102mm) a E o = N e = N PROJECTION + A-� W1:2 E W� ww BOTTOM OF COLUMN � � N+ � � c7 � BASE PLATE ELEV. _ it E Z J 4„ 5., e W m _ SIDER WIDTH WIDTH N } ANY SPACTOP OF OE BETWEEN THE UNDATION NFOUNDATION 102mm 127mm WIDTH 21/2" 2 1/2" 2112" I 2 112" 21/2" I [2112" mmm AND COLUMN BASE IN ANCHOR ROD 64mm C 64mm 64mm �— 64mm 64mmC - 64mm LENGTH REQUIREMENT L CL 1 THE 4" PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD D1 (4) 3/4" Dia. GR36 Anchor Rods D2 (4) 3/4" Dia. GR36 Anchor Rods D3 (4) 3/4" Dia. GR36 Anchor Rods D4 (4) 3/4" Dia. GR36 Anchor Rods LENGTH. A DIFFERENT PROJECTION MAY BE REQUIRED BY THE FOUNDATION DESIGNER. Plate W=8" L=1'-4" Thk.=3/8" Plate W=8" L=1'-2" Thk.=3/8" Plate W=8" L=1'-1" Thk.=3/8" Plate W=8" L=2'-1" Thk.=3/8" THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF Dim: A=5 1/8" Dim: A=5 1/8" Dims A=5 1/8" Dim: A=5 1/8" THERE IS INTERFERENCE WITH OTHER PARTS. Elev.-1001-0" Elev. =100' -0" Elev.-1001-0" Elev.-1001-0" SUGGESTED ANCHOR ROD PROJECTION �a_ m 0 I 0 N 2 6" 1 2'-0" ❑ Dimension Key <•> THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER. FILENAME: 1S-022565-01 VARIES BOTTOM OF COLUMN BASE PLATE F I - - 7 L = 1/2" (13mm) FLUSH = 0" (Omm) TYPICAL COLUMN BASE PLATE DETAIL 1 2 3 4 5 6 7 8 BL 1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTR. CTOR. 2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KSI). (ASTM F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD OF TRANSFERRING FORCES FROM ANCHOR RODS TC FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNED AND DETAILED AS "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. THE BUILDER IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS PER AISC CODE OF STANDARD PRACTICE, SEC 7.5 VARIATIONS ARE SUMMARIZED BELOW; a. CENTERS OF ANY TWO AR'S WITHIN A COLUMN BASE GROUP; +4/6" b. CENTERS OF ADJACENT AR GROUPS; +-1/4" c. TOPS OF AR'S; +-1/2" d. ACCUMULATED DIM BETWEEN CENTERS OF AR GFOUPS ALONG COLUMN LINE; +-1/4" PER 100FT., NOT TO EXCEED 1" TOTAL. a. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN LINE; +4/4" 5. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT. TP BL D2 I I D4 I I D4 I I LZI I I ID4 I I D9 I I ID4 I I D4 I I D4 I i I D3 I I I I I I I I I �D 3 I I I I I I I I I I I i I I I I I I I I I I I I I I r 3 I I FOR I }� I I I I I D4 I D4 I D4 I D4 I D4 D4 D4 D4 D1 19'-6" 20'-0" 20'-0" 20'-0" 160'-0" ANCHOR ROD PLAN 20'-0" 20'-0" G'1 20'-0" PERMIT# qlb U q 64-L 18'-0" BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE (COMPLIANCE DATE 0 t 1 y BY q�w1 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV DATE: BY: DESCRIPTION THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL - TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAW NO SCALE NTS »ro,rma 13:50:02 ANCHOR ROD PLAN BUILDER: North Valley Building Systems, Inc. CUSTOMER: LOCATION: Chico, California PROJECT: North Valley Ag BUILDER'SPO* RFQ REVIEWED CODE COMIPLIANCE JUL 0 5 2016 INTERV4EST NSULTING GROUP 0 gGGI�L ; = C 75014 EXP.12/31/201? ? \S C L / �F,CA JCB K 1502256501 D<TF_ BUTLER 12/21/2015 ® DRANMICHECK: Butler Manufacturing SCN / H.A VPC VERSION: PF GE: 4 2015.2a a division of BlueSoope 801dingB North America, Inc. VPC FILENAME: 1"2256541 Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth CX001 1 5.0000 .1875 .1345 1'-3" 1'-3" 15'-7 1/16" RBX001 2 5.0000 .1875 .1345 1'-3" 9" 40'-10 1/8" members l(CX001) and 10(CX002): 77'-4 1/4" 3 5.0000 .1875 .1345 9" 911 Thick. Out In 4 5.0000 .1875 .1345 9" 9" A RBX002 5 5.0000 .1875 .1345 9" 2'-1 13/16" 7'-6" Vert. Clearance 6 5.0000 .1875 .1345 2'-1 13/16" 9" A325 3/4" RBX003 7 5.0000 .1875 .1345 9" 9" 40'-11 5/16" ll(EPX001): 25'-2 1/8" 8 5.0000 .1875 .1345 9" 919 3/8" 1 1 9 5.0000 .1875 .1345 9" 1'-1" CX002 10 5.0000 .1875 .1345 1'-1" 1'-1" 15'-6 1/2" EPX001 11 5.0000 .1875 .1644 1'-0" 1'-0" 25'-3 7/16" EPX002 12 5.0000 .2500 .1875 1'-0" 1'-0" 34'-5" EPX003 13 5.0000 .1345 .1875 1'-0" 1'-0" 25'-3 7/16" 8 37'-8" Ridge Ht. 7 3 1/2" 6 2 @ l'-0 3/8" 5 l'-1 5/8" 4 2'-0" 3 4'-0" 2 4'-6" 1 1 5/8" DDimension Key 1. USE 1/2 X 11/2 A325-1 BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. VPC FILENAME: 15-02255"1 Approx.Wt. Detail Bolt Connection & Plate Schedule Frame Clearances 238# Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Hcriz. Clearance between members l(CX001) and 10(CX002): 77'-4 1/4" 465# Dia. Length Thick. Out In Vert. Clearance at member l(CX001): 14'-5 13/16" A 8 A325 3/4" 2 1/2" 5/8" 2 2 0097284 Vert. Clearance at member 10(CX002): 14'-7" B 4 A325 3/4" 2 1/2" 3/8" 1 1 0097284 Vert. Clearance at member ll(EPX001): 25'-2 1/8" 121# C 4 A325 1/2" 1 1/2" 3/8" 1 1 49080 Vert. Clearance at member 12(EPX002): 34'-5" (See Also Sheet -16 MRD50 For Guide To Connection Details) Vert. Clearance at member 13(EPX003): 25'-2 1/8" 959# Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 220# 180# BR25A3 312# 135# BR25A3 o Y _1\ T k T T M M / O N / lYl /44 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. CL 80'-0" FRAME CROSS SECTION AT FRAME LINES) 1 Shape Name = Bulk Storage Wall 4, Frame 1 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 9S. �S 500. '0•, '12 BL PERMIT# C� `- C) BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE 1�1 C� By Z� _ BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I BY: I DESCRIPTION: DRAUANG SCALE: NTS 12/2112015 13:50:05 El 0 4 � ir-WED FOR CODE COMIPLIANCE JUL 0 5 2016 INTERWEST CONSULTING GROUP i 0 q CGl F �1 75014 A EXP. 12/31/201 x FRAME CROSS SECTION AT FRAME LINE(S) 1 BUILDER: North Valley Building Systems, Inc. JCB* 1502256501 CUSTOMER: D' TE BUTLER ® LOCATION: Chico, Califomia 12/21/2015 OF:AWWCHECK: PROJECT: North Valley Ag Butler Manufacturing SCN / H.A BUILDER'SPO* RFQ PAGE: VPC VERSION: Z01S.Za 6 e dvieion of BlueScope Buildinm North Amerlce, Ino. N A OO ^� ` J c o (A 'A C 14N a El N W It, Cn m J O momnOm o 0 A 0 O DN d 1 I m -nMo m F' a a N F+ N W W mmZ CO p m xzowm mOM <m- N C(ED I I I I -1 yN ::5\ UI m o O Fl \ ao = = - N N I CO mmp00 ca 00 yDP. w co \ \ cn Z_ \ (n c M� m O 1 rt y m m O M m v -Izzz x lD w O m.DNm00 a CC) m N 4 3 D Cl) 'U 1" --4 m — W z ym zz� pN c -r NW CO z C x m z 0 D rt CL Ti ND D0 D O 0 (A Z F._ rt Cl) N � m o A Co Z D C \\\ y O � Z :�$ N a a a a mm n co r-- -4 3 0 O ANN � 0 os ->D-I 00 En N F_ � V Oo a (D n ( z z Z N N N N 0 m TI 00 F-� F-• F'' CA ` W � 3 to m � m n M o g� r z P,3 O z In d 0 -i O = Om � KvZMMKZ 000m�moo-<C C Z -DCC • -i--i 55>MOM-ice ZOm <� rm ;DKp m m Z� m -1 v -n m zmCO-+3zmmT 00z <__4- QOm (A z CA 2 m (A Z A z Dom:=vGzi�D-O mm mzv- mmoco�TmM-0om 0;0 me co0Cp�zaim-0Cn i(p m§ m C Z y�1 w x m D mC -) o x O 0 m m m �mmmr XCl) D C z -I�D 0m -n 0C:n -� Tmoo= roDOD(m 0'U 0 OoroC,0G� T-0 X vmDcm Dr MD �CnDm -< m-Immy 0__j W G)0 m m::E 0 r = m o x g o o m v g z -1K=00 MC -0 z C)= 0-4 C n C c� v mNOc� vD0z co�-r10 (N(100= CO �p�{D �p0m � 0 zzooz -Amoz co 000 x;aOm Z Fn O m D m O v r 3 m CD ocn D Z� m N -n- u r(Am SO ao xzx--5 ��AZ x vv�z�zwm CzvMmin -i-IM o m(Ci>znp mmZZ N m mrA - O-< mpm� a m1Z-im m-lCo> �mz==mc•r1 Oz N < (n D N Co O�== m w o C Z Z �m +nm N WD Z W x 0 M �mz0m--jowi�o 0mo m r -c ZDDZ� MmW� G�Zr- Kvm G) G c O A D T D 4 G) in g C A OO ^� ` J c o m cm m m m 1� o 0 A 0 6 ~ 1 I m J m lD J O 4 p m w Cn s . \ mW \ \ o a 0 co \ \ T (n c M� p =r O rt :7m M m v c7 m w w v n z a a CO 10 N 4 3 D Cl) 'U Cn cn Un W z O z C x rt CL Ti ND D0 F._ rt Cl) N � m o > \\\ y O � Z :�$ N a a a a fD n co 3 0 os ro En N C A OO ^� ` J c o m cm m m m 1� o 0 A 6 ~ 1 I m J l0 OD CO lD J O 4 p x w Cn s . \ \ w w \ \ o a 0 co \ \ T LQ p =r O rt :7m v c7 m w w v n co a a CO 10 N co J J J N 'U Cn cn Un W (D O cn x rt CL N F._ rt Cl) cn m o > \\\ N m :�$ N a a a a fD n co 3 0 O ro En Z F_ � a (D ( (D N N N N (D TI O F-� F-• F'' p ` W � \\\� m � m n g� r z P,3 m N d M W. (-) G No F' w Cn H Z = ~ N N V fTi z N O U 0) N ao m N- a (n O = = = n S h x D G) 7 -0 m n --I m 'x -� n -� O:ju 0 -� mQ z ^� C) -J, oa - omm 0 r -o O zoZ � z til m \ Rr_Gl,,, m ��1�o �o x r� y W Q C/) t G k co cD .P:. G) O m r ry 3 CrJ n xu O n y H O co Z o 'fj o H Vi 3 L1i r H z C� Ib r 16'-0" �g}� 5'-6" Q2 5#-6" ❑ ❑3 —� M I O O z ^� ` J c o i� cm m Z c" n M G) O O3 A �C V Z C) 1 I m Kol o x x x x o w w O 0 0 0 0 0 rt E3 l0 O O O O l0 (D J m Cn a 3 (D O J m Cn a W (D m n M Cn cn cn (n cn cn m n 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 t R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m Cn W W N N W W Cn H O -i Cn Cn N J O F... O Cn N O O N Cn O n O CO Cn O O Cn O O X F• F I F� F' F+ N N N a a ui Cn Cn cn a a O x N p (D o m ni m m o rt N - - F - - - (D I I I I I I I 'L7 O l0 m m m m O rt N < < x -j F (D (D o �-i U) N (D a n (D (D H (D owwnw o a (D (D n t� (~D ct rat 7 �37J C N rat ((D (D E H- g �l (D O (r (D tJ (D (D �:5 n n II � m N (D C) c (-) 7 o x x (D 0 o Ft I O O co C) co co C) p w w o N I 1 - 0 O � co N N co W w p, z\\� Q a rt m m (D = - _OD o n CC) (n J Ln I OQ . a .1 1 n w > H Ln a co co a Cn 10 R. O I 1 1 I 1 I ri J l0 OD CO lD J O X, I-- co x w Cn cn w . \ \ w w \ \ t-+ F✓ co \ \ m r LQ m F F+ m rt Cn m w w m Cn y co a a CO 10 N co J J J N 'U Cn cn Un ¢ (D O m x rt (D F._ rt < < x -j F (D (D o �-i U) N (D a n (D (D H (D owwnw o a (D (D n t� (~D ct rat 7 �37J C N rat ((D (D E H- g �l (D O (r (D tJ (D (D �:5 n n II � m N (D C) c (-) 7 o x x (D 0 o Ft I O O co C) co co C) p w w o N I 1 - 0 O � co N N co W w p, z\\� Q a rt m m (D = - _OD o n CC) (n J Ln I OQ . a .1 1 n w > H R. O X, I-- co 0 o r't rt l< n O w w w n G N N N a Cn cn Un ¢ (D (D m rt (D F._ fD w w w p m o > \\\ N- o :�$ N a a a a ,--1 co 0 ro En F_ � a (D ( (D N N N N (D rt O F-� F-• F'' p F✓ � \\\� rt n N N N rT d G No F' w Cn H ro ~ N ao m N- a o = = = n rt h x (D G) C F� W N 0 ;O rt E H Cl) O CI F- N N H 7p � � Q (D £ O Q rt o K C < :3 (D (D (D a W U, U (D rt (D a n r 000 ro 0 0 o a J J J rt N N N z co co co O X, a a < < x -j F (D (D o �-i U) N (D a n (D (D H (D owwnw o a (D (D n t� (~D ct rat 7 �37J C N rat ((D (D E H- g �l (D O (r (D tJ (D (D �:5 n n II � m N (D C) c (-) 7 o x x (D 0 o Ft I O O co C) co co C) p w w o N I 1 - 0 O � co N N co W w p, z\\� Q a rt m m (D = - _OD o n CC) (n J Ln I OQ . a .1 1 VPC FILENAME' 15-02296541 Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Wt. CX010 1 6.0000 .5000 .1644 2'-0" 2'-0" 15'-7 3/16" 582# RBX028 2 5.0000 .3750 .1644 2'-9" 1'-6" 24'-9 8 5/8" 642# 2 1/2" 3 5.0000 .3125 .1345 1'-6" 1'-6" 8 A325 3/4" 2 1/2" RBX029 4 5.0000 .2500 .1345 1'-6" 11" 19'-8 3/4" 13/16" 317# RBX030 5 5.0000 .2500 .1345 11" 1'-6" 19'-8 Guide To 13/16" 317# RBX031 6 5.0000 .3125 .1345 1'-6" 1'-6" 24'-9 5/8" 643# 7 5.0000 .3750 .1644 1'-6" 2'-9" CX010 8 6.0000 .5000 .1644 2'-0" 2'-0" 15'-7 3/16" 582# 07 8 37'-8" Ridge Ht. 7 3 1/2" 6 2 @ 1'-0 3/8" 5 1'-1 5/8" 4 2'-0'1 3 4'-0" 2 4'-6" 1 1 5/8" 0 Dimension Key 1. USE 112 X 11/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. VPC FILENAME: 15-02256501 2 qoI) ;1 6• 2 O Bolt Connection & Plate Schedule JCB # 1502256501 CUSTOMER: Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Dia. Length Thick. Out In PROJECT: North Valley A 9 A 8 A325 3/4" 2 1/2" 5/8" 2 2 Yes 0097284 B 8 A325 3/4" 2 1/2" 1/2" 1 3 Yes 0097284 C 4 A325 3/4" 2 1/2" 1/2" 1 1 Yes 0097284 (See Also Sheet -16 MRD50 For Guide To Connection Details) 80'-0" 9S. �S ��8 •, 6 500. '0„ I2 Frame Clearances Horiz. Clearance between members 1=010) and 8=010): 75'-8 1/4" Vert. Clearance at member 1=010): 13'-2 3/16" Vert. Clearance at member 8=010): 13'-2 3/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise; BL BL THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. FRAME CROSS SECTION AT FRAME LINES) 4 Shape Name = Bulk Storage Wall 4, Frame 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PERMIT # &1V 1V p 6 BUTTE COUNTY DEVELOPMENT SERVICES 'COREVIEWED E COMPLI FOR DATE_ _ 1 BY Z BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MID 64102 DATE: I BY: I DESCRIPTION: DRAMA NG SCALE: NTS El El REVIBMED FOR CODE COMIPLIANCE F JUL 0 5 2016 INTERWEST CONSULTING GROUP eo - ()FESS/0 � 0 4 G C 75014 I EXP. 12/31/20T? C FRAME CROSS SECTION AT FRAME LINE(S) 4 BUILDER North Valley Building Systems, Inc. JCB # 1502256501 CUSTOMER: 11T1BUTLER19 12/21 /2015 LOCATION: Chico, California DF�. AM/CHECK: PROJECT: North Valley A 9 Butler Manufacturing SCN / H.A PAGE:SION: 9 BUILDER'SPO# RFQ .Ai.,u,..n.A VPCVER2015.2a OIn.C.v.,u Rnileiines Nnrth Amwnna Inn Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Wt. CX011 1 6.0000 .5000 .1644 2'-0" 2'-0" 15'-7 In 3/16" 582# RBX028 2 5.0000 .3750 .1644 2'-9" 1'-6" 24'-9 Yes 5/8" 6424 8 3 5.0000 .3125 .1345 1'-6" 1'-6" Yes 0097284 C 4 RBX029 4 5.0000 .2500 .1345 1'-6" 11" 19'-8 13/16" 317# RBX030 5 5.0000 .2500 .1345 11" 1'-6" 19'-8 13/16" 317# RBX031 6 5.0000 .3125 .1345 1'-6" 1'-6" 24'-9 5/8" 643# 7 5.0000 .3750 .1644 1'-6" 2'-9" CX011 8 6.0000 .5000 .1644 2'-0" 2'-0" 15'-7 3/16" 582# 8 37'-8" Ridge Ht. 7 3 1/2" 6 2 @ 1'-0 3/8" 5 1'-1 5/8" 4 2'-0" 3 4'-0" 2 4'-6" 1 1 5/8" FDimension Key 2 6• lie Qg til � O Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo :13:5TLER ® Manufacturing Butler Ma: 201 .2a VPC VERSION: 2015.2a 12/21/2015 DFAv�icNECK: I H.A PROJECT: North Valley Ag Dia. Length Thick. Out In A 8 A325 3/4" 2 1/2" 5/8" 2 2 Yes 0097284 B 8 A325 3/4" 2 1/2" 1/2" 1 3 Yes 0097284 C 4 A325 3/4" 2 1/2" 1/2" 1 1 Yes 0097284 (See Also Sheet -16 MRD50 For Guide To Connection Details) a0'-0" BL FRAME CROSS SECTION AT FRAME LINES) 5 Shape Name = Bulk Storage Wall 4, Frame 5 9S. �S ��8 •, E 500. '0•• I2 Frame Clearances Horiz. Clearance between members 1(CX011) and 8(CX011): 75'-8 1/4" Vert. Clearance at member 1(CX011): 13'-2 3/16" Vert. Clearance at member 8(CX011): 13'-2 3/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Y BL PERMIT # ) b ' (3 � � 2 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CAI)I- COMPLIANCE _b� 2--0 0 0 R E V I E krVr'—_- D FOR CODE COMPLIANCE JUL 0 5 20115 INTERWEST CONSULTING GROUP Qq,()F ESS r` co Lu C 75014 r" EXP. 12/311201;2 CFS 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LINE(S) 5 REV: DATEBY: DESCRIPTION BUILDER: North Valley Building Systems, Inc. CUSTOMER: dCB>r 1502256501 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. O TE LOCATIGN: Chico, Cali/omia :13:5TLER ® Manufacturing Butler Ma: 201 .2a VPC VERSION: 2015.2a 12/21/2015 DFAv�icNECK: I H.A PROJECT: North Valley Ag PP GE GE. 10 DRAW NG SCALE NTS BUILDER'S POJt RFQ VPC FILENAME 16-012SBS-01 Frame Member Schedule Part Mem Width Thick CX004 1 6.0000 .5000 RBX028 2 5.0000 .3750 1'-6" 3 5.0000 .3125 RBX029 4 5.0000 .2500 RBX030 5 5.0000 .2500 RBX031 6 5.0000 .3125 .1345 7 5.0000 .3750 CX004 8 6.0000 .5000 WebThk. Depthl Depth2 Approx.Lgth .1644 2'-0" 2'-0" 15'-7 Frame 3/16" .1644 2'-9" 1'-6" 24'-9 Qty 5/8" .1345 1'-61' 1'-6" Rows Rows Washer PartNo .1345 1'-6" 11" 19'-8 13/16" .1345 11" 1'-6" 19'-8 Out 13/16" .1345 1'-6" 1'-6" 24'-9 1(CX004): 13'-2 5/8" .1644 1'-6" 2'-9" A325 3/4" 2 1/2" .1644 2'-0" 2'-0" 15'-7 0097284 3/16" ri I BL 8 37'-8" Ridge Ht. 7 3 1/2" 6 2 @ 1'-0 3/8" 5 1'-1 5/8" 4 2'-0" 3 4'-0" 2 4'-6" 1 1 5/8" ❑ Dimension Key 1. USE 1/2 X 11/2 A32" BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. VPC FILENAME: 15-02256501 582# ti 6 - A5 21 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 80'-0" FRAME CROSS SECTION AT FRAME LINE(S) 6 Shape Name = Bulk Storage Wall 4, Frame 6 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 9S. �S 6 S00. '0" 12 r I BL PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE C) I � I 1 � BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I By: I DESCRIPTION: I DRAWL NO SCALE 1212112015 NTS 13:50:12 REVIEWED FOR CODE MVPLIANCE JUL 0 5 2010 INTERWEST CONSULTING GROUP OQ�pFESS/pN� �` y C 75014 EXP. 12/31/201 CAI�r FRAME CROSS SECTION AT FRAME LINE(S) 6 BUILDER: North Valley Building Systems, Inc. JCB# 1502256501 CUSTOMER: 01 TF-' BUTLER 12/21/2015 LOCATION: Chico, California & D6AWNICHECK: PROJECT: North Valley Ag Butler Manufacturing SCN / H.A PAGE: BUILOER'SPOIk RFQ VPCVERSION: 2015.2a I 11 e drvleion of BlueScope Buildinpe North America, Inc. OBolt Connection & Plate Schedule Frame Clearances Approx.Wt. Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Horiz. Clearance between members 1(CX004) and 8(CX004): 75'-8 1/4" 5824 Dia. Length Thick. Out In Vert. Clearance at member 1(CX004): 13'-2 3/16" 642# A 8 A325 3/4" 2 1/2" 5/8" 2 2 Yes 0097284 Vert. Clearance at member 8(CX004): 13'-2 3/16" B 8 A325 3/4" 2 1/2" 1/2" 1 3 Yes 0097284 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 317# C 4 A325 3/4" 2 1/2" 1/2" 1 1 Yes 0097284 317# (See Also Sheet -16 MRD50 For Guide To Connection Details) 643# 582# ti 6 - A5 21 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 80'-0" FRAME CROSS SECTION AT FRAME LINE(S) 6 Shape Name = Bulk Storage Wall 4, Frame 6 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 9S. �S 6 S00. '0" 12 r I BL PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE C) I � I 1 � BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I By: I DESCRIPTION: I DRAWL NO SCALE 1212112015 NTS 13:50:12 REVIEWED FOR CODE MVPLIANCE JUL 0 5 2010 INTERWEST CONSULTING GROUP OQ�pFESS/pN� �` y C 75014 EXP. 12/31/201 CAI�r FRAME CROSS SECTION AT FRAME LINE(S) 6 BUILDER: North Valley Building Systems, Inc. JCB# 1502256501 CUSTOMER: 01 TF-' BUTLER 12/21/2015 LOCATION: Chico, California & D6AWNICHECK: PROJECT: North Valley Ag Butler Manufacturing SCN / H.A PAGE: BUILOER'SPOIk RFQ VPCVERSION: 2015.2a I 11 e drvleion of BlueScope Buildinpe North America, Inc. VPC FILaOME 16-032$501 Frame Member Schedule 1-u C75014 rn rn EXP. 12/31/201; � 0 Bolt Connection & Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Wt. Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Horiz. Clearance between members 1(CX005) and 8(CX005): 75 -8 1/4" CX005 1 6.0000 .5000 .1644 2'-0" 2'-0" 15'-7 3/16" 5764 Dia. Length Thick. Out In Vert. Clearance at member 1(CX005): 13'-2 3/16" RBX012 2 5.0000 .3750 .1644 2'-9" 1'-6" 24'-9 5/8" 647# A 8 A325 3/4" 2 1/2" 5/8" 2 2 Yes 0097284 Vert. Clearance at member 8(CX005): 13'-2 3/16" 3 5.0000 .3125 .1345 1'-6" 1'-6" B 8 A325 3/4" 2 1/2" 1/2" 1 3 Yes 0097284 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) RBX013 4 5.0000 .2500 .1345 1'-6" 11" 19'-8 13/16" 3174 C 4 A325 3/4" 2 1/2" 1/2" 1 1 Yes 0097284 RBX014 5 5.0000 .2500 .1345 11" 1'-6" 19'-8 13/16" 3174 (See Also Sheet -16 MRD50 For Guide To Connection Details) RBX015 6 5.0000 .3125 .1345 1'-6" 1'-6" 24'-9 5/8" 649# 7 5.0000 .3750 .1644 1'-6" 2'-9" CX005 8 6.0000 .5000 .1644 2'-0" 2'-0" 15'-7 3/16" 5764 "M 8 37'-8" Ridge Ht. 7 3 1/2" 6 2 @ 1'-0 3/8" 5 1'-1 5/8" 4 2'-0" 3 4'-0" 2 4'-6" 1 1 5/8" F] Dimension Key 1. USE 1/2 X 11/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. VPC FILENAME: 15-022585-01 ri q)cj 6• $" A5 21 � 80'-0" Qs. �s 500. `0•, 12 BL BL THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. FRAME CROSS SECTION AT FRAME LINES) 8 Shape Name = Bulk Storage Wall 4, Frame 8 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PERMIT # b - d b2 pMe CC)UNTY DEVE' ICpMENT SERVICES SEVIE-Wro FOP CoDr-:- BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I BY: I DESCRIPTION DRAWING SCALE M❑ El Ln FOR CODE M'v`,PLIANCE JUL 0 5 2016 INTERWEST CONSULTING GROUP P, C�u�yJ FRAME CROSS SECTION AT FRAME LINE(S) 8 BUILDER North Valley Building Systems, Inc. ,115 1500 2256501 CUSTOMER: DISE: BUTLER 12/21/2015 LOCATION: Chico, Califomia ® DFAWN/CHECK: PROJECT: North Valle A SCN / H.A Y g Butter Manufacturing PAGE BUILDER'SPow RFQ VPCVERSION: 2015.2a 13 oQ�pFESS l 1-u C75014 rn rn EXP. 12/31/201; � P, C�u�yJ FRAME CROSS SECTION AT FRAME LINE(S) 8 BUILDER North Valley Building Systems, Inc. ,115 1500 2256501 CUSTOMER: DISE: BUTLER 12/21/2015 LOCATION: Chico, Califomia ® DFAWN/CHECK: PROJECT: North Valle A SCN / H.A Y g Butter Manufacturing PAGE BUILDER'SPow RFQ VPCVERSION: 2015.2a 13 Frame Member Schedule Part Mem Width Thick WebThk. Depthl CX006 1 5.0000 .3125 .1345 2'-0" RBX016 2 5.0000 .3125 .1345 2'-1" 260# 3 5.0000 .2500 .1345 1'-4" RBX018 4 5.0000 .1875 .1345 1'-4" RBX019 5 5.0000 .1875 .1345 10" RBX017 6 5.0000 .2500 .1345 1'-4" A325 7 5.0000 .3125 .1345 1'-4" CX006 8 5.0000 .3125 .1345 2' -Off l— i 8 37'-8" Ridge Ht. 7 3 1/2" 6 2 @ 1'-0 3/8" 5 1'-1 5/8" 4 2'-0" 3 4'-0" 2 4'-6" 1 1 5/8" Dimension Key BL Depth2 Approx.Lgth Approx.Wt. 2'-0" 15'-9 5/16" 4074 1'-4" 24'-5 5/16" 4824 11-411 Dia. Length 10" 19'-8 13/16" 260# 1'-4" 19'-8 13/16" 260# 1'-4" 24'-5 5/16" 4824 2'-lff Yes 0097284 B 2'-0" 15'-9 5/16" 4074 2 ;1 6.<:) A5 21 O Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR Dia. Length Thick. Out In ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. A 8 A325 3/4" 2 1/2" 5/8" 2 2 Yes 0097284 B 8 A325 3/4" 2 1/2" 3/8" 2 2 Yes 0097284 C 4 A325 3/4"i 2 1/2" 1/2" 1 1 Yes 0097284 (See Also Sheet -16 MRD50 For Guide To Connection Details) M M O O O ,n N N O 801-0" FRAME CROSS SECTION AT FRAME LINE(S) 9 Shape Name = Bulk Storage Wall 4, Frame 9 4S. �S 6Soo. Frame Clearances Horiz. Clearance between members 1(CX006) and 8(CX006): 75'-8 1/4" Vert. Clearance at member 1(CX006): 13'-11 5/16" Vert. Clearance at member 8(CX006): 13'-11 5/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 1 BL PERMIT #—.____ L b Q L PUTTS COUNTY DEVELOPMENT SERVICES AIEWP40 FOR CODE COMPLIANCE DATP c�1 ' 1 (1 � — L EVUE` E D FOR CODE COwsPLIANCE JUL 0 5 2010 INTERWEST CONSULTING GROUP OQ,?�pFESS j i 04 � Uj C 7 5 014 �� rn EXP. 12/31/2017 FC 0 \� 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LINE(S) 9 REv DATE: BY: DESCRIPTON BUILDER North Valley Building Systems, Inc. �ce x. 1502256501 SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: DETE: DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. LOCATION: Chico, Califomia PROJEOT: North Valley AgButler SUILDER'SPOR FQ R BUTLER ® Manufacturing VPCVERSION 2015.2a 12/21/2015 DFAM/CHECK SCN / H.A DRAW NG SCALE NTS PAGE. 14 VPC FILENAME 16-02295&01 IV211201S 13:5017 a dvieion of BI Scope BWldinge Narth America, Inc. ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALL IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT BRACE ¢ FRAME BRACE LOCATION LOCATION WALL BRACE ROD REV DATE: 05/I0/1D I REV NO 0111 ROD BRACING THRU ROD SLOT BR021-11 11 COLUMN SHOWN / RAFTER SIMILAR BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO DATE:01/30/14 IRE ENB002 WIDESPAN STRUCTURAL SYSTEM 2013 INSTALLATION GUIDE BUTLER BASIC ERECTION GUIDE - STRUCTURAL 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. VPC FILENAME 15-02255501 CLIP REO'D W/ THICK FLANGES 0 ALTERNATE CONNECTIONS FLANGE BRACE REQUIREMENTS: - ROOF SECONDARY MEMBER I of - -ol - FLANGE BRACE (GFB-) OR (HFB-) FLANGE BRACE WILL TYPICALLY CDNNECT TO THE WEB OF THE FRAME MEMBER. RULE#1- ALL. FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WH[ =N PART MARK IS ACCOMPANIED BY (2). RULER4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULE#5- WHE=NEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. GATE: 07/01/09 REV. NOTYPICAL FLANGE BRACE CONNECTIONS ICONT, BR06AE PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. SEE ERECTION DRAWINGS FOR LOCATIONS AND PART MARKS STRUT CONN. BOLTS - SEE DRAWINGS FOR SIZES AND QUANTITIES CLEVIS PIN WCOTTER PIN (SEE ERECTION DWGS) BRACE ROD RAFTER / BRACE STRUT (GAGE) -BSA-- WHERE SLOTTED HOLES ARE PRESENT, BOLTS ARE SLIP CRITICAL AND MUST BE FULLY PRE TENSIONED. FAYING SURFACES MUST BE PAINT FREE. IF PAINT IS FOUND ON FAYING SURFACES IN SLOTTED CONNECTIONS REMOVE WITH LIGHT GRINDING. STANDARD HARDENED WASHERS ARE REQUIRED OVER ALL SLOTS. SEE ERECTION DRAWINGS FOR MARK NUMBERS AND QUANTITIES. NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 BOLTS (49080) (U.N.O.) PURLIN 1/2" X 1 1/2" A325 BOLTS (49080) WITH HARDENED WASHER (095872) EACH SIDE (TYP AT PURLIN END OF BRACE) —7C ENDPOST E BRACE (GFB- OR HFB-) RAKE BEAM F FEET G = GAGE CX*** = COLUMN (PLATE) I = INCHES 0 = OPERATION WASHERS E = EIGHTHS C = FIN/COLOR 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 7/5" 095237 095947 095948 1 043658 1" 095238 09594B D95949 D43659 1 1/8" 095239 095949 095949 043659 REV DATE: 05/I0/1D I REV NO 0111 ROD BRACING THRU ROD SLOT BR021-11 11 COLUMN SHOWN / RAFTER SIMILAR BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO DATE:01/30/14 IRE ENB002 WIDESPAN STRUCTURAL SYSTEM 2013 INSTALLATION GUIDE BUTLER BASIC ERECTION GUIDE - STRUCTURAL 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. VPC FILENAME 15-02255501 CLIP REO'D W/ THICK FLANGES 0 ALTERNATE CONNECTIONS FLANGE BRACE REQUIREMENTS: - ROOF SECONDARY MEMBER I of - -ol - FLANGE BRACE (GFB-) OR (HFB-) FLANGE BRACE WILL TYPICALLY CDNNECT TO THE WEB OF THE FRAME MEMBER. RULE#1- ALL. FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WH[ =N PART MARK IS ACCOMPANIED BY (2). RULER4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULE#5- WHE=NEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. GATE: 07/01/09 REV. NOTYPICAL FLANGE BRACE CONNECTIONS ICONT, BR06AE PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. SEE ERECTION DRAWINGS FOR LOCATIONS AND PART MARKS STRUT CONN. BOLTS - SEE DRAWINGS FOR SIZES AND QUANTITIES CLEVIS PIN WCOTTER PIN (SEE ERECTION DWGS) BRACE ROD RAFTER / BRACE STRUT (GAGE) -BSA-- WHERE SLOTTED HOLES ARE PRESENT, BOLTS ARE SLIP CRITICAL AND MUST BE FULLY PRE TENSIONED. FAYING SURFACES MUST BE PAINT FREE. IF PAINT IS FOUND ON FAYING SURFACES IN SLOTTED CONNECTIONS REMOVE WITH LIGHT GRINDING. STANDARD HARDENED WASHERS ARE REQUIRED OVER ALL SLOTS. SEE ERECTION DRAWINGS FOR MARK NUMBERS AND QUANTITIES. NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 BOLTS (49080) (U.N.O.) PURLIN 1/2" X 1 1/2" A325 BOLTS (49080) WITH HARDENED WASHER (095872) EACH SIDE (TYP AT PURLIN END OF BRACE) —7C ENDPOST E BRACE (GFB- OR HFB-) RAKE BEAM F FEET G = GAGE CX*** = COLUMN (PLATE) I = INCHES 0 = OPERATION CGX*** = COLUMN (GA( -,E) E = EIGHTHS C = FIN/COLOR WCX*** = COLUMN (HO`ROLL) PANEL/COVERING North Valley Ag W 1 3 1 1 7 2 6 1 K T D RBX*** =RAFTER (PLATE) * F F I E G G O C C C BGX*** = RAFTER (GALE) LENGTH CODE WRX*** = RAFTER (HO'ROLL) SCN / H.A TRX*** = TRUSS RAFTER INSULATION PAGE. 15 I B 1 3 0 1 0 3 6 0 3 0 W V ICX*** = INTERIOR COLUMN ** F F F I I I I I I E C C PCX*** = PIPE COLUMN LENGTH WIDTH THK CODE TCX*** = TUBE COLUMN SECONDARY (STANDARD) 0 B Z 1 9 1 1 4 1 7----- EPX*** = ENDPOST (PLATE) * * * F F I I E G G * * * * * EGX*** = ENDPOST (GAGE) DEPTH T LENGTH GAGE ADJUST.CODES SHAPE CBX*** = CANOPY (PLkTE) SECONDARY (SPECIAL) CBX*** = PIGGYBACK CANOPY 00108Z1911417--- DCC*** 8 1/2" GAGE POST • F F I I E G G * DCE*** = 10" GAGE POST COUNTER DEPTH& LENGTH GAGE ADJUST CODES SHAPE BOTH ENDS ROD BRACING RS = THREADS 0 3 R S 2 5 1 0 RT = THREADS ONE END - CLEVIS ONE IN[ I E** F FI I RU = CLEVIS BOTH ENDS DIA LENGTH RP = THREAD BOTH ENDS - NO HILLSIDES REV DATE:06/23/11 IREV N0. 01 STRUT BRACING REV DATE:M/24/11 REV NO. 01 ENDPOST TOP BRACING 11 REV DATE 08/28/12 REV. NO 01 MARK NUMBER KEY BR15L1 GAGE STRUT IN ROOF BR25A3 ENDPOST WITHIN 6" (152mrn) OF PURLIN EN50B1 I COMMON GENERATED MARK NUMBERS THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PFRMrr#_ \ b - () q �) i,. 13UTTE COUNTY DEVELOPMENT SERVICES FOR CODEC COMPLIANCE MATE_-- BY BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE I 6Y: I DESCRIPTION: DR,AWNG SCALE: NTS 12/212015 SEDSh-t 13:50:17 PRIMARY BRACING SEDS BUILDER: North Valley Building Systems, Inc. CUSTOMER: LOCATION: Chico, California PROJECT: North Valley Ag BUILDER'S POA` RFQ REVILV`VED FOR CODE COt"0PLIANCE JUL 0 5 2016 INTERUVEST CONSULTING GROUP Q�pEESS! �; OG) C 75014 EXP. 12.1311201;L .�r CA 1502256501 DATE. BUTLER 12/21/2015 - DRAVVIVM ECK Butler Manufacturing SCN / H.A VPCVERSIOFI: 2015.2a PAGE. 15 s dvision of BlusSmpe Buildings NoN1 AmMm, Int. "*"GUSSETS WHEN REQUIRED BY DESIGN V STITCH OR "*"GUSSETS WHEN REQUIRED BY DESIGN --------------- W (1U66h;T6 WMEN xt;vuixEu 131 1Jt;,_31UN 1 1/2" - 3 (10 GA. WEB) Cip ------------OR TY ALTERNATE 2 - 5 (3/16 & 1/4 WEB) ------------------------------------------------- - Cip YP TYP BOLTING 4 - 8 (5/16 1/2 WEB) PLATE ROWS ROWS --Rows ROWS OUT OUT 5 OUT -- OUT --- ----- TYP ALTERNATE BOLTING OR ALTERNATE PLATE TY CJ E BOLTING OR ROWS ALTERNAT PLATE ROWS F Cip ROWS > ALTERNATE ROWS IN OR BOLTING V ALTERNA7E IN ---------- BOLTING ----------- IN BOLTING ------------ IV Z�:_IN ------------------- CiP ------ PLATE - ----------- PLAT ------ --- ROWS IN LATE ----- RIDGE , OR I ,, RAFTER U_Ull' U_U Cip OR CJP Rows OUT Cip N Cip STITCH —' V 1 1 1/2 I - 3 (10 GA. WEB) 4_0 STITC N 2 - 5 (3/16 & 1/4 WEB) OR1 CJP 1/2" - 3 (10 GA. WEB) Cip 2 - 5 (3/16 & 1/4 WEB) 4 - 8 (5/16 - 1/2 WEB) ALTERNATE 4 - 8 (5/16 - 1/2 WEB) BOLTING PLATE REV.DATE: 01/13/14 REV.NO. 02 REV.DATE: HAUNCH COLUMN CONNECTION 01/13114 JREV.NO. 02 LOW SIDE HAUNCH CONNECTION REV.DATE: 01/13114 IREV.NO. 02 HIGH SIDE CONNECTION REV.DATE; 01113114 IREV.NO. 0 BOLTED RAFTER SPLICE CONNECTIONS TOP BOLTED WELD STD. FACE BOLTED WELD STD. BOLTED WELD STD. WELD STD. STITCH 1 1/2" - 3 (10 GA. WEB) COLUMN (CX-) OR (IC 2 5 (3/16 & 1/4 WEB�_ COLUMN (TCX-) OR (PCX-) 4 (5/16 1/2 WEB) Cip Cip FLANGE CHANGE CONNECTION SPLICE TUBE OR PIPE COLUMN STIFF. (S.W.) BASE PLATE V Cip -------------------- Cip L6.0 RANDOM SHOP SPLICE V Cip TYP. BASE PLATE Cip DESIGN MEMBER DEPTH REV.DATE: =3412 REV. NO. 01 FRAME CONNECTION AT INTERIOR COLUMN REV.DATE: 2123/12 REV. NO. 01 TYPICAL BASE PLATE CONNECTION REV.DATE: 2/23112REV. NO. 01 TYPICAL BASE PLATE CONNECTION REV.DATE: 2123112 REV. NO. VARIOUS RANDOM SHOP SPLICE WELD STD. BASE PLATE TO COLUMN WELD STD. BASE PLATE TO COLUMN WELD STD. SHOP SPLICE WELD STD. MINIMUM FILLET WELD The Table below shows Code minimum welds forAISC & CSA/W59. LANGE PLAT GENERAL NOTES: GENERAL NOTES: FLUSH - UNSTIFFENED If weld shown on Engineering Weld Standard or on fabrication documents are less than these, then the weld size shown below THE FILLET WELD SHALL BE CONTINUOUSLN 0 0 0 0 0 0 0 0 0 Is to be used, based on the material thickness being joined. SUBMERGED ARC WELDED ONE SIDE OF THE 1. SEE FRAME CROSS SECTION FOR BOLTING PLATE a 0 0 7 TO.T. AISC TABLE J2.4 & AWSDIA 5.8 WEB TO BOTH FLANGES AS ILLUSTRATED. 0 0 MINIMUM GIVIAW FILLET WELD SIZE EB PLATE THE MINIMUM FILLET WELD SIZE SHALL BE THICKNESS AND NUMBER OF ROWS OUT AND IN. 0 Minimum Size TAKEN FROM TABLE BELOW. -0 11 12 13 14 51 52 53 54 Base Metal Thickness (T)* of Fillet Wed in. mm in. mm 2. MIN. BOLTING PLATE WIDTH = FLANGE SIZE (6" EXTENDED - UNSTIFFENED T<1/4 T<6 1/8 3 MIN.) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1/4<T<1/2- T<12 3116 5 MIN. 0 0 0 0 0 0 1/2<T<3/4 12<T<20 114 6 3. SIZE OF WELDS UNLESS NOTED ARE BASED ON 0 T�, E0. T MINIMUM FILLETWELD SIZES (USA,CANADA & MEXICO) (AWS01.1 -TABLES.8) - 3/4<T 20<T 5116 8 MATERIAL THICKNESS FLANGETHICKNESS T Thickness of the thinner partjolned (USA, CANADA & MEXICO) THICKNESS 31 WEB 3116" S,11 1. OVER OR 1/4" 5116" 318" iW 314* 1 Its" 11/4" Assumes low hydrogen welding process using GMAW filler metal LESS I Im" 32 33 71 72 73 class ER70.3 (B-G49A 2C G3) or SAW filler metal class F7A0- EXTENDED - STIFFENED (GUSSET) IOGA 111.1 1 il, I 111" Ire" Ile" IM" Ire" 116" EM13K (F49A2.FM13K). FILLET WELD ASSEMBLY (AWS DIA-06 Sec 5.22.1) 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 10 0 BOA Ire" IM" lie" Ill. 1 1/8" Iff, Ila. I18" Ire" 3118" is" IM" Ire .. lie" IM" 118" 3/16" 3/16" 3116" 1/8" lie" 3/16" 3116" 3118" 3116" Gaps In parts to be joined by fillet welds may have a - - 0 0 0 - 51161, 118.1 IM" 3116" 3/18" 3/16" 3116" 3/16" 3111" 3/16" 3/16" 3/16" gap of < 1116" with no adjustment In weld size. 0 . T T T ! r- 3/8" lie" IM" 3116" 3116" 3/16" 3/16" 3116- 3/18" 3116" 3JIB" 31161, 0 0 Gaps > 1/16" but < 3/116�, fillet weld leg must be Increased W. 31161, 3116" 3/16" 3116" 3/16" 3116" 3115* 31161, 3/16" by the amount of the root opening. — 5/8" 11.1 1181, 3116" 3116' 3115" 114" 1/4" 1/4" ill. 1/4" 114" 41 42 43 81 82 83 131" 11.1 1/81, 3116" 3/16" 3116" 114" 1/4" 5116- 5/16- Gaps > 3116", corrective work Is required to bring parts Into acceptable contact Minimum bolt spacing Is 3" U.N.O. E3 E3 IS E9 SEE "BOLTED END-PLATE CONNECTION" SECTION OF DESIGN CALCULATION FOR PLATE ID REV. DATE: 2123/12 REVNO, o' GENERAL WELD REQUIREMENTS WELD STD. REV. DATE: 2123/12 REV, NO, 01 TYPICAL NOTES TYPICAL SECTION THRU BUILT-UP MEMBERS REV. DATE: 2/231I2 REV NO. 01 GENERAL NOTES REV. DATE: 01117/14 REV. NO. 07 BOLTED END-PLATE CONNECTION LAYOUT I— I R EVI EVVE D FOR CODE COIMPLIANCE JUL 0 .5 20115 1�11 0 170 INTERVVEST (D Z r n UJ C 75014 CONSULTING GROU cr- PERMIT # EXP. 12/311201� E)UTTE COUNTY I)EVELOPMENT SERVICES(P I T REVIEWED FOR r OODE_� COMPLIANCE r THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 MRD50 DRAWING MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE BUTLER MFG. ENGINEER'S SEAL DOES REV. DATE: BY* DESCRIPTION BUILDER. North Valley Building Systems, Inc. NOT APPLY TO THE PERFORMANCE OR CUSTOMER: I 1502256501 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR 11T1 DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN 4(2E:T:A ER 1 2/21/2015 COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL LOCATION Chico, California _:E0 ® —DFAWNICHECK: PROJECT. North Valley Ag TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING Butler Manufacturing SCN / H.A NG SCALE NTS BUILDER'SP RFQ 16 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.DRAW VPC VERSION: 2015.2a16 =1=15 113:50:1111 a dylsion of BlueScape Buildinge North ArneHm. Inc. Secondary Part Schedule Mark Part Thick. Depth Lap Detail E32 00108ZS2011417B1 0.0600 8 1/2" 10 1/2" RS02T1, RS11SB, RS01T1 E33 00408ZS2011417B1 0.0600 8 1/2" 10 1/2" RS02T1, RS11SB, RS01T1 E34 00708ZS2011417B1 0.0600 8 1/2" 10 1/2" RS02T1, RS11SB, RS01T1 E35 00808ZS2011417B1 0.0600 8 1/2" 10 1/2" RS02Tl, RS11SB, RS0lT1 P2 OBZ211141711BO 0.0600 8 1/2" 10 1/2" RS11SB, RSO1T1 P20 00208ZS2005416B1 0.0680 8 1/2" RSOITD P21 00308ZS2005417B1 0.0600 8 1/2" RSOITD P22 00508ZS2005416B1 0.0680 8 1/2" RSOITD P23 00608ZS2005417B1 0.0600 8 1/2" RSOITD P4 08Z2005417BBB1 0.0600 8 1/2" RSOITD P5 OBZ2011415BBBO 0.0730 8 1/2" RSOITD P6 OBZ2011417BBBO 0.0600 8 1/2" RSOITD P7 08Z2005416BBB1 0.0680 8 1/2" RSOITD P8 08Z2011416BBBO 0.0680 8 1/2" RSOITD O Secondary Bracing Schedule Id Qty Mark No Spacing 1 18 HSRACC11104 1'-9 1/16" 2 756 CPBB020108(Typ.) 2'-0" 3 72 CPBB010200 1'-0 3/8" 1 2 3 4 5 6 7 8 9 1 0 See SED: BR09N9, BR09RY, BR09RZ, BR09PH, BR09JH BL BR09JG, BR09JR BL 7' Seismic Separation I _ l F1 1 p4 — — — —E35 — — — — — — — p2 — — — — — — — -P2— — — — — — — —Pz- — — — — — — — — — — — — — AILING: — — -p2pr — — — -- — — p2 — — — — — — — E34— — — � NOTE TO DET OPart Mark Key I For Sesmp11c1Separat rfin 7* TIBC@GL-10 1 001SGA11036 2 001SGA19114 3 002SGA14011 r .. ... I 4 OOISGA14011 I I I —}--P7 P8 P8 P8 P8 P8 P5 P22 I I I I I I ,,66 ,,66 >P4(Typ.D 6(TYp•P y6(TYP•P y6(TYP•P 16(TYp•D —> 6(TYp•P t6(TYP.D P123(TYP1) C3 P7 P8 P8 PB P6 PB P.S. �P22 I o P7 6 P8 6(TYp P >P6(TYP P6(TYp•D P8 PS P20 I 4(Typ'P (Typ'D 6(TYP•P--16 (TYP•D PI21(TYPi� I r1 I I I ( I I �—--t—P7P8 P8 P8 P8 P8 P5 P20��IEVVE D 40R CODE COaVIPLIANCE I I L JUL 0 5 2010 I INTERINEST (CONSULTING GROUP N r -I _— — — — -P-2 ��————- gz -- — — ----P2---- 1.7663 2 — 19'-6" -- 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" - — 20'-0" 18'-0" 160'-0" QRoFES,, p, 0 BL BLO�! RT 0/1 ROOF SECONDARY PLAN LU C 75014 In EXP. 12/31/2017 / rIERMIT # BUTTE COUNTY DEVELOPMENT SERVICES si , C �� w 2 6" REVIEWED FOR �r 1 2'-011 CODE COMPLIANCE Jf CA Dimension Key OATS " { r c BY� Shape Name = Bulk Storage 1. UNLESS NOTED, USE 1/2 X 1 1/2 A32" BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING ROOF SECONDARY PLAN W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1640 GENESSEE ST. KANSAS CITY, MO 64102 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE BY: DESCRIPTION:. BUILDER: North Valley Building Systems, Inc. JOB 1502256501 OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEER'S SEAL DOES 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: DATE: BUTLER 12/21/2015 DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION: Chico, California ® DFAWN/CHECK COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL SCN / H.A TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: North Valley Ag Butler Manufacturing PA3E 17 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'SPpK RFQ vacvERSION: 2015.2a 12/21/2015 13:50:20 a &!.Ion of BIUSS-Pe B"0dlnly North A-0., Inc. VPC FILENAME 15-02256S41 ¢FRAME ERECTION NOTE: GAG= ERECTION NOTE: BRACE BRACE ROOF LOCATION LOCATION SECONDARY WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER 08 = 8 1/2" CHANNEL BRACES THAT END AT A PURLIN WEB, BUT DO NOT HAVE TABS TO BEND AND MEMBER CHANNEL BRACE OR THE SLOTS IN THE PURLIN WEB FOR ES = LOW EAVE STRUT SECURE. INSERT CLIP (544015) THROUGH 11 = 11 1/2" A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD CHATHE WEB SLOTS AND USE A DROP PIN TO ATTACH r'01 PURLIN WEB AND USE A SELF -DRILLER (55307) TO ATTACH. PURLIN BRACE TO CHANNEL BRACE. °„ (CPB-)(TYP.) 16 = 0.068 Z"i"i 17 = 0.060 - ° - °------------- -- o1 - (1) 1/4" X 6 1/4„ (2) 1/4-14 x 1 1/4" DROP PIN (097556) (2) 1/4-14 x 1 1/4" STRUCT. SCREWS FLANGE BRACE IN-) OR (HFB-) STRUCT. SCREWS (55307) CLIP RIVE W/ (55307) (2) 1/4-14 x 1 1/4" THICK FLANGES FLANGE BRACE WILL TYPICALLY STRUCT. SCREWS CONNECT TO THE WEB OF THE FRAME MEMBER. CHANNEL CHANNEL I (55307) _ BRACE BRACE o (CPB-) (CPB-) ALTERNATE CONNECTIONS � a a L= FLANGE BRACE REQUIREMENTS: %11 PURLIN RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. — WEB ENDING CLIP RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON DETAIL BR09JC (0544015) CROSS SECTION IS NOT ACCOMPANIED BY (2). PURLIN RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB (1) 1/4" X 6 1/4" PURLIN WHEN PART MARK IS ACCOMPANIED BY (2). DROP PIN (097556) RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE USE WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE (TYP. PER EACH END) CENTER OF THE BUILDING. DOES LINE UP WITH THE DOES NOT LINE UP WITH USE WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SLOTS IN THE PURLIN WEB. THE SLOTS IN THE PURLIN WEB. DOES LINE UP WITH THE DOES NOT LINE UP WITH SIDE OF THE FRAME WEB. SLOTS IN THE PURLIN WEB. THE SLOTS IN THE PURLIN WEB. ''a 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. DATE. 04/01/11 REV. CHANNEL BRACE ENDING AT PURLIN WEB WEB ENDING CLIP WITH DROP PIN REV. REV. N0. 01 CHANNEL BRACE ENDING AT PURLIN WEB SELF -DRILLER WITH BENT TABS REV. DATE: 07/01/09 REV. NO. 00 TYPICAL FLANGE BRACE CONNECTIONS CONT. PURLIN LAP SHOWN, CONT. GIRT &SIMPLE PURLIN DATE:01/01/11 BR09JG REV. OA1E: D7/01/09 REV. NO. OD SINGLE CHANNEL PURLIN BRACE ENDING AT PURLIN WEB LOCATION BR09JR BR09JH BR06AE END FRAME INT. FRAME INT. FRAME INT. FRAME END BAY INTERIOR BAY (1) PURLIN BRACE o ] o o (1) PURLIN BRACE CHANNEL CHANNEL CHANNEL 0 ] Q Q ADJUST. CODES PURLIN BRACE (CPB-)(TYP,) � (2) PURLIN BRACE � � O 0 GAGE CHANNELS (2) PURLIN BRACE o D EIGHTHS (3) PURLIN BRACE 0 CHANNELS INCHES LENGTH CHANNELSF (millimeters) (4) PURLIN BRACE (4) PURLIN BRACE SHAPE CHANNELS CHANNELS DEPTH 4- 3- 3" TYPICAL in 3' TYPICAL CLUSTER F�1 CLUSTER STANDARD NOTES: STANDARD NOTES: DEPTH SHAPE GAGE - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. 07 = 7" Z = ZEE 11 = 0.113 THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 08 = 8 1/2„ C = CEE 12 = 0.098 PURLIN 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 10 = 10" E = LOW EAVE STRUT 13 = 0.088 H = HIGH EAVE STRUT 11 = 11 1/2" 14 = 0.079 ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 15 = 0.073 L(1) 1/4" X 6 1/4" SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. 16 = 0.068 DROP PIN (097556) (TYP. PER EACH END) - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. 17 = 0.060 - 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, REV. NO. DO SECONDARY PART MARK NUMBER COMMON GENERATED MARK NUMBERS PURLIN BRACE CLUSTER LOCATION END BAY CHANNEL LOCATION REV. DATE:07/ol/09 REV. NO.DO PURLIN BRACE CLUSTER LOCATION INTERIOR BAY CHANNEL LOCATION REV. DAZE: 07/01/09 REV NO OD SINGLE CHANNEL PURLIN BRACE INTERMEDIATE LOCATION REV. oATE: 07/01/09 REV. No. 00 BR09RY BR09RZ =EN511 BR09PH ERECTION DRAWING PART MARK PG1 CLIP C2 s n R 1 1 /kA 1 W 1 B 3 VARIES WELDED CLIP CONNECTION f�E BOLTED CLIP CONNECTION I ALT. CONNECTION FRP ALT. CONNECTION � BAY NUMBER 48" m VARIES LIP � L15 CANOPY (C)/PARTITION(P)/ ROOF(R)/WALL(W) NUMBER CLIPS MAY BE REQUIRED FOR BUILDING SHAPE PURLIN TO FRAME CONNECTIONS. REFER TO INDIVIDUAL FRAME CROSS SECTIONS FOR BOLTED � CLIP PART NUMBERS AND THEIR THE BAY/BUNDLE CODE IDENTIFIES THE BUILDING CANOPY/PARTITION/` LOCATIONS. ROOF/WALL PLANE AND BAY 7" & 8 1/2- PURLINS REV. DATE. 01/31/13 REV. N0. 01 SECONDARY BUNDLE LOCATION KEY REV. DATE'07/01/09 REV, NO OD PURLIN AND GIRT SIZES REV. DATE 06/17/15 REV. ND. 02 PURLIN CONNECTION AT INTERIOR FRAME RE°_ DATE'07/01/09 REV. "°.°'' PURLINS AT INTERIOR FRAME EN51 B3 ALL SECONDARY DEPTHS EN53F1 8 1/2" 216mm ljr8501 T1 CONTINUOUS PURLINS RSO ITD SIMPLE PURLINS W/O CLIP 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. VPC FLENAME 15-022505-01 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE I BY: DRAWING SCALE: NITS 1221/2015 SEDSheet DESCRIPTION: 13:50:20 NOTE: 1. REFER TO THE ROOF SECONDARY PLAN FOR LOCATIONS OF THE PURLIN CHANNEL BRACING AND RIDGE BRACE ASSEMB-Y. 2. ANGLE RIDGE BRACE WILL [CHANNEL NEED TO BE OFFSET TO THE PURLIN NEAREST SET OF SLOTS IN BRACE THE PURLIN WEB. ,�� (CPB-) REV. PI IDI IKI � �IUV- ANGLE RIDGE BRACE 1/2" X 1 1/2" A325 ASSEMBLY (HSF'A-) BOLT (49080) TYP. PURLIN NOTE: IF CLUSTER HOLES DO NOT UNE UP FROM ONE SIDE OF THE RIDGE TO THE OTHER, USE CLUSTER HOLES ON ONE PURLIN, THEN FIELD DRILL (2) 0/16" DIA HOLES IN THE OTHER PURLIN FOR HSRA- CONNECTION. 907/01/09 REV. NO 0011 ANGLE RIDGE BRACE ASSEMBLY BR09N9 SLOPES GREATER THAN 4:12 ADJUST. CODES GAGE mIlicneters DEPTH SHAPE GAG= 07 = 7" ZS = ZEE 11 = 0.113 08 = 8 1/2" CS = CEE 12 = 0.098 10 = 10" ES = LOW EAVE STRUT 13 = 0 0138 11 = 11 1/2" HIS - HIGH EAVE STRUT 14 = 0.079 BB = BACK TO BACK CEE FB = FACE TO BACK CEE 15 = 0.073 FF = FACE TO FACE CEE 16 = 0.068 17 = 0.060 `07/01/D9 I REV. NO °0 SPECIAL SECONDARY PART MARK � EY EN51B2 COMMON GENERATED MARK NUMBERS REVIEVVED FOR CODE COMPLIANCE JUL Q 5 2015 INTERWEST CONSULTING GROUP PERMIT #= ' BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR iC�O�( (DECOMPLIANCE �l. 1 nn rc I 1 .O BY ROOF SECONDARY SED'S 1 4v C 75014 rn I *, EXP. 12/31/201 ? A 1-t CAS BuLDER: North Valley Building Systems, Inc. 1502236501 CUSTOMER: DATE: LOCATChico, California BUTLER 12/21/2015 DRAVVWCF ECK: PROJECT: North Valley Ag Butler Manufacturing SCN / H.A PAGE: BuLDER's POA. RFQ VPC VERSION: 2015.2a 18 R dvlelon of BlueSoope B"Ildnpe Nonh Am dm, Iw. PGi CLIP WELDED CLIP CONNECTION a ALT. CONNECTION ENDBAY ROOF a PURLIN BOLTED CLIP CDNNECTION ALT. CONNECTION BUILDER'S PON: RFQ CLIPS MAY BE REQUIRED FOR ® PURLIN TO FRAME CONNECTIONS. REFER TO INDIVIDUAL FRAME CROSS SECTIONS FOR BOLTED CLIP PART NUMBERS AND THEIR LOCATIONS. F,y U ro .` 4Y 11 RAKE BEAM REV DATE06P7/15 REv.NO. 02 11 PURLIN CONNECTION TO END FRAME CONTINUOUS PURLINS RS02T1 11 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. VPC FLENAME 15-022585-01 8 PURLIN PURLIN R EPC2 EPC3 )R PURLINPC27 ARC1 PURLIN _�- NN�- , I� SECTION SECTION A" WE LDED CLIP BOLTED CLIP E P GAGE ANGLE Py FOR 5P GE ( ) REFER TO ERECTION DRAWINGS BP FOR ALL CLIP MARK NUMBERS PSE AND LOCATIONS. 8 A 7" OR B 1/2" PURLINS RAFTER E:08/11/1+ (REV. N°.D>4J ANTI -ROLL PURLIN CLIPS RS03J1 WHEN REQUIRED BY DESIGN THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. REV. DATF-07/01/091 RE RS11SB —1/4-14 x 1 1/4" STRUCT FSNR (55307) AT EACH END OF GA-- REMOVE DURING ROOF PANEL II" ZEE PURLIN GAGE (GA -- FRAME MEMBER INSET GIRTS 9 OUTSET GIRTS LOW SAVE CONDITION OVER 4:12 ROOF PITCH (EMBER THIS DRAWING, INCLUDING THE INFORMATION HEREON,` REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. ANCHORAGE STRL 00008JS- TYP. BRACE RODS (SEE ERECTION NOTE: SEE BRi6J2 FOR CONNECTION DETAILS. ALIGN STRUTS HATH CHANNEL BRACES -----\-CHANNEL BRACES (SEE ERECTION DWOS) ANCHORAGE STRUT LAYOUT - 1 OR 2 BRACES ANCHORAGE STRL 00008JS_ TYP, BRACE RODS (TY". (SEE ERECTION DWG ALIGN STRUTS WITH CHANNEL BRACES _CHANNEL BRACES (SEE ERECTION DWGS) ANCHORAGE STRUT LAYOUT — 3 OR 4 BRACES DAIE'03/18/14 1 REV. NO. 01 ANCHORAGE STRUT LAYOUT BR09U8 TYPICAL AT LOW EAVE PURLIN AF A U ANCHORAGE STRUT (00008JS_) ROD DIAMETER CLEVIS PIN 3/8" or 1/2" 1 1/4" PIN COMPOSITE PURLIN IF REO'D - DO NOT ATTACH TO STRUT m 1 `(2) 1/2" A375 BOLTS (2) 1/4-14 (55307) (FIELD DRILL 9/16" DIA. FSNR. TYP. U.N.O. HOLES AS REQUIRED) (4) 1/2" A325 BC -TS (FIELD DRILL 9/16" DIA. HOLES AS REOUIRED) CLEMS PIN W/ COTTER PIN (`_EE CHART) _RWF_ PLATE NOTES: �0 I t 0 (7RWFO762164) 1, ALIGN ANCHORAGE STRUT (00008JS_) BELOW CHANNEL BRACES. 0 2. ROD ANGLE =45' ANCHORAGE STRUT SECTION "A" REF: DP4.7.1 SEC11ON E REV. OATVD3/18/1+ FRE NO. LOW EAVE ANCHORAGE STRUT BR16,12 ON ALL PURLINS PERMIT# 'J` `0 � 6 �Q� BUTTE COUNTY DEVELOPMENT SERVICES ECOPNCODML FOR DATE -- +f O — BY S BUTLER MANUFACTURING 1640 GENESSEE ST. KANSAS CITY, MO 64102 DATE I By: I DESCRIPTION: DRANJNG SCALE: NTS 12212015 SEDShsat WI._ VIA ROOF SECONDARY SED'S 2 BUILDER: North Valley Building Systems, Inc. CUSTOMER: LOCAT",: Chico, California PROJECT: North Valley Ag BUILDER'S PON: RFQ REVIEWED FOR CODE CO+,P?LIANCE JUL 05 2016 INTE-RkNEST CONSULTING GROUP Q,�,pFESS/p- ',' \ 04 '' C 75014 EXP. 12/31/201'9 - PERMIT 2131/201'9 - 1502256501 DATE: BUTLER 12/21/2015 . DRAVV XFECK Butler Manufacturing VPC VERSIW. 2015.2a / H.A E: PPGE: O 19 a &vision or BluaSoops Sull&ngs North Aln da, Irk. Secondary Part Schedule 1502256501 CUSTOMER: DATE: LOCATION: Chico, California BUTLER ® Butler Manufacturing Mark Part Thick. Depth Lap Detail VPC VERSION: 2015.2a20 G149(Flip) 08C1909414EE10 0.0790 8 1/2" WS01H2 G150(Flip) 08C1909416EE10 0.0680 8 1/2" WS01H2 G151(Flip) 08C1909415EE10 0.0730 8 1/2" WS01H2 G161(Flip) 00308CS130071710 0.0600 8 1/2" WS01H2, WSO4E2 G164(Flip) 00608CS050871710 0.0600 8 1/2" WS01H2, WSO4E2 G165(Flip) 00108CS180671410 0.0790 8 1/2" WS01H2, WSR004 G166(Flip) 00208CS180671510 0.0730 8 1/2" WS01142, WSR004 G167(Flip) 00408CSO40231710 0.0600 8 1/2" WS01H2, WSO4E2 G168(Flip) 00508CS141151610 0.0680 8 1/2" WS01H2, WSO4E2 G169(Flip) 00708CS180421410 0.0790 8 1/2" WSR004, WS01H2 G170(Flip) 00808CS180371510 0.0730 8 1/2" WSR004, WS011-12 G171(Flip) 00908CS121071710 0.0600 8 1/2" WSO4E2, WS01H2 BL 2 GFA206 1 GFA200 O Part Mark Key 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. VPC FILENAME: 15-023565.01 20'-0" CL THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 20'-0" CL 80'-0" SECONDARY ELEVATION AT 1 20'-0" il20'-0" CL Shape Name = Bulk Storage, Wall = 1 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. 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 BUTLER MFG. 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BL PERMIT #_..., 1 b �, 1 BUTTE COUNTY DEVELOPMENT SERVICES RIEWFOR CODE COMPLIANCE { � DATE L I � BY BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I BY: I DESCRIPTIO. DRAMA NG SCALE NTS REVIEWED FOR CODE COMPLIANCE JUL 0 5 2010 INTERWEST CONSULTING GROUP QRpF ESS/�� 0 qG✓�F� LLJC 75014 �'° Fri SECONDARY ELEVATION AT 1 EXP. 12/31/201 r?A ral I j 0, BUILDER: North Valley Building Systems, Inc. 1502256501 CUSTOMER: DATE: LOCATION: Chico, California BUTLER ® Butler Manufacturing 12/21/2015 OFAV N/CHECK: SCN / H.A PROJECT: North Valley Ag PAGE: BUILDER'S PON RFQ VPC VERSION: 2015.2a20 e division of BluaScooe Buildings North America, Inc. VPC FILEWUAE 15-02256541 VPC FILENAME 15-02258501 Secondary Part Schedule Mark Part G150(Flip) 08C1909416EE10 G154(Flip) 08CO110417DE10 G155(Flip) 08C1709417EE10 G156(Flip) 08C1909417EE10 G157(Flip) 08C1903417EE10 Bracing Part Schedule Part Qty Length 07RS2503 4 25'-3" NOTE TO DETAILING Cut-back Girt 7" From BL @ GL -10 For Seismic Separation 4 4'-0" Depth Lap 3 4'-6" 0.0680 2 2'-0" WS01H2 1 6" 8 1/2" ❑ Dimension Key Thick. Depth Lap Detail 0.0680 8 1/2" WS01H2 0.0600 8 1/2" WS01H2 0.0600 8 1/2" WS01H2 0.0600 8 1/2" WS01H2 0.0600 8 1/2" WS01H2 Detail BR02H1 2 GFA106 1 G154(Typ.)(Flip) O Part Mark Key 1 2 3 4 5 6 7 8 9 10 ----------------------------------------- ----- -------- ------- SO 01? ---SO20S Fli _G150 (Flip) G150(Flip)'G150(Flip) G150(Flip) 150(Fli150I Vk 1 y P THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED BUTLER MANUFACTURING 1640 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT E 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR REV DATE: BY: DESCRIPnON: BUILDER: North Valley Building Systems, Inc. CUSTOMER: BUTLER J'JB0 1502256501 STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DATE: LOCATION: Chico, California ® Manufacturing Butler Manufacturin VPC VERSION: 2015.2a 12/21/2015 DRAWN/CHECK SCN / H.A PROJECT. North Valley Ag PAGE: 23 Open �� BL 19'-6" 20'-0" CL 20'-0" 20'-0" CL CL CL 160'-0" 20'-0" 20'-0" CL CL SECONDARY ELEVATION AT E Shape Name = Bulk Storage, Wall = 4 20'-0" t CL 18'-0" 'IL CL PERMIT # BU TE COUNTY DEVELOPMENT SERVICES PNCORE EVIEWED CMLI FOR b BYDATEn 1 BL REVIEWED FOR CODE COMPLIANCE JUL 0 5 2015 INTERWEST CONSULTING GROUP PROF S i\ �ERTO yA 4 < C 75014 m rp EXP 12/31/201 . 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED BUTLER MANUFACTURING 1640 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT E 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR REV DATE: BY: DESCRIPnON: BUILDER: North Valley Building Systems, Inc. CUSTOMER: BUTLER J'JB0 1502256501 STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DATE: LOCATION: Chico, California ® Manufacturing Butler Manufacturin VPC VERSION: 2015.2a 12/21/2015 DRAWN/CHECK SCN / H.A PROJECT. North Valley Ag PAGE: 23 DRAW NG SCALE NTS BUILDER'SPoo. RFQ VPC FILENAME 1502258501 ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALL IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT WALL BRACE ROD REN BATE:05/10/10 RE". "°.°' ROD BRACING THRU ROD SLOT BRD2H1 COLUMN SHOWN / RAFTER SIMILAR 8 1/2" GIRT CLIP (GC5) 10" GIRT CLIP (GCE—) MAY BE SHOP WELDED (GC2 OR GCB-) COLUMN L --ZEE GIRT SHOWN CEE GIRT SIMILAR WS01H2 8 1/2" & 10" INSET GIRT GIRT CONN. AT COLUMN INSET GIRTS 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. VPC FILENAME: 15-022565-01 BRACE g FRAME BRACE ROOF LOCATION I LOCATION SECONDARY -�• MEMBER A--c i _ �— FLANGE BRACE (GFB-) OR (HrB-) CLIP REO'D W/ THICK FLANGES FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER. 0 ALTERNATE CONNECTIONS FLANGE BRACE REQUIREMENTS: RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON 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). 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 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. N0. 00 TYPICAL FLANGE BRACE CONNECTIONS BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN AKE TEAM UAbLL UIN I l.ur AT 7" & 10" GIRT (RIGHT SHOWN) (GC18-) AT 8 1/2" GIRT (GC20-) AT 11 1/2" GIRT REV. DATE.07/2J/13 REV.Na.� GABLE GIRT CONN. TO RAKE BEAM WSO4E2 INSET GIRTS THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. ADJUST. CODES GAGE EIGHTHS INCHESI LENGTH FFETI (millimeters) SHAPE WASHERS DEPTH SHAPE GAGE 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" 1 095239 095949 095949 043659 REN BATE:05/10/10 RE". "°.°' ROD BRACING THRU ROD SLOT BRD2H1 COLUMN SHOWN / RAFTER SIMILAR 8 1/2" GIRT CLIP (GC5) 10" GIRT CLIP (GCE—) MAY BE SHOP WELDED (GC2 OR GCB-) COLUMN L --ZEE GIRT SHOWN CEE GIRT SIMILAR WS01H2 8 1/2" & 10" INSET GIRT GIRT CONN. AT COLUMN INSET GIRTS 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. VPC FILENAME: 15-022565-01 BRACE g FRAME BRACE ROOF LOCATION I LOCATION SECONDARY -�• MEMBER A--c i _ �— FLANGE BRACE (GFB-) OR (HrB-) CLIP REO'D W/ THICK FLANGES FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER. 0 ALTERNATE CONNECTIONS FLANGE BRACE REQUIREMENTS: RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON 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). 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 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. N0. 00 TYPICAL FLANGE BRACE CONNECTIONS BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN AKE TEAM UAbLL UIN I l.ur AT 7" & 10" GIRT (RIGHT SHOWN) (GC18-) AT 8 1/2" GIRT (GC20-) AT 11 1/2" GIRT REV. DATE.07/2J/13 REV.Na.� GABLE GIRT CONN. TO RAKE BEAM WSO4E2 INSET GIRTS THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. ADJUST. CODES GAGE EIGHTHS INCHESI LENGTH FFETI (millimeters) SHAPE DEPTH DEPTH SHAPE GAGE 07 = 7" Z = ZEE 11 = 0.113 08 = 8 1/2" C = CEE 12 = 0.098 10 = 10" E = LOW EAVE STRUT 13 = 0.088 11 = 11 1/2' H = HIGH EAVE STRUT 14 = 0.079 15 = 0.073 16 = 0.068 17 = 0.060 ftEV. DAT E: °7/01/09 REV. No.oO SECONDARY PART MARK NUMBER COMMON GENERATED MARK NUMBERS EN5181 GIRT CLIP (BOLTED)(WELDED) CORNER COLUMN (GC5) (002) AT 8 1/2" GIRT (GCE-) (GCB_) AT 10" GIRT ENDWALL GIRT 8 1/2" & 10" INSET SIDEWALL �t GIRT q l® \ y 6 ¢ FRAME GIRT CLIP (BOLTED)(WELDED) ( "" )(GC64-) AT 7" GIRT GIRT FILLER ANGLE (GC34-)(GC65-) AT 8 1/2" GIRT (GFA-) W/ (3) 55307 (GC62-)(GC66-) AT 10" GIRT (GC63_)(GC67-) AT 11 1/2" GIRT SEE DETAIL WSR007 FOR BOLTED CLIP TO 7" GIRT 8 1/2- & 10" INSET SW GIRTS REV DATL'09/10/15 IREv NO.00 GIRT CONN. AT CORNER COLUMN ANY INSET GIRT AT EW, INSET GIRT AT SW WSR004 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. R 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 BUTLER MFG. 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 BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. e : ___ .._ —. .. - -r -,•.- r it ADJUST. CODES GAGE mllllmeters DEPTH SHAPE CAGE 07=7" ZS=ZEE 11 =0.113 08 = 8 1/2" CS = CEE 12 = 0.098 10 = 10" ES = LOW EAVE STRUT 13 - O.DB8 11 = 11 1/2" HS = HIGH EAVE STRUT 14 = 0.079 BB = BACK TO BACK CEE FB = FACE TO BACK CEE 15 = 0.073 FF = FACE TO FACE CEE 16 = 0.068 17 = 0.060 REV. DAT E. 07/01/09 1 REV. NO. DO SPECIAL SECONDARY PART MARK KEY EN5182 COMMON GENERATED MARK NUMBERS 48' UP REV, DATEf07/01/09IF? EN53F1 1 � - rj LZ PERMIT # BEREVIEWED FOR sEavlcEs CODE CO MPLIANCE DATE R ( `IA 6 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I BV: I DESCRIPTION: DRAWNO SCALE NTS 1202015 SEDSheet DW-!kL WALL SECONDARY SED'S BLMDER North Valley Building Systems, Inc. CUSTOMER: wcATION Chico, California PROJECT: North Valley Ag BuLDER'SPO# RFQ 2 5/8" PURLIN AND GIRT SIZES 8 1/2" 216mm REVIEWED FOR CODE COMMPLIANCE JUL 0 5 2010 INTERWEST CONSULTING GROUP �CFESS10j pQ t`�� 0 AG6.5 Ui��c� °= 1213112p1� EXP• * . :1 OF 1502236501 DATE: BUTLER 12/21/2015 - DRAANCt.ECK SCN / H.A Butler Manufacturing PAGE: vPC VERSION: 2015.2a 24 e division of BlueSwpe Bulklnp North Arteria, Ins. N W E s SITE PLAN NO SCALE RAILROAD SPUR j CONC. LANDING w/ 2% MAX. SLOPE FLUSH THRESHOLD w/ F.F. AT ALL BUILDINGS EXITS ACCESSIBLE PATH OF TRAVEL ... NOTE: EACH PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE, CONSISTING OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON A DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 INCHES SQUARE IN AREA AND, WHEN IN A PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80 INCHES FROM BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. SIGNS MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE VAN ACCESSIBLE SPACES SHALL HAVE AN ADDITIONAL SIGN STATING 'VAN—ACCESSIBLE' MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. SIGNS IDENTIFYING ACCESSIBLE PARKING SPACES SHALL BE LOCATED SO THEY CANNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. 1 1/2' ROUND GALVANIZED STEEL PIPE ARKING SURFACE CCESSIBLE PARKING SIGN H-7•1 NOT TO SCALE PROJECT DIRECTORY OWNER: NORTH VALLEY AG 4936 BELL ROAD CHICO, CA PROJECT ENGINEER: SUMMIT STRUCTURAL DESIGN 383 RIO UNDO AVE CHICO, CA 95926 (530) 592-4407 GENERAL CONTRACTOR: TROY FERGUSON NORTH VALLEY BUILDING SYSTEMS 30 SEVILLE COURT CHICO, CA 95928 (530) 345-7296 PROPOSED CONSTRUCTION: 80'X 160'X 16'METAL BUILDING NOTE: BUILDING LOCATIONS SHOWN AS APPROXIMATE. ACTUAL DIMENSIONS SHALL BE VERIFIED IN THE FIELD. EXISTING FERTILIZER WAREHOUSE ��■eat �, I� s AREA OF INTEREST OTE: I 'ER �,IROUP dXISTING PRIVATE RAIL ROAD SPUR LINE EXISTING WATER: (1) 12,000 GALLON AND (1) 9,000 GALLON TANK WITH PUMP— ±150' UMP— ±150' TO NEAREST ARCHITECT OF RECORD EXISTING SHOP PERMIT # � lv - 2 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE /COMPLIANCE DATE ^�, BY j DENOTES VEHICLE ACCESS ROUTE TO PROPOSED BUILDING SITE NOTE OVERALLSITE PLAN EXISTING *OFFICE BUILDING HAS EXISTING (1) ACCESSIBLE PARKING SPOT AND ACCESSIBLE PATH OF TRAVEL TO BOTH MEN'S AND WOMEN'S ACCESSIBLE RESTROOMS. SEE PLAN SHEET Cl OF 12 FOR EXISTING Sip AR�y QOFFICE ADDITION PROVIDED BY CRANDALL ENGINEERING DATED 4/4/14. GREGORY PEITZ, AIAv �l�©' � cDRAWING INDEX 383 RIO UNDO AVE CHICO, CA 95926 * No. G 21282 (530) 894-5719 Al ...................SITE PLAN/CODE ANALYSIS A2...................NEW 80x160 BUILDING FLOOR PLAN/ELEVATIONS/SECTION S1...................NEW 80x160 BUILDING FOUNDATION PLAN CODE ANALYSIS GOVERNING CODES: 2013 CBC 2013 CEC 2013 CPC 2013 CMC 2013 CFC 2013 CALIF. HEALTH & SAFETY CODE AND AMENDMENTS 2013 CALIF. BUILDING ENERGY EFFICIENCY STANDARDS Q. 2013 CALIF. BUILDING CODE CHAPTER 11 2013 CAL GREEN BUILDING STANDARDS l OCCUPANCY GROUP: S2 - LOW HAZARD STORAGE (SULFATE OF POTASH) OCCUPANCY SEPARATION: NONE ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503) ALLOWABLE AREA: 26,000 S.F. x (75% INCREASE FOR OPEN YARDS (OVER 30' ON (4) SIDES)) = 45,500 S.F. ACTUAL FLOOR AREA: 20,800 S.F. (EXISTING) + 12,800 S.F. (PROPOSED) = 33,600 S.F. ALLOWABLE STORY/HEIGHT: 4/55' ACTUAL STORY/HEIGHT: 1/16'-0" CONSTRUCTION TYPE: TYPE IIB FIRE -RESISTANCE RATINGS: NONE EXTERIOR WALL SEPARATION: NONE RATED CONSTRUCTION: CHAPTER 7 PROJECTIONS: NON -RATED (SECTION 704.2) OPENINGS: UNLIMITED UNPROTECTED (TABLE 704.8) AUTOMATIC SPRINKLER: NONE NUMBER OF EXIT REQ'D: 1 OCCUPANT LOAD: 33,600 S.F./500 S.F. PER OCCUPANT = 68 OCCUPANTS STRUCTURAL DESIGN DESIGN LOADS FOR NEW BUILDINGS PER BUTLER BUILDING SYSTEMS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O.: B) SEISMIC: SEISMIC IMPORTANCE FACTOR: 1 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.62, S1= 0.28 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.5390, SD1= 0.3435 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEMS: ORDINARY STEEL MOMENT FRAMES AND ORDINARY STEEL CONCENTRICALLY BRACED FRAMES SEISMIC BASE SHEAR: SEE ATTACHED CALCULATIONS BY BUTLER BUILDING SYSTEMS RESPONSE MODIFICATION FACTOR: R(ORDINARY STEEL MOMENT FRAMES)= 3.5 R(ORDINARY STEEL CONC. BRACED FRAMES)= 3.25 ANALYSIS PROCEDURE USED: SEE ATTACHED CALCULATIONS BY BUTLER BUILDING SYSTEMS C) WIND: WIND SPEED: 110 MPH WIND EXPOSURE: C BASIC WIND PRESSURE: 25.26 PSF D) GRAVITY LOADS: J Ij 0 3 20 LIVE LOADS: ROOF..............................................20 PSF REDUCIBLE FOUNDATION STRUCTURAL DESIGN PER SHEET S1 AND ATTACHED STRUCTURAL CALCULATIONS BY SUMMIT STRUCTURAL DESIGN. QRgsS/o/v C � �N 6 1 8,—, J� CIV1 1\1� gTFOF CAL 0� a0l02 A (o THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS am .� /JPO• 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com ■ ■ NORTH VALLEY BUILDING SYSTEMS v >_ Q Uj J J Q z�u 1 �O Z = W 0v 0 1 Q / O Z O U q w J J m zm J � QQ01 J W Wr-i �- O 00 V) REVISIONS: �1 RTPC #1 05/10/16 DATE: 01/22/16 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 16-101 SHEET: Al Q� REVIE JED FOR CODE COMPLIANCE USING TI1E FOLLOWING CODES: ❑ 2013 CALIF ORNIA RESIDENTIAL CODE %'-* 2013 (ALI -RNIA BUILDING CODE V'--2013 CALI 'ARNIA ELECRTICAL CODE 201`3,(, ALU IRNIA PLUMBING CODE 2013 t7�t,l.11 JRNIA MECIIANICAL CODE 1a U- 2013 CALL 2013 CAL11 ORNIA ENERGY CODE ORNIA GREEN BUILDING STANDARDS CODE ❑ 2013 CALII ORNIA BUILDING CODE — STRU TUBAL PROVISIONS ONLY ❑ 2013 CALII ORNIA FIRE CODE ❑ OTIiER: CO 'LETION OF THIS REVIEW DOES Awl 6 PROCEED IN VIOLATI + CONSTRI CTION TO STATE OR LOCAL REGULATMETAL BUILDING BY: DATE:___-l��t._ IN ERWEST CONSULTING GROUP EXISTING FERTILIZER WAREHOUSE ��■eat �, I� s AREA OF INTEREST OTE: I 'ER �,IROUP dXISTING PRIVATE RAIL ROAD SPUR LINE EXISTING WATER: (1) 12,000 GALLON AND (1) 9,000 GALLON TANK WITH PUMP— ±150' UMP— ±150' TO NEAREST ARCHITECT OF RECORD EXISTING SHOP PERMIT # � lv - 2 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE /COMPLIANCE DATE ^�, BY j DENOTES VEHICLE ACCESS ROUTE TO PROPOSED BUILDING SITE NOTE OVERALLSITE PLAN EXISTING *OFFICE BUILDING HAS EXISTING (1) ACCESSIBLE PARKING SPOT AND ACCESSIBLE PATH OF TRAVEL TO BOTH MEN'S AND WOMEN'S ACCESSIBLE RESTROOMS. SEE PLAN SHEET Cl OF 12 FOR EXISTING Sip AR�y QOFFICE ADDITION PROVIDED BY CRANDALL ENGINEERING DATED 4/4/14. GREGORY PEITZ, AIAv �l�©' � cDRAWING INDEX 383 RIO UNDO AVE CHICO, CA 95926 * No. G 21282 (530) 894-5719 Al ...................SITE PLAN/CODE ANALYSIS A2...................NEW 80x160 BUILDING FLOOR PLAN/ELEVATIONS/SECTION S1...................NEW 80x160 BUILDING FOUNDATION PLAN CODE ANALYSIS GOVERNING CODES: 2013 CBC 2013 CEC 2013 CPC 2013 CMC 2013 CFC 2013 CALIF. HEALTH & SAFETY CODE AND AMENDMENTS 2013 CALIF. BUILDING ENERGY EFFICIENCY STANDARDS Q. 2013 CALIF. BUILDING CODE CHAPTER 11 2013 CAL GREEN BUILDING STANDARDS l OCCUPANCY GROUP: S2 - LOW HAZARD STORAGE (SULFATE OF POTASH) OCCUPANCY SEPARATION: NONE ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503) ALLOWABLE AREA: 26,000 S.F. x (75% INCREASE FOR OPEN YARDS (OVER 30' ON (4) SIDES)) = 45,500 S.F. ACTUAL FLOOR AREA: 20,800 S.F. (EXISTING) + 12,800 S.F. (PROPOSED) = 33,600 S.F. ALLOWABLE STORY/HEIGHT: 4/55' ACTUAL STORY/HEIGHT: 1/16'-0" CONSTRUCTION TYPE: TYPE IIB FIRE -RESISTANCE RATINGS: NONE EXTERIOR WALL SEPARATION: NONE RATED CONSTRUCTION: CHAPTER 7 PROJECTIONS: NON -RATED (SECTION 704.2) OPENINGS: UNLIMITED UNPROTECTED (TABLE 704.8) AUTOMATIC SPRINKLER: NONE NUMBER OF EXIT REQ'D: 1 OCCUPANT LOAD: 33,600 S.F./500 S.F. PER OCCUPANT = 68 OCCUPANTS STRUCTURAL DESIGN DESIGN LOADS FOR NEW BUILDINGS PER BUTLER BUILDING SYSTEMS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O.: B) SEISMIC: SEISMIC IMPORTANCE FACTOR: 1 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.62, S1= 0.28 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.5390, SD1= 0.3435 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEMS: ORDINARY STEEL MOMENT FRAMES AND ORDINARY STEEL CONCENTRICALLY BRACED FRAMES SEISMIC BASE SHEAR: SEE ATTACHED CALCULATIONS BY BUTLER BUILDING SYSTEMS RESPONSE MODIFICATION FACTOR: R(ORDINARY STEEL MOMENT FRAMES)= 3.5 R(ORDINARY STEEL CONC. BRACED FRAMES)= 3.25 ANALYSIS PROCEDURE USED: SEE ATTACHED CALCULATIONS BY BUTLER BUILDING SYSTEMS C) WIND: WIND SPEED: 110 MPH WIND EXPOSURE: C BASIC WIND PRESSURE: 25.26 PSF D) GRAVITY LOADS: J Ij 0 3 20 LIVE LOADS: ROOF..............................................20 PSF REDUCIBLE FOUNDATION STRUCTURAL DESIGN PER SHEET S1 AND ATTACHED STRUCTURAL CALCULATIONS BY SUMMIT STRUCTURAL DESIGN. QRgsS/o/v C � �N 6 1 8,—, J� CIV1 1\1� gTFOF CAL 0� a0l02 A (o THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS am .� /JPO• 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com ■ ■ NORTH VALLEY BUILDING SYSTEMS v >_ Q Uj J J Q z�u 1 �O Z = W 0v 0 1 Q / O Z O U q w J J m zm J � QQ01 J W Wr-i �- O 00 V) REVISIONS: �1 RTPC #1 05/10/16 DATE: 01/22/16 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 16-101 SHEET: Al Q� ENDWALL ELEVATION (OTHER END OPEN TO (E) BUILDING) NO SCALE BUILDING SECTION NO SCALE MAXIMUM FORCE REQUIRED FOR I. PUSHING OR PULLING HINGED DOORS SHALL BE 5 POUNDS, TYP. a rA O �t COOL BIRCH WHITE i 1 COMPOSITION ROOFING OVER 5/8" PLYWOOD OVER METAL BUILDING PURLINS BY OTHERS 20'-0" =8 2 SI DEWALL ELEVATION (OTHER SIDE SIMILAR) NO SCALE 4 5 6 0'-0" 3 20'-0" 20'-0" 20'-0" 20'-0" A A2 ACCESSIBLE NOTES: 1. ALL DOORS SHALL BE EQUIPPED w/ EITHER PUSH/PULL OR LEVER HANDLED LOCKETS. 2. ALL PERMANENT SIGNAGE SHALL ALSO HAVE RAISED LETTER AND BRAILLE SIGNAGE ADJACENT TO THE DOOR. I PERIMETER OF REQUIRED LANDING. LANDING SLOPE PULL SIDE NOT TO EXCEED 2% IN ANY DIRECTION ' 24" MIN. I CLEAR AT EXTERIOR DOORS 18" MIN. �_CLEAR AT INTERIOR DOORSI I I � 12" z PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED 00 PUSH SIDE w/ BOTH A LATCH AND A I I CLOSER TYPICAL DOOR LANDING CLEARANCES 1 NO SCALE FLOOR PLAN SCALE: 1/8" = 1'-0" 8" THICK X 8'-01" CONCRETE WALL 7 m X—BRACING 0 9 10 2' 6" f GAP }HERMIT # 24 - () 9 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE (POf MPLIANCE DATE_. 1 1 1 BY yyj QWESS/0/ 9 C. z � z LCLJ aN 69 8(D * E /1 '-p �TFOF CAL 0� 0c/17/1( THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com I ` NORTH VALLEY BUILDING SYSTEMS z 0 Iii - U WQ W J r / Q Q z =V moo z V DC V Q O LL 0 LLJ z o J J W 5 w m \� m l0 Z<m F_ (3) W q:1 G X 00 O O LL REVISIONS: AiRTPC#1 05/12/16 2 RTPC#2 06/14/16 DATE: 01/08/16 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 16-101 SHEET: A2 BAR CONCRETE STRENGTH F'c = PSI GENERAL NOTES 4000 1. GENERAL 6000 ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. #3 THE ENGINEER HAS PROVIDED AND IS RESPONSIBLE FOR SPECIFIC STRUCTURAL ITEMS ONLY, ALL OTHER REQUIREMENTS 24 OF THE BUILDING CODE INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS 20 REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL 21 DESIGN CALCULATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. SHOULD ANY CHANGES BE MADE 17 FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN #4 THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. 32 THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED 26 _ STOP AND OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF 25 22 CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, #5 46 AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, 36 33 SCAFFOLDING, ETC. 36 31 IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, 25 #6 THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN 48 43 DOCUMENTS. AR SIZE INSIDE 43 ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST 33 30 BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE 81 70 REVIEW OF THE ENGINEER. 57 , #10. #11 ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE 54 48 CONTRACTOR OR OWNER. #8 93 SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1704 OF THE 72 65 CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: 71 62 55 50 w HIGH STRENGTH BOLTING OF METAL BUILDING ABOVE 90 81 74 80 69 62 U THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE ENGINEER OF RECORD 116 z o AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE 82 6 SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. 77 o 63 - 127 110 0� I 90 2. SITE WORK / FOUNDATIONS 00 O � 1 76 69 O ASSUMED MAXIMUM SOIL BEARING = 1500 PSF (NO SOILS REPORT PROVIDED) LU O2i ~ I � - FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. c --I p FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. I 0 USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 00 3. CONCRETE / REINFORCING CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI U.N.O. (DESIGNED BASED ON 2500 PSI MIN.) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. REVISIONS: AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS Al RTPC#1 05/12/16 Q RTPC#2 06/14/16 DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. DATE: 01/08/16 SCALE: 1/81 = 1'-0" CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE JOB NUMBER: 16-101 ACI CODE AND CBC APPENDIX, CHAPTER 19. SHEET: REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 %" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. #5 AND LARGER REBAR SHALL NOT BE RE-BENT. ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. ANCHOR BOLTS SHALL BE ASTM A 307 AND SHALL BE PROVIDED NEW, W/O EXCESSIVE RUST. BAR CONCRETE STRENGTH F'c = PSI 3000 4000 5000 6000 SIZE #3 28 24 22 20 I I I I 21 18 17 16 #4 37 32 29 26 _ STOP AND 28 25 22 20 #5 46 40 36 33 36 31 28 25 #6 56 48 43 39 AR SIZE INSIDE 43 37 33 30 #7 81 70 63 57 , #10. #11 62 54 48 44 #8 93 80 72 65 71 62 55 50 #9 104 90 81 74 80 69 62 57 #10 116 100 90 82 6 89 77 69 63 #11 127 110 99 90 98 85 1 76 69 TOP BARS 2 OTHER BARS NOTES 01 INCREASE LAP LENGTHS 309 FOR LIGHT WEIGHT CONCRETE (115 PCF MAX) AND 339 AT 4 BAR BUNDLES. 02 TOP BARS ARE HORIZ. BARS WITH MORE THAN 12" OF WET CONCRETE PLACED BELOW. 03 MINIMUM CLEAR COVER > dB AND MINIMUM CLEAR SPACING > 2dB. INCREASE LAP LENGTHS 509 IF MINIMUMS NOT SATISFIED. ("dB" = BAR DIAMETER) ® CLASS B SPLICE SHALL BE USED LINO. CLASS A SPLICE = 779 OF CLASS B SPLICE AND MAY BE USED WHERE SPECIFICALLY NOTED IN PLANS AND DETAILS 05 LAP LENGTHS INDICATED ARE IN INCHES. TYPICAL REBAR LAP SCHEDULE (CLASS B) NO SCALE 0 0 N 160'-0" 160'-2" OUT -TO -OUT OF CONCRETE 1 i ( 2) ( 3) ( 4) i 5 2.1 7 D 9 10 20'-0» 220'-0"201-011 20'-0" I --- I . I . 20 -0 18 -0 3'-0" SQ. x 3'-0" THICK FOOTING WITH (6) #4 E.W. TOP AND BOTTOM X -BRACING L I o. 1 �1all ------------------------------ ---------- ----------- ----------- /__4— I I I I I 30• (1) #5 HAIRPIN CONTROL JOINT I I TYPICAL, (21) PLCS CONC. WALL, SEE PLANS 3/4" TYP._, I I Z - 4'-0" SQ. x 3'-0"1 I THICK FOOTING Co - WITH (6) #4 E.W. I tK o (n z -,TOP AND BOTTOM I I I I I I I I I I I I I I I I I I I I FOR COMPLIANCE ONLY WITH THE - �4'-0" SQ. x 3'-0"I I THICK FOOTING( - o I z z _ WITH (6) #4 E.W. ( I C)0 L, z o _ STOP AND BOTTOM I I jo C4 900 HOOK I I I I I I I I I I 2 1/2" MI'. I I I I I I I I 2" HORIZ. BAR BEYOND 1/8m SAWCUT OPTION ) PROVIDE SAWCUT FOR CONTINUE EVERY HORIZ. CRACK CONTROL AT BAR AT CONTROL 10'-0" MAX SPACING IN JOINTS BOTH DIRECTIONS. A ENLARGED PLAN rB WALL ELEVATION 30'-0" 10'-0" MAX. TYP /CONTROL JOINT A B 1/2" WALL JOINT 1/2- WALL JOINT PLAN VIEW I '4'-0" SQ. x 3'-0' I TYPICAL WALL CONTROL JOINT DETAIL 5 THICK FOOTING _ WITH (6) #4 E.W. I I NO SCALE S1 STOP AND BOTTOM 1 1 8" THICK X 8'-0" TALL CONCRETE WALL WITH #4 AT 1 12" O.C. HORIZONTAL AND 6" O.C. VERTICAL, TYPICAL 1 (PROVIDE WALL JOINTS PER 5/S1) E LRRACING � J --------- _ - 3'-0" SQ. x 3'-0" THICK FOOTING WITH (6) #4 E.W. TOP AND BOTTOM - 1'-0" WIDE x 1'-0" THICK FOOTING WITH #4 TOP AND BOTTOM CONT., TYP. (PROVIDE (2) #4 TOP AND BOTT. CONT. AT FUTURE OPENING) 900 HOOK �` '�__1350 HOOK "D" TYP. � BAR SIZE INSIDE DIAMETER "D" tK o (n z �N 691 #3, #4, #5 4d gTF\V- OF CALF #6, #7, #8 6d *7 lie ag FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL of Ir STI RRU PS AN D TI ES C)0 L, 383 Rio Lindo Ave. jo C4 900 HOOK 4d Chico, CA 95926 2 1/2" MI'. P. 530.592.4407 SummitChico.com NORTH VALLEY BUILDING SYSTEMS -o Ln r#3.. _sl�-1800 HOOK (14 AR SIZE INSIDE DIAMETER "D" #5, #6, #7. #8 6d , #10. #11 8d Q #14. #18 10d w HOOKS AND BENDS Q SEE LAP SCHEDULE FOR U CONCRETE OR GENERAL = NOTES FOR MASONRY O�� (1 z z- = I L O O v ' 1 6 I— z O OFFSET AND SPLICES TYPICAL REBAR BENDING DETAIL F -5" 2 5'-0" WIDE x 1'-6" THICK FOOTING S1 WITH 5 #4 TOP AND BOTTOM, AND #4 TYP. AT 6" O.C. BOTTOM TRANSVERSE, TYP. FOUNDATION PLAN STEEL COLUMN, BY OTHERS N EDGE OF STEEL A.B. PER PLAN - 2» 3 4" I. SCALE: 1/8" = 1'-0" - PROVIDE #4 VERTICAL AT 24" 2" 2" O.C. AT EXTERIOR SIDE OF CONCRETE WALL, TYPICAL 87 THICK CONCRETE WALL X • 8'-0" MAX HEIGHT WITH #4 AT 6" O.C. VERTICAL AND #4 AT 12" O.C. HORIZONTAL, TYP. (f'c = 2500 PSI, Fy = 60 KSI) • HOOK REINFORCING AROUND COLUMNS BOLTS AT HAIRPIN TIE 8" THICK SLAB ON GRADE PER PLAN WITH #3 AT 14" O.C. E.W "-- 3" CLR #4 AT 6" O.C. TRANSVERSE BOTT. AND (5) #4 CONT. TOP AND BOTT., TYPICAL 5'-0" DETAIL AT PERIMETER FOOTING NO SCALE J I-- or OzwJ mwo o o U m W U zwo� Q 6" GAP [L\ PERMIT # V 6 - o 9 b Z BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED CODECOMPLIANCE DATE r '" ` BY w .�� ANCHOR BOLT SCHEDULE TYPE A.B. SIZE EMBEDMENT II=1111= - �,. TYPICAL-.,. (4)/,4' DIAD, 15" ANCHORODDS ALL: CONFORM TO ASTM F1554 GR. 36 WITH PLATE --- -- WASHER �In211/4",;;_' X 2 1/4" SECURED WITH DOUBLE NUTS, TYP. NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY BUTLER METAL BUILDING CORP. FOR ANCHOR BOLT SPACING. VERIFY ALL NON—STRUCTURAL BOLTS FOR OPENINGS AND DOORS AS THEY MAY OR MAY NOT HAVE BEEN SHOWN ON THIS PLAN. ANCHOR BOLT SCHEDULE NO SCALE S Q00'ESS/o/ � C. 'j l <1�1 o (n z �N 691 x /1 gTF\V- OF CALF *7 lie THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com NORTH VALLEY BUILDING SYSTEMS Ln I Q - w Q U LnF- = O�� z z- = I L O O v ' 1 I— z O 0J Q J _j LU CL 0- n Ca m zJ(.0 d' LU O2i Lli � - c --I X 0 00 D REVISIONS: Al RTPC#1 05/12/16 Q RTPC#2 06/14/16 DATE: 01/08/16 SCALE: 1/81 = 1'-0" DRAWN BY: ACJ JOB NUMBER: 16-101 SHEET: 1