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HomeMy WebLinkAboutB15-0356 040-310-087STORM NATER MITIGATION PLAN THE FOLLOWING ARE BEST MANAGEMENT PRAGTIGE5 AND MINIMUM 5TAI5 FOR SEDIMENT AND EROSION CONTROL FOR PROJECTS DISTURBING LE55 THAN ONE ACRE. THESE PRACTICES SHALL BE IN PLACE THROUGHOUT THE PERIOD OF OCTOBER 15 THROUGH APRIL 30. BUILDING OFFICIAL SHALL GIVE NOTICE HIEN PRACTICES MAY BE REQUIRED THROUGHOUT THE YEAR BASED ON WEATHER CONDITIONS. I. LIMIT 501L WORK TO PERIODS OF DRY WEATHER BETWEEN APRIL 15 TO NOVEMBER 15. MULCH PROTECT, HYDRO -SEED, OR OR OTHER1,15E STABILIZE THE 501L CN ALL AREAS WITH A SLOPE OF 10% OR GREATER THAT HAVE BEEN DISTURBED OR HAVE BEEN CLEARED OF VEGETATION AND ARE OF ERODIBLE MATERIAL. 2. ADJACENT PAVED PUBLIC HAYS SHALL REMAIN FREE OF DEBRIS AND SOILS REMOVED FROM CONSTRUCTION 51TE AT ALL TIMES. USE WATTLES TO MAINTAIN SITE RUNOFF OVER CURBS, GUTTERS /AND 51DEHALKS. USE DRAIN INLET PROTECTION DEVICES AND CATCH BASIN FILTERS AT ALL STORM WATER DRAIN INLETS WITHIN 50 YARDS OF SITE. 3. EMPLOY 501L STABILIZATION BLANKETS OR FRESH STRAW AT ALL DISTURBED YARD AREAS WITHIN 20' OF CURBS, GUTTERS AND SIDEWALKS. 4. GUTTING OR GRADING OF STEEP SLOPES 015%) SHALL BE AVOIDED WHENEVER POSSIBLE. WHERE OCCURS REDIRECT RUNOFF OR USE JUTE BLANKETS TO STABILIZE SOIL. 5. PROVIDE AN APPROVED AND LABELED AREA FOR CONCRETE WASHOUT. PLASTIC SHEET LINED HAY BAILS MAY BE USED. WASHOUT SYSTEMS SHALL NOT BE PLACED IN PUBLIC, WAYS OR NEAR WATERWAYS OR DRAIN INLETS. 6. STORE ALL CONSTRUCTION CHEMICALS, PAINT, FUEL, AND THE LIKE IN A COVERED AREA AWAY FROM STORM DRAIN SYSTEMS AND HARD50APE AREAS. 1. PORTABLE TOILETS HHERE PROVIDED SHALL BE KEPT ON CONSTRUCTION SITE PROPERTY AND AWAY MINIMUM 50' FROM ALL PUBLIC HAYS AND STORM DRAIN SYSTEMS. DO NOT PLACE TOILETS OVER HARD SGAPE AREAS. 8. ALL CONSTRUCTION TRASH SHALL BE REMOVED AND STORED IN COVERED 'TRASH RECEPTACLES. TRASH MUST NOT COME IN CONTACT WITH RAINFALL OR RUNOFF. 9. GENERAL CONTRACTOR SHALL MAINTAIN THE ABOVE SYSTEMS AND PRACTICES THROUGHOUT THE CONSTRUCTION PERIOD. GG SHALL EMPLOY A MAINTENANCE PROGRAM THOUSHOUT THE CONSTRUCTION PHASE OF THE PROJECT. GG. SHALL INFORM ALL EMPLOYED ON THE SITE OF SUCH PRAGTIGE5 TO INSURE rFFEGTIVENE55 OF BEST MANAGEMENT PRACTICES. ST OF SHEETS C COVER 5HEEET: 51TE PLAN, PROJECT INFORMATION Al BUILDING FLOOR PLAN AZ PARTIAL FLOOR PLANS A3 UPPER LEVEL FLOOR FRAMING PLAN A4 AGGE5515LE DETAILS A5 GREEN NOTES S1 FOUNDATION PLAN AND NOTES S Z FOUNDATION DETAILS, NOTES AND SCHEDULES E 1 ELECTRICAL PLAN, PANEL-GHED., ONE LINE DIAGRAM E Z ENERGY CALCULATIONS E 3 ENERGY CALCULATIONS M I. FIRE SPRINKLER SYSTEM. FIRE PROTECTION CONTRACTOR SHALL SUBMIT AUTOMATIC FIRE SPRINKLER SYSTEM DESIGN, CALCULATIONS AND SPECIFICATIONS TO THE FIRE MARSHALL AND THE BUTTE COUNTY BUILDING DEPARTMENT PRIOR TO IN5TALLATION/PERMIT. DESIGN SHALL BE BASED ON ALL APPLICABLE CODES AND NFPA 13. THE FIRE SPRINKLER PERMIT 15 A SEPARATE PERMIT. PERMIT MUST BE ISSUED PRIOR PRIOR TO INSTALLATION OF FIRE SPRINKLER SYSTEM. 4g K BU cot JUN i DBVBL SER I31b Ae W, 0 �o e or PROPERTY ENTRY 'MIN. 1 I EXISTING LEACH LINES � I I I I I I � I I / �« - I 1 I I (2) EXISTING ACCESSIBLE PARKINS 5PAGE5 SEE I/A3 FOR NEW WORK. 1 [i] PROVIDE AND INSTALL DETECTABLE WARNING BOUNDRY (TRUNCATED DOMES) AT VEHICULAR/ PEDESTRIAN AREAS. DEVICE SHALL BE CONT. WIDTH OF WALK WAY X 561, DEEP. USE ONLY APPROVED DETECTABLE WARNING DEVICES MEETING 2013 GBG SECTION IIB -105. TYP. (6) PLACES. EXISTING ACCESSIBLE O PATH OF TRAVEL .r N SEPTIC, TANK R�j// �rcc^1 UNOBSTRUCTED CLEAR PATH OF v-e^eveA TRAVEL TO SAFE DISPERSAL AREA C ^ e' FROM BUILDING. PATH SHALL PROVIDE EXISTING CABINET SHOP A PAVED SURFACE WITH A OR055 SLOPE t� THAT SHALL NOT EXCEED 2% AND A SLOPE OF LE55 THAN 5% IN THE DIRECTION OF TRAVEL, TYPICAL. DUST COLLECTOR' EQUIP YARD_.__._ m --- - - 7 -gin 358.25' CENTERL PATH 150.0' (N) 51 ON VALLEY RUBBER 4 GASKET Site Plan i GOVERN I NO CODES UNLE55 OTHERHI$E NOTED, THESE PLANS SHALL MEET THE STANDARDS AND REQUIREMENTS OF THE CALIFORNIA BUILDING STANDARDS CODE FOUND IN THE CALIFORNIA CODE OF REGULATION5, TITLE 24:: PART 2, KNOWN AS THE 2015 CALIFORNIA BUILDING GORE (GBG) PART 5, KNOWN AS THE 2013 CALIFORNIA ELECTRICAL CODE (GEC) PART 4, KNOWN AS THE 2013 CALIFORNIA MECHANICAL CODE (CMG) PART 5, KNOWN AS THE 2013 CALIFORNIA PLUMBING CODE (CPG) PART 6, KNOWN AS THEN 2015 CALIFORNIA ENERGY GODS, AND ENERGY COMMISSION STANDARDS (GELS) PART 11 KNOWN /AS THE 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE (GGB5G) III ECo, T =ORIMATION 4 GODS ANAL"I JOB SITE ADDRi~55: 11125 MIDWAY, CHICO, GA 415928 JOB SITE PAI NUMBER: 040-510-08-1 PROPERTY OWNItiR: SCOTT BEGHOLD NAME OF PROJECT: OAK RIDGE CABINETS SHOP EXPANSION d 5HOH ROOM REMODEL ADDRE55 OF PROJECT: 11125 MIDHAY, SUITE A PROJECT ENGINI~ER: CHAD RATZLAF TYPE OF PROJECT: ADDITION TO EX15TI140 STRUCTURE d ALTERATION SCOPE OF HORIK: THE SCOPE OF HORK ON THI5 PROJECT WILL INCLUDE AN EXPANSION OF A CABINET MANUFACTURING SHOP AND A REMODEL OF A 5HOHROOM HITHIN THE SAME BUILDING. USE $ OCCUPANCY CLASSIFICATION: F -I MODERATE -HAZARD FACTORY INDUSTRIAL (306.2) B OFFICE (306.2) TYPE OF CONSTRUCTION: TYPE II -B (TABLE 601) BUILDING AREA, BASIC ALLOWED: 15,500 50. FT. ACTUAL.: 24,9414 50. FT. BUILDING AREA MODIFICATION OF 31,000 50. FT. ALLOWED PER SECTION 506.3. STORIES: ALLOWED: (2) ACTUAL: (2) FIRE RESISTIVE REOUIREMENT5: PRIMARY STRUCTURAL FRAME: 0 HR5. (BASED ON TYPE OF BEARING HALLS EXTERIOR: 0 HR5. IF > 50 FT. SEPARATION CONSTRUCTION TABLE 601) BEARING HALLS INTERIOR: 0 HR5. NON BEARING HALLS # PART.: 0 HRS. FLOOR CONSTRUCTION: 0 HR5. ROOF CONSTRUCTION: O HR5. MEANS OF EGRI=55: OCCUPANCY LOAD OF BUILDING: 250 (TABLE 1004.1.2) EXIT REQUIREMENTS: EXIT ACCESS TRAVEL DISTANCE, FULLY SPIED: 250' PER TABLE 1016.2 NUMBER OF EXITS REOU!RED: 2 PER 1-500 OCCUPANTS PLUMBING FIXTQRE REQUIREMENTS: PLUMBING FIXTURES SHALL BE PROVIDED FOR THE TYPE OF BUILDING OCCUPANCY AND IN THE MINIMUM NUMBER SHORN IN TABLE 422.1. THE TOTAL OCCUPANT LOAD AND OCCUPANCY CLASSIFICATION SHALL BE DETERMINED IN ACCORDANCE WITH OCCUPANT LOAD FACTOR TABLE A. THE MINIMUM NUMBER OF FIXTURES SHALL BE CALCULATED AT 50% MALE AND 50% FEMALE BASED ON THE TOTAL OCCUPANT LOAD. TWO OCCUPANCIES EXIST IN THE BUILDING AND THUS APPROPRIATE OCCUPANCY GROUP CLASSIFICATION FOR EACH AREA WILL OCCUR IN THIS ANALYSIS. THE BUSINESS AREA HILL BE SERVED BY AN EXISTING RESTROOM THAT CURRENTLY SERVES THAT OCCUPANCY AND THE THO EXISTING RE5TROOMS LOCATED IN THE WORKSHOP AREA HILL CONTINUE TO SERVE THE HORK5HOP OCCUPANCY AREA. THE GROUP B AREA. (OFFICES 6 SHOWROOM) HAS A TOTAL AREA OF 1970 50. FT. THE OCCUPANT LOAD FACTOR FOR THAT AREA PER TABLE A 15 200. 19"10/200=41.85 THE OCCUPANT LOAD 15 10. PER 422.2(5) BUSINESS AND MERCANTILE OCCUPANCIES WITH A TOTAL LOAD OF 50 OR #BMYOEVELOPMENTSERVICEs LE55 INCLUDING CUSTOMERS AND EMPLOYEES, ONE TOILET F -\N DESIGNED FOR USE BY NO MORE THAN ONE CORE INCE FACILITY, PERSON AT A TIME, SHALL BE PERMITTED FOR USE BY BOTH BY SEXES. THE GROUP F AREA (WORKSHOP) HAS A TOTAL OF 2,3181 50. FT. THE OCCUPANT LOAD FACTOR FOR THAT AREA PER TABLE A 15 2000. 2,3181/2000=11.59 THE OCCUPANT LOAD 15 12. A BATHROOM WITH (1) TOILET AND (1) LAV. PROVIDED FOR EACH SEX CURRENTLY EXISTS AND MEETS GPO REQUIREMENTS. RpV. DATE BY I- z Z 00 J_ Q Um w ,Q V W°ci° 00 C } rn o c Arno_ M w00 � 0O 04 z LUQ ' nW\ W E U \ > O co l! cU~�>cq ` r, V 0) n 4 F`�L_II c0 L Lq c0 �ULo m cu O U v J ESS/ M. RA 399 E 6-30-1 S CIVIL P 9� OF CALF JUN 2 C 2010 joB n: 14-060 DRAWN BY: Ckd. BY: DATE: 6-16-16 DRAWING NUMBER r Level -Floor PROVIDE 5' WIDE X 5' DEEP CLEAR SPACE. LANDING SURFACE SHALL BE LEVEL W 2% (1:50) MAX. SLOPE. }PROVIDE 5' WIDE X 5' DEEP 1 CLEAR SPACE. LANDING F� SURFACE SHALL BE LEVEL w/ 2% (1:50) MAX. SLOPE. PROVIDE TACTILE "EXIT' SIGNS 1 AT EXIT DOORS AS REQUIRED BY GBG 1011.5.1 SEE DETAIL 5/ (E) 5770 DOOR SHALL MEET THE REQUIREMENTS ni OF DETAIL 5/A4. J FIRE EXTINOUISHER NOTE: Ian PROVIDE A 2A4050 RATED FIRE EXTINGUISHER MOUNTED IN AN ACCESSIBLE CONSPICUOUS AREA. ONE EXTINGUISHER 15 REQUIRED FOR EVERY 2000 5QUARE FEET AND THE TRAVEL DISTANCE TO A FIRE EXTINGUISHER SHALL NOT EXCEED 50 FEET FROM ANY POINT. \( j -�rovv\ �cl GREY GCNVEYOR AREAS NEW SHOP AREA: WI& 50. FT. LEGEND (N) NEW (E) EXISTING (E) 2X4 WALL (N) 2X4 WALL PROVIDE 5' WIDE X 5' DEEP CLEAR SPACE. LANDING SURFACE SHALL BE LEVEL w/ 2% (1:50) MAX. SLOPE. PROVIDE TACTILE "EXIT" SIGNS AT EXIT DOORS AS REQUIRED BY GBG 1011.5.1 SEE DETAIL 5/A4 (E) 5070 DOOR SHALL MEET THE REQUIREMENTS OF DETAIL 5/A4 . XIST. I FOREMAN 1225.7. / 100 SF/par LOAD: 2 =X157 ��XIST. / SHOP SF+OP / ZEST. REST. �nn�ll / EXI5TING CABINET SHOP 21,528 S.F. 100 SF/par LOAD: 215 PROVIDE TACTILE "EXIT' S1SN5 AT EXIT DOORS AS REQUIRED A/ fifi.ain Level -Floor Plan - 1 - REV. DATE BY vJ V W� ZZ J W D m UJ w Q C� F- 0 W Nr C } 0 CD G Arno colo Q W `°2 N Z r Z �va 0� N o0 \ Q DO O LO r cUrN(a�11. CT ccn c :E cu u wUcf)� CD LO Cu O .0 U W N JUN 2 0 2016 JOB #: 14-060 DRAWN BY: Ckd. BY: DATE: 6-16-16 DRAWING NUMBER Al ROOM FINISH SCHEDULE 9 1, jil KN.LS LlILIIJ6 .,.,..�_l,...... I..e U) V QTAI\RT9 W YFHT RFD l PAINTFPJ 14/A' AYP P.D. 'WWWRED t PAINTED S/D' GYP. N.T.S. I DATE BY 9 1, jil (W (E) WALL LEOEND I 100 M) NEW I (Fa EXISTING GA� I NET SHOP (W 2X4 WALL 21,328 S.F. (h0 2X4 WALL 100 SF/per LOAD: 213 REMOVE EXI5TIN6 DOOR REPLACE PER FLOOR PLAN ve,I Office (EJ 3068 (E) 3068 i I I ACCESSIBLE AUNTY TOILET RMS. / c0otc _ , — rill l F-4{�e� -eve Office 1/411 - 1 -0 REV. DATE BY U) V � J d� �m W 0! � C } O O d w Naz Z =a.< N CA,) N o \� >O U7 U L c U ti >, CN, CT (U4LLq W V M Lo Cu to Cu O L U W LIQ M RA 6 ss - -n �q CMI CF CAX0 JUN 2 0 2016 .im #: 14-060 DRANM BY: Ckd. BY: j 6-16-16 DRAWING NUMBER L.3 u' --O� /i rn r m { i O z n N rn to w A O D N rrnn w w�roo. D A CID a - - Sequoia ung Lne Bring OAK RIDGE CABINETS NEW METAL BUILDING C: L o o ? - o a, 467 East 2nd Ave. Chico, CA 11128 MIDWAY O�m A'- rn 1 2 A� N rn to w A O D N rrnn w w�roo. D A CID a - - Sequoia ung Lne Bring OAK RIDGE CABINETS NEW METAL BUILDING C: L o o ? - o a, 467 East 2nd Ave. Chico, CA 11128 MIDWAY o q 530.591.7258 CHICO, CA 95928 APN. 040-310-087 chadratzlaff@yahoo.com NOTE: 1) UNAUTHORIZED PARKING 51GN TO BE INSTALLED AT EACH PARKING LOT ENTRANCE OR IN FRONT OF AND V15A5LE FROM EACH H.G. PARKIN& STALL. 2) UNAUTHORIZED PARKING SIGN SHALL BE WHITE WITH BLACK BORDER. UNAUTHORIZED VEHICLE; T PARKED IN DESIGINATED ISLE PAINT THE WORDS ACCESSIABLE SPACES INE" ON THE GROUND NOT DISPLAYING & ACCESS AISLE. THIS DISTINGUISHING PLACARDS 4ALL BE PAINTED w/ OR SPECIAL LICENSE PLATES Z ISUED FOR PERSONS ATED 50 THAT IT 15 WITIi DISABILITIES O TRAFFIC, ENFORCEMENT WILL BE TOWED AWAY AT AREA OF SIGN TO BE THE OWNERS EXPENSE. TYP. PAVEMENT TOWED VEHICLES MA N BE RECLAIMED AT SEG. 1109A.b.b ADDRE�SSS5 OR BY TELEPIJO'NING W/ BEADED TEXT OR EQUAL. 24" MIN 0 RESERVED 0 U&I (E) ACCE551BILTY SIGN VERIFY MEETS SEG. 112gB.4 WITHIN LOADINOA NLOADIN6 ACCESS ISLE PAINT THE WORDS "NO PA INE" ON THE GROUND WITHIN EA. & ACCESS AISLE. THIS NOTICE i 2 4ALL BE PAINTED w/ WHITE NO LESS THAN 12" HIGH d ATED 50 THAT IT 15 VISIBLE O TRAFFIC, ENFORCEMENT OFFICI AREA OF SIGN TO BE W TYP. PAVEMENT A MIN. 10 50. INCHES. SYMBOL PER REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL SEG. 1109A.b.b 21 RE5ERVED�11 MINIMUM FINE $"250 0 60" MIN. TO FREE STANDING 56" MIN FOR WALL MOUNTED t TO TOP OF WALKIN6 SURFACE EXISTING BOARDER LIMES DO NOT MEET CURRENT CODE: 10 SQ. INCH \ ILITY PAINT BOARDER LINES OF PARKINS SPACE BLUE 51ONACCPER SEC. SIGN PER SEG. PAINT 5PEGIFIGATION: 11295.5 VALSPAR - ZONE MARKING PAINT LATEX AVAILABLE IN: WHITE (MODEL#024.0000I35.001) BLUE (MODEL#024.0000I31.00'1) 0 AT DO IT BEST HARDWARE SUPPLIERS LOCAL DO IT BEST CENTER 15 MEEKS BUILDING CENTER GHICO PHONE 550-342-1661 MIN. 36" PAINT CRO55 HATCH LINES WHITE �i AQP NOTE: NO PORTION OF No P R K I N G STIALL SURFACE SHALL SLOPE MORE THAN 2% IN ANY DIRECTION. M. NOTE: THIS DETAIL PROV I DED AS REFERENCE ONLY AND DOES NOT REPRESENT REaU I RED NEW WORK FOR TH 1 S PROJECT. NEEM EY EX I STI NO CONDITIONS MEET SPEC I E I CACTI ONS DETAILED HERE. VAN ACCESS I OLE FARK I NO STALL NOT TO SCALE TYPICAL TOILET ROOM NOTES: I. ALL FLOORS AND WALLS SHALL BE A HARD, SMOOTH, WASHABLE SURFACE. 9. MAN'S AND WOMENS TOILET ROOMS SHALL HAVE UNIVERSAL ACCESSIBLE COVE BASE AT FLOORING 5" MIN. UP WALL. 516N!+ AT ENTRANCE DOORS, MOUNTED 60" FROM THE FLOOR TO THE CENTER OF THE SIGN. SEE 516NAOE DETAIL THIS PACE. 2. ACCESSIBLE 6RAB BARS SHALL BE MOUNTED TO 50LID BLOCKIN6 AT 55" ABOVE FIN. FLOOR. 10. ENTRY DOORS SHALL HAVE PUSH/PULL HARDWARE OF LEVER HANDLE LOGKSETS• 5. ALL HOT WATER AND DRAIN PIPES UNDER LAV5. SHALL BE WRAPPED WITH INSULATION. 11. TOILET ROOM LAVATORIES SHALL COMPLY WITH GPO SEG. 421.2 WHICH LIMITP THE DELIVERED WATER TEMPERATURE. INSTALLATION OF TEMPERATURE 4. ALL FAUCET AT LAYS. SHALL BE LEVER HANDLE TYPE. ACTUATED, FLOW REDUCTION (TAM, VALVES FOR INDIVIDUAL FIXTURE FITTIN65 SHALL OCCUR AT ALL TOILET ROOM LAVATORIES. 5. THE CLEARANCE UNDER LAV. APRON (FRONT EDGE) SHALL BE 2q MIN. 12, SUGGESTED MOUNTING HEIGHTS OF OTHER ITEMS: p 6. THE BOTTOM EDGE OF MIRRORS AND THE OPERATING HEIGHT OF PAPER LIGHT SWITCH: 40" MAX. TO CENTER p O ELECTRICAL OUTLET: 15" ABV. FLR. TO CENTER i z TOWEL DISPENSERS, ETC., SHALL BE 40" MAX. ABOVE FLOOR. I�J Q V ILI 1. ACCESSIBLE TOILET STALL SHALL HAVE TOILETS WITH A SEAT HE16HT OF IL Y Y 11"-Iq" ABOVE THE FLOOR. WpF W� V W1Lj� Q Q V p m w �t(i1�3 1uu� 3 V Y z b. ACCESSIBLE URINAL SHALL BE AN ELONGATED TYPE MOUNTED WITH THE TOP Q J w Lu O OF THE RIM AT 11" MAXIMUM ABOVE THE FLOOR. m H0- �UzLII ar t(1 1�u 1�1 p WF �j Qw � pdr a � = w � N O CENTERLINE of y I+ ¢ ¢ z p ~ z Y z a Q JXul FIXTURE 56* N p O N O N Q K Q 4 `n Q !U Q N O Q z 56" 6RAB BAR MIN. 28 �1 IS A i= H X77 p 0I� D - D-,* Z),x 0 p I N> til p V 0 z KEY NOTES NOTE: 1 1/2" MIN. RADIUS. 516N TO BE CENTERED AT THE INTERIOR END 2 BLUE BACKGROUND. OF PARKINS SPACE. I ON 51DE VJ V 5 WHITE EMBLEM. AREA OF SIGN TO BE W A MIN. 10 50. INCHES. 4 REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL 00Q W/ BEADED TEXT OR EQUAL. 5. DESIGNATE FOR "VAN ACCESSIBLE" WHERE APPROPRIATE. 6. LETTERING ON SIGN MUST BE A MINIMUM OF I" IN HEIGHT 1. APPROPRIATE INFORMATION MUST BE FILLED AS A PERMANENT N � PART OF THE SIGN WITH I" IN HEIGHT LETTERING. C }rno G � m o 8. GHARATER HEIGHT SHALL BE 5" HIGH WHEN SIGN IS OVER 2Do po W NUZ &0" ABOVE WALKING SURFACE. EXISTING BOARDER LIMES DO NOT MEET CURRENT CODE: 10 SQ. INCH \ ILITY PAINT BOARDER LINES OF PARKINS SPACE BLUE 51ONACCPER SEC. SIGN PER SEG. PAINT 5PEGIFIGATION: 11295.5 VALSPAR - ZONE MARKING PAINT LATEX AVAILABLE IN: WHITE (MODEL#024.0000I35.001) BLUE (MODEL#024.0000I31.00'1) 0 AT DO IT BEST HARDWARE SUPPLIERS LOCAL DO IT BEST CENTER 15 MEEKS BUILDING CENTER GHICO PHONE 550-342-1661 MIN. 36" PAINT CRO55 HATCH LINES WHITE �i AQP NOTE: NO PORTION OF No P R K I N G STIALL SURFACE SHALL SLOPE MORE THAN 2% IN ANY DIRECTION. M. NOTE: THIS DETAIL PROV I DED AS REFERENCE ONLY AND DOES NOT REPRESENT REaU I RED NEW WORK FOR TH 1 S PROJECT. NEEM EY EX I STI NO CONDITIONS MEET SPEC I E I CACTI ONS DETAILED HERE. VAN ACCESS I OLE FARK I NO STALL NOT TO SCALE TYPICAL TOILET ROOM NOTES: I. ALL FLOORS AND WALLS SHALL BE A HARD, SMOOTH, WASHABLE SURFACE. 9. MAN'S AND WOMENS TOILET ROOMS SHALL HAVE UNIVERSAL ACCESSIBLE COVE BASE AT FLOORING 5" MIN. UP WALL. 516N!+ AT ENTRANCE DOORS, MOUNTED 60" FROM THE FLOOR TO THE CENTER OF THE SIGN. SEE 516NAOE DETAIL THIS PACE. 2. ACCESSIBLE 6RAB BARS SHALL BE MOUNTED TO 50LID BLOCKIN6 AT 55" ABOVE FIN. FLOOR. 10. ENTRY DOORS SHALL HAVE PUSH/PULL HARDWARE OF LEVER HANDLE LOGKSETS• 5. ALL HOT WATER AND DRAIN PIPES UNDER LAV5. SHALL BE WRAPPED WITH INSULATION. 11. TOILET ROOM LAVATORIES SHALL COMPLY WITH GPO SEG. 421.2 WHICH LIMITP THE DELIVERED WATER TEMPERATURE. INSTALLATION OF TEMPERATURE 4. ALL FAUCET AT LAYS. SHALL BE LEVER HANDLE TYPE. ACTUATED, FLOW REDUCTION (TAM, VALVES FOR INDIVIDUAL FIXTURE FITTIN65 SHALL OCCUR AT ALL TOILET ROOM LAVATORIES. 5. THE CLEARANCE UNDER LAV. APRON (FRONT EDGE) SHALL BE 2q MIN. 12, SUGGESTED MOUNTING HEIGHTS OF OTHER ITEMS: p 6. THE BOTTOM EDGE OF MIRRORS AND THE OPERATING HEIGHT OF PAPER LIGHT SWITCH: 40" MAX. TO CENTER p O ELECTRICAL OUTLET: 15" ABV. FLR. TO CENTER i z TOWEL DISPENSERS, ETC., SHALL BE 40" MAX. ABOVE FLOOR. I�J Q V ILI 1. ACCESSIBLE TOILET STALL SHALL HAVE TOILETS WITH A SEAT HE16HT OF IL Y Y 11"-Iq" ABOVE THE FLOOR. WpF W� V W1Lj� Q Q V p m w �t(i1�3 1uu� 3 V Y z b. ACCESSIBLE URINAL SHALL BE AN ELONGATED TYPE MOUNTED WITH THE TOP Q J w Lu O OF THE RIM AT 11" MAXIMUM ABOVE THE FLOOR. m H0- �UzLII ar t(1 1�u 1�1 p WF �j Qw � pdr a � = w � N O CENTERLINE of y I+ ¢ ¢ z p ~ z Y z a Q JXul FIXTURE 56* N p O N O N Q K Q 4 `n Q !U Q N O Q z 56" 6RAB BAR MIN. 28 �1 IS A i= H X77 p 0I� D - D-,* Z),x 0 p I N> til p V 0 z N.T.5. w AT RESTROOM DOORS INSTALL 516NA&E PER DET. 4/A4 DOORS SHALL NOT BE LE55 THAN 60" HIGH ALL DOORS MUST HAVE — A MIN. 10" HI6H SMOOTH, SOLID BOTTOM RAIL KICK PLATE _z MI I FLOOR(S) OR LANDIN6(5) - ARE NOT MORE THAN 1/2" LOWER THAN THE TOP OR THE THRESHOLD OF THE DOORWAY Ib" MIN. GLR. ® EXT. DR -5 THRESHOLD I I 1 I I I I I I I L� I N —SEG. IIB604.6.1.2 REQUIRES DOORS NEED TO BE ACCESSIBLE (MEETS ADA REQUIkEMENTS) ALL HARDWARE AND OPERABLE PARTS SHALL COMPLY w/ IIB -509.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE: FORGE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. DOOR HANDLES, PULLS, LOOKS AND OTHER OPERATING HARDWARE SHALL TO BE INSTALLED FROM !34" TO 44" ABOVE THE FINISHI=D FLOOR. DOORS SHALL BE 56" WIDE w/ DOORWAYS HAVING A MIN. CLEAR WIDTH OF 54", MEASURED FROM THE FACE OF THE DOOR TO THE STOP WHEN THE DOOR 15 OPENED q0" ISURFACE MANEUVERING SPACE 24" MIN. GLR. m INT. DRS. ON BOTH SIDES OF DOOR SHALL BE LEVEL w/ 2% (1:50) MAXIMUM SLOPE ALLOWED. DOOR REaU I REMENT DETA I L p\ LETTERING C \ ' " MIN. to 2 RAISED 1/32" /-MEN- 0 2" MAXIMUM oe \ e CORRESPONDING I e GRADE II / BRAILLE RESTROOMS WOMEN MEN UNISEX ft, rrq KIM WALL MOUNTED SION WALL MOUNTED 516NAGE TO BE LOCATED ON THE LATCH SIDE OF DOOR CLEAR OF D SWING. MOUNT AT 60" TO CENTERLINE OF SION FROM FLOOR. WHERE THERE 15 NO WALL SPACE ON THE LATCH SIDE, PLACE 516NAOE PER FLOOR PLAN. OUNTED N.T.S. 1 BOOR MOUNTED SIONAOE NOTE: PICTOGRAMS AND/OR LETTERING ARE NOT REQUIRED ON DOOR -MOUNTED 516NA6E. ENTRANCE D I AORAM DENTI F I CATI ON Sl'MEOLS for TOILET ROOMS N.T.5. 0 PEpMfp 0 BUTFC �RRNU ry 0 LDppAm Nr SERVICE-�- C(?p CUWIPLIANCE DA7E BY PERMANENTSIGNAGE TO BE RAISED CHARACTERS SHALL BE 1/32 INSTALLED ON THE WALL ADJACENT INCH MIN. ABOVE THE BACKGROUND, TO THE LATCH 51DE OF THE DOOR. SHALL BE UPPERCASE, 5ANS 5ERIF MOUNTING LOCATION SHALL BE FONT. CHARACTERS SHALL NOT E3E DETERMINED 50 THAT A PERSON ITALIC, OBLIQUE, SCRIPT, DECORATIVE, MAY APPROACH WITHIN 3" OF OR OTHER UNUSUAL FORMS. URED SIONA6E WITHOUT ENGOUNTERINS VERTICALLY FROM TH CHARACTER HEIGHT HE BASELINE PROTRUDING OBJECTS OR STNDING LINE OF WITHIN THE 5WIN5 OF THE DOOR THE CHARACTER SHALL BE 5/6" MIN. 6= PER GBG II5-105.42 AND 2" MAX. BASED ON THE HEI&HT OF THE UPPERCASE LETTER "I" —TACTILE CHARACTERS ON 516N5 SHALL BE LOCATED 46" MIN. ABOVE THE FINISH FLOOR OR CONTRACTED (GRADE 2) BRAILLE: - &ROUND SURFACE, MEASURED FROM DOTS SHALL BE 0.090 TO O.I.." ON THE BASE LINE OF THE LOWEST CENTERS IN EACH CELL WITH 0241" TO TACTILE CHARACTER AND 60" MAX. 0.500" SPACE BETWEEN CELLS, ABOVE THE FINISH FLOOR OR MEASURED TO THE CENTERLINE Of-- THE GROUND SURFACE MEASURED FROM FIRST COLUMN OF DOTS IN THE FIRST THE BASELINE OF THE H1644EST CELL TO THE CENTERLINE OF THE FIR5T DOOR SWING PATH TACTILE CHARACTER PER GBG COLUMN OF DOTS IN THE SECOND CELL. II5-103.4.1 DOTS SHALL RAISED A MIN. OF CHARACTERS, SYMBOLS AND THEIR BAGKOROUND5 SHALL HAVE 0.025 TO A NONE GLARE FINISH, CHARACTERS AND SYMBOLS SHALL BACKGROUNNDD,, 5 PER ABOVE THE ER GBG IIB -103.5 CONTRAST WITH THEIR BACKGROUND EITHER LIGHT ON A DARK BB KGROUND OR A DARK ON A LIGHT BACKGOUND. PER GBG TACTILE SION DETA� I L N.T.5. REV. 6 E r +54" TOP of SINK SURFACE BAR Z FLUSH ACTIVATOR WIDE ry I ON 51DE VJ V \�L — SPACE m SINK 45" x 50" GLR. F N W Z 0 N.T.5. w AT RESTROOM DOORS INSTALL 516NA&E PER DET. 4/A4 DOORS SHALL NOT BE LE55 THAN 60" HIGH ALL DOORS MUST HAVE — A MIN. 10" HI6H SMOOTH, SOLID BOTTOM RAIL KICK PLATE _z MI I FLOOR(S) OR LANDIN6(5) - ARE NOT MORE THAN 1/2" LOWER THAN THE TOP OR THE THRESHOLD OF THE DOORWAY Ib" MIN. GLR. ® EXT. DR -5 THRESHOLD I I 1 I I I I I I I L� I N —SEG. IIB604.6.1.2 REQUIRES DOORS NEED TO BE ACCESSIBLE (MEETS ADA REQUIkEMENTS) ALL HARDWARE AND OPERABLE PARTS SHALL COMPLY w/ IIB -509.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE: FORGE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. DOOR HANDLES, PULLS, LOOKS AND OTHER OPERATING HARDWARE SHALL TO BE INSTALLED FROM !34" TO 44" ABOVE THE FINISHI=D FLOOR. DOORS SHALL BE 56" WIDE w/ DOORWAYS HAVING A MIN. CLEAR WIDTH OF 54", MEASURED FROM THE FACE OF THE DOOR TO THE STOP WHEN THE DOOR 15 OPENED q0" ISURFACE MANEUVERING SPACE 24" MIN. GLR. m INT. DRS. ON BOTH SIDES OF DOOR SHALL BE LEVEL w/ 2% (1:50) MAXIMUM SLOPE ALLOWED. DOOR REaU I REMENT DETA I L p\ LETTERING C \ ' " MIN. to 2 RAISED 1/32" /-MEN- 0 2" MAXIMUM oe \ e CORRESPONDING I e GRADE II / BRAILLE RESTROOMS WOMEN MEN UNISEX ft, rrq KIM WALL MOUNTED SION WALL MOUNTED 516NAGE TO BE LOCATED ON THE LATCH SIDE OF DOOR CLEAR OF D SWING. MOUNT AT 60" TO CENTERLINE OF SION FROM FLOOR. WHERE THERE 15 NO WALL SPACE ON THE LATCH SIDE, PLACE 516NAOE PER FLOOR PLAN. OUNTED N.T.S. 1 BOOR MOUNTED SIONAOE NOTE: PICTOGRAMS AND/OR LETTERING ARE NOT REQUIRED ON DOOR -MOUNTED 516NA6E. ENTRANCE D I AORAM DENTI F I CATI ON Sl'MEOLS for TOILET ROOMS N.T.5. 0 PEpMfp 0 BUTFC �RRNU ry 0 LDppAm Nr SERVICE-�- C(?p CUWIPLIANCE DA7E BY PERMANENTSIGNAGE TO BE RAISED CHARACTERS SHALL BE 1/32 INSTALLED ON THE WALL ADJACENT INCH MIN. ABOVE THE BACKGROUND, TO THE LATCH 51DE OF THE DOOR. SHALL BE UPPERCASE, 5ANS 5ERIF MOUNTING LOCATION SHALL BE FONT. CHARACTERS SHALL NOT E3E DETERMINED 50 THAT A PERSON ITALIC, OBLIQUE, SCRIPT, DECORATIVE, MAY APPROACH WITHIN 3" OF OR OTHER UNUSUAL FORMS. URED SIONA6E WITHOUT ENGOUNTERINS VERTICALLY FROM TH CHARACTER HEIGHT HE BASELINE PROTRUDING OBJECTS OR STNDING LINE OF WITHIN THE 5WIN5 OF THE DOOR THE CHARACTER SHALL BE 5/6" MIN. 6= PER GBG II5-105.42 AND 2" MAX. BASED ON THE HEI&HT OF THE UPPERCASE LETTER "I" —TACTILE CHARACTERS ON 516N5 SHALL BE LOCATED 46" MIN. ABOVE THE FINISH FLOOR OR CONTRACTED (GRADE 2) BRAILLE: - &ROUND SURFACE, MEASURED FROM DOTS SHALL BE 0.090 TO O.I.." ON THE BASE LINE OF THE LOWEST CENTERS IN EACH CELL WITH 0241" TO TACTILE CHARACTER AND 60" MAX. 0.500" SPACE BETWEEN CELLS, ABOVE THE FINISH FLOOR OR MEASURED TO THE CENTERLINE Of-- THE GROUND SURFACE MEASURED FROM FIRST COLUMN OF DOTS IN THE FIRST THE BASELINE OF THE H1644EST CELL TO THE CENTERLINE OF THE FIR5T DOOR SWING PATH TACTILE CHARACTER PER GBG COLUMN OF DOTS IN THE SECOND CELL. II5-103.4.1 DOTS SHALL RAISED A MIN. OF CHARACTERS, SYMBOLS AND THEIR BAGKOROUND5 SHALL HAVE 0.025 TO A NONE GLARE FINISH, CHARACTERS AND SYMBOLS SHALL BACKGROUNNDD,, 5 PER ABOVE THE ER GBG IIB -103.5 CONTRAST WITH THEIR BACKGROUND EITHER LIGHT ON A DARK BB KGROUND OR A DARK ON A LIGHT BACKGOUND. PER GBG TACTILE SION DETA� I L N.T.5. REV. DATE BY VJ V W Z 0 J 00Q Um fW V N � C }rno G � m o 906 2Do po W NUZ O z ��Q cL O Q \� >O aLO= ccu V >, cCT cuu LLILOVM cLa C.0 \� �r ca U n� rW^ v J 9�pFESSI RA 0 399 o -t >� S% CIVIL P 9 Cf CA JUt� 2 0 2016 JOB #: 14-060 DRAWN BY: Ckd. BY: DATE: 6-16-16 DRAWING NUMBER CALsrean 2013 Non -Residential Mandatory Measures Compliance Checklist PLANUfIs • veSteR !'." '.: owelmon LU7 G� Flom R.arw I.,e.rr Os.r..err, tsR. DOwlepmrnd LU W 5.106.1 Storm Water Pollution Prevention Plan ('SWFPP). <I acre, develop a 51-dPPP compliant with 5,41033 Carmssiontg plan. A commissioning plan describing how the project will be commissioned GrO Includes Items listed In 5.410321 rr. Q State 5korrri I'tater NPI Construction Parma or local ordinance, whichever Is stricter. 5.4103.4 Flnttioral performance testing. The correct Installation and operation of each component, system, and system -to -system Megace has been demonstrated. 5.106.4 cycle PO!'" Ont 4"M9 neOI Comply with Sections 5.106.4.1 and 5.106.431 or meet local ordinance, whichever Is stricter. 5.410.23 Poa,Msntatbn and training. g. A Systems Manual and Systems Operations Training were provided. 5.106.4.1 Short -Term biciplepvi�q VII traflic-PernKmently anchored within 200 feet of entrance 5% of visitor motor x0( d vehicle pe" capacity, minimum of one two -bike rack 5.41033.1 Systems manual- Tine System Manual shall be delivered to the building ower ar representative 5.106.43 Long -Term bleycle parking. Buildings >IO tenat-occupants, secure bicycle parking for 5% of Ona facilities operator end shall Include Rome listed In 5.410353. tenant -occupied motorized vehicle parking capacity, one space min. 5,410333 Sgs}ems operation training. The training W the appropriate maMenmce staff for each 5.10653 Designated parking• for ay combin-e ation of Iowmltthgban , fmlrofflcnt d ampoollvan pool Table r5.106b3 Og41pmot hpe cI system shall Include Rema listed In 5.410333 vehicles as shown In Corrmrslonhg apart. A complete report of commissioning process activities (deelgn through Light pollution reduction. Calrfornlo Energy Code. Interior and Exterior Lights zero dlract-bean 5.41036 Construction and reporting recommendations for post-comtnuction) have been provided to the Illumination leaves the building site. Meet Or exceed levels lar zones 1-4 ch. 10 of the Callforna Ower ar represantative. Administrative Code, using the following strategies, 5.10615 I. Shield all exterior luminaalras or use cutoff luminaires. 5.410.4 Testing and adjusting. Testing and adjusting of systems for buildings <IOA00 s.f. 2. Contain Interior lighting within each source. 5.410.43 Eptam. Develop a written plan of procedures for testing ad adjusting systems. `Systems to be Included for testing and adjusting shall Include, as applicable to the project, the systems listed In 5. Allow no mare than AI hart xoretal loot candle 15 ft beyond the site. 5.41013 4. Cantah all exterior lighting with pr°P°fty boundaries. 6weptlon, See Park 2, GhapEer 12, Section 1205.6 for carpus lighting requirements for pmI 5.410.45 A'OOOdmes. Perform testing and adjusthg procedures in accordance with hdmtrg best practices faUlltles and walkways. OnQ applicable national standards an each system. 5.106.10 Ore" and paving. Site grading or drainage system away from building. 5.410.41.1 W46 balancing. Before a new space condltloning system serving a bulldho m space s aphratsd for normal use, the system should be ba acod in accordance raft One procedures QOfined by natlo al standards listed In 5.41053.1 elRWY VrWAQIGY 5.410.4.4 RetbotI g. After eortpletlon d testing, adjusting and balcnehg, provide a final report of testing Prrfaf111arI ftellollransinlis sighed the IndMductl isle for perlOnmh these services. 5.1 Scope. Stay current with the California Energy Conmssion as they adapt mandatory Wilding 5.410.43 be a maintenance idseacitch emd�I Owner detailed 04M instructions standards. a�d er A<arraal. for r to poi VOIOI MAI Mil" ICILY AW COSENATON 5,410.45.1 Ini�ectbns and reports. Include a copy of all kopection verllcattan and reports required by the kidoor Mawr Use e�mtorcrng agency. 5.501.1 Meters. Separate meters shall be Installed for to made described In Sections 5753.1.1 through 505.13 OWNWNHWA - 61fthY Buildings )SOAOO of. Separate sub stem Installeled as follows, I. Individual leased, rented or other tenant space within to Wilding prohjected to consume > 100 5505.1 Install only a direct -vend sealed- cobustlol gas ar sealed wood -burning fireplace, ar a sealed 5103.1.1 Laundry W cleaners, restaurant or food service, medical or dental offlco, laboratory or beauty barber >+Obdstove, ad rofer to residential requirements In the California Energy Code, Ttle 24, Part 6, !bchcptm -7, Section 150. salon on shop projected to consume > 100 gal/day. 5305.1.1 Wbtdstoves, dyoodstcves shall comply with US EPA Phase II smission limits. 5105.13 Excess consump� . Any bulldl withln a project or space within a building that Is projected to consume more t Ip00 ftlillAalt C &nef gal/ 55045 tastruction IAO M magemenh Cover duct openings and protection of mechanical equipment owing construction. 59053 20 Percent savings. Plumbing fixtures old fixture fittings schedule reducing 5304.4 Finish material pollutant control. Ptlsh material shall comply with Sections d 5504.4.1 brovgh 5504.4.4 potable water use by 20 percent. Adwalves, "Giants, caulks. Adhesives and sealants used on the projeet shall meet the Multiple *howerheads serving one shower. The combined flow rate of all showerhoods shall ulrements of the folowhg standards. 1• ftheolyes, 53053.1 not exceed the maximum flow rates specified in the 20 percent reduction column contained In 5.504.4.1 adheelve bonding primers, adhesive prhers, adhesive primer, sealants coolest primer, Ona caulks shall comply with local or reginonal airp011utlen control or alr quality management district mul4s cher applicable, of SCAGMD Rule 1166 VOC tilts, as shorn In Tables 5364.4.1 and 5304.43 Table 510729 or the shower $hail be designed to only allow one showerhead to be In 2. Aerosol adhesive, and smaller unit $Izee Of adhesives, old sealant or caukVktg compounds operation at a time. (h Iinits W procuct, less packaging, Whlchdo not weigh mora than One pond and do not consist 0 Wastewater reduction. more than 16 fluid Ounces) shall comply with statewide VOC standards and Other requirements, 5305.4 I. The Installation at water-coroervFg fixture or Including prohibitions an use of certain taxle compounds, d Callfornlo Code of Regulation, Title 2. Utilizing nonpotcble water systems rl, tommencing with Section 94507. Plumbtg fixtures and Pitt". Plwbhg fixtures and fittings shall comply with the requirements 5304.45 Points and Ceattgs. Arehetectral paints end coat" shall comply N" Table 5304.43 unless listed for each type In Rams listed h Table 5305.6 in stringent local IhRs apply. I. Water closets (diets) - flushmeter type 5304.43.1 Aerosol Paints and Codings. Aerosol paints ad coatings shall meet the Product -Weighted MIN Limits for ROC h section 44522(a)(5) and Other requirements, including 2. Water closets (toilets) - tank type prohibitions on use Of certain toxic compounds ad ozone depleting substances (ccR), Title I'1, Section 44520 et segy 5503.6 5. Whole 4. Public lavatory faucets 5304,453 Verification. Verification of compliance with this *action shall bs provided at to request of the OMorcing agency. 5. PI metering self-closing faucets 6. Residential bathroan lavatory sink faucets 5504.4.4 C4"t systems. All eerpet (stalled in the building Interior III meet the testing and product '1. Residential kitchen facets. re4tvlements of one of to standards listed in 5504.4.4. D. Residential shower faucets. 5504.4.4.1 'pot Cushion. All carpet cushion Installed In the bulldhg Interior shall meet the requirements of the Carpet end Rug Institute Green Label program. 4. Single shower ►IxWres served by more than one showerhead. 5304.4.43 cc4pot adeslve. All carpet adhesive meets the requirements of Table 604.4.1. Outdoor Maker the 5304.43 Composite rood r>rodcts. Hard<ood plywood, particle board, and MDF, composite wood Fr4ducts used on the Intortor of the building stall meet the requirements far I'mmoldehyde, as specHbd In Table 5.4403.4. 5504.1 Water Budget. Water budget kaKseeps rrlaatlan use A5304.43.1 f ly compliance ce with formaldelyeM IvArm- Where complying composite "ad product Is readily CYWTdble 59043 Outdoor potable water use. For new water service, separate meters or submeters are Installed far i aKeslds tial Occupacbs, meet Phase 2 requrements before to compliance far Indoor and outdoor pottdole water use for landscaped areas between 1,000 and 5p00 s.f. dates indicated in Table 5304.43 (Tier U, or use composite wood products made wlht either 59049 Irribetwe�Ip00 and w sults Install Irrigation controllers and sensors for landscape erects CARE -approved non -added formaldehyde (NAF) resin or GARB -approved ultra-low emitting Irrigation controllers. formaldehyde NLEF) rosins (Tier ll) I. controllers shall be weather or Doll moisture based. Documentation. At least an of the following has been provided far 5304.43, 59045.1 2. Weather -based centralism witovt Integral rain sonsms or communication systems hav a 5304AS3 L PI'aduct certification ad specifications. separate wired or wireless rain sonar. soil mosture-used controllers are not required to have 2• Chat of custody certification. rah sensor Input. 5. Other methods acceptable to the enfomin i agency. Weather ResYtatce and VOWM e Resilient flooring systems. Comply with the VOcmisslOn h t limits defined o 2009 CLAPS 5.407.1 Weather protection. Provide a weather -restart exterior wall and foundationoweloppes as required by calmornla Building Code Section 14053 and Callfoma Energy Cede Seotlan 150, 5504.46 Iterla and listed an Rs Low- ttthg Materials List (or Product Regstry), or oder to manufacturers hetallatlonhetrvctbnsar Ical ordinance, whichever Is more stringent. FloaScore program W the Resilient Floor covering Intltute- 5.4093 Moisture control. Grploy moisture control measures by to following means, A5504.4h.1 VerBICCUOM Of Compaalcil. Documentation was provided verifying that rowlant floor" 5.4073.1 SprhWars. Prevent Irrigation spray an sbu tures. material meet the pollvI emission limits. 5.40733 Entries aid Open". Prevent water Intruslon Into buildings entries a openings A55043 HOtmelous patleulates ad ehemleal pollutants. Mlnhize and control poth tantentry Into build" MAT AL C4N5CCVATOR AIC POW R E CTIcmIGY OVA ernes Contamination Of regularly oceupled areas. Carhvakbn Waste ROduatbR Molsoodd and ROeycRg 5.4063 Construction waste diversion. A construction waste management plan has been submitted. A530433 Isolation d pollutant: sources. In roam where actMtles prod" hazardous fume or chemicals, 5.4063.1 Documentation. Provide documentation Of the waste management plan to to enforcement autourty that meets the requirements listed in section 5.406.2 Items 1 thou 4 O'tmaust them and Isolate them from their adjacent rooms as listed h Items I through 5 in 5.40633 loolated JobsRes• The enforcing agency racy make exceptions to the requirements of this section when gobeltee are located h areas beyondthe haul boundaries of the diversion facility. A$3045.2.on of regularly occupied areas. 5.4069 Const ruction waste. Recycle and/or salvage minimum of 50 percent of non -hazardous 530433 Pllters. In mechanically ventilated build", provide MEW 6 or better ah filtration media for construction and demolition debris or meet local ordinance, whichever Is more stringent. Outside and retrr, an prior to occupancy. Exceptions, kideer Mortar aid Radee cakel L Excavated Boll and lad-elearhq 2. Alternative 55051 Indoor Moisture control. Buildings shall meet or exceed to provisions of califerna Building Code, CCR, Tito 24, Part 2, Sections 1205 and chapter 14.1 waste reduction methods developed by wwit local agencles If diversions A111%&VMy ad tSfiaek or recycle faellRlas capable or compliance with this I= not exist. 5.406.4 Evacuated sell ad lad clearing debars- 100 percent of Mees, ebsrps, rocks ad associated 5506.1 QuAI air delivery. The minimum requirements of Section 121 of the Callfornlo Energy Code, vegetation orad sells from land clearing sholl be reused or recycled. C4R Title 24, Part 6 and chapter 4 of CCR, Title 6 or the applicable local code, whichever is Dodding Maintenance ad Operation mar stringent, have been met. 5.410.1 Recyclingreadily Provide aseryayg Wilding for Ha by and 53063 eh4om dioxide (CO2) mon". For build" equipped with demand central ventilation, C.02 00Iseand ventilation controls are totalled per- Title 24 Energy Code. anithg stor collection of nn-lazardom materialfor ecIn 5506.1 Cannssanhg (09). For new blldings >I0,000 s.►. building commissioning for all balking 5.4103 systems covered by T24, Pot 6, process systems, and renewable energy systems shall be 3306.1.1 Included In the design ad construction processes of the building project. 5.4103.1 Owner's PreJset Requirements (ORP). Documented before the design phase of the project begins the OPR shall Include Rome listed In 5.410.4 5.41033 Bmis of Design (WO) A written explanatianof how to design of the building systems meet$ to OPR shall be completed to design the at phase of building project and updated periodically to cover the systems listed In 5.41033 III °wing Ma tenor" ad opwa tm faalU w owelmon LU7 G� .r,i�e., ee.ew*rrn LU W CO Q O 04 Z 0 5,41033 Carmssiontg plan. A commissioning plan describing how the project will be commissioned GrO Includes Items listed In 5.410321 rr. Q 5.4103.4 Flnttioral performance testing. The correct Installation and operation of each component, system, and system -to -system Megace has been demonstrated. 5.410.23 Poa,Msntatbn and training. g. A Systems Manual and Systems Operations Training were provided. 5.41033.1 Systems manual- Tine System Manual shall be delivered to the building ower ar representative Ona facilities operator end shall Include Rome listed In 5.410353. 5,410333 Sgs}ems operation training. The training W the appropriate maMenmce staff for each Og41pmot hpe cI system shall Include Rema listed In 5.410333 Corrmrslonhg apart. A complete report of commissioning process activities (deelgn through 5.41036 Construction and reporting recommendations for post-comtnuction) have been provided to the Ower ar represantative. 5.410.4 Testing and adjusting. Testing and adjusting of systems for buildings <IOA00 s.f. 5.410.43 Eptam. Develop a written plan of procedures for testing ad adjusting systems. `Systems to be Included for testing and adjusting shall Include, as applicable to the project, the systems listed In 5.41013 5.410.45 A'OOOdmes. Perform testing and adjusthg procedures in accordance with hdmtrg best practices OnQ applicable national standards an each system. 5.410.41.1 W46 balancing. Before a new space condltloning system serving a bulldho m space s aphratsd for normal use, the system should be ba acod in accordance raft One procedures QOfined by natlo al standards listed In 5.41053.1 5.410.4.4 RetbotI g. After eortpletlon d testing, adjusting and balcnehg, provide a final report of testing sighed the IndMductl isle for perlOnmh these services. 5.410.43 be a maintenance idseacitch emd�I Owner detailed 04M instructions a�d er A<arraal. for r to poi VOIOI 5,410.45.1 Ini�ectbns and reports. Include a copy of all kopection verllcattan and reports required by the e�mtorcrng agency. OWNWNHWA - 61fthY 5505.1 Install only a direct -vend sealed- cobustlol gas ar sealed wood -burning fireplace, ar a sealed >+Obdstove, ad rofer to residential requirements In the California Energy Code, Ttle 24, Part 6, !bchcptm -7, Section 150. 5305.1.1 Wbtdstoves, dyoodstcves shall comply with US EPA Phase II smission limits. ftlillAalt C &nef 55045 tastruction IAO M magemenh Cover duct openings and protection of mechanical equipment owing construction. 5304.4 Finish material pollutant control. Ptlsh material shall comply with Sections d 5504.4.1 brovgh 5504.4.4 Adwalves, "Giants, caulks. Adhesives and sealants used on the projeet shall meet the ulrements of the folowhg standards. 1• ftheolyes, 5.504.4.1 adheelve bonding primers, adhesive prhers, adhesive primer, sealants coolest primer, Ona caulks shall comply with local or reginonal airp011utlen control or alr quality management district mul4s cher applicable, of SCAGMD Rule 1166 VOC tilts, as shorn In Tables 5364.4.1 and 5304.43 2. Aerosol adhesive, and smaller unit $Izee Of adhesives, old sealant or caukVktg compounds (h Iinits W procuct, less packaging, Whlchdo not weigh mora than One pond and do not consist 0 more than 16 fluid Ounces) shall comply with statewide VOC standards and Other requirements, Including prohibitions an use of certain taxle compounds, d Callfornlo Code of Regulation, Title rl, tommencing with Section 94507. 5304.45 Points and Ceattgs. Arehetectral paints end coat" shall comply N" Table 5304.43 unless in stringent local IhRs apply. 5304.43.1 Aerosol Paints and Codings. Aerosol paints ad coatings shall meet the Product -Weighted MIN Limits for ROC h section 44522(a)(5) and Other requirements, including prohibitions on use Of certain toxic compounds ad ozone depleting substances (ccR), Title I'1, Section 44520 et segy 5304,453 Verification. Verification of compliance with this *action shall bs provided at to request of the OMorcing agency. 5504.4.4 C4"t systems. All eerpet (stalled in the building Interior III meet the testing and product re4tvlements of one of to standards listed in 5504.4.4. 5504.4.4.1 'pot Cushion. All carpet cushion Installed In the bulldhg Interior shall meet the requirements of the Carpet end Rug Institute Green Label program. 5304.4.43 cc4pot adeslve. All carpet adhesive meets the requirements of Table 604.4.1. 5304.43 Composite rood r>rodcts. Hard<ood plywood, particle board, and MDF, composite wood Fr4ducts used on the Intortor of the building stall meet the requirements far I'mmoldehyde, as specHbd In Table 5.4403.4. A5304.43.1 f ly compliance ce with formaldelyeM IvArm- Where complying composite "ad product Is readily CYWTdble far i aKeslds tial Occupacbs, meet Phase 2 requrements before to compliance dates indicated in Table 5304.43 (Tier U, or use composite wood products made wlht either CARE -approved non -added formaldehyde (NAF) resin or GARB -approved ultra-low emitting formaldehyde NLEF) rosins (Tier ll) Documentation. At least an of the following has been provided far 5304.43, 5304AS3 L PI'aduct certification ad specifications. 2• Chat of custody certification. 5. Other methods acceptable to the enfomin i agency. Resilient flooring systems. Comply with the VOcmisslOn h t limits defined o 2009 CLAPS 5504.46 Iterla and listed an Rs Low- ttthg Materials List (or Product Regstry), or oder to FloaScore program W the Resilient Floor covering Intltute- A5504.4h.1 VerBICCUOM Of Compaalcil. Documentation was provided verifying that rowlant floor" material meet the pollvI emission limits. A55043 HOtmelous patleulates ad ehemleal pollutants. Mlnhize and control poth tantentry Into build" OVA ernes Contamination Of regularly oceupled areas. A530433 Isolation d pollutant: sources. In roam where actMtles prod" hazardous fume or chemicals, O'tmaust them and Isolate them from their adjacent rooms as listed h Items I through 5 in A$3045.2.on of regularly occupied areas. 530433 Pllters. In mechanically ventilated build", provide MEW 6 or better ah filtration media for Outside and retrr, an prior to occupancy. kideer Mortar aid Radee cakel 55051 Indoor Moisture control. Buildings shall meet or exceed to provisions of califerna Building Code, CCR, Tito 24, Part 2, Sections 1205 and chapter 14.1 A111%&VMy ad tSfiaek 5506.1 QuAI air delivery. The minimum requirements of Section 121 of the Callfornlo Energy Code, C4R Title 24, Part 6 and chapter 4 of CCR, Title 6 or the applicable local code, whichever is mar stringent, have been met. 53063 eh4om dioxide (CO2) mon". For build" equipped with demand central ventilation, C.02 00Iseand ventilation controls are totalled per- Title 24 Energy Code. Andean AM ,RSaIRy 5506.1 Ozone Depetan ad global camhq rOwtan Installations W HVAC, refrigeration and fire suppression equipment shall comply with Sections 5306.1.1 and 5306.13 3306.1.1 CPG. Install HVAC and refrigeration equipment that does not contain OFI 5506.13 H4bro. Install fire suppreemon equipment that does rat contain Halon. PERMIT k BUT7ECOUNTY pEVEIOPMENTSERVICES CODE CpMpO FOR DATE COMPLIANCE BY REV. I ` DATE V/ V7 L LU7 G� } IN o j pU)j O LU W CO Q O 04 Z 0 ° WW aG } IN o j pU)j O < W CO Q O 04 Z 0 f rr. Q n� W E CO O L N V ti CU + LO LO (0 !r N W ce) 70 ♦� O U C4.) (0111") ) mT ctVI 9 C CAL\ .JUN 2 0 2016 JOB #: 14-060 DRAWN BY: Ckd. BY: DATE: 6-16-16 DRAWING NUMBER A 5 BY STRUCTURAL NOTES 1. GENERAL A. ALL WORK SHALL CONFORM TO THE 2013 GBG AND ALL APPLICABLE LOCAL CODES. B. THE ENGINEER OF RECORD (CHAD RATZLAFF) HAS PROVIDED AND Ira RESPONSIBLE FOR 5PEGIFIC ITEMS DEPICTED IN THE ATTACHED CALCULATIONS. REQUIREMENTS NOT SPECIFICALLY!iHOWN IN THE ATTACHED CALCULATIONS AND DETAILS ARE THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR. OTHER BUILDING CODE REQUIREMENTS NOT INCLUDED IN THIS DESIGN INGLUDIN6 WATERPROOFING, FIREPROOFINFS, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS REQUIREMENTS, PARKING, BUILT-UP BUILDING PAD, AND ALL OTHER VEVON REQUIREMENT5 NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DE51ON CALCULATIONS. G. ALL WATERPROOFING AND FLASHING FOR, BUT NOT LIMITED TO, ROdF5, FOUNDATIONS FLOORS, ETC. 15 THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. D. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL A55UME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. E. THE CONTRACTOR 15 RESPONSIBLE FOR THE METHOD OF CONSTRUCTION AND SHALL PROVIDE ALL SAFETY MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS ANV THE STRUCTURE DURING CONSTRUCTION. THI5 SHALL BE ACCOMPLISHED BY SHORING, FORMING, BRACING, 50AFFdLOIN6. F. SIMILAR CONDITIONS SHOWN IN THE DRAWIN65 SHALL BE USED IF ANY PART OF THE CONSTRUCTION 15 NOT FULL DEPICTED IN THESE DRAWIN65 OR CALCULATIONS. 6. CONTRACTOR SHALL FIELD VERIFY ANY CONDITION NOTED AS EXISTING ON THE PLANS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD AND SHALL BE FULLY REVIEWED BEFORE PROCEEDING WITH CONSTRUCTION. H. STRUCTURAL DRAWIN65 AND DETAILS SUPERGEDE ANY SHOP DRAWINGS IN ALL CIRCUMSTANCES. THE CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION 15 IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWIN65 AND DETAILS. THE REVIEW OF THE SHOP DRAWIN65 BY THE ENGINEER OF RECORD 15 FOR 6ENERAL CONFORMANCE WITH THE STRUCTURAL DEVON INGLUDIN6 LOADING AND DIMENSIONS. TH15 REVIEW DOES NOT GUARANTEE THAT THE SHOP DRAHINC75 CORRECT. I. WALL FINISHES SUCH AS STUCCO OR PLASTER SHALL BE APPLIED OVER A SYSTEM TO ADEQUATELY ALLOW THE FINISH TO EXPAND AND OR CONTRACT WITHOUT GRACKIN6. IT SHALL BE THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR TO INSURE THAT DEFECTS IN THE FINISHES DO NOT HAPPEN. J. STRUCTURAL DRAWIN65 OR DETAILS SHALL NOT BE SCALED. K. FULL-TIME OR PARTIAL SPECIAL INSPECTION OF THE PROJECT SHALL BE CONDUCTED IN ACCORDANCE WITH GBG 2013 SECTION 106. THE FOLLOWING TYPE5 OF CONSTRUCTION SHALL BE INSPECTED: -NO SPECIAL INSPECTION 15 REQUIRED FOR THIS PROJECT. THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE EN6INEER OF RECORD AND BUILDING DEPARTMENT AND SHALL BE IGBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF INSPECTION REQUIRED. 2. DE516N REQUIREMEN LS:. A. THE 5TRUGTURE HAS BEEN DE516NED FOR THE FOLLOWING CRITERIA PER GBG 2013 CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O.: B. 5EI5MI0 (SHOP INFILL AREA): SEISMIC IMPORTANCE FACTOR: I SEISMIC SITE GLASS: D SEISMIC DESIGN CATc60RY: D RESPONSE MODIFICATION FACTOR: R = 3.25/3.5 MAPPED SPECTRAL RESPONSE ACCELERATIONS. 59 = 0.610, 51 = 0.2-10 SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.5335, 5DI = 0.3346, Cs = 0.1524/0.1642 BASIC SEI5MIC-FORGE-RE5I5TIN6 SYSTEM: X-BRACING/5TEEL FRAME SEISMIC. BASE SHEAR: SEE CALCULATIONS BY BUTLER ANALYSIS PROCEDURE USED: SEE CALCULATIONS BY BUTLER G. WIND: WIND SPEED: 110 MPH WIND EXPOSURE: G D. GRAVITY LOADS: LIVE LOADS: ROOF................................. 20 PSF to x t; PMEN t I 3 52 :2\ ,� E #4 HAIRPIN }#4 HAIRPIN 5/52, TYP, I r c E £`4 i t I I F/' I 11c ABI q6 6" SEISMIC OAP, TYP J I 2. SITE WORK AND FOUNDATIONS: A. ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER GBG TABLE 1806.2. UNLESS OTHERWISE NOTED BY 6EOTEGHNICAL REPORT. B. BUILDING SITE 15 ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A 6EOTEGHNIGAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. G. ALL FOOTIN65 (RETAINING WALL, SPREAD AND WALL FOOTIN65) SHALL BE CONSTRUCTED WITH A DEPTH BELOW THE FROST LINE, 12" MIN AND PER LOCAL REQUIREMENTS. D. ALL FOUNDATION TRENCHES SHALL BE GLEAN, FREE OF DEBRIS AND LEVEL. E. NATIVE OR FINISHED GRADE SHALL SLOPE AWAY FROM THE STRUCTURE A MINIIMUM SLOPE OF 5% FOR A MINIMUM IO FEET HORIZONTAL. FINISHED SURFACES SUCH A5 CONCRETE OR ASPHALT SHALL SLOPE A MINIMUM 2% OR PER ADA REQUIREMENTS. F. IF BUILDING PAD 15 REQUIRED, FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION AND OTHER FOREIGN MATERIALS. ENGINEERED FILL SHALL BE DE516NED, INSPECTED AND CERTIFIED BY A THIRD PARTY OTHER THAN THE ENGINEER OF RECORD. 6. RETAINING WALLS SHALL BE CONSTRUCTED WITH A MINIMUM 4" DIAMETER DRAIN PLACED AT THE BASE OF THE RETAINED 51PE OF THE WALL. PIPE SHALL BE SLOPED AND DRAINED TO DAYLIGHT. H. A 6EOTHECHNIGAL ENGINEER MUST APPROVE THE PLACEMENT OF FOUNDATIONS ON OR ADJACENT TO SLOPES. ENGINEER OF RECORD SHALL NOT BE LIABLE FOR ANY FOUNDATIONS NOT DEVONED IN ACCORDANCE WITH CHAPTER 16 SECTION 1805 OF GBG 2013. I. THIS DE516N AND CALCULATIONS ASSUME UNDISTURBED SOILS AND STABLE, LEVEL, OR STEPPED FOOTINGS. IT SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION IF OTHER CONDITIONS ARE PRESENT. J. NO RECOMMENDATIONS HAVE BEEN MADE FOR CONDITIONS WHERE THE LOADS TO THE EXISTING FOUNDATIONS HAVE NOT BEEN 516NIFIGANTLY INCREASED. ONLY LOCATIONS WHERE LOADS HAVE BEEN INCREASED 516NIFICANTLY HAVE BEEN ADDRESSED IN THI5 DESIGN. THE OWNER SHALL BE ADVISED THAT THE EXI5TIN6 FOUNDATIONS MAY OR MAY NOT BE STRUCTURALLY ADEQUATE. SETTLEMENT, CRAGKIN6 AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS DESIGN. 4. CONCRETE: A. CONCRETE SHALL HAVE A MINIMUM 25 DAY STRENGTH OF 3,000 PSI U.N.O. B. ALL GEMENT USED SHALL CONFORM TO ASTM 0-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. G. A66REOATE SHALL CONFORM TO ASTM G-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY A5TM 0-22i, 269, AND 295. IF TEST DATA 15 UNAVAILABLE IN REOAR05 TO ALKALI REACTIVE MATERIALS, PROVIDE GEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. D. CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE AGI 316. E. SLABS ON GRADE SHALL BE PER THE CONTRACTOR. THE FOLLOWING SHALL BE USED AS A MINIMUM: -AT GARAGE SLABS; USE 4" THICK 5.0.6. WITH #3 BARS AT 15" O.G. EACH WAY ABOVE MID -DEPTH OF SLAB OVER MOISTURE BARRIER OVER 4" A66REOATE BASE. -AT ALL OTHER CONDITIONS; USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. F. SAW -GUT SLAB WITH 3/4" DEEP 6ROOVE FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 15'-0" WHERE SLAB IS REINFORCED, INTERVALS SHALL NOT TO EXCEED 5'-0" WHERE SLAB 15 UN -REINFORCED. 5. REINFORGIN6 STEEL A. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 40 FOR #4 BARS AND SMALLER. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 FOR #5 BARS AND LARGER. WELDED WIRE FABRIC 15 TO BE ASTM A155 WITH LAPPING OF 1 1/2 SPACES. B. ALL BARS SHALL BE DEFORMED PER ASTM A305. G. ALL BARS SHALL BE GLEAN AND FREE OF LOOSE FLAKY RUST, GREASE OR OTHER BOND IMPAIRING MATERIALS. D. ALL BENDS SHALL BE MADE COLD. E. LAP REINFORGIN6 40 BAR DIAMETERS, U.N.O. F. REINFORCEMENT COVER SHALL BE AS FOLLOWS: -CONCRETE CAST A&AIN5T AND PERMANENTLY EXPOSED TO SOIL: 3" -CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 1/2" #6 BARS AND LARGER 2" -CONCRETE WITHOUT 501L OR WEATHER EXPOSURE: 3/4" 6. ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 24''-O" \ 1'-0" WIDE X 12" THICK WITH (1) #4 \ TOP AND BOTT 3 'El DOOR F3 v RECOMMENDED CONTROL JOINT 3/6" DEEP AT 15'-0" O.G. X -BRACING TION PLAN 52 r——, ABI I —� ----------- ABIJ �, r L PROJECT X EYPLAN LEGEND HAIRPIN REINFORGIN6 AB# ANCHOR B01 -T 51ZE AB# PER SCHEDULE 4/52 F# I— ' CONCRETE FOUNDATION I I SIZE F# PER SCHEDULE 1/52 L_J STRUCTURAL PLAN NOTES I. RECOMMENDED SLAB SECTION: I.I. 4" CONCRETE SLAB WITH #3 AT 15" O.G. OR #4 AT I6" O.G. SECURELY LOCATED AT MID -DEPTH OF SLAB. 12. WATERPROOF MEMBRANE (DELETE AT EXTERIOR SLABS) 1.3. 4" FREE DRAINING MATERIAL. 1.4. PROPERLY PREPARED 5U56RADE 2. CONTRACTOR TO PROVIDE CONTROL JOINTS AT SPACING SHOWN ON PLAN, TYP EA. WAY 3. ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. �1-rytt I 6" IGONGRETE SLAB #4 HAIRPIN ON GRADE PER NOTE I PER 6/52 E 3 O.H52 TYP \. F4 51 ,/ \. F5 \•�� _! ABI —�� ABI i mm !K" F2 FI LOQ 100 of--/pvr Ici; 2 REV DATE BY 2 02.18.16 CR � V W Z H 0� • ZZ -' 0 H m Q O iD Z V°o NO � V W Z • ZD E m O iD V°o W J Q / 01— O > S2 p W Ln CV OVi 0 Q W v Z OZ �ua O �CIVR �P JUN 2 0 2Q?6 JOB #: 14-060 Drawn By: CMR Ckd. By: CMR Date: 02.11.15 DRAWING NUMBER • E O iD • Q / /Lo O I CV OVi u 4- 0sLq O UJ U O N .� Lo 0 t �1 v� U �CIVR �P JUN 2 0 2Q?6 JOB #: 14-060 Drawn By: CMR Ckd. By: CMR Date: 02.11.15 DRAWING NUMBER I SLAB EDGE 1 I I FND PER PLAN — I101-011 COLUMN CENTER LINE 1, HAIRPIN — PER PLAN # 1 I MTL BLD& 1 J 4'-6" MIN LEG COLUMN PER PLAN I I i I 7 HAMPINAT END WALL S2 WALL FRAMING WHERE OCCURS — —V� r PER PLAN MTL BLDG FRAME LINE #4 DOWEL X 50" I EMBEDDED 6" INTO (E) SLAB TIGHT FIT AT 56" O.G. SLA! (E) SLAB AND a n IL FOOTING W d' n W 5 GLR WIDTH PER PLAN PER PLAN REINF. PER 5GHED. ANCHOR BOLT SCHEDULE A.B. TYPE DIAMETER NO. OF A.B. EMBEDMENT GRADE TYPE AB -I 5/4" 4 12" FI554 -6R 56 HEAVY HEX BOLT A5-2 5/4" 2 q" FI554 -6R 56 HEAVY HEX BOLT 2'-0"2'-0"(5) S.O.O. PER PLAN TOPd BOT 24" 5'-0" 5'-0"(4) #4 EA WAY E.N. EXTERIOR 24" 5'-6"5'-6"(5) 4 ANCHOR BOLT SCHEDULE S2 NoSC4W g PERIMETER FOOTING AT EXISTING SLAB S2 NO SC" S2 WALL FRAMING PER PLAN 9�TYPICAL EXTERIOR FOUNDATIONEXTERIOR FOUNDA77ON E,/,Nom # FRAME CENTER LINE FND PER PLAN — SLAB EDGE I I I I --� -------------- MTL BLDG FRAME, B.O. 201.011 0 HAIRPIN o ' PER PLAN . STANDARD 6" HOOK MIN AT CENTER FRAME LINE # FRAME CENTER LINE ---------� SLAB EDGE I I FND PER PLAN I I MTL BLDG I I FRAME, B.O. I I I\ L — —f — — — J 20'-O" HAIRPIN PER PLAN I I W I z o I o- I I I STANDARD 6" HOOK MINN I I I I �HAMPINAT END FRAME LINE FRAME LINE \S2/ a G r *-- DIMENSION "B" •—� FOOMG PLAN VIEW Z :LR :INFORCIN6 PER SCHED. THICKNESS 5" OLP, FOOTING SEC77ON EOOTINO SCHEDULE THICKNESS,U.N.O. DIMENSION A DIMENSION B SHEAR PLY PER PLAN P.T.D.F. SILL AND A.B. PER 6/52 24" 2'-0"2'-0"(5) S.O.O. PER PLAN TOPd BOT 24" 5'-0" 5'-0"(4) #4 EA WAY E.N. EXTERIOR 24" 5'-6"5'-6"(5) #4• EA WAY SLAB BOT y ...... V-0"#4• WHERE TOP d BOT I — —Q r — 5'-0" OCCURS #4 0 10" E.W. .. • a a a ... O n 4.1 RU Q n a.• a : (I) �4 CONT SLOPE GRADE 0-R TOP AND BOT AWAY FROM a STRUCTURE SPREAD FOOTING SCHEDULE a S2 NoscAM 3" CLEAR PLAN -PER 9�TYPICAL EXTERIOR FOUNDATIONEXTERIOR FOUNDA77ON E,/,Nom # FRAME CENTER LINE FND PER PLAN — SLAB EDGE I I I I --� -------------- MTL BLDG FRAME, B.O. 201.011 0 HAIRPIN o ' PER PLAN . STANDARD 6" HOOK MIN AT CENTER FRAME LINE # FRAME CENTER LINE ---------� SLAB EDGE I I FND PER PLAN I I MTL BLDG I I FRAME, B.O. I I I\ L — —f — — — J 20'-O" HAIRPIN PER PLAN I I W I z o I o- I I I STANDARD 6" HOOK MINN I I I I �HAMPINAT END FRAME LINE FRAME LINE \S2/ a G r *-- DIMENSION "B" •—� FOOMG PLAN VIEW Z :LR :INFORCIN6 PER SCHED. THICKNESS 5" OLP, FOOTING SEC77ON EOOTINO SCHEDULE THICKNESS,U.N.O. DIMENSION A DIMENSION B REINFORCING LOCATION 24" 2'-0"2'-0"(5) #4 EA WAY TOPd BOT 24" 5'-0" 5'-0"(4) #4 EA WAY TOP 3 BOT 24" 5'-6"5'-6"(5) #4• EA WAY TOP 3 BOT 24" 2'-4" V-0"#4• • 10" E.W. TOP d BOT I 24" 5'-0" 5'-0" #4 0 10" E.W. TOP d BOT 1 SPREAD FOOTING SCHEDULE S2 NoscAM NOTES SEE ANCHOR BOLT SETTING PLAN BY MTL BLDG# MANUFACTURE FOR ADDITIONAL INFORMATION FRAME LINE REV DATE BY 2 02.18.16 CR Lu. A.B. PER PLAN FRAME PER MIL BLDG MANUF. Z c BOLT PROD. PER m MTL BLDG MANUF. NOTCH AS REQ'D HAIRPIN PER PLAN BY MANUF. SEE 5/52 FOR V MORE INFO .1 FINISHED SLAB PER PLAN LLJ Q 00 GRADE P Y a ® W Ln fill ,�,., ` O 1.. i , d Z` = Q Ii <• " Lu rVZ I 4 _ �" O Z W p a' n i L a— k v. 4 °' r- U Q Ll�a e. W . .. ". n' . Q d . GOVT. FTS 5" GLR a EMBEDMENT BEYOND DEPTH PER REINF. PER A.B.5CHED. SCHED. WIDTH PER PLAN • E O •� < Lo � s 2 TYPICAL FRAME FOOTING -V < C a S2 rroscera o T N VLO () O N CIO0 c- u WALL FRAMING WHERE OGGUR5 PER PLAN MTL BLDG 40 FRAME LINE NOTCH AS REO'D BY MANUF. ESS FINISHED SLAB PER PLAN M l T &RADE 439 �y F, .,a ,a • E -30-,i NATIVE GRADE q cl I\- . CF z H J 6 al REINF. PER JUN 2 O 2010 W 0. a _ SCHED. Q a a K4 CONT JOB #; 14-060 TOP AND 5" GLR BOTT Drawn By: CMR WflDI'k9-FER PLAN Ckd. By: CMR BUTTE COUNTY DEVEIOPME NT SERVICES U2.11.15 CODE CoME� FOR Date: DA sY DRAWING NUMBER 3 TYPICAL PERIMETER FOOTING -0411- F")NoSC" C = 10—^V N.T.S. (E) ELECTRICAL PANEL LOCATIONS 5121"ae (E) METER SWITCHBOARD "MSB" NEMA I UNDERcsROUND FALL SECTION (E) DOOA 2-MI460V 9PH 4W BUSS 6SAIc RATING 300/9 9t Ace so0/9 SPACE 200/3 Zo015 (F) ANEL L I I/4"C 4-#2 (E) 'ANEL A ONE LINE DIAGiAM NO SCALE 111T1, o .....1 A tr.. 1 1/4"0 MOUNTNG: Flush TYPE. Panel Board Nema 1 5-#2 GU 9/0 w E3RKR, IsROLM (E) B C Q '15KVA _ / 6A5,KA TRANSFORMER SOW AS 2"0 FZWIRM4-3/O — (N) Showroom lights 20 �4 774 (F) ANEL L I I/4"C 4-#2 (E) 'ANEL A ONE LINE DIAGiAM NO SCALE 111T1, o .....1 A tr.. 1201208 volt 3 phase 4 w ire 100 amp main buss MOUNTNG: Flush TYPE. Panel Board Nema 1 Cir. # Description E3RKR, POLE A B C A BP10130 J_ BRKR. POLE Description Cir. # 1 (N) Showroom lights 20 1 774 18Q 20 1 Phone Board 2 3 Office lights 20 1 774 18020 Q W 1 Security Receptacle 4 720 20 1 (N)Show room receptacles 6 5 Bathroom lights 20 1 7 Exterior Lights 20 1 165 900 20 1 (N)Show room receptacles 8 9Fan Coil 1 20 1 1800 360 20 1 Microwave 10 0 360 20 1 Break Room Receptacles 12 11 Spare 20 1 13 AIC -#1 50 2 2220 1440 20 1 Conference Room Recept. 14 15 PIC -#1 50 2 2220 1080 20 1 Office Receptacles 16 17 Spare 20 1 900 20 1 Office Receptacles 18 19 Water Heater 30 1 2520 900 20 1 Office Receptacles 20 22• 21 24 23 26 25 28 27 30 29 5879 4794 720 34201 16201 2340 52 A I UUU91 bol'4l JUOUI 1=1 Donal _I Panel Load: 18573 = mps 52 x125% = 64 Amps 115801 93601 90OUl Hanel LOaa: ;4994U = of rtmps 83 x125% = 104 Amps 3/16"=1'-0" hiect 'Ca' iilllllllllllI®Or taIan REV. DATE BY 1 11/9/15 PLAN CH CK i� Z 4 WJUNTM: Surface J_ TYPE Panel Board Karns 1 .: volt 3 phase 4 w ire 200AWMain • WQ Warehouse lights0' W 0�__�__m0'(N)Warehouse ErG C }0)o <cLfy))o receptacles © ,(N) Q W O� co 0 NUZ O Z 115801 93601 90OUl Hanel LOaa: ;4994U = of rtmps 83 x125% = 104 Amps 3/16"=1'-0" hiect 'Ca' iilllllllllllI®Or taIan REV. DATE BY 1 11/9/15 PLAN CH CK n� f1W\ W O U Q0Q LO L WLq m W U c In [2 (0 a m 0 � U n� (�W ' 1 J sTy CMV OF CAO JUN 2 0 2015 JOB #: 14-060 DRAWN BY: Ckd, BY: DATE: 2-12-15 DRAWING NUMBER tz I i� Z 4 J_ M WQ W Nm ErG C }0)o <cLfy))o Q M 2Uo Q W O� co 0 NUZ O Z Q n� f1W\ W O U Q0Q LO L WLq m W U c In [2 (0 a m 0 � U n� (�W ' 1 J sTy CMV OF CAO JUN 2 0 2015 JOB #: 14-060 DRAWN BY: Ckd, BY: DATE: 2-12-15 DRAWING NUMBER tz I PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 1 of 3) PERF -1C Fqm I. 0aa Rope Cabinet New We/ Bid, ?/1111015 •� h [T�M[n �IJ e m Pma Flw PrtaMs[uw Arca ch.f CA CIImaM1 Zanl11 a3: We 1IfENAL I GENERAL INFORMATION fswRea. Mnl ❑ M1WMoleI GxV R. a: E4::boy TYPe . [4+wal ❑ MrjMnm 9 Peuva Ho- "raFC,sk Q hirec,",,fTeciparreint❑ el":c, ((;Dors p Nrw (,D 1 -r: ❑ M f 1 ❑ Plrera;e4n. STAT PTEM11EHT OF COMPLNNCE den ere Tha xxt ^tiled p 'lam she Watrg fear., arse Mica ra wFtledin Hear Be�Ctwn pl/ b: T1M 4 at 1 5 tte CW4f o]ed Regrea0om Ttue Ow Dm pos^li wrhh db�mmL.. R: weM'x. IIE fk rr31 YJ! ^Klebs :. 1 Ile r^C CO_:sPMrt a l C:A3t Y,.,. om Om _ OxumerrtatbnAWtdr :.✓ `� Nene awns Ye: JsnM wi:[Ms Cu'wa"r Fw.w[u.Pm,er snum nt[: rs ons om me.,n LMa.wn,um, a TM1e PrmD:jal Ltsgrar ndleby wrNles ttel tat pocoeetl blildlrg Design'easchool Ia it.. set d W b:C1iM xarMete, thine sec+ 1 tl d% !IIS edmltiwed 11n RS dFe!CNn e1CT.. DM dIM M}n n' mavwkUSWrs :bm.:]rtl wit'rIM1 Mrutappbalxp'nTM pC:u QA�r9f t'tt^tleag Mmmpe: see enegy err lel mmen raaine[Jmsect tG.O:ntlom'ryltt6 O.anr'taUOttso :pn ta9.ud rllN za, Par!s smite pew crew h ENV LTG Mol ... Ino N µ, me 9alh a aa'n ROFaslam art IgLM w It p ons dDlvl CNa > O O ❑ sN h'ewx .maa mew. man oMrx navnwrN'° ra drtl km deme Sema can Mw u +ue..r. Ir•u'. elwAaN•r'm. I .lama Meimd. Dm D O ❑ 53 1r6Ta 3bse,enec:-exurnew.'mv':�[[so['N4'eb RPFsr•Ie:r awd'atl�ea kn.SN mol More" lcrrn,q em h aRONss'an[Cwnba mY nnunrnnt ILSCMMBImsmi O O O p:,mramm eu wed ape p'otwvse ah:n.mna«type [/vrnehaeusinx'm aemP: un (:[ros YCMsn 55'iY YVB uc C•3'/ t principal Envebpe Designer Vii• nerwMwo 6WMf. <mCanY AMXe_ Megv Cele Fynxs abx. Mu:Mx slvs: C¢enxs coveloo ss+sr,ra .AAvw T• flon'tana Principal Meehan<alDnigner hire A.— MCMniW iorrpMru Ym!naq smaewrFu:M.+MXN MertssY kerns �'rylSYe?W rVnme pn ipN LIpMYg pcelpnw row 1 las row 2 minus row, Name amen:.• CandNnwd Fool Ame a m re,x u rm.ce mil, INSTRUCTIONS P ohs,li TOP PLICPM LOMPLIA.YCEe W03N5HEEt Slr tech Dox it aan deJ Crox%,e d.a=Raw lam. ❑ - 1 Cean[enlo, Zerolvm. LT.' Sol alP—, g1 :`[DI ❑ exNyn^Nxleer.SenR zaree l ❑ Low onericN ss'.:n.Rew4NmDM1m eact, p,w,LIeywWrgeer ❑ Ta m bi ( Ip Cap Noxp[ ❑ 85 E M. ME eu pdah IF 5w H aero..-... .rev ..... .�N m.. ... M Heahng spew Co.1n, raw own on C."p 27 Mdoor FSm Dem den ere Fans Hear Be�Ctwn ow Ow Dm Heat Re --- R: weM'x. cm om Om Pumps WmexN[NM Water Dw: ons om DHIV Li er 9 oar Comments pen as C hbn 9 9 Res Receptacle roa6r rGAe) RarePlade Pa a Dm ow dm Proc s Rocesa LpndTO m, dm am Process; Lly MTP{a ax ae� ,grezy rD r) R-19 Wall 0.rceMEetbrthan&DMard Wood ITA am axclutlln pw 11 BUILDING COMPLIES GENERAL INFORMATION R-11 Roof Attic row 1 las row 2 minus row, Suk ne postal n Rwl Yoe xD CandNnwd Fool Ame a Numberaalo,: Gm.ndMeeediii.m P»ew e pn, roll Nurlpmds"Mrs CxodMomd Footprint Nae sy1 Hunner d)nnes t Naeval Ge Aeikhm On 6MYea diedatbn Grwa Ana Gmdn Nw Cmtm Retia Ront Elenstbn alt Elwaeon Rear Elevation RqM ENYWan Total Bell f. Asia 1 pmien lwaron. 11126 Midway a Compnana Method: 1 I 3 1 4 5 6 ) 8 9 20 11 12 all epi.M-A. dpxpl. adll. Dols estnot, x dnx pct. .e% SNndad Pro it PreccdPtM Veruea loo Prescriptive Lighting Pioneer Denaay ran Wem Wean. Compadsononlr. See LTI41 for showed LPD. 'E OF GLIFORNA PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3) PERF -1C come p : Oak Rlage Cebir f¢New Mefel8ldg 1/11/2015 ZONE NFORMATION Fxi In. Cv bb.mo LPD Proc Arts Lots C-Nln Pr. a thel Loi tsent m Name Zone came IXw T N W yr µ Lo+eorc-ervp Mes zort1 Ila nhe..Soloo L.Sa .. sn«:,u.. ons E%CEPnONALWCOMInONSCOMPLIANCE CHECNLfST onto a wmmw a-xrsrv:n m,� Dwm«ren af.,nwrm m.rw...mn[m.err,ux,wnim. mK.o.ma,.wx. aD.aa..rrr.r, a s..r�:,>weo.arrry :r,n wxr..mw a. e. u..ewn wnnm.we �pn�.mem.rw 'onn srMna.mearawq ovaren elive,n.nrewa nlenspsrerq sew sapngsaax ardload «,mmrma,r.remm.e. IMnnscryskm tom wa-SMp Mn F[Mw CemsM Cmsa Wnrle Mnpr 94mWaee[Mn Ile I. wewim�va mornb rrMr�n��nsn u��n vorraae semi ppr�[w.n[rmm lupe xv.waeear mmmnwnAxenY. Pers-eerm.rmn an AurrnMaasi,ro-or ENVELOPE COMPONENT APPROACH�'d",' C rFNRC}E4V014 Revised W14 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV-01-E EnWlooe Component Approach (P g ,."j Oak Ridge Cabinets New Aletal elcg de,.•P.-a 212265 G. FENESTRATION PROPOSED AREAS AND EFFICIENCIES 1 ] 1 pmien lwaron. 11126 Midway a Compnana Method: 1 I 3 1 4 5 6 ) 8 9 20 11 12 Orientation Al Ta AD Fe... ratlpnT pe Area mRoof eofMax Panes U -Fort., Overhm Max Mln RISHGC VT Condkbns label SI.tm mmmetle 9 BuldinglYwp) O Nonresidersel 0 ingh-Rhe Re,ohni Ed Hotel/Mote) Guest Room 21 Area. Matelot Frame Depth Relm,fable PublickM1roltlMR. OCanditbrrM $wcez QUncdndM1bned Spaces ;�nUrucouosIrate Ut on D A li Ft Arrva for lar a Fn<lasetl 5pace> SnW R' Rlch¢ked indWe lire NRCC{NVM-f wrth subm tpl Requred U -Fatten From Table; B,CO Comments 1 Wall Wood 2X4@16 43.1-A1 0 0356 Area category R-0Wall 2 Wall Wood 2X6@16 4.3.1-A5 19 0.074 NRCC-LTI-02-E, page 2 R-19 Wall 3 RaiN Wood 2x4@24 4.2.1-Al4 11 0.0 0.076 R-11 Roof Attic row 1 las row 2 minus row, row l minus rose, a 230 N,ERVELOPEMANDATORYMEASURES Indicate location on building plans of Mandatory Envelope Measures Note Black ENV -M M INSMUCTONSTOAPP"WENVELOPECOMP NCELWORRSNEETSfledboaBwodsh.apein,t a dl Fwdemlkdlnsnvcddnson Mouse ofMls prat dl Ereryy f/flrlesaySmMardsrompponw farms, peosr rtfer m Me Non¢sldentld ComnNarce,Nanuxl. In NRCC-ENV-0IE Certificate of Compliance. Required on plans for all submittals. ❑ NRCC-ENV-0a-E fhesehen minimum skyl ghtreglireTentsfor large enclosed spaces are required indimate Tones 2 through lS. Optlosol on plans. W Bulling Bear, Effidenq Ethical .2013 Nomestdentml Cwndal... June 2014 -T - r -- IT( STATE OF CSLIFORNM EPFVELOPE COMPONENT APPROACH Yb", _ " CEONRCO@N-04E Rwhent MI. WL60RNM ENERG COMMISiNH1 ftp CERTIFICATE OF COMPLIANCE NRCC-ENV-01-E Envelope CompOnent Approach (page 3 Of 4) "-l'i Oak Ridge Catirets Nev, Metal Bldg. °ime^we 2/12/2015 A. GENERAL INFORMATION 1 ] 1 pmien lwaron. 11126 Midway a Compnana Method: Ommponent OUmmndelonerf.le AmdaMO 9 10 GCAyaM Zip Code: Chico. ) &rikdrg imnt prkmatanldea eraNrnl)' 225 tlEg a CTmatt )onn 1t a PermineaSmpedf Weh ON Cn trrrilnn DArl n DAheraHon 105:1racespsubhc5shol Total Cona@IdneiNow 637 9 BuldinglYwp) O Nonresidersel 0 ingh-Rhe Re,ohni Ed Hotel/Mote) Guest Room 21 Area. Matelot Frame Depth Relm,fable PublickM1roltlMR. OCanditbrrM $wcez QUncdndM1bned Spaces ;�nUrucouosIrate Ut on D A li Ft Arrva for lar a Fn<lasetl 5pace> SnW R' Rlch¢ked indWe lire NRCC{NVM-f wrth subm tpl B. ENVELOPE DETAILS -Framed 1 ] 3 1 4 1 6 T 8 9 10 Tal Assam Te l : 3 a 5 6 RequlnC U -motor roam Tables B. C.0 Comments a 9 10 21 Tag/10 Assembly Type Matelot Frame Depth Fame Appendix JA4 Sual Reference Cavity 11couewlue ;�nUrucouosIrate Ut on Proposed UFMtw Requred U -Fatten From Table; B,CO Comments 1 Wall Wood 2X4@16 43.1-A1 0 0356 Area category R-0Wall 2 Wall Wood 2X6@16 4.3.1-A5 19 0.074 NRCC-LTI-02-E, page 2 R-19 Wall 3 RaiN Wood 2x4@24 4.2.1-Al4 11 0.0 0.076 R-11 Roof Attic C. ENVELOPE DETAILS - Non -framed 1 ] 3 1 4 1 6 T 8 9 10 Tal Assam Te Thickness Aller Matetlals inches) Ione rear., Care Imdation R -value ContMuors Imulaoom R -value AppendlalM Proposed Reference U-Faaor RequlnC U -motor roam Tables B. C.0 Comments 7 mt 1. 10 111 TaCAO Mass Oemiry Type (lb!R" Mass Tlllchel (Inches) funlnRStrip Thickness )inches) Imectur Insulation Ryalue Fa ,nor Irlsuolion R -value AReferen a Reference proposetl Ixzdnion U -t Ron D. ENVELOPE DETAILS - Mass Conditioned Floor Area: 637 lug—GIiLm-E Chol card WLIFORNIA ENERGY CCI,IMISSICN CERTIFICATE OF COMPLIANCE - USER INSTRUCTIONS NRCC-LTI-0l-E hdoor Ugh Ung (Page 1 of 5) Iroren Name: Oak Ridge Cadre's New Metal Bldg. Z 3 1 d 5 6 7 mt 1. 10 111 TaCAO Mass Oemiry Type (lb!R" Mass Tlllchel (Inches) funlnRStrip Thickness )inches) Imectur Insulation Ryalue Fa ,nor Irlsuolion R -value AReferen a Reference proposetl Ixzdnion U -t Ron Required U -fat, To Tables, B, C, D mmmenlx ❑ Addltlon ❑ Alteration Method of Compliance: ❑ ComplMe Building C Area category ❑ Tailored I. Ldndo(e UMSRIVokrcb/udn9 tM1e SRI-WOM1.cbretot(IBO/andenter Me rcwRM9 volae in Me SRl fnNmn aWsx ondonotlrahrpYfor LM1rSFFWahshret NgCC-FNV03-Ero mem [Mzfarm. NRCGLTI-OLE Doge 2 NRCC-LTI-02-E, page 2 .n oulloof Snemy triaPncy Stall -tali Nanrseepti nCall lance, STATEOF WLIPoPNP Iuil 101a INDOOR LIGHTING Conditioned Floor Area: 637 lug—GIiLm-E Chol card WLIFORNIA ENERGY CCI,IMISSICN CERTIFICATE OF COMPLIANCE - USER INSTRUCTIONS NRCC-LTI-0l-E hdoor Ugh Ung (Page 1 of 5) Iroren Name: Oak Ridge Cadre's New Metal Bldg. Door Prtca'rd: 2/12/2015 Climate Zone: Conditioned Floor Area: 637 Indoor Lighting Power for Conditioned Spaces Indoor Ughdng Power for Uncondldoned Spaces Mass Rad Air Banter Whole all A arae YTVpe Air Leakage Testing mmmen[s 11 Unconditioned FloorArea: 1,898 wit Ar" icer Thermal SRI' Abed Sdar Thermal SRI I nstalled Lighting Llghting General Information 400InsWled mt 1. NRCC-LTI-01-E,Safed a Building Type: 13 Schools ❑ Nonresidential ❑ Relocahble Public Schools ❑ 13 High -Rise Residential Conditioned Spaces ❑ 0 himailli Unconditioned Spaces Phasea Constructlom 13 New Construction ❑ Addltlon ❑ Alteration Method of Compliance: ❑ ComplMe Building C Area category ❑ Tailored LIGHTING CDMPLMMa MWMENTS (select yes Car each doclrmem hNJuded) fcvdresdrd ols,uptpns on the ex, of tfez pop oil inane, E/frcieery 5,m,,,ds Lnnphei dorumems, rc/er to of, Nunresideral Monad published by Ole Caliish m n fral Commissrn. =YES FORA TOLE NRCC-LR-01E Cerullo Iedmmpliar, All Poloom,oredlen paten fw thsubmistals, NRCC-LIT-02-E Ughdng Car l 1.11bce, of Compllana, all PAF Collector All Pages .,Limit par PILIf Orall submltnk. NRC -0T -03E IndoorLightng PowerAllowance NRCC-UIOIE Taibretl Method WrlslNetsNRCC-LITHS{ Line Voltage Track Lighting Worksheets Summary of Allowed Ughting Power Conditioned and Uncondtloned space Ughdng must not be combined for compliance Indoor Lighting Power for Conditioned Spaces Indoor Ughdng Power for Uncondldoned Spaces Mass Rad Air Banter Whole all A arae YTVpe Air Leakage Testing mmmen[s Watts 25 to wit Ar" icer Thermal SRI' Abed Sdar Thermal SRI I nstalled Lighting Llghting RrnMance Emibame O 1aM11 ReRManw Eor se optiawR C,r. 400InsWled mt 1. NRCC-LTI-01-E,Safed a DL NRCGLTI-01-F,Phis, 4 ♦ 256 2 PORTABLE ONLY FOR OFFICES e RefleMn[eeM a tU ep ' ements 0 HRh-r se residenwi buldrngzantl HotAhand Mutelz wdh steepsloped roofs In O'ma[e Zones 3 antl 16are exemptlom aped Solar ReOntance ana amhpnce requ repents. NRCGLTI-Ol-E,page3 and emhdnw re ulremenh Toa Liquid Field lied Ce ' apply Ru pp onn the cdaan must baa lie as, g PP dacross entlre andotthea dean, hkkness orcaveraee recommended by Me cortin mandacmrer and menminimum Ho"no— ulrements NtM I27 is 4110.81M. Select Mea Bwblematin: 1fol 3 Minus Lighting Central Credits 1. C'hecethebox IJ ,dpedsdurre!iropsle xearetwolo6le M tatCool RcpJRatMq muwq'a Rded ProdLet ONermy Thenux Ore equation In Segel 110.skil where McInitiol Re/kdance 0 Minus Lighting Control Coal I. Ldndo(e UMSRIVokrcb/udn9 tM1e SRI-WOM1.cbretot(IBO/andenter Me rcwRM9 volae in Me SRl fnNmn aWsx ondonotlrahrpYfor LM1rSFFWahshret NgCC-FNV03-Ero mem [Mzfarm. NRCGLTI-OLE Doge 2 NRCC-LTI-02-E, page 2 - 26 4 Adjusted Installed Lighting Poll _ 400 Adjusted Inshlled Lighting Power IL row 1 las row 2 minus row, row l minus rose, a 230 CASAM!, Energy Efficlenry Standards- 2013 Norim,ldenlial mmCiiano, June 2014 STATE of MWO"A ENVELOPE COMPONENT APPROACH CEC-NRCC OVISH E RMaM Wt{ WLNORIM ENERG<gNMRiSpN ^�% CERTIRCATE OF COMPLIANCE NAC[ -ENV -0I{ Envelope Component Approach (Page 2 of 4) ' Oak Ridge Cabirets NI Bldg. MNm..a 7/12/2015 E. ROOFING PRODUCTS (COOL ROOF) 1 2 3 s 5 6 T 8 9 10 11 Mass Rad Air Banter Whole all A arae YTVpe Air Leakage Testing mmmen[s Pm wed Min). Required 25 to 2,278 Ar" icer Thermal SRI' Abed Sdar Thermal SRI neater Roof Pkch n0 NRCI-LTI-M-E- Must be submitted fere lighting control system, creation Energy Management Control System( EMC51. to be recognized for cnmplMnce. RrnMance Emibame O 1aM11 ReRManw Eor se optiawR C,r. Q mt O v DL O ❑ Field Inspector D' An aged solarrcRecbna lea tllan 0.63 h allowed pmvia<tl Me m2lmum roof / ceiang U-facmr In TABLZ 140.3 is Cat exccedss ❑ H l rhe rasion R m Ibu'IM snarl, and Motels tell wine lowslo roofs) II ped nC mata LnneslMmgh Ala and lb are emmp[etlfram aped Soar RefleMn[eeM a tU ep ' ements 0 HRh-r se residenwi buldrngzantl HotAhand Mutelz wdh steepsloped roofs In O'ma[e Zones 3 antl 16are exemptlom aped Solar ReOntance ana amhpnce requ repents. ❑ real area crearea by b eldisg Infegramed pho evoica c oris ane building Mentioned solar memvl wneh are tommpt eon ages Year Refleplannee and emhdnw re ulremenh Toa Liquid Field lied Ce ' apply Ru pp onn the cdaan must baa lie as, g PP dacross entlre andotthea dean, hkkness orcaveraee recommended by Me cortin mandacmrer and menminimum Ho"no— ulrements NtM I27 is 4110.81M. Select Mea Bwblematin: 1fol 7110. OAIuMMN gmenhd Aphan Rw/mating OC<men[-raced Poo/madng DOther NOTES: 1. C'hecethebox IJ ,dpedsdurre!iropsle xearetwolo6le M tatCool RcpJRatMq muwq'a Rded ProdLet ONermy Thenux Ore equation In Segel 110.skil where McInitiol Re/kdance vdlrcfpm she axonedirectory wed use Me eyup (02+11p,em-02) m WornacalmloHdyrd ag+w, Whereylz MrldOaJS'obr PefketarnreaMBhelMersetm065fw fico lAPlid modrga wA h fA m ¢N/wall oNermopnfl wWlcG p1gE(jBpO fieblMpl(N [mGrg. I. Ldndo(e UMSRIVokrcb/udn9 tM1e SRI-WOM1.cbretot(IBO/andenter Me rcwRM9 volae in Me SRl fnNmn aWsx ondonotlrahrpYfor LM1rSFFWahshret NgCC-FNV03-Ero mem [Mzfarm. F. Air Barder Complies ONLY if Installed S Allowed 1 2 3 q S Altos I, Ta ID neaten N Yw Air Banter Whole all A arae YTVpe Air Leakage Testing mmmen[s 400 Allowed Ughting Power U nconditioned NRCC-1119.03-E, page) 2,278 �C W eunaMR Energy Erndenwstalaams -1013 Nanramandal campnana STATEOF WLWPN , June 2014 BOOR LIGHTING yRCGLTL01-E asol 0i CALIFORNIAMN YCOMMIS51pN ,71FICATE OF COMPLIANCE -USER INSTRUCTIONS NRCC-LTI{ aor Lighting (Page 2 c 'c come'. Oak Ridge Cabinets New Metal Bldg. Dan Pronvol 211212015 S. Complies ONLY if Installed S Allowed Complies ONLY If lmtalled s Agowed FormRtle G. Allowed Lighting Power Conditioned NRCC-LTI-03-E, page) 400 Allowed Ughting Power U nconditioned NRCC-1119.03-E, page) 2,278 Declaration of Req ulred Installation Certificates -Declare by selecting yes for all lentellatlon Certificates that will be submitted. (Retain copies and verify forms are completed and signed,) YES NO FormRtle 0 Makessesse N RCI LTI-01-E- Must be submitted f tell buildings ❑ Field Inspector �C W NRCI-LTI-M-E- Must be submitted fere lighting control system, creation Energy Management Control System( EMC51. to be recognized for cnmplMnce. ❑ Field Inspector Q 0 NRCI-LTI-03-E- Must the, submitted for a bre-voltage, track lighting integral current limiter, or for a supplementary overeurrent protecton panel used to energize only line Voltage track light ng, to be recognized for compliance, 13 Field Inspector �0Q NRCILTI-Ol- Mug be submitted fortwo interlocked systems serving an auci[orium, a convention center, a cerference room a multipurpose room, or a theaterto be, recogined for compliance. ❑ Field Inspector NRCI-LTI-Qi-E-Must be submitted for a Power AdjustmentFactor RAF) to be recognised for compliance, ❑ Fie d Inspector NRCI-LTI.W-E- Must be submitted for ad ditlonal wattage Installed ina video conferencing studio to be rewgnizetl for compliance. ❑Fiedlnspedor Declaration of Required Certificates of Aceeptance-Declare W checking all of the Certificates of Acceptance that will be suhmdtad. (Retain copies and verity forms are completed and sighed.) YES NO FOrm/Tltle NBCA-LTI-02-A-Must be submitted for occupancy sensorj acd automatic V the swmch controls, ❑Fieltl expositor NRCA-LTI-03-A- Must be submitted for automatic daylight controls. ❑ Field Inspector NR^_A-Llrl EPA • Must be submitted for demand responsive Ilghtl ng controls. ❑ Field Inspector CA BulMing Energy DA LIANII sy REV, I DATE I BY 2 1 02.1£3.16 1 Cid 0 V wZz assafflosso ICE> 0 Makessesse co �C W LU Q 0 z 0 W N� assafflosso ICE> }1 moo f3 �C W O _N Z z �0Q w�w (� W O U +� > 00 O QQNor c U � >, N Ocn ca tiUL co \Vill O V rv�w, I �q CIVIL � CA, J JUN 2 0 2015 JOB #: 14-060 DRAWN BY: Ckd. BY: DATE: 4-23-15 DRAWING NUMBER E 2 1T STATE OF CALIFORNIA STATE OF CALIFORNIA STATE OF CALIFORNIA INDOOR LIGHTING p INDOOR LIGHTING V INDOOR LIGHTING CEC-NRCGLTtm-E R.Wsrd Oflll4 CALIFORNIA ENERGY COMMISSION � �^` LECARCC•LTWI-E Nsedadl4 CALIFORNIA ENERGY COMMISSION "^ 'd' LEL-NRGGL}401-E'ReHxdO&16 CALIFORNIA EN ERGYCt,MMISSION CERTIFICATE OF COMPLIANCE -USER INSTRUCTIONS NRCC LTI 01-E CERTIFICATE OF COMPLIANCE -USER INSTRUCTIONS NRCC-LTI-01-E CERTIFICATE OF COMPLIANCE -USER INSTRUCTIONS NRCC-LTI-01-E Indoor Lighting (Page 3 of 5) Indoor Lighting P,.,; iNd1ee' Oak Ridge Cabinets New Metal Bldg. ooh Arepa•ea: 2/12/1015 (page 3 of S) Indoor Lighting vrojeR Name. (Page4of 5) -Oak Ridge Cabinets New Metal Bldg. one ereparea: 2/122015 °roJett NamYOak Ridge Cabinets New Metal Uldg. axe reaa•m: 2/122015 A separate Lighting Schedule Must Be Filled out for Conditioned and Unconditioned Spares. Installed Lighting Power listed on this Lighting Schedule Is only for: A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule Ls only for. E3 CONDInONED 4PACE ❑ UNCONDITIONED SPACE ❑ CONDITIONED SPACE m UNCONDITIONED SPACE A separci Lighting Schedule Must Be Filled Outfor Conditioned and Unconditioned Spaces. installed Lighting Power listed on this Lighting Schedule is onlyfor. A. INDOOR UGtfTING SCHEDULE and FIEL9 INSPECTION ENERGY CHECKLIST A. INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST a CONDITIONED SPACE ❑ UNCONDInONED SPACE ❑ The actual incept lighting power listed on this page and on the next page includes all installed permanent and planned portable lighting systems. ❑ The actual indoor lighting power listed on this page and on the next page includes all installed permanent and planned portable lighting systems. ❑ W hen Complete Building Method Is used for compliance, list each different type of luminaire on separate lines, ❑ When Complete Building Method Is used for camp Ila nce, list each different type of luminaire on separate lines. ❑ When Area Category Method or Tailored Method Is used for compliance, list each different type of IuminaIre by each different function arca on separate lines ❑ When Area Category Method or Tailored Method Is used for compliance, list each different type of luminaire by each different function area on separate lines ❑ Also include track lighting in schedule, and submit the track lighting compliance form (NRCC-LTI-05-E) when lino -voltage track lighting is installed. ❑ Also include track ligh ting in schedule, and submit the track lighting compliance form (N RCC -CTI -OS -E) when line -voltage track lighting is installed. B. Installed Portable Luminaires In Offices - Exception to Section 140.6(a) ❑ Tics section shall be filled out ONLY for parable luminaires in offices (As defined in §100.1). All other planned portable luminaires shall be documented on next page of this compliance form. ❑ This section Is used to determine If greater than 0.3 watts of portable lighting Is planned for any office ❑ Fill out a separate line for each different office. Small offices that are typical (having the same general and portable lighting) maybe grouped together. This allowance shall not be traded between offices having different lighting systems. Office POrtaPle Luminaire Office Installed Portable Luminaire Watts Per Square D Office Location F Schfdule Foot m' a F Complete Luminaire Description (i.e, 31amp fluorescent troffer, F32TS, one dimmableeleo conic ballast) Field How wattage was determined c c 9 i w o B d m x k =.v Primary function area in which these luminairesare installed Inspector A B C D E F G H I 1 ❑ Indoor Lighting • Lighting Controls g (Page l of 3) instructions in accordance with Section 130.1. Installed ❑ ❑ (Paget of 3) '""" 7/122015 D E ❑ ❑ N °"...... Oak Ridge Cabinets New Metal Bldg. °'"°"n°"+ 2112/2015 1 r portable o Watts IfF5o.3, ❑ Identify Office area In which multi-level lighting control requirements in accordance with Section 130.1(b). O ❑ ❑ All installed Indoor lighting shall be equipped with controls that meet the applicable Shut -OFF Control requirements in Section 130.1([). 3, 3 luminaire S: ry per enter zem; Lighting power in buildings larger than 10,000 square feet shall be capable of being automatically reduced in response to a Demand Responsive Signal in Identify Office area in which ❑ ❑ accordance with Section 130.1(e). +acre Description Complete Wmil P Control (Li occupancy sensor, v m ., watts in this n' a square If Ex0 these portable luminaires are L1 = (Le., LEO, under cabiPet, fumilure mounted Watts per 0 o+ office m foot If F>0.3, o installed ❑ ❑ direct/ ndirett) Luminaire $ in xC) 0 (D/E) (r-0.3) ❑ ❑ dimmer, automatic daylight, Units A, Cl ❑ , a m ❑ ❑ INSTALLED WATTS PAGE TOTAL: 400 Entersum total of all pages Into NRCC-LTI-01-E; Page 2 a etc...) etc...) ❑❑ Dimming - Manual 256 ❑❑ 26 ❑ ❑ ❑ ❑ Enter sum total of a II pages into NRCC- Tot2i installed portable luminaire watts that are greater than 0.3 watts per square foot per off ice: LTI-OS-E; Page 1 B. Installed Portable Luminaires in Offices - Exception to Section 140.6(a) ❑ This section shall be tilled out ONLY for portable luminaires in offices (As defined in §100.1). All other planned portable luminaires shall be documented on next page of this compllance form. ❑ This section Is used to determine If greater than 0.3 watts of portable lighting is planned for any office ❑ Fill out a separate line for each different office. Small offices that are typical (having the same general and portable lighting) may be grouped together. This allowance shall not be traded between offices having different lighting systems. Office Portable Luminaire Office Installed Portable Luminaire Watts Per Square D Office Location F Schedule Foot m' a F Complete Luminaire Description (i.e, 31amp fluorescent troffer, F32TS, one dimmableeleo conic ballast) field How wattage was determined c c 9 i w o B d m x k =.v Primary function area in which these luminairesare installed Inger A B C D E F G H 1 1 ❑ Indoor Lighting • Lighting Controls g (Page l of 3) instructions in accordance with Section 130.1. Installed ❑ ❑ (Paget of 3) '""" 7/122015 D E ❑ ❑ N °"...... Oak Ridge Cabinets New Metal Bldg. °'"°"n°"+ 2112/2015 1 r Pon' le ?, o Watts IfF50.3, ❑ Type/ Description of Lighting. multi-level lighting control requirements in accordance with Section 130.1(b). O ❑ ❑ All installed Indoor lighting shall be equipped with controls that meet the applicable Shut -OFF Control requirements in Section 130.1([). 3. 3 luminaire S: ry per enter zem; Lighting power in buildings larger than 10,000 square feet shall be capable of being automatically reduced in response to a Demand Responsive Signal in Identify Office area in which ❑ ❑ accordance with Section 130.1(e). Complete Luminaire Oesvl tion P p Control (Li occupancy sensor, a m' _ � watts in this m' 5 square If ExG these portable luminaires are N _ (i.e., LED, under cabinet, furniture mounted Watlsper 'D -o+ office m ,^. :4 foot if F>0.3, o in, ied ❑ ❑ drect/Indirect) Luminaire $ (BxC) 0 (D/R) (r-03) ❑ ❑ dimmer, automatic daylight, Units A, Cl ❑ , a m ❑ ❑ INSTALLED WATTS PAGE TOTAL: 400 Entersum total of all pages Into NRCC-LTI-01-E; Page 2 a etc...) etc...) ❑❑ Dimming - Manual 256 ❑❑ 26 ❑ ❑ ❑❑ Enter sum total of all pages i nto NRCC- Totalinstalledpertableluminalrewatts that are greater than 0.3 watts per squ are foot per off ice: LTI.Ol-E; Pagel G INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Luminaire Schedule Installed Watts Location Field Inspector' A B C D E F G H m' a F Complete Luminaire Description (i.e, 31amp fluorescent troffer, F32TS, one dimmableeleo conic ballast) 3 f How wattage was determined c c 9 i w o B d m x k =.v Primary function area in which these luminairesare installed Pass rail 3 0 w e :. _- u Recessed. 40.0 0 ❑, 10 400 Office <= 250 sgfl ❑ ❑ Indoor Lighting • Lighting Controls g (Page l of 3) instructions in accordance with Section 130.1. A ❑ ❑ (Paget of 3) '""" 7/122015 D E ❑ ❑ N °"...... Oak Ridge Cabinets New Metal Bldg. °'"°"n°"+ 2112/2015 1 ❑ ❑ ornamental, and special effects lighting shall each be separately controlled; In accordance with Section 130.1(a)4. M The NRCC-LTI-02-E shall be used to document all mandatory and prescriptive lighting controls that are applicable to the project. ❑ ❑ Type/ Description of Lighting. multi-level lighting control requirements in accordance with Section 130.1(b). O ❑ ❑ All installed Indoor lighting shall be equipped with controls that meet the applicable Shut -OFF Control requirements in Section 130.1([). DATE:: 4-23-15 DRAWING NUMBER ❑ ❑ Lighting power in buildings larger than 10,000 square feet shall be capable of being automatically reduced in response to a Demand Responsive Signal in ❑ ❑ accordance with Section 130.1(e). Control (Li occupancy sensor, ❑ ❑ normal use, Indoor lighting controls serving the building, area, or site shall be certified as meeting the Acceptance Requirements for Code Compliance in If ❑ ❑ accordance with Section 13C.4.(a). The controls required to meet the Acceptance Requirements Include automatic daylight controls, automatic shut -OFF ❑ ❑ Location in Building ❑ ❑ of o 0 ❑ ❑ o 0 $ ❑ ❑ 0 P $ ❑ ❑ dimmer, automatic daylight, Units A, Cl ❑ , a m ❑ ❑ INSTALLED WATTS PAGE TOTAL: 400 Entersum total of all pages Into NRCC-LTI-01-E; Page 2 a CA Building Energy Efficiency Standards -2013 Nonresidential Compliance June 2014 Installed Watis CA BuildingEner Efficiency Standards g2/ c2/ 2013 Nonresidential Compliance Jun,2014 Field Inspector' A B CA Buildin§Energy Efficiency Standards- 2013 Nonresidential Compliance June 2014 STATE OF CALIFORNIA INDOOR LIGHTING CEGNRCGLT4ai-E RM •+d Deni CALIFORNIA ENERGY COMMISSION = r G STATE OF CALIFORNIA INDOOR LIGHTING -LIGHTING CONTROLS 3 CEONRCC-LTLt2-ErRe„,ea oBni ' CALIFORNIA ENERGY COMMISSION 5 :§' F 2^ STATE OF CALIFORNIA INDOOR LIGHTING - LIGHTING CONTROLS CEGNRCGLTLD2-E rRoisrd oan161 cduroRNIA ENERGY can How wattage was determined CERTIRCATEOF COMPLIANCE -USER INSTRUCTIONS NRCC-LTI-01-E Primary Function area In which these luminairesare installed Pass CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E o^ ;: a a ? X P `s =- u CERTIFICATEIVISSION OF COMPLIANCE NRCC-LTI-02-E NRCC-L2-E 0 ❑ 4 Indoor Lighting (Page 4of 5) ❑ ❑ Indoor Lighting • Lighting Controls g (Page l of 3) instructions in accordance with Section 130.1. A Indoor UQhting• Lighting Controls Oak Ridge Cabinets New Metal Egdg. (Paget of 3) '""" 7/122015 D E wpJert Nam.: Oak Ridge Cabinets New Metal Bldg. Gate Pye=ems 2!122015 ❑ N °"...... Oak Ridge Cabinets New Metal Bldg. °'"°"n°"+ 2112/2015 1 ❑ ❑ ornamental, and special effects lighting shall each be separately controlled; In accordance with Section 130.1(a)4. M The NRCC-LTI-02-E shall be used to document all mandatory and prescriptive lighting controls that are applicable to the project. ❑ A separ t d t t b FII d f d' ' Type/ Description of Lighting. A separate Lighting pchedule Must Be Filled Differ Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is only for: ❑ CONDITIONED SPACE 0 UNCONDITIONED SPACE G INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Lpmina(re Schedule Installed Watis Location Field Inspector' A B C D E F G H 5 :§' F 2^ Complete:uminalre Descrlptan (I.e, 3 lamp fluorescent troffer, r31M, one dimmableeltttmnic ballast) 3 = e n' '� How wattage was determined 3 z a. R 0 3 N - x = a Q. Primary Function area In which these luminairesare installed Pass Fail o^ ;: a a ? X P `s =- u FlouresCent fixture 64.0 0 ❑ 4 256 Industrial Work, Precision ❑ ❑ (✓all that apply, arenter'E' if Exempted) instructions in accordance with Section 130.1. A ❑ ❑ All luminaires shall be functionally controlled with manually switched ON and OFF Lighting controls in accordance with Section 130.1(a). D E ❑ ❑ N and special effects lighting shall each be separately controlled on circuits that are 20 amps or less. When track lighting Is used, g±neral, display, 1 ❑ ❑ ornamental, and special effects lighting shall each be separately controlled; In accordance with Section 130.1(a)4. M N ❑ ❑ Type/ Description of Lighting. multi-level lighting control requirements in accordance with Section 130.1(b). O ❑ ❑ All installed Indoor lighting shall be equipped with controls that meet the applicable Shut -OFF Control requirements in Section 130.1([). DATE:: 4-23-15 DRAWING NUMBER ❑ ❑ Lighting power in buildings larger than 10,000 square feet shall be capable of being automatically reduced in response to a Demand Responsive Signal in ❑ ❑ accordance with Section 130.1(e). Control (Li occupancy sensor, ❑ ❑ normal use, Indoor lighting controls serving the building, area, or site shall be certified as meeting the Acceptance Requirements for Code Compliance in If ❑ ❑ accordance with Section 13C.4.(a). The controls required to meet the Acceptance Requirements Include automatic daylight controls, automatic shut -OFF ❑ ❑ Location in Building ❑ ❑ of o 0 ❑ ❑ o 0 $ ❑ ❑ 0 P $ ❑ ❑ dimmer, automatic daylight, Units A, ❑ ❑ , a m ❑ ❑ INSTALLED WATTS PAGE TOTAL: 256 Entersum total of all pages into NRCC-LTI-01-E; Page 2 a CA Buildin Enerw Efficiency Standards -2013 Nonresidential compliance Inn. Tnld Mandatory Lighting Control Declaration Statements (Indicate if the measure applies by checking yes or no below.) YES NO Control Requirements C TOTALS 1,898 Enter sum total Area Category allowed watts into section C-1of NRCdL4 i this compliance form) 2,278 [)U'FYP WATTS Lighting shall be controlled by self-contained lighting control devices which are certified to the Energy Commission according to the Title 20 Appliance TYPE OF BUILDING (From 4140.6 Table 140.6-B) t Efficiency Regulations In accordance with Section 110.9. n N > Lighting shall be controlled by a lighting control a system or energy management control system in accordance with §110.9. An Installation Certificate W V von shall be submitted in accordance with Section 130.4(b). � a n One or more Track Lighting Integral Current Limiters shall be Installed which have been certified to the Energy Commission in accordance with §110.9 and r � � `~ V W §130.D. Additionally, an Installation Certificate shall be submitted In accordance with Section 130.4(b). ? o u A Track Lighting Supplementary Overcurrent Protection Panel shall be installed in accordance with Section 110.9 and Section 130.0. Additionally, an a o Installation Certificate shall be installed In accordance with Section 130.4(b). (✓all that apply, or enter'E'tf Exempted) w Q. All lighting controls and equipment shall comply with the applicable requirements In §110.9 and shall he Installed In accordance with the manufacturer's Lighting Control Schedule (✓all that apply, arenter'E' if Exempted) instructions in accordance with Section 130.1. A B All luminaires shall be functionally controlled with manually switched ON and OFF Lighting controls in accordance with Section 130.1(a). D E General lighting shall he separately controlled from all other lighting rystemsinanarea. Floor and wail display, window display, casa display, ornamental, G N and special effects lighting shall each be separately controlled on circuits that are 20 amps or less. When track lighting Is used, g±neral, display, 1 K ornamental, and special effects lighting shall each be separately controlled; In accordance with Section 130.1(a)4. M N The general lighting of any erlclosed area 100 square feet or larger, with a connected lighting load that exceeds 0.5 watts per square foot shall meet the L Type/ Description of Lighting. multi-level lighting control requirements in accordance with Section 130.1(b). O DRAWN BY: All installed Indoor lighting shall be equipped with controls that meet the applicable Shut -OFF Control requirements in Section 130.1([). DATE:: 4-23-15 DRAWING NUMBER Lighting In all Daylit Zones shall be controlled in accordance with the requirements In Section 130.1(d) and dayllt zones are shown on the plans. Lighting power in buildings larger than 10,000 square feet shall be capable of being automatically reduced in response to a Demand Responsive Signal in accordance with Section 130.1(e). Control (Li occupancy sensor, Before an occupancy permit is granted for a newly constructed building or area, ora new lighting system serving a building, area, or site is operated for normal use, Indoor lighting controls serving the building, area, or site shall be certified as meeting the Acceptance Requirements for Code Compliance in If N accordance with Section 13C.4.(a). The controls required to meet the Acceptance Requirements Include automatic daylight controls, automatic shut -OFF controls, and demand responsive controls. g e acumen mus e I e Out or Con II one d and Unconditioned Spaces. This page Is used only for the following: El CONDITIONED SPACES ❑ UNCONDITIONED SPACES MANDATORY AND PRESCRIPTIVE SC TIVE INDOOR LIGHTING CONTROL SCHEDULE, PAF CALCULATION, and FIELD INSPECTION CHECKLIST A B PAFCredh Calculation` C TOTALS 1,898 Enter sum total Area Category allowed watts into section C-1of NRCdL4 i this compliance form) 2,278 [)U'FYP WATTS m TYPE OF BUILDING (From 4140.6 Table 140.6-B) t X n N > m 2 W V von O r » � a n R p n n m r � � `~ V W Su,ndarels Complying With t ? o u . Q 0 a o lighting Control Schedule (✓all that apply, or enter'E'tf Exempted) w Q. m r Lighting Control Schedule (✓all that apply, arenter'E' if Exempted) W E A B C D E F G N 1 1 K L M N O L Type/ Description of Lighting. N O DRAWN BY: Type/ Description of Lighting DATE:: 4-23-15 DRAWING NUMBER ,E3 Control (Li occupancy sensor, Control (Le.: Occupancy sensor, If N g Location in Building automatic time switch, of o 0 0 0 o 0 $ 0 0 P $ m m dimmer, automatic daylight, Units A, o�6- , a m j2 a m to = a etc...) etc...) Zone one -Shop Area Dimming - Manual 256 0.10 26 ❑ ❑ ❑ ❑ ❑ ❑ Cl ❑ ❑ ❑ ❑ Cl Control Credit PAGE TOTAL (Sum of Column M): p IF MULTIPLE PAGES ARE USED, ENTER SUM TOTAL OF Control Credit for all pages HERE (Sum of all Column M): 0 Control Cretlit PAGE TOTAL (Sum of Column M): Enter Contol Credit total IF MULTIPLE PAGES ARE USED, ENTER SUM TOTAL OF Control Credit for all pages HERE (Sum of all Column M): Into NRCC-LTI-01-E; Page 1. 1.§130.1(0)= Manual area controls; §130.0(b)=Multi Level, §130.1([)=Auto Shut -Off, §130.1(d)=MandatoryDoytight§130.1(e)=Demand Responsive; §140.6(d)= Additioni fighting controls installed to earn a PAF, §140.6(d) =Prescriptive Secondary Sidelit Daylight Controls. 2. Check Table 240.6-Afor Correct Factor. PAFs shall not be traded between conditioned and unconditioned spaces. Asa Condition to earn a PAF, an Installation Certificate is aso required to be fiffed out signed and submitted. LA eullnmR hneiiy Enacienry Standards- 2013 Nonreskiential Compliance June 2014 CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance lune 2014 STATE OF CALIFORNIA INDOOR LIGHTING - LIGHTING CONTROLS STATE OF CALIFORNIA CALIFORNIA ENERGY COMMISSION '' INDOOR LIGHTING POWER ALLOWANCE srnrE or CALIFORNIA CEGNRCGLTk02-E R „aid 06!141 INDOOR LIGHTING POWER ALLOWANCE CERTIFICATEOFCCMPLIANCE NRCC-LTI-02-E we-NRcc.LnoaE R.msea ootid CALIFORNIA ENERGY CpAMISSION �� CEC-NRCC TI-aSE(Reaxea 08H0),�' Indoor Lighting Lighting Controls CERTIFICATE DF COMPLIANCE CALIFORNIA ENERGYLOMMISSICN g g- g_ g (Page2of 3) NRCC-LTI-03-E CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Oak Ridoe Cabinets New Metal Rog. "i tis"'" 2112!1015 Certificate of Compliance•Indoor Lighting Power Allowance (Page lof 4) Certificate of compliance•indoor Lighting Dower Allowance Oak Ridge Cabinets New Meta! Bldg p"°^r"^' 2/1212015 "�4""'"" Oak Ridge Cabinets New Metal Bldg. °tie""^"`" 2/12/2015 (Page 2 of 4) A separate document must be filled out for Conditioned and Unconditioned Spaces. This page is used only for the following: ALLOWED LIGHTING POWER ASpite to page most be Riled out for Conditioned and Unconditioned Spaces. This page is only for: ❑ CONDITIONED SPACE$ 0 UNCONDITIONED SPACES A separate page mus' be filled out for Conditioned and Unconditioned Spaces. Thispageis onlyfor: ❑ WNbITIONED spates 0 UNCONDITIONED spaces ❑ CONDITIONED spaces 0 UNCONDITIONED spaces MANDATORY AND PRESCRIPTIVE INDOOR LIGHTING CONTROL SCHEDULE, PAF CALCULATION, and FIELD INSPECTION CHECKI IST A B PAF Credit Calculation' C TOTALS 1,898 Enter sum total Area Category allowed watts into section C-1of NRCdL4 i this compliance form) 2,278 [)U'FYP WATTS D TYPE OF BUILDING (From 4140.6 Table 140.6-B) t X n = ALLOWED WATTS W V von y T rD, � a Total Area: Total Watts. Enter Total Watts into section A, row 1(Above on this page) rn D r � � `~ V W ? � m u Co G Q u O rn Standards Complying Wfth' o O z Q : A m. Lighting Control Schedule (✓all that apply, arenter'E' if Exempted) W E O U \� QDO O U) r O � �1 V A B C D E F G H 1 1 K L M N O DRAWN BY: Type/ Description of Lighting DATE:: 4-23-15 DRAWING NUMBER ,E3 Control (Le.: Occupancy sensor, If N ,'"', Location in Building automatic time switch, of 0 0 0 0 0 P $ A, dimmer, automatic daylight Units Y c a m to = a etc...) Zone one -Shop Area Dimming - Manual 256 0.10 26 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Control Cretlit PAGE TOTAL (Sum of Column M): 26 IF MULTIPLE PAGES ARE USED, ENTER SUM TOTAL OF Control Credit for all pages HERE (Sum of all Column M): 26 Enter Control Credit total into NRCC-1_71-01-E; Page 1. 1. §130.1(0) = Manual coca controls; §130.0(b) = Multi Level, §130.1([) =Auto Shut -Off, §130.1(d) =Mandatory Daylight §230.1(1= Demand Responsive,' §140.6(d) _ Additional lighting controls Installed to earn a PAP,• §140.6(d) = Prescriptive Secondary Sldellt Daylight Controls. Z Check Table 140.6-A for correct Factor. PAFs shall not be traded between conditioned and unconditioned spaces. Asa Condition to corn a PAF, an installation Certificate is alsorequimdtobe diedoutslgned,andsubmftted. -2 ARIA CATEGORY METHOD GENERAL LIGHTING POWER ALLOWANCE A. SUMMARY TOTALSOFMethod LIGHTING POWER ALLOWANCES ❑ Do not Include portable lighting for offices. Portable lighting for offices shall be documented only in section B of NRCC-LTI-01-E. ❑ If using Area CComplate Building d,Tail r Method, o a ombinatnly the total incolumn Category total allowedred Metodbuilding watts. ❑ Si.rately list lighting for each primary function area as defined In §100.1 of the Standards. ❑ If using Area Category Method, Tailored Method, ora combination of Area Category and Tailored Method for compliance, use only the total In mlumn(b)as the total g allowed building watts A C D (a) (b) AREA CATEGORY (From §340.6 Table 140.6-C) WATTS ALLOWED - 1. Complete Building Method Allowed Watts. Documented in section B of NRCC-LTI-03-E (below on this page) r *� Location In Building Primary Function Area per Table 140.6-C PER (W) X AREA (ft?) WATTS 2Zone Or 2. Area Category Method Allowed Watts. Documented trisection C-1 of NRCC-LTI-03-E(belowon this page) i i to --Shop Area Industrial Work, Precision 1.20 1,898 2,278 i ,276 3. Tailored Method Allowed Watts. Documented In section Act NRCC-LTI-04-E �6 � �� p TOTAL ALLOWED BUILDING WATTS. Enter number Into correct cell on NRCC-LTI-03, Page 2, Row 1 2,278 EI Check here if building contains both conditioned and unconditioned areas. B. COMPLETE BUILDING METHOD LIGHTING POWER ALLOWANCE A B C TOTALS 1,898 Enter sum total Area Category allowed watts into section C-1of NRCdL4 i this compliance form) 2,278 [)U'FYP WATTS D TYPE OF BUILDING (From 4140.6 Table 140.6-B) WATTS PER (ft) X COMPLETE BLDG. AREA = ALLOWED WATTS W V von � Total Area: Total Watts. Enter Total Watts into section A, row 1(Above on this page) u_ CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance June 2014 CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance June 2014 CA Building ^ - B Energy Efficiency Standards -2013 Nonresidential Compliance 4Ao ^IC*6)rFor3Mv(e,E 4 b�MRIAN� Y s .y REV: DATE C-1 AREA CATEGORY METHOD TOTAL LIGHTING POWER ALLOWANCES (G2 plus C-3) Watts TOTALS 1,898 Enter sum total Area Category allowed watts into section C-1of NRCdL4 i this compliance form) 2,278 [)U'FYP WATTS Total from section C-2 2,278 Total from section C-3 0 Total Watts. Enter Total Watts Into section A, row 2 (Above on this page) 2,276 u_ CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance June 2014 CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance June 2014 CA Building ^ - B Energy Efficiency Standards -2013 Nonresidential Compliance 4Ao ^IC*6)rFor3Mv(e,E 4 b�MRIAN� Y s .y REV: DATE BY W V von � J_ rn D V W LIJ CD LJUjNDO Co G Q u O rn Q M 0 O W N_UZ O z Q 11 �ftft W E O U \� QDO O U) r O � �1 V 1 E co LU(� M N r1_ Lo CD V \� _co O U FESSIp - AZ y 3 .6 9 CIVIL `P OF CALX JINN ? 0 2016 JOB #: 14-060 DRAWN BY: Clad. BY: DATE:: 4-23-15 DRAWING NUMBER ,E3 e J Butler Manufacturing a division of BlueScope Buildings North America. Inc. 4PC ryFRM,f 4dMJ�501t DRAWING INDEX DRAWING RELEASE HISTORY COVER SHEET 1 Permit Drawings 1/12/15 PERMIT SET- For BuildingDe pt. Approval NOTES 2 sT CIVIL 9TFOFCFUFO��I$Wd0 �a ANCHOR ROD PLAN 3.4 SIOZ g r 88-1 PRIMARY STRUCTURAL 5.12 g SECONDARYSTRUCTURAL 13.19 COVERING SPECIAL DRAWINGS STANDARD ERECTION DETAILS PLANOGRAPH DETAILS 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 BUTLEP 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, A1011, A1018 GRADE 55 COLD FORMED LIGHT GAGE SHAPES A653, A1011 GRADE 60 BRACE RODS A572, A510 GRADE50 HOT ROLLED MILL SHAPES A36, A529, A572, A588, A992 GRADE 36 OR 50 HOT ROLLED ANGLES A529, A572, A588, A992 GRADE SO HOLLOW STRUCTURAL SECTION (HISS) A500 GRADE CLADDING A653, A792 GRADE 50 OR GRADE 80 A325 & A490 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 A325 OR A490 BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. ALL A490 BOLTS SHALL SE -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 5TON CAPACITY. PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS. PRE -TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. PRE -TENSION ANY CONNECTION WITH DESIGNATION A325 -SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. IN CANADA ALL A325 AND A490 BOLTS SHALL BE -PRE-TENSIONED', EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS'SNUG TIGHT', UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS. CODES AND LOADS WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. Building Code: 2013 California Building Code Based on Building Code:: 2012 International Building Code Addition: Building Risk/Occupancy Categoryll (Standard Occupancy Structure), Collateral Gravity 3.00 psf (Not Including bldg VA) LIVE LOADS AND RAINFALL Roof Live Load 20.00 psf (Reducible) Rainfall: 4.00 inches per hour CONCRETE FOUNDATIONS Compressive Strength (Min.) - fc: 3000 psi SNOW LOAD Ground Snow: 0.00 psf, Flat Roof Snow: 0.00 psf, Design Snow (Sloped): 0.00 psf Snow E>mosure Category (Factor): 2 Partially Emosed (1.00) Snow Importance: 1.000 Thermal Category (Factor): Heated (1.00) WIND LOAD The'Low Rise' Method is Used Wind Speed: 110.00 (85.21) mph, Wind Emosure: C _ Basic Wind Pressure: 22.35 psf Topographic Factor: 1.0000 Wind Enclosure: Enclosed, 0.180 Nola: All windows, doors, skylights and other covered openings must be designed for the specified above wind loads EARTHQUAKE DESIGN DATA Lateral Force Resisting Systems using Equivalent Force Procedure Mapped Spectral Response - Ss:61.00 %g. S1:27.00 %g Seismic Design Category. 0 (See Solt Tightening Note Above) Seismic Snow Load: 0.00 psf Seismic Importance: 1.000 Soil Profile Type: Stiff soil (D, 4) Design Spectral Response - Sds: 0.5335, Sdt: 0.3348 Ordinary Steel Moment Frames Frame Redundancy Factor:1.3000 Framing R -Factor: 3.5000, Frame Seismic Factor (Cs): 0.1524, Design Base Shear = 0.1524 W Ordinary Steel Concentric Braced Frames Brace Redundancy Factor:1.3000 Bmcing R -Factor: 3.2500. Brace Seismic Factor (Cs): 0.1642, Design Base Shear = 0.1642 W "IMI5 CBC SECTION 1704 SPECIAL INSPECTION REQUIRED See attached Special Inspection Note PERMIT# �3Is BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR PE COMPLIANCE DATE_ BY BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY. MO 64102 4Y 51 COVER SHEET BORDER North Valley Building Systems Inc. C.STORER "'° Chico, California PROJECT: Oak Ridge Cabir .uuXEs" Y BUTTE COUNTY FEB 18 2015 Butler ufacturing rtro nA vxvsasaRMan2014.26 1 •T+w,rl Bn,e9�e9Wkng„M�M,pk M f Py �Illlf I if v n l DEVELOPMENT �e q�< '0 G) SERVICES BIS- 0356 I U0 C67 94 y� � a t sT CIVIL 9TFOFCFUFO��I$Wd0 �a YI 1-4n^ O SIOZ g r 88-1 ��nOZ) g Butler ufacturing rtro nA vxvsasaRMan2014.26 1 •T+w,rl Bn,e9�e9Wkng„M�M,pk M f Py �Illlf I if v n l BUILDEWCONTRACTOR RESPONSIBILITIES 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 AIE firm are responsible for the overall project coordination, Including coordination with appropriate Inspection and testing agencies. All interface and/or compatibility of any materials not furnished by Butler are to be considered and coordinated by the builder or A/E firm. CONSTRUCTION 8 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. Bracing for seismic or wind loading of objects or equipment that are not a part of the Butler structure must be designed by a qualified professional to deliver lateral loads to primary frames and rod bracing struts. Equipment bracing and suspension connections must not Impose torsion or minor axis loads, or cause local distortion in any Butler components. Butler accepts no responsibility for design or installation of bracing systems not furnished by Butler. FIELD WELDING All field welding shall be done at the direction of a design professional, and done in accordance with governing requirements (AWS In USA, CWB in Canada) by welders qualified to perform the welding as directed by the applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding variation specified. The contractor is responsible for any special welding inspection as required by local jurisdiction. Filler metal shall be 70 ksl (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 55ODeg F (30ODeg C). DELIVERIES It Is tMe responsibility of the builder to have adequate equipment available at the job site to unload tricks 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 Butler's Terms of Sales (F.O.B. Plant) under the Uniform Commercial Code. It is critical that damages or shorts be noted on the Billol-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 drainege 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 consii;tent 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 tMe 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 oyvner 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 The engineer responsible for the design of the wall system is responsible for coordinating with, or specifying to Butler Mfg, any wall to steel compatibility issues such as drift and deflection comp?tibillty, special base details, and wall to Butler steel connections. All fasteners, sealant and counter flashing of wall systems are to be provided by contractor. The engineer responsible for the well shall design the anchorage to Butler supporting elements consistent with Code required forces. _. .=r�•r c_ ..: rrr".-mom+- -- T�- --,- 7 PANELS Oil canning is an Inherent characteristic of cold formed steel panels. It is the result of several factors that include Induced stresses In the raw material delivered to Butler, fabrication methods, installation procedures, and post installation thermal forces. Thru fastened panels will exhibit some dimpling when Installed, especially when Insulation Is installed between panels and secondary supports. Dimpling can be minimized by careful installation, taking care not to over drive fasteners. Roof rumble Is a phenomenon that is caused by wind gusts lifting up on the roof panels and then springing back into place. All panels experience this action to some degree, especially with concealed clip Standing Seam panels. Roof rumble noise may be minimized by providing a layer of blanket insulation between the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board Insulation. A minimum of 3Inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels and is not grounds for rejection of panels. The Standing Seam joint detail Is designed with an interlocking feature for ease of Installation. However, it is imperative that Installed 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 devices such as scuppers and auxiliary drains are provided as required for the required rain intensity at the building perimeter and at valley conditions to prevent ponding. STEEL SHOP COAT The purpose of 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 Builder'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.lasonline.org/Metal Bullding_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.lasonline.org/Metal_Building_Systems/MB.htmi) Listed under Butler Manufacturing, a Division of BlueScope Buildings North America, Inc. Canadian CSA A660 Certifications (http:/eng. cwbgroup.org/Certifi cati on/Pages/Certifi edCompanySea rch.aspx) Listed under BlueScope Buildings North America, Inc. Engineering Certifications of Authorization USA-AR#576; FL930427; 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; ON9100148796; and YT#PP134 PERMIT # B)5 -0,3,,-C, BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR OD COMPLIANCE DATE 6 S BY—P. �11l f ,_ c z C 67794 CIVIL OFCAUF�'s p/ PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED BUTLER BUTLER MANUFACTURING MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR 1540 ST. KANSAS CITY, MO 64102 ERECTION NOTES REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLERMFG. THE BUTLER MFG. ENGINEER'S SEAL DOES REv WTB. ev. oEscRiRrro". BUIDERNorth Valley Building Systems Inc. JOB +- NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR14-024315 DESIGN OF OTHER PRODUCTR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CUSTWER. WE COMPONENT FURNISHED BY BUTLEF EXCEPT RNI ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL LocATo Chico, California BUTLER 1/12/2015 TO ANY DESIGN OR PERFORMANCE CE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING o: RnwwcREcrc REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Oak Ridge Cabinets Butler Manufacturing RFG / HA MCELENN/E 4MUSBn E"PWNr 9rlLE: NTS BULRER50.b wcvERsw: 2014.2b RBGE: 2 V12'lB�S ,]:YA •a..,.�den<su� a.emp Rm1 .iv.,,�. 8" 152mm E Q E JE T S In + ♦-w J EL WIDTH 2112•'21/2" 64mm 64mm CL D1 (4)3/4" Dia. GR36 A.Rods Plate W=8" L=1'-1" Elev.-100'-0" 1'-0^ 305mm FIE E N y O d n E WIDTH IL 2112^ 21/2" 64mm r 64mm L D8 (4)3/4" Dia. GR36 A.Rods Plate W=8" L=11-111 Elev.=100'-0" YPCFILENAME14-02411,01, 6" 152mm E E o N - T F O TT WIDTH Z 112" 1 2 112112" mm 64 C 64mm L D2 (4)3/4" Dia. GR36 A.Rods Plate W=8" L=1'-1" Elev.=100'-0" OY 1,.0, 305mm E N acri �� E d 4" J 3 f � N 102m. D9 (2)3/4" Dia. GR36 A.Rods Plate W=81' L=10" Elev.=100'-0" It ` E 4 ^ E may} -(y{} i i F � +w " E WIDTH 21/22 I I 21121/2" 64mm 'il 64mm C. D3 (4)3/4" Dia. GR36 A.Rods Plate W=8" L=1'-3" Elev.-100'-O" 1 NUT -a--_— HARDENED WASHER - 4" (102mm) PROJECTION w BOTTOM OF COLUMN BASE PLATE ELEV. J m -TOP OF FOUNDATION • CONSIDER > ANY SPACER ETWEEN ANOON m AND COLUMN BASE IN ANCHCHORR ROD R00 LENGTH REQUIREMENT THE 4^ PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD LENGTH. A DIFFERENT PROJECTION MAY BE REQUIRED BY THE FOUNDATION DESIGNER. THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF THERE IS INTERFERENCE WITH OTHER PARTS. SUGGESTED ANCHOR ROD PROJECTION 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 OTHEK PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. m d N F 4T�-w In V J 21/2212" I I 21121/2" 64mm 64mm C. D4 (4)3/4" Dia. GR36 A.Rods Plate W=8" L=1'-1" Elev.=100'-0" 1/2" (13mm) DIAMETER CONCRETE ANCHORS (BY OTHERS) JAMB I°. w N d II _ W � 1114" OPENING WIDTH 1114" 32mm 32mm NOTE: 1" (25mm) PROJECTION ABOVE BOTTOM OF JAMB CLIP SEE PLAN FOR JAMB SIZES: J - SIZE JAMB 'EQ.'VALUES: 7EQ-2"51mm, 8.5 EQ-2314^70mm 10 EQ - 3 112" 89mm, 11.5 EO - 4114" 108mm FRAMED OPENING DETAIL - - - - - .'---- ,1111 � E 4 E FF b e x w N WIDTH 2112" 64mmm r Bdm i D5 (4)3/4" Dia. GR36 A.Rods Plate W=8" L=1'-111 Elev.-100'-0" 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 VARIES BOTTOM OF COLUMN BASE PLATE � = 112" (13mm) 3H = 0" (Omm) TYPICAL COLUMN BASE PLATE DETAIL 1'-0" 705mm mE� F E ? a ' 4 = J� �y� E T w N E v O r +w m E w E WIDTH 22-2 112.. 64mm '1— 64mm I WIDTH C i 21/2"21 m12" 64mm r 64m L D6 (4)3/4" Dia. GR36 A.Rods Plate W=81' L=1'-311 Elev.=100'-0" 1. ANCHOR ROOS, NUTS, HARDENED WASHERS AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED SY CONTRACTOR. 2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KSI). (ASTM F1SS4 GRADE 36) ANCHOR ROD LENGTH, EFFECTS OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD OF TRANSFERRING FORCES FROM ANCHOR RODS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNED AND DETAILED AS "CAST4N-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; .4M" b. CENTERS OF ADJACENT AN GROUPS; -.114- C. TOPS OF AR'S;.4rz" d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS ALONG COLUMN LINE;. -114" PER 100FT., NOT TO EXCEED 1"TOTAL. -. DIM FROM CENTER OF ANY AN GROUP FROM COLUMN LINE; .-114" S. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT, PERMIT# 8%S.. D3S6 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR �CODE COMPLIANCE DATE BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE 11 BY: DESCPIPTICN: DRAWING SCALE: Imw"15 NTS 133453 D7 (4)3/4" Dia. GR36 A.Rods Plate W=8" L=1'-111 Elev.=100'-01' PERMIT SET- For Building Dept. Approval 04 ANCHOR ROD PLAN - DETAILS BUILDER: North Valley Building Systems Inc. JORA 1 CUBTGMfR. 4-024315DATE' LOCATION: Chico, California BUTLER 1 /1 212 01 5 e DRAwrv¢HECK: PROJECT: Oak Ridge Cabinets RFG I BUILDERS PGP. Butler Manufacturing PAGE. wcvERSION. 2014.2b 4 a eV;Pm d Bwesroo" Bual,yP rvmK AI, -nn k 61IIII -" I -._. r II'a ,..I ,.-,..1.... 1111 I '-'-"' • driven W BIWSmR BUIIbnW NMN Mre�y, InC. ITIIIII II I I I I I I I IF I I I I I -. iii rig I N 4 1 5/8" 3 2 @ 2'-6 3/8" 2 0'-0" 1 8 1/2" [:]Dimension Key 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. WCFI E 11L2.15Dt1 Frame Clearances Horiz. Clearance between members l(CX001) and 4(CX002): 17'-1 7/8 Vert. Clearance at member 1(CX001): 13'-11 5/16" Vert. Clearance at member 4(CX002): 12'-7 1/2" Finished Floor Elevation - 100'-0" (Unless Noted Otherwise) X20'-0 3/4" 0.950: @ S. -O.- 201 -0 - FRAME CROSS SECTION AT FRAME LINES) 1 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORNIANCE 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. _ i_ snaps Name = Atltlftton 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. GC5 I BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 o�Tc. er. DEscRivrau. dUW1N'SCNE'. tn2rmu NTS tasr N lk� CO LU C 67794ITI Or- a C1 it. 9TFnn-„., ,c�R� J,fIi PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 1 EULDER. North Valley Building Systems Inc. -Z. -I UST.1 14-024315 o.TE 10f Tb” Chico, California BUTLER 1/12/2015 it DgTb.FCx °ROJEpT Oak Ridge Cabinets / RFG HA l Butler Manufacturing wioERs va.. vmE w WRs— 2014.2b 6 •o-.,�oo"ai,:.sr�S,ne�np Nmn.H.n..r,c. Ill Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx•Weight OBolt Connection 6 Plate Schedule CX001 1 5.0000 .1345 .1345 1'-0" l'-0" 14'-9 13/16" 17211 Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo RBX001 2 5.0000 .1345 .1345 9" 9" 18'-3 15/16" 172#' Dia. Length Thick. Out In 3 5.0000 .1345 .1345 9" 9" A 4 A325 3/9" 2 1/2" 3/8" 1 1 Yes 0097289 CX002 4 5.0000 .1345 .1345 1'-0" 1'-0" 12'-7 1/2" 144# N 4 1 5/8" 3 2 @ 2'-6 3/8" 2 0'-0" 1 8 1/2" [:]Dimension Key 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. WCFI E 11L2.15Dt1 Frame Clearances Horiz. Clearance between members l(CX001) and 4(CX002): 17'-1 7/8 Vert. Clearance at member 1(CX001): 13'-11 5/16" Vert. Clearance at member 4(CX002): 12'-7 1/2" Finished Floor Elevation - 100'-0" (Unless Noted Otherwise) X20'-0 3/4" 0.950: @ S. -O.- 201 -0 - FRAME CROSS SECTION AT FRAME LINES) 1 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORNIANCE 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. _ i_ snaps Name = Atltlftton 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. GC5 I BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 o�Tc. er. DEscRivrau. dUW1N'SCNE'. tn2rmu NTS tasr N lk� CO LU C 67794ITI Or- a C1 it. 9TFnn-„., ,c�R� J,fIi PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 1 EULDER. North Valley Building Systems Inc. -Z. -I UST.1 14-024315 o.TE 10f Tb” Chico, California BUTLER 1/12/2015 it DgTb.FCx °ROJEpT Oak Ridge Cabinets / RFG HA l Butler Manufacturing wioERs va.. vmE w WRs— 2014.2b 6 •o-.,�oo"ai,:.sr�S,ne�np Nmn.H.n..r,c. Ill .."•••• ".•.'• .a..�aau.smo. ewu�y. wm m.nd..�. :-T 7 T c 77 -�r-----7-- - -- - m . ft— d el.S Bw.d N Meb. M. Frame Member Schedule Bolt Connection 6 Part Mem Width Thick WebThk. Depthl CX001 1 5.0000 .1345 .1345 l'-0" RBX004 2 5.0000 .1345 .1345 9" 2 1/2" 3/8" 1 1 Yes 0097284 3 5.0000 .1345 .1345 9" CX002 4 5.0000 .1345 .1345 1'-0" EPX001 5 5.0000 .1345 .1345 9" 5 1 5/8" 4 2 @ 2'-6 3/8" 3 0'-0" 2 8 1/2" 1 3'-6" Dimension Key 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. F 'R .E I.Vl, Cn Frame Clearances Horiz. Clearance between members l(CX001) and 4(CX002): 17'-1 7/8" Vert. Clearance at member l(CX001): 13'-11 5/16" Vert. Clearance at member 4(CX002): 12'-7 1/2" Finished Floor Elevation - 100'-0" (Unless Noted Otherwise) X20'-0 3/9" 0.950:12 @ 5'-0"— r m 6'-6- 201-0-1 FRAME CROSS SECTION AT FRAME LINES) 5 THE BUTLER MFG. ENGINEER'S SEAL. APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORK4ANCE 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, Shape Name = Addition Wall d Frame 5 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. GC5 I BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 OFTE BV CFSCFFigN'. On. $CkE NTS PERMIT# V/�� �35� BUTTE COUNTY DEVELOPMENTSERVICES REVIEWED FOR COLLIACE DATE_G %S C 67794 M �Of- CIVIC \�P/ PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 5 eumEe. North Valley Building Systems Inc. 14024315 CVSTPJsR. are: L.T.Chico, California BUTLER 1/122015 oanww2015 PROJETrz Oak Ridge CabinetsRFG / Butler Manufacturing 9U'Do,S tb PkE" 1i°O"ER"O1i 2014.2b 10 • m+sm u nu"yaa e�'T NMS Mpno. "c Bolt Connection 6 Plate Schedule Depth2 Approx.Lgth Approx.Weight Detail Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo 1'-0" 14'-9 13/16" 172# Dia. Length Thick. Out In 9" 18'-3 15/16" 176# A 4 A325 3/4" 2 1/2" 3/8" 1 1 Yes 0097284 9" B 2 A325 3/4" 2 1/2" 0097284 l'-0" 12'-7 1/2" 144# 9" 12'-8 1/4" 66# ER25CA Frame Clearances Horiz. Clearance between members l(CX001) and 4(CX002): 17'-1 7/8" Vert. Clearance at member l(CX001): 13'-11 5/16" Vert. Clearance at member 4(CX002): 12'-7 1/2" Finished Floor Elevation - 100'-0" (Unless Noted Otherwise) X20'-0 3/9" 0.950:12 @ 5'-0"— r m 6'-6- 201-0-1 FRAME CROSS SECTION AT FRAME LINES) 5 THE BUTLER MFG. ENGINEER'S SEAL. APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORK4ANCE 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, Shape Name = Addition Wall d Frame 5 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. GC5 I BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 OFTE BV CFSCFFigN'. On. $CkE NTS PERMIT# V/�� �35� BUTTE COUNTY DEVELOPMENTSERVICES REVIEWED FOR COLLIACE DATE_G %S C 67794 M �Of- CIVIC \�P/ PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 5 eumEe. North Valley Building Systems Inc. 14024315 CVSTPJsR. are: L.T.Chico, California BUTLER 1/122015 oanww2015 PROJETrz Oak Ridge CabinetsRFG / Butler Manufacturing 9U'Do,S tb PkE" 1i°O"ER"O1i 2014.2b 10 • m+sm u nu"yaa e�'T NMS Mpno. "c "*"GUSSETS WHEN REQUIRED BY DESIGN STITCH OR '*° GUSSETS WHEN REQUIRED BY DESI N --- •• .,.....,. """" '""`_, "' """-"^ " .,.. --- ­ •-•_•••-•- _ �•-�-�•• 1 1/2" - 3 (10 GA. WEB) CJPOR TYP ALTERNATE - 5 (3/16 & 1/9 WEB) _-_______ — ___________ _ CJP TYP BOLTING 4 - 8 (5/16 - 1/2 WEB) PLATE J 1 •' ROWS ROWS ROWS ROWS OUT * - OUT ----'_"' OUT OUT TYP ALTERNATE BOLTING OR ALTERNATE PLATE TYP CJ BOLTING ROWS �\ ALTERNAT OR �� ,t PLATE BOLTING CJP PLATE ROWS ALTERNA IN-_BOLTIN ""- PLATE COR ROWS ALTERNATE E mss' IN BOLTING _ __�-' \ PLAT ---- ROWS IN IN \`, ROWS/ It OR ' _ RIDGE OR CJP CJP i RAFTER ��•__/ �• 'ROWS OUTCJP CJP STITCHV \. \\� - 3 (10 GA. WEB) ��. STITCH �' 2 2 - 5 (3/16 & 1/4 WEB) �• OR �•� * 1 1/2" - 3 (10 GA. WEB) CJP •� * - 8 (5/16 - 1/2 WEB) ~•'� * * CJP 2 - 5 (3/16 & 1/4 WEB) * ALTERNATE 4 - 8 (5/16 - 1/2 WEB) BOLTING PLATE REv. DarE: a1n]IU REv. xo. W HAUNCH / COLUMN CONNECTION REV.DATE: 01113114 REv. Na. E1 LOW SIDE HAUNCH CONNECTION REV.DATE: Dtnuu IREVNO. a: HIGH SIDE CONNECTION REV.DATE: e111U16 JREV.NO, Oi TOP BOLTED WELD STD. FACE BOLTED WELD STD. BOLTED RAFTER SPLICE CONNECTIONS BOLTED WELD STD. WELD STD. STITCH 1/2" - 3 (10 GA. WEB) COLUMN (CX-) OR (IC 2 - 5 (3/16 & 1/9 WEB COLUMN (TCX-) OR (PCX-) 4 4 - 8 (5/16 - 1/2 WEB) I I CJP CJP I FLANGE CHANCE CONNECTION SPLICE TUBE OR PIPE COLUMN STIFF. (S.W.) I I CJP ! ! CJP I RANDOM SHOP SPLICE BASE PLATE I I I ! CJP TYP. BASEPLATE I DESIGN MEMBER DEPTHI CJP REV.DATE: 2&2313 IREV. No. 01 FRAME CONNECTION AT INTERIOR COLUMN REV.DATE: }4313 REV .. of TYPICAL BASE PLATE CONNECTION REV. OATf: tam: lREV.NO. m TYPICAL BASE PLATE CONNECTION REV.DATE: 24112 REV.NO. D+ WELD STD. BASE PLATE TO COLUMN WELD STD, BASE PLATE TO COLUMN WELD STD. VARIOUS RANDOM SHOP SPLICE MINIMUM FILLET WELD SHOP SPLICE WELD STD. The Table below shows code minimum welds for AlsCBCSANV59. LANGE 7'LAT 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 to be used, basetl on the material thleknass being Joined. TABLE J2.46 AWSDIA 5.8 THE FILLET WELD SHALL BE CONTINUOUSL SUBMERGED ARC WELDED ONE SIDE OF THE WEB TO BOTH FLANGES AS ILLUSTRATED. 1. SEE FRAME CROSS SECTION FOR BOLTING PLATE 0 0 0 o IT 0 00 0 0 00 0 0 0 0 00 0is 0 ° 0 0AISC ° ° MINIMUM GMAW FILLET WELD SIZE -WEB PLATE THE MINIMUM FILLET WELD SIZE SHALL B THICKNESS AND NUMBER OF ROWS OUT AND IN. ° 0 D o ° ° ° o Minimum Size / TAKEN FROM TABLE BELOW. 11 12 Base Metal Thickness IT) • of Fillet Weld 13 1/ 51 52 53 54 In. mm In. mm 2. MIN. BOLTING PLATE WIDTH = FLANGE SIZE (6" EXTENDED- UNSTIFFENED T<,/4 T<6 1/8 3 1/4 <T <1/2_ Te12 3/18 5 �612N, MIN.) o 0To0 0 0 0 0 0Tooo 0 0 0 0 00 0 0 01/2<T 43/4 12<T<20 1/48 — 3. SIZE OF WELDS UNLESS NOTED ARE BASED ON 0 0 0 0 IT t11NIMUN FILLET WELD 81Zfa IU91,CANADAd MEXICO) i1VIa01.1-TABLE 5.3) 3/4<r zo<r sns 6 MATERIAL THICKNESS o ° o ° FLANGETNICKNESS •TR Thickness of the thinner art oined USA, CANADA B MEXICO p J ( ) Tlec%NEaa wee 311° ne• m• I4• sra- °�" +N• Assumes low hydrogen welding process using GMAW filler metal OR a yr r nM• nrt• LESS ++14' 31 32 33 71 72 73 class ER70.3 (B-G49A 2C G3) or SAW filler metal class FTA0- low 1M- Ire- 1a' 1. I4- Is- —1 n• OR, la• IA• ISO EM13K(F49A2-FM13K). EXTENDED -STIFFENED (GUSSET) sa IW +la- In• 111• tn• In- +a• Ila• In• Ile• Ire. FILLET WELD ASSEMBLY (AWS D7.1.06 Sec 5.22.1) In parts be Joined byfilletwelds may have agap °IN- 319• iat• IM, 3115• one• ane• 111• 1A- +:a• tn• Va• 12• 1A•3116• ens• 3115• 3119•Gaps Mu• la• lel• y+6• snfi• 3ne• 3119• one• 31+6• mr 31"• 3ne•ve• wi of < 1116" with no adjustment in weld size. MTT In• ve• 3/te• sne• 3115• ane- sne- 3116• 3nr 3ne• 316• Gaps > 1/16" but < 3/161 fillet weld leg must be increased Ilr In• 111. sne• aIle• 3116• 3116- snfi• 31+6• 3131• sne• 316• by the amount of the root opening. en• 1a• I,r 3ne• 3ne• 3116• IVP 1x• w• w• tN- m• Gaps > 3/16", corrective work is required to bring parts 41 d2 43 81 82 83 >ala• Ila• Ile• y+e• snfi• 3ne^ 131• 1M' snfi• fine• sne• sne• Into acceptable contact. Minimum bolt spacing Is 3" U.N.O. REV. DATE: 24]H2 REV. No. o+ GENERAL WELD REQUIREMENTS Rev. oarf: 23111: aEV - of TYPICAL NOTES eEV. oaTE: :431+: Rfv. ND. 61 SEE' BOLTED END-PLATE CONNECTION" SECTION OF DESIGN CALCULATION FOR PLATE ID WELD STD. TYPICAL SECTION THRU BUILT-UP MEMBERSGENERAL NOTES afv.DaTE: 9+113114 Rfv.xo. oa BOLTED END-PLATE CONNECTION LAYOUT PERMIT#_- 15�0356 BUTTE COUNTY DEVELOPMENT SERVICES �, ��� _ REVIEWED FOR ' E� COMpLIAN CIC w C 67794 DATE BY .� * kp CIVIC gTFOFCALIEO��\P PERMIT SET- For Building Dept. Approval 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 MRD50 DRAWING ST. KANSAS CITY, MO 64102 MFG. AND DESIGN ANC 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 CASs By DESCRIPTION BUILDERw. ,OB R. North Valley Building Systems Inc. NOT APPLY TO THE PE 14-024315 NCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMERDESIGN OF ANY OTHERDATE PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LocanoN: Chico, California BVTLE/i 1/1212015 COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL a DR/12/2015 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PRaEcr: Oak Ridge Cabinets RFG K HA REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Butler Manufacturing DRnwwc sViLE: NTS PROJECT p: PAGE VPCFILENMIE'. 14@4315011 VPCVERSION'. 2014,2b 11 6rvbron d BNeBWp Bu•Mnea Wv x,,., I— . I �,• � , .I ! •' " 'I I I I III ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALL IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT REV.DATE: 04,W10 IREV.NO. 01 ROD BRACING THRU ROD SLOT BR021-11 COLUMN SHOWN / RAFTER SIMILAR BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO: —WIDESPAN STRUCTURAL SYSTEM 2013 INSTALLATION GUIDE B!lTLER L^) BRACE BRACE 6 FRAME BRACE LOCATION LOCATION ROOF / SECONDARY MEMBER O• ..o I I 0 51�_ 01 !-------------------OI-- �— FLANGE BRACE CLIP REC W/ (GFB-) OR (FIFO-) THICK FLANGES FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER. O 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). RULEb3- 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" 811 1/2" Pu Rum* REQUIRrh31a10UAS ALd kQ EtoiG_OFdiURm LW.OF PURUN LAP. REV. DATE: OTg1N9 I REV. NO, W TYPICAL FLANGE BRACE CONNECTIONS BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT 8 SIMPLE PURLIN 10Brix A 31MMA32MS BOLTS (49080) FILL ALL HOLES - NOTE: CLIP MAYBE SHOP WELDED TO RAKE BEAM 3 -PLATE ENDPOST U FULLFRAME RAKEBEAM FULL FRAME TO ENDPOST CLIP (FFC2) 3w M Y G&hrA3M5 BOLTS (0097284) ROLOATE: 01KI0/14 IREV.NO. 00 aev. DATE: D6121111 REV. NO. Ot 3 -PLATE ENDPOST TO FULL FRAME EN6002 BASIC ERECTION GUIDE -STRUCTURAL PF10CA FULL FRAME ENDWALL 1. USE 112 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. VPCPILENATE140201!.011 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 PEPFORMANCE OR DESIGN OF ANY OTHEP PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. —] NOTE: ALL BOLTS TO BE 18ML%%1YVthAf 525 PURLIN BOLTS (49080) (U.N.0 ) 18Md5 Xlyll SA925 BOLTS (49080) WITH HARDENED WASHER (095872) EACH SIDE (TYP AT PURLIN END OF BRACE) FLANGE BRACE (GFB- OR HFB-) ENDPOST SHOWN- RAKE GAGE SIMILAR BEAM : OBNU1, I REV. NO. 01 ENDPOST TOP BETWEEN PURLINS BR25CA NO CAP CHANNEL - BRACED TO PURLINS ONLY 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, IM=RHE'LIMETERS G = GAME= GAGE ID dIMU" LTION O = OPERATION E=EIGK0ISOR C=FIN/COLOR R Q/Pjtx" % Wj)3A1$2j)I4K,,T% 1 K T D NFRNNg6FTA6E(� IMbYlL44YTIAN f03�bf0$633fbQV9 1 4 0 7 6 W V x .x FM FM FM IM IM IM IM IM IMEMc4QM C C LENGf4NGTH WW11I11TItHK EHIDE CODE A 89-129 U16111.8.9- 1 7 DGT1£IMPNGTH Zia SHAP SHAPE &Fe�(I QcQobzQ991Z19.fi 0 8 3 1 7_- _ x x-".x.x. )� 0 M IMEMn%G G x x x So, •IS•• •AU 4r• •, m• E�Rn :n •: Nn nH — :•N1::•LN1, • W. ::01411 01. r Ir:::•I/n ••'•. a Is c, •: •. •�:.e . •. DOCC-6:821ftPRAGEGIDBOST *WNAW S 03 R 522 S10 7 8 7 4 RS - THREADS BOTH ENDS I E Y IN F1 H M M M RT a THREADS ONE END-CLEVIS ONE END DIA IJ.R1lE H RU - CLEVIS BOTH ENDS RP - THREAD BOTH ENDS -NO HILLSIDES [1:::.DATE: OBR9tl3 REV. NO. 01 EN5061MARK NUMBER KEY COMMON GENERATED MARK NUMBERS PERMIT# 131'5' 03S7C BUTTE COUNTY DEVELOPMENT SERVICES C DRE CUEkVED FOR DATE � MPLIANCE !S BY G BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE I BP I DESCRIPTOV SCALE: NTS ,n Mls 13:35 N PERMIT SET- For Building Dept. Approval PRIMARY BRACING SEDS BUILDER. North Valley Building Systems Inc. zoe• 1 CUSTOMER. 4-024315DATE LOCATION: Chico, California BUTLER 1/12/2015 s DRAwWCNEaL PROJECT: Oak Ridge Cabinets RFG I HA Butler Manufacturing BUILDER'B PON'. PAGE'. VPC VERSION'. 2D 74.2b 12 . arvMuna BUBSm Butlings NVN AnaP. Irc. i i I WASHERS ROD DIA. NUT A B HILLSIDE 1 8i 095321 096408 46040 043657 1J $i 095230 095872 095946 043657 1 &2w 095233 095945 095946 043657 1Ari 095235 095946 095948 043658 22 095237 095947 095948 043658 25rh"m 095238 095948 095949 043659 29,11/8" 095239 095949 095949 043659 REV.DATE: 04,W10 IREV.NO. 01 ROD BRACING THRU ROD SLOT BR021-11 COLUMN SHOWN / RAFTER SIMILAR BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO: —WIDESPAN STRUCTURAL SYSTEM 2013 INSTALLATION GUIDE B!lTLER L^) BRACE BRACE 6 FRAME BRACE LOCATION LOCATION ROOF / SECONDARY MEMBER O• ..o I I 0 51�_ 01 !-------------------OI-- �— FLANGE BRACE CLIP REC W/ (GFB-) OR (FIFO-) THICK FLANGES FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER. O 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). RULEb3- 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" 811 1/2" Pu Rum* REQUIRrh31a10UAS ALd kQ EtoiG_OFdiURm LW.OF PURUN LAP. REV. DATE: OTg1N9 I REV. NO, W TYPICAL FLANGE BRACE CONNECTIONS BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT 8 SIMPLE PURLIN 10Brix A 31MMA32MS BOLTS (49080) FILL ALL HOLES - NOTE: CLIP MAYBE SHOP WELDED TO RAKE BEAM 3 -PLATE ENDPOST U FULLFRAME RAKEBEAM FULL FRAME TO ENDPOST CLIP (FFC2) 3w M Y G&hrA3M5 BOLTS (0097284) ROLOATE: 01KI0/14 IREV.NO. 00 aev. DATE: D6121111 REV. NO. Ot 3 -PLATE ENDPOST TO FULL FRAME EN6002 BASIC ERECTION GUIDE -STRUCTURAL PF10CA FULL FRAME ENDWALL 1. USE 112 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. VPCPILENATE140201!.011 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 PEPFORMANCE OR DESIGN OF ANY OTHEP PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. —] NOTE: ALL BOLTS TO BE 18ML%%1YVthAf 525 PURLIN BOLTS (49080) (U.N.0 ) 18Md5 Xlyll SA925 BOLTS (49080) WITH HARDENED WASHER (095872) EACH SIDE (TYP AT PURLIN END OF BRACE) FLANGE BRACE (GFB- OR HFB-) ENDPOST SHOWN- RAKE GAGE SIMILAR BEAM : OBNU1, I REV. NO. 01 ENDPOST TOP BETWEEN PURLINS BR25CA NO CAP CHANNEL - BRACED TO PURLINS ONLY 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, IM=RHE'LIMETERS G = GAME= GAGE ID dIMU" LTION O = OPERATION E=EIGK0ISOR C=FIN/COLOR R Q/Pjtx" % Wj)3A1$2j)I4K,,T% 1 K T D NFRNNg6FTA6E(� IMbYlL44YTIAN f03�bf0$633fbQV9 1 4 0 7 6 W V x .x FM FM FM IM IM IM IM IM IMEMc4QM C C LENGf4NGTH WW11I11TItHK EHIDE CODE A 89-129 U16111.8.9- 1 7 DGT1£IMPNGTH Zia SHAP SHAPE &Fe�(I QcQobzQ991Z19.fi 0 8 3 1 7_- _ x x-".x.x. )� 0 M IMEMn%G G x x x So, •IS•• •AU 4r• •, m• E�Rn :n •: Nn nH — :•N1::•LN1, • W. ::01411 01. r Ir:::•I/n ••'•. a Is c, •: •. •�:.e . •. DOCC-6:821ftPRAGEGIDBOST *WNAW S 03 R 522 S10 7 8 7 4 RS - THREADS BOTH ENDS I E Y IN F1 H M M M RT a THREADS ONE END-CLEVIS ONE END DIA IJ.R1lE H RU - CLEVIS BOTH ENDS RP - THREAD BOTH ENDS -NO HILLSIDES [1:::.DATE: OBR9tl3 REV. NO. 01 EN5061MARK NUMBER KEY COMMON GENERATED MARK NUMBERS PERMIT# 131'5' 03S7C BUTTE COUNTY DEVELOPMENT SERVICES C DRE CUEkVED FOR DATE � MPLIANCE !S BY G BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE I BP I DESCRIPTOV SCALE: NTS ,n Mls 13:35 N PERMIT SET- For Building Dept. Approval PRIMARY BRACING SEDS BUILDER. North Valley Building Systems Inc. zoe• 1 CUSTOMER. 4-024315DATE LOCATION: Chico, California BUTLER 1/12/2015 s DRAwWCNEaL PROJECT: Oak Ridge Cabinets RFG I HA Butler Manufacturing BUILDER'B PON'. PAGE'. VPC VERSION'. 2D 74.2b 12 . arvMuna BUBSm Butlings NVN AnaP. Irc. i i I I •ar�nooaetws.�a�ae�e mm� �,.�-.n�. Pill 11 ,. 1 1 11 1 1r_. .,.f i I I iii n it i _ __ -- - �°°�• aEVOan J BLxS¢ Butlings NVN Am,mm Ic i F We Exw1 NCEExWITH ERECTION NOTE: USE (2)1/2' AT EAVE STRUT BEND PBA TABS lormw BRACE LINE USE (1)11132" X 1 1N- GAM HEX T45 GRAY SCRUSOLT(097362) AND USE (2) 11/32" X 1 114" T45 GRAY SCRUSOLT(097352) AND SCRUBOLT NUT(097267) YnaxD1RY CHANNELEACHANNE THE]OTSMT WWEBFORANOTHER (47120) OCATE SCRUSOLT NUT (097267) (HEAD OF Be RUBOLT TO BE ON OUTSIDE OF EAVE STRUT) A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD CHANNEL HEAD OF SCRUBOLT TO (1) NUT ON EACH o.. O ^ 1 THE PURLIN WEB AND USE A SELF4DRILLER (55307) TO ATTACH. PURLIN BRACE SIDE OF PURLIN BE ON OUTSIDE OF PURLIN SEE FACE OF /L. u }• o� (CPB-)(TYP.) • USE TOP HOLE OF EAVE STRUT ANTI ANTI-ROLLCLIP E ASSY. EAVE STRUT VIEW CHANNEL !/ -ROLL BA-) FOR TAB ATTACHMENT PURLIN BRACE _ _ — ---- _ IAN (CPB.)(TYP.) (2) 1/4-14 x t IIP F1wq (2)1/4.14x11/4" STRUCT. SCREWS STRUCT. SCREWS CUP RFDR w/ 1�-1 Oma ((HTa-) (55307) kB� n�Xx DAHas nAWOE E"'FF au TnrAur (55307) I m«m To THE IRR of THE O BR�CECHANNEL _ BRACE BRACE FA (CPB.) (CPB-) \ EAVE aTmxNE calaACRo1¢ O PURLIN O a FLANGE BRACE REQUIREMENTS: O RULEJI- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. � PURLIN O RULE 2- SINGLE FIANCE BRACES ARE REQUIRED WHEN PART MARK ON DETAIL BRO9JG EAVE PURLIN SILAGE EAVE CROSS SECTION IS NOT ACCOMPANIED BY (2). EAVE STRUT (PBA.)AT81R',AC USE (2 )1R'GALV. XE% STRUT NUTS (47120)LOCATE (1) PURLIN RULE/3- FLANGE BRACES ARE REWIRED BOTH SIDES OF THE FRAME WEB PURLIN SILAGE STRAP 11,12. PUR LINS. WIZEN PART MARK IS ACCOMPANIED BY (2). (1)1/4"X 8114' (E8BS1)AT 81/2', (NOT REQ. AT 7"PURLIN NUT EACH SI DE OF PURLIN RULE/4- WHENEVER POSSIBLE• PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. USE WHEN CHANNEL BRACE USE WHEN CHANNELBRACE DROP PIN (097556) (7YP. PER EACH END) 10" 11 1/T EAVE STRUT T07"EAVE STRUT) EAVE PURLIN L (1)114"X81/4" RULE/5- WHENEVER PoSSg1.E, PLACE ALL SINGLE BRACES ON THE SAME DOES UNE UP WITH THE DOES NOT LINE UP WITH (JCP051050 ATT EAVE BTRUT ) BRACE ASSY. DROP PIN (097556) SIDE OF THE FRAME WEB. SL0T91N TXE PURLIN WEB. THE SLOTS IN THE PURLIN WEB I EAVE STRUT II PURLIN (PBA•)(TYP.) (TYP. PER EACH END) 1G- PURLINS REQUIRE 0 BOLTS AT EACH END OF PURLIN UP. NOTE: SEE ERECTION DRAWINGS FOR LOW OR NIGH EAVE LOCATIONS. FOR LOCATION BR06AEV^ TYPICAL FLANGE BRACE CONNECTIONS ^RBR09JGf°^ CHANNEL BRACE ENDING AT PURLIN WEB re °`°^ " SINGLE CHANNEL PURLIN BRACE uh °'°'"' EAVE BRACE STRAP AND EAVE PURLIN BRACE unBR09KSX^ ertBR09PH'_ CONT. PURLIN LAP SHOWN, CONT. GIRT& SIMPLE PURLIN SELF -DRILLER WITH BENT TABS BR0SI ENDING AT PURLIN WEB LOCATION BRO9K2V^ LOCATED AT EAVE• CENTERLINE OF FRAME EAVE STRUT BRACE SINGLE CHANNEL PURLIN BRACE INTERMEDIATE LOCATION ENI) FRAME INT. FRAME G. INT. FRAME INT, fRAME DETAIL USED FOR INTERIOR BAY AND AT FRAME LINE. END BAY �- ti INTERIOR BAY E HIGH EAVE STRUT ERECTION DRAWING PART MARK (1)PURLIN BRACE ] O O (11 PURLIN BRACE CHANNEL O ] O O BEAVE PURLIN. QQUIREDO BRACEPBA)CHANNEL ( HN LT ADJUST. CODES(2) ADJUST. CODESC(2)PURLINBRACE ] O O PURLIN BRACE O ] ] O BOTTOM OF ROOF SHEET GAGECHANELS GAGE (3)PURLIN BRACE ] ] D CHANNELS THS EIN HHE$ LENGTH INCHES LENGTH(4) (millimeters)CHANNELS W1 BCHANNELS] PURLINBRACE (s) PURLINBRACE (millimeters) ] ] ] ]ELS Ga 10 SOUTSIDE SHAPE SHAPE TYPICAL")TYPICAL EPEHBAYNUMBER CLUSTER (♦_{ CLUSTERSTANDARD NOTES: STANDARD NOTES:DEPTI PURUNSHAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. • PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. USE(1) 11132• X 11/4" SHAPE GAGE DEPTH SHAPE GAGE ROOF(R)/WALL(W) NUMBER rH BE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: TH SE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 5 GRAY SCRUSOLT(097352) 0J•T Z•ZEE 11.0113 0T•T'BOLT NOT TNSTALC PURLIN BRACES AT7H13 CLUSTER LOCATION. - ONOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. NUT(097267) O9.6," c•CEE 12.O.M 'E•LOwEAVESTRUT Z9•ZEE 11.O113 06.6 1T1' CS•LEE BRACES AT THIS CLUSTER LOCATION. NSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. OF SCRUBOF TO OUTSIDE OF ,9.00Bs H• HIGH EAVE BTRUT .111Q" 14 • D.OTB MISDO 12.0 a96BUILDING 10.10• E S• LOW EAVE STRUTINSTALL 0.088RLIN SHAPE SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. USE (2)112 GALV. HEX NUTS EAVE STRUT (47120) Is.60TI 11 • 11 t7Y HS • HIGH EAVE STRUT13• OR - BACK TO BACK CEE 14.0'075 KCFE 15.0,073 THE BAY/BUNDLE'CODE IDENTIFIES -INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD ME EAVE. - INSTALLPURLINBRACESATTHERIDGEANDWORKTOWARDTHEEAVE. (1)NUTONEACH • NOTE: SEE ROOF FRAMING PLAN FOR 17.0.060 FF•FACETOFA ECEE Is•8660 THE BUILDING -CHANNEL BRACE MAY BE LOCATED IN EITHER BET OF SLOTS IN CLUSTER •CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER SIDE OF PURLIN P ANDQUANTITY.POSIT I?- ON CANOPY/PARTITION/ PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GWEN BAY. LOCATE PEA. IN LOCATE PBA -IN UPPER POSITION ROOF/WALL PLANE AND BAY WHEN ONLY IS REQUIRED. PURLIN BRACE CLUSTER LOCATION BR09RYYn ^RBR09RZYp ""'^ "' PURLIN BRACE CLUSTER LOCATION `"^` °` HIGH EAVE PURLIN BRACE wREN51B1[Y� SECONDARY PART MARK NUMBER °°m END BAY CHANNEL LOCATION INTERIOR BAY CHANNEL LOCATION-BR09W2V^ ALL WALL PANEL TYPE COMMON GENERATED MARK NUMBERS EN5162V_ SPECIAL SECONDARY PART MARK KEY °,-EN51B3eV^ SECONDARY BUNDLE LOCATION KEY COMMON GENERATED MARK NUMBERS ALL SECONDARY DEPTHS 31/1" 3518• jl DCI, EPC2 OR EPC] WTlAT. CUP CIM / \ r ONNECTION 'I fi (�/ ( ALT. CONNECTION CCI AT 7•/8 1/2" (WELDED) /� \ EPC3 AT 10•/11 1/2" (WELDED) � PCCUP (BOLTED) ALL DEPTHS B REFER TO CROSS SECTION, (' 0 1 ALT. CONNECTIONS HEAD BO)LT(o 6636) 8NUT(B95032) EAVE STRUTs9 E07THIN HIM NUMRER E PLAT PART NIA I0,, , I( ,y / E j 1 t \ I 49 ESHI I2E9 ESHI ROOBAY ROOF o0PURLIN EAVE HTRDTSHIM OJ PLATEEAVESTRUT IEEE CHART)L 45 EAVE STRUT BRAC ]STRAP48 (ESSSI) AT 8112',10",LIPU 111/2' PURLINS. USEPCt CLIP (BOLTETI) (JCPO51050) AT 7"PURLINS.SHIM PLATE IROOFSEAM (SEE CHART)(2) IT, IQ -X 11/2" R \(49080)' 2518• �f BOLT (49080)' FRAME ,A325 L 4'1! SHIMPLATE PART�-` L2. T 1097280) �iROOPITCH F�. / IN LIEU OF BOLTED CUP CONNECTICH RAKE BEAM.}5101.99 �s� RANGE NUMBER xrq q.�''�',OP (49080) j E ••1'4 -AT (REFER TO CROSS SECIF ) -5 �' `'�� 2OT02.0 ESHI 'USEIM"X2" J^l6tG•OUTSET ALT. CONNECTION }0 TOl.T9 ESH} A325 BOLT (097280) 1V' AT 10' 8111 R' OUTS ET 7• h 8 - 1 2PURLINS / I TO a00 Esm IN LIEU OF (49080) EN53F1 ." •., ° 53 PURLIN AND GIRT SIZES PURLIN CONNECTION AT INTERIOR FRAME PURLIN CONNECTION TO END FRAME ^-RS02T7 ^ ^hRS12PA ^ LOW EAVE STRUT SHOWN -NIGH EAVE STRUT BIHILAR "°'°' ° rtR512PH 8112.216mm RS01TI CONTINUOUS PURLINS CONTINUOUS PURLINS EAVE STRUT CONNECTION b EAVE STRUT CONNECTION AT INTERIOR FRAME AT END FRAME PERM # BUTTE COUNTY DEVELOPMENT SERVICES / REVIEWED FOR CiD COMPLIANCE DATE 6 a f " BY F W C 67794 7 C( t sr cnm �P 9TFOFCALW 7. UNLESS PERMIT SET- For Building Dept. Approval NOTED, USE X 1 BOLT AND NUT THE BUTLER MFG. ENGINEER'S SEAL APPLIES TI EN BOLTS W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ALLSE) OHNE) THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY THE ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. PERFORMANCE MANUFACTURING KANSAS ROOF SECONDARY SED'S STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR OR TO MFG. AND DESIGN AND ERECTION IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR CITY, MO 64102 OF WALL AND ROOF SHEETS. REQUIREMENTS SPECIFIED BY BUTLER, USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE BUTLER MFG. ENGIN ENGINEER'S SEAL DOES . REV DATE. ev: DESCRIPTION BOBA BUILDER North Valley Building Systems Inc. J NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR 14-0 24 31 5 DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CUSTOMER: OATe COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL LOCATION Chico, California BV!LE%i 111212015 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING s DagwN.2015 K REQUIREMENTS SPECIFIED BY PRo,Ecr; Oak Ridge Cahinets BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. RFG HA Butler Manufacturing VPC flLENAME'. 140]U16°11 DanwlNc scALe. NTS BUILDER'S PDX. VPC VERSIW; QD 14.2b PAGE 14 -- - �°°�• aEVOan J BLxS¢ Butlings NVN Am,mm Ic • M+vm dBMSroFa Bunairg� No'MMe�ra. 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I L J_ � I ROD SLOT BACKING PLATE MAY EXIST IWtDWIVIE INSTALL IN THIS ORDER: HILLSIDE WASHER FLAT WASHER 'B' FLAT WASHER 'A' HEX NUT BR02HI WSOiG3 GIRT TO JAMB CUP r Jrc i EER• 1B• ROD BRACING THRU ROD SLOT COLUMN SHOWN I RAFTER SIMILAR 1gH NDY SLCONO SEE CIRi CI IP (PGI) MAY BE SHOP ZEE GIRT WELDED (GCI OR GG-) 7- B e 1/2' GIRT AT COLUMN SINGLE JAMB BRACE (2)IV X 11x' A . A325 BOLT (4990) DIM A -�\`® (2)1?A30TTHIN HEAD BOLT SIRIUS) 'r' - dNUT (09W32) O I 10 GIRT CLIP L @ (SEE CHART) — 4 SECTION A—A DIM. A 3 1/4' AT 7, 8 1/2', 10' GIRT ZEE GRT SHOWN 6 1/4' AT 11 1/2' GIRT CEE GIRT SIMILAR JAMB CAN SE 1 III -DEEPER THAN THE JAMB SUPPORT GIRT ALIGN JAMB AND GRTAT BL nRWS20F2 GIRT TO JAMB SINGLE JAMB EWQ f nuME NAI m.TEw I iO"T-N IACUP CLPNIOb MI `- MnOIRACE B-) IHE:N Ilµ CURFA SPACE MLL B OF THE LWlct TO THE W w® Cf THE FNNC YLYIY0. D KIEPoNIE Cgl1EC1111NS FLANGE BRACE REQUIREMENTS: RULE/1- All FIANCE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RIUI SINCLE FIANCE BRACES ARE. REOUIRCD WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE/3- FLANGE BRACES ARE REOUIRED BOTH SIDES OF THE FRAME WEB WHIN PART MARK IS ACCOMPANIED By (2). RULEN4- WHENEVER POSSIBLE, PEACE SINGLE BRACES TOWARD THE CENL R OF THE BUILDING. RULE/5- WHENEVER POSSIBLE. PLACE ALL SINGLE BRACES ON THE SAME SIDE OF BIE FRAME WEB. „ IV A II 1n-PURUNS REQUIRE 3 BOLTS AT EACH ENO OF PURLIN IAP. wrt BRO6AE TYPICAL FLANGE BRACE CONNECTIONS CONT. PURLIN LAP SHOWN, CONT. GIRT d SIMPLE PURLIN WS01H2 HEADER TO CUP (PCI) DOOR HEADER \/A e I 1 EQUAL 3' EQUAL II Ivl� Ir OPENING HEIGHT SECTION A–A .x WS2OF9. NR x CIRT SHOWN GIRT SIMILAR 8 1/2' GIRT CUP (GC5) 10' GIRT CLIP (CCE-) MAY BE SHOP WELDED (CC2 OR CCB-) \ R \ Qty( COLUMN 8 1/2' h 10' INSET GIRT GIRT CONN. AT COLLIN 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325•114 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 14024315.011 I ANY SINGLE JAMB HEAD BOLT (088338) d NUT (005032) R TO JAMB ANY SINGLE. DEPTH SHAPE ERECTION DRAWING PART MARK 1= '/Z" 2 SIB" ADJUST. CODES ADJUST. CODES P GAGE GAGE EIGHTHS EIGHTHS R INCHES LENGTH INCHES LENGTH 1 03 1 B 3 (millimeters) (millimeters) SHAPE SHAPE 07•r Z. ZEE oo Aa VC C•CEE • E•LOWEAVE T 10 10" 3 RUT 11-111V N • HIGH SAVE STRUT EN51B7 FIELD LOCATE ANo ONIu m vu• DM XOLea W.'N I Fan 1.11 OR GCNI GIRT CLP OUTSETEW GIRT1 DEPTH DEPTH DESIGN OF ANY OTHER PRODUCT OR WASHERS c"FEN51B3f.w ROD DIA NUT A B HILLSIDE J/8- 095321 096408 -1140 043657 112- 095230 --595233 095872 095946 043657 5 8' DEPTH SHAPE DACE 095945 09`v946 043657 3 4' 095235 095946 095946 043658 7 e 095237 095947 09_0940 043656 I 095238 095948 095949 043659 1 1 8 095239 095949 095949 043659 BR02HI WSOiG3 GIRT TO JAMB CUP r Jrc i EER• 1B• ROD BRACING THRU ROD SLOT COLUMN SHOWN I RAFTER SIMILAR 1gH NDY SLCONO SEE CIRi CI IP (PGI) MAY BE SHOP ZEE GIRT WELDED (GCI OR GG-) 7- B e 1/2' GIRT AT COLUMN SINGLE JAMB BRACE (2)IV X 11x' A . A325 BOLT (4990) DIM A -�\`® (2)1?A30TTHIN HEAD BOLT SIRIUS) 'r' - dNUT (09W32) O I 10 GIRT CLIP L @ (SEE CHART) — 4 SECTION A—A DIM. A 3 1/4' AT 7, 8 1/2', 10' GIRT ZEE GRT SHOWN 6 1/4' AT 11 1/2' GIRT CEE GIRT SIMILAR JAMB CAN SE 1 III -DEEPER THAN THE JAMB SUPPORT GIRT ALIGN JAMB AND GRTAT BL nRWS20F2 GIRT TO JAMB SINGLE JAMB EWQ f nuME NAI m.TEw I iO"T-N IACUP CLPNIOb MI `- MnOIRACE B-) IHE:N Ilµ CURFA SPACE MLL B OF THE LWlct TO THE W w® Cf THE FNNC YLYIY0. D KIEPoNIE Cgl1EC1111NS FLANGE BRACE REQUIREMENTS: RULE/1- All FIANCE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RIUI SINCLE FIANCE BRACES ARE. REOUIRCD WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE/3- FLANGE BRACES ARE REOUIRED BOTH SIDES OF THE FRAME WEB WHIN PART MARK IS ACCOMPANIED By (2). RULEN4- WHENEVER POSSIBLE, PEACE SINGLE BRACES TOWARD THE CENL R OF THE BUILDING. RULE/5- WHENEVER POSSIBLE. PLACE ALL SINGLE BRACES ON THE SAME SIDE OF BIE FRAME WEB. „ IV A II 1n-PURUNS REQUIRE 3 BOLTS AT EACH ENO OF PURLIN IAP. wrt BRO6AE TYPICAL FLANGE BRACE CONNECTIONS CONT. PURLIN LAP SHOWN, CONT. GIRT d SIMPLE PURLIN WS01H2 HEADER TO CUP (PCI) DOOR HEADER \/A e I 1 EQUAL 3' EQUAL II Ivl� Ir OPENING HEIGHT SECTION A–A .x WS2OF9. NR x CIRT SHOWN GIRT SIMILAR 8 1/2' GIRT CUP (GC5) 10' GIRT CLIP (CCE-) MAY BE SHOP WELDED (CC2 OR CCB-) \ R \ Qty( COLUMN 8 1/2' h 10' INSET GIRT GIRT CONN. AT COLLIN 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325•114 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 14024315.011 I ANY SINGLE JAMB HEAD BOLT (088338) d NUT (005032) R TO JAMB ANY SINGLE. DEPTH SHAPE ERECTION DRAWING PART MARK 1= '/Z" 2 SIB" ADJUST. CODES ADJUST. CODES P GAGE GAGE EIGHTHS EIGHTHS R INCHES LENGTH INCHES LENGTH 1 03 1 B 3 (millimeters) (millimeters) SHAPE SHAPE 07•r Z. ZEE oo Aa VC C•CEE • E•LOWEAVE T 10 10" 3 RUT 11-111V N • HIGH SAVE STRUT EN51B7 FIELD LOCATE ANo ONIu m vu• DM XOLea W.'N I Fan 1.11 OR GCNI GIRT CLP OUTSETEW GIRT1 DEPTH DEPTH DESIGN OF ANY OTHER PRODUCT OR SPECIAL SECONDARY PART MARK KEY c"FEN51B3f.w ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING LINTER EN5182 14-024315 COMMON GENERATED MARK NUMBERS BAY NUMBER 40. GAGE uR ,.- BUTLER O Butler Manufacturing LIP CANOPY (C)/PARTITION(P)/ It •0.11] DEPTH SHAPE DACE ALL SECONDARY DEPTHS ROOF(R)/WALL(W) NUMBER +}. 0a9e aT.r zs•zEE n• 0.113 PAGE 19 15. o.oee M•B1n" CS 12-000 14.0.0]9 10•+0' ES •LOW SAVE STRUT 1]3 •0.083 AKS GIRT CLIP BUILDING SHAPE 13. BOTJ HS•HIGHEAVESTRUT 11.1117 68 BACK TO BACK CEE 14 •0On THE BAY/BUNDLE CODE IDENTIFIES 13.0.088 FB •FACE TO BACK CEE 15.00]] 21/2 2S/B^ n•o.oeo FF•FACE TOFACE CEE 13.0.033 IT -00M THE BUILDING CANOPY/PARTITION/ ROOF/WALL PLANE AND BAY ABY PART MARK NUMBER un °'"'"' DESIGN OF ANY OTHER PRODUCT OR SPECIAL SECONDARY PART MARK KEY c"FEN51B3f.w ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING GENERATED MARK NUMBERS EN5182 14-024315 COMMON GENERATED MARK NUMBERS 1HM2015 13:55:09 l SECONDARY BUNDLE LOCATION KEY uR ,.- BUTLER O Butler Manufacturing 1/112/2015 PROJECT: Oak Ridge Cabinets DRAWNCHECN' REG / HA ALL SECONDARY DEPTHS EN53FI PURLIN AND GIRT SIZES PAGE 19 ff e GNAT, Gf BIIRS11. BUJOIT, NGrI1 AmeticB.lnc. I L11T21Bmm GIRT CLIP DIM �,-� (BOLTED)IWELDEDI 1.4- AT 7. 881/2' EW GIRT$FIELD ORTCLGRILLDIAMETER LOCATE AND GROl One- SECOND CE E ON A DOUBLE B ECONG CE E ON A DOURR (GCS) JGC21ATSI?GR (GCE_t IGCBJATIVGIRT 1-2'AT 10'11111}'EW GRITST GCI7_AT7'881?GRT MOUES IN ZEE GIRT TOATACNJAMB JAMB IS HELD BACK S' FROM EACH END OF MAIN JAMB JAM a IS N ELD BACK 3' FROM EACH Exp OF MAINJAEI. OR FOR SPECIAL FRAME SETBACKS GCIt_AT 10'd 111/2"GIRT E \ GC}t_ AT ALL OTHER SETBACK DIMS (211/2^R11a^ A3256GLT (490B0) A CORNER COLUMN @ DyU.P A SMV I II I GyR A fN OH, 4(( ` \ 4T. JAMB. SINGLE OR DOUBLE L INSET SW GIRT ` C`LA / RANE CHANNEL USE AT OPEN \ I \LPN IF WALLS ONLY ZEE GIRT \ B \ I (JAMB SUPPORT \\ A JAMB BASE CLIP DOUBLE JAMB CONNECTION \0 GIRT) PGI)DOUBLE JAMB Q C�7 ENDWALL GIRT (2)111TTHIN CONNECTIDN Q Z)IVAMTTHIN ON P / IL HEADOBOLOLT (0886361 JAMB, 1gNCNOR a" HEAD BOLT (096658) GIRT CLP —/ R O SINGLE OR RODS WTH ANUT (0950]2) GC17_ AT 7• d B IC -GIRT L 11414^119" Sp641PS dNUT 1095032) DOUBLE HARDENEDWASHER D B GC21_ AT IO. 9111a•GO T STRUCTFSNR Q f �11I 4111/P GC21_ AT ALL OTHER SETBACKS DIMS. OIM q: (5530]) \O JA MNCANSE114•DEEPER 6' D —I 1 -.I 1 L AT 7" d 8112"EW GIRTS 2 PER GIRT \ I TNAx TRE JAMS SUPPORT GIRT MAX r GRTFlLLERANGLE 4 %e• r g IG FA_)WI(1)SIMI 1'J^AT10"d FOR AUGx DANS ax0 GIRL AT RL OR GREATER FOR SPECAL FRAME SETBACKS. CONCRETE RSNq ES NOTE. FIELD NOTCH ENOWALL AT 24' O.C. OI AT FLANGE WHEN CON11B CGLUMFI FIELD LOCATE AND MILL I PGI CLIP •]314"AT 1",8112",TO" GIRTS (BY BUILDER) BASEMEMSER PLANGEINTERFEREHFWITHENOWALLOMT. RIEne• DIA HOLES INGITE PGV100T CLIP .4314'AT 111G"GIRTS L FORIGCtI_ ORGC21JCUP NOTE'. FIELD NOTCH EMYJALI I JAMBCAN BE 111i•CEFPER W $112-E 10'INSETSW GIRTS GIRT FLANGE WHEN CORNERCOLUMI THAN THE JAMS SUPPORI GIRT FLANGE INTERFERES WTTHENpVALLGIRT SECTION A -A ^,V RArz ALIGN JAMB AND GIRTATY. SECTION A -A GIRT CONN. AT CORNER COLUMN"^°'" °"""' ^'°' °• WS12G6 ANY OUTSET GIRTAT EW, INSET GIRTATSW WS12H5 N GIRT CONN. AT CORNER COLUMN JAMB TO GIRT ANY OUTSETGIRTAT EW, NO SW GIRT w WS20132".P SINGLE OR DOUBLE JAMB,ANYZEE GIRT 0352088 JAMB BASE ATTACHMENT SINGLE OR DOUBLE JAMB GIRT CUP GIRT CLIP (SOLTED)(WELDED) (BOI TED)(WELDED) CORNER COLUMN (GC5) (GC2) AT 8 1/2' GIRT CORNER COLUMN ( ••• )(GC64_) AT 7' GIRT ENOWALL (GCE-) (CCB_) AT t0' GIRT GE NDWRL (GC34_)(GC65_) AT 8 1/2' GIRT (CC62-)(CC66_) AT 10' GIRT GIRT (GC63_)(GC67_) AT 11 1/2' GRT 4 f ••• - SEE DnAJL WSR009 8 1/2' 8 10' INSET NOW, FOR BOLTED CLIP TO SIDEWALL \ 7' GIRT GIRT TRIU MICE E • « 48F� ` • (TA10) • ® jJ / • b USE AT OPEN - - - ;,qt - WALLS ONLY fi • FRAME " 1 GIRT CUP k E GIRT FILLER ANGLE (BOLTED)(WELDED) (GFA_) w/ (3) 55307 4 )(CC64_) AT 7' GIRT GIRT FILLER ANGLE @ (GC34_)(GC65_) AT 8 1/2' CIRT (GFA_) W/ (3) 55307 (GC62-)(CC66_) AT 10' GIRT (GC63_)(GC67_) AT 11 1/2- GIRT 12-24 N 1 1/4' ••' - SEE OCTAL WSR007 FOR BOLTED CLIP TO 7- GIRT STRUCT FSNR (56101) 2--0' O.C. 8 1/2' A 10' INSET SW GRITS YxWSR004"� GIRT CONN. AT CORNER COLUMN GIRT CONN. AT CORNER COLL ANY INSETGIRTAT EW, INSET GIRT AT SW �WWSR010"� ANY INSETGIRTAT EW. NO SWGIR THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY ONLY TO THE WORK PRODUCT OF BUTLEROF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED BUTLER MANUFACTURING MFG. AND DESIGN AND PERFCRMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR '1540 GENESSEE ST. KANSAS CITY, MO 64102 REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE BUTLER MFG, ENGINEER'S REAL DOES REY. DATE. BY DESCRIPTION: NOT APPLY TO THE PERFORM,4NCE 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. 14-024315 DRAWING SCALE. NTS 1HM2015 13:55:09 l PERMIT# J/S- 0 13UTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR A OD.E COMPLIANCE DAT �.� PERMIT SET- For Building Dept. Approval WALL SECONDARY SED'S BUILDER North V II B 'I a By ul ding Systems Inc. JOB.. CUSTOMER: 14-024315 LOCATION, Chico, California BUTLER O Butler Manufacturing 1/112/2015 PROJECT: Oak Ridge Cabinets DRAWNCHECN' REG / HA BUILDER'S FOR vPc vEftslDN: 2014.2b PAGE 19 ff e GNAT, Gf BIIRS11. BUJOIT, NGrI1 AmeticB.lnc. I STORM NATER MITIOATION PLAN THE FOLLOWING ARE BEST MANAGEMENT PRACTICES AND MINIMUM STANDARDS FOR SEDIMENT AND EROSION CONTROL FOR PROJECTS D15TURBINO LE55 THAN ONE ACRE. THESE PRACTICES SHALL BE IN PLACE THROUGHOUT THE PERIOD OF OCTOBER 15 THROUGH APRIL 30. BUILDING OFFICIAL SHALL 61VE NOTICE WHEN PRACTICES MAY BE REQUIRED THROUGHOUT THE YEAR BASED ON WEATHER CONDITIONS. I. LIMIT 501L WORK TO PERIODS OF DRY WEATHER BETWEEN APRIL 15 TO NOVEMBER 15. MULCH PROTECT, HYDRO-5EED, OR OR OTHERWISE STABILIZE THE SOIL ON ALL AREAS WITH A SLOPE OF 10% OR GREATER THAT HAVE BEEN DISTURBED OR HAVE BEEN CLEARED OF VEGETATION AND ARE OF ERODIBLE MATERIAL. 2. ADJACENT PAVED PUBLIC HAYS SHALL REMAIN FREE OF DEBRIS AND 501L!S REMOVED FROM CONSTRUCTION 51TE AT ALL TIMES. USE RATTLES TO MAINTAIN SITE RUNOFF OVER CURBS, GUTTERS AND SIDEWALKS. USE DRAIN INLET PROTECTION DEVICES AND CATCH BASIN FILTERS AT ALL STORM WATER DRAIN INLETS WITHIN 50 YARDS OF SITE. 5. EMPLOY SOIL STABILIZATION BLANKETS OR FRESH 5TRAH AT ALL DISTURB50 YARD AREAS WITHIN 20' OF CURBS, (SUTTER-5 AND SIDERALKS. 4. GUTTING OR GRADING OF STEEP SLOPES (>15%) SHALL BE AVOIDED RHENEVER POSSIBLE. WHERE OCCURS REDIRECT RUNOFF OR USE JUTE BLANKETS TO STABILIZE SOIL. 5. PROVIDE AN APPROVED AND LABELED AREA FOR CONCRETE HASHOUT. PLASTIC SHEET LINED HAY BAILS MAY BE USED. WASHOUT SYSTEMS SHALL NOT BE PLACED IN PUBLIC WAYS OR NEAR HATER.WAY5 OR DRAIN INLETS. 6. STORE ALL CONSTRUCTION CHEMICALS, PAINT, FUEL, AND THE LIKE IN A COVE -RED AREA AHAY FROM STORM DRAIN SYSTEMS AND HARDSCAPE AREAS. '7. PORTABLE TOILETS WHERE PROVIDED SHALL BE KEPT ON CONSTRUCTION 51Tr- PROPERTY AND AWAY MINIMUM 50' FROM ALL PUBLIC HAY5 AND STORM DRAIN SYSTEMS. DO NOT PLACE TOILETS OVER HARD SCAPE AREAS. 5. ALL CONSTRUCTION TRASH SHALL BE REMOVED AND STORED IN COVERED TRASH RECEPTACLES. TRASH MUST NOT COME IN CONTACT WITH RAINFALL OR RUNOFF. 4. GENERAL CONTRACTOR SHALL MAINTAIN THE ABOVE SYSTEMS AND PRACTICE -5 THROUGHOUT THE CONSTRUCTION PERIOD. GC SHALL EMPLOY A MAINTENANCE PROGRAM THOUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. 6C. SHALL INFORM ALL EMPLOYED ON THE SITE OF SUCH PRACTICES TO INSURE EFFECTIVENESS OF BEST MANAGEMENT PRACTICES. A� ST OF SHEETS C COVER SHEEET: SITE PLAN, PROJECT INFORMATION Al BUILDIN(9 FLOOR PLAN AZ PARTIAL FLOOR PLANS A3 UPPER LEVEL FLOOR FRAMING PLAN A4 ACCESSIBLE DETAILS A5 GREEN NOTES P I PLUMBING PLANS AND SCHEDULE Sl FOUNDATION PLAN AND NOTES 5 Z FOUNDATION DETAILS, NOTES AND 5CHEDULF-5 E 1 ELECTRICAL PLAN, PANEL SCHED., ONE LINE DIAGRAM EZ ENERGY CALCULATIONS E3 ENERGY CALCULATIONS I. FIRE SPRINKLER SYSTEM. FIRE PROTECTION CONTRACTOR SHALL SUBMIT AUTOMATIC r -IRE SPRINKLER SYSTEM DESIGN, CALCULATIONS AND SPECIFICATIONS TO THE FIRE MARSHALL AND THE BUTTE COUNTY BUILDIN5 DEPARTMENT PRIOR TO INSTALLATION/PERMIT. DEVON SHALL BE BASED ON ALL APPLICABLE CODES AND NFPA 15. THE FIRE SPRINKLER PERMIT IS A SEPARATE PERMIT. PERMIT MUST BE ISSUED PRIOR PRIOR TO INSTALLATION OF FIRE SPRINKLER SYSTEM. i <'1 EXI5TIN6-� LEACH LINES PROVIDE AND INSTALL DETECTABLE WARNING BGVNDR*i' MNCATED DOMES) AT VEHICULAR/ PEDESTRIAN AREAS. DEVICE SHALL BE CONT. WIDTH OF WALK WAY X 56" DEEP. U5E ONLY APPROVED DETECTABLE WARNING DEVICES MEETING 2015 GBG SECTION IIB -?05. TYP. _^ . --- 150.0' (N) SIGN VALLEY RUBBER a GASKET OOYERN I NO GQDE5 UNLESS OTHERWISE NOTED, THESE PLANS SHALL MEET THE STANDARDS AND REG2UIREMENT5 OF THE CALIFORNIA BUILDIN5 STANDARDS CODE FOUND IN THE CALIFORNIA CODE OF REGULATIONS, TITLE 24:: PART 2, KNOWN AS THE 2013 CALIFORNIA BUILDIN5 CODE (GBG) PART 3, KNOWN AS THE 2015 CALIFORNIA ELECTRICAL CODE (GEC) PART 4, KNOWN A5 THE 2015 CALIFORNIA MECHANICAL CODE (CMC) PART 5, KNOWN AS THE 2015 CALIFORNIA PLUM5I145 CODE (CPG) PART 6, KNOWN AS THEW 2015 CALIFORNIA ENERGY CODE, AND ENERGY COMMISSION STANDARDS (CE05) PART II KNORN AS THE 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE (00550) PRO.JEGT IN �;)RMATION $ CODE ANAL1'5 JOB 51TE ADDRk55: 11128 MIDWAY, CHICO, GA 45x28 JOB 517E PARCEL NUMBER: 040-510-08-7 PROPERTY OWNER: 500TT BECHOLD NAME OF PROJECT: OAK RIDGE CABINETS SHOP EXPANSION 4 SHOW ROOM REMODEL ADDRESS OF PROJECT: 111243 MIDRAY, SUITE A PROJECT ENGINEER: CHAD RATZLAF TYPE OF PROJECT: ADDITION TO EXISTING STRUCTURE 8 ALTERATION SCOPE OF WORK: THE SCOPE OF WORK ON THIS PROJECT HILL INCLUDE AN EXPANSION OF A CABINET MANUFACTURING SHOP AND A REMODEL OF A SHOWROOM WITHIN THE SAME BUILDING. USE $ OCCUPANCY CLASSIFICATION: F -I MODERATE -HAZARD FACTORY INDUSTRIAL (306.2) B OFFICE (506.2) TYPE OF CONSTRUCTION: TYPE 31-B (TABLE 601) BUILDIN6 AREA: BASIC ALLOWED: 15,500 50. FT. ACTUAL: 24,444 50. FT. BUILDING AREA MODIFICATION OF 31,000 SQ. FT. ALLOWED PER SECTION 506.5. STORIES: ALLOHED: (2) ACTUAL: (2) FIRE RESISTIVE REQUIREMENT5: PRIMARY STRUCTURAL FRAME: 0 HR5. (BASED ON TYPE OF BEARING WALLS EXTERIOR: 0 HRS. IF > 50 FT. SEPARATION CONSTRUCTION TABLE 601) BEARING HALL5 INTERIOR: 0 HR5. NON BEARING WALLS 8 PART.: 0 HR5. FLOOR CONSTRUCTION: 0 HR5. ROOF CONSTRUCTION: 0 HRS. MEANS OF EGRE$5: OCCUPANCY LOAD OF BUILDING: 250 (TABLE 1004.1.2) EXIT REQUIREMENTS: EXIT ACCESS TRAVEL DISTANCE, FULLY SPRIKLERED: 250' PER TABLE 1016.2 NUMBER OF EXITS REQUIRED: 2 PER 1-500 OCCUPANTS PLUMBING FIXTURE REQUIREMENTS: PLUMBING FIXTURES SHALL BE PROVIDED FOR THE TYPE OF BUILDIN6 OCCUPANCY AND IN THE MINIMUM NUMBER SHOWN IN TABLE 422.1. THE TOTAL OCCUPANT LOAD AND OCCUPANCY CLASSIFICATION SHALL BE DETERMINED IN ACCORDANCE WITH OCCUPANT LOAD FACTOR TABLE A. THE MINIMUM NUMBER OF FIXTURES SHALL BE CALCULATED i AT 50% MALE AND 50% FEMALE BASED ON THE TOTAL �-- z OCCUPANT LOAD. K 0 TWO OCCUPANCIES EXI5T IN THE BUILDING AND THUS APPROPRIATE OCCUPANCY GROUP CLASSIFICATION FOR m U EACH AREA WILL OCCUR IN THI5 ANALYSIS. THE BUSINESS Lu AREA RILL BE SERVED BY THE REMODELED EXISTING CA w RESTROOM THAT CURRENTLY SERVES THAT OCCUPANCY AND 3z 906 EXISTING O z �Q PARKING AREA. THE GROUP B AREA (OFFICES 4 SHOWROOM) HAS A TOTAL AREA OF 1410 50. FT. THE OCCUPANT LOAD FACTOR FOR BUTTE THAT AREA PER TABLE A 15 200. 14-10/200=4.85 THE COUNTY OCCUPANT LOAD 15 10. PER 422.2(5) BUSINESS AND LO 112 MERCANTILE OCCUPANCIES WITH A TOTAL LOAD OF 50 OR APR 2 7 2015 LE55 INCLUDIN5 CUSTOMERS AND EMPLOYEES, ONE TOILET PROVIDE AND INSTALL DETECTABLE WARNING BGVNDR*i' MNCATED DOMES) AT VEHICULAR/ PEDESTRIAN AREAS. DEVICE SHALL BE CONT. WIDTH OF WALK WAY X 56" DEEP. U5E ONLY APPROVED DETECTABLE WARNING DEVICES MEETING 2015 GBG SECTION IIB -?05. TYP. _^ . --- 150.0' (N) SIGN VALLEY RUBBER a GASKET OOYERN I NO GQDE5 UNLESS OTHERWISE NOTED, THESE PLANS SHALL MEET THE STANDARDS AND REG2UIREMENT5 OF THE CALIFORNIA BUILDIN5 STANDARDS CODE FOUND IN THE CALIFORNIA CODE OF REGULATIONS, TITLE 24:: PART 2, KNOWN AS THE 2013 CALIFORNIA BUILDIN5 CODE (GBG) PART 3, KNOWN AS THE 2015 CALIFORNIA ELECTRICAL CODE (GEC) PART 4, KNOWN A5 THE 2015 CALIFORNIA MECHANICAL CODE (CMC) PART 5, KNOWN AS THE 2015 CALIFORNIA PLUM5I145 CODE (CPG) PART 6, KNOWN AS THEW 2015 CALIFORNIA ENERGY CODE, AND ENERGY COMMISSION STANDARDS (CE05) PART II KNORN AS THE 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE (00550) PRO.JEGT IN �;)RMATION $ CODE ANAL1'5 JOB 51TE ADDRk55: 11128 MIDWAY, CHICO, GA 45x28 JOB 517E PARCEL NUMBER: 040-510-08-7 PROPERTY OWNER: 500TT BECHOLD NAME OF PROJECT: OAK RIDGE CABINETS SHOP EXPANSION 4 SHOW ROOM REMODEL ADDRESS OF PROJECT: 111243 MIDRAY, SUITE A PROJECT ENGINEER: CHAD RATZLAF TYPE OF PROJECT: ADDITION TO EXISTING STRUCTURE 8 ALTERATION SCOPE OF WORK: THE SCOPE OF WORK ON THIS PROJECT HILL INCLUDE AN EXPANSION OF A CABINET MANUFACTURING SHOP AND A REMODEL OF A SHOWROOM WITHIN THE SAME BUILDING. USE $ OCCUPANCY CLASSIFICATION: F -I MODERATE -HAZARD FACTORY INDUSTRIAL (306.2) B OFFICE (506.2) TYPE OF CONSTRUCTION: TYPE 31-B (TABLE 601) BUILDIN6 AREA: BASIC ALLOWED: 15,500 50. FT. ACTUAL: 24,444 50. FT. BUILDING AREA MODIFICATION OF 31,000 SQ. FT. ALLOWED PER SECTION 506.5. STORIES: ALLOHED: (2) ACTUAL: (2) FIRE RESISTIVE REQUIREMENT5: PRIMARY STRUCTURAL FRAME: 0 HR5. (BASED ON TYPE OF BEARING WALLS EXTERIOR: 0 HRS. IF > 50 FT. SEPARATION CONSTRUCTION TABLE 601) BEARING HALL5 INTERIOR: 0 HR5. NON BEARING WALLS 8 PART.: 0 HR5. FLOOR CONSTRUCTION: 0 HR5. ROOF CONSTRUCTION: 0 HRS. MEANS OF EGRE$5: OCCUPANCY LOAD OF BUILDING: 250 (TABLE 1004.1.2) EXIT REQUIREMENTS: EXIT ACCESS TRAVEL DISTANCE, FULLY SPRIKLERED: 250' PER TABLE 1016.2 NUMBER OF EXITS REQUIRED: 2 PER 1-500 OCCUPANTS PLUMBING FIXTURE REQUIREMENTS: PLUMBING FIXTURES SHALL BE PROVIDED FOR THE TYPE OF BUILDIN6 OCCUPANCY AND IN THE MINIMUM NUMBER SHOWN IN TABLE 422.1. THE TOTAL OCCUPANT LOAD AND OCCUPANCY CLASSIFICATION SHALL BE DETERMINED IN ACCORDANCE WITH OCCUPANT LOAD FACTOR TABLE A. THE MINIMUM NUMBER OF FIXTURES SHALL BE CALCULATED i AT 50% MALE AND 50% FEMALE BASED ON THE TOTAL �-- z OCCUPANT LOAD. K 0 TWO OCCUPANCIES EXI5T IN THE BUILDING AND THUS APPROPRIATE OCCUPANCY GROUP CLASSIFICATION FOR m U EACH AREA WILL OCCUR IN THI5 ANALYSIS. THE BUSINESS Lu AREA RILL BE SERVED BY THE REMODELED EXISTING CA w RESTROOM THAT CURRENTLY SERVES THAT OCCUPANCY AND 3z 906 THE TRO EXISTING RE5TROOM5 LOCATED IN THE WORKSHOP O z �Q AREA WILL CONTINUE TO SERVE THE WORKSHOP OCCUPANCY AREA. THE GROUP B AREA (OFFICES 4 SHOWROOM) HAS A TOTAL AREA OF 1410 50. FT. THE OCCUPANT LOAD FACTOR FOR BUTTE THAT AREA PER TABLE A 15 200. 14-10/200=4.85 THE COUNTY OCCUPANT LOAD 15 10. PER 422.2(5) BUSINESS AND LO 112 MERCANTILE OCCUPANCIES WITH A TOTAL LOAD OF 50 OR APR 2 7 2015 LE55 INCLUDIN5 CUSTOMERS AND EMPLOYEES, ONE TOILET FACILITY, DESIGNED FOR USE BY NO MORE THAN ONE DEVELOPMENT PERSON AT A TIME, SHALL BE PERMITTED FOR USE BY BOTH SERVIQ^E'��S��,, SEXES. jj ,915"03607 THE GROUP F AREA (WORKSHOP) HAS A TOTAL OF 23151 50. JOB #: 14-060 FT. THE OCCUPANT LOAD FACTOR FOR THAT AREA PER ReCI `C� TABLE A 15 2000. 2,5181/2000=11.54 THE OCCUPANT LOAD 'ERMIT# t'� 1512. A BATHROOM WITH (1) TOILET AND (1) LAV. PROVIDED BUTTE COUNTY DEVELOPMENTSERVICES FOR EACH SEX CURRENTLY EXISTS AND MEETS CPC REVIEWED FOR REG2UIREMENT5. CODE COMPLIANCE 5EV. DATE i Cr) �-- z W K 0 J_ QI m U j Lu 0 Fa- CA w C }0)o G <�o 3z 906 w00 p o NUZ O z �Q n� W O (� U > 00 Q L s V CN >, 04 0 r N-CLq m ` W L) M LO 112 cro U oQao�Essi�N� * Fay- srq\ r APR 2 4 2015 JOB #: 14-060 DRAWN BY: Ckd BY: DA -(E: 4-23-15 DRAWING NUMBER Fl L Cmar® (Pcg- 2- 1/811 = 1'- 0" OFFICE 100 S.F. 100 5F/per LOAD: I er Leve PROVIDE 5' WIDE X 5' DEEP CLEAR SPACE. LANDING SURFACE SHALL BE LEVEL w/ 2% (1:50) MAX. SLOPE. OFFICE DATE OFFICE 189 S.F. 252 S.F. 100 SF/per 100 5F/per LOAD:2 LOAD:5 FIRE EXTINOUISHER NOTE: PROVIDE A 2A405C RATED FIRE EXTINGUISHER MOUNTED IN AN ACCESSIBLE CONSPICUOUS AREA. ONE EXTIN61,115HER 15 REQUIRED FOR EVERY 2000 SQUARE FEET AND THE TRAVEL D15TANCE TO A FIRE EXTINGUISHER SHALL NOT EXCEED 50 FEET FROM ANY POINT. 1/811 = 1'- 0" lm, f-11 � —r N -W / L LCJLI VL/ NEW SHOP AREA :/1848 50. FT. (N) NEW (EI EXI5TIN6 (EJ 2X4 WALL (N) 2X4 WALL Main Level - Floor Plan REV. DATE BY Iii- Z z0 3 J Q Um W Q CD � N CO C }0)o M G QRO X m O QW co Z Q n� W 0 \� (DCO Q LO .0 c L)�1 O N O r V N N w C) co LO U n� C^W _ I PROFESS! is �' I 1 643, \\ G3P-1 sT\ "Cl OF C APR 4 2015 JOB #: 14-060 DRAWN BY: Ckd. BY: DATE: 4-23-15 DRAWING NUMBER ROOM FINISH SCHEDULE 1wom PLOOR DAM P44419 CZ LN& 1112MAf" SHOWROOM CARPET STAINED WD. TEX�T/RED ! PAINT 5/6. GYP. BD. 7 XT11RED t PAINT 5/6. 6YP. BP - ENTRY RESTROOM VINYL COVED VINYL SEE TOILET RM. DETAIL 2/A4 NOTES TEXn1RED • PAINT 6/6" M.R. GYP- BID- NEW SHOP AREA CONCRETE NONE INTERIOR SIDE OF METAL BLD&. SKIN INTERIOR SIDE OF METAL BLD6. POOP EW05EP VINYL BACKED INSULATION (WHITE) AT WALLS AND CEILIN& ALL OTIiER ROOMS LIST ON FLOOR As •ExIsnNG• EXISTING EXISTIN6 "1511116 EXISTING T AS REGUIRED 1301�L log N.T.S. 11- Pla FORGH REMOVE PORTION OF WALL TO INSTALL NEW OFF I GE OFF I GE REGEFTI ON DOOR PER FLOOR PLAN � i i FORGH � / I WALL GON$TRUGTION REMOVE EXISTING DOOR I I REMOVE EXISTING L I REMOVE EXI5TING TOILET O r�`.� I TO RELOCATE PER FLR. PLAN (/ I II TOOL STOR. I I hor�/i I I I I I LEGEND (N) NEW (R) REMOVE (E) WALL _----- (R) (PJ WALL GA5INE7 SHOF ELECT. 11 SERVICE VERIFY (Fa v 24" SQ. (MIN) x y+ THK. FTG. ® �� (E) POST, VRFY L_J m II VERIFY (E) 18" 50. (MIN) x ZI I 12" THK. FTC. X SHOWROOM 10 II REMOVE EXISTING WALL CONSTRUCTION I I , II �� II / II � REMOVE EXISTING DOOR / (E) 3040 1AWK (E) 3040 PsOK (E) 3040 WDW- (E) 3040 WDW. \ EXISTING PORCH FLOOR SURFACE SHALL BE LEVEL \ / w/ 255 (1:50) MAX. SLOPE. EXIST. PROVI DE THE RF -CE INTERNATIONAL SYMBOL OFF ICE I`i EXIST. OF ACCESSIBILITY 51ON, \ / EXIST. 165 S.F. COVERED ;b MOUNT +60" ABOVE OFFICE_ 65 S.F. IOO SF/per PORCH LANDING SURFACE TO 100 SF/per LOAD: 2 068 CENTERLINE OF SIGN \ 16� CO.F• LOAD: I EX15TINO ACCESSIBLE / "50 ENTRY- MUST GOMPL w/ 100 SF/per INFILL (E) DOOR 3 DETAIL 3/A4. LOPED: 2 VINYL 4 PERMITBUTECOUNTY DEVELOPMENT SERVICES FOR TYPICAL TOILET FL00k2ING- REVIEWED FOR ROOM NOTES AND ENTRY ESTRM. CODE COMPLIANCE 3068 EQUIPMENT MOUNT /-71_mll \\ DATF HEIGHTS SEE 2 40, COVERED FORGH (N) LAV. Ko. INFILL (EI � (E) 3068 O 28° MIN. ) 2020 WDW. (E) 3040 WpWDOOR - (Fa 3068 EXISTING 3 GAL. ELECTRIC W -H. (E � EXIST. I EX I ST I NC aeFOREMAN TOOL STOR. sr MEET) 3038 I I LRIFY 122 S.F. ,/VERIFY (FFa loo SF/per DET. REQ. AQ' lt� I 1' 24" 5Q. (MIt�) x � L J 12" THK. FT(*, ®LOP1D: 2 (E) 3068 (E) (E) POST, VRFY F \ (E) 3068 18" SQ. (MIN) x X 12 THK. FTG. �,{ W VERIFY (E) W SHOWRM. \ 24" SQ. (MIN) x 10 I ST.O IoEXIST. LEC END 12" THK. FTC. m z 435 S.F. (E) POST, VRFY I S F SHOF (N) NEW I 10/0a I w 1_OAD�/ er I REST. REST. \ (E) EXISTING Gl"�L1 NET SHO 1p (E) 2X4 WALL 21,328 S.F. 26'-2" 00EC (N) 2X4 WALL 100 SF/per \ I LOPED: 2 I (E) 3068 T3068 \ (E) 3066 INFILL (EJ EXISTING DOOR ACCESSIBLE I I TOILET RMS. / Pirumia-1 Roolglo-Ptan-,w Level Office REV.. DATE BY uJ — z coott Um ua Q CD r � Q O d W ci O z Boa �W w O Q \� Q co O L V n ��`+ N I`rf.,l cu� cu co m CO � u Q U Q�DFESSID F2 �e- ' 'N:843 J * 6-3D-15 \ \y Ti 4 o No' APR 4 2015 joB #: 14-060 DRANK BY: Ckd. BY: DATE: 14-23-15 DRAWING NUMBER Az W, rn to u;a2 D D a n _m. o _f. O - �Z p -� -Sequoia ung neering OAK RIDGE CABINETS NEW METAL BUILDING �JJ 1 a i I c w z y a r �� ,0 467 East 2nd Ave. a mn v p m y 7J O m 0 0 b ,P �' 1n< mn 0 0� zo m G nm d 9 m N e ■ N ' 530.591.7258 APN. 040-310-087 W, rn to u;a2 D D a n _m. o _f. O - �Z p -� -Sequoia ung neering OAK RIDGE CABINETS NEW METAL BUILDING a c w z y a r �� ,0 467 East 2nd Ave. Z C b ,P �' Chico, CA 11128 MIDWAY CHICO, CA 95928 imo A N ' 530.591.7258 APN. 040-310-087 _ chadratzlaff@yahoo.com NOTE: 1) UNAUTHORIZED PARKING SIGN TO BE INSTALLED AT EACH PARKING LOT ENTRANCE OR IN FRONT OF AND V 15ABLE FROM EACH H.G. PARKIN& STALL. 2) UNAUTHORIZED PARKING SIGN SHALL BE WHITE WITH BLACK BORDER. UNAUTHORIZED VEHICLES PARKED IN DESIGINATED ACCESSIABLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES Z ISUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNERS EXPENSE. TOWED VEHICLES MAI( (V BE RECLAIMED AT \ , 24" MIN 0 (k=�� RESERVED 0 VAN (E) AGCESSIBILTY SIGN VERIFY MEETS 5EG. 11298.4 WITHIN THE LOADIN6/ALOADIN6 ACCESS 15LE PAINT THE WORDS "NO PA INC" ON THE GROUND WITHIN Ii W ACCESS AISLE. THIS NOTICE ALL BE PAINTED w/ WHITE Lli NO LESSTHAN 12" HIGH 4 ATED 50 THAT IT 15 VISIBLE TO TRAFFIC. ENFORCEMENT OFFICI TYR PAVEMENT SYMBOL PER SEG. 1109A.8.8 E MINIMUM FINE $250 0 80" MIN. TO FREE STANDING 1 " MIN FOR WALL MOUNTED TO TOP OF WALKING SURFACE EXISTING BOARDER LINES DO NOT MEET CURRENT GORE: PAINT BOARDER LINES OF PARKING SPACE BLUE PA114T 5PECIFICATION: VALSPAR - ZONE MARk:I146 PAINT LATEX AVAILABLE Ili WHITE (MODEL#024.0000135.00-1) BLUE (MODEL#024.0000131.00'7) AT "DO IT BEST" HARDNIARE SUPPLIERS LOCAL DO IT BEST CENTER 15 MEEKS BUILDING CENTER CHICO PHONE 530-342-1551 PAINT CRO55 HATCH LINES WHITE \ v NOTE: NO PORTION OF NO R K I N G STALL SU KINS FACE SHALL SLOPE t _n MORE THAN 2% IN I. ANY DIRECTION. -10 50. INCH AGGESSIBILITY SIGN PER SEG. 112gB.5 � O MIN. I 36" MIN. 0 NOTE: THIS DETAIL FROM DED AS REFERENCE ONLY AND DOES NOT REPRESENT REQU I RED NEW WORK FOR THIS FROJEOT. \/ERI FY EX I STI NO GOND I TI ONS MEET SFEO 1 F I OATI ONS DETAILED HERE. YARN A OOE551 5�-E FARK I NO STALL NOT TO SCALE T'rFIOAL TOILET ROOM NOTES: I. ALL FLOORS AND WALLS SHALL BE A HARD, SMOOTH, WASHABLE SURFACE. 9. MEN'S AND WOMEN'S TOILET ROOMS SHALL HAVE UNIVERSAL ACCESSIBLE COVE BASE AT FLOORING 5" MIN. UP WALL. 51 AT ENTRANCE DOORS, MOUNTED 60" FROM THE FLOOR TO THE CENTER OF THE SIGN. SEE 516NA6E DETAIL THI5 PA6E. 2. ACCESSIBLE CRAB BARS SHALL BE MOUNTED TO SOLID BLOGKIN6 AT 33" ABOVE FIN. FLOOR. lo. EN -i DOOR5 SHALL HAVE PU5H/PULL HARDWARE OF LEVER HANDLE I' LOGK5FTS- 3. ALL HOT WATER AND DRAIN PIPES UNDER LAV5. SHALL BE WRAPPED WITH INSULATION. II. TOILET ROOM LAVATORIES SHALL COMPLY WITH GPC, SEG. 421.2 WHICH LIMITS THE DELIVERED WATER TEMPERATURE. INSTALLATION OF TEMPERATURE 4. ALL FAUCET AT LAYS. SHALL BE LEVER HANDLE TYPE. AGTUA=, FLOW REDUCTION (TAM, VALVES FOR INDIVIDUAL FIXTURE FITTINGS SHALL OCCUR AT ALL TOILET ROOM LAVATORIES. S. THE CLEARANCE UNDER LAV. APRON (FRONT EDGE) SHALL BE 29" MIN. p 12, SU06ESTED MOUNTING HEIOHT5 OF OTHER ITEMS: p ;r 6. THE BOTTOM EDGE OF MIRRORS AND THE OPERATING HE16HT OF PAPER LIGHT SWITCH: 40" MAX. TO CENTER O TOWEL DISPENSERS, ETC., SHALL BE 40" MAX. AEOVE FLOOR. ELECTRICAL OUTLET: 15" ABV. FIR. TO CENTER BBBp d d Z Z Z aVULLu -1. ACCESSIBLE TOILET STALL SHALL HAVE TOILETS WITH A SEAT HEIGHT OF 0.r w JO 3 I-1"-14" ABOVE THE FLOOR. W uJu�1 V 0.r wWI w Q Q V O LU W w0.' 8. ACCESSIBLE URINAL SHALL BE AN ELONGATED TYPE MOUNTED WITH THE TOP w Lu 0. 3 3 K v Z Y z F OF THE RIM AT I-1" MAXIMUM ABOVE THE FLOOR. dipLo 0 N � 1Ou Q - 2 W � v a 0 w O O O 18„ P�X7T�EREINE of Q Hn Q Q (t Q Q o z z 0. ��wItKD to 0. pp% d d H d d� O d ✓6" GRAB BAR - AR MIN. 28" 18" F- F V p N p 0.a` s 0.p N U1 p U 0.? +33" A.F.F. MIN. MIN. 6' (VX X. \ MAX x +34" TOP of Z 42" GRAB BAR SINK SURFACE _ +33" A.F.F. FLUSH ACTIVATOR _ i(Vt i - T IIn _ ON WIDE 51DLn -L-L111nmmml 4a 14,i7777T�r 46„x30GLR. ® SPACE ® SINK z W L ->4 m�FO _ _.. _ F.. N.T.5. INSULATE HOT WATER d DRAIN PIPING I AT RESTROOM DOORS INSTALL SIONA&E PER DET. 4/A4 DOORS SHALL NOT - BE LESS THAN DO" HIGH ALL DOORS MUST HAVE - A MIN. 10" HIGH SMOOTH, SOLID BOTTOM RAIL KICK PLATE z_ 12' MIls FLOOR(5) OR LANDIN6(5) ARE NOT MORE THAN 1/2" LOWER THAN THE TOP OR THE THRESHOLD OF THE DOORWAY THRE5HOLD o%'l �4 N •5EG. II5604.8.1.2 RtGUIRES DOORS NEED TO BE ACCESSIBLE (MEETS ADA REG2UIREMENTS) ALL HARDWARE AND OPERABLE PARTS SHALL COMPLY w/ II5-3001.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT 6RA5PIN6, PINGHIN6, OR TIN STING OF THE WRIST. THI~ FORGE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. -DOOR HANDLES, RULLS, LOOKS AND OTHER OPERATING HARDWARE SHALL TO BE INSTALLED FROM S4" TO 44" ABOVE THE FINI5HI=D FLOOR. =7_DOOR5 SHALL BE 36" WIDE w/ DOORWAYS HAVING A MIN. CLEAR WIDTH OF 3441, MEASURED FROM THE FACE OF THP DOOR TO THE STOP WHEN THE DOOR 15 OPENED 90- I6" MIN. GLR. ®EXT. DRS. SURFACE MAl`IEUVERIN6 SPACE 24" MIN. GLR. ® INT. DRS. ON BOTH 51DES OF DOOR SHALL BE LEVEL w/ 2% (1:50) MAXIMUM SLOPE ALLOWED. DOOR REOU I REMENT DETAIL LETTERING 5/6" MIN. to RAISED 1/32" 2" MAXIMUM M E N4�1 00 O CORRE5PONDIN6 I \ e / GRADE I I / BRAILLE RESTROOMS WOMEN MEN UNISEX WALL MOUNTED SIGN WALL MOUNTED 516NA6E TO BE LOCATED ON THE LATCH SIDE OF DOOR CLEAR OF D SWING. MOUNT AT 60" TO CENTERLINE OF SIGN FROM FLOOR. WHERE THERE 15 NC WALL SPACE ON THE LATCH SIDE, PLACE SIGNAGE PER FLOOR PLAN. OUNTED N.T.S. 700R MOUNTED SIGNAGE NOTE: PICT06RAM5 AND/OR LETTERING ARE NOT REOUIRED ON DOOR -MOUNTED SIGNAGE. ENTRANCE D I AORAM IDENTIFICATION SYMBOLS for TOILET ROOMS NAME LL 3/8" MIN. •• • • A • • •• 3/8" MIN. N.T.5. PERMIT# f3I5�0��'6 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ODE COMPLIANCE DATE / 5 6y -RA ' RAISED CHARACTERS SHALL BE 1/3,2 KEY NOTES NOTE: 1 1/2" MIN. RADIUS. 516N TO BE CENTERED FONT. CHARACTERS SHALL NOT BE MOUNTING LOCATION SHALL BE AT THE INTERIOR END 2 BLUE BAGKOROUND. CF PARKING SPACE. CHARACTER HEIGHT E 516NA6E WITHOUT ENC.OUNTERINC VERTICALLY FROM THHBASE E BASELINE OF 3 WHITE EMBLEM. AREA OF SION TO BE AND 2" MAX. BASED ON THE HEIGHT PER GBG II5-103.42 A MIN. -1O 50. INCHES. 4 REFLEGTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL SHALL BE LOCATED 48" MIN. O W co W/ BEADED TEXT OR EQUAL. CONTRACTED (GRADE 2) BRAILLE -It 5. DESIGNATE FOR "VAN ACCESSIBLE" WHERE APPROPRIATE. THE BASE LINE OF THE LOWEST 6. LETTERING ON SIGN MUST BE A MINIMUM OF I" IN HEIGHT 0.300" SPACE BETWEEN CELLS, -1. APPROPRIATE INFORMATION MUST BE FILLED AS A PERMANENT GROUND SURFACE MEASURED FROM FIRST COLUMN OF DOTS IN THE FIRST PART OF THE 51ON WITH I" IM HEIGHT LETTERING. CELL TO THE CENTERLINE OF THE FIRST 8. GHARATER HEIGHT SHALL BE 5" HIGH WHEN 51ON 15 OVER II5--103.4.1 DOTS SHALL BERAISED A MIN. OF 80" ABOVE WALKING SURFACE. EXISTING BOARDER LINES DO NOT MEET CURRENT GORE: PAINT BOARDER LINES OF PARKING SPACE BLUE PA114T 5PECIFICATION: VALSPAR - ZONE MARk:I146 PAINT LATEX AVAILABLE Ili WHITE (MODEL#024.0000135.00-1) BLUE (MODEL#024.0000131.00'7) AT "DO IT BEST" HARDNIARE SUPPLIERS LOCAL DO IT BEST CENTER 15 MEEKS BUILDING CENTER CHICO PHONE 530-342-1551 PAINT CRO55 HATCH LINES WHITE \ v NOTE: NO PORTION OF NO R K I N G STALL SU KINS FACE SHALL SLOPE t _n MORE THAN 2% IN I. ANY DIRECTION. -10 50. INCH AGGESSIBILITY SIGN PER SEG. 112gB.5 � O MIN. I 36" MIN. 0 NOTE: THIS DETAIL FROM DED AS REFERENCE ONLY AND DOES NOT REPRESENT REQU I RED NEW WORK FOR THIS FROJEOT. \/ERI FY EX I STI NO GOND I TI ONS MEET SFEO 1 F I OATI ONS DETAILED HERE. YARN A OOE551 5�-E FARK I NO STALL NOT TO SCALE T'rFIOAL TOILET ROOM NOTES: I. ALL FLOORS AND WALLS SHALL BE A HARD, SMOOTH, WASHABLE SURFACE. 9. MEN'S AND WOMEN'S TOILET ROOMS SHALL HAVE UNIVERSAL ACCESSIBLE COVE BASE AT FLOORING 5" MIN. UP WALL. 51 AT ENTRANCE DOORS, MOUNTED 60" FROM THE FLOOR TO THE CENTER OF THE SIGN. SEE 516NA6E DETAIL THI5 PA6E. 2. ACCESSIBLE CRAB BARS SHALL BE MOUNTED TO SOLID BLOGKIN6 AT 33" ABOVE FIN. FLOOR. lo. EN -i DOOR5 SHALL HAVE PU5H/PULL HARDWARE OF LEVER HANDLE I' LOGK5FTS- 3. ALL HOT WATER AND DRAIN PIPES UNDER LAV5. SHALL BE WRAPPED WITH INSULATION. II. TOILET ROOM LAVATORIES SHALL COMPLY WITH GPC, SEG. 421.2 WHICH LIMITS THE DELIVERED WATER TEMPERATURE. INSTALLATION OF TEMPERATURE 4. ALL FAUCET AT LAYS. SHALL BE LEVER HANDLE TYPE. AGTUA=, FLOW REDUCTION (TAM, VALVES FOR INDIVIDUAL FIXTURE FITTINGS SHALL OCCUR AT ALL TOILET ROOM LAVATORIES. S. THE CLEARANCE UNDER LAV. APRON (FRONT EDGE) SHALL BE 29" MIN. p 12, SU06ESTED MOUNTING HEIOHT5 OF OTHER ITEMS: p ;r 6. THE BOTTOM EDGE OF MIRRORS AND THE OPERATING HE16HT OF PAPER LIGHT SWITCH: 40" MAX. TO CENTER O TOWEL DISPENSERS, ETC., SHALL BE 40" MAX. AEOVE FLOOR. ELECTRICAL OUTLET: 15" ABV. FIR. TO CENTER BBBp d d Z Z Z aVULLu -1. ACCESSIBLE TOILET STALL SHALL HAVE TOILETS WITH A SEAT HEIGHT OF 0.r w JO 3 I-1"-14" ABOVE THE FLOOR. W uJu�1 V 0.r wWI w Q Q V O LU W w0.' 8. ACCESSIBLE URINAL SHALL BE AN ELONGATED TYPE MOUNTED WITH THE TOP w Lu 0. 3 3 K v Z Y z F OF THE RIM AT I-1" MAXIMUM ABOVE THE FLOOR. dipLo 0 N � 1Ou Q - 2 W � v a 0 w O O O 18„ P�X7T�EREINE of Q Hn Q Q (t Q Q o z z 0. ��wItKD to 0. pp% d d H d d� O d ✓6" GRAB BAR - AR MIN. 28" 18" F- F V p N p 0.a` s 0.p N U1 p U 0.? +33" A.F.F. MIN. MIN. 6' (VX X. \ MAX x +34" TOP of Z 42" GRAB BAR SINK SURFACE _ +33" A.F.F. FLUSH ACTIVATOR _ i(Vt i - T IIn _ ON WIDE 51DLn -L-L111nmmml 4a 14,i7777T�r 46„x30GLR. ® SPACE ® SINK z W L ->4 m�FO _ _.. _ F.. N.T.5. INSULATE HOT WATER d DRAIN PIPING I AT RESTROOM DOORS INSTALL SIONA&E PER DET. 4/A4 DOORS SHALL NOT - BE LESS THAN DO" HIGH ALL DOORS MUST HAVE - A MIN. 10" HIGH SMOOTH, SOLID BOTTOM RAIL KICK PLATE z_ 12' MIls FLOOR(5) OR LANDIN6(5) ARE NOT MORE THAN 1/2" LOWER THAN THE TOP OR THE THRESHOLD OF THE DOORWAY THRE5HOLD o%'l �4 N •5EG. II5604.8.1.2 RtGUIRES DOORS NEED TO BE ACCESSIBLE (MEETS ADA REG2UIREMENTS) ALL HARDWARE AND OPERABLE PARTS SHALL COMPLY w/ II5-3001.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT 6RA5PIN6, PINGHIN6, OR TIN STING OF THE WRIST. THI~ FORGE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. -DOOR HANDLES, RULLS, LOOKS AND OTHER OPERATING HARDWARE SHALL TO BE INSTALLED FROM S4" TO 44" ABOVE THE FINI5HI=D FLOOR. =7_DOOR5 SHALL BE 36" WIDE w/ DOORWAYS HAVING A MIN. CLEAR WIDTH OF 3441, MEASURED FROM THE FACE OF THP DOOR TO THE STOP WHEN THE DOOR 15 OPENED 90- I6" MIN. GLR. ®EXT. DRS. SURFACE MAl`IEUVERIN6 SPACE 24" MIN. GLR. ® INT. DRS. ON BOTH 51DES OF DOOR SHALL BE LEVEL w/ 2% (1:50) MAXIMUM SLOPE ALLOWED. DOOR REOU I REMENT DETAIL LETTERING 5/6" MIN. to RAISED 1/32" 2" MAXIMUM M E N4�1 00 O CORRE5PONDIN6 I \ e / GRADE I I / BRAILLE RESTROOMS WOMEN MEN UNISEX WALL MOUNTED SIGN WALL MOUNTED 516NA6E TO BE LOCATED ON THE LATCH SIDE OF DOOR CLEAR OF D SWING. MOUNT AT 60" TO CENTERLINE OF SIGN FROM FLOOR. WHERE THERE 15 NC WALL SPACE ON THE LATCH SIDE, PLACE SIGNAGE PER FLOOR PLAN. OUNTED N.T.S. 700R MOUNTED SIGNAGE NOTE: PICT06RAM5 AND/OR LETTERING ARE NOT REOUIRED ON DOOR -MOUNTED SIGNAGE. ENTRANCE D I AORAM IDENTIFICATION SYMBOLS for TOILET ROOMS NAME LL 3/8" MIN. •• • • A • • •• 3/8" MIN. N.T.5. PERMIT# f3I5�0��'6 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ODE COMPLIANCE DATE / 5 6y -RA ' RAISED CHARACTERS SHALL BE 1/3,2 �- PERMANENT 516NA&E TO BE INCH MIN. ABOVE THE BACKGROUND, INSTALLED ON THE WALL ADJACENT SHALL BE UPPERCASE, SANS SERIF TO THE LATCH 51DE OF THE DOOR. FONT. CHARACTERS SHALL NOT BE MOUNTING LOCATION SHALL BE ITALIC, OBLIQUE, SCRIPT, DECORATIVE, DETERMINED 50 THAT A PERSON OR OTHER UNUSUAL FORMS. MAY APPROACH WITHIN 3" OF CHARACTER HEIGHT E 516NA6E WITHOUT ENC.OUNTERINC VERTICALLY FROM THHBASE E BASELINE OF PROTRUDING OBJECTS OR STNDING THE CHARACTER SHALL BE 5/6" MIN. WITHIN THE 5WIN6, OF THE DOOR AND 2" MAX. BASED ON THE HEIGHT PER GBG II5-103.42 OF THE UPPERCASE LETTER "I" .Oo TACTILE CHARACTERS ON 516N5 C }rno G �Go SHALL BE LOCATED 48" MIN. O W co ABOVE THE FINISH FLOOR OR CONTRACTED (GRADE 2) BRAILLE -It GROUND SURFACE, MEASURED FROM DOTS SHALL BE 0.090 TO 0.I.." ON THE BASE LINE OF THE LOWEST CENTERS IN EACH CELL WITH 0.241" TO TACTILE CHARACTER AND 60" MAX. 0.300" SPACE BETWEEN CELLS, ABOVE THE FINISH FLOOR OR MEASURED TO THE CENTERLINE OF 7HE GROUND SURFACE MEASURED FROM FIRST COLUMN OF DOTS IN THE FIRST THE BASELINE OF THE H16HEST CELL TO THE CENTERLINE OF THE FIRST DOOR SWING, PATH TACTILE CHARACTER PER GBG COLUMN OF DOT5 IN THE SECOND Ctl_L. II5--103.4.1 DOTS SHALL BERAISED A MIN. OF ?F O 0.025 TO ABOVE THE 5" CHARACTERS, SYMBOLS AND THEIR BACKOROUND5 SHALL HAVE BACKGROUNNDD,, PEP, GBG IIB --103.3 A NONE CLARE FINISH, CHARACTERS AND SYMBOLS SHALL Ckd. BY: CONTRAST WITH THEIR BAGK6ROUND EITHER LIGHT ON A DARK TACTILE I C N DETAIL BBA;K ROUND OR A DARK ON A LIGHT BAGK60UND. PER GBG - - _- - - --T N.T.S. Ri DATE BY VJ V W Z zco� J Um V 0 W N li DO C }rno G �Go M O W co Z U Q 00o Q In NVQ 04 >, O cn N cut WUM cu O L U (JI) 1 OQgOFESS(pA, ?F O n� ' z N :E4S9. I * \ &30- s Cl F :% AI'K�42015 JOB #: 14-060 DRAWN BY: Ckd. BY: DATE: 4-23-15 DRAWING NUMBER CAL6rom 2015 Non -Residential Mandatory Measures Com lionceP�y1�y1I�Csss�h�ecklist D1:BIeN cagrrs "In lrNM /lean lsmlrw Is�sA,r OmrenessYw 00M1nlsslonng pian. A commissioning plan describing how the project will be commissioned and Includes Items listed In 5.41025 >71te Devsk7pmront 5.4102.4 5.106.1 Storm NOW Pollution Prevention Plan (SHPPP). <I acre, develop a SH PPP compliant with Uj I� system, and system -to -system Interface has been demonstrated. State Storm Water NPDE5 comtructlon Permit or local ordinance, whichever Is stricter. L.lr 5.41023 5.106.4 Bicycle parking and changing rooms. Comply with Sections 5.106.4.1 and 5.106.42; or meet local ordinance, whichever b stricter. j 5.41025.1 5.106.4.1 Short -Tom bioyale parking. Wttor traffic -Permanently anchored within 200 feet W entrance a w coP, 04 00 c 0) O and ?militias operator and shall Include Items listed In 5.410252. 5% of visitor motorlxed vehicle parking capacity, minimum of one two -bike rack O O d w Z U 5.410252 5.106.42 Lang -Term bioycle park". Build" >10 tenant -occupants, sewro bicycle parking for 5% of equipment type and/or system shall Include items Its d In 5.410232 tenent-occupied motorized vehicle parking capacity, one space min. ^W\ W 5.10652 Designated parking. far ay c°mbti°tion of low -emitting, fuel roPPiclent and ccrPoolNan pool 0 U aCO o U7 = V 04 5,410.2.6 00114truetion and reporting recommendations for poet•wrmtruetim) have been provided to the vehicles as shown In Table .106.62 N ca \� N U O � ownyr or representative. Light pollution reduction. California Energy Code. Interior crud Exterior Lights zero direct -beam 5.410.4 Testing and adjusting. Testing and adjusting of systems for buildings <IOA00 9.1. Illumination leaves the building site. Most or exceed levels for zones 1-4 Oh. 10 of the California 1 n Systems. Develop a written plan of procedures for testing ad adjusting systems. Systems to be Administrative Code, using the following strateglms Cl 5.410.42 5.106.6 I. 5hleld all exterior luminacIrm or use cutoff Iumtnalres. JOB #: 14-060 DRAWN BY: 5.410.5.2 2. Contain Interior lighting within each source. 5. Allow no more than AI horixontal foot candle 15 ft beyond the site. DATE: 4-23-15 5.410.45 PrO0codures• Perform testing and mUnting procedures in accordance wWn Industry best practices 4. Contain all exterior lighting withinboundaries.ee A 5 and applicable national standards an each system. excepptlon. SPart Z, Chapter n2, tion 1205.6 for corpus Ilghtlng raqulremants fol parking WAp balancing. Before a new space conditioning system serving a building or space Is facllltIm and walkways. 5.410.45.1 5.106.10 braiding and povlg. Ste grading or drainage system away from building. B45W NRC1516Y 5.410.4.4 PerfarwiffGe RIEeoiremefts 5201.1 Scgpe. Stay Current with the Oallfornla Energy Commission m they adopt mandatory building 5.410.45 standards. WATM W94CIENOY AND C 02WAIlON 5.410.45.1 Indoor Mobsr Ufe 5501.1 Meters. Separate meters shall be Installed for the users described In Sections 505.1.1 through 505.15 Buildings )30,000 at. Separate submeter s Installeled m follows. 5305.1 I. Individual leased, rented or other tenant space within the building prohijected to consume > 100 5505.1.1 woodstove, ad refer to residential requlroments In the California Energy code, Title 24, Port 6, 32 dry oP cleaners, restaurant or food service, medical or dental office, laboratory or beauty Laundry 5305.1.1 salon or barber shop "Jected to consua, > 100 gal/day. 5505.12 �� consumption. Any build ig within a project or space within a building that Is projected to 53045 consume more }e han 1,000 gal/day 55052 20 Percent savings. Plumbing fixtures end fixture fittings schedule reducing $504.4 potable water use by 20 percent. Multiple showerheads o" one shower. The combhed flow rate of all showerhoom shall 55052.1 not exceed the maximum flow rates specified In the 20 percent reduction column contained In Table 55052.5 or the shower shall be designed to Only allow one showerhead to be in Operation at a time. 5504.4.1 Wastewater roductlan. 5505.4 I. The Installation of waker-conservhg fixture or 2. Utlllzhg nonpotable water eysterns Plumbing Fixtures and fit"- Plumbing flxturds and fittings shall comply with the requirements listed for each type In Items listed in Table 5.505.6 5504.45 1. Water closets (toilets) - flushmeter type 2. Harter clmots (toilets) - tank type 5505.6 5. Urias 4. Public lavatory faucets 5. Public metering self-closing faucets 6. Residential batMoom lavatory sink faucets 5304.452 T Residential kitchen faucets. 6. Residential shower faucets. 5504.4.4 4. Single shower fixtures served by more than one showerhead. Outdoor Wrier Liss 5504.1 Mater Budget. Water budget landscape Irrigation use tie Gcrpet and Rug Institute Crew Label program. Outdoor potable wader use. For new water service, separate meters or submeters aro Installed 5304.4.42 Gombot adhesive. All carpet acheslve meets the requirements of Table 604.4.1. 5.5042 for indoor endoutdoor potable water use for landscaped Orem between IpOO and 5p00 s.f. 5304.43 (0111posite wood products. Hardwood plywood, particle board, and MDF, composite wood prAWate used an the Interior of the building shall meet the requirements for 55045 d sensors flandscape are IIrrWeaii 1desi gland 2,500 s.fts install Irrigaklon controllers aor a }ornaldehyde m specified in Table 5.4405.4. irrigation controllers. Early compliance, with formaldehyde limits- Where conplgyIng composite wood product Is roadlly I. controllers shall be weather or soil moisture based. A5b04.4S.I available for nonYesldeMtal movie moles, meet Phase ] requiroments before the compliance 55045.1 2. Heather -based controllers without integral rain sensors or communication systems hav a datys indicated In Table 5304.45 (Tier U, or use composite wood products made wht either separate wired or wireless rah sensor. ca11 mostureabosed controllers are not required to have OARS -approved mom -added formaldehyde (NAF) resins or GARB -approved ultra-low emitting rain sensor Input. fa*Maldehyde (ULEF) rosins (Tier II) Weather Resistance and Mow"o, Management DocumsrMatbn. At least an of the following has been provided for 5504.45. 5.407.1 Weather protection. Provide a waaber-resistant exterior wall and foundationenvelope as required tin Galifornia Building Code Section 14052 and Oallfornia Energy Code Section 150, 5504.452 1' Product certifications ad specifications. manufacturer's installaklanineGvcklonsor Idol ordinance, whichever Is more stringent. 2. Chain Of custody eentMleatlon. 5.4072 Moisture control. rmploy moisture control measures by the following means. 5. Other methods acceptable to the enforolng agency. 5A072.1 Sprinklers. Prevent Irrigation spray an structures. Resilient flooring systems. comply with the VOO-emsslm limits defined In the 2009 CHPS 5.40722 6rtrles ad open". Prevent water Intrusion Into buildings entries a openings 5504.4.6 crit wa and listed an Its Low -emitting Materials List (or Product RegletrV, or umdor the MA12MAL 00N6ffiNAT10N AM ROOWM IMOE WK FlogrScore program of the Resilient Floor Covering Institute.. Catetrvetbn Hugo ReActlaL Disposal and Reaya" A3304.4.6.1 VsnMlcatlon of Compliance. Documentation cam provided verifying that reslllant flooring 5.406.1 5.4082 Construction waste diversion. A construction waste management plan has been submitted. matbrial meet the pollutant emission limits. 5.4062.1 Docu ontatbn. Provide documentation of the waste management plan to the enforcement that the listed In 5.4062 Items I thru 4 ,x,55045 NOZCrdo s portlwlates and chemioal pollutants. Mini mze and central polluntantenkry Into buildings authourty meets requirements section Old arms contamination of regularly occupied gem. 5.40622 Iwlated JobMes. The enforcing agency may make exceptions to the requirements of this section A550452 Iwkatlon Of pollutant *ounces. In rooms where activities produce hazardous Nue or chemicals, when jobsItes are located in Orem beyond the haul boundaries of the diversion facility. @XhO st them and isolate them from their adjacent rooms as listed In Items I through 5 In 5.406.5 construction waste. Recycle and/or salvage minimum of 50 percent of nonfiazcrdous A5.50432m of regularly occupied Orem. construction and demolition debris or meet local ordinance, whichever Is more stringent. 530433 f9It4rs. In mechanically ventilated build", provide MERV 6 or better ar filtration media for Exceptions. cut4lds and return air prior to occupancy. I. Excavated soil and land -clearing. Ndesr t4o"a s ant Radon eai+al 2. Alternative waste reduction methods developed by working with local agencies If dIvenslons or recycle facllnles capable or compliance with this item do not exist. 5505.1 Imo' Moisture control. Buildings shall meet or exceed the provisions of California Building 5.406.4 Evacuated sell and ked cleOrtg debt[*- 100 percent of trees, sbmpe, rocks ad associated Ocala, COR Title 24, Part 2, Sections 1205 and Chapter 14.1 vegetation and sells from lad clearing shall be reused on recycled. A' amil aid Llha et Bulk" M antenace ad Cperatbn 5506.1 O^Ide air delivery. The minimum requirements of Section 121 of the California Energy code, 5.410.1 Recycling by occupants. Provide readily accessible Orem that serve the entire building far the CON Title 24, Part 6 end chapter 4 of COR, Title 6 or the applicable local code, whichever Is depositing, storage, and collection of non.4nazardous materials for recycling. mor stringent, have been met. Commissioning (CoO. For new blldlrge >IOp00 91. building commissioning for all building 55062 mon dioxide (CO2) monitoring. For buildings equipped with demand control ventilation, CO2 5.4102 systems covered by T24, Park 6, process systema, and renewable energy systema shall be hoar A &tally included in the design and construction processes of the building project. 5506.1 5.4102.1 Owners Project Requirements (ORP). Documented before the design phase of the project and fire suppression equipment shall comply with Sections 5306.1.1 and 5.506.12 begins the OPR shall Include Items listed In 5.410.4 CFCs. Install MVAC and refrigeration equipment that does not contain CFCs 5.41022 Bas[* of Design (BOD) A written explanation( how the design of the building systems meets the OPR shall be completed at the design of the building and updated pariodlcally Mullan• Install fire suppression equipment that dom net contain Halms. phase project to cover the systems listed In 5.41022 ^"714aimiminanse d d eparabon moat) DATE BY "In lrNM WINNOWOseawirYn 51410.25 00M1nlsslonng pian. A commissioning plan describing how the project will be commissioned and Includes Items listed In 5.41025 5.4102.4 P uKtimal performance testing. The correct Installation and operation of each component, I-- z Uj I� system, and system -to -system Interface has been demonstrated. L.lr 5.41023 Documentation aid training. A Systems Manual and Systems Operatlors TraIning were provided. j 5.41025.1 Systems mo ual.. The Systems Manual shall be delivered to the building owner or ropresentatIve a w coP, 04 00 c 0) O and ?militias operator and shall Include Items listed In 5.410252. > r O O d w Z U 5.410252 Mems operations training. The training of the appropriate maintenance staff for each equipment type and/or system shall Include items Its d In 5.410232 ^W\ W GOMIm[*skming report. A complete report of commissioning process activities (design through 0 U aCO o U7 = V 04 5,410.2.6 00114truetion and reporting recommendations for poet•wrmtruetim) have been provided to the N t W(JM� Lf) N ca \� N U O � ownyr or representative. V 5.410.4 Testing and adjusting. Testing and adjusting of systems for buildings <IOA00 9.1. QROFESSIO 1 n Systems. Develop a written plan of procedures for testing ad adjusting systems. Systems to be r . „° pg 6.30 Cl 5.410.42 Included for testing and adjusting shall Include, as applicable to the project, the systems listed In APR 2 4 2015 JOB #: 14-060 DRAWN BY: 5.410.5.2 Ckd. gY:I DATE: 4-23-15 5.410.45 PrO0codures• Perform testing and mUnting procedures in accordance wWn Industry best practices A 5 and applicable national standards an each system. WAp balancing. Before a new space conditioning system serving a building or space Is 5.410.45.1 operated for normal use, the system should be balanced In accordance with the procedures defined by national standards listed In 5.4105.5.1 5.410.4.4 Reporting. After completion oP testing, adjustingand balancing, provide a final report of testing si ned the Individual resposb1, for ormin these services. 5.410.45 riaten Opera�ionnd iittfh detailed 04M Instructions andmm e/ovine mmol. fo��� temimg of fI l Inspection. 5.410.45.1 Irepedtkrs end reports. Include a copy of all Ispactlon verlflcotloro and reports required by the en crcmg agency. ampa"41WOL 61WdfY 5305.1 Install only a cireet-vent sealed- cobusklon gm or sealed wood-burnng fireplace, or a sealed woodstove, ad refer to residential requlroments In the California Energy code, Title 24, Port 6, r-khcpter'I, Section 150. 5305.1.1 11400dstoves. Moodstoves shall comply with U5 EPA Phase II emission limits. 53045 OOnstruation IAA Management. Cover duct openings and protection of mechanical equipment during construction. $504.4 f lAh material pollutant control. Finish material shall comply with Sections of 5304.4.1 through 5344.4.4 AdbesMes, sealants, caulks. Adhesives end sealants used an the project shall mee: the roltilroments W the folowing standards. I. styes, adhesive bonding primers, advarve primers, ad»sive primer, sealants sealant primer, and caulks shall comply with local or regtranal air pollution control or air quality management dstrbt mules SCAW-V Rule 1166 VOG limits, In Tables 5304.4.1 5304.42 5504.4.1 whet applicable, OF as shown and 2. Aerosol adhesive, and smaller unit sizes of adhesives, and sealant or cauMiking compounds (n units of product, less packaging, whichdo not weigh more than one pound and do not consist of mora than 16 fluid ounces) shall comply with statewide VOO standards and other requirements, Including prohibitions an use of certain toxic compounds, of Callfommla Ode of Regulation, Tile 17, commencing with Section 94501. 5504.45 Points ad Coatings. Archetecturol paints and coatings shall comply with Table 5304.42 unless many stringent local limits apply. 5304.45.1 Aa'osol Parks and Coatlgs. Aerosol paints and coatings shall meet the Product -Weighted MIR Limits for ROO In 94522(aX5) Including section and other requirements, prohibitions on use Of certain toxic compounds and ozone depleting substances (CCR1, Title It Section 94520 at segJ 5304.452 Vertication. Verification of compliance with this section shall be provided at the request of the o0oroing agency. . 5504.4.4 ca'¢et systems. All carpet Installed In the building Interior shall meat the testing and product regVtemenks of one of the standards listed In 5504.4.4. 5504.4.4.1 COr>et cushion. All carpet cushion Mtalled In the building Interior shall meet the requirements of tie Gcrpet and Rug Institute Crew Label program. 5304.4.42 Gombot adhesive. All carpet acheslve meets the requirements of Table 604.4.1. 5304.43 (0111posite wood products. Hardwood plywood, particle board, and MDF, composite wood prAWate used an the Interior of the building shall meet the requirements for }ornaldehyde m specified in Table 5.4405.4. Early compliance, with formaldehyde limits- Where conplgyIng composite wood product Is roadlly A5b04.4S.I available for nonYesldeMtal movie moles, meet Phase ] requiroments before the compliance datys indicated In Table 5304.45 (Tier U, or use composite wood products made wht either OARS -approved mom -added formaldehyde (NAF) resins or GARB -approved ultra-low emitting fa*Maldehyde (ULEF) rosins (Tier II) DocumsrMatbn. At least an of the following has been provided for 5504.45. 5504.452 1' Product certifications ad specifications. 2. Chain Of custody eentMleatlon. 5. Other methods acceptable to the enforolng agency. Resilient flooring systems. comply with the VOO-emsslm limits defined In the 2009 CHPS 5504.4.6 crit wa and listed an Its Low -emitting Materials List (or Product RegletrV, or umdor the FlogrScore program of the Resilient Floor Covering Institute.. A3304.4.6.1 VsnMlcatlon of Compliance. Documentation cam provided verifying that reslllant flooring matbrial meet the pollutant emission limits. ,x,55045 NOZCrdo s portlwlates and chemioal pollutants. Mini mze and central polluntantenkry Into buildings Old arms contamination of regularly occupied gem. A550452 Iwkatlon Of pollutant *ounces. In rooms where activities produce hazardous Nue or chemicals, @XhO st them and isolate them from their adjacent rooms as listed In Items I through 5 In A5.50432m of regularly occupied Orem. 530433 f9It4rs. In mechanically ventilated build", provide MERV 6 or better ar filtration media for cut4lds and return air prior to occupancy. Ndesr t4o"a s ant Radon eai+al 5505.1 Imo' Moisture control. Buildings shall meet or exceed the provisions of California Building Ocala, COR Title 24, Part 2, Sections 1205 and Chapter 14.1 A' amil aid Llha et 5506.1 O^Ide air delivery. The minimum requirements of Section 121 of the California Energy code, CON Title 24, Part 6 end chapter 4 of COR, Title 6 or the applicable local code, whichever Is mor stringent, have been met. 55062 mon dioxide (CO2) monitoring. For buildings equipped with demand control ventilation, CO2 sen§oro and ventilation controls are Installed per Title 24 Energy Code. hoar A &tally 5506.1 Ozone Depletion end global warming rouetims Installations of HVAO, refrigeration and fire suppression equipment shall comply with Sections 5306.1.1 and 5.506.12 53.6.1.1 CFCs. Install MVAC and refrigeration equipment that does not contain CFCs r775506.12� Mullan• Install fire suppression equipment that dom net contain Halms. PERMIT# ✓��� �35� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CPDCOMPLIANCE DATE 6 S BYI'- REN. DATE BY CD V I-- z Uj I� L.lr dLU j UjCI a w coP, 04 00 c 0) O > r O O d w Z U O z �L)Q ^W\ W 0 U aCO o U7 = V 04 >, C-4 r Cntt- LO N t W(JM� Lf) N ca \� N U O � V QROFESSIO 1 n r . „° pg 6.30 Cl APR 2 4 2015 JOB #: 14-060 DRAWN BY: Ckd. gY:I DATE: 4-23-15 DRAWING NUMBER A 5 �I�lllll � l[ 1� 1II1111I III �' i �lI Ili - .� I PLUMB I NC FIXTURE SCHEDULE ITEM DATE DESCRIPTION 144-I WATER CLOSET: FLUSH TANK, FLOOR MOUNTED, VITREOUS CHINA ELONGATED BOWL 16.5" RIM HEIGHT. AMERICAN STANDARD CADET 24-76.100 SEAT: COMPLETE WITH BOLT CAPS OPEN FRONT SEAT LE55 COVER OL5ENITE MODEL L 10-55 MCSUIRE 2166 -CC SUPPLY WITH STOPS INSTALL PER ADA STANDARDS. L-1 LAVATORY: WALL HUNS AMERICAN 5TANPARD , Z) MODEL 0521.0-15 VITREOUS CHINA FAUCET: TWO HANDLE LEVER WITH GRID DRAIN L, 1 1/4" TAILPIECE AND AMERICAN STANDARD 0.55 6PM ARERATOR 0 w co n STOP5, MC6UIRE PW2125 PER -WRAPPED P -TRAP Ld•. CARRIER: J05AM 11100-67 d w N -Z INSTALL PER ADA STANDARDS. EWH-I EXI5TIN5 5 GAL. ELECTRIC WATER HEATER TO REMAIN PLUMB 1 NC MATERIAL SFEG 1 F I C.ATI ON 1. DOMESTIC WATER: CW d HW PIPE: COPPER TYPE L PER ASTM 5-55 FITTIN55: WROUGHT COPPER PER ANSI 16.22 2. DWV: 55 b V PIPE: ABS 5CH40 PIPE PER ASTM D -2661-44a FI7TIN65: A135 5OH40 FITTINGS PER D -2661-94a j i wyppL. 0 Plumbing Plan ='Zifaste & Vent Plumbi Floor Cold WHot Water WIT# D)1 -L9356 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR 0 E COMPLIANCE 15 BY— ATE REV. DATE BY V/ VV L , Z) co L, L LJ 0 w co n }rno G 3 rn o Ld•. d w N -Z a Z O \� Q CO Q LO U O t cu cn 0 Lq O L W V M rl- LO ca m o � U n� rW� PROFESSION 'r � N 3 :30 SOF . OF A?P, 2 4 2015 JOB #: 14-060 DRAWN BY: Ckd. aY:. DATt: �I, 4-23-15 DRAWING NUMBER p 1 STRUCTURAL NOTES 1. GENERAL 2. SITE WORK AND FOUNDATIONS: A. ALL WORK SHALL CONFORM TO THE 2015 GBG AND ALL APPLICABLE LOCAL CODES. A. ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER GBG TABLE 1506.2. UNLESS OTHERWISE NOTED BY 6EOTEGHNIGAL B. THE ENGINEER OF RECORD (CHAD RATZLAFF) HAS PROVIDED AND 1$ RESPONSIBLE FOR SPECIFIC, ITEMS DEPICTED IN REPORT. THE ATTACHED CALCULATIONS. REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE ATTACHED CALCULATIONS AND B. BUILDING SITE 15 A55UMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A ....,,..,_.: DETAILS ARE THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR. OTHER BUILDING GODS REQUIREMENTS NOT 6EOTEGHNIGAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE . ..... ...... INCLUDED IN THI5 DE516N INGLUDIN6 WATERPROOFING, FIREPROOFING, DRAINA&E, HANDICAP ACCESSIBILITY, EORF-55 ENGINEER. REQUIREMENTS, PARKING, BUILT-UP BUILDING PAD, AND ALL OTHER DEVON REQUIREMENTS NOT SPECIFICALLY SHOWN G. ALL FOOTINC75 (RETAINING WALL, SPREAD AND WALL FOOTIN65) SHALL BE CONSTRUCTED WITH A DEPTH BELOW THE IN THE STRUCTURAL DE516N CALCULATIONS. FROST LINE, 12" MIN AND PER LOCAL REQUIREMENTS. PROJECT LOCATION G. ALL WATERPROOFING AND FLASHING FOR, BUT NOT LIMITED TO, ROOFS, FOUNDATIONS FLOORS, ETC. IS THE D. ALL FOUNDATION TRENCHES SHALL BE GLEAN, FREE OF DEBRIS AND LEVEL. RESPONSIBILITY OF THE CONTRACTOR OR OWNER. E. NATIVE OR FINISHED GRADE SHALL SLOPE AWAY FROM THE STRUCTURE A MINIIMUM SLOPE OF 5% FOR A MINIMUM 10 D. SHOULD ANY CHANGES BE MADE FROM THE DE516N AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN FEET HORIZONTAL. FINISHED SURFACES SUCH AS CONCRETE OR ASPHALT SHALL SLOPE A MINIMUM 2% OR PER ADA APPROVAL FROM THE EN6INEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM REQUIREMENTS. OF THE THE STRUCTURE. F. IF BUILDING PAD 15 REQUIRED, FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION AND OTHER FOREIGN E. THE CONTRACTOR 15 RESPONSIBLE FOR THE METHOD OF GON5TRUGYION AND SHALL PROVIDE ALL SAFETY MEA5URE5 MATERIALS. ENGINEERED FILL SHALL BE DE516NED, INSPECTED AND CERTIFIED BY A THIRD PARTY OTHER THAN THE - NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS AND THE STRUCTURE DURING CONSTRUCTION. THIS ENGINEER OF RECORD. 1'�I SHALL BE ACCOMPLISHED BY SHORING, FORMING, BRAGIN6, SGAFFOLDIN6. 6. RETAINING WALLS SHALL BE CONSTRUCTED WITH A MINIMUM 4" DIAMETER DRAIN PLACED AT THE BASE OF THE I _ p� F. 51MILAR CONDITIONS SHOWN IN THE DRAWIN65 SHALL BE USED IF ANY PART OF THE CONSTRUCTION 15 NOT FULL RETAINED SIDE OF THE WALL. PIPE SHALL BE SLOPED AND DRAINED TO DAYLIGHT. ftwl DEPICTED IN THESE DRANINC75 OR CALCULATIONS. H. A 6EOTHECHNIGAL ENGINEER MUST APPROVE THE PLACEMENT OF FOUNDATIONS ON OR ADJACENT TO SLOPES. ( = I A. I I j 6. CONTRACTOR SHALL FIELD VERIFY ANY CONDITION NOTED AS EXISTING ON THE PLANS. ANY DISCREPANCIES SHALL ENGINEER OF RECORD SHALL NOT BE LIABLE FOR ANY FOUNDATIONS NOT DE516NED IN ACCORDANCE WITH CHAPTER 1 1 r ... I _ BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD AND SHALL BE FULLY REVIEWED BEFORE PROCEEDING 18 SECTION 1805 OF GBG 2015. WITH CONSTRUCTION, I. THIS DE51614 AND CALCULATIONS ASSUME UNDISTURBED SOILS AND STABLE, LEVEL, OR STEPPED FOOTIN65. IT Dr I ' H.STRUCTURAL DRAWIN65 AND DETAILS SUPERCEDE ANY SHOP DRAWIN65 IN ALL CIRGUMSTANGES. THE CONTRACTOR SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION IF OTHER - E SHALL VERIFY THAT ALL CONSTRUCTION 15 IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWIN65 AND CONDITIONS ARE PRESENT. DETAILS. THE REVIEW OF THE SHOP DRAWINGS BY THE ENGINEER Or RECORD 15 FOR GENERAL CONFORMANCE WITH J. NO RECOMMENDATIONS HAVE BEEN MADE FOR CONDITIONS WHERE THE LOADS TO THE EXI5TIN6 FOUNDATIONS HAVE �T T �1 THE STRUCTURAL DE516KE N INGLUDIN6 LOADING AND DIMENSIONS. THE REVIEW DOES NOT GUARANTEE THAT THE SHOP NOT BEEN 516NIFIGANTLY INCREASED. ONLY LOCATIONS WHERE LOADS HAVE BEEN INCREASED SIGNIFICANTLY HAVE YPLAN PRAWINC75 CORRECT. BEEN ADDRESSED IN THI5 DE516N. THE OWNER SHALL BE ADVISED THAT THE EXI5TIN6 FOUNDATIONS MAY OR MAY I. WALL FINISHES SUCH AS STUCCO OR PLASTER SHALL BE APPLIED OVER A SYSTEM TO ADEQUATELY ALLOW THE FINISH NOT BE STRUCTURALLY ADEQUATE. SETTLEMENT, GRAGKIN6 AND OTHER PROBLEMS ASSOCIATED WITH EXISTING TO EXPAND AND OR CONTRACT WITHOUT CRACKING. IT SHALL BE Tf4E RESPONSIBILITY OF THE OWNER OR FOUNDATIONS ARE BEYOND THE SCOPE OF THIS DESIGN. CONTRACTOR TO INSURE THAT DEFECTS IN THE FINISHES DO NOT HAPPEN. J. STRUCTURAL DRAWIN65 OR DETAILS SHALL NOT BE SCALED. 4, CONCRETE: LEGEND K. FULL-TIME OR PARTIAL SPECIAL INSPECTION OF THE PROJECT SHALL- BE CONDUCTED IN ACCORDANCE WITH GBG 2015 A. CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 5,000 P51 U.N.O. SECTION 105. THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE INSPECTED: B. ALL GEMENT USED SHALL CONFORM TO ASTM 0-150 AND SHALL BE TYPE 11 OR TYPE III LOW ALKALI. G. A66REOATE SHALL CONFORM TO A5TM G-55 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS HAIRPIN REINFORGIN6 -NO SPECIAL INSPECTION IS REQUIRED FOR THIS PROJECT. DETERMINED BY A5TM G-22-1, 2841, AND 2415. IF TEST DATA 15 UNAVAILABLE IN RE6ARD5 TO ALKALI REACTIVE �- J MATERIALS, PROVIDE GEMENT WITH A MAXIMUM ALKALI CONTENT LE55 THAN 0.45% BY WEIGHT. THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE ENGINEER OF RECORD AND BUILDING DEPARTMENT AND D. CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF SHALL BE IGBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMML`-N5URATE WITH TH15 TYPE OF INSPECTION THE AGI 515. AB# REQUIRED. E. SLABS ON GRADE SHALL BE PER THE CONTRACTOR. THE FOLLOWING SHALL BE USED AS A MINIMUM: ANCHOR BOLT SIZE AB# -AT 6ARA6E SLABS; USE 4" THICK S.O.O. WITH #5 BARS AT 15" O.G. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2. DE516N REQUIREMENTS: M015TURE BARRIER OVER 4" A66REOATE BASE. PER SCHEDULE 4/52 A. THE STRUCTURE HAS BEEN DE516NED FOR THE FOLLOWING CRITERIA PER GBG 2015 CHAPTER 16, DIV151ONS I, 11, III, AND -AT ALL OTHER CONDITIONS; USE 5-1/2" SLAB WITH #5 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR bXb WWF ABOVE IV U.N.O.: MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. F# F. SAW -GUT SLAB WITH 3/4" DEEP GROOVE FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 15'-0" WHERE SLAB 15 B. SEISMIC (SHOP INFILL AREA): REINFORCED, INTERVALS SHALL NOT TO EXCEED &-0" WHERE SLAB 15 UN -REINFORCED. SEISMIC IMPORTANCE FACTOR: I F ---T/ _ CONCRETE FOUNDATION SEISMIC SITE CLASS: D 5. REINFORCING STEELL- J 51ZE F# PER SCHEDULE 1/52 SEISMIC DE516N CATE60RY: D A. ALL REINFORCING STEEL SHALL BE A5TM A615, GRADE 40 FOR #4 BARS AND SMALLER. ALL REINFORCING STEEL RESPONSE MODIFICATION FACTOR: R = 5.25/3.5 SHALL BE ASTM A615, 6RADE bO FOR #5 BARS AND LARGER. WELDED WIRE FABRIC 15 TO BE ASTM A155 WITH MAPPED SPECTRAL RESPONSE ACGELERATION5: 5s = 0.610, 51 = 0.2-10 LAPPING OF 1 1/2 SPACES. SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.5555, SDI = 0.5548, Gs = 0.1524/0.1642 B. ALL BARS SHALL BE DEFORMED PER ASTM A505. BASIC 5EI5MIC-FORGE-RESISTIN6 SYSTEM: X-BRACIN6/5TEEL FRAME G. ALL BARS SHALL BE GLEAN AND FREE OF L005E FLAKY RUST, 6REA5E OR OTHER BOND IMPAIRING MATERIALS. STRUCTURAL PLAN NOTES SEISMIC, BASE SHEAR: SEE CALCULATIONS BY BUTLER D. ALL BENDS SHALL BE MADE GOLD. 1. RECOMMENDED SLAB SECTION: PERMIT N ANALY515 PROCEDURE USED, SEE CALCULATIONS BY BUTLER E. LAP REINFORCING 40 BAR DIAMETERS, U.N.O. r315 -r315-4`' I.I./0 ONGRETE SLAB WITH #5 AT IS" O.G. OR #4 AT 18" O.G. 1(� F. REINFORCEMENT COVER SHALL BE AS FOLLOWS: BUTTEcouNTYDEVELOPMENTSERVICEs SECURELY LOCATED AT MID -DEPTH OF SLAB. G. WIND: -CONCRETE CAST AGAINST AND PERMANENTLY F-XP05ED TO 501L: 5" REVIEWED FOR 12. WATERPROOF MEMBRANE (DELETE AT EXTERIOR SLABS) WIND SPEED: 110 MPH -CONCRETE WITH SOIL OR WEATHER EXP05URE: 0 E COMPLIANCE , l 1.3. 4" FREE DRAINING MATERIAL. #5 BARS AND 15 WIND EXF05URE: G #b BARS AND SMALLER AReER 1 22 DATE b Bv_ p !i , 1.4. PROPERLY PREPARED 5UB6RADE D. GRAVITY LOADS: -CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 5/4" 2. CONTRACTOR TO PROVIDE CONTROL JOINTS AT SPACING SHOWN LIVE LOADS: 6. ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN ON PLAN, TYP EA. WAY ROOF ................................. 20 P5F P051TION BEFORE AND DURING CONCRETE PLACEMENT. 5. ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 2 3 4 .......................................................................... .......... .................. ..... .. ................................................ ..... ................. ....... ............. ............ .__.. .. ............. ................. .. ..... �. .....................e ..................... ..........................................................«.......... ­ T -T, y M nv.W w� M P t ._ " ....... .. ..... b .., ....... . . . .. . , "G(PERMITk BUTIECOUNIYDEVELOPMENTSERVC- ,.,..._... ,' a < , REVIEWED FOR °•�. y � & DATE __% DE COMPLIANCE`�\.,�� *t B.O. ABI F2 J -#4 HAIRPIN #4 HAIRPIN 5/52, TYP, l PER 6/51 II i F4 I t � ABI ABI 6" SEISMIC, CAP, TYP� \ 1'-0" WIDE X 12" THICK WITH (1) #4 \ TOP AND BOTT 3 F_ _i — _l 52 F ..... ............. I I €" ABI _ i _ J` ABI -I I r P5 \. ./ F3I L AB2 RECOMMENDED CONTROL JOINT 5/8" DEEP AT 15'-0" O.G. FL- X -BRACING, B.O. \ 11 / g ABI 52 7YON PLAN CONCRETE SLAB GRADE PER NOTE I TYP \. FL- 51 ABI r "; #4 HAIRPIN PER 6/52 5 52 O.H. \,F2 FI [vx e, s- 100 er-/vor REV I DATE to CD WZ Z Lu Lu 01%. ZZ �0 1-- tz J 1-- Q VZ V PO (A L to CD WZ Zo E tz J O m am V Ln LU J d a0 ' ^ V l.— >- Q a 0 W Ln Q U VL QLu6 OZ � CL ua U p N .� L a BY APR 2 2015 JOB #: 14-060 Drawn By: CMR Ckd. By: CMR Date: 02.111.15 DRAWING NUMBER E tz O V Ln .� d U N O 0 Q VL _@ ti U p N .� L a a s VJ� APR 2 2015 JOB #: 14-060 Drawn By: CMR Ckd. By: CMR Date: 02.111.15 DRAWING NUMBER 7 S2 SLAB EDGE FND PFR PLAN — I101-011 HAIRPIN COLUMN CENTER LINE I I PER PLAN I MTL BLDG I 1 4'-(g" MIN LEG COLUMN PER PLAN — — 'r I I AT END WALL WALL FRAMING WHERE OCCURS PER PLAN MTL BLDG # FRAME LINE #4 DOWEL X 50" EMBEDDED b" INTO Z SLAB T16HT FIT AT 56" O.G. 4 -)SLAB AND a FOOTING ,,,) 4 4.' A 3" GLR WIDTH PER PLAN SLAB PER PLAN REINF. PER SCHED. gPERIMETER FOOTING AT EMSTING SLAB S2 NOSCRE —WALL FRAMIN( PER PLAN TYPICAL EXTERIOR FOUNDATION S2 NoSCALE ANCHOR BOLT SCHEDULE A.B. TYPE DIAMETER NO. OF A.B. EMBEDMENT GRADE TYPE SHEAR PLY PER PLAN P.T.D.F. SILL AND A.B. PER b/32 AB -2 5/4" 2 q" FI554 -6R 56 HEAVY HEX BOLT 02.11.15 LMA S.O.O. PER PLAN FOOTING SCHEDULE V E.N. EXTERIOR THICKNESS, U.N.O. DIMENSION A DIMENSION B REINFOFVVN( LOCATION / SLAB F -I 24" 2'-O" 2'-0" WHERE TOP d BOT Q _ _ — — _ — — occuRs 3'-0" 3'-0" . a a.. F-5 24" 5'-b" 5'-b" (5) #4 EA WAY TOP d BOT J F-4 24" 2'-4" 5'-0" #4 0 10" E.W. A BOT R' z W J a a' (1) #4 CONT SLOPE GRADE L TOP d BOT TOP AND BOT AWAY FROM c STRUCTURE O 3" CLEAR LL. PER PLAN TYPICAL EXTERIOR FOUNDATION S2 NoSCALE ANCHOR BOLT SCHEDULE A.B. TYPE DIAMETER NO. OF A.B. EMBEDMENT GRADE TYPE AB -I 5/4" 4 12" FI554 -Sr-, 56 HEAVY HEX BOLT AB -2 5/4" 2 q" FI554 -6R 56 HEAVY HEX BOLT 02.11.15 LMA O FOOTING SCHEDULE V Z FOOTING TYPE THICKNESS, U.N.O. DIMENSION A DIMENSION B REINFOFVVN( LOCATION / 4 ANCHOR BOLT SCHEDULE S2 NOSCAM # FRAME CENTER LINE FND PER PLAN — SLAB EDGE I I ----------- ---� r-------------- MTL BLD( FRAME, B.O. 20'--0" HAIRPIN �PER PLAN �So STANDARD 6" HOOK MIN © .�►►� •.qvi S2 #FRAME CENTER LINE r--------- SLAB ED(E I I FND PER PLAN I I ---------------- MTL BLDG I I FRAME, B.O. I I I� 20'-0" HAIRPIN PER PLAN I w I z I o I � I STANDARD 6" HOOK MIN I I r6--�HAIRPINAT END FRAME LINE � S2 i �., , T ...... ���� I I ,� a 6 A +— DIMENSION "B" -- FOOTING PIAN FMW REV I DATE a :LR INFORGING PER SCHED. THICKNESS FOOTING SECTION 5" GLR �SPRFrAD FOOTING SCHEDULE SZ j Noses NOTE: SEE ANCHOR BOLT SETTING PLAN BY MTL BLDG # MANUFACTURE FOR ADDITIONAL INFORMATION FRAME LINE H L~ Z A.B. PER PLAN FRAME PER MTL BLDG MANUF. Z D BOLT PROJ. PER m MTL BLDG MANUF. NOTCH AS REO'D HAIRPIN PER PLAN Q m SEE BY MANUF. FOR V MOREE INFO J FINISHED SLAB PER PLAN rLU Q 00 GRADEL v P > O, LIJLn .,g. .Go z co CL a, .. L --°. .4 a I O Z r V Q a lu Q $ CONT. FTC 3" GLR EMBEDMENT BEYOND DEPTH PER REINF. PER A.B. SGHED. SCHED. WIDTH PER PLAN 2 TYPICAL FRAME FOOTING S2 / PERMIT# SL BUTTE COUNTY DEVELOPMENT SERVICE;: REVIEWED FOR CODE COMPLIANCE DATE 157 gy WALL FRAMING WHERE OCCURS PER PLAN MTL BLDG # FRAME LINE NOTCH AS REOV BY MANUF. FINISHED (RADE h a NATIVE GRADE Q $ ? a W CL cl Q � 5" GLR #4 CONT TOP AND BOTT WIDTH PER PLAN No SCALE SLAB PER PLAN REINF. PER 5GHED. 3 TYPICAL PERIMETER FOOTING S2 NOSCAW BY 14-060 Drawn By: CMR E CMR Date: 02.11.15 LMA O FOOTING SCHEDULE V Z FOOTING TYPE THICKNESS, U.N.O. DIMENSION A DIMENSION B REINFOFVVN( LOCATION / O F -I 24" 2'-O" 2'-0" (5) #4 EA WAY TOP d BOT Q Q` F-2 24" 3'-0" 3'-0" (4) #4 EA WAY TOP d BOT F-5 24" 5'-b" 5'-b" (5) #4 EA WAY TOP d BOT 0 F-4 24" 2'-4" 5'-0" #4 0 10" E.W. TOP d BOT F-5 24" 3'-O" 5'-0" #4 0 10" E.W. TOP d BOT V O LL. �SPRFrAD FOOTING SCHEDULE SZ j Noses NOTE: SEE ANCHOR BOLT SETTING PLAN BY MTL BLDG # MANUFACTURE FOR ADDITIONAL INFORMATION FRAME LINE H L~ Z A.B. PER PLAN FRAME PER MTL BLDG MANUF. Z D BOLT PROJ. PER m MTL BLDG MANUF. NOTCH AS REO'D HAIRPIN PER PLAN Q m SEE BY MANUF. FOR V MOREE INFO J FINISHED SLAB PER PLAN rLU Q 00 GRADEL v P > O, LIJLn .,g. .Go z co CL a, .. L --°. .4 a I O Z r V Q a lu Q $ CONT. FTC 3" GLR EMBEDMENT BEYOND DEPTH PER REINF. PER A.B. SGHED. SCHED. WIDTH PER PLAN 2 TYPICAL FRAME FOOTING S2 / PERMIT# SL BUTTE COUNTY DEVELOPMENT SERVICE;: REVIEWED FOR CODE COMPLIANCE DATE 157 gy WALL FRAMING WHERE OCCURS PER PLAN MTL BLDG # FRAME LINE NOTCH AS REOV BY MANUF. FINISHED (RADE h a NATIVE GRADE Q $ ? a W CL cl Q � 5" GLR #4 CONT TOP AND BOTT WIDTH PER PLAN No SCALE SLAB PER PLAN REINF. PER 5GHED. 3 TYPICAL PERIMETER FOOTING S2 NOSCAW BY JOB #: 14-060 Drawn By: CMR E CMR Date: 02.11.15 O V Lo s •N Lo U INS" C Q Q` u Ln LLs0 U g L .N s V JOB #: 14-060 Drawn By: CMR Ckd. By: CMR Date: 02.11.15 DRAWING NUMBER (E) N.T.S. ELECTRICAL PANEL LOCATIONS (E) METER SWITCHBOARD "MSB" NEMA I UNDERGROUND PULL SECTION ONE _ LINE D I AGiAM 1 1/4"C 5-#2 CU tZ l5KVA TRANSFORMER I I/4"C 4-#2 NO 5CAL.E (E) Panel -A MOUNTNG: Flush Lighting Fixture Schedule QTY. Type Maratf. Catalog Number Description Volt. Lamps Mounting 4 A Lithonia IBZ454L Linear flourescent high bay fixture 120 4-T5HO Surface 1 2 8 E-Conolight E-WW1L21NMP LED wall mount security light 120 1-20WLED 12'+/ -Wall 10 C Lithonia 661CAT/6BPMW 6" LED down light 120 1 -9WLED Surface 2 1 D E-Conolight E-XML4WZ jExterior emergency egress lignt 120 included 8'+/ -Wall 3 E Lithonia LHOMSW3G720 Illuminatedemergencyexitlight 120 included 8'+/ -Surface (E) METER SWITCHBOARD "MSB" NEMA I UNDERGROUND PULL SECTION ONE _ LINE D I AGiAM 1 1/4"C 5-#2 CU tZ l5KVA TRANSFORMER I I/4"C 4-#2 NO 5CAL.E (E) Panel -A MOUNTNG: Flush DATE BY TYPE Panel Board Name 1 0" volt 3 phase 4wire 200AMPI'vlain Breaker 1201208 volt 3 phase 4 w ire 100 amp main buss Cir. # Description BRKR. POLE A 8 C A B C BRKR. POLE Description Cir. # 1 (N) Showroom lights 20 1 774 180 J 20 1 Phone Board 2 3 Office lights 20 1 :>0o M 774 d W Nvz 180 0 Z �M(L 20 1 Security Receptacle 4 5 Bathroom lights 20 1 720 1080 20 1 (N)Show room receptacles 6 7 Exterior Lights 20 1 165 900 20 1 (N)Show room receptacles a 9 Fan Coil 1 20 1 STq OFC , F. / 1800 APR 2 4 2015 3601 20 1 Microwave 10 11 Spare 20 1 E 1 0 360 20 1 Break Room Receptacles 12 13 A/C -#1 50 2 2220 1440 20 1 Conference Room Recept. 14 15 AIC -#1 50 2 2220 1080 20 1 Office Receptacles 16 17 Spare 20 1 900 20 1 Office Receptacles 18 19 Water Heater 30 1 2520 900 20 1 Office Receptacles 20 21 22' 23 24 25 26 27 28 29 �� •rel ��� 30 5679 4794 720 3420 1620 2340 1 90991 64141 30601 Panel Load: 18573 = 52 Amps 52 x125% = 64 Amps (E) Panel -L MOUNTNG: Surface DATE BY TYPE, Panel Board t�letna 1 0" volt 3 phase 4wire 200AMPI'vlain Breaker 0 ' 'Q ©lights J Q r� V '� a W 001, o m :>0o M d W Nvz 0 Z �M(L W O U \� QO to C U ti co CT cd � � 47— cu WCf) ro to c>3 U 0 � (�W '/ I Q1tOFESS/p SFO tJ1 y U :0 Sa3B9 90-15 STq OFC , F. / APR 2 4 2015 JOB #: 14-060 DRAIVN BY: Ckd. BY: DATE: 2-12-15 DRAWING NUMBER E 1 1 ®Ar Compressor �� •rel ��� i 115801 93601 90001 Panel Load: 29940 = 83 Amps 83 x125% = 104 Amps 1/1R°1'-ne Electrical Poor Pian REV.': DATE BY 1 4/9/15 PLAN CHECK '0 Ij Z 'Q J Q r� V '� a W 001, o m :>0o M d W Nvz 0 Z �M(L W O U \� QO to C U ti co CT cd � � 47— cu WCf) ro to c>3 U 0 � (�W '/ I Q1tOFESS/p SFO tJ1 y U :0 Sa3B9 90-15 STq OFC , F. / APR 2 4 2015 JOB #: 14-060 DRAIVN BY: Ckd. BY: DATE: 2-12-15 DRAWING NUMBER E 1 1 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF -1C aacox Okk RH eCaWbefs New Metal Bldg, 15 ANNUAL TDV ENERGY USE SUMMARY dkBhvi res"AnCindexpreat slants ROPofea Compliance Deni n Option Mar in Heal ng nesting Fame Had Ret Pumps DHW Lighting Recept.de Process Process full fflm fftGSi iggleggleM u Spa. Heading a,-CruiIde,azo NOaor Fane Heal Rejacfbn Pump 6 used. Domestic He Water LipblaN Racepbcb R4w6s Ropes U,tep, TOTALS Panal beer the n Six heard 6 7 8 .1 om mos rf6 a. and 001 e, ow Ann o.. Ow par sf 3r 1475 mu Inver fwm oa am om om rw om oat sb/! a 11 a Judi BUILDING COMPLIES GENEML INFORMATION Building crelabon NL ISlerlea NL MSy=l. Nunbr 0Zanes (sem-cop ca df dFborArea 01 ever. U dl ped Fba Prea apP syr. C-ditimandpcoter. Mee nn ion NaNMi Cas Avagebb On Site ver ! z Ovbntarain Gress Area Fmmlgeopon rest 1 0 Left Elco . d e t. cow m Rear EbveWn d ndri axe, aps R' hl ElevaOan sE fzp s t. 5 9 aX a Tab] ran" Roof r ngrl Glazin Mea o GYzin Ratio ad" po% wR. oax aqR. s R. oax 9 N R. aq R. fe o fe m ebndard Pm it %esenplHe Vel Yes les Ree>IFMe Lighting Paver Greek,OWhgN. WIngN. companion only See LTI-01 feredwed LPD. Remarks: 00 Wer -rear -Ar. w. "u—sall.drea secia". PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3) PERF -1C Pnai Nana oaia Oak Ridge Cabinets NiMetal Bldg P 6015 ZONEINFORMATION F"ma Cmrel use Prrz Arte LPo Gre1h pato Ta ored Lwds Rin m Name Zana Nae rr pe s 1 Near' in' Ari Sci Irpe—rice sea 1.ml u7 case zm.r s Are as..niw EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST a.. ya "wassan4aacumrw wy.ee w lers en.e sm nn moral m marri onmTMea ream re me a ea ar me melua I o mean ne v �"Fas. AnaEE xr-a- n Ia aC ryxkmbrc me -n ec Neo" h p s. tIiM.e. ANbnredaNn.Mao Rmpw eamanovlWeryrM appllfaN. inn aw apeelerc. rite, nviamn. eneWtln nreen luannaae ons=Iii= MN X-Tigilit Ne,31-i'manins In rate, STATEOFCALIFORNN ENVELOPE COMOONENT APPROACH CEFNRCGE1111 nawd ORrN CPLIFORHIA ENERGY COMMICSKKJ " CERTIFICATE OF COMPLIAN-E NRCC-ENV-01-E Envelope Component Approach R.Re 5 of 4) "°"'"' Oak RirY1e Cabinets New Metal Bldg. °epin°' 271221215 G. FENESTRATION PROPOSED AREAS AND EFFICIENCIES l 1 Project IttaYron: 11126 Midway 6 ComPllan. Metaod rE OF CALIFORNIA IVELOPE COMPONENT APPROACH B 1 2 3 4 5 6 7 8 9 10 11 12 onentabs N S, W,1 Tri Fenestration Type Area or Real sof AlU-Factor Maa Overran Maa RISHGC Min an partners label Starus Com encs D Conditioned Spaces ❑ Unconditioned Spaces ❑ Skylight Area for Lar a Enclosed Sears> 5000 Rr Ifchecked include the NRCC-ENV-W-E with submhtal) Omt nodus Insulatlon R value Proposed U Factor Real It From Tables B O Comments .4 1 Well Wood 2.4 @ 16 143.1 At 0 0.0 0.3`6 R-0 Wall 2 Wall Wood 2x6@164.3.1 -AS 19 00 0.074 R-19 Wall 3 FOCI WOOL 2x4@24 42.1-A14 11 0.0 0.076 R-11 Roof ALAI Adjusted Installed Lighting Power 230 ro'wI pus row 2 minus rows row l minus rows U \ i�//�5a 0 Q Ot L aVNA rrasN Co Y/ 1 \ M i ca W V (� Co .co \ V cc O Q U H. ENVELOPE MANDATORYMEASURES Indicate location an building plans of Mandatory Envelope Measures Nine Bruck', ENV -MM INSTRUCTONSTOAPPIICANTENVELOPECOMPLIANCE&WORRSHEETS(checkh.RK.m hectare IrMIr I For demised impossawman the use afthls and all Energy Effl[ier[y3taMards mmpllwee forms, Oleoma referee the Nonnere endd Comp4aKe Mam:al. ❑ NRCGENV-0I-E Certificategf Compliance. Required on plans for all submittals. ❑ NRCC-ENV4]4-E Use when minimum skylight requirements for large enclosed spaces are required in climate zones 2 through 15. Optional on plans. PERMIT# 9 r ---)V v 3 S4 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE nn uu DATE h /4 I S —BY - "I Hall Fri -e plaxwe echm GPLari eNEPGT COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV-01-E Envelope Component Approach (Page l of 4) Oak Ridge Cabinefs New Metal Bldg. "a° 2)1212015 A. GENERAL INFORMATION l 1 Project IttaYron: 11126 Midway 6 ComPllan. Metaod rE OF CALIFORNIA IVELOPE COMPONENT APPROACH B SGTEOF CALIFORNIA ENVELOPECOMPONENT APPROACH Afndar;t "I Hall Fri -e plaxwe echm GPLari eNEPGT COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV-01-E Envelope Component Approach (Page l of 4) Oak Ridge Cabinefs New Metal Bldg. "a° 2)1212015 A. GENERAL INFORMATION l 1 Project IttaYron: 11126 Midway 6 ComPllan. Metaod 0 Component 0 unconditioned (file B 9 Afndar;t 2 CA City and zip Cade: Chico, T Bv'king Fromor'ematmn ldegorardivei): I 22b deg 3 Cremate Zone: 11 8 Permitted s.p of Wort1 ❑ New Construction ❑Addition ❑Aheratton 4 TOW Considered Moor 637 9 1 Building11,cla) 1 0 Nonreskental❑ 1 -ch Rae Residential ❑Hotel/Motel Guest Room Area: Frame Asembl T Mamtlal Y YIIe 5 ❑ Schools (Public Schadsh 0 Raloratable Public School Bldg. D Conditioned Spaces ❑ Unconditioned Spaces ❑ Skylight Area for Lar a Enclosed Sears> 5000 Rr Ifchecked include the NRCC-ENV-W-E with submhtal) B. ENVELOPE DETAILS -Framed l 2 3 4 5 6 T B 9 1 2 3 4 5 6 T R 9 10 11 Ta ID gl Frame Asembl T Mamtlal Y YIIe Frame depth P Frame Appendb JA4 Spacing Reference R 8 Cavity P,l e Omt nodus Insulatlon R value Proposed U Factor Real It From Tables B O Comments .4 1 Well Wood 2.4 @ 16 143.1 At 0 0.0 0.3`6 R-0 Wall 2 Wall Wood 2x6@164.3.1 -AS 19 00 0.074 R-19 Wall 3 FOCI WOOL 2x4@24 42.1-A14 11 0.0 0.076 R-11 Roof ALAI C. ENVELOPE DETAILS - Nan -framed l 2 3 4 5 6 T B 9 10 Ta ID Thickness A,wramblyrrype Assembly Materials(inches) mredmrof Core Insulation Rwalue Continuous Insulafon Appendix JA4 Awalue Reference Proposed U -rata, Required U-Factar from Tabkp B, C,D Comments 10 11 Mass Deputy Tag/IO Type (Irian FOR, Thrill tenches) Furring Strip Tirevess (incheel Intends insulation R -value Exterior Iunflaion F-lue AppenditAM Reference appea eA linilatmn U -factor Required U-Fa<toJmm Tables, B, C,0 Comments IlYnextrimpe and andmittarrichartmerment, 0HIGM1 resdendal hold'n,ind Hmtehand Metals wentsteep-sloped recall in Clmete Zones l and 16 are exempt from aged solar Regetana and tte a isipwas. ❑ The roof area covered by building integrated phommetala midur and bmudirg integratedmlarthartnal"nets are exampt rummaged Solar Reflemna and emmande segkrements D. ENVELOPE DETAILS -Mass 1 1 3 4 5 6 T A 9 10 11 All Roof 4 Proposed Mi Almond Required 25111 R2 1 2 3 4 5 6 7 8 9 10 11 Mass Deputy Tag/IO Type (Irian FOR, Thrill tenches) Furring Strip Tirevess (incheel Intends insulation R -value Exterior Iunflaion F-lue AppenditAM Reference appea eA linilatmn U -factor Required U-Fa<toJmm Tables, B, C,0 Comments IlYnextrimpe and andmittarrichartmerment, 0HIGM1 resdendal hold'n,ind Hmtehand Metals wentsteep-sloped recall in Clmete Zones l and 16 are exempt from aged solar Regetana and tte a isipwas. ❑ The roof area covered by building integrated phommetala midur and bmudirg integratedmlarthartnal"nets are exampt rummaged Solar Reflemna and emmande segkrements Tp apply.." odd APpIiM thecoating must beappiktla�ross theenuin roofs�da.andmeetthe drymil thicknessorcoveraP.e remmmentlee III [h. ri anufam[urerand meem d m encs lietedn 1106 4. [th applicable to and Y 4 Se korai w r 11 p ❑At FimentedM has Romf Cob ❑Come [e dZ C.On ❑IXher _ C p ng P, NOTES 1 ONCE N. bi if the aged5olar reflad t makible in the Cod gcofRmteg Cmmein RotdAppear, Direcand, Then use the equation. sa ibn 110.8(']2 where LM lnfbd Refectw,ce cocoa men me e m and . the unton o1 e o to d,mm a,redo[, ed Iue Where n 1 N 9 ( (pawn Z) a9 w W e "Plsr the, harder Sobr Refkctana and Bhertherart to OdSA,r flees Applkd Coalmpscoltrs set to a 70id, df other mofng Producest� Fired Applied Cape, Li Cbkub[e IM SRI Vale by .,in, the SRI WOM1sneet At franc) and enter disrespect, vdue d the SRI Colwm above one all a.fusal the SRI Worksheet NRCC-ENV-03-EW the to bills farm. 3 NRtGLTI-012=EQ ge t CA Building Energy EtnClenrydradards-2013 Nonresidential Compllance STATEOF CALIFORNIA INDOOR LIGHTING OEC-NRCOLTLId-E i vita CERTIFICATE OF COMPLIANCE -USER INSTRUCTIONS Indoor Lighting CEGNRCG9JV0I-E MHd0 CALIFORNIAFNEROTCOMMIWCN ' LCERTIFICATE OF COMPLIANCE NRCC-ENV-01-E Envelope Component Approach (Page 2 of 4) °""""""•' Oak Ridge Cabirets New Metal Bldg. °^nWn°' 2/1212015 E. ROOFING PRODUCTS (COOL ROOF) 1 1 3 4 5 6 T A 9 10 11 All Roof 4 Proposed Mi Almond Required 25111 R2 CRRCProduc[ Aged 50 Thermal SRI° Irged Solar Thermal SN m greater Roo(Pi[ch ID Number Poi pe Rensdance Emplane, In mall Repentance EmltUnca nal Fgmmerdn ❑ NRCCATI-01-E ❑c ❑ Hlgh-Rise Residential Conditioned Spaces ❑' ❑ (Page 2 of 5) ❑' ❑ Anagetl solarr flW k than D.631saPowed providential maximum mcf/calgUfctor in TABLE 140315notexceeded ❑Hgbfse residimtkalbold'gand Hoteb and Metals with lowsloped mol In Climate ] .s]throughB JI and leare ecenepled from aged Solar IlYnextrimpe and andmittarrichartmerment, 0HIGM1 resdendal hold'n,ind Hmtehand Metals wentsteep-sloped recall in Clmete Zones l and 16 are exempt from aged solar Regetana and tte a isipwas. ❑ The roof area covered by building integrated phommetala midur and bmudirg integratedmlarthartnal"nets are exampt rummaged Solar Reflemna and emmande segkrements Tp apply.." odd APpIiM thecoating must beappiktla�ross theenuin roofs�da.andmeetthe drymil thicknessorcoveraP.e remmmentlee III [h. ri anufam[urerand meem d m encs lietedn 1106 4. [th applicable to and Y 4 Se korai w r 11 p ❑At FimentedM has Romf Cob ❑Come [e dZ C.On ❑IXher _ C p ng P, NOTES 1 ONCE N. bi if the aged5olar reflad t makible in the Cod gcofRmteg Cmmein RotdAppear, Direcand, Then use the equation. sa ibn 110.8(']2 where LM lnfbd Refectw,ce cocoa men me e m and . the unton o1 e o to d,mm a,redo[, ed Iue Where n 1 N 9 ( (pawn Z) a9 w W e "Plsr the, harder Sobr Refkctana and Bhertherart to OdSA,r flees Applkd Coalmpscoltrs set to a 70id, df other mofng Producest� Fired Applied Cape, Li Cbkub[e IM SRI Vale by .,in, the SRI WOM1sneet At franc) and enter disrespect, vdue d the SRI Colwm above one all a.fusal the SRI Worksheet NRCC-ENV-03-EW the to bills farm. F. Air Bander Cantlitioned Ficuc ea: 637 STATEOFCALIMMA INDOOR LIGHTING 1 2 3 4 5 Alrflarrier nei Material Type A, Barrier Assembly Type Whole Building Air Leakage TesUng Comments Tallured MertW Wmrlsi eets ND NRCGLIT,094 CERrIFICATEOFCOMPLIANCE- USER INSTRUCTION5 NRCCATI-01-E Igelof5) ❑ ❑ Hlgh-Rise Residential Conditioned Spaces ❑ ❑ June 2014 I CA 81 Energy Efndmcy51randards-2013 Nonresidential Compliance June 2014 Y i. Ali Cantlitioned Ficuc ea: 637 STATEOFCALIMMA INDOOR LIGHTING --, YES NRCC-LIT-0IE Certifirateof Cmmplunce.ANP,win,meden punNorallsubmittals, Umm�dmm�ed Floor Area ggg CEONRCOLT"I-E RaAaed p&1d CAUFORNM ENERGY COMMIegICN '-.-✓- LTk01-E NO NRCC-UT-04{ Tallured MertW Wmrlsi eets ND NRCGLIT,094 CERrIFICATEOFCOMPLIANCE- USER INSTRUCTION5 NRCCATI-01-E Igelof5) ❑ ❑ Hlgh-Rise Residential Conditioned Spaces ❑ ❑ Intloor Ughting (Page 2 of 5) ❑ New Construction ❑ Addition ❑ eugh Name: Oak Ridge Cabinets New Metal Bldd. Date ".roared: 2)122015 Climate Zone: 17 Cantlitioned Ficuc ea: 637 YES NO FORM TRE YES NRCC-LIT-0IE Certifirateof Cmmplunce.ANP,win,meden punNorallsubmittals, Umm�dmm�ed Floor Area ggg Lighting Cantmis,Certd Fecal CcmpYance, antl pAF Ulcuhrtion All 1r,, equlrerlm pknsforallmbmmee. Help rmation Intloor LigminR Power Allowance NO NRCC-UT-04{ Tallured MertW Wmrlsi eets ND NRCGLIT,094 Line voltage Track Lighting Worksreeta Building Type: [3 Schools ❑ Nonresidential ❑ Rclocatable Public Schools ❑ ❑ Hlgh-Rise Residential Conditioned Spaces ❑ ❑ Hotel/Motel Unconditioned Spaces Phase of Construction: ❑ New Construction ❑ Addition ❑ Alteration Method of Compliance: ❑ Complete Building ❑ Area Category ❑ Tailored LIGHTING COMPLIANCE DOCUMENTS(wildyes foreph document im,liel ) For detudedmaructed, on pe per omits and dl Eneryy Ef(ciercylftmok s cemdiance document,refer tothe IEanmedeardal Monuolpub Argaby the Colifomio Energy C,nmissod. YES NO FORM TRE YES NRCC-LIT-0IE Certifirateof Cmmplunce.ANP,win,meden punNorallsubmittals, YES NRCC-Ln-02£ Lighting Cantmis,Certd Fecal CcmpYance, antl pAF Ulcuhrtion All 1r,, equlrerlm pknsforallmbmmee. YES NRCC-LIT-o3-E Intloor LigminR Power Allowance NO NRCC-UT-04{ Tallured MertW Wmrlsi eets ND NRCGLIT,094 Line voltage Track Lighting Worksreeta Summary of Allowed Lighting Power conditioned antl Unconditioned space Ughting must not be combined far compliance Intloor Lighting Power for Conditioned Spaces Indoor Lighting Power for Uncondldoned Spaces ❑Pied Inspector Allowed Lighting Power Watts Allowed Lighting Power Watts 6. Installed Lighting Installed Us"ng Unconditioned NRCC-LTI-D3-E, pager 400 256 1. NRCC.LTI-01-E,page4 ♦ NRCC-LTI-Ol-E, a 4 e ♦ 2' PORTABLE ONLY FOR OFFICES NRCI-LTI-O5-E- Must be su omitted for a Power Adjustment Factor( PAF) to be recomi zed far compliance. ❑ Field Inspector NRCC-LTI-OI-E, page3J;4 1 ❑ Fie III Inspector J UJ Minus Lighti ng Compal Credits 0 ' W N Do Minus Lighting Control Credits26 �� }MO Cr1. 3 NRtGLTI-012=EQ ge t W 04 NRCC-LTI-02-E, page 24 Adjusted Installed Lighting Power Adjusted Installed Lighting Power 230 ro'wI pus row 2 minus rows row l minus rows U \ i�//�5a 0 Q Ot L I 5. Complies ONLY It Installed S Albwell Complies ONLY if Installed S Allowed FOrm/Tltle ❑Pied Inspector Allowed Lighting Power ❑ Flied Inspector Allowed Lighting Power ❑ Field Inspector 6. Conditioned NRCC-LTI-03-E, pager 400 Unconditioned NRCC-LTI-D3-E, pager 21276 Declaration of Required Installation Ceri fkates-Declare by selecting yes forall Installation Certificates that will be submitted. (Retain copies and venfyforms are completed and signed.) YES NO FOrm/Tltle ❑Pied Inspector NBCA-LTI.03-A -Mus[ be submitted for automatic daylight controls. ❑ Flied Inspector NRCI-LTI-01-E- Must be submitted for all buildings ❑ Field Inspector NRCI-U[1-@-E- Must be submitted fare ilghting control system, orfor an Energy Management Control System(EMCS), to be recognized for compliance. ❑ Field Inspector V/ V NRCI-LTI-03-E- Must be submitted for a line- voltage track lighting integral current limiter, error a supplementary ovdf<urront Protect panel used to deargue only linevoltagetrack. lighting, to be recognized for compliance. ❑ Field lnspeefor NRCI-LTI-04-E- Must be Submitted tortwc Interlocked systems serving an auditorium, a Convention center, a carference room; A multipurpose room, or a theater to be recognized for compliance. ❑ Field Inspector , NRCI-LTI-O5-E- Must be su omitted for a Power Adjustment Factor( PAF) to be recomi zed far compliance. ❑ Field Inspector NRCI-LTI-C6-E- Must be Nhmitted foradditiodal wattage installed in a video conferencing studio to be recognized for compliance. 1 ❑ Fie III Inspector Declaration of Required Certificates of Acceptance -Declare by checking all of the Certificates of Acceptance that will be submitted. (Retain copies and verify forms are completed and signed.) YES NO Ferm/TRIe BY NBCA-LTI-02-A-Must be submitted for occupancy sensors and automatic time switch centrals. ❑Pied Inspector NBCA-LTI.03-A -Mus[ be submitted for automatic daylight controls. ❑ Flied Inspector NRCA-LTI-04-A - Must be submitted for demand responsive lighting controls. 1 ❑ Fie d Inspector F Milding Energy Effklenry Standards 1013Nunre5keutial ComPlkece June 2014 CA Building Energy Efficiency Standards.2013 Nonresidential Compliance C4 Building Energy Ef6deney Standards 4013 Nonresidential Compliance June 2014 June 2014 REV. DATE BY V/ V Zseetteet 0 , m� V J UJ V Lf 0 ' W N Do �� }MO Cr1. e 06 W 04 a I,Z �0a -V U \ i�//�5a 0 Q Ot L aVNA rrasN Co Y/ 1 \ M i ca W V (� Co .co \ V cc O Q U /p1yOFES5f0 INA. OF SOF ALL IAPR 2 4 2015 JOB #: 14-060 DRAWN BY: Clod. t9Y: , DATE: 14-23-15 DRAWING NUMBER STATE OF CALIFORNIA INDOOR LIGHTING CEO -N RCGLli Revised OMq CERTIFICATE OF COMPLIANCE - USER Indoor Lighting P,olec[ NBi Oak Ridge Cabinets N Date Prepared: 211212015 AISSION - STATE OF CALIFORNIA st INDOOR LIGHTINGINDOOR CEGNRCGL401-E Revised 0&16 CALIFORNIA ENERGY COMMISSION h" STATE OF CALI CEGNRCGLTP NRCC-LTI-01-E ❑ Fill out a separate line for each different office. Small offices that are typical (having the same general and portable lighting) may be grouped together. This allowance shall not be traded between offices having different lighting systems. CERTIFICATE OF COMPLIANCE- USER INSTRUCTIONS NRCC-LTI-OS-E Office Installed Portable Luminaire Watts Per Square CERTIFICATI (Page 3 of 5) F G Indoor Lighting (Page 3 of 5) 1 Indoor Light Feld Schedule Foot Proiee Name: Oak Ridge Cabinets New Metal Bldg. Data Pleaaled. 2/122015 Primary Function area in which these luminaires are installed Prolect Name: A B C !poste Lighting schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power fisted on this Lighting Schedule is only for: CONDITIONED spita ❑ UNCONDITIONED SPACE A. INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST ❑ The actual indoor lighting power listedon this page and on the next page includes all installed permanent and planned portable lighting systems. ❑ When Complete gullding Method is used for compliance, list each different type of luminaire on separate lines. ❑ When Area Catcgpry Method or Tailored Method Is used for compliance, list each different type of luminalre by each different function area on separate lines ❑ Also include track lighting in schedul and submit the track lighting compliance form (NRCC-LTI-05-E)when line -voltage track lighting is installed. B. Installed Portaple Luminaires In Offices -Exception to Section 140.6(a) ❑ This section shall be filled out ONLY for portable luminaires In offices [As defined in §100.1). All other planned portable luminaires shall be documented on next page of this compliance fertn. ❑ This section is used to determine if greater than 0.3 watts of portable lighting is planned for any office ❑ Fill out a separate line for each different office. Small offices that are typical (having the same general and portable lighting) may be grouped together. This allowance shall not be traded between offices having different lighting systems. Office Portable Luminaire Office Installed Portable Luminaire Watts Per Square D Office Location F G H a m z^ Lbmplete Luminalre Descrlptlon Il.e,. 3 lamp fluorescent troffer, F32 -r#, one dimmable electronic ballast) Feld Schedule Foot � o SL ? a m a Primary Function area in which these luminaires are installed Inspector A B C D E F G H 1 1 ❑ D E Installed ❑ ❑ H 1 J ❑ ❑ M N O ❑ ❑ r portable °, o Watts If r 50.3, Identify Office. area in which 3. 3 Description c u 3. 3 'w_ 'e luminaire Zs this v :, per enterzena; ExG these portable luminaires are H = Complete Luminaire p square p ,`m. q square q Cl ❑ Watts per installed Location in Building ❑ (i.e., LEO, undercabinebfurniture mounted Watts per g °. office PP `» foot. if F>03, $ ❑ ❑ ID/.E) direct/indirect) Luminaire ❑ ❑ in xC) Units ID/Ej (F-0.3) ❑ a A N Cl ❑ 1 ❑ ❑ INSTALLED WATTS PAGE TOTAL: 256 Enter sum total of all pages Into NRCC-LTI-01-E; Page 2 etc...( ❑ ❑ ❑ ❑ Zone one --Shop Area Dimming - Manual c 11 Entersum total of all pages into NRCC- 256 0.10126 LTH01-E; Page 1 11 ➢ ❑ Enter sum total of all pages into NRCC- Total installed portable luminaire watts that are greater than 0.3 watts per square foot per off ice: LTI-01-E; Page l CA Building Energy EffdiEncy Standards -2013 Nonresidential Complianar lune 2014 STATE OF CALIFORNIA INDOOR LIGHTING GEC -N RCC-LTFOI-E (Revised W74) CERTIFICATE OF COMPLIANCE -USER INS Indoor Lighting Project name, Oak Ridoe Cabinets Nese 2/1212015 rparate Lighting 5dedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is onlyfor: CONDITIONED SPACE ❑ UNCONDITIONED SPACE NRCC-LTI-OS-E G INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Luminaire Schedule Installed Watts Location Field Inspectors A B C D E F G H a m z^ Lbmplete Luminalre Descrlptlon Il.e,. 3 lamp fluorescent troffer, F32 -r#, one dimmable electronic ballast) 'm How wattage was determined ' 2 c °i c � o SL ? a m a Primary Function area in which these luminaires are installed Pass Fail a n z 3 c (✓ all that apply, or enter'E' if Exempted} Flourescent fixture 64.0 0 ❑c 14 256 Industrial Work, Precision ❑ ❑ D E F ❑ ❑ H 1 J ❑ ❑ M N O ❑ ❑ Type/Description of Lighting Watts If r50.3, ❑ ❑ multi-level lighting control requirements in accordance with Section 130.1(b). 3. 3 luminaire c u per enter zem; Control (i.e.: occupancyrsensor, ' Control (Le.: occupancy sensor, # 'P H E an� square p ,`m. these port iwires are N = Cl ❑ Watts per automatic time switch, Location in Building ❑ ❑ o ,owo soa ❑ ❑ o m $ ❑ ❑ ID/.E) (F -o.3) u a ❑ ❑ dimmer, automatic daylight, Units S 8 ❑ a A N Cl ❑ 1 ❑ ❑ INSTALLED WATTS PAGE TOTAL: 256 Enter sum total of all pages Into NRCC-LTI-01-E; Page 2 CA Building Energy Effialenry Standards - 2013 Nonresidential Compliance June 2014 STATE OF CALIFORNIA ' INDOOR LIGHTING - LIGHTING CONTROLS CEG-NRCC.LTF02-E fRavised 06(14) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E Indoor Lighting - Lighting Controls (Page 2 of 3) Pm°""'"'^ Oak Ridge Cabinets New Metal Bldg. 2/122015 eparate document must be filled out for Conditioned and. Unconditioned Spaces. This page is used only for the following: CONDITIONED SPACES 0 UNCONDITIONED SPACES MANDATORY ANO PRESCRIPTIVE INDOOR LIGHTING CONTROL SCHEDULE, PAF CALCULATION, and FIELD INSPECTION CHECKLIST ❑ This section shall be filled out ONLY for portable luminaires In :offices (As defined in §100.1). All other planned portable luminaires shall be documented on next page of this compliance form. PAF Credit Calculation shall not be traded between offices having different lighting systems. l T LTI.C2.E vised 06114 CEG-NRCGP.e Office Location CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E Indoor lig hung -Lighting Controls y - A Field Standards Complying With t c One or morn Track Lighting Integral Current Limiters shall be installed which have been certified to the Energy Commission in accordance with §110.9 and : ;a `- A Lighting Control Schedule (✓ all that apply, or enter'E' if Exempted} o M e Up c r r• ae n o A B C D E F G H 1 J K L M N O portableo Type/Description of Lighting Watts If r50.3, The general lighting of any enclosed area 100 square feet or larger, with a connected lighting load that exceeds 0.5 watts per square foot shalt meet the Identify Office area In which multi-level lighting control requirements in accordance with Section 130.1(b). 3. 3 luminaire c u per enter zem; Control (i.e.: occupancyrsensor, ' Control (Le.: occupancy sensor, # 'P H E an� square p ,`m. these port iwires are N = (i.e., LED, under cabinet furniture mounted Watts per automatic time switch, Location in Building automatictime switch, of o ,owo soa o o m $ in xC) ❑ ID/.E) (F -o.3) u a ❑ ❑ dimmer, automatic daylight, Units S 8 ❑ a A N n 1 ❑ ❑ INSTALLED WATTS PAGE TOTAL: 400 Enter sum total of all pages into NRCC-LTI-01-E; Page 2 etc...( ❑ ❑ ❑ ❑ Zone one --Shop Area Dimming - Manual c 11 Entersum total of all pages into NRCC- 256 0.10126 LTH01-E; Page 1 11 ➢ ❑ ❑ ❑ ❑ ❑ ❑ ❑ .Control Credit PAGE TOTAL (Sum of Column M): 0 IF MULTIPLE PAGES ARE USED, ENTER SUM TOTAL OF Control Credit for all pages HERE (Sum of all Column M): 0 Enter Control Credit total into NRCCATI CI -E; Page 1. 1.§130.1(a,).= Manual area controls;§130.0(b)-Multi Level, '§130.1(c)=Auto Shut -Off,' §130.1(d)= MandatoryDaylfght;§130.1(e)=Demand Responsive; §I40.6(d)= Additional Lighting controls installed to earn a PAF; §340.6fd) =Prescriptive Secondary Sidelit Daylight Controls. 2. Check Table 140.6-A for correct Factor. Iii shah not be traded between conditioned and unconditioned spaces. Asa Condition to earn a PAF, an installation Certificate is Disc inquired to be f7iled out, slywal, and submitted. ❑ ❑ Control Credit PAGE TOTAL (Sum of Column M): 26 .. IF MULTIPLE PAGES ARE USED, ENTER SUM TOTAL OF Control Credit for all pages HERE (Sum of all Column M): 26 Enter Control Credit total into NRCC-L1I-0I-E; Page 1. 1.§130.11'.)=Manualama controls§130.0(b)=Multi Level; §330.1(c)=Auto Shut -Off, §130.11 ;r Mandatory Daylight; §130.1(e)=Demand Responsiw; §140.6(di Additional lighting controls Installed to earn a PAF,' §140.6(d) =Prescriptive SecondarySidefit Daylight Controls. 2. Check Table 140.6-Afor Correct Factor. PAFS shall not be traded between conditioned and unconditioned spaces. Asa condition to earn a PAF, on Installation Certificate is also required to be 1# d out, signed, and submitted. CA Building Energy Efficie Pct' Standards - 2013 Nonresidential Compliance A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is only for: ❑ CONDITIONEDSPACE ❑ UNCONDITIONED SPACE A. INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST ❑ The actual indoor lighting power listed on this page and on the next page includes all installed permanent and planned portable lighting systems. ❑ When Complete Building Method is used for compliance, list each different type of luminaire on separate lines. ❑ When Area Category Method or Tallored Method is used for compliance, list each different type of luminaire by each different function area on separate lines ❑ Also include track lighting in schedule, and submit the track fighting compliance form (NRCC-LTI-05-E) when line -voltage track lighting is installed. B. Installed Portable Luminaires in Offices -Exception to Section 141 ❑ This section shall be filled out ONLY for portable luminaires In :offices (As defined in §100.1). All other planned portable luminaires shall be documented on next page of this compliance form. ❑ This section is used to determine it greater than 03 watts of portable lighting 13 planned for any office ❑ Fill out a separate line for each different office. Small offices that are typical (having the same general and portable lighting) may be grouped together. Th;s allowance shall not be traded between offices having different lighting systems. Office Portable Luminaire Office Installed Portable Luminaire Watts Per Square LTI.C2.E vised 06114 CEG-NRCGP.e Office Location CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E Indoor lig hung -Lighting Controls (Page 1 of 3) -. Complete Luminaire Description (i.e, 3lamp fluorescent troffer, F32TR,. one dimmable electronic ballasti Field Schedule Foot One or morn Track Lighting Integral Current Limiters shall be installed which have been certified to the Energy Commission in accordance with §110.9 and Primary function area in which these luminalresarelnstalled Inspector A B C D E F G H I J ❑ F Instructions in accordance with Section 130.1. Installed ❑ ❑ All luminaires shall be functionally controlled with manually switched ON and OFF lighting controls in accordance with Section 130.1(a). K L General lighting shalt he separately controlled from all other lighting systems In an area. Floor and wail display, window display, case display, ornamental, ❑ O and special effects lighting shall each be separately controlled on circuits that are 20 amps or less. When track lighting is used, general, display, r portableo n Watts If r50.3, The general lighting of any enclosed area 100 square feet or larger, with a connected lighting load that exceeds 0.5 watts per square foot shalt meet the Identify Office area In which multi-level lighting control requirements in accordance with Section 130.1(b). 3. 3 luminaire c u per enter zem; Control (i.e.: occupancyrsensor, # Lighting power in buildings larger than 10,000 square feet shall be capable of being automatically reduced in response to a Demand Responsive Signal in Complete Wminaire Description ❑ ❑ d Rt at, in this m square ❑ ExG these port iwires are N = (i.e., LED, under cabinet furniture mounted Watts per automatic time switch, office is :° foot if F>0.3, A installed ❑ ❑ direcondireer) luminaire in xC) ❑ ID/.E) (F -o.3) dimmer, automatic daylight, ❑ ❑ DATE: 4-23-15 DRAWING NUMBER ❑ ❑ N ❑ ❑ 1 ❑ ❑ INSTALLED WATTS PAGE TOTAL: 400 Enter sum total of all pages into NRCC-LTI-01-E; Page 2 ❑ ❑ ❑ ❑ c Entersum total of all pages into NRCC- Total Installed portable luminaire watts that are greaterthan 0.3 watts per square foot peroffice: LTH01-E; Page 1 CA Building Energy Efficiency Standards - 2C13 Nonresidential Compliance June 2014 NO Control Requirements STATE OF CALIFORNIA NRCC-LTI-03-E INDOOR LIGHTING - LIGHTING CONTROLS h LTI.C2.E vised 06114 CEG-NRCGP.e CALIFORNIA ENERGY COMMISSION N'w, CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E Indoor lig hung -Lighting Controls (Page 1 of 3) Oak Ridge Cabinets New Metal Bldg I "°"""r'''"" 2/12/2015 The NRCC-LTI-02-E shall be used to document all mandatory and prescriptive lighting controls that are applicable to the project. Mandatory Lighting Control Declaration Statements (Indicate if the measure applies by checking yes or no below.) YES NO Control Requirements CERTIFICATEOF COMPLIANCE NRCC-LTI-03-E Lighting shall be controlled by self-contained lighting control devices which are certified to the Energy Commission according to the Title 20 Appliance (Page 1 of 4) P"""'" " Oak Ridge Cabinets New Metal Bldg. Efficiency Regulations in accordance with Section 110.9. X COMPLETE BLDG. AREA Lighting shall be controlled by a lighting control a system or energy management control system in accordance with §1103. An Installation Certificate ALLOWED WATTS -. Complete Luminaire Description (i.e, 3lamp fluorescent troffer, F32TR,. one dimmable electronic ballasti shall be submitted in accordance with Section 130.4(b). Howwattagewas determined E 3. °�' d One or morn Track Lighting Integral Current Limiters shall be installed which have been certified to the Energy Commission in accordance with §110.9 and Primary function area in which these luminalresarelnstalled Pass §130.0. Additionally, an Installation Certificate shall be submitted in accordance with Section 130.4(b). m Z -' a 6 z °' g» _- v r A Track Lighting Supplementary Overcurrent Protection Panel shall be installed in accordance with Section 110.9 and Section 130.0. Additionally, an 40.0 0 ❑ Installation Certificate shall be installed In accordance with Section 130.4(b). 400 Office <= 250 sgft. All lighting controls and equipment shall comply with the applicable requirements In §110.9 and shall be Installed In accordance with the manufacturer's ❑ F Instructions in accordance with Section 130.1. H ❑ ❑ All luminaires shall be functionally controlled with manually switched ON and OFF lighting controls in accordance with Section 130.1(a). K L General lighting shalt he separately controlled from all other lighting systems In an area. Floor and wail display, window display, case display, ornamental, ❑ O and special effects lighting shall each be separately controlled on circuits that are 20 amps or less. When track lighting is used, general, display, Type/ Descrlptlonof Lighting ❑ ❑ ornamental, and special effects lighting shall each he separately controlled; in accordance with Section 130.1(a)4. The general lighting of any enclosed area 100 square feet or larger, with a connected lighting load that exceeds 0.5 watts per square foot shalt meet the ❑ multi-level lighting control requirements in accordance with Section 130.1(b). ❑ ❑ All installed indoor lighting shall be equipped with controls that meet the applicable Shut -OFF control requirements in Section 130.1(c). Lighting In all Daylit Zones shall be controlled In accordance with the requirements In Scralon 130.1(d) and daylit zones are shown on the plans. Control (i.e.: occupancyrsensor, # Lighting power in buildings larger than 10,000 square feet shall be capable of being automatically reduced in response to a Demand Responsive Signal in CN `U CD ❑ ❑ accordance with SeeCon 130.1(e). O U Before a noccu an permit is granted for a newly constructed building or area or a new lighting system serving a building, area or site isoperated for ❑ normal use, indoor IIghncontras serving ng the building, area or site shall be cortifed as meeting the Acceptance Requirements for Code Compliance In ❑ ❑ accordance with Section 130.4.(a). The controls required to meet the Acceptance Requirements include automatic daylight controls, automatic shut -OFF automatic time switch, of controls, and demand responsive controls. - CA Building Energy Efficiency Stmdards - 2013 Nonresidential Compliance June 2014 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEGNRCGLTI-03E nitirrisod Oen4 t CALIFORNIAENERGY COMMISSION CERTIFICATEOF COMPLIANCE NRCC-LTI-03-E Certificate of Campl fiance -Indoor lighting Power Allowance (Page 1 of 4) P"""'" " Oak Ridge Cabinets New Metal Bldg. WATTS PER (ft') X COMPLETE BLDG. AREA ALLOWED LIGHTNG POWER A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: ❑ CONDITIONED spaces El UNCONDITIONED spaces A. SUMMARY TOTALS OF LIGHTING POWER ALLOWANCES ❑ If using Complete Building Method for compliance, use only the total in columna) as total allowed building watts. ❑ If using Area Category Method, Tailored Method, or a Combination of Area Category and Tailored Method for compliance, use only the total In column(b)as the total allowed building watts (a) (b) 1. Complete Building Method Allowed Watts. Documented in section B of NRCC-LTI-03-E (below on this page) ) ;- 2. Area Category Method Allowed Watts. Documented insection C -lot NRCC-LTI-03-E(below on this page) 2,278 3. Tailored Method Allowed Watts. Documented in section Aof NRCC-LTI-04-0 �����_ 0 TOTAL ALLOWED BUILDING WAITS. Enter number Into correct cell on NRCC-LTI-01, Page 2, Row 1 2,278 0 Check here if building Contains both conditioned and unconditioned areas, B. COMPLETE BUILDING METHOD LIGHTING POWER ALLOWANCE Luminaire Schedule A B Field Inspector C B D TYPE OF BUILDING (From §140.6 Table 140:6-B) WATTS PER (ft') X COMPLETE BLDG. AREA H ALLOWED WATTS -. Complete Luminaire Description (i.e, 3lamp fluorescent troffer, F32TR,. one dimmable electronic ballasti 3 m v Howwattagewas determined E 3. °�' d Total Area: Total Watts. Enter Total Watts into section A, row 1(Above on this page) Primary function area in which these luminalresarelnstalled C-1 AREA CATEGORY METHOD TOTAL LIGHTING POWER ALLOWANCES (C-2 plus C-3) Watts Total from section C-2 2,276 Total from section C-3 0 Total Watts, Enter Total Watts Into section A, row 2 (Above on this page) 2,278 June 2014 I CA Wading Energy Efficiency Standards- 2013 Nonresidential Compliance June 2014 E OF COMPLIANCE -USER INSTRUCTIONSNRCC-LIfFOS-E .ing. (Page 4 of 5) rparate (fighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is only for: CONDITIONED SPACE ❑ UNCONDITIONED SPACE G INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Luminaire Schedule Installed Watts Location Field Inspector A B C D E F G H F+ F� -. Complete Luminaire Description (i.e, 3lamp fluorescent troffer, F32TR,. one dimmable electronic ballasti 3 m v Howwattagewas determined E 3. °�' d u N o d d x m _ =da Primary function area in which these luminalresarelnstalled Pass Fail m Z -' a 6 z °' g» _- v r -Recessed 40.0 0 ❑ 10 400 Office <= 250 sgft. ❑ ❑ F G H ❑ ❑ J K L ❑ ❑ O dOD wN° 2 Type/ Descrlptlonof Lighting ❑ ❑ ❑ ❑ ❑ ❑ W ❑ Control (i.e.: occupancyrsensor, # >1 CN `U CD ❑ ❑ (0 \� CU O U ❑ ❑ ❑ ❑ Location in Building. automatic time switch, of ❑ c i T s � A NO: 13 : ❑ ❑ APR 2 4 2015 ;::❑ ❑ DRAWN BY: dimmer, automatic daylight, ❑ ❑ DATE: 4-23-15 DRAWING NUMBER ❑ ❑ N ❑ ❑ 1 ❑ ❑ INSTALLED WATTS PAGE TOTAL: 400 Enter sum total of all pages into NRCC-LTI-01-E; Page 2 CA Building Energy Efficiency standards. -2013 Nonresidential Compliance June 2014 eparate document must be filled out for Conditioned and Unconditioned Spaces. This page is used only for the. following: CONDITIONED SPACES ❑ UNCONDITIONED SPACES MANDATORY AND PRESCRIPTIVE INDOOR LIGHTING CONTROL SCHEDULE, PAF CALCULATION, and FIELD INSPECTION CHECKLIST '.. DATE BY PAF Credit Calculation' n -, N' T m n Standards Complying With t r• o rs :O, is m �- u m Lighting Control Schedule (,'all that apply, or enter 'E' if Exempted) N 0- v r rho_ c g o A B C D E F G H I. J K L M N O dOD wN° 2 Type/ Descrlptlonof Lighting a Z ��Q W Control (i.e.: occupancyrsensor, # >1 CN `U CD (a . to t LU 0M (0 \� CU O U rI� ' I Location in Building. automatic time switch, of c i T s � A NO: 13 : APR 2 4 2015 JOB #: 14-060 DRAWN BY: dimmer, automatic daylight, Units DATE: 4-23-15 DRAWING NUMBER E3 N etc. ❑ ❑ ❑ ❑ ❑ ❑ .Control Credit PAGE TOTAL (Sum of Column M): 0 IF MULTIPLE PAGES ARE USED, ENTER SUM TOTAL OF Control Credit for all pages HERE (Sum of all Column M): 0 Enter Control Credit total into NRCCATI CI -E; Page 1. 1.§130.1(a,).= Manual area controls;§130.0(b)-Multi Level, '§130.1(c)=Auto Shut -Off,' §130.1(d)= MandatoryDaylfght;§130.1(e)=Demand Responsive; §I40.6(d)= Additional Lighting controls installed to earn a PAF; §340.6fd) =Prescriptive Secondary Sidelit Daylight Controls. 2. Check Table 140.6-A for correct Factor. Iii shah not be traded between conditioned and unconditioned spaces. Asa Condition to earn a PAF, an installation Certificate is Disc inquired to be f7iled out, slywal, and submitted. CA Building Energy Efficiency Standards -2013 Nonresidential Compliance STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEGNRCGLTI-OBE (Ravised W14) CERTIFICATE OF COMPLIANCE Certificate ()f Compliance- Indoor Lighting Power Allowance eparate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: CONELIONED spaces m UNCONDITIONEDspaees June 2014 AISSION NRCC LTI 03-E (Page 2 of 4) -2 AREA CATEGORY METHOD GENERAL LIGHTING POWER ALLOWANCE I Do not Include portable lighting for offices. Portable lighting for offices shall be documented only In section B of NRCC-LTI-OS-E. I Separately list lighting for each primary function area as defined in§300.1 of the Standards. A B C D e:=y. AREA CATEGORY (From §140.6 Table 140.6-C) if. .r WATTS -= uh ALLOWED Location in in Building Primary Function Area per Table 140.6-C a PER (ftp) °,i X AREA (fir) _ +t WATTS one one -.Shop Area Industrial Work Recision 1,20 A 1,698 2,278- rL h'£ p p R. TOTAIS 1,898 Entersum total Area Category allowed watts into section C-bof NRCC-LTI-33-E (this compliance form) 2,278 WATTS CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance June 2014 PERMIT# ,J/5✓D BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR _CpjDF COMPLIANCE , DATE Lo BY I REV. '.. DATE BY V �'z Z �M J co dm LLJ C 0 w 00N 00 G } R O dOD wN° 2 a Z ��Q W U \vft.) >o Q Lo O Q Lf) L 'r- C 04 >1 CN `U CD (a . to t LU 0M (0 \� CU O U rI� ' I OPtiOFE I " i T s � A NO: 13 : APR 2 4 2015 JOB #: 14-060 DRAWN BY: Ckd. 6Y: DATE: 4-23-15 DRAWING NUMBER E3 0