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HomeMy WebLinkAboutB16-0898 021-230-067VICINITY MAP.: N.Iso" .S. u b GENERAL NOTES I. ENG'NEER'NG DES!GN LOAD5 ROC= LIVE LOAD: M'N!'S PER G�G ABLE 16074.!WIND LOADING BASED ON: !!C=.»/EXFOS:RE 'C' 51TE CATEGORY: D SE!5MIC ! P GRTANCE FACTC,.0 5s = C.598 5' = 0.214 5D° C.338 5DS = 0.52" SDC = 'D 5cR5 05"!R�/OSGEF/LIGWT-FRA!` =_ WALL W/ WCC::) S.=- Cs = C.!5C� FRAr'E / =0.1625;BRACE ANALYSES BY ECUIV4LEN7 LATERAL FORGE METWOD 2. CON57RJCTION SWALL CON=CFZ1 TO TWE5E PLANS AND ALL AP°JLIC4eL E CODES AND LOCAL ORDINANCES iNCLUDING TWE FOLLOWING: 3 B 20'CALIFCRNIA STATE UILDING GCDE, TITLE 24, PART 2 20:3 CALIFORNIA STATE ELECTRICAL CODE,T!TLE 24, PART 3 2013 CALIFCRNIA STATE MECWANICAL CODE, TITLE 24, PART 4 20'", G G R IA STATE- c1,.M1 ! NG GCDE I TITLE 24 , FART 5 20i, CALIFORNIA 57471 E EN_5Y CODE, 24, PART 6 2013 CALIFORNIA STATE FIRE CODE, TITLE 24, PART 9 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 3. STEEL BUILDING SW4LL BE DESIGNED BY CTWERS TO GBC AND MBMA REQUIREMENTS. MANUFACTURER SWALL PROVIDE SWOP DRAWINGS AND CALCULATIONS AS REQUIRED BY LOCAL BUILDING ::)E1ARTi-FENT. 4. EACW SUBCONTRACTOR 5W4LL EXAMINE TWE PLAN5 CAREFULLY W!TW RESPECT TO ADJOINING WORK. ANY CONFLICTS 5W4LL BE REPORTED TO TWE ENG!NEER PRIOR TO TWE B=G!NN!NG CF WORK. 5. TWE SEAL AND 5'GNATUR= FOR 7WE5E PLANS APPLIES ONLY TO TWE DESIGN ON TWE BJ`LD!NG CC`"PONENTS AND FEATURES SWOWN AND 5PECIFICALLY DETAILED ON THESE PLANS AND 15 NOT INTENDED 45 THE SEAL OF TWE ENGINEER Ct R_CORD FOR TWE ENTIRE PROJECT. DEFEND SUBMITTALS I. T45 e'J!LD!NG 15 TO BE EG"JIPPED T WROUG-WOUT W!TW AN AUTO -1ATIC FIRE EXT!NGUISWING 5"57E1'I CCN=05Z"1!NG TO CBC CWA=TER ?, TWE GALI�CRN!A FIRE CODE AND NMPA-13. 2, PLANS AND 5==CiF'CATION5 FOR FIRE EXT'NGU15W'NG SYSTEM, ALAR"'! SYSTEM AND OTHER RE.OIJ'RE EQUIPMENT SWALL BE &J51-7. ED TO CRANDALL ENG!NEER'NG AT LEAST TWREE WEE<5 PR!CR 10 TWE INSTALLATION Cr: ANY COVER: D ECU!=EVENT. 3. CRANDALL ENG'NEER'NG WELL REVE'W TWA PLAN5 AND 4CEG'F'C4TfONS, AND W"EN A=PROVED, FORWARD THE"'' TO TWE BUTT_E COUNTY BUILDING DEAAR-7-•ENT I`CR FINAL APr"+CVAL. — W. EYANS REIMER ROAD I - l oil I {� l� li I X/ It F! ,i EXISTING WALNUT IM II oRCWARD li I l; I M;;j 4804 ACt �► >l� �) Ip � Illw I IIS r1�7 QI� �I I jZ 171 �'u ul Il lil l I� 11 it I _SEE DETAIL TO R!GWT EFOR THIS AREA 7�j 61TE FLAN: 1" � 400' BUTTE COUNTY AFN: 021-230-06i-000 SPECIAL INSPECTIONS I. REQJIRED SPECIAL IN5EEGTICN5 5W4LL BE PER�OR! ED B'1' AN INDEPENDENT 5PEC14L INSPECTOR PER GWAPTER 11 OF TWE CBC AND LOCAL BUILDING DEF'ART'r'ENT REGU!REMENTS. 2, TWE SPECIAL INS=ECTOR SWALL BE W!RED BY TWE OWNER AND APPROVED BY TSE ENGINEER, 3 SPECIAL INSPECTOR CERTIFICAT+ONS SWALL BE SUBMITTED TO TWE BJILDiNG DEPARTMENT 1U7) 4 TWE FER`"IT APPLICATION. THE SPECIAL IN5PECTCR MU5T BE APPROVED B`' TWE BUILDING DEPARTMENT PRIOR TO BEGINNING CONSTRUCTION, 4. ALL IN6=ECTCR'5 WANDWR!TTEN LOGS SWALL BE AvAIL41?LE ON TWE JOB5ITE FOR REVIEW BY BUILDING DEPARTMENT FIELD INSPECTORS. 5. COPES OF ALL INSPECTOR REPORTS 5HALL BE FILED W!TW TWE LOCAL BUILDING DEPARTMENT AND CRANDALL ENGINEERING, REPORTS SWALL BE FILED WEE<LY DUR!NG CONSTRUCT!CN, REPORTS SWALL NOTE ALL D!5CREP4NC!E5 WWETWER CCRREGTED OR NOT. rl TWE P P- E G MIT A FINAL P �� I T WA SUB '11T - TW R T .� INS., GOR 5 LL M T N .- F. J�G � E 6. U .. GO LE O G O SIGNED REPORT GTAr !NG WL!ETuER NE WORK RCQUIRING C „ IA.INSPECTION WAS, TO TWE BEST OF TWE INSPECTOR'S <NCWLEDGE, PERcORMED IN CONFOc;ZIANCE TO TWE APPROVED PLANS AND SPECIFICATIONS AND TWE APPLICABLE WCR<MANSW!P PROv151ON5 O= TWE CUBIC AND/OR IGC REPCRT. 1 SPECIAL IN5=ECTI0N WILL BE PROVIDED BY: APPLIED TESTING CONSULTANTS 3060 THCRNTREE DRIVE, STE 10 CW!GO, GA Q5913 FPWONE (530) 891-6625 b 5PEC14L INSPECTION 15 REQUIRED FOR TWE FOLLOWING ITEM5 AND PROCEDURES AS NOTED. HIGH STRENGTH BOLTING: A. INSTALLATION OF NIGH STRENGTH 5CLT5 51­44LL RECEIVE IN5PECTICN IN ACCORDANCE WITH AISC 360 AND CBC TABLE 11043. B. ALL 141GW STRENGTW BOLTS ARE TO BE INSTALLED USING "TURN OF TWE NUT" METHOD SPECIFIED IN THE 13TH EDITION OF TWE AI5C 5PECIFICATICN FOR STR'JC T URAL JOINTS USING 45TM 4325 OR 14490 BCLTS". PERIODIC MONITORING OF BOLT TIGWTEN!NG IS ACCEPTABLE WWEN USING "TURN OF THE NUT" MET -ICD. B. IN5-ECTCR 5W4LL VERIFY TWAT ALL BOLTS AND WA5WERS CONFORM WITH TWE REQUIRED SPEG!FIGATICN. C. INSPECTOR SWALL VERIFY TWAT T1,4= ME`15ERS TO BE CONNECTED ARE PROPERLY ALIGNED PR;OR TG TIGHTENING. D. TE5TER 5W4LL OBSERVE TWE CALIBRATION PROCEDURES WWEN RECU'RED B'" TWA ASTM SPECIFICATION (A325 OR A49O) AND MONITOR TWE INSTALLATION OF SOUS TO DETERMINE TWAT ALL FLIES Cr CONNECTED MATER;4L WAVE BEEN DRAWN TCG-ETWER. 0 O �9 i>i 1 Q; ' I l If1 EXISTING WALNUT ORCHARD ll j�11 l 1 xl EXISTING DRAINAGE 1 IIS Iwl j'' IPE TO DITC►{ 89 198' 59 EXISTING EXISTING WELL ! _ I TR'JC< RAMP Iz y I+ I CONCRETE ----�� TAN<,C�I I 1 ILj CI' xrE) _..---------------_----------- I ` { , ii X(E) --'-- _ -.- --- ---------- I EXISTING GRAVEL DRIVEul - X . ... TE { i _ EXISTING �/u w u ,u r z EXISTING BUILDING& _-.-...aw. x(E) + �i z GRAVEL /d z 7 48155 SF. TOTAL!, ui Il " DR!VE /Q /a'_z Q. a I +:, 0 .I x uU LL, ; u' � � �� + • ' . � , W !----------�Q O O O Qi 9 . GROUP 51 OCCUPANCY 1 1 EX NGS ttt// l s�n'� T)'t W aI '"'"" 30,922 5F. i 1 ^ IST1 , . r (L 161 /�'�� �x(EI ! I t l /0 I I "'Ft, EXISTING'7/77//� w ��- / 1 EXISTING SEPTIC_ �� I POOL �) ! EXISTING GRAVEL DR!vc I II L- / j :� .. ,• RESERVE' I` SEPTIC RE5' 2VE F -TIC 1__- _ - _ -- - - -- — ✓ ---. - __-.i.1.1�..: ---- 1 ..�, ---f�_T�7�-ii....�-f.� Jam.._,. -1�._r � _�-�- -. ._ r-- - EXISTING DRAINAGE DiTC!-I j I "EXISTINGXIST!NG DRAINAGE DiTGN 12' X20' j 1 CONCRETE SLAB CONCRETE 1 1 1 APRON 1 61, 341' 45'. It�.l CONTOUR INTERVAL ■ 2.0' X SOIL LOSS 4 STORMWATER POLLUTION PREVENTION 1. NO SOIL DIC-TUR-03ANCE 5WALL OCCUR PR OR TO CBTA!NAING A BUILDING OR GRADING FERM!T. 2, PARTY RESPONSIBLE FOR It-1PLEf'!ENTA7CN OF 5?C1ZMW4TER AND EROSION CONTROL FEATURES SWALL BE! NORTW VALLEY BUILDING SYSTEMS CONTACT: ANDY WOOD 30 SEVILLE COURT CW!CO, CA X5928 PWCNE: (530)345-12?0 - EROSION CONTROL MEASURES SWALL BE IN PLACE BETWEEN OGTCBER IS AND APRIL 15 AND WHENEVER RAIN 15 FORECA5T FOR T�-=_ PROJECT V!CIN!TT'. 4.CCN5TRJCTION 5WALL BE SCHEDULED AND EXECUTED IN A MANNER TWAT LI`"!TS BOTµ SOIL ERO5!ON AND POTENTIAL STG Z 1, WATER FOLLUTICN AS REQUIRED BY TWE CALIFORNIA GREEN BUILDING CODES 5TANDARD SECTION 5-!06. 5. T' �r� I T NFCR*^ �, W TW- 'BE 5-1 MEASuR_S NOTED SHALL BE IM LEM_NTc I L TO MANAGEMENT PRACTICES' (LMP'S) OUTLINED IN TWE CALIFORNIA 5TOR1, 1 WATER QUALITY A55OCIATION WANDBOO<, NOVE"''BER 2009 EDIT!CN. 6. ANY SOIL TRAC<ED FROM THE SITE INTO THE PUBLIC STREET 5W4LL BE CLEANED UP AT TWE END CF EACH WORK DAY, i. INACTIVE SOIL STOC<PILE5 51,4AL L BE COVERED. ACTIVE SOIL 5TOC<PILE5 5W41_11_ BE COVERED PRIOR TO ANY FORECAST R41N EVENT. 8. EROSION CONTROL MEASURES SWALL BE MAINTAINED FCR TWE DURATION OF CONSTRUCTION OR UNTIL ALL EXPOSED SOIL IS COVERED W!TW PAVING, VEGETATION OR OTWER FIN151-1 5UR-ACING 45 5141OWN ON TWE PLANS. Q. WA5HING OF CONCRETE EQUIPMENT AND TOOLS AT ANY LOCATION OTHER TWAN TWE DESIGNATED W45W-CUT SW0,1,N ON TWE PLANS 15 A VIOILATION OF LAW AND SUBJECT TO FINE, 10. REQUIRED 501L EROSION AND 5TORM WATER POLLUTION PREVENTION MEA5URES SHALL BE AS FOLLOW: A. CONSTRUCT TEMPORARY CONCRETE WASW-OUT AREA. CON5TRUCTION, OPERATION AND DISPOSAL 5W4LL CCNFCR'"' WITW CASQA BMP B. EXISTING GRAVEL ROAD WILL PROVIDE ADEQUATE CONSTRUCTION ENTRANCE/EXIT ;:OR TH15 PROJECT. C. CONSTRUCTION 51TE 15 ADJOINED ON DOWNSLOPE SIDES BY EXISTING CRCWARD5. ORCWARD WILL SERVE 45 SETTLING AREA FOR TRAPPING ANY SILT IN RUNOFF. D. DISTURBED AREAS WILL BE COVERED I.UITW CONCRETE SLAB WWERE 5WOWN ON PLAN OR 6" MINIMUM OF DUST -FREE GRAVEL FOR FINAL SURcAG!NG. SITE DETAIL: I"=60' 6° BLAC< CONCRETE LETTERS ON WASHOUT BAGKGROJND j \1 T 3'X 2': - PLYWC0D 5'G -N 2x'2 RAME WELD FIRMS IN W!TW IX2X24" 574<E5 A' eCTW 51DE5 NOT `1CRE ?WAN 6' O.C. FCR FULL PER METER 10 I�IMI G..n CGN LINER W 1 n GE5 cccD .., A 12.1 , L �E� 4 SEALED Ix2x24" 574<E5 EA SIDE OF FRA! -!E DETAIL. A RM Q� 1 2X12 FRAME WELD FIRMLY IN PLACE WITH IX2X24" 5T4<E5 AT BOTW SIDES NOT MORE TWAN 6' O.C. FOR FULL PERIMETER 10 MIL v1SQUEEN LINER WITW �DGES LAPPED 12" 4 SEALED _IINJI DETAIL. 8 KEY 7-11 EXISTING BUILDING ��PRCP05ED BUILDING- - CURRENT PROJECT. .d X(E) EX!5TING BUILDING EXIT TO RE 1A!N. n x n PROPOSED BUILDING EX'." TE EXISTING S x!O' TRASH ENCLOSURE. < PLO' 'L NE ;N EX157!NG 6.' DITGW DIRECT!CN 0= EX!5T'N5 Cv=R_ANri 5�E=` GRA'"iA/�E NOT TO BE A_T=RcD BY G'JRREN' GQOJEGT. PROJECT ADDRESS: 459 W. EYANS RE MER ROAD GRIDLEY, CA 95948-0211 PROJECT OU NSP GERALD A. FILLMORE 459 W. EYANS REIMER ROAD GRIDLEY, CA 95948-0211 ow, 0 1 • I iu�ex o� �rawiu�s C1 6 1 TE f=>L AN Al FL00" FLAN 42 IELEVATICN6 43 SECTION6 Z:)ETAIL5 51 FOUNDATION FLAN PREFABRICATED STEEL BUILDING CERTIFICATION: PLANS AND ENGINEERING BY BUTLER MANUFACTURNG FOR JOS NUMBER 16-005921 HAVE BEEN REVIEWED AND ARE COMPATIBLE WITH THE OVERALL DESIGN OF THIS PROJECT. I X/ ,i { d i i i 3'X 2': - PLYWC0D 5'G -N 2x'2 RAME WELD FIRMS IN W!TW IX2X24" 574<E5 A' eCTW 51DE5 NOT `1CRE ?WAN 6' O.C. FCR FULL PER METER 10 I�IMI G..n CGN LINER W 1 n GE5 cccD .., A 12.1 , L �E� 4 SEALED Ix2x24" 574<E5 EA SIDE OF FRA! -!E DETAIL. A RM Q� 1 2X12 FRAME WELD FIRMLY IN PLACE WITH IX2X24" 5T4<E5 AT BOTW SIDES NOT MORE TWAN 6' O.C. FOR FULL PERIMETER 10 MIL v1SQUEEN LINER WITW �DGES LAPPED 12" 4 SEALED _IINJI DETAIL. 8 KEY 7-11 EXISTING BUILDING ��PRCP05ED BUILDING- - CURRENT PROJECT. .d X(E) EX!5TING BUILDING EXIT TO RE 1A!N. n x n PROPOSED BUILDING EX'." TE EXISTING S x!O' TRASH ENCLOSURE. < PLO' 'L NE ;N EX157!NG 6.' DITGW DIRECT!CN 0= EX!5T'N5 Cv=R_ANri 5�E=` GRA'"iA/�E NOT TO BE A_T=RcD BY G'JRREN' GQOJEGT. PROJECT ADDRESS: 459 W. EYANS RE MER ROAD GRIDLEY, CA 95948-0211 PROJECT OU NSP GERALD A. FILLMORE 459 W. EYANS REIMER ROAD GRIDLEY, CA 95948-0211 ow, 0 1 • I iu�ex o� �rawiu�s C1 6 1 TE f=>L AN Al FL00" FLAN 42 IELEVATICN6 43 SECTION6 Z:)ETAIL5 51 FOUNDATION FLAN PREFABRICATED STEEL BUILDING CERTIFICATION: PLANS AND ENGINEERING BY BUTLER MANUFACTURNG FOR JOS NUMBER 16-005921 HAVE BEEN REVIEWED AND ARE COMPATIBLE WITH THE OVERALL DESIGN OF THIS PROJECT. WIL©M DATA - 2013 CZ�C. OCCUPANCY GROUP': PI (FOOD PROCESSMCs) 81 (WAFMWOUSE) TYPE OF CONSTRUCTION: 115 - WITH SPfaNKLER5 LOCATION ON PROPERTY: NORTH: 2,4001t TO PL EAST: 45' TO EXISTING RESIDENCE SOUTH: 60't TO PL WEST% 15't TO 10L FLOOR AREA: PROPOSED FLOOR AREA EXISTING BUILDING, GROUP F) OC 4::UPANCYt 9,796 OF. GROUP Sl OCCUPANCY: 38,362 OF. TOTAL: 48,88 OF. PROPOSED ADDITION: GROUP SI—OCCUPANCY: 1,564 SF. TOTAL AFTER ADDITION: GROUP FI OCCUPANCY: 9,196 OF. GROUP Sl OCCUPANCY: 45,926 8F. TOTAL • 55,122 OF. ALLOWABLE AREA BASE AREA$: GROUP F1 OCCUPANCY: 15,00 S.F. GROUP SI OCCUPANCYt 17,500 8F. If • 0'15 FOR MOFFM THAN 30' CLEAR ALL SIDES Is ■ 2D FOR FULLY SPRNKLERED 15UILDNO GROUP FI OCGUPANCYs Aa 15,"00 + (15$00 X 0.73) + 05,$00 X 2.0) • 58,125 OF. GROUP SI OCCUPANCY: Aa ■ 1-1,500 + (11,500 X 0:15) + (TI,500 X 2.0) ■ 65,625 OF. UNITY CHECK 9,186 + 45,926 OZ -1 �— OK 58,125 65,625 WE *WT : PROPOSED HEK:HT • 345' MAXIMUM ALLOWABLE HEIGHT . 55' NUMBER OF STORIES: FTZO MD : 8MGLE STORY ALLOWABLE : SMILE STORY OCCUPANT LOAD: 161 OCCUPANTS (EXISTW-s w 1/ 300 SF.) 26 OCCUPANTS (ADDITION • 1/ 300 SF.) 181 TOTAL. OCCUPANT$ EXITSt 2 EXITS FE-OUKED FOR MORE THAN 50 OCCUPANTS 4 EXITS fV=MD o1 PER 15,000 SF. - Cec C104 9 EXITS PROVIDED EXIT TRAVEL DISTANCE MAXIMUM DISTANCE ■ 90't MAXr1LM ALLOWABLE DISTANCE ■ 900' T�4RE5�4OLD TAC' _E EXIT SIGN !V \ \ [JI 1A '✓u _DING- !ti'ERICR I i i CEIVING PIT (E) \� Of NTER.NAT!ONAL I I� r ACC=SS 771' f' DCCR LGND'NG AR.A TO B= SYC^.Tu i ARS SuRFA G= `'-^•" � CONCRETE CR A.G. PAVING-; ;Tu "'AXI S_O'E Nc- MCF� T -44N 1/4" oER POO7 DETAIL a o❑ EXIT DOOR REQUIREMENTS 1, ALL EXIT DOORS r--W4LL BE OPENABLE FRC'-' TuE INSIDE WM4OUT THE USE OF A KEY, SPECIAL <NCUJILEDGE OR EFFORT. 2. DOOR HARDWARE 5'-44LL CCNFCR"t TO CBG SECTION IOOa' Q AND BE MOUNTED BETWEEN 34" $ 44" 45CVE T"E FiN15uED FLOOR, DOCR 1-d4RDW4RE 5NALL BE SINGLE -E =CRT, LEVER 'PEHARDWARE CONrCz;;�ZING TO CBC 118-404.2'1 AND NOT REQU!RINS TIG"T GRASPING, PINGI-I!NG OR TWISTING- OF TSE WRIST TC OPERATE, 3. T+ -IE BCTTO-`I 10" OF ALL DOORS SuALL uAVE A 5'":OOTN UNINTERRUPTED SUR=ACE TO ALLOW T�4E DOOR TO BE OPENED p,. A W+-+EELC+-IA R FOOTREST W!T�:OUT CATCWINCs OR CREATING A AZARDOUS GCNDIT!CN. r_ -BC ''B-404.2.10. 4. TuE MAXIMUM EFFORT REGU'RED TO OPEN ^vCCRS (OTi-lER T -!AN FIRE DOORS) SCALL NOT EXCEED 5 LBS. CBC I'8-404.2 a 5. EXIT SIGNS 5-4LL BE INSTALLED AT ALL EXIT DOCRWA'!'S AS RECUT D eY CBC SECT'ON 1011.0. SIG -\S 5�44LL BE READIL"' VIS+BLE "RCM ANY DIR-CT'CN 0= EGRESS TRAVEL. 6. ALL GRADE LEVEL EXIT DOORS SCALL BE IDENTIFIED ON THE 'NS'DE W'TL4 TACTr'_E EX'T S�G.tiAGE FC4Z GRADE LEVEL EXITS W T•=01;r RAMP CR CCNFCR^'!' G TO CBC SECTIO'` S'GNS SuALL BE MCJNTED e WEEN 45" AND 60" AFF. c --:GN MARKING S -ALL GONMORM TO r >:C 1118-1103.3, ITEM I. ASL AGGESS'B'_E E'v BANGS SUALL BE iDF NT(F .D AT TI -4E -X- R'CR u; T:? AN✓ `N'ERN4T,CN4L S` `50-1 OF 4CCES5!5!LI7111 S'Gti GC'ti=C;:Z ItiG Tr' GBC SECTION IB -1C3".2.1. S'G--N 5 u 4 L L BE POSTED ADJACENT TO TuE DOOR AT 60" ABCv_ T.4E WALKING 5UR= AGE. (D- (D- 6" CONCRETE APRON W/ 04 v IB" O.G. E.W. r, n 0 C," CONCRETE APRON W/ "4 v Ig" O.G. MOO EXISTING BUILDING P�. CSO f=>LANIV NO HAZARDOUS, FLAMMABLE, OR TOXIC MATERIALS IN EXCESS OF THE EXEMPTED AMOUNTS LISTED IN CBC TABLES 301.1.0) AND 30'1.1.(2) SHALL BE STORED IN THIS BUILDING:. M NO SPACE HEATING OR COOLING IS TO BE INSTALLED AS A PART OF THIS PROJECT. t1V KEY ' EXISTING BUILDING OR STRUCTURE TO REMAIN " EXISTING GONCRETE SLAB -PON -GRAD=_ TO REMAIN ILLI--IiNATED EXIT SIGN PER GBC 10032.5 INSTALL 2A-IC5C FIRE EXTING'JISuER WITS LOCATOR SIGN MOUNTED AT 10' APF, ABOVE NATURAL VENTILATION OF ENCLOSED SPACE ENCLOSED SPACES ARE PROVIDED 074 NATURAL VENTILATION AS REQUIRED BY CBC SECTION 1203.4.1. ENCLOSED AREA EA, UNIT = 1,564 SF, REQUIRED OPENAELE AREA 0.04 X 11,564 SF. = 302.5 SF PROv'DED OPENABLE AREA: 2 £ 16 X 18 516 S.F. (R.U. DOOR) 2 EA 6 3 X 11 42 5F. (MAN DCCRS) 2 EA v I X 8 X_50% = 8 SF. (ROOF VENTS) TOTAL = 626 5F. PROVIDED U � Q U 'Z KLI Lu 3 Jo� Vii! ui ova J w J V tSl V 3 co C� a N W a) V iii J co) 1 JQ^ > V 0 w (7 , aoLu V a rL 13 to 't 0 yam crIN ttL' 0 v coax 0 N�a � W ' i i � 1 v SCALE: NOTED ;JOB NO: � f x028 t ;FILE: C. \Users\GCJser\uesk;oP\'� / 5\1E011 F LLAT Cq_ QpFESSIp,�,� i 32934 EYP. Dle r i �F ClVIL �? a 5/2 /20!6 SHEET OF rJ- !V [JI 1A I i i CEIVING PIT (E) NATURAL VENTILATION OF ENCLOSED SPACE ENCLOSED SPACES ARE PROVIDED 074 NATURAL VENTILATION AS REQUIRED BY CBC SECTION 1203.4.1. ENCLOSED AREA EA, UNIT = 1,564 SF, REQUIRED OPENAELE AREA 0.04 X 11,564 SF. = 302.5 SF PROv'DED OPENABLE AREA: 2 £ 16 X 18 516 S.F. (R.U. DOOR) 2 EA 6 3 X 11 42 5F. (MAN DCCRS) 2 EA v I X 8 X_50% = 8 SF. (ROOF VENTS) TOTAL = 626 5F. PROVIDED U � Q U 'Z KLI Lu 3 Jo� Vii! ui ova J w J V tSl V 3 co C� a N W a) V iii J co) 1 JQ^ > V 0 w (7 , aoLu V a rL 13 to 't 0 yam crIN ttL' 0 v coax 0 N�a � W ' i i � 1 v SCALE: NOTED ;JOB NO: � f x028 t ;FILE: C. \Users\GCJser\uesk;oP\'� / 5\1E011 F LLAT Cq_ QpFESSIp,�,� i 32934 EYP. Dle r i �F ClVIL �? a 5/2 /20!6 SHEET OF rJ- CONCRETE NOTES 1. CONCRETE SHALL BE A COMMERCIALLY AVAILABLE TRANSIT- MIX PROPERLY PROPORTIONED AND DELIVERED TO TWE 51TE IN READY -MIX TRUCKS. AGGREGATE SIZE SWALL BE A MAXIMUM OF 1-1/2" IN FOUNDATIONS AND 3/4" AT ALL OTWER LOCATIONS. SLUMP SWALL NOT EXCEED 4". CURING COMPOUND SMALL BE SPRAYED ON ALL EX'm05ED SURFACES IMMEDIATELY AFTER FINAL TOWELING. 2. ALL CEMENT SMALL GONFOR11 TO ASTM STANDARD C-150. ALL AGGREGATES SWALL CONFORM TO A57M STANDARD C-33. 3. CONCRETE USED FOR FOUNDATIONS AND SLABS ON GRADE SHALL NAVE A MINIMUM 25 -DAY COMPRESSIVE 5TRENGTN OF 3000 PSI. AND SWALL NOT CONTAIN LE55 THAN 5 SACKS OF CEMENT PER CUBIC YARD. 4. ALL REINFORCING BARS 5WALL 5WALL CONFORM TO 457M STANDARD A-615 EXCEPT WHERE WELDING OF REBAR IS RECUIRED WHERE REINFORCING CONFORMING TO A5TM A106 5WALL BE USED. REINFORCING 5WALL BE AS FOLLOWS: 04 BAR AND SMALLER - GRADE 40 (Fy=4000C PSI) 05 BAR AND LARGER - GRADE 60 (Fp60000 PSI) 5. REINFORCING MAY BE WELDED ONLY AS SWO'WN ON TWE5E PLANS. TACK WELDING TO HOLD FOR ALIGNMENT 5NALL NOT BE ALLOWED UNLESS APPROVED BY TWE ENGINEER. PR=_WEAT ALL '1 AND LARGER BAR PER AWS D14 -o2. PREWEAT NOT REQUIRED FOR BAR SIZES =6 AND SMALLER. 6. REINFORCING 5WALL BE LAID OUT TO MINIMIZE TWE NUMBER OF SPLICES. SPLICES IN CONTINUOUS REINFORCEMENT FOR BAR SIZES 03 TWROUGW 'S, 5WALL LAP A5 NOTED ON TWE PLANS Ci A5 FOLLOWS: GRADE 40 REINFORCING 154R5: M!N!MUM OF 40 BAR DIAMETERS. GRADE 60 RE!NFCRCING BARS: MINIMUM OF 60 BAR DIAMETERS. WIRE MESW: 12" C4 2 -WIRE SPACES, WWICWEVER 15 GREATER. WWERE ALL 5AR5 IN A MAT CR SECTION OF A BEAM ARE SPLICED AT TWE SAME LOCATION OR MORE TWAN 12" Cc FRESW CONCRETE 15 TO BE PLACED BELOW TWE, BARS, TWE ABOVE DISTANCES 5W41_1_ BE INCREASED AN ADDfTIONAL 30%. S=LICES IN 5AR5 LARGER TWAN '8 5W4LL BE ONLY AS 514CW'N ON TWE PLANS. 1. UNLE55 SWOWN OTWERIJ15E, TWE MINIMUM CONCRETE COVER FOR REEINFORC!NG 5�4ALL BE 2" EXCEPT WHEN CONCRETE 15 TO BE PLACED DIRECTLY AGAINST EARTH WWERE IT 5WALL BE 3" 8. ALL ANCWCR BOLTS 5WALL CCNFORM WITH A5TM A-301. S. SPECIAL I45PECTICN OF CONCRETE FOR FOUNDATIONS AND SLAP -5 -ON -GRADE 15 NOT RECUIRED PER EXCEPTIONS 1 t 3 TO CBC SECTION 1104.4. CONCRETE SLAB CONSTRUCTION I. CONCRETE SLAB AS SWOLLN ON TWE PLANS 15 TWE MINIMUM TW!CKNE55 AND REINFORCING REQUIRED FOR STABILITY OF STEEL BUILDING AND 15 ADEQUATE FOR NO9Z"1AL COt"'MERCIAL USE INCLUDING PNEU°1ATIC TIRED VEW!CULAR TRAFFIC. 2. CRACK CONTROL JOINT!NG SHOU,N MAY BE ALTERED AT TWE CONTRACTOR'S OPTION PROVIDED TI4E JOINT5 ARE 5PACED AT A=PROX!"^ATELY 16' INTERVALS 1N BOTW DIRECTIONS. T�:E MAXfMLr`. S'=ACING 5WALL IN NO C45E EXCEED 20'. 3. CRACK CONTROL JO'NT5 MAT BE MADE BY EITWER EM:'EDD'NG AN APPROVED N'SERT 5UC�-: 45 ZIP-STR-P CR KEY-KCLD IN TWE GGNCR=TE OR BY 54iJ-CUTTING TWE CONCRETE AS SOON AS PRACTICABLE AFTER PLAC'NG. IF 5AUJGUTI !Nrs IS TO BE USED, CUT DEPTW 5*CULD BE 1/4 OF TSE SLAB 7W!CKNE55 AND CARE MU57 BE EXERG`S_D 50 AS NOT TO CUT WAI9R-IN5, FRA E 7!E5 CR SLAB RE!N=ORCING. 4. UNLESS 5o`C,. 'E D C7WER;,;15E, RE'N=ORC!NG- 5"ALL BE CONTINUOUS 'WR^ Ks ; TuE GeACK-CONTROL JC`NTS. SOIL NOTES 1. FOUNDAT!CN DE5'GN 15 545ED CN IN=CcZ'ATION PROVDED BY NATURAL RESOURCES CONSERVATION SERVICE ON L!NE W/_55'TE ACCESSED ON 2. $CIL CLASSIFICATION 15 LIS ED AS "GR`DLEY TAXADJUNCT CLAY LOAM " OR "G-R!DLEY TAXADJUNCT GLA`. UN!FIED SOIL GLASSIPICATIONS GL OR C�4 CON=OR"!+NG WIT" CBG TABLE !SO62. C L A 5 5 55 MA ERi AL ALLOWABLE SOIL BEAR'NG CAPACITY: 1500 PSP (CBC TABLE !804.2) LATERAL SOIL FEARING CAPACITY: IGC PCr- SLIDING RESISTANCE = 130 P5= OR LESS TWAN 50%. DEAD LOAD 3. TWE 517E I5 RELATIVELY LEVEL AND EXCAVATION WILL BE LI^'ITED TO RE^1OVAL OF Ti4E ORGANIC AND LOOSE MATERIAL. NO STRUCTURAL FILL 15 REQUIRED AND ANY MINOR FILL REGZWRED TO REPLACE OVEREXCAVATION AT SOFT SPOT5, TREE ROOTS, ETC., 15 TO CCN515T OF CLEAN GRAVEL. 4. 5UBGRADE PREPARATION: a. THE BUILDING 51TE SWOULD BE STRIPPED OF ALL VEGETATION, FILLS AND OTWER DISTURBED SOIL. TWE BUILDING PAD SUBGRADE SHOULD BE SCARIFIED AND PREPARED BY ADJUSTING MOISTURE CONTENT TO AT LEAST 211. BUT NOT MORE TH4N 5% ABOVE OPTIMUM TO A DEPTH OF AT LE45T !2" BELOW FIN!SHED 5UBGRADE. b. THE BUILDING AND SLAB AREAS SHOULD BE 'PROOF ROLLED' AND ANY SOFT MATERIAL 5WOULD BE REMOVED AND REPLACED WITH GRAVEL. c. RECOMMENDED MOISTURE CONTENT MAY BE E5TABL15HED EITHER DURING SITE EARTHWORK BY PONDING OR SPRINKLING (PRESOAKING) WITH WATER. TWE DEPTH CF WETTING 5W0ULD. EXTEND AT LE45T 12" BELOW FINISWED 5UBGRADE. 5. ALL BUILDING FOUNDATIONS, FOCTINC75 AND THICKENED SLAB EDGE5 5NALL EXTEND THROUGH ANY GRAVEL FILL AND BE BASED ON FIRM, UNDI5TUR5ED EARTH. MINIMUM FOOTING- DEPTH SW4LL BE AS 5WOWN ON THE PLANS. 6. IF SOIL CONDITIONS ARE ENCOUNTERED DURING CON51 RJCTICN THAT VPFER FROM TWOSE DESCRIBED IN TWE SOILS REPORT, THE ENGINEER SWOULD BE NOTIFIED IMMEDIATELY AND ACTIONS TAKEN 45 DIRECTED BY THE ENGINEER, BUTLERIB 11 STEEL ROOFING WITH FACTORY APPLIED FINISH. COLOR 'COOL SOLAR WHITE" ROOF VENTS \ y BUTLERIB II STEEL SIC)ING WITH FACTORY APPLIED FINISH, COLOR 'COOL 51RCu WWITE' SOUTH IEL E VAT I Oil C.I.P CONCRETE 5TEMWALL COLOR 'COCL BIRCW WWITE' 124'-O" WEE ST r= L r= VAT I ON BUTLERIB I! STEEL ROOPING WITW =A/-Tr]CY Al==l IFP) r-lkll4L_1 r'r!1 /)= NOTE: NOTE: ALL PROPOSED ADDITION EXTERIOR COLORS AND FINISHES WILL MATCH COLORS AND FINISHES OF EXISTING BUILDING. RAMP TO REMAIN COLOR 'COOL BIRCH WHITE' EXISTING CONSTF;WCTION PROPOSED ADDITION NORTH ELEVATION OLCR r k I iI I I II i � O h i EXTEND NEW SIDING TO LAP EXISTING SIDING FOR WEATWER TIGHT SEAM Z Y I Q V) Z O BUTLERIB II STEEL SIC)ING WITH FACTORY APPLIED FINISH, COLOR 'COOL 51RCu WWITE' SOUTH IEL E VAT I Oil C.I.P CONCRETE 5TEMWALL COLOR 'COCL BIRCW WWITE' 124'-O" WEE ST r= L r= VAT I ON BUTLERIB I! STEEL ROOPING WITW =A/-Tr]CY Al==l IFP) r-lkll4L_1 r'r!1 /)= NOTE: NOTE: ALL PROPOSED ADDITION EXTERIOR COLORS AND FINISHES WILL MATCH COLORS AND FINISHES OF EXISTING BUILDING. RAMP TO REMAIN COLOR 'COOL BIRCH WHITE' EXISTING CONSTF;WCTION PROPOSED ADDITION NORTH ELEVATION OLCR r k I iI I I II � O Z Y Q V) Z O S Q W � � I W Z U �W W 0) •� W s wj . FF ?O W cl O ... oC�W 17 w P V i I a d V • �;, ui U) 1 a -in W W a ) C a j�_ v a *W �Qa tu Z tot! { w } Q Q ao a o q � p 0 V Nva 7 j i t ' F SCALE: JOB NO: 14020 �9. LE:C:\Users\PCUser\Desktop\160'1 FILL90RE ADD\011-WORK 2.awg QFtOFESS/pN CIVIL Op C►��f SHEET OF 5 CONTINUOUS GUTTER. FIELD LOCATE D.S. BUTLERIB 11 CORRUGATED STEEL ROOFING WITH FACTORY APPLIED FINISH. I IN 12 8'/2" STEEL 'Z' PURLINS,,w 5't O.C. BY BUTLER 3" (R-10) ROOF INSULATION WITH VINYL BACKING '1 STEEL FRAME BY BUTLERIB If STEEL WALL BUTLER O PANELS WITH FACTORY APPLIED FINISH 8 1/2" STEEL 'Z' GIRT BY BUTLER EXISTING SLAB EXISTING NUT SHELL CONSTRUCT NEW CONCRETE SLAB TO REMAIN STORAGE BIN TO REMAIN gl 6" CONCRETE SLAB EXISTING 6" CONCRETE 04 ®IS" O.C. E.W. SLAB 04 A IS" O.C. E.W. SI CIP CONCRETE WALL ! 1 77777 7=777 -- III-( II III I I i i it I II III !II III �iI-I��i- Ili ►II III IIit, 1=1 III III III III III III III III tII II► III I - II Ill--ill-III (il il{ .iii ; 4"t SAND BASE 10 MIL vlSQUEEN NEAT 54WCUT EX15TING CONCRETE SLAB TO FOI;Z" NEW ---'� UNDISTURBED EARTHTIO FOOTINGS AS REQUIRED KOA 05 X 8" DOWEL tv 24" O.G. SET d" INTO 5/8" ANCHOR BOLTS OR RODS AS HOLE IN EXISTING CONCRETE TYPICAL NOTED FOUNDATION PLAN. BOTH SIDES. NO ADHESIVE OR SPECIAL !N5PECTION REQ'D. Rr.Ih=ORCMG FROM O O FFR ^"ETER FCOT,NG 2 - 65 X 20' REINFORCING FROM CONTINUOUS THROUG 2" HAIRPIN5 PERIMETER FOOTING FRAME FOOTING CONTINUOUS THROUGH ANCHOR BOLTS OR RODS AS FRAME FOOTING NOTED FOUNDATION PLAN. EXISTING EXISTING v CONST. JOINT EXISTING CONCRETE SLAB SLAB TO = 5LA5 TO `n! I WITH 04 £ IS" O.G. E.W. REMAIN 13 - 05 X ?O" SLOPE 2 REMAIN 0 n/— --Hwa.------'.------�ILI �1�, � I"` I i .i•i ! ...•�. ;.t w: p' •� r"• M �, �.�'.• ! I +� =i',-. - I` -a 1 lit I1 ,I 1 t- ! ► f _III -! -i- =1' I � AI_- i +=1 11- i~ - �_I �-1 l I; I —i 4"t GLEAN SAND— _ MIL vISQUEEN �U _ �"—�-- :--f--—_—�,--r-----r—r 1C - 05 x 114" r 1 � � I Id i +� ( j I +— 5-•4 X 66" TOP ( „ i REINFORCING I I — + I I + 1 11 — (1 I 13 - "5 X SO � _ � i�1 -•dX51'r I—_I + I I 1 —ill'— — i !O -'5X114" TRANSVERSE i REINFORCING �, � I yl I I! I I I I i Iii 04 x 36" U _' I I f i—� Iii—I I. 4 X IIA"." „ III—� 5-0 4 X 66" � 1._3 UNDISTURBED EARTH BOTTOM ,� 5'-3" � UNDISTURBED EARTH II 3'-6" 12" RE INFORCING SEC Tlo Nic S cTlo ! NTS E ,3 NTS 43 O ANCHOR BOLTS OR RODS A5 REINFORCING FROM NOTED FOUNDATION PLAN. PERIMETER FOOTING 2" CONTINUOUS THROUGH —� e- OA A3 A HAIRPINS HAIRPIN(5) AS FRAME FOOTING AS SHOWN NOTED ON - — — —,_ — FOUNDATION CONST. JOINT PLAN �6" CONCRETE SLAB WITH 04 IS" O.C. E.W. ANCHOR BOLTS AS• NOTED CN�\FtAME/POST BASE _ U •" — - —' FOVND4TION PLAN POURED WITH FOOTING — I —) i _'0 0 0 • .i•. t. '�• '�; �. 'k` .i „ ��., o , • �� . • ,,, � • • � _ -i I I I=1 I I-, I 1=1 I I-=1 I I- lls:E--_. HAIRPIN AS SHOWN tI I I-1 I I I I I ON FOUNDATION PLAN U _ 4"t GLEAN SAND • j II — 5-04 X 42" TOP SLAB POURED ON TOP / CONSTRUCTION JOINta I —' I ITR 1--t I I --I 11-1 1 1-1 1 1--I_ 1 REINFORCING OF FOOTING WITH CONST. CRACK CONTROL JG1N T �'- I I—III—III III—III— I (— JOINT BOTTOM SLAB. 8„ - • „ i 4 X42 c EQ 5-04 X 42" SPACING. BOTTOM 4'-0" REINFORCING UNDISTURBED EARTH DETAIL cTlO NTS ,43-- Nt8 CONTINUOUS GUTTER- FIELD UTTERFIELD LOCATE D.S. BUTLERIB 11 STEEL WALL PANELS WITH FACTORY _ rn APPLIED FINISH 0 , GIP CONCRETE WALL 0 c<1 NEW STEEL ROOFING 112 GA5KETED ROOFING SCREWS\ 6 12 " O.G. \y NtW r-'Ur<LINS to 5' t O.C. J U 8"t CL R 4"t 12" EXISTING STEEL ROOFING n EXISTING GABLE TRIM TO REMAIN \ EXISTING STEEL SIDING TO REMAIN ANCHOR BOLTS cR RODS AS NEW ADDITION ! EXISTI 3 NOTED FOUNDATION PLAN.` SUILDIN�s 6-04 X 1!d" NEAT SALLICUT W%dERE TOP (� RE QU' RE R=Nr-^RC `NG I ! EXISTING ! EXf5`N5 SLAB` ./ SLAB r,_ - Iii=+ i I I ! I—I + {—I 1-1 ; 05 X 8" DOWEL 24" O.G. SET 4" O I INTO 5/8 HCLE IN EX15TING CONCRETE. TYPICAL EACH SIDE _ NO ADHESIVE OR SPECIAL 1=1 I_I III I INSPECT!ON REQ'D. - =1If=) �I 12 -•4x30" EQ SPACING. J _ I `UND15TURBED EARTH 6-•4X114" III BOTTOM REINFORCING S cT1oN NTS '3 RAMP EDGE OF SLAB AS SHC'WN AT RU, DOOR OPENINGS WHERE REQ'D Q FOOTING AS REQUIRED 6Ez cT 10 il }� t ...-- NTS 12" L BUTLER NOTCH FOR — 21, COLUMN WHERE BUTLER '� OCCURS SIDING I I v ( � 3/4" CHAMFER C() I EXPOSED EDGES " „ 4 m 12 O.C. HORIZONTAL_,- f "4 m IS" O.C. BOTH FACES - 1/2 " ACES 1/2" I 1/2" CLR I' CLR PLACE CONCRETE NEAT AGAINST BUTLER COLUMNS II( INTERIOR HORIZONTAL REINFORCING DISCONTINUOUS OPTIONAL II i AT BUTLER COLUMNS CONSTRUCTION JO;NT " r II I 4 m 1g 6" CONCRETE SLAB O.C. E.W. / WITH 04 m 18" O.G. E.W. - _ ' 4"i GLEAN SAND il 8 - "d CONTINUOUS IN 6 MIL VISQUEEN FOOTING 45 SHOWN 4'-O" UNDISTURBED EARTH Sr=CT ION A EXISTING L NEW ADDITION BUILDING .41 05 X 8" DOWEL m 24" C.c. SET 4" INTO 5/8" NEAT 5A'"'CUT WHERE HOLE IN EXISTING CONCRETE. NO REQUIRE ADHE51vE OR SPECIAL INSPECTION REQ'D. 6" CONCRETE 51 -AB EXISTING WITH 04 m 18" O.C. E.W. SLAB \ N z _/ , -aT�.------- ir -III--I—I_! f—III ,,^.�,s,T`:• •"' .�Z.•RTT ,,, M I 4"t SAND BASE VISQUEEN UNDISTURBED ,Ir 12" 2 -"4 CONTINUOUS EARTH AT EDGE SLAB SECS'ION C NTS RODS MAY BE TACK WELDED TO ANGLE AT I P CO i 12" I BUTLER NOTCH FOR 2" COLUMN WWERE BUTLER '�— OCCURS SIDING CP4"'iF'ER EXPOSED EDGES 04 m 1211 O.C. �I I HORIZONTAL,- "4 BOTH FACES I 112 " 1/2. CLR i II i CLR PLACE CONCRETE NEAT ! AGAINST BUTLER COLUMNS I� INTERIOR HORIZONTAL REINFORCING DISCONTINUOUS AT BUTLER CCLU^?NS OPTIONAL II ; ANCHOR BOLTS ORCONSTRUCTION ODS AS NOTED/V_ JOINT II i FOUNDATICN PLAN. 6" CONCRETE SLAB NI°= 04 m Ig" W!TH •4 m 18" O.G. E.W. l i I - J O.G. E.. U W i JTi cnL, _1 —liN—I — — Ii=1fI=1�f -flf= f1- ��I- 4"t CLEAN SAND U 6 MIL VISQUEEN 8 - 04 CONTINUOUS IN FOOTING AS SHOWN UND'STURBED EARTH SECS'ION �3 NTS EXISTING SLAB I NEW CONSTRUCTION I EXISTING BU ILD INC 10,e3 -O 70, 05 X 8" DOWEL m 24" O.C. SET 4" INTO 5/8" NEAT 5AWCUT WHERE HOLE IN EXISTING CONCRETE. NO REQUIRED ADHESIVE OR SPECIAL INSPECTION REQ'D, Co" CONCRETE SLAB EXISTING WITH 04 m IS" O.G. E.W, EXISTING SLAB \ SLAB n 1�=Iii=1 1 i �� — � ' t• � Ii, I l l—; � •I- ; i i l l I -- -�1=-;--1►1� _I �_ I -III f f i, I �_I= 4"•_ SAND BASE I I i--1 I (_—� (— I i !-- vISQUEEN - UNDISTURBED 12" 2 -"4 CONTINUOUS 1 12" 01 EARTH AT EDGE SLAB SE C:T I ON � NTS CJ' JOINT )TE: .RTICAL LEG OF ANGLE SWARDS INTERIOR OF IILDING. TYPICAL SLAB POURED ON TOP OF FOOTING WITH CON5T, JOINT BOTTOM SLAB 3A5E FOOTING ISID ANCHOR ROD AND BOLT KEY MARK 0 - BOLT DIAMETER TYPE E C NOTE A B C 3/A° 2 10" NA D N' 1 12" 3" E 1" 2 12" NA F 1 1/4" 1 16" 4" G I 11/4" 2 16" NA 2 24" NA� I 1 Co" CONCRETE APRON W/ 04 m 18" O.G. E LU. 10 2._6.. w -' I • 81 I S1 '" A3 A ice A3 { gi inl � I I I / � IG � � III •• O I I 2, - '5 X 20' CONT - Sl I ! CO1,7iNU elf HAIRPIN I 4g. HAIRPINS EACH I I I FRAME G le I �I� B tI •. .•• 1 CRACK l I CONTROL ( _ i JGINT5 0 � I 2-"4X10' CONT,'NUOUS I �9 •� HAIRPINS AT ENDWALL COLS �' I • 4Q'-o°t I I N, SI vI i - mQ I** _j Y_ X \ . - , . 0" * 4 1 1 I tr ZD II ° v' II a I I I I :w IIB I :•:• ii " :: 0 SI I I ; u,d X ON'T NEAT SAWCUTHAIRPIN• H \ I A G EXISTING CONCRETE I'I A C 77 7T -T 0 , 0- (o" (o" CONCRETE J • It •rp 'EXISTING CCN R TE,APRON TO REi"AIN APRON W/ "4 m IS" C.C. E.W. I) PROVIDE WITH L2X3X3/8" SHEAR ANGLES. SEE DETA'L5 I t S) PROJECTION PER ASTM A301, ASTM A301 GRADE C GRADE C J' OR 'L' SHAPED BOLT DING BAN ' ACTURER \ ALLTHREAD FF v y"I— �z FF �,'• ' �..: y t 2 -HEAVY HEX HEAD " NUTS WITH STANDARD TYPE I ANCHOR. ' y fDE 2 ANCHOR WASHER BETWEEN PROPOSED ADDITION EXISTING 20'-C" 24'-0----------------- _" I' -C i 60'-C" BL TO BLlie I'_O 21' i 61'-2" OUT TO OUT OF CONCRETE 47 2 3 � 11 FOUNDATION FLANN SEE ANCHOR ROD/BOLT KEY TO LE=T M co � 1 AUC) 0 N coag ,a 0 Nva 'SCALE: NOTED 1,1108 N0: 14028 ,717 C: \7se,5\PCU5er\0eskt0p\16011 RILMORE AD0\011-W0RK2.dwg SHEET t�oa ftjPrUCf+ St 5prucf% n I Gridley sycamcwe St, b Jay Dr IAa3notia .>t � ' ' e n "t Norman Laur+�l St ) T , � 2 + a Cr : LQCUSt rtt 5tArcher i, r, ,! !Asr I A-.4% Little Ave; =r - o y 'D m Sheldon Ave v S Zr T ,v i y�r Liberty Pd ^ Lalrn+i Dr FIONjrt l rt Nielecr Ave _. Peterson Ave.'s � , E C) ! r I ! � Z7 ` 1'vr+fi_t Ave za _ PROJECT a' SITE Fagan Feimer Fd EtvansRv ans VICINITY MAf=.-, N.T.S. GENERAL NOTES I. ENG!NEER'NG DESIGN LOADS ROOF LIVE LOAD: M!N!MuMS PER GBG TABLE 160"A.I WIND LCADING BASED ON: 11C MPH/EXPCSURE "G" SEIS"^!G DESIGN: SITE CATEGORY: D RISK CATEGORY: II SEISMIC IMPORTANCE FACTOR: 1.0 Ss 0.598 5! � 0.2"d SD! 0.338 SD5 0.52" SDC S=RS WALL W'/ WOOD S.P. Ce = C.1509 FRA"E / =0.1625 BRACE ANALYSES 5` EQU!VALENT LATERAL FORCE METHOD 2. CCNSTRUC7ICN SHALL GONFGR 1 TO THESE PLANS AND ALL APPLICABLE CODES AND LOCAL ORDiN4NCE5 INCLUDING THE FOLLOWING: 2C13 CALIFCRNIA STATE BUILDING CODE, TITLE 24, PAR"" 2 203 CALIFORNIA STATE ELECTRICAL CCDE TITLE 24, PART 3 20i3 CALIFORNIA STATE MECHANICAL CGDE, TIT LE 24, PART 4 2C13 CALIFORNIA STATE PLUMBING CODE, 7!7LE 24. PART 5 2013 CAL!FORN!A STA7E ENERG511 CGDE, TITLE 24, PART 6 2013 CALL=ORNIA STATE FIRE CODE. TITLE 24, PAR- 9 2013 GALIFORN!A GREEN BUILD!NG S74ND4RD5 CCDE 3 STEEL 5J!LDING SWALL BE DESIGNED BY OTHERS TO CBC AND MBMA REGu',RE"'•EN T S. MANU=ACTURE R 5w4LL =ROV'DE S -IC= DRAWINGS AND CALGUL47;ONS AS REQUIRE^. BY LCC -41- BU!LD!NG DEP4R^1EN7. 4.EACu 5j5C-0N7;SHAD EXAM.NE TuE PLANS CAREFUL L' W!TW RESECT TO ADJO'N!NG L)OR-< ANY CCN=_!G?S SWA'_L BE REPORTED TO 7WE ENG'NEER PR'CR TO THE BEG- NN!NG OF WCRK. 5. TSE SEAL AND 5!GN47URE FOR T+- E -5E PANS A==LIES ONL", ?G TSE .•.E..iGN ON T uLCIN,,s CO..N_NT., AND F_ATURES 5'W.iJN AN;. S EC =CALL` DIE -AILED ON 7HE5E PLANS AND 15 NOT IN'ENDED 45 -WE SEAL C= ?HE ENG NEER C= RECORD FCR Tt:E ENr!RE PRCJEC`. DEFERRED SUBMITTALS 1. TH!5 BU'LD'.N!.- 'S TO BE EQ'J!PF'ED THROUGWO'UT WITH AN AUTOMATIC FIRE EXTfNGU!SH!NG 5YSTEM CCN=CR^"ING TO CBC CHAPTER 9, THE CALIFORNIA FIRE CODE AND NEPA-13. 2, FLANS AND 5AEC1=IGATIC145 FOR FIRE EXTINGUfSHING SYSTEM, ALARM 5Y5TE1"! AND OTHER REQUIRE EQUIPMENT SHALL BE 5U5MI77ED TC CRANDALL ENG!NEERING AT LEAST THREE WEEKS PRIOR TO THE INSTALLATION OF ANY COVERED EQU!PEr'1ENT, 3. CRANDALL ENGINEERING WILL REVIEW THE PLAN5 AND S=EC!FICATION5, AND W'I-4EN APflROVED, FORWARD THEM TO TWE BUTTE COUNTY BUILDING DEPARTMENT FOR FINAL APPROVAL, W. EVANS REIMER ROAD LSI I� I�1I I� II 1' II l EX!ST!NG I� III WALNUT IM �,,I ORCuARD I+ I''I Ir I I H 48.04 ACt tr*�I'I� �11m 0 p l'I; ily I QI� fly �I� (IZ zl� IX X I I I U1 lit l fl I I I I I I tl�l I `_.SEE DETAIL TO R!GUT FOR Tt-115 AREA EXISTING DRAINAGE 'PIPE TO DI7G14 40g' APRON --- ^`.�` 1 7AN?G IQ ' X(E) _...�--_---\----------_ __-------------- --�, i EXISTING GRAVEL DG!VE �� I --------TE ® - ` CEJ ,�, }.. ;)- �'• t, _,i � •--- EXISTING r� j� « EXISTING I�UILD{ X(E) f_ z D Av M 46,i�S OF. TOTAL[/' I. 1 ,�. o UX U, (Y u u h w I o 13,,• . I f �I'1 Li `t 0'`n O ( O O G=rOU 51 OGGUPAVGY I �j` I ,• -- � � _,� ; � v � ;;�. v� '"" 3o Q2a t s.F. EX STINC•s� I m I (L,m a- r Q_�m z i RESIDENCE[ ..___ t (61 / (L j } I-- � ' $ _ � / I -, + •'' ! EXISTING i ! ..., ,....d..-.._...,.. ..r...x.,.•�.,.I I + WELLS �. X �..�� )<{E)I EXISTING SEPTIC 1 I POOH \`\ EXISTING Exi6*F 0, „r` SITE PLAN: P=4001 BUTTE COUNTY APN: 021-230-061-000 lJV CONTOUR INTERVAL ■ 2.0' SPECIAL INSPECTIONS !. REQUIRED SPECIAL INSPECTIONS 5H41LL BE PERFORMED 5Y AN INDEPENDEN? SPECIAL INSPECTOR PER GHA'=TER I'' GF THE GBG AND LOCAL BUILDING DEPARTMENT REQ'J!REMENTS. 2. THE SPECIAL INSPECTOR SHALL BE HIRED BY THE OWNER AND APPROVED BY THE ENGINEER. 3. SPECIAL 1N5PECTCR CERT!FIGATICNS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT W17H THE PERMIT APP':ICATION. THE SPECIAL INSPECTOR MUST 5E APPROVED BY THE BUILDING DEPARTMENT PR1GR TO BEGINNING coNsTRJcrION. 4. ALL INSPECTOR'S HANDtiiR!TTEN LCOS SHALL BE AVAILABLE ON THE JOB5iTE FOR REVIEW BY BU!LO!NG DEPARTM-NT FIELD IN5PEG7CRS. 5. COPIES CF ALL INSPECTOR REPORTS SHALL 5E FILED WITH THE LOCAL BU'LDING DEPARTMENT AND GRANDALL ENG!NEER!NG. REPORTS SHALL BE FILED WEEKLY DURING CONSTRUCTION. REPORTS 5=!4LL NOTE ALL .. D!SCREPANGfES WI TETHER CORRECTED OR NOT. rc. UPON GGMPLETICN CF THE PROJECT, THE INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER ?HE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST O= ?WE !NScEGTGR'S KNOWLEDGE, PER=OR`'E7 IN GON=GRMANCE TO THE APPROVED PLANS AND 5=EGIFIG4TiGN5 AND THE AcoL!GASLE WORG^14N511!P PROVISIONS OF THE CUBIC AND/OR ICC REPORT. ". SmEG!AL INSPECTION WILL BE PROVIDED BY: APPLIED TESTING CONSULTANTS 3060 THGRNTREE DR! VE, STE 10 GH!CO, GA 959"3 PHONE C530J 89!-6625 8 SPECIAL !N5PECTICN IS REQUIRED FOR TWE FOLLOWING ITEMS AND 1'RCCEDURES A5 NOTED. HIGH STRENCsTH BOLTING: A, INS': ALLATfON OF H!G--" STRENGTH BOLTS SHALL RECEIVE (NSPEG?!ON IN ACCORDANCE W!TH A15C 360 AND CBC TABLE 1104.3, B. ALL W'GW STRENG?N BOLTS ARE TO BE INSTALLED USING "TUBI Or THE NUT" METWOD SPECIFIED IN THE 137H EDITION OF TI rE AISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM 4325 OR A490 BOLTS". PERIODIC MONI TCR!NG OF BOLT TIGHTENING IS ACCEPTABLE W !EV US!NG "TUBI Cr- T WE NUT" M=T -10D. B. INSPECTOR S -ALL VERIFY TEAT ALL BOLTS AND WAST-iERS GGN;=CR^" W'!T'! THE REQUIRED SPECIFiGATIGN. C. INSPECTOR SHALL VERIFY THAT THE MEMBERS TO BE CONNECTED ARE PROPERLY ALIGNED PRIOR TO TIG*-fTEN!NG, D. TESTER SHALL OBSERVE THE CALIBRATION PROCEDURES WHEN REQUIRED BY THE ASTM SPEGIFIGAtiON (A325 OR A490) AND MONITOR THE INSTALLATION GF BOLTS TO DETERMINE THAT ALL PLIES OF CONNECTED MATERIAL HAVE BEEN DRAWN TOGETHER. X� 501E L055 t STORMWATER POLLUTION PREVENTION !- NO SOIL DISTURBANCE SHALL OCCUR PRIOR TO OBtA!NALN.G A BUILDING OR GRADING PER'"1!T. a. PARTY RESPONSIBLE FOR IMPLEMENTATION OF STORM'WATER AND EROSION CONTROL FEATURES SHALL BE: NORTH VALLEY BUILDING S'�'STEMS cGNTACT: ANDY wooD 3G SEVILLE COURT G1-I1GG, GA 95928 PHONE: (530)345-12(26 3. EROSION CONTROL MEASURES SHALL BE IN PLACE BETWEEN OCTOBER 15 AND APRIL 15 AND WWENEVER RAIN 15 FORECAST FOR T! -IE PROJECT VICINITY, 4. CONSTRUCTION SHALL BE SCHEDULED AND EXECUTED IN A MANNER THAT LIMITS BOM SOIL EROSION AND POTENTIAL STORM WATER POLLUTION AS REQU'REC BY THE CALIFORNIA GREEN BUILDING CODES STANDARD SECTION 5.106. 5. MEASURES NOTED 5W4LL BE !MPLEMENrEG TO CONFOR^` WIT+4 T!4E 'BEST MANAGEMENT PRACTICES' (LMP'S) OUTLINED IN THE CALIFORNIA STORM WATER QUALITY ASSOCIATION HANDBOOK, NOVEMBER 2009 EDITION. 6. ANY SOIL TRACKED FROM ?HE SITE INTO THE PUBLIC STREET SHALL BE GLEANED UP AT THE END OF EACH WORK GAY. ?. INACTIVE SOIL STOCKPILES SHALL BE COVERED. ACTIVE 50!L STOCKPILES SHALL BE COVERED PR!GR TO ,ANY FORECAST RAIN EVENT. 8. EROSION CONTROL MEASURES SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION OR UNTIL ALL EXPOSED SOIL IS COVERED W!TH PAVING, VEG-ETAT!ON OR GTI -EER F(N15W SURFACING AS SG=OWIV ON TI -+E FLANS, 9 WASHING OF CONCRETE EQUIPMENT AND TOOLS AT ANY LOCATION OT«-1ER THAN TH>= DESIGNATED WASH -CUT SHOt:JN Otv THE FLANS 15 A VIOILArION OF LAW AND SUBJECT TO FINE. !O. REQUIRED SOIL EROSION' AND STORM WATER PCLLU? ION PREVENT!GN MEASURES SHALL BE AS FOLLOW: A. CGNSTR'UGT TEMPORARY CONCRETE WASH -CUT AREA. GCN5TQUG7!ON, OPERATION AND DISPOSAL SMALL GCNFCR` WITH CASQA BMP B. EXISTING GRAVEL BOAC WILL FRGVICE ADEQUATE CCNSTRUCTICN ENTRANCE/EXIT FOR THIS PROJECT. G. CONSTRUCTION SITE fS ADJOINED ON DOWNSLOPE SIDES BY EXISTING ORCHARDS. OR :1 -{ARD WILL SERVE AS SETTLING AREA FCR 7RAP�ING AN Y SILT IN RUNOFF. D. DISTURBED AREAS WILL BE COVERED W!TH CONCRETE SLAB WHERE SHOWN ON PLAN OR 6" MIN',MUM OF DUST -FREE GRAVEL FOR FINAL SURFACING. 4"' SITE DETAIL: 6" BLACK CONCRIt rr— ETE LETTERS ON W+•» TE WASHOUT . BACKGROUND DETAIL Ix2x24" STAKES EA SIDE Cr- 3'X 2': PLYWOOD SIGN I 2X12 FRA`?E HELD FIRMLY IN PLACE W'T-7 IX2X24" STAKES A7 BOTH 5:DE5 NC' ''`?GRE THAN 6' G.C. FGR FULL PER�^"ETER 10 M'L V!SCUEEN LINER WITH EDGES LAPPED 1 2" I SEALED 2x12 FRA^^E !-+_.D FiE^'LY IN PLACE W!TH ix2X24' STAKES A" BOTH 5!CE5 NOT T"AN Co' FRAME Kte C 1 O.G. FOR FULL PERIMETER IG MI"� V!5^UEcti LINER ;:j !TH iECG-ES LAF=PED '2" t SEALE.^. DET,41L _ r5-"� 45 3!G- KE�Y -"�7 I`///1 --w/ P^CO`GSED BUILDING - GuRRENT AROJEGT X(E) EX!5`!NG BUILDING EXIT TO RE -14!N. X ,, PROGOSED BU!LCING EXIT TE Z EX!S'!NG 8'XG' TRASH ENG GS'U'RE. FLOWL!NE .N EX!ST'NG DRAINAGE ^✓iTG --- D'REG7iON OF EXISTING OVERLAND SWEET DRAINAGE NOT TO BE ALTERED BY CURRENT PROJECT. PROJECT ADDRESS: 459 W. EVANS REIMER ROAD GRIDLEY, CA 35948-0211 PROJECT OWNER-: GERALD A. FILLMORE 459 W. EVANS REIMER ROAD GRIDLEY, CA 95948-0211 Ir � ) � / � INDEX OF DR4WING5 C1 51TE f=LAN Al FLOOR, f=>LAN 42 ELEVATION6 4.3: -Ir 6ECTION6 4- DETAIL661 FOUNDATION f=>LAN PREFABRICATED STEEL BUILDING CERTIFICATION: PLANS AND ENGINEERING BY BUTLER MANUFACTURING FOR JOS NUMBER 16-005921 HAVE BEEN RE VIEWED AND ARE COMPATIBLE WITH THE OVERALL DESIGN OF THIS PROJECT. 3'X 2': PLYWOOD SIGN I 2X12 FRA`?E HELD FIRMLY IN PLACE W'T-7 IX2X24" STAKES A7 BOTH 5:DE5 NC' ''`?GRE THAN 6' G.C. FGR FULL PER�^"ETER 10 M'L V!SCUEEN LINER WITH EDGES LAPPED 1 2" I SEALED 2x12 FRA^^E !-+_.D FiE^'LY IN PLACE W!TH ix2X24' STAKES A" BOTH 5!CE5 NOT T"AN Co' FRAME Kte C 1 O.G. FOR FULL PERIMETER IG MI"� V!5^UEcti LINER ;:j !TH iECG-ES LAF=PED '2" t SEALE.^. DET,41L _ r5-"� 45 3!G- KE�Y -"�7 I`///1 --w/ P^CO`GSED BUILDING - GuRRENT AROJEGT X(E) EX!5`!NG BUILDING EXIT TO RE -14!N. X ,, PROGOSED BU!LCING EXIT TE Z EX!S'!NG 8'XG' TRASH ENG GS'U'RE. FLOWL!NE .N EX!ST'NG DRAINAGE ^✓iTG --- D'REG7iON OF EXISTING OVERLAND SWEET DRAINAGE NOT TO BE ALTERED BY CURRENT PROJECT. PROJECT ADDRESS: 459 W. EVANS REIMER ROAD GRIDLEY, CA 35948-0211 PROJECT OWNER-: GERALD A. FILLMORE 459 W. EVANS REIMER ROAD GRIDLEY, CA 95948-0211 Ir � ) � / � INDEX OF DR4WING5 C1 51TE f=LAN Al FLOOR, f=>LAN 42 ELEVATION6 4.3: -Ir 6ECTION6 4- DETAIL661 FOUNDATION f=>LAN PREFABRICATED STEEL BUILDING CERTIFICATION: PLANS AND ENGINEERING BY BUTLER MANUFACTURING FOR JOS NUMBER 16-005921 HAVE BEEN RE VIEWED AND ARE COMPATIBLE WITH THE OVERALL DESIGN OF THIS PROJECT. 1 UILONG DATA - 2013 C..5Z. OCCUPANCY GROUP, Fl (FOOD PROCESSING) 61 (WAREHOUSE) TYPE OF CONSTRUCTION= IIB - WITH SPRWLERS LOCATION ON PROPERTYs NORTI4, 2,400'1 TO PL EAST: 48' TO EXISTING RESIDENCE SOUTW: 60'1 TO PL UJEST: 15't TO PL FLOOR AREA! PROPOSED FLOOR AREA EXISTING BUILDING: GROUP Fl OCCUPANCY: 9,196 8F. GROUP 81 OCCIJPANCYs 38,362 S.F. TOTAL] 48,158 8F. PROPOSED ADDITION: CsROUP SI OCCUPANCY( 1364 SF. TOTAL AFTER ADDITION= GROUP Fl OCCUPANCYs 9,196 OF. GROUP 61 OCCUPANCY: 48,926 OF, TOTAL ■ 33,122 OF. ALLOWA15L-E AREA BASE AREAS: GROUP F1 OCCUPANCY= 15300 OF. GROUP 81 OCCUPANCY: r13o0 OF. IF ■ 013 FOR MORE THAN 30' CLEAR ALL SIDES Is ■ 2.0 FOR FULLY SPRhJKLERED BUILDING GROUP F1 OCCUPANCYs Aa • 15,500 + 0300 X 0.15) . (P3,%00 X 2:0) ■ 88,129 8F. GROUP 61 OCCUPANCY3 Aa . 11300 « (11300 X 0.15) + (rl,900 X 2,0) ■ 68,623 OF. UNITY CHECK 9,'196 48,928 ■ 0.611 E— OK 158,125 a 65,625 HE 404T : PROPOSED HEIGHT ■ 345' MAXIMUM ALLOUL45LE HEIGHT ■ 55' NUMBER OF STORIES, PROPOSED : SMG( -E STORY ALLOUJABLE : SINGLE STORY OCCUPANT LOADS 161 OCCUPANTS (EXISTING a 1/ 300 SF-) 26 OCCUPANTS (ADDITION a 1/ 300 SF.) 181 TOTAL OCCUPANTS EXITS+ 2 EXITS REQUIRED FOR MORE THAN 50 OCCUPANTS 4 EXIT'S REQUIRED al PER 1.5,000 8F. - CBG 004 9 EXITS PROVIDED EXIT TRAVEL DISTANCE MAXIMUM DISTANCE ■ 90'1 MAX" ALLOWABLE DISTANCE ■300' DOOR j X J j Q N N / 2 r — Q I Q TWRESWCLD TACTILE EXIT SIGN BUILDING INTERIOR I I 0 INTERNATIONAL ' SYMBOL OF I `� ACCESSIBILITY SIGN01 I DOOR LANDING AREA TO BE SMOOTW WARD SURFACE CONCRETE OR A.G. PAVING) WITW MAXIMUM SLOPE NOT MORE TWAN 1/4" PER FOOT DETAIL L Hra �Al 1 0 EXIT DOOR REQUIREMENTS 1, ALL EXIT DOORS 5W4LL BE OPENABLE FROM TWE INSIDE OTWOUT TWE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. 2. DOOR HARDWARE 5W4LL CONFORM TO CBG SECTION 100alS AND BE MOUNTED BETWEEN 34" s 44" ABOVE TWE FINISWED FLOOR. DOOR HARDWARE SPALL BE SfNGLE-EFFORT, LEVER TYPE WARDWARE CONFOR"IING TO CBC 118-404.2.1 AND NOT REQU!R!NG TIG! -IT GRASPING, PINCHING OR TWISTING OF TWE WRIST TO OPERATE. 3. TUE BOTTOM 10" OF ALL DOORS 5N41-1- WAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW TWE DOOR TO BE OPENED BY A WHEELCWAIR FOOTREST WITHOUT CATCWING OR CREATING A HAZARDOUS CONDITION. CBC II5-404,2,10. 4. TWE MAXIMUM EFFORT REQUIRED TO OPEN DOORS (OTWER THAN FIRE DOOR5) S�-IALL NOT EXCEED 5 LBS. CBC II5-404,2.9 5. EXIT SIGNS SWALL BE INSTALLED AT ALL EXIT DOORWAYS AS REQUIRED BY CBC SECTION 1011.0. SIGNS 5NALL BE READILY V1515LE FROM ANY DIRECTION OF EGRE55 TRAVEL. 6. ALL GRADE LEVEL EXIT DOORS 5W4LL BE IDENTIFIED ON TWE IN51DE WITW TACTILE EXIT SIGNAGE FOR GRADE LEVEL EXITS WITWOUT RAMP OR STAIRWAY CONFORMING TO CBG SECTION 1011.3. SIGNS SWALL BE MOUNTED BETWEEN AS" AND 60" AFF. SIGN MARKING 5WALL CONFOR"'I TO CBC WS -103.3, ITEM I. 1. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED AT TWE EXTERIOR WITH AND INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN CONFORMING TO CBC SECTION 18-703.1.2.1. SIGN SPALL BE POSTED ADJACENT TO TWE DOOR AT 60" ABOVE THE WALKING SURFACE. I I (D - O n 6" CONCRETE APRON! W/ 04 v IS" O.C. E.W. F 6" CONCRETE A APRON W/ 04 6 18" ra3 O.C. E.W. w 1 EXISTING CONCRETE APRON TO REMAIN Q - I6' x 18' R.U. 3OXF6 SINGLE PANEL- DOOR (E) / 14' xi R.U. (E) U ® STEEL ROD BRACING IN WALL / / TW!5 BAY EXPO5ED•5TEEL / COLUMNS BY / BUTLER. TYPICAL 7 r r 3'x10' TRANSLUCENT INSULATED r INSULATED ! ! ! ! ! r ROOF PANELS. L J TOTAL OF 8 L _I L J / FARM rEOU I PMENT STORAGE //EXISTING GRATE 11564 5F, PROP05ED / TYPE 113 CONSTRUCTION W1 SPRWLER5 RECEIVING PIT (E) UNCONDITIONED SPACE � Z~O LJ LJ G Z wcnty M )< �Q / / RECEIVING 4 `� 21'0 X fb µICN / AFTER—HARVEST �� ■�■ Q Q 0 Q SHELL STORAGE'S AF I E I'� — HARVE CS• T / 0/10 BIN (E) t +■■� o % E QU I PMEN�' S 'Olr: // _ W w w wp ff(/(99cn u JZ U f 7w r115-6"= w4 I-7 X� it L J X L_ L, J ! r / A Al STEEL ROC BRACING IN WALL TW15 BAY • ®/ / I 3OXI6 SINGLE PANEL DOOR (E) . • ' • f • . • w •' ° III ' • • . ' .... ' '.' .. .. .. •o� O Q w a° EXISTING CONCRETE APRON TO REMAIN • ' ' ' Lm PR rOSED ADDITION EXISTING BUILDING H w 12' xld' RU. (E) r -O" , ib' -o" 3'-0" 15'-0° NATURAL VENTILATION OF ENCLOSED SPACE 1 11 I ENCLOSED SPACES ARE PROVIDED W!TW NATURAL VENTILATION AS REQUIRED BY CBC SECTION 1203 a.i. lo i Z 3 4 FLOOR FLAN 3/32 11 _ 11-011 NO HAZARDOUS, FLAMMABLE, OR TOXIC MATERIALS M EXCESS OF THE EXEMPTED AMOUNTS LISTED IN CSC TABLES 3OlJf1) AND 301.1f2) SHALL BE STORED IN THIS BUILDING. NO SPACE HEATING OR COOLING IS TO BE INSTALLED AS A PART OF THIS PROJECT. KEY EXISTING BUILDING OR STRUCTURE TO REMAIN • EXISTING CONCRETE SLAB -PON -GRADE TO REMAIN ILLUMINATED EXIT SIGN PER CBC 1003.2.8 INSTALL 2A -105C FIRE EXTINGUISWER WI T W LOCATOR SIGN MOUNTED AT 10' A.F.F. ABOVE ENCLOSED ARBA EA, UNIT = i,564 S. . REQUIRED OPENABLE AREA O.C4 X 1,56A 5F. = 302.5 SF PROVIDED OPENABLE AREA: 2 A 16 X IS 516 5F. (R.U. DOOR) 2 EA IT 3 X 1 42 S.F. (MAN DOORS) 2 EA e I X 8 X 50`e 8 5F. (ROOF VENT5) TOTAL = 626 SF. PROVIDED I/ pro Q U LL d J U U u w I I O a U z Y Q fri z 0 in 5 Q L UJ M Q H N m N CD ©14 N Z V0)' 11 at W0� © _ •fid m —Q^ >VO W 0 J O— 0 V W T—z O V = CL O Z V v r�l ZV b uJ {.J Z ,p W c J � W a im uo o Z a� Gv Q Eju— '4 a t V ) N a AD i L;j CALE: NOTED JOB NO: 14028 FILE: C: \Users\PCUser\Desktop \N V 5\1601' FILLMORE -pF ESS h .r z T,m 32934 27 \ E/30/16 �r Of C 5 /2 /2016 SHEET pro CONCRETE NOTES I. CONCRETE SHALL BE A COMMERCIALLY AVAILABLE TRANSIT- MIX PROPERLY PROPORTIONED AND DELIVERED TO THE SITE IN READY -MIX TRUCKS. AGGREGATE SIZE SHALL BE A MAXIMUM OF 1-1/2" IN FOUNDATIONS AND 3/4" AT ALL OTHER LOCATIONS. SLUMP SHALL NOT EXCEED 4", CURING COMPOUND SHALL BE SPRAYED ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TOWELING. 2. ALL CEMENT SHALL CONFOR'1 TO A5TM STANDARD C-150. ALL AGGREGATES SHALL CONFORM TO ASTM STANDARD C-33. 3. CONCRETE USED FOR FOUNDATIONS AND SLABS ON GRADE SHALL HAVE A MINIMUM 26 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. AND SHALL NOT CONTAIN LE55 THAN 5 SACKS OF CEMENT PER CUBIC YARD. 4. ALL REINFORCING BARS SHALL SHALL CONFOR^'I TO ASTM STANDARD A-615 EXCEPT WHERE WELDING OF REBAR 15 REQUIRED WHERE REINFORCING CON!=ORMING TO ASTM A1C6 SHALL BE USED. REINFORCING SHALL BE AS FOLLOWS: *4 BAR AND SMALLER - GRADE 40 (N-40000 PSI) 05 BAR AND LARGER - GRADE 60 (Fy=60000 PSI) 5. REINFORCING MAY BE WELDED ONLY AS 51-10tiN ON THESE PLANS. TACK WELDING TO HOLD FOR ALIGNMENT SHALL NOT BE ALLOWED UNLE55 APPROVED BY THE ENGINEER. PREHEAT ALL 01 AND LARGER BAR PER AW5 D!4-92. PREHEAT NOT REQUIRED FOR BAR SIZES 06 AND SMALLER, 6. REINFORCING 5H4LL BE LAID OUT TO MINIMIZE THE NUMBER OF SPLICES. SPLICES IN CONTINUOUS REINFORCEMENT FOR BAR SIZES '3 THROUGH 'S, SHALL LAP 45 NOTED ON THE PLANS OR AS FOLLOWS: GRADE 40 REINFORCING BARS: MINIMUM OF 40 BAR DIAHETERS. GRADE 60 REINFORCING BARS: MINIMUM OF 60 BAR DIAMETERS. WIRE MESH: 12" OR 2 -WIRE SPACES, U,'I»ICHEVER I$ GREATER WHERE ALL 5AR5 IN A MAT OR SECTION OFA BEAM ARE SPLICED AT THE SAME LOCATION OR MORE THAN 12" OF FRESH CONCRETE 15 TO BE PLACED BELOW THE, BARS, THE ABOVE DISTANCES 5HALL BE INCREASED AN ADDITIONAL 30%. SPLICES IN BARS LARGER THAN 08 5HALL BE ONLY AS SHOWN ON THE PLANS. 1. UNLESS SHOWN OTHERWISE, THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 2" EXCEPT WHEN CONCRETE 15 TO BE PLACED DIRECTLY AGAINST EARTH WHERE IT SHALL BE 3" 8. ALL ANCHOR BOLTS 5HALL CONF02^'I WITH A5TM A-341. 9. SPECIAL INSPECTION OF CONCRETE FOR FOUNDATIONS AND SLABS -ON -GRADE 15 NOT REQUIRED PER EXCEPTIONS 1 4 3 TO CBC SECTION 1104,4, CONCRETE SLAB CONSTRUCTION I, CONCRETE SLAB AS SHOWN ON THE PLANS 15 THE MINIMUM THICKNESS AND REINFORCING REQUIRED FOR STABILITY OF STEEL BUILDING AND IS ADEQUATE FOR NORMAL COMMERCIAL USE INCLUDING PNEUMATIC TIRED VEHICULAR TRAFFIC. 2. CRACK CONTROL JOINTING SHOWN MAY BE ALTERED AT THE CONTRACTOR'S OPTION PROVIDED THE JOINTS ARE SPACED AT APPROXIMATELY 16' INTERVALS IN BOTH DIRECTIONS. THE MAXIMUM SPACING SHALL IN NO CASE EXCEED 20'. 3. CRACK CONTROL JOINTS MAY BE MADE BY EITHER EMBEDDING AN APPROVED INSERT SUCH AS ZIP -STRIP OR KEY-KOLD IN THE CONCRETE OR BY SAW -CUTTING THE CONCRETE AS SOON AS PRACTICABLE AFTER PLACING. IF SAWCUTTING 15 TO BE USED, CUT DEPTH SHOULD BE 1/4 OF THE SLAB THICKNESS AND CARE Ml 5T BE EXERCISED 50 AS NOT TO CUT HAIRPINS, FRAME TIES OR SLAB REINFORCING. 4. UNLESS SPECIFIED OTHERWISE, REINFORCING 5HALL BE CONTINUOUS THROUGH THE CRACK -CONTROL JOINTS. SOIL NOTES 1. FOUNDATION DESIGN 15 BASED ON INFORMATION PROVIDED BY NATURAL RE50URCE5 CONSERVATION SERVICE ON LINE WEBSITE ACCESSED ON 4/15/2015. 2. SOIL CL4551FICATION IS LISTED AS "GRIDLEY TAXADJUNCT CLAY LOAM " OR "GRIDLEY TAXADJUNCT CLAY", UNIFIED SOIL CLASSIFICATIONS CL OR CH CONFORMING WITH CBC TABLE 18061, CLASS 55 MATERIAL ALLOWABLE SOIL BEARING CAPACITY: 1500 PSF ICBG TABLE 1804.2) LATERAL 501L BEARING CAPACITY: 100 PCF SLIDING RESISTANCE = 130 PSF OR LESS THAN 50'k DEAD LOAD 3. THE SITE 15 RELATIVELY LEVEL AND EXCAVATION WILL BE LIMITED TO REMOVAL OF THE ORGANIC AND LOOSE MATERIAL. NO STRUCTURAL FILL 15 REQUIRED AND ANY MINOR FILL REQUIRED TO REPLACE OVEREXCAVATION AT SOFT 5910TS, TREE ROOTS, ETC., 15 TO CON515T OF CLEAN GRAVEL. 4, 5UBGRADE PREPARATION: �. THE BUILDING SITE $WOULD BE STRIPPED OF ALL VEGETATION, FILLS AND OTHER DISTURBED SOIL. THE BUILDING PAD 5U5GRADE SHOULD BE SCARIFIED AND PREPARED BY ADJUSTING MOISTURE CONTENT TO AT LEAST 2% BUT NOT MORE THAN 590 ABOVE OPTIMUM TO A DEPTH OF AT LEAST 12" BELOW FINISHED SUBGRADE. b. THE BUILDING AND SLAB AREAS SHOULD BE 'PROOF ROLLED' AND ANY SOFT MATERIAL SHOULD BE REMOVED AND REPLACED WITH GRAVEL. c. RECOMMENDED MOISTURE CONTENT MAY BE ESTABLISHED EITHER DURING 51TE EARTHWORK BY PONDING OR SPRINKLING (PRESOAKING) WITH WATER. THE DEPTH OF WETTING SHOULD EXTEND AT LEAST 12" BELOW FINISHED SUBGRADE. 5. ALL BUILDING FOUNDATIONS, FOOTINGS AND THICKENED SLAB EDGES 5H4LL EXTEND THROUGH ANY GRAVEL FILL AND BE BASED ON FIRM, UNDISTURBED EARTH. MINIMUM FOOTING DEPTH SHALL BE AS SHOWN ON THE PLANS. 6, IF 601L CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION THAT DIFFER FROM THOSE DESCRIBED IN THE SOILS REPORT, THE ENGINEER SWOULD BE NOTIFIED IMMEDIATELY AND ACTIONS TAKEN AS DIRECTED BY THE ENGINEER. BU T LERIB II STEEL SIDNG WITH FACTORY APPLIED FINISH, COLOR 'COOL BIRCH WHITE' SOUTH F.Lr=VATION , C.I.P CONCRETE STEMWALL POSED ADDITION I, EXISTINCs COLOR 'COOL BIRCH WHITE' 124'-C" WEE ST r= L, VAT I ON BUTLERIB 11 STEEL ROCFING WITH e Al rnav A==I t=n clr.na.0 i-nl nc 0 NOTE: ALL PROPOSED ADDITION EXTERIOR COLORS AND FINISHES WILL MATCH COLORS AND FINISHES OF EXISTING BUILDING. - � RAMP TO REMAIN NORTH ALF—VATION EXISTING mil uro:m GOLUFK 'C;UVL U-41 I t_' OLOR O Z Y I------------------ EXTEND NEW SIDING TO LAP EXISTING SIDING FOR WEATHER TIGHT SEAM Q N Z S W QI � 0 ■ W H N m �' Q 01 N co N Z 1 f oV) ' W 0) J W 0 J !h � ■ J � M ?VO W c"! J w90 O— a ■ ct)W > w=2 O v F'- s � a O Z BU T LERIB II STEEL SIDNG WITH FACTORY APPLIED FINISH, COLOR 'COOL BIRCH WHITE' SOUTH F.Lr=VATION , C.I.P CONCRETE STEMWALL POSED ADDITION I, EXISTINCs COLOR 'COOL BIRCH WHITE' 124'-C" WEE ST r= L, VAT I ON BUTLERIB 11 STEEL ROCFING WITH e Al rnav A==I t=n clr.na.0 i-nl nc 0 NOTE: ALL PROPOSED ADDITION EXTERIOR COLORS AND FINISHES WILL MATCH COLORS AND FINISHES OF EXISTING BUILDING. - � RAMP TO REMAIN NORTH ALF—VATION EXISTING mil uro:m GOLUFK 'C;UVL U-41 I t_' OLOR b, j O Z Y Q N Z S W QI � 0 ■ W H N m �' Q 01 N co N Z 1 f oV) ' W 0) J W 0 J !h � ■ J � M ?VO W c"! J w90 O— a ■ ct)W > w=2 O v F'- s � a O Z U _og � ♦n z w W cl Z Z Q� a > W 0 J °C co X§ �Qm O v '= w w O 3 Q ao a o et 0 m V N2a LH P CALF 3/32"=I'-0" JOB NO: 14028 FILE: C:\Users\PCUser\Desktop\16011 FILLMORE ADO\011-W0RK2.dw9 " ";NoFESS10 r rn 2934 rF crvl� �e- Op SHEET b, j 10 BUTLERIB 11 CORRUGATED STEEL ROOFING WITH FACTORY { APPLIED FINISH. I IN 12 NEW STEEL ROOFING IN 12 1; 012 GASKETED r �L ROOFING SCREWS Ex1571NG STEEL 6 12" O.G. ROOFING � CONTINUOUS GUTTER. 3" 1R-10) ROOF INSULATION WITH VINYL CONTINUOUS GUTTER — # FIELD LOCATE D.5. BACKING FIELD LOCATE D.S. i 81/2" STEEL 'Z' PURLINS 4 5't O.C. BY BUTLER . STEEL- FRAME BY_ --_EXISTING GABLE r . TRI"! TO REMAIN BUTLER15 11 STEEL WALL BUTLER = PANELS WITH FACTORY BUTI.ERIB f! STEEL WALL OPANELS WITH FACTORY m APPLIED FINISH APPLIED FINISH .9 EXISTING STEEL ING TO REMAIN 8 1/2" STEEL 'Z` GIRT BY BUTLER EXISTING SLAB EX15TING NUTSHELL CONSTRUCT NEW CONCRETE SLAB TO REMAIN STORAGE BIN TO REMAIN NEW PURLINS m m 6" CONCRETE SLABEXISTING 6" CONCRETE O.C. 8 - CLR 4 - 04 A 18" O.G. E.W. SLAB 04 6 18" O.C. EX. 81 GIP CONCRETE WALL CIF CONCRETE "WALL 777777777777///// //77777777777777 1,1111111,11111111771zll—,IlllllII177zzzllllzlzlllzlllll7=1.111 L SECTION �3 111 i► STIII!II ill III III 1(I 111 ill III I►I III 111 iii III .III III III III III ISI III II �,I III III .III III II------�-1 _ ,,. o f� ill m NTS 4"t SAND BASE NEAT SAWCUT EXISTING 10 MIL VISQUEEN _ CONCRETE SLAB TO FORM NEW , E T FOOTINGS A5 REQ'UIR�D H UNDISTURBED EaR SE Gt I O ,� ,43 t 5 k 8" DOWEL a 24" O.C. SET d" INTO 5/8', ANCHOR BOLTS OR RODS A5 HOLE IN EXIStWG CONCRETE 7YPiGAL ANCHOR BOLTS OR RODS AS i NEW ADDITION .( EXISTM NOTED FOUNDATION PLAN. BOTH SIDES. NO ADWE51VE OR SPECIAL NOTED FOUNDATION PLAN. � BUILDMC= REINFORCING FROM INSPECTION REQ'D. b- 4 X I14 NEAT SAWCUT WHERE • TOP PERIMETER FOOTING O 2 - 5 X 20' e REINFORCING FROM O CONTINUOUS TWRO'JG 2" HAIRF!N5 PERIMETER FOOTING FRAME FC07iNG REQUIRE REINFORCING CONTINUOUS THROUGH ANCHOR BOLTS OR RODS A5 FRAME FOOTING NOTED FOUNDATION PLAN. EXISTING EXISTING EX!5TING EXISTING LAB SLAB /CON5T, JOINT 6" CONCRETE SLAB SLAB TO SLAB TO / 13-5X90' — `G WITH "4 s IS" O.G. E.W. REMAIN SLOPE 2go � REMAIN— .-- u ---- --`1 — a !I!! i!{=1 1 i. — — _ • • • • • !; •::'; .'t„ • +•t w: �.. 4 ,n�..,.•� , w� '� • � III i I 1—I � I— � � --- - - 1 ..•, ^:,� ,� I � _III ----I I I� � ! I I _—I — o 0 o L� _ _I I ISI I I j -•t_._ I �:I I i=1 -' I Iii 11= �� =I " -III- _ — 05 X 8" DOWEL ® 24" O.G. SET 4" I I •�--,� ---- - i — _ (I- INTO 5/8" HOTEoN EAY,IST, 4"1 CLEAN SAND �}I 11= — ---- —' -- — -�- — I I_ O—III I CONCRETE. C L EACH 5,DE — NO ADHESIVE OR SPECIAL INSPECTION REQ'D. — 6 MIL VISQUEEN — r -t . r —sem r —r t-- r — 10 - '5 x 114 —ill ,111= 1 ,— I I 5-"4 X 66" TOP l3 - "5 X 90" J REINFORCING 12 - 04 X 30" EQ SPACING. = I I ,-•4 X !,I" —III—I�l l I III—' to - 5 x 114" TRANSVERSE _ _ I I. F � X ► I—' •4 x 36" r----�---r --� —III— i I I I REINFORCING IU •4 114" „ I.. _ 3., !Ili 16 O.C. 5-04 X 66" I UNDISTURBED EARTH — 5,_3" 3'-6" 12" 3'-6" I 1 = `I = 11 UND15TURBED EARTH BOTTOM a REINFORCING UNDISTURBED EARTH t {�I I I I —III I I—III—III—III—III—I I —I 6-•4 X 114" f SECTIO G SECTION BOTTOM REINFORCING NTS is fi3 NTS a, ANCHOR BOLTS OR RODS AS ti REINFORCING FROI"t NOTED FOUNDATION PLAN. SECTION rG r O �+ I# PERIMETER FOOTING 2L 04 HAIRPINS e, CONTINUOUS THROUGH AS SHOWN HAIR, INCS) A5 NTS FRAME FOOLING OTED ON — — — — — — —.— FOUNDATION CONST. JOINT PLAN v 6" CONCRETE SLAB • WITH •4 6 18" O.C. E.W. • _ fi ... r......,;rr r=.._rte-sL"=== RAMP EDGE OF SLAB ANCHOR BOLTS A5 \ Q -,r-.-* --�. o 0 o f AS SHOWN AT RU. DOOR FOUNDATION PLNOTED AN FRAME/POST BASE = U — . . • • L • ti a OPENINGS WHER_ REOV g POURED WITH FOOTING10 - f �,...,;�w ;,,,00 • /� = o c • . .. • �� f �� , • ��_ HAIRPIN AS SHOWN ON FOUNDATION PLAN 4"t GLEAN SAND •N - . 5-04 X 42" TOP -i=l !—! (= .: ••.•'� ; ; •..' R INF N I I _ _ R i II T • G SLAB UR TOP CONSTRUCTION JOINT= —_ - —_ - •.• , S� 5 PO ED ON O _ � ••. - -11_11 II ;• ,� l i t •r— F F WITH NCONTROLT O FOOTING W CONST. JOIN I I I �— I 1 I I III— — JOINT " BOTTOM SLAB /.". t I i I I! I I I 7- 04 X42" 6 EQoe 00 7 •• 5-4X42" SPACING. • BOTTOM 1 A' -O" . . REMFORGING oi UNDISTURBED EARTH FOOTING AS REQUIRED DETAIL /000 SECTION lrf: NTS SG�'101� rH N75 A3 NTS O Z Y N Z O to S W W Q � } N QD a Z V� • IMP J M �.VO } W M J .j N .tit) o— © 4( > oVW w=2 O O z v/ } � Q W W.. �Q 4 Q ?i Z '0 a�WZ' n IM co J; � .J' Q t.. Q lU '0 �t V! I CALE: NOTED JOB NO: 14028 FILE: C: \Users\PCUser\Desktop\16011 FILLMORE AD0\011-W0RK2.dw9 QEtpF ESS/0N ti t� Z 329M 'ATF CIVIL C 4/21/2016 SHEET �3 . P .. a .. 01 Z11 Y BUTLERIB II CORRUGATED STEEL ROOFING WITH FACTORY g Z O APPLIED FIN151-1. 1 IN 12 QI NEW STEEL ROOFING Q= IIN12 70, N 012 GASKETED tl -� ROOFING SCREWS\ EXISTING STEEL N co N ' ILI to 12 " O.C. \ ROOFING J D 3.. (Il ROOF J M i >VO } W W � CONTINUOUS GUTTER .j 0— INSULATION WITH VINYL 4111t > aVW w = Z,• CONTINUOUS GUTTER O � O FIELD LOCATE D.5. Z BACKING V/ FIELD LOCATE D.S. u� �— Z Au WI Ill STEEL 'Z' PURLINS � W� lJ.. Z 'p uj M co J q1t J Qth oHo a i- r 0 Z ° U ��" °C �J 5'1 O.C. BY BUTLER 1l a V! F Com' NOTED JOB NO: 14028 FILE: C:\Users\PCUser\Desktop\16011 FlLLMORE ADD\011-lil Wg Q�pFESSiaN� h � �F CALIF d/2V2O16 SHEET ,� 3 — — • STEEL FRAME BY EXISTING GABLE BUTLER = TRIM TO REMAIN BUTLERIB 11 STEEL WALL PANELS WITH FACTORY BUTLERIB II STEEL WALL PANELS WIT41 FACTORY ' APPLIED FINISH APPLIED FINISH .9 EXISTING STEEL TO REMAIN 81/2 STEEL Z / GIRT BY BUTLER EXISTING SLAB EXISTING NUT SHELL CONSTRUCT NEW CONCRETE SLAB TO REMAIN STORAGE BIN TO REMAIN rA Ji J ! NEW PURLINS ID m Ill slj 6" CONCRETE SLAB EXISTING 6" CONCRETE +9 5't O.G. 8"t GLR 41t 10 SLAB •4 ® 18" O.C.E.W. 04 co 18" O.C. 10 E W. 12 ' S�ol CIP CONCRETE WALL I CIP CONCRETE WALL I I I �� ► 1 I I I 1=1 I!I I I. i ►" I ILI i �� �I - It 111 II `I I --III 111 II! Iii III III III III Li{ Iii III III II► 111 III III III III III III ISI III III fill lil 111 ISI I -� o NTS 2 cil 4"t SAND BASE NEAT SAWCUT EXISTING { 10 MIL VISQUEEN CONCRETE SLAB TO FORM NEW UNDISTURBED EARTHs/`•��Oj�� rA FOOTINGS AS REQUIRED 05 X 8" DOWEL 24" O.G. SET 4" INTO 5/8" NEW ADDITION �XiSTn ANCHOR BOLTS OR RODS AS HOLE IN EXISTING CONCRETE TYPICAL ANCPOR BOLTS OR RODS AS NOTED FOUNDATION PLAN. JBCT 1-{ SIDES. NO ADHESIVE OR SPECIAL NOTED FOUNDATION PLAN. 5UILDM IN REQ'D. 6-04 X 114" REINFORCING FROM NEAT SAWGUT WHERE TOP PERIMETER FOOTING O 2 - 05 X 20' REINFORCING FROM O REQUIRE REINFORCING ' CONTINUOUS TPROUG 2"HA!RPIN5 PERIMETER FOOTING ANCUOR BOLTS OR RODS AS FRAME FOOTING lo_ CONTINUOUS THROUGH FRAME FOOTING NOTED FOUNDATION PLAN. EXISTING EXISTING EXISTING EXISTING SLAB\ SLAB �CON5T* JOINT E," CONCRETE SLAB SLAB TO SLAB TO cn WITH •4 c 18" O.C. E.W. cn i 13 - "5 x 90" REMAIN REMAIN T T SLOPE 2q. —---=------ ------ - °C 0 0l:---.�'"�'_"'�" --- _" "it—r "�: '__i'� °moi Ta _�_�o ice' �Ti.� N_ 1 - -- 1 Ili=,Ii=, i lil lil"; __ __ _--_ • • • • • .i i �•� • N'+ •',{•t w: 1''♦♦� ,•1 ,••LA'S,•%. P� �:' 1 t__..I � 1�—I I 1— > Ni1L - ' 'I I I—I I I—I I I � _-I o ° �__-Y••'�'� A' f.••_•T' •"•�1♦ h•i4 -� h•I.4 . ^-1 � i --I I I�-I I I J ' i I I I—rl �.`= I I I� 1 05 X 8' DOLE E 2411 . SE 4" INTO 5/8" x-10 �T! 1= cq 4 t GLEAN SAND CRETE. TYP•CAL EACH S D_ -1 114 f I I! _i I_I CONCRETE. SF �. r �7 r .••� r T 10 - X ii4' `r NO ADWESIVE CR ECIAL -1 6 MIL VISQUEIrNINSPECTION Ill, N 5.•4 X 66 TOP - _ _ _ i' t� � {�I I�_��I—��I ��I—��i I ��%—)�1—I�I—i —i 13-"5xQC' i REINFORCING — — — - - I I I�I 111- VD { I I -III --1 i I— -� •4 X 30" I I i-"4 X 5Z° _-I i }_ - I f I I—i lO - "5 X 114„ — h" EQ SPACING. I I I=1 I I �I I J I I -I Ili I,—I I REINFORCING `n 11 •4 X 114" Ill (— 11 X 36 _—_ , t I—i 11-111-11 16" O.G. — r--►---s---r--�---r UNDISTURBED EARTH 5-0.4 X 66" I 3'-6"120 3'-6" -I i i— 1 I j � • 5 -3" UNDISTURBED EARTH BOTtOM UNDISTURBED EARTH { RE!NFORGING 1— SC1'IC�1� ectrOM REINFORCING NTS X113 NTS ,y AS REINFORCING FROM NOTED FOUNDATION PLAN. s'� Gt I 0t 1 rG PERIMETER FOOTING 2_ . 04 HAIRPINS CONTINUOUS TPROI AS SHOWN HAIRPINCS) AS NTS FRAME FOOTING OTED ON FOUNDATION CONST. JOINT PLAN m % 6" CONCRETE SLAB / WITH "d v 18" O.C. E.W. RAMP EDGE OF SLAB ANCuOR BOLTS AS _O �A J . o 0 0 HOED ON FRAM=_/POST BASE v '-1h'- ' L - AS S1-IOUN At R.U. DOOR FOUNDATION PLAN POURED WITH FOOTING - I •" • • • • �!;'ji;'. c'. •?_; Y; p.�'':';w. « r•,:•: OPENINGS WH' r ARE REQ'D g" y 4vI..A• .:hires C�r•.� •,� N I I ; i- WAIII AS 5:a0UN 111 1 ( — — . ON FOUNDATION PLAN"t GLEAN SAND ' •' - 5-04 X 42" TOP SLAB POURED ON TO= CONSTRUCTION JOINT: i i I I iii—III— i —i —I i -I REINFORCING �i �� 11 ' !1—� '• -• - — +I ! I I I I, ►{{ 41i=1 111 I f I-= i ! JO?NT _ •-►il�iii OF FOOTING W'Ti-1 CONST. CRACK CONTROL • JG!NT • QOTTOM SLAB i 4 X42 S EQ—iI1—III— • 5-04 X d2„ SPACING. • REIN BOTTOM i UNDISTURBED EARTH FOOTING AS REQUIRED DETAILh S�CT104- � NTs ,1.�3 S / SECTIONrH NT f -i3 NTS OI Z11 Y Z O W QI Q= tD N tl N co N J D J M i >VO } W W � .j 0— 4111t > aVW w = Z,• O � O a Z V/ u� �— Z Au WI �w W� lJ.. Z 'p uj M co J q1t J Qth oHo a i- r 0 Z ° U ��" °C �J 103 V 1l a V! F Com' NOTED JOB NO: 14028 FILE: C:\Users\PCUser\Desktop\16011 FlLLMORE ADD\011-lil Wg Q�pFESSiaN� h .N o ' fin" �F CALIF d/2V2O16 SHEET ,� 3 •- C�A�ER i EX=05ED 41 yi EDGES I2" O.C. HORIZONTAL I .j „�'"49 IS" O.G. BOTH FACES-- 6 CLR x `' 1 CLR PLACE CONCRETE NEAT 4GA!N5T BUTLER GC' UMN5 1i �i INTERIOR HORiZCNTAL REINFORCING D15CONTIN'JOUS poT;ONAL AT BUTLER CCLU!"INS CONSTRUCTION JO:NT II t'I 1 I I 04 1w IB" 6" CONCRETE SLAB ly I i I C.G. E.W. WfTH •4 6 IB" O.C. E.W. JL ' I 1(YI I -i I I i —t II—'= I�I GLEAN SAND U II :II I— Ili-- C.II B - "4 ONTINUOUS IN 6 M'L V!SGUEEN FOCTlNG AS SHOWN 4'-O" UNC15TuRBED EARTu SSC 1 ION A NTS S EX15TING It NEW ADDITION BUILDING u o I NEA 5G',:,0..' w�ERE u0 _ "v XS"NG GCN!'RE E. NG R=GJ R�D\ i L,...••>=cvc Or co`C,C,_ ,NGccv ,CN RE^� D. \ E' CONCR- E SLGB •• L" p IC". --- — — — — — D ------- 1 12" 3" E I" 2 12" NA ' 1 1/4" I I6" 4" G �V!SGJEE\ 2 I� UN;,.ST�•R-�.� �f. � � 2 -•-- GGtiT,N,,C45 EGRT. AT EDC_ SLA'=: SECTION C NTS REINFORCING FRO`'' PER'"IETER FOC NG CCN' NUOU5 THROUG" FRAME FCO 'NG v� RODS MAY BE TACK WELDED TO ANGLE GT CONTRAGTGR'6 CPTiON ANC"OR BOLTS OR ROD5 45 NOTED FCUNDATICNFLAN. O2 - L2X2X38 X. B" -- gI SHEAR ANGLE5 ITOTAL CF 2 CONST, JOINT 6" CONCRETE SLAB WITH •4 O.G. E.t;J. L 12" I. BUTLER NOTCH FOR " COLUMN W -+ERE BUTLER I OCCURS SIDING 1 If I i 3/4" GHAMrER EXPOSE[) EDGES 04 12 ° C.C. / HORIZONTAL ;i I I "d i8" O.C. BOTH FACES II 6" I 1/2" I/2" GLR x x CL FR PLACE CONCRETE NEAT l i I j AGAINST BUTLER COLUMNS I j I I i j INTERICIR HORIZCNT4L 'REINFORCING DISGCNTINUCUS I 1 i AT BUTLER COLUMNS CP''!ONAL CONSTRUCTION ANGHCR BOLTS OR JOINT ! CD5 45 NOTED FOUNDATION FLAN. it 6" CONCRETE SLAB II I 04 s IB" WITH •4 c 18" C.G. E.W. j O.G. E.IU. UiL *....- I ,— �— �1 4"± CLEAN SAND MIL V15OUEEN 8 - •4 CONTINUOUS IN FOOTING 45 SHOWN UNDISTURBED EARTH � 1 5 NTS Cv. 1 EXISTING SLAB i NEW CON8"MICTION I EX15TM I BU i LD INCa 3 O" •5 X 2" DOWEL a 24" O.G. SET 4" INTO 5/8" NEAT 54WC,,T WHERE HOLE IN EXISTING CONCRETE. NO REGJ!REJ\ ADNES!'✓E OR SF='ECIAL INSPECTION REC+'D. 6" CONCRETE SLAB EX 5T1NG W!TH 04 a 16" O.G. E.W. EXISTING SLA �, \y ;\ 5L AS ------------------ � 1 I ' l} I 1 I , 54ND 545EI' - I i _ i (• , , r' � r/'SG'UEEN UND!5TURGEa / _ 12_ -- \ 2 -•4 CCNTINUCJS 12'�-4 EARTH AT EDGE SLAB 2 - L2X2X31g X 6" S-JEAR ANGLES ICTAL O= 2 SIECTION I� NTS 0 CONSTRUCTION JOINT NOTE: VERTICAL LEG CF ANGLE F/TOWARDS INTERIOR Or- _- ­_U 1LD lNG. UILDING. TYPICAL SLAB POURED ON TCP -`—CF FOOTING LATH CONST. JOINT BOTTOM SLAB i , I , \r-R4!-!E/FbC5T BASE POURED WITH FOOTING \04 CONTINUOUS AROUND 1 CCR�NER 45 SHOI; SE C I ON NTS ANCROR ROD AND BOLT KEY 0 lei 0 MARK m _ BOLT j DIAMETER a u o I •• L" p IC". NA D I" 1 12" 3" E I" 2 12" NA F 1 1/4" I I6" 4" G 1 1/4" 2 16" NA IJ 3/d" d''- CLEAN SAND 24" NA I 5-12 X 12TO= -"G X 42't TRANsvERSE REINrGRGIN5 5.6A X 721, r ECOM a' -O" - - UNDISTURBED EARTib_; RE N ..R, -:NG SECTION � NTS L 12" I. BUTLER NOTCH FOR " COLUMN W -+ERE BUTLER I OCCURS SIDING 1 If I i 3/4" GHAMrER EXPOSE[) EDGES 04 12 ° C.C. / HORIZONTAL ;i I I "d i8" O.C. BOTH FACES II 6" I 1/2" I/2" GLR x x CL FR PLACE CONCRETE NEAT l i I j AGAINST BUTLER COLUMNS I j I I i j INTERICIR HORIZCNT4L 'REINFORCING DISGCNTINUCUS I 1 i AT BUTLER COLUMNS CP''!ONAL CONSTRUCTION ANGHCR BOLTS OR JOINT ! CD5 45 NOTED FOUNDATION FLAN. it 6" CONCRETE SLAB II I 04 s IB" WITH •4 c 18" C.G. E.W. j O.G. E.IU. UiL *....- I ,— �— �1 4"± CLEAN SAND MIL V15OUEEN 8 - •4 CONTINUOUS IN FOOTING 45 SHOWN UNDISTURBED EARTH � 1 5 NTS Cv. 1 EXISTING SLAB i NEW CON8"MICTION I EX15TM I BU i LD INCa 3 O" •5 X 2" DOWEL a 24" O.G. SET 4" INTO 5/8" NEAT 54WC,,T WHERE HOLE IN EXISTING CONCRETE. NO REGJ!REJ\ ADNES!'✓E OR SF='ECIAL INSPECTION REC+'D. 6" CONCRETE SLAB EX 5T1NG W!TH 04 a 16" O.G. E.W. EXISTING SLA �, \y ;\ 5L AS ------------------ � 1 I ' l} I 1 I , 54ND 545EI' - I i _ i (• , , r' � r/'SG'UEEN UND!5TURGEa / _ 12_ -- \ 2 -•4 CCNTINUCJS 12'�-4 EARTH AT EDGE SLAB 2 - L2X2X31g X 6" S-JEAR ANGLES ICTAL O= 2 SIECTION I� NTS 0 CONSTRUCTION JOINT NOTE: VERTICAL LEG CF ANGLE F/TOWARDS INTERIOR Or- _- ­_U 1LD lNG. UILDING. TYPICAL SLAB POURED ON TCP -`—CF FOOTING LATH CONST. JOINT BOTTOM SLAB i , I , \r-R4!-!E/FbC5T BASE POURED WITH FOOTING \04 CONTINUOUS AROUND 1 CCR�NER 45 SHOI; SE C I ON NTS ANCROR ROD AND BOLT KEY 0 lei 0 MARK m _ BOLT j DIAMETER TYPE E j G NOTE 2 IC". NA D I" 1 12" 3" E I" 2 12" NA F 1 1/4" I I6" 4" G 1 1/4" 2 16" NA IJ 3/d" 2 24" NA I =I I 6" CONCRETE APRON W/ 04 v IB" O.C. E.W. 2" I) PROVIDE W!TH L2X3X3/B" SWEAR ANGLES. 5EE DETAILS 5I t �I H PROJECTION FER 45 -Tr' 4307, ASTM 43C,11 GRADE CGRADE C J' OR 'L' S"4=ED BOLT \ �BUILDINC3 ALLT�?READ MAN'JFAGTURER F>= I I FF ••. 1•. r,. I .' 111 il,. �. � .t.r, •'•e 2 - HEAv'" HEX I-+EAD NUTS V TH STANDARD TYPE I ANCi-i TiFE 2 ANCNOp WASWER BETWEEN 6" CONCRETE APRON W/ 04 is Ig" O.G. E.W. ROPOSED ADDITION �)' -C" 1- 6O' -O" BL TO BL 6V-21' OUT TO CUT OF CONCRETE A3 Z_ d EXISTING BUILDING POUNIDATION FLAN: D SEE ANCHOR RCD/BOLT KEY TO LEFT DRAWING INDEX DRAWING RELEASE HISTORY GENERAL NOTES DRAWING TITLE PAGES TYPE DATE DESCRIPTION MATERIALS ASTM DESIGNATION COVER SHEET 1 PERMIT DRAWINGS 09/11/2016 ermit Set - For Bldg Dpmt Appvl 3 PLATE WELDED SECTIONS A529,A572,A1011,A1018 GRADE55 COLD FORMED LIGHT GAGE SHAPES A653, A1011 GRADE 60 NOTES 2-3 BRACE RODS A572, A510 GRADE 50 HOT ROLLED MILL SHAPES A36,,529,,572,,588, A992 GRADE 36 OR 50 by AV ANCHOR ROD PLAN 4 • 5 HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50 HI? R HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE B PRIMARY STRUCTURALCLADDING 6•12 HIGH STRENGTH BOLT A653, A792 GRADE 500RGRADE 80 SECONDARY STRUCTURAL 13-18 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE Butler Manufacturing COVERING REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE SPECIAL DRAWINGS INFORMATION. a division of BlueScope Buildings North America, Inc. THE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE : STANDARD ERECTION DETAILS THE BOLT TIGHTNESS (I.E.-SNUG SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. PLANOGRAPH DETAILS ALL A490 BOLTS SHALL BE "PRE -TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE "SNUG -TIGHT" EXCEPT AS FOLLOWS; PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY. PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS. PRE -TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. PRE -TENSION ANY CONNECTION WITH DESIGNATION A325 -SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE -TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS. ------------- PER MIT - -`� � ' `__-\ -=�', �.� \� DUTTE�bIIN"fYT���7'r"IZS;��it_N7�'S�I•�VECES REVIEWED VIEWED FSR CODE GSM SLI NCE DATE �!v BY i 2 -� �\ _ ✓ SS C6/794 Im BUTTECIVI C LINTY `r>T�T� C OFCAO1 . MAY 0 4 2016 DEVELOPMENT SERVICES j THE BUTLER MFG, ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY. MO 64102 COVER SHEET MFG. AND DESIGN AND PERFORMANCE III 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. 16OB F THE BUTLER MFG. ENGINEER'S SEAL DOES BUILDER: North Valley Building Systems, Inc. 16-005921-01 NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR ANDiOR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER.04/ 16 DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION Gridley,California BUTLER 04/11/2016 COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL DRA.UCHE PROJECT, Gerald Fillmore -Fillmore Farms Butler Manufacturin RFG � HA TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING 9 Pte: REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERSPar vPcvERsiorc 2015.2d 1 &I -A rxiu 11:15:11 a Mision of BlueSwm 9uildrps North NroAee, Irc. tic VPC F1LI=NAME' 16.W5911-01 REVIEWED FOR CODE COMPLIANCE MAY 3 1 2016 INTERWEST CONSULTING GROUP 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. City: Gridley County: Butte State: California Country: United States Building Code Building Code: California Building Code - 2013 Edition Structural: 10AISC - ASD Rainfall: I: 0.10 inches per hour Based on Building Code: 2012 International Building Code Cold Form: 12AISI - ASD f'c: 3000.00 psi Concrete Building Risk/Occupancy Category: II (Standard Occupancy Structure) Dead and Collateral Loads Material Dead Weight Collateral Gravity:3.00 psf Roof Covering + Second. Dead Load: Varies Collateral Uplift: 0.00 psf Frame Weight (assumed for seismic):2.50 psf Wind Load Wind Speed: Vult: 110.00 (Vasd: 85.21) mph The 'Envelope Procedure' is Used Wind Exposure: C - Kz: 0.975 Parts Wind Exposure Factor: 0.975 Wind Enclosure: Enclosed Topographic Factor: Kzt: 1.0000 NOT Windborne Debris Region Base Elevation: 0/0/0 Primary Zone Strip Width: 2a: N/A Parts / Portions Zone Strip Width: a: N/A Basic Wind Pressure: q: 25.68 psf ' VPCFILENAME 16a5921-01 Snow Load Ground Snow Load: pg: 0.00 psf Flat Roof Snow: pf: 0.00 psf Design Snow (Sloped): ps: 0.00 psf Rain Surcharge: 0.00 Exposure Factor: 2 Partially Exposed - Ce: 1.00 Snow Importance: Is: 1.000 Thermal Factor: Unheated - Ct: 1.20 Ground / Roof Conversion: 0.70 Unobstructed, Slippery Roof Live Load Roof Live Load: 20.00 psf Reducible Seismic Load Mapped MCE Acceleration: Ss: 60.00 %g Mapped MCE Acceleration: S1: 27.00 %g Site Class: Stiff soil (D) Seismic Importance: Ie: 1.000 Design Acceleration Parameter: Sds: 0.5280 Design Acceleration Parameter: Shc: 0.3348 Seismic Design Category: D Seismic Snow Load: 0.00 psf % Snow Used in Seismic: 0.00 Diaphragm Condition: Flexible Fundamental Period Height Used: 28/9/0 Transverse Direction Parameters Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.4112 R -Factor: 3.50 Overstrength Factor: Omega: 2.50 Deflection Amplification Factor: Cd: 3.00 Base Shear: V: 0.1509 x W Longitudinal Direction Parameters Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.2483 R -Factor: 3.25 Overstrength Factor: Omega: 2.00 Deflection Amplification Factor: Cd: 3.25 Base Shear: V: 0.1625 x W THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE I BY: DRAWING Scram: NTS DESCRIPTION. ' C 67794 � 0113 >1 CIVI 9TFOF CODES AND LOADS BUILDER: North Valley Building Systems, Inc. 16-005921-01 CUSTOMER: DATE: LOT �BLITLER 04/11/2016 Gridley, California ORAAANTYCHECK PROJECT: Gerald Fillmore - Fillmore Farms Butler Manufacturin RFG / HA g PAGE BUILDER'S POA. WC VERSION: 2015.2d 2 e dvlelon of BlueSoope Bulldrp North Nrer m, Inc. BUTTE COUNTY te i°3UILDINC3 DIV1S10N "y k C� ,ewe riA 1*- i� r, REVIEWED FOR CODE COMPLIgNCE Mf+Y 3 12016 CONSULTING GR4U,P 'it / I -r' %f ` , BUILDER/CONTRACTOR RESPONSIBILITIES Bober 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 aril jurisdictions as required. Approval of Butler Mfg drawings constitutes the builders acceptance of Butler interpretation of the contract purchase order. Unless specific design criteria concerning interface design and details are furnished as part of the contract, Butler Mfg. design assumptions shall govern. Butler engineers are not Project Engineers or Engineer of Record for the overall project. Butler engineering supply sealed engineering design data and drawings for Butler supplied material as part of the overall project for use by others to obtain permits, approvals, and coordinate with other trades. The Builder or A/E firm are responsible for the overall project coordination, including coordination with appropriate inspection and testing agencies. All 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 & 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 U500 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 min for 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 ksi (480 MPa) tensile strength. For welds in high seismic force resisting system (Seismic Cat D, E or F), minimum Charpy V -Notch toughness shall meet AISC-341 criteria (20 ft -lbs min @ ODeg F). Interpass temperatures shall not exceed 55ODeg F (300Deg C). SIGNAGE The Builder is responsible for furnishing signs as required by Code and the Building Department, including but not limited to, exits, occupancy limits, floor loading limits, and bulk storage limits. Floor loading signs shall clearly indicate maximum floor live load permitted. Bulk storage facilities shall have signs clearly posted on all loaded walls indicating the type of commodity stored and the maximum storage height. Signs shall be clearly visible when building is fully loaded to design level. Overloading of floors or walls may result in failure. DELIVERIES It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays. Claims for damage or shorts MUST be noted on the Bill -of -Lading or delivery receipt and filed against the carrier by the consignee as per 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 Bill -of -Lading or you have little recourse with the carrier. Immediately upon delivery of material, material quantities are verified by the Builder against quantities billed on the shipping document. Neither the Manufacturer nor the carrier is responsible for material shortages against quantities billed on the shipping document if such shortages are not noted on the shipping documents upon delivery of material and acknowledged by the carriers agent. For materials concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking. Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to provide drainage of trapped moisture. See Erection Guide for proper job site storage procedure. SEALANTS Sealants shall be applied in strict accordance with Butler details or weather tightness will be compromised. Sealant must be applied in temperatures and weather conditions consistent with labeling. INDEPENDENT MEZZANINES Independent mezzanines must be designed by a professional engineer. The engineer must ensure that proper isolation from the Butler building has been provided to avoid structural damage due to differential movements, or inadvertently apply loads to the Butler structure. Butler accepts no responsibility for the design of the independent mezzanine. FIRE CODE COMPLIANCE It is the responsibility of the project design professional and builder to comply with local fire code regulations including consideration of, but not limited to, building use and occupancy, all building construction materials, separation requirements, egress requirements, fire protection systems, etc. Builder shall advise Butler of any special requirements to be furnished by Butler. FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by Butler Mfg. engineers, or other licensed structural engineer. This includes, but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc. The owner shall not impose loads to this structure beyond what is specified for this building in the contract documents. Butler Mfg. accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure. If the builder intends to invoice Butler Mfg. for modifications in excess of $1000, The builder must notify Butler Mfg. immediately, and obtain a Work Authorization from Butler Mfg prior to proceeding. All final claims must be submitted to Butler Mfg with all supporting documentation within 30 days of the building completion. Claims submitted without work authorizations, or after 30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling, chipping / cutting and minor welding are considered by Code of Standard Practice to be part of erection are not subject to claim reimbursement. CONCRETEIMASONRY/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 compatibility, 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 wall shall design the anchorage to Butler supporting elements consistent with Code required forces. 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, tailing care not to over drive fasteners. Roof rumble Is a phenomenon that is caused by wind gusts lifting up on the roof panels and then springing back into place. All panels experience this action to some degree, especially with concealed clip Standing Seam panels. Roof rumble noise may be minimized by providing a layer of blanket insulation between the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels and is not grounds for rejection of panels. The Standing Seam joint detail is designed with an interlocking feature for ease of installation. However, it is imperative that installed 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 property 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. ACCREDI TATIONS AND APPROVALS Fabricator Approvals IAS AC472 Approvals: (www.iasonline.org/Metal_Building_Systems[MB.htmi) 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.html) Listed under Butler Manufacturing, a Division of BlueScope Buildings North America, Inc. Canadian CSA A660 Certifications (http:leng.cwbgroup.org/CertificatiorVPages/CertifiedCompar ySearcKaspx) Listed under BlueScope Buildings North America, Inc. Engineering Certifications of Authorization USA--AR#576; FL#30427; ID#C-2470; IL#184-002649; KS#E-29; MS#E-0592; MO#E-2010007736; NC#F-0998; OK#CA417OPE; SD#C-1787; TX#F4828; WV#CO3059-00; CAN--AB#PO8900; NS#30123; ON#100148796; and YT#PP134 0 _ 'WbsloN� F�RNANQFl`��c O G, C 67794 CIV IL gTFOFCAL,Fp� VPC FLENPME 16GC5021-0t IV BUTTE CO , BUILDING DIef A�0\/D \EV'EO/1 ED FOR CODE COMPLIANCE MAY 3 12016 CON�LTRW EST NG GROUP THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG, IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 ERECTION NOTES MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.JOBt. REV. DATE By: DESCRIPTION: BUILDER: North Valley Building Systems, Inc. 16-005921-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG, ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DATE: �i�oKe 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. CUSTOMER: LOCATION: Gridley, California BUTLER Butler Manufacturing 9 \PC\0ERSICN: 2015.2d RFG HA PROJECT: Gerald Fillmore -Fillmore Farms DRA\MNGSCALE: NTS BUILDER'S POA. PAGE: 3 VPC FLENPME 16GC5021-0t IV BUTTE CO , BUILDING DIef A�0\/D \EV'EO/1 ED FOR CODE COMPLIANCE MAY 3 12016 CON�LTRW EST NG GROUP VPC FLENAME'. %& k59Z1-01 BUTTE CCUNITY BUILDING DIVISIODN APPROVED REVIEWED FOR CODE COMPLIANCE MAY 3 l 2016 INTERWEST CONSULTING GROUP 16:5-11,57 ae tr D1 (4)3/ Plate W= Dim: A= Elev.=10 W,DTII --- ----PI *CH "I GAGE D8 (4)3/4" Dia. GR36 Anchor Rods Plate W=9" L=11" Gage=5" Pitch=5" Elev.=100-0" VPC FILENPME'. IewJ5921.01 "—NUT HARDENED WASHER 4" �102mm) PROJECTION = Lj w BOTTOM OF COLUMN Q _ BASE PLATE ELEV. J -TOP OF FOUNDATION - CONSIDER % ANY SPACE BETWEEN THE FOUNDATION m AND COLUMN BASE IN ANCHOR ROD LENGTH REQUIREMENT THE 4" PROJECTION ABOVE THE BOTTOM OF THE BASE PLAT:.- IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD LENGTH. A DIFFERENT PROJECTION MAY BE REQUIRED BY TH FOUNDATION DESIGNER. THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF THERE IS INTERFERENCE WITH OTHER PARTS. SUGGESTED ANCHOR ROD PROJECTION; 1/2" (13mm) DIAMETER CONCRETE ANCHORS (BY OTHERS) JAMB z w a w _ — — u Al 1 114" OPENING WIDTH 1 1/4" 32mm 32mm NOTE: 1" (25mm) PROJECTION ABOVE BOTTOM OF JAMB CLIP SEE PLAN FOR JAMB SIZES : J = SIZE JAMB 'EQ.' VALUES: 7 EQ = 2" 51mm, 8.5 EQ = 2 3/4" 70mm 10 EQ = 3 1/2" 89mm, 11.5 EQ - 4 1/4" 108mm FRAMED OPENING DETAIL THE BUTLER MFG. ENGINEER'S SEAL APPLIES QNLY 1'0 THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BLTLER MFG, ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DES GN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. I VARIES B'070'J OF COLUMN BASE PLATE —7 ISI / STD = 1,12" (13mm) FLUSH = 0" (0mm) TYPICAL COLUMN B,AQ-E PLATE DETAIL 1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR. 2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KSI). (ASTM F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD OF TRANSFERRING FORCES FROM ANCHOR RODS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNED AND DETAILED AS "CAST -IN-PLACE" ANCHOR RODS WITH "SNUG TIGHT" CONNECTIONS. 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. THE BUILDER IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS PER AISC CODE OF STANDARD PRACTICE, SEC 7.5 VARIATIONS ARE SUMMARIZED BELOW; o. CENTERS OF ANY TWO ARCS WITHIN A COLUMN BASE GROUP; +-1/8" b. CENTERS OF ADJACENT AR GROUPS; +-1/4" c. TOPS OF AR'S; +-1/2" d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS ALONG COLUMN LINE; +-1/4" PER 10OFT., NOT TO EXCEED 1" TOTAL. e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN LINE; +-1/4" 5. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT. 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 M17G BUTLER MANUFACTURING 1640 GENESSEE ST. KANSAS CITY, MO 64102 DATE I By: 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. oRnWNcscaE: 4182018 /' ERNAN 4 w C 67791 C 1 cel. CIVIC �P FCALiF��� ANCHOR ROD PLAN - DETAILS DESCRIPTION. BUILDER: North Valley Building Systems, Inc. CUSTOMER: LOCATION: Gridley, California PRO.IECT: Gerald Fillmore - Fillmore Farms NTS. BUILDER's POR 1326:27 JOB #. 16-005921-01 DATE Dim. A °- Butler Manufacturing VPC WRslort 2015.2d � Dim. A PAGE : 6 a dvlWon ar BILAMM BUIldn95 NDIL� A -AM Inc. '-tcV O ¢ E -�_ __ `., ttt !I E E cr' _ — _=._�,I ry EE (� ¢ E E 7jLn - — a c ¢ p E E E E = LD f Ly ZEEwu'nE`_ LD -,n {l� -llY 'l�J' -- cV y 1 J.N– fTFY -FTi� J N �-F) -rI� J 7 �- .– T J—�Ik_El -- 4_' 5' N EE \ E\ y 4. E � ,b DTH 2 1/2_ I2 1/2" WIDTH 2 1/2" 1/2„ (nj 1 10mrn 127mm V lo —J' .1 102mm 127mm N WIDTH 2 1/2"�2 1/2 WIDTH 2 1/2 12 1/2 �� T 2 1./2 6 WIDTh 2 1/2„ 64mm �� _2 64mm o4mm 64mm 64 m n'mm 64mm 641 m 64mm o4mm L II 4" Dia. GR36 Anchor Rods D2 (4)3/9" Dia. GR36 Anchor Rods D3 (9)3/4" Dia. GR36 Anchor Rods D9 (9)3/9" Dia. GR36 Anchor Rods C5 (4)1 1/4" Dia. GR36 Anchor Rods late W=9" L=1'-1" /4" Dia. GR36 Anchor Rods =8" L=1'-10" LDA D7 (4)3/4" Dia. GR36 Anchor Rods Plate W=8" L=2'-0" 8" L=1'-0" /Plate W=8" L=11" Plate W=8" L=11" Dim: A=5 1/8" Plate W=8" L=1'-0" Dim: A=5 1/8" Dim: A=1'-0" =1'-0" Dim: A=1'-0" 1'-0" n _n Dim: A=1'-0" Elev.=100'-0" Elev.=100'-0" lElev.=100'-0" Elev.=100'-0" 00'-0" Elev.=100'-0" W,DTII --- ----PI *CH "I GAGE D8 (4)3/4" Dia. GR36 Anchor Rods Plate W=9" L=11" Gage=5" Pitch=5" Elev.=100-0" VPC FILENPME'. IewJ5921.01 "—NUT HARDENED WASHER 4" �102mm) PROJECTION = Lj w BOTTOM OF COLUMN Q _ BASE PLATE ELEV. J -TOP OF FOUNDATION - CONSIDER % ANY SPACE BETWEEN THE FOUNDATION m AND COLUMN BASE IN ANCHOR ROD LENGTH REQUIREMENT THE 4" PROJECTION ABOVE THE BOTTOM OF THE BASE PLAT:.- IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD LENGTH. A DIFFERENT PROJECTION MAY BE REQUIRED BY TH FOUNDATION DESIGNER. THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF THERE IS INTERFERENCE WITH OTHER PARTS. SUGGESTED ANCHOR ROD PROJECTION; 1/2" (13mm) DIAMETER CONCRETE ANCHORS (BY OTHERS) JAMB z w a w _ — — u Al 1 114" OPENING WIDTH 1 1/4" 32mm 32mm NOTE: 1" (25mm) PROJECTION ABOVE BOTTOM OF JAMB CLIP SEE PLAN FOR JAMB SIZES : J = SIZE JAMB 'EQ.' VALUES: 7 EQ = 2" 51mm, 8.5 EQ = 2 3/4" 70mm 10 EQ = 3 1/2" 89mm, 11.5 EQ - 4 1/4" 108mm FRAMED OPENING DETAIL THE BUTLER MFG. ENGINEER'S SEAL APPLIES QNLY 1'0 THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BLTLER MFG, ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DES GN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. I VARIES B'070'J OF COLUMN BASE PLATE —7 ISI / STD = 1,12" (13mm) FLUSH = 0" (0mm) TYPICAL COLUMN B,AQ-E PLATE DETAIL 1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR. 2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KSI). (ASTM F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD OF TRANSFERRING FORCES FROM ANCHOR RODS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNED AND DETAILED AS "CAST -IN-PLACE" ANCHOR RODS WITH "SNUG TIGHT" CONNECTIONS. 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. THE BUILDER IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS PER AISC CODE OF STANDARD PRACTICE, SEC 7.5 VARIATIONS ARE SUMMARIZED BELOW; o. CENTERS OF ANY TWO ARCS WITHIN A COLUMN BASE GROUP; +-1/8" b. CENTERS OF ADJACENT AR GROUPS; +-1/4" c. TOPS OF AR'S; +-1/2" d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS ALONG COLUMN LINE; +-1/4" PER 10OFT., NOT TO EXCEED 1" TOTAL. e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN LINE; +-1/4" 5. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT. 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 M17G BUTLER MANUFACTURING 1640 GENESSEE ST. KANSAS CITY, MO 64102 DATE I By: 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. oRnWNcscaE: 4182018 /' ERNAN 4 w C 67791 C 1 cel. CIVIC �P FCALiF��� ANCHOR ROD PLAN - DETAILS DESCRIPTION. BUILDER: North Valley Building Systems, Inc. CUSTOMER: LOCATION: Gridley, California PRO.IECT: Gerald Fillmore - Fillmore Farms NTS. BUILDER's POR 1326:27 BU I TE COUKF'° BUILDi�!G DNIVIS!"' MPPROV 'EV1EWE® FOR CODE COMPL1qNCE MAY 3 1 2016 rON u�.T ESQ G GROUP rl it - a?y JOB #. 16-005921-01 DATE BUTLER 04/11/2016 °- Butler Manufacturing VPC WRslort 2015.2d DRAW-VCHECK / HA PAGE : 6 a dvlWon ar BILAMM BUIldn95 NDIL� A -AM Inc. BU I TE COUKF'° BUILDi�!G DNIVIS!"' MPPROV 'EV1EWE® FOR CODE COMPL1qNCE MAY 3 1 2016 rON u�.T ESQ G GROUP rl it - a?y n Z Z7 Co \ `l J CZ � ;a I w m -- ` � Gym �� � CM() cl .��� C Dm 000 Frame Member Schedule OBolt Connection & Plate Schedule Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Detail Cee Mark No Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo CX001 1 5.0000 .1345 .1345 11" 11" 27'-8 1/16" 293# Dia. Length Thick. Out In RBX001 2 5.0000 .1345 .1345 9" 9" 29'-1 15/16" 270# A 4 A325 1/2" 1 1/2" 3/8" 1 1 Yes 49080 3 5.0000 .1345 .1345 9" 9" B 4 A325 1/2" 1 1/2" 1/4" 1 1 Yes 49080 4 5.0000 .1345 .1345 9" 9" C 6 A325 1/2" 1 1/2" 1/4" 1 2 Yes 49080 5 5.0000 .1345 .1345 9" 9" RBX002 6 5.0000 .1345 .1345 9" 9" 30'-0 1/4" 275# 7 5.0000 .1345 .1345 9" 9" 8 5.0000 .1345 .1345 9" 9" RBX003 9 5.0000 .1345 .1345 9" 9" 37'-0 1/4" 335# 10 5.0000 .1345 .1345 9" 9" 11 5.0000 .1345 .1345 9" 9" 12 5.0000 .1345 .1345 9" 9" RBX004 13 5.0000 .1345 .1345 9" 9" 28'-2 3/16" 262# Frame Clearances 14 5.0000 .1345 .1345 9 9" Horiz. Clearance between members l(CX001) and 17(CX002): 120'-10" 15 5.0000 .1345 .1345 9" 9" Vert. Clearance at member 1(CX001): 27'-8 1/16" 16 5.0000 .1345 .1345 9" 9" Vert. Clearance at member 17(CX002): 27'-2" CX002 17 5.0000 .1345 .1345 10" 10" 27'-1 15/16" 273# Vert. Clearance at member 18(EPX001): 29'-7 7/16" EPX001 18 5.0000 .2500 .1644 10" 10" 29'-7 5/8" 274# BR25CJ OOOCRA4060 Vert. Clearance at member 19(EPX002) 31'-8 7/16" EPX002 19 5.0000 .2500 .1644 11" 11" 31'-8 5/8" 294# BR25CJ OOOCRA4060 Vert. Clearance at member 20(EPX003) 31'-2 7/16" EPX003 20 5.0000 .2500 .1345 11" 11" 31'-2 5/8" 289# BR25CJ OOOCRA4060 Vert. Clearance at member 21(EPX004) 29'-1 7/16" EPX004 21 5.0000 .2500 .1345 11" 11" 29'-1 5/8" 272# BR25CA Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) G F E C B A 2 2 591-2 1/16" 1.000:12 65'-2 11/16" 1.000:12 10 @ 5''011 11 @ 51-0" 3 4 5 33'-11" Ridge Ht. 4 2 @ 4'-6 7/8" 3 2 @ 4'-0 3/4" 2 1'-1" 1 8 1/2" D Dimension Key RBX001 I I I I GFB2050 I I I I GFB205O I I o I o x GFB20501 U I I I GFB2050 I I 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. VPCFILENAME 16-005611-01 N 0 M M M M M THE BUTLER MFG. ENGINEER'S SEAL APPLIES M ONLY TO THE WORK PRODUCT OF BUTLER ^' M M M M REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE BUTLER MFG. ENGINEER'S SEAL DOES m M M O M O 04 O N � o N W W M M ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL M APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. - - M o N w 0---- N A M M A --- ---- C7 [u W 44 O N M I'-- ---- RBX002 N RBX001 I I I I GFB2050 I I I I GFB205O I I o I o x GFB20501 U I I I GFB2050 I I 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. VPCFILENAME 16-005611-01 N 0 M M M M M THE BUTLER MFG. ENGINEER'S SEAL APPLIES M ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE BUTLER MFG. ENGINEER'S SEAL DOES O O N N W D., W M O N Iq NOT APPLY TO THE PERFORMANCE OR M O NPQ M M M M 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. M - C --- - _-- ., [w N O M M A --- ---- C7 [u W 44 O N M ---- 0 N N RBX003 RBX004 o 1D A o I o OD I I - U I � I GFB2037 I I M I I GFB2037 a o I I d o N Ln W a w a I I co w N U IGFB2037 I I M I GFB2037 I I t I r 5'-0" 25'-0" i 24'-011 1- C L .CL CL CL 124'-0" FRAME CROSS SECTION AT FRAME LINE(S) 1 I 5'-0" -T- CL BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: BY: DESCRIPTION: DRAWING SCALE: NTS N//2016 5'-0" i RtiANp�c'�F�\ w C 67194 m 00l�� sp CiVI �P 9�FCFCAUF��� FRAME CROSS SECTION AT FRAME LINE(S) I BOLDER: North Valley Building Systems, Inc. Shape Name = Addition Wall 4, Frame 1 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 MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE BUTLER MFG. ENGINEER'S SEAL DOES THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR NOT APPLY TO THE PERFORMANCE OR 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. I 5'-0" -T- CL BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: BY: DESCRIPTION: DRAWING SCALE: NTS N//2016 5'-0" i RtiANp�c'�F�\ w C 67194 m 00l�� sp CiVI �P 9�FCFCAUF��� FRAME CROSS SECTION AT FRAME LINE(S) I BOLDER: North Valley Building Systems, Inc. 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ID rt 0 0 0 C3 0 O n N (D m 0 (D rt J N(n F w w w w p X F'' - F' w w w \ \ \ \ \ N• 0 0 (D rt rt rt t)• N .n .A a A w F - wrt- - - - - ' rt a, rt N (D ro 0 t:r I:r t�r (D (D O rt r r r (D \\\\\'q rt �I N N N N N rt 0 tDr o H n X (D .'r - n x o n w r I' r w y ro w 1 x o o (n 0- 0 0 0 -] m N N N m N- w r- 0 0 rt F, .. 7c- (D (D a•• Nx .7 N Ol O F' w rn - o F- N F� N N0 ID o- 1 G0 Iwo- j 1 tD •..• rt £ !n I F-, ca r J w 7. c, \ 7 N N W N N H Z7 0 Co LL t:$ 0 rr w _ £ (D \ r (n p 00 0 p - C) rt x (D m (D (D (D w :31 O In ca (A to CA N (D O �3' ri m (D ti CA o 0 0 o ro cD ID o 0 0 o w I-' O to tD tD tD fi OD m v J J -j rt O N N N N z 1 m m m m 0 p a a a F' r HARDWARE INSTALLED IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT M L BRACE ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALL IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT WALL BRACE ROD CLEVIS MARK NO, CLEVIS PIN DIA. WASHERS WASHERS ROD DIA. ROD DIA. NUT A B HILLSIDE 3/8.1 095321 096408 46040 043657 1/2" 043657 095230 095872 095946 043657 5/8" 095233 095945 095946 043657 3 4" 095235 095946 095948 043658 778-- 095238 095237 095947 1 095948 1 43658 1" 095949 D95238 095948 1 095949 1 043659 1 1/8" 095239 095949 1 095949 1 043659 M L BRACE ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALL IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT WALL BRACE ROD REV. DATE:05/10/10 I REV. N0, 02 WALL ROD REV. OATE:05/IO/10 1 REV. NO. 01 ROD BRACING THRU ROD SLOT BR01 G2 AT RAKE BEAM 9R02H 1 COLUMN SHOWN / RAFTER SIMILAR NOTE: ALL BOLTS TO BE NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 1/2" X 1 1/2" A325 PURLIN BOLTS (49080) (U.N.O.) PURLIN BOLTS (49080) (U.N.O.) 17 1/2" X 1 1/2" A325 BOLTS (49080) WITH ;s"' -1/2" X 1 1/2" A325 BOLTS (49080) WITH HARDENED WASHER (095872) EACH SIDE HARDENED WASHER (095872) EACH SIDE (TYP AT PURLIN END OF BRACE) (TYP AT PURLIN END OF BRACE) „ FLANGE BRACE (GFB- OR HFB-) e FLANGE BRACE (GFB- OR HFB-) CAP CHANNEL m _ -CRA_ ® (2 BOLTS EACH END) ENDPOST ENDPOST RAKE RAKE BEAM BEAM REV. DA7E:11/16/15 REV. NO.0.7 FEV DArE-..08/19/1$ REV. NO 01 ENDPOST TOP BETWEEN PURLINS ENDPOST TOP BETWEEN PURLINS BR25CA NO CAP CHANNEL — BRACED TO PURLINS ONLY BR25CJ CAP CHANNEL - BRACED TO PURLINS ONLY 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. VPC FILENAME 16J05821-01 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. ROD DIA. CLEVIS MARK NO, CLEVIS PIN DIA. WASHERS 097572 ROD DIA. NUT A B HILLSIDE 318- 095321 096408 46040 043657 1/2" 095230 095872 095946 043657 5/8" 095233 095945 095946 043657 3/4 . 095235 095946 095948 043658 7/8" 095237 095947 095948 043658 1" 095238 095948 095949 043559 1 1 8" 1 095239 095949 095949 043659 REV. DATE:05/10/10 I REV. N0, 02 WALL ROD REV. OATE:05/IO/10 1 REV. NO. 01 ROD BRACING THRU ROD SLOT BR01 G2 AT RAKE BEAM 9R02H 1 COLUMN SHOWN / RAFTER SIMILAR NOTE: ALL BOLTS TO BE NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 1/2" X 1 1/2" A325 PURLIN BOLTS (49080) (U.N.O.) PURLIN BOLTS (49080) (U.N.O.) 17 1/2" X 1 1/2" A325 BOLTS (49080) WITH ;s"' -1/2" X 1 1/2" A325 BOLTS (49080) WITH HARDENED WASHER (095872) EACH SIDE HARDENED WASHER (095872) EACH SIDE (TYP AT PURLIN END OF BRACE) (TYP AT PURLIN END OF BRACE) „ FLANGE BRACE (GFB- OR HFB-) e FLANGE BRACE (GFB- OR HFB-) CAP CHANNEL m _ -CRA_ ® (2 BOLTS EACH END) ENDPOST ENDPOST RAKE RAKE BEAM BEAM REV. DA7E:11/16/15 REV. NO.0.7 FEV DArE-..08/19/1$ REV. NO 01 ENDPOST TOP BETWEEN PURLINS ENDPOST TOP BETWEEN PURLINS BR25CA NO CAP CHANNEL — BRACED TO PURLINS ONLY BR25CJ CAP CHANNEL - BRACED TO PURLINS ONLY 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. VPC FILENAME 16J05821-01 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. ROD DIA. CLEVIS MARK NO, CLEVIS PIN DIA. 3181, 097572 1 1/4" 1/2" 097573 5/8" 095277 3/4" 095278 7/8" 095279 1" 095280 1 1/8" 095281 095282 �jtl 097593 1 1/2" 097594 BRACE ROD COTTER PIN I REV. DATE!06/23/11 IREV. N0. 03 BR02K1 MAY BE FURNISHED WITHOUT A SHOULDER, THEN TWO COTTER PIN WILL BE PROVIDED. ROD BRACING CLEVIS ASSEMBLY BRACE ¢ FRAME BRACE LOCATION I LOCATION 0 �- 0 0 CLIP REQ'D W/ THICK FLANCES O ALTERNATE CONNECTIONS FLANGE BRACE REQUIREMENTS: - ROOF SECONDARY MEMBER FLANGE BRACE (CFO—) OR (HFB—) FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER. HULL#1— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. DATE: 07/01/09 1 REV, NO.OD TYPICAL FLANGE BRACE CONNECTIONS BR06AE CONT, PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN F = FEET G = GAGE CX*** = COLUMN (PLATE) BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: I = INCHES 0 = OPERATION CGX*** = COLUMN (GAGE) Gridley, California PROJECT: Gerald Fillmore - Fillmore Farms E'= EIGHTHS C = FIN/COLOR WCX*** = COLUMN (HOTROLL) WIDESPAN STRUCTURAL SYSTEM PANEL/COVERING REFER T0: W 1 3 1 1`7 2 6 1 K T D RBX*** = RAFTER (PLATE) * F F 1 1' E G G 0 C C C BGX*** — RAFTER (GAGE) 2013 INSTALLATION GUIDE LENGTH CODE WRX*** — RAFTER (HOTROLL) TRX*** = TRUSS RAFTER INSULATION I B 1 3 0 1 0 3 6 0 3 0 W V ICX*** = INTERIOR COLUMN ** F F F I I I I I I E C C PCX*** =PIPE COLUMN LENGTH WIDTH THK CODE TCX*** = TUBE COLUMN SECONDARY (STANDARD) 0 8 Z 1 9 1 1 4 1 7----- EPX*** = ENDPOST (PLATE) * * * F F I I E G G * * * * * EGX*** = ENDPOST (GAGE) DEPTH LENGTH GAGE ADJUST -CODES SHAPE CBX*** = CANOPY (PLATE) SECONDARY (SPECIAL) CBX*** = PIGGYBACK CANOPY 0 0 1 0 8 Z 1 9 1 1 4 1 7— —— DCC*** = 8 1/2" GAGE POST ' F F I I E G G' COUNTER DEPTH& LENGTH GAGE ADJUST.CODES DCE*** = 10" GAGE POST SHAPE ROD BRACING RS = THREADS BOTH ENDS 0 3 R S 2 5 1 0 BUTLER RT =THREADS ONE END — CLEVIS ONE END I E F F I I RU = CLEVIS BOTH ENDS DIA LENGTH RP = THREAD BOTH ENDS — NO HILLSIDES REV. DATE08/19/11 REV. N0. 01 MARK NUMBER KEY COMMON GENERATED MARK NUMBERS REV. DA TE:O1 /30/t4 REV. NO. 00 BASIC ERECTION GUIDE - STRUCTURAL EN50B1 ENB002 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: By DESCRIPTION: DRAMANG SCALE: 41112016 SEDShad NTS PRIMARY BRACING SEDS BUILDER: North Valley Building Systems, Inc. CUSTOMER: LOCATION: Gridley, California PROJECT: Gerald Fillmore - Fillmore Farms BUILDER'S POk. /.. 0 2 w C 67794; s� C►vI\- �TFOF CA01 JOB A` 16-005921-01 DATE: B(/TLER 04111/2016 DRAVMYCHECK Butler Manufacturing RFG / HA PAGE: VPCVERSION: 2015.2d 11 a d+iaion d BlueScop* Buildngs NoRN America. Inc. BUTTE C UIIiN" BUfl. DINIr DIVISION � POR R��IE coop co/tIp A14 31 L�A�CE ?ops °NS t rR wjj lI VG GNOUP "*"GUSSETS WHEN REQUIRED BY DESIGN ALTERNATE BOLTING PLATE /�* F OR CJl RLV. DATE: 0111114 1 REV. NO. 02 I TYP. ROWS OUT r. OR CJP V STITCH 1 1/2" - 3 (10 GA. WEB) 2 - 5 (3/16 & 1/4 WEB) 4 - 8 (5/16 - 1/2 WEB) JP HAUNCH/COLUMN CONNECTION TOP BOLTED WELD STD. ALTERNATE BOLTING ALTERNAT PLATE BOLTING PLATE OR"*" GUSSETS WHEN REQUIRED BY DES CJP/ OR CJI OUT ROWS I N -- OR "JP SIM ALTERNATE BOLTING PLATE ALTERNA E ALTERNATE BBOLTING OLTIN PL PLATE AT `---` 1 1/2" - 3 (10 GA. WEB) CJP * * 2 - 5 (3/16 & 1/4 WEB) 4 - 8 (5/16 - 1/2 WEB) REV.DATE: 0111114 1REvNO. 021 LOW SIDE HAUNCH CONNECTION FACE BOLTED WELD STD. I REV. DATE: 2/2311 li SATE \\�L REV. DATE: 0111114 OR CJP GUSSETS WHEN REQUIRED BY DESIGN "*" GUSSETS WHEN REQUIRED BY DESIGN �R TYP 20WS OUT ROWS IN 7STITCH 1 1/2" - 3 (10 GA. WEB) %' 2 - 5 (3/16 & 1/4 WEB) 4 - 8 (5/16 - 1/2 WEB) HIGH SIDE CONNECTION BOLTED WELD STD. n^T •ITi1AT (TCX- ) OR ( PCX- ) OR PIPE COLUMN OM SHOP SPLICE BASE PLATE '4 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. CUSTOMER: DESIGN MEMBER DEPTH MIN. DRAAINGSCALE NTS PROJECT: REV. DATE: 212112 REV. NO. O1 TYPICAL BASE PLATE CONNECTION BASE PLATE TO COLUMN WELD STD. REV, DATE: 2/2112 REV.NO. 01 TYPICAL BASE PLATE CONNECTION BASE PLATE TO COLUMN WELD STD. 2 1 REV. NO.01 FRAME CONNECTION AT INTERIOR COLUMN FLANGE THICKNESS WEB 115" OVER 'HICKNESS OR 114" 5/16" We" I-" S/8" 114" 1" 1 "'11- 1 114 11. - VPLESS LESS tOGA V5" Ile" 118" Ile" 118" •' ve" I,.. 116" 118" 116" WELD STD. 3/16" 1/e" 1".. 118" 1/8" 116" " 118" 1/e" 3116" 3116" 3/16" 114" 118" 116" 118" 1/8" Ile" " IIB" 3/16"- 3116" 3116" 3111" 5/16" Ila" 118" 3116" 116" 116" 6" 3116" 3/16" 3116" 3/16" 3116" 13JIG" 116" 1/e" 1/e" 3/16" 3/16" 116" 6" 3116" 3116" 3115" 3/16" 3116" 112" 118" 1/8" 3/18" 3116" 3116" 3116" 3/16" Will" 3/16" 3116" SIB" 118" 118" 3116" 3116" 116" " 114" 1/4•' 114" 114" 114" MINIMUM FILLET WELD LANGE PLAT GENERAL NOTES: GENERAL NOTES: The Table below shows Code minimum welds for AISC & CSA/W59. TYPICAL NOTES TYPICAL SECTION THRU BUILT-UP MEMBERS If weld shown on Engineering Weld Standard or on fabrication THE FILLET WELD SHALL BE CONTINUOUSL GENERAL NOTES documents are less than these, then the weld size shown below SUBMERGED ARC WELDED ONE SIDE OF THE 1. SEE FRAME CROSS SECTION FOR BOLTING PLATE Is to be used, based on the material thickness being joined. TO BOTH FLANGES AS ILLUSTRATED. THICKNESS AND NUMBER OF ROWS OUT AND IN. AISC TABLE J2.4 a AWSD1.1 5.8WEB -WEB PLATE THE MINIMUM FILLET WELD SIZE SHALL BE MINIMUM GMAW FILLET WELD SIZE r TAKEN FROM TABLE BELOW. MinimumSiza Base Metal Thickness IT)* of Fillet Weld 2. MIN. BOLTING PLATE WIDTH = FLANGE SIZE (6" In, mm In. mm MIN.) T< -IA T<6 1/8 3 1/2<T<3/4_ 12<T<20 114 6 3/4 < T 20 < T 5116 a • T = Thickness of the thinner part joined (USA, CANADA & MEXICO) Assumes low hydrogen welding process using GMAW filler metal class ER70-3 (B-G49A 2C G3) or SAW filler metal class F7A0- EM13K (F49A2-FM13K). FILLET WELD ASSEMBLY (AWS D1.1-06 Sec 5.22.1) Gaps in parts to be joined by fillet welds may have a gap of < 1116" with no adjustment In weld size. Gaps > 1/16" but < 3/16",Millet weld leg must be Increased by the amount of the root opening. Gaps > 3/16", corrective work is required to bring parts Into acceptable contact. HEV. DATE: 1123/12 REV. NO. O1 GENERAL WELD REQUIREMENTS WELD STD. FILENAME: 15-00502101 THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR REQUIREMENTS SPECIFIED BY BUTLER USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION. THE BUTLER MFG. ENGINEER'S SEAL DOES NOTAPPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 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. CUSTOMER: DATE: oa/11/2o1s MIN. DRAAINGSCALE NTS PROJECT: Gerald Fillmore - Fillmore Farms 411112016 14:34:38 S• SIZE OF WELDS UNLESS NOTED ARE BASED ON MATERIAL THICKNESS - - MINIMUM FILLET WELD SIZES (USA, CANADA a MEXICO)(AWSD1.1-TABLE 6.8) FLANGE THICKNESS WEB 115" OVER 'HICKNESS OR 114" 5/16" We" I-" S/8" 114" 1" 1 "'11- 1 114 11. - VPLESS LESS tOGA V5" Ile" 118" Ile" 118" •' ve" I,.. 116" 118" 116" eGA 111. 1/8" 118" 1/8" 118" " 118•' 1/8" 118" 1/8" Ile" 3/16" 1/e" 1".. 118" 1/8" 116" " 118" 1/e" 3116" 3116" 3/16" 114" 118" 116" 118" 1/8" Ile" " IIB" 3/16"- 3116" 3116" 3111" 5/16" Ila" 118" 3116" 116" 116" 6" 3116" 3/16" 3116" 3/16" 3116" 13JIG" 116" 1/e" 1/e" 3/16" 3/16" 116" 6" 3116" 3116" 3115" 3/16" 3116" 112" 118" 1/8" 3/18" 3116" 3116" 3116" 3/16" Will" 3/16" 3116" SIB" 118" 118" 3116" 3116" 116" " 114" 1/4•' 114" 114" 114" > 314" 118" Ile" 3/16" 3/16" 116" " 114" 6/16" 1 5116" 5/16•' 1 5/16" REV. DATE: 2123/12 REV. NO. 01 TYPICAL NOTES TYPICAL SECTION THRU BUILT-UP MEMBERS REV. DATE: 12112 REV. NO. 01 GENERAL NOTES THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR REQUIREMENTS SPECIFIED BY BUTLER USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION. THE BUTLER MFG. ENGINEER'S SEAL DOES NOTAPPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 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. CUSTOMER: DATE: oa/11/2o1s LOCATION: DRAAINGSCALE NTS PROJECT: Gerald Fillmore - Fillmore Farms 411112016 14:34:38 ROWS OUT TYP ROWS IN ROWS OUT ROWS IN RIDGE ALTERNATE BOLTING PLATE REV.DATE; 0111114 IREV.NO. 02 BOLTED RAFTER SPLICE CONNECTIONS WELD STD. FL CC SF REV.DATE: 2/221/12 IREV.NO. Ot I VARIOUS RANDOM SHOP SPLICE SHOP SPLICE WELD STD. FLUSH - UNSTIFFENED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 12 13 14 51 52 53 64 EXTENDED-UNSTIFFENED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Too. 0 0 O O 31 32 33 71 72 73 EXTENDED - STIFFENED (GUSSET) 0 0 TO. 0 0 0 0 0 0 0 0 0 0 0 M!or 0 0 O O 41 42 43 81 82 83 Minimum bolt spacing Is 3" U.N.O. SEE "BOLTED END-PLATE CONNECTION" SECTION OF DESIGN CALCULATION FOR PLATE ID REV. DATE: 0111114 lREV.NO. I BOLTED END-PLATE CONNECTION LAYOUT MRD50 DRAWING BUILDER: North Valley Building Systems, Inc. CUSTOMER: DATE: oa/11/2o1s LOCATION: Gridley, Calffornia PROJECT: Gerald Fillmore - Fillmore Farms BUIL.DER's PON. / cls —� 1 C6779-41. m IV Il. Q��P FOF CAk BUTTE C0'U I E -Y BUILDING DIVISION, v, FOR REFI'Ew� ODE COMPO D A jNCE MAY 3 12016 c0ty TR I NEST NG GROUP JOB k 16-005921-01 BUTLER DATE: oa/11/2o1s O Butler Manufacturin 9 VPC VERSION: 2015.2d DRAA11/CHECK RFG I HA PAGE: 12 11 dvielon of BlueScope Buildngs North Amerce, Ina. BUTTE C0'U I E -Y BUILDING DIVISION, v, FOR REFI'Ew� ODE COMPO D A jNCE MAY 3 12016 c0ty TR I NEST NG GROUP Secondary Part Schedule Mark Part Thick. Depth Lap Detail E1 00108ES1411414All 0.0790 8 1/2" I I RS12PF,RS12PE E2 08E19ll414DDBll 0.0790 8 1/2" I I RS12PA,RSI2PE E3 00208ES2411414Bll 0.0790 8 1/2" I I RS12PH,RS12PA E7 00308ES2411414BIl 0.0790 8 1/2" I I I I I I P2(TYP ) r I I i I N I (Typ•) Typ•) P6(Typ.) P7(TYP•) P2 (TYP• ) I I I I I I I I I RS12PH,RS12PA EB 00408ES1411414All 0.0790 8 1/2" I I I I RS12PF,RSI2PE 22 08Z1511417B1A1 0.0600 8 1/2" 10 1/2" RS02T1,RSO1T1 25 08Z1511412B1A1 0.0980 8 1/2" 10 1/2" RS02T1,RSO1T1 P6 08Z211141711BO 0.0600 8 1/2" 10 1/2" RS01T1 P7 08Z27ll4llA4B1 0.1130 8 1/2" 2'-10 1/2" RS02T1,RSO1T1 2 6" 1 1'-0" Dimension Key O Secondary Bracing Schedule O Part Mark Key Id Qty Mark No Spacing 1 001SGA15070 1 6 CPBRB010510 1'-1" 2 003SGA19114 2 63 CPBB050108(Typ.)5'-0" 3 001SGA14114 3 3 CPBB040204 4'-0 3/4" 4 001SGA08064 4 8 PBA0404 4'-0 3/4" 5 002SGA15070 5 3 CPBB040806 4'-6 7/8" 6 004SGA19114 6 8 PBA0411 4'-6 7/8" 7 002SGA14114 See SED: 8 002SGA08064 BR09PK, BR09RY, BR09RZ, BR09PH, BR09JH 9 001SGA11072 BR09JG, BR09K5, BR09K2 10 001SGA19114 11 002SGA19114 12 001SGA13064 13 002SGA11072 1 2 3 4 14 002SGA13064 GO Gc u. I Shape Name = Addition M I I I I I I I I I I I I I I I I I I I I I 1O P5 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I P5 I I I I I I I I I I I I I I I P2(TYP ) r I I i I N I (Typ•) Typ•) P6(Typ.) P7(TYP•) P2 (TYP• ) I I I I I I I I I Ps I I I 1 I I a I I I I I I I I I I I I I I I I I I I I I I I I I I 1 '4 I I r I P5 I I I I I I I I I I I I I I I I I I I I I 14'-6"— 20'-0" 24'-0" 60'-0" BL BL ROOF SECONDARY PLAN rizon- !to, ��� � KivtrrvOF�� Fac\ r,� 1 { C 67794' p p 4 Of s�9T CiVI FOF C Al 1F� PCFILENAME 16-W5931-01 1 BUTTE COUIN97'i BUILDING DIVISION l PO, R��� °°E c��'�O l 216 F cONSNTFRIV U4 T/NGS GT ROU lorj�F a ry Shape Name = Addition 1. UNLESS NOTED, USE 1/2 X 1 1!2 A325 -N BOLT (49080) AND NUT (47120) W!0 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. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF SECONDARY PLAN REV. DATE: BV: DESCRIPTION, BUILDER: North Valley BUIIf11n9 Systems, Inc. CUSTOMER: LOCATION, Gridley, California PRo Ecr: Gerald Fillmore - Fillmore Farms BUILDER'S PO! BUTLER Butter Manufacturing 9 VPC\ERSION: 2015.2d JOBB 16-005921-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DATE: 04/11/2016 DRRFG ECK / HA GE: PAGE: 13 DRAWNGSCALE: NTS a dvision of BlueScope Build ngs North A dca, Inc. PCFILENAME 16-W5931-01 1 BUTTE COUIN97'i BUILDING DIVISION l PO, R��� °°E c��'�O l 216 F cONSNTFRIV U4 T/NGS GT ROU lorj�F a ry Secondary Part Schedule Bracing Part Schedule Mark Part Thick. Depth Lap Detail Part Qty Length Detail G20 00108ZS230301310 0.0880 8 1/2" WSR00l,WS0lH2,WSR004 04RS2910 2 29'-10" BR02H1 G3 00308ZS150361510 0.0730 8 1/2" WSR001,WS01H2,WSO4E2 03RS2801 1 28'-1" BR02H1 G38 00208ZS230301210 0.0980 8 1/2" WSR00l,WS01H2,WSR004 03RS2710 1 27'-10" BR02H1 G39 00408ZS230201310 0.0880 8 1/2" WSR00l,WSR004,WS0lH2 G4 08Z2409413EE10 0.0880 8 1/2" WS01H2 G40 00508ZS230201210 0.0980 8 1/2" WSR001,WSR004,WSO1H2 G41 00608ZS230201510 0.0730 8 1/2" WSR001,WSR004,WSO1H2 G5 08Z2409412EE10 0.0980 8 1/2" WS01H2 G6 08Z2309413EE10 0.0880 8 1/2" WS01H2 G7 08Z2309411EE10 0.1130 8 1/2" WS01H2 A g C E F G ---------------- 1 GFA206 OPart Mark Key I- BL 5'-0" CL Q5'-0" CL 24'-0" 124'-0" SECONDARY ELEVATION AT 1 Shape Name = Addition, Wali = 1 CL 5'-0" CL 5'-0" I BL �OFE �1pNANp10) F� �2 2 LU C 67794; /)411,7 lb sT�T CIV t1L- FOF CAU 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT 1 REV. care BY: oEscRiPraN. BUILDER: North Valley Building Systems, Inc. CUSTOMER: JOB or. 16-005921-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DATE 04/11/2016 LOCATION:BUTLER Gridley, California Butler Manufacturing WCVERSION 2015.2d auwwcNEcre RFG / HA PROJECT: Gerald Fillmore - Fillmore Farms PAGE: 14 owvwcscnE NTS SULMISPOO NBBMC — Masonry 111524 t d0w. of BIU.Soom BuilAnge North Am fim Im. I- BL 5'-0" CL Q5'-0" CL 24'-0" 124'-0" SECONDARY ELEVATION AT 1 Shape Name = Addition, Wali = 1 CL 5'-0" CL 5'-0" I BL �OFE �1pNANp10) F� �2 2 LU C 67794; /)411,7 lb sT�T CIV t1L- FOF CAU 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT 1 REV. care BY: oEscRiPraN. BUILDER: North Valley Building Systems, Inc. CUSTOMER: JOB or. 16-005921-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DATE 04/11/2016 LOCATION:BUTLER Gridley, California Butler Manufacturing WCVERSION 2015.2d auwwcNEcre RFG / HA PROJECT: Gerald Fillmore - Fillmore Farms PAGE: 14 owvwcscnE NTS SULMISPOO 111524 t d0w. of BIU.Soom BuilAnge North Am fim Im. PC FLENAMF 18005821-01 BUTTE COUNTY BUILDING DIVISION P' " OoE COMP D 3 1 1,1G Co/vSULERWEST I NG GRoUp Secondary Part Schedule Mark Part Thick. Depth G14 00808ZS150841700 0.0600 8 1/2" G15 08Z1511417B100 0.0600 8 1/2" G35 08Z2605417A200 0.0600 8 1/2" G36 OBZ22114172200 0.0600 8 1/2" G42 00708ZS270841400 0.0790 8 1/2" H1 00108JS1600017 0.0600 8 1/2" J1 00208JS2202212 0.0980 8 1/2" J2 00308JS2202213 0.0880 8 1/2" 3 3'-0" 2 6" 1 1'-0" Dimension Key 2 PG1 1 JTG1 OPart Mark Key 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. IPC FILENAME 16005821-01 Lap Detail WSR001,WS20F2 10 1/2" WSR001,WS01G3 1'-4 1/2" WSR001,WSOIG3 1'-4 1/2" WS01G3 WSR001,WS20F2 WS20F9 WS20F9,WS2OF2,WS2OB2,WS2OB8 WS20F9,WS2OF2,WS2OB2,WS2OB8 0 In I MID rn CO I Bracing Part Schedule Part Qty Length Detail 11RU3010 2 30'-10" BR02K1,BR01G2 I BL I CL THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 4'-0" I CL —161-0" 1 0'-0" 14'-6 CL 60'-0" SECONDARY ELEVATION AT A Shape Name = Addition, Wall = 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN 'ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE I BY: I DESCRIPTION: DRAMANG SCALE: NTS �v VR,NANQk-� F2c\ cv 11' t -n t� C 67794LLJ s�. CIVIL ��P 9TFp� CA1-I SECONDARY ELEVATION AT A BUILDER: North Valley Building Systems, Inc. CUSTOMER: LOCATION: Gridley, California PROJECT: Gerald Fillmore - Fillmore Farms BUILDER'S PON DATE: BUTLER 04/11/2016 DRAVV4GHECK Butler ManufacturingRFG / HA PAGE VPC VERSION: 2015.2d 15 . dvfclon of BlueSoom Bulldrgs North Am Ha. Inc. BUTTE COUNTY 8'UILDIN DIVISI0N V OR RSV/� ODE CO Mq y 3 1MpC/gNCR 2016 T l NG GROUP Secondary Part Schedule Bracing Part Schedule Mark Part Thick. Depth Lap Detail Part Qty Length Detail G15 08Z1511417B100 0.0600 8 1/2" 10 1/2" WSR001,WS01G3 11RU3103 1 31'-3" BR02K1 G16 00908ZS150841700 0.0600 8 1/2" WSR001,WS20F2 11RU3104 1 31'-4" BR01G2,BR02K1 G17 08223114173300 0.0600 8 1/2" 1'-10 1/2" WS01G3 G19 08Z2611417A300 0.0600 8 1/21' 1'-10 1/2" WSR001,WSOIG3 G43 01008ZS270841400 0.0790 8 1/2" WSR001,WS20F2 H1 00108JS1600017 0.0600 8 1/2" WS20F9 J1 00208JS2202212 0.0980 8 1/2" WS20F9,WS2OF2,WS2OB2,WS2OB8 J2 00308JS2202213 0.0880 8 1/2" WS20F9,WS2OF2,WS2OB2,WS2OB8 1 2 3 4 3 3'-0" 2 1'-0" 1 611 Dimension Key 2 PG1 1 JTG1 OPart Mark Key 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) WIO 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 FILEWWIE 16-OG5821-01 Jl CL T - BL 1W4B1 —.1 2 16'-0"- 14'-6" 20'-0' CL THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DES GN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 1 CL 60'-0" SECONDARY ELEVATION AT G Shape Name = Addition, Wall = 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG, ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE I BV: I DESCRIPTION: DRAWING SCALF NTS Ut IM16 11:15:77 4'-0" L CL BL t C 67794LLI y; 4p s� civ►L 9lFOFCai.�F©E� SECONDARY ELEVATION AT G WIDER: North Valley Building Systems, Inc. CUSTOMER: LOCATIO1-1 Gridley, California PROJECT: Gerald Fillmore - Fillmore Farms BUILDER'S POO I, BU 4 1-j"TE COUNTY BLJjL-hh',,1G DIVISION A � � �� FOR R�Vj,�7 00� Co MAY 3 l ✓IPtl2016 gNCE CoNS1jCFRwFST T ,NG GROUP ae� 16-005921-01 DATE: BUTLER 04111/2016 . Butler ManufacturingRFG DRAVVIKHECK / HA PAGE: %PC VERSION: 2015.2d 16 a dvlWw d BWeScope Buldnge North America, I— BU 4 1-j"TE COUNTY BLJjL-hh',,1G DIVISION A � � �� FOR R�Vj,�7 00� Co MAY 3 l ✓IPtl2016 gNCE CoNS1jCFRwFST T ,NG GROUP ae� 8 ERECTION NOTE:USE USE (1) 11/32" X 1 1/4" (2) 1/2" EAVE STRUT BEND PBA TABS AND USE (2)11/32" X 1 1/4" T-45 GRAY BRACE BRACE ROOF LOCATION LOCATION SECON6.RY uLNBER WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER CHANNEL BRACE OR THE SLOTS IN THE PURLIN WEB FOR GALV, HEX NUTS T-45 GRAY SCRUBOLT (097352) (47120) LOCATE SCRUBOLT NUT (097267) (1) NUT ON EACH ,AT SCRUBOLT (097352) AND SCRUBOLT NUT (097267) (HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT) A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD CHANNEL HEAD OF SCRUBOLT TO SIDE OF PURLIN EAVE PURLIN SEE FACE OF o•. "':>I THE PURLIN WEB AND USE ASELF-DRILLER (55307) TO ATTACH. PURLIN BRACE BE ON OUTSIDE OF USE TOP HOLE OF BRACE ASSY. EAVE STRUT VIEW CHANNEL 0 2, 0: (CPB-)(TYP.) EAVE STRUT ANTI -ROLL CLIP (PBA_) FOR TAB ATTACHMENT PURLIN BRACE ( CPB-)(TYP.) o I IF PRESENT. � - -- ----- ------- --- - (2) 1/4-14 x 1 1/4' (2) 1/4-14 x 1 1/4" STRUCT. SCREWS I FIAaoE BR E (GFB-) ORHre-) STRUCT. SCREWS (5 307) CLIP RCO'U W/ (55307) to ICN FUINGE BRACE WILL TYPICALLY CONRE WEB OF THE MEMBER, \1 iRnNE EMeCR,R. CHANNEL CHANNEL FACE OF EAVE STRUT _ BRACE BRACE (CPB-) (CPB-) \ PURLIN ALTER -TC CONNECTIONS ® FLANGE BRACE REQUIREMENTS: PURLIN RULE(/1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. - EAVE PURLIN BRACE EAVE USE (2) 1/2" GALV. HEX PURLIN RULEJ2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON DETAIL BR09JG EAVE STRUT, PBA- AT 8 1/2", 10", (PDA-) STRUT NUTS (47120)) LOCATE (1) CROSS SECTION IS NOT ACCOMPANIED BY (2). PURLIN I BRACE STRAP 11 1/2" PURLINS. NUT EACH SIDE OF PURLIN RULEN3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB L (1) 1/4" X 6 1/4" (ESBS1) AT 8 1/2", (NOT REO. AT 7" PURLIN EAVE PURLIN L (1) 1/4" X 6 1/4" WHEN PART MARK IS ACCOMPANIED BY (2). RULEN4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE USE WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE DROP PIN (097556) (TYP. PER EACH END) 10" 11 1/2" EAVE STRUT TO 7" EAVE STRUT) (JCP051050) AT 7° EAVE STRUT BRACE ASSY. DROP PIN 097556 ( ) CENTER OF THE BUILDING. DOES LINE UP WITH THE DOES NOT LINE UP WITH I PBA- TYP. PURLIN ( )( ) (TYP. PER EACH END) RVLEyS- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SLOTS IN THE PURLIN WEB. THF SLOTS IN THE PURLIN WEB. AVE STRUT NOTE: SEE ERECTION DRAWINGS SIDE OF THE FRAME WEB. + 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. FOR LOCATION FOR LOW OR HIGH EAVE LOCATIONS. ° rz°/°/a ^�• "°� TYPICAL FLANGE BRACE CONNECTIONS AYv. oATE:o./OCT 11 REV. Nt.m CHANNEL BRACE ENDING AT PURLIN WEB N[v OAR: O,/°�/W ah x0 W SINGLE IRE, OAtLm/07" REV NO. t+ EAVE BRACE STRAP AND EAVE PURLIN BRACE RE DAID9/Z6/IR REV. NO.M EAVE STRUT BRACE BR09K5 +Ev. tuc 0,/Pi/R9 "[v NO W SINGLE LOCTION BRACE BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN gR09JG SELF -DRILLER WITH BENT TABS gR09JH WEBLOCATIONBRC9K2 LOCATED AT EAVE - CENTERLINE OF FRAME BR09PH INTERMEDIATE NOTE: z 1• SEE CHART FOR RIDGE BRACE NEST AND END FRAME INT. FRAME END BAY INT. FRAME INT. FRAME INTERIOR BAY ERECTION DRAWING PART MARK ROTATE ASSEMBLY SELECTION. ii GJ ANNELS NEST CHANNELS TO ACHIEVE i0 ALIGN d 5 BETWEEN HOLES AND , q USE DROP PINS TO SECURE. HOLES RR 1 PULIN BACE 0 ] 0 0 CHANNEL 1) PURLIN BRACE 0 ] 00 CHANNEL TTTTT ADJUST. CODES ADJUST. CODES C2. P USED TO SECTION SECURE (2) PURLIN BRACE ] ] O 0 GAGE A R WITH DROP (2) 1/4" x 6 1/4" CHANNELS 2 PURLIN BRACE o ] � O EIGHTHS I H H I\ PINS DROP PINS (097556) (3) PURLIN BRACE ] ] ] O CHANNELS IN H N TH NCHES LENGTH millimeters 1 W1 B 3 CHANNELS FFFTI (millimeters FFFTI \ (4) PURLIN BRACE (4) PURLIN BRACE ] ] 7 ] II SHAPE HAP J ] 7 ] GHANNLLS .CHANNELSDEPTH BAY NUMBER 7 COUNTER TYPICAL CLUSTER � �� TYPICAL CLUSTER CANOPY (C)/PARTITION(P)/ Z/ �\ CHANNEL STANDARD NOTES: �' STANDARD NOTES: "' DEPTH SHAPE CAGE DEPTH SHAPE GAGE ROOF(R)/WALL(W) NUMBER RIDGE BRACE � _ PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. 07 = 7" Z = ZEE 11 = 0.113 ASSEMBLY � (CP pR_ THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 08 = 8 1/2" C = CEE 12 = 0.098 E = LOW EAVE STRUT 07 = 7' ZS =ZEE 11 = 0.113 08 8 1/Y CS = CEE 12 = 0.098 BUILDING SHAPE �E 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 10 = 10" 13 = DDBB H - HIGH EAVE STRUT 10 = 10 ES = LOW EAVE STRUT 13 = 0.088 THE BAY /BUNDLE CODE IDENTIFIES p - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. ] - INSTALL PURLIN BRACES AT THIS CLU57ER LOCATION. 11 = 11 1/2" 14 0.079 15 = 0.073 HS - HIGH EAVE STRUT 11 = it 1/2 BB = BACK TO BACK CEE 14 = 0.079 15 = 0.073 PURLIN SEE SECONDARY ROOF DRAINING FOR BRACE REQUIREMENTS. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. 16 = 0.068 FB = FACE TO BACK CEE FF = FACE TO FACE CEE 16 - 0.058 THE BUILDING CANOPY/PARTITION/ - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - n D.D6D 17 - 0.060 ROOF/WALL PLANE AND B A Y - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. CHANNEL RIDGE BRACE ASSEMBLY SINGLE BRACE AT SYMMETRICAL RIDGE Rr. wE:o7o1 ov REv. No 0o PURLIN BRACE CLUSTER LOCATION BR09RY END BAY CHANNEL LOCATION :RN m Ec /oi/o° ­ No.oa BRO9RZ PURLIN BRACE CLUSTER LOCATION INTERIOR BAY CHANNEL LOCATION RCN.�N. No.a SECONDARY PART MARK NUMBER EN5161 COMMON GENERATED MARK NUMBERS ^� M,E.m/o, oR RE. No EN51B2 SPECIAL SPECIAL SECONDARY PART MARK KEY COMMON GENERATED MARK NUMBERS "E • oAE.m/ons vEv. N0.01 SECONDARY BUNDLE LOCATION KEY EN5183 ALL SECONDARY DEPTHS BR09PK --- NOTE: SHIM PLATE 2, 1/2,', 2 P01 CLIP �Lls PGI CLIP WELDED CLIP CONNECTION ALT. CONNECTION (4) 1/2" A307 THIN HEAD BOLT (096636) & NUT (095032) EAVE STRUT EAVE STRUT (4) 1/2" A307 THIN HEAD BOLT (096636) EAVE STRUT & NUT (095032) BRACE STRAP I 0 1 EAP2 PLATE ROOF PITCH PART ONLY REDID. RANGE NUMBER WHEN CALLED .25 TO 1.99 N/A OUT ON FRAME 2.0 TO 2.49 N/A CROSS SECTION 2.5 TO 3.49 ESH1 PO ENDBAY ROOF (ESBS1 0 0 �I � 3.5 TO 4.00 ESH2 PURLIN 0 SHIM PLATE ' JARIES 1 CLIP CONNECTION O 1 (SEE CHART) WELDED or BOLTED CLIP CONNECTION - EAVE STRUT 0 ALT. CONNECTION FRA ALT. CONNECTION BOLTED CLIP CONNECTION SHIM PLATE SEE CHART ( ) PLATE (EAP2) ry e ALT. CONNECTION EAVE STRUT BRACE STRAP � (ESBS1) AT 8 1/2'•, 10", 48" m CARIES F4 CLIPS MAY BE REQUIRED FOR 11 1/2 PURLINS. USE SIDEWALL LIP js Ba PURLIN TO FRAME CONNECTIONS. (JCP051050) AT 7"" PURLINS. PLATE OR SOLDIER (EAPI) COLUMN ROOF BEAM REFER TO INDIVIDUAL FRAME SHIM PLATE ROOF BEAM CROSS SECTIONS FOR BOLTED CLIP PART NUMBERS AND THEIR (SEECHART) SIDEWALL OR 4 1 1� LOCATIONS. (2) 1/2" X 2" SOLDIER COLUMN CLIPS MAY BE REQUIRED FOR A325 BOLT (097280) SHIM PLATE "1/2- 2 5/B' PURLIN TO FRAME CONNECTIONS. a REFER TO INDIVIDUAL FRAME CROSS SECTIONS FOR BOLTED CLIP PART NUMBERS AND THEIR FN O 4� ,� �, 1\1V SHIM PLATE FRAME OR ROOF PITCH PART SOLDIER RANGE NUMBER COLUMN ROOF PIIECH NUMBER BOLT EAVE STRUT AND .25 TO 1.99 N/A EAP1 PLATE TO FRAME W/ \ BOLT EAVE STRUT AND EAP2 PLATE TO FRAME W/ 6 112- X 2" „ A325 BOLT 097280 ( ) LOCATIONS. o �'�\'� t0 1.99 N/A 2.0 TO 2.49 N/A (8) 1/2" X 2" `o. / �� .25 2.5 TO 3.49 ESH1 A325 BOLT (097280) q;:" "t• op �' e1' -O" AT 7' & 8 1/2" OUTSET / RAKE BEAM ^\e, o Q� ti� 2.0 TO 2.49 ES1t 2.5 TO 3.49 ESH2 3.5 TO 4.00 ESI f'q�' 1 V-3" AT 10" & 11 1/2" OUTSET 3.5 TO 4.00 ESH3 LOW EAVE STRUT SHOWN - HIGH EAVE STRUT USES SIMILAR PARTS. LOW EAVE STRUT SHOWN - HIGH EAVE STRUT USES SIMILAR PARTS. rxv. u.rr or/O Voa RI No oa PURLIN AND GIRT SIZES 7" & 8 1/2" PURLINS to RRmns NL ". PURLIN CONNECTION AT INTERIOR FRAME rz tNn,ns Rc v. No. o, PURLIN CONNECTION TO END FRAME acv. DAM:0/26/15 [REV. No. 01 EAVE STRUT CONNECTION Rn. o.rz omens acv. No. o. EAVE STRUT W/ ATTACHMENT PLATE acv. OA1E:t]/as/Is RCv. No. oz EAVE STRUT W ATTACHMENT PLAT RS12PF EN52F1 8 1/2' 216mm RSO1T1 CONTINUOUS PURLINS RS02T1 CONTINUOUS PURLINS RS12PA AT INTERIOR FRAME 2 RS12PE INTERIOR FRAME END FRAME SHIM PLATE ROOFPITCH PART RANGE NUMBER .25 TO 1.99 N/A 2.0 TO 2.49 ES/1 2.5 TO 3.49 ESH2 J.5 TO 4.00 ESH3 EAVE I STRUT SHIM PLATE (SEE CHART) LSS ROOF BEAM ,q (2) 1/2" X 2.. NANp� A325 BOLT (097280) . o• ��, L C 67794 �_ •1'-0" AT 7" AT 8 1/2" OUTSET . 13 1'-3" AT 10" & 11 1/2. OUTSET LOW EAVE STRUT SHOWN - HIGH EAVE STRUT SIMILAR C1v 1\1 �P '7 RCv. L-0/1"/11 IKI N0, 01 EAVE STRUT CONNECTION R512PH AT END FRAME C�i�L\F�¢ - THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF SECONDARY SED'S W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REv core 1W': DescRlPnoN: BUILDER: North Valley Building Systems, Inc. °B* STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION THE BUTLER MFG. ENGINEER'S SEAL DOES 16-005921-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR DATE: 016 201 0AVOVCHECK OF WALL AND ROOF SHEETS. NOT APPLY TO THE PERFORMANCE OR CUSTOMER: BUTLER 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION. Gridley, California pR4111 RFG / HA 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 PROJECT: Gerald Fillmore -Fillmore Farms Butler Manufacturing g PAGE: DRAWING SCALE: NTS REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDER'S POA` VPCVERSION 2015.2d 17 R 1v41 n d BI -S -Po Bddnae With A -H.. Int. VPC FILENAME- is -w,921-01 01"TE OOLIN-11'Nop UILDING DIVISION _ ROVE REVIEWED FOR Cnl)E COMPLIANCE MAY 3 1 20) INTERWEST CONSULTING GROUP �� �r SPY HARDWARE INSTALLED IN THIS ORDER: M BRACE ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED J1 IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" FLAT WASHER "A" HEX NUT HEX NUT (� CORNER POST WASHERS WASHERS ROD DIA. NUT A B HILLSIDE ROD DA. NUT A B HILLSIDE 3 8" 095321 096408 46040 043657 3/8. 095321 096402 46040 043657 112" 095230 095872 095946 043657 1/2' 095230 095872 095946 043657 5/8" 095233 095945 095946 043657 5/b" 095233 095945 095945 043657 3L4' 095235 095946 095948 043658 3 a' 095235 095946 095948 043658 7/8' 095237 095947 095948 043658 718 095237 095947 095948 043658 1' 095238 095948 095949 D43659 1" 095238 095946 095949 0436591 1 8" 095239 095949 095949 043659 095239 095949 095949 043659 REv. oMcas/w/u RE". No. oz WALL RODm-'/'°/'° "`" ROD BRACING THRU ROD SLOT BRO1G2 AT RAKE BEAM R BR02H1 COLUMN SHOWN / RAFTER SIMILAR ERECTION DRAWING PART MARK C 2 1/2„ 2 5/8„ P R 1W1B3 BAY NUMBER 46• LI P CANOPY (C)/PARTITION(P)/ ROOF(R)/WALL(W) NUMBER BUILDING SHAPE 21/2" 2 �5/8 THE BAY/BUNDLE CODE IDENTIFIES THE BUILDING CANOPY/PARTITION/ ROOF/WALL PLANE , AND BAY SECONDARY BUNDLE LOCATION KEY "E "'°°'/°'/°x "" -°° PURLIN AND GIRT SIZES ENS1B3 ALL SECONDARY DEPTHS EN53F1 8 112" 216mm SECOND CEE ON A DOUBLE JAMB IS HELD BACK 6" FROM EACH END OF MAIN JAMB. A r-1 WALL BRACE ROD GIRT TO JAMB DEPTH JAMB CLIP7' 8 1/2" 10" 11 1/2" Y JT63 JTC6 07 - 7 III' 0- I I/2' JTGI JIGS JTG7 10" N2 JTGa JTG2 U 11 1/2' 095278 1 1/4" JTG2 1-1 A SINGLE JAMB MAXSECTION A—A 0 CONCRETE FSNR I DIM. A AT 24" O.C. I "1 (BY BUILDER) BASE MEMBER I a 3 1/4" AT 7 8 1/2 10" JAMB - 6 1/4" AT 11 1/2' JAMB JAMB CAN BE 1 1/2' DECPER TAN THE JAMBGIRT ALIGN JAMB ANDSGIRTDATTBL. SECTION A—A REV LAFODI/°I/09 I REv. No 0o JAMB BASE ATTACHMENT REV, DAM:UR 21/15 REV. No o. WS20B8 SINGLE OR DOUBLE JAMB WS20F2 \-ZEE GIRT SHOWN CEE GIRT SIMILAR JAMB CAN BE 1 1/2' DEEPER THAN THE JAMB SUPPORT GIRT. (ONLY EXCEFTON: 11 1/2" JAMB CAN BE USED W/ 6 1/2" GIRT) AUCN JAMB AND GIRT AT BL. GIRT TO JAMB SINGLE JAMB ROD DIA. CLEVIS CLEVIS 07 - 7 III' PIN DIA. JAMB, SINGLE 097572 RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON 2" N2 12 = 0098 . OR DOUBLE 3/4" 095278 1 1/4" 7/8- 095279 (2) 1/2" X 1 095280 13 - 0.088 1 1/B 095281 1 1/4- 095262 A325 BOLT (4 1 315" 097593 1 1/2" 1 1/2' DOUBLE JAMB CONNECTION (2) 1/2" A307 THIN JAMB BASE CLIP (PCI) I EN51B1 FB = FACE TO BACK CEE 15 = 0.073 DIM. AHEAD BOLT (096636) dC 17 - 0.060 FF = FACE TO FACE CEE 16 - 0.068 NUT (095032) 17 - 0.060 (Z) 1/2" A307 THIN BOLT (096636) 1/2- ANCHHEAD RODS WTH OR & NUT (095032) GIRT CLIP HARDENED WASHER CHART) 6" �F�N(N60(SEE MAXSECTION A—A 0 CONCRETE FSNR I DIM. A AT 24" O.C. I "1 (BY BUILDER) BASE MEMBER I a 3 1/4" AT 7 8 1/2 10" JAMB - 6 1/4" AT 11 1/2' JAMB JAMB CAN BE 1 1/2' DECPER TAN THE JAMBGIRT ALIGN JAMB ANDSGIRTDATTBL. SECTION A—A REV LAFODI/°I/09 I REv. No 0o JAMB BASE ATTACHMENT REV, DAM:UR 21/15 REV. No o. WS20B8 SINGLE OR DOUBLE JAMB WS20F2 \-ZEE GIRT SHOWN CEE GIRT SIMILAR JAMB CAN BE 1 1/2' DEEPER THAN THE JAMB SUPPORT GIRT. (ONLY EXCEFTON: 11 1/2" JAMB CAN BE USED W/ 6 1/2" GIRT) AUCN JAMB AND GIRT AT BL. GIRT TO JAMB SINGLE JAMB ROD DIA. CLEVIS CLEVIS 07 - 7 MARK NO. PIN DIA. 3/8' 097572 RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON 2" 097573 12 = 0098 . 5/8 095277 3/4" 095278 1 1/4" 7/8- 095279 1 095280 13 - 0.088 1 1/B 095281 1 1/4- 095262 HIS - HIGH EAVAV E STRUT 1 315" 097593 1 1/2" 1 1/2' 097594 BR06AE BRACE ROD BR02K1 WS01G3 COTTER PIN I MAY BE FURNISHED WITHOUT A SHOULDER, THEN TWO COTTER PIN WILL BE PROVIDED. Rom ROD BRACING CLEVIS ASSEMBLY HEADER TO CLIP (PG1) DOOR HEADER A I EQUAL 3" EQUAL I I 0 1 I I I OPENING I HEIGHT SECTION A—A wrz.m7ol/oa REv xo.a WS2DF9 Vp`t �pN e PQ O�Op�R SEG SEE GIRT CLIP (PCI) MAY BE SHOP WELDED (GCI OR CCA-) 7" & 8 1/2" GIRT GIRT CONN. AT COLUMN OUTSET CONTINUOUS GIRT SINGLE JAMB L"7 I/4 Neu, "." HEAD BOLT (096636) & NUT (095032) HEADER TO JAMB ANY HEADER. ANY SINGLE JAMB BRACE g FRAME BRACE )CATION a LOCATION I ROOF SECONOARY �— FLANGE BRA`E (GFS-) OR (HFB-) CLIP REO'D W/ THICK GLANCES FLANGE BRACE WILL TYPICALLY CONNECT To THE WEB OF THE FRAME MEMBER. O ALTERNATE CONNECTIONS DEPTH FLANGE BRACE REQUIREMENTS: 07 - 7 GAGE OS - 6 1/2" RULEJ1- ALL FLANGE BRACES ON CROSS SECTIDNS MUST BE INSTALLED. 10 - 10' RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON 11 _ 11 1/2" CROSS SECTION IS NOT ACCOMPANIED BY (2). 12 = 0098 . RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB CS = CEE WHEN PART MARK IS ACCOMPANIED BY (2). H - HIGH SAVE STRUT RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE - 10 1 CENTER OF THE BUILDING. 13 - 0.088 RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME 14 = 0.079 SIDE OF THE FRAME WEB. HIS - HIGH EAVAV E STRUT "" 10" &11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. I °"°°'/°'/°" "° "°°° TYPICAL FLANGE BRACE CONNECTIONS BB = BACK TO BACK CEE BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN I EN51B1 --1 8 1/2" GIRT CLIP (GC5) 10" GIRT CLIP (GCE-) MAY BE SHOP WELDED (GC2 OR GCB-) 4 � GAYt g COLUMN '-ZEE GIRT SHOWN CEE GIRT SIMILAR WSO1H2 CORNER COLUMN ENDWALL GIRT--, 8 1/2" & 10" INSET GIRT ADJUST. CODES GAGE I HTH INCHESI LENGTH (millimeters) SHAPE ADJUST. CODES GAGE EIGHTH INCHE LENGTH FFFT millimeters HAP SHAPE GAGE DEPTH SHAPE GAGE Z = ZEE it = 0.113 07 = 7' ZS = ZEE 11 = 0.113 C =CEE E = LOW EAVE STRUT 12 = 0098 . 08 8 1 /2" CS = CEE 12 0.098 H - HIGH SAVE STRUT 13 = 0.088 - 10 1 ES - LOW E STRUT 13 - 0.088 14 = 0.079 = 11 111 1/2' HIS - HIGH EAVAV E STRUT 14 = 0.079 15 = 0.073 BB = BACK TO BACK CEE 16 = 0.068 FB = FACE TO BACK CEE 15 = 0.073 17 - 0.060 FF = FACE TO FACE CEE 16 - 0.068 17 - 0.060 SECONDARY PART MARK NUMBER COMMON GENERATED MARK NUMBERS (GC19'/,--) AT°7" & 10" GIRT (RIGHT SHOWN) R (GC18-) AT 8 1/2" GIRT (GC20-) AT 11 1/2" GIRT GIRT CONN, AT COLUMN REv. DA E.O 2JN REv. Nom INSET GIRTS WSO4E2 GIRT CLIP (BOLTED) (WELDED) (PGI) (GCT) ATT GIRT CORNER COLUMN (PG1) (CCI) AT 8 1/2" GIRT a (GCO-) (GCA-) AT 10" GIRT ENDWALL O (GCD-) (GCA-) AT 11 1/2" GIRT GIRT, i IAKE SEAM GABLE GIRT CONN. TO RAKE BEAM INSET GIRTS GIRT CLIP (BOLTED (W (GC5) (GC2) AT 8 1/2" GIRT (GCE-) (CCB-) AT 10" GIRT 8 1/2" & 10" INSET SIDEWALL 4DEWALL GIRT / y o 4 A FRAME zCT CLIP Q (BOLTED)(WELOED) ( ••• ) (GC64_) AT 7" GIRT GIRT FILLER ANGLE (GC34-)(GC65-) AT 8 1/2" GIRT (GFA-) W/ (4) 55307 (GC62-)(GC66-) AT 10" GIRT (GC63-)(GC67-) AT 11 1/2" GIRT "•• - SEE DETAIL WSRD02 FOR BOLTED CLIP TO 7" GIRT DAm°s/10/u REv. NOW GIRT CONN. AT CORNER COLUMN WSRDOI _ INSET GIRT AT EW, ANY OUTSET GIRT AT SW dq7 , N 4 6 ¢ FRAME ZGIRTCUP (BOLTED)(WELDED) ( ••• )(GC64-) AT 7" GIRT GIRT FILLER ANGLE (GC34-)(GC65-) AT 8 1/2" GIRT (GFA-) W/ (3) 55307 (GC62-)(GC66-) AT 10" GIRT (GC63-)(GC67-) AT 11 1/2" GIRT ••• - SEE DETAIL WSR007 FOR BOLTED CLIP TO 7" GIRT 8 1/2" & 10" INSET SW GIRTS 6ATD02/+o�u REv Nom GIRT CONN, AT CORNER COLUMN WSROO4 ANY INSET GIRT AT EW, INSET GIRT AT SW V. DATE 07/131/18 REv. No.eo EN51B2 SPECIAL SECONDARY PART MARK KEY COMMON GENERATED MARK NUMBERS OPTION FOR FO'S UP TO 9' X 9' USE (3) 1/4"-14 X 1 1/4" SDS (55307) LOCATED APPROX AS SHOWN. NO CLOSER THAN 3/8' FROM EDCE OF CLIP OR HOLES. SCREW SPACING NOT LESS THAN 3/4' APART. FIELD LOCATE AND DRILL (2) 9/16' !OOIAMETER HOLES IN ZEE GRT ^p TO ATTACH JAMB (2) 1/2" X 1 1/2- A325 BOLT (49080) A GIRT SEf(f�ATON Af LOW CTlav ZEE GIRT (JAMB SUPPORT \ -A GIRT) \V/ DOUBLE JAMB (2) 1/2" A307 THIN CONNECTION HEAD BOLT (096636) JAMB, & NUT (095032) SINGLE @ OR DOUBLE JAMB CAN BE 1 1/2' DEEPER THAN THE JAMB SUPPORT GIRT. (ONLY EXCEPTION. 11 1/2" JAMB qj: CAN BE USED W/ 8 1/2" CIRT) ALIGN JAMB AND GRT AT BL. I P01 CLIP = 3 3/4" AT 7", 8 1/2 10" GIRTS SECTION A -A PGV1067 CLIP - 4 3/4" AT 11 1/2" GIRTS V. DAM 11/30/15'E' Nn os JAMB TO GIRT WS2062 SINGLE OR DOUBLE JAMB, ANY ZEE GIRT / /y NAIVoF-'<<'y rn 2 W C 67794 � x 04113 ti s� crvi\- �P q�FOF CA'IL. 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MANUFACTURING 1640 GENESSEE ST. KANSAS CITY, MO 64102 WALL SECONDARY SED'S REV. DATE BY: DESCRIPTION eLALDeJa: North Valley Building Systems, Inc. CUSTOMER: OB r 16-005921-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DATE: LOCATION, Gridley, California BUTLER Manufacturing Butler Manufacturin \PC VERSION, 2015.2d 04/11/2016 DRAWT9CHECK RFG f HA SOT Gerald Fillmore -Fillmore Farms PAGE- 18 ORAVMNGSCALE: NTS BU DER'sPor - _- - ----.---..... A N W°n of BI i Scone B°ildFgm, N°rM A—dm I.. VPC FLENAIE jei 5921-01 BUTTE COU"T",,P BUILDING DIVISIC�IIq At:11 ) 'PROVED REVIEWED FOR CODE COMPLIANCE MAY 3 1 2016 INTERWEST CONSULTING GROUP , 41� -re a,p� tzoa ItSpruce StF Sprue, St I, ENGINEERING DESIGN LOADS G w f I, 1. REQUIRED SPECIAL INSPECTIONS SHALL BE PERCORMED By AN INDEPENDENT Gridley 5`�EC!AL INSPECTOR PER CWAF'TER n CF T14E CBC AND LOCAL BUILDING Sycamore S TE ;L,1 DEPARTMENT REQUIREMENTS. SEIS^`IC DESIGN: 2. TWE SPECIAL INSF'EGTCR SHALL BE WIRED BY TWE OWNER AND APPROVED BY Jay Or Mano'iy St � R!5K CATEGORY: I! GRIDLEY, CA 95948-0211 SE15`11C iMQORTANCE FACTOR: IC I _ _ ._ �• Nr nut rma GRIDLEY, CA 95948-0211 DEPARTMENT WITH TWE PERMIT APPLICATION. TWE SPECIAL INSPECTOR MUST BE 5DI 0335 5D5 = O.52'1 Laurel St APPROVED BY TWE BUILDING DEPARTMENT PRIOR TO BEGINNING SDG 'D' - _ 5FRS CSMR=/OSGB=/LIGWT-FRAME WALL W/ WOCD SP. C5 = 0.1509 FRAME / =0,'625 BRACE 4. SIP ANALYSES BY EQUIVALENT LATERAL FORGE ME1WOD FOR REVIEW BY BUILDING DEPARTMENT FIELD INSPECTORS. 2. CCN5TR'UCTION SHALLM CCNFCRTO T WE5E PLANS AND ALL A�PL!CAQLE 5. COPIES C� ALL IN5PEGTOR REPORTS SHALL BE FILED WIT" TWE LOCAL CODE -5 AND LOCAL CRDiNANCES INCLUDING TWE FCLLOW!'NG: Ash St 2C13 GAL IFCRNIA STATE BJ!LD!NG CODE, TITLE 24, SART 2 FILED WEEKLY DURING CONSTR'JCTIrON'. REPORTS SHALL NOTE ALL 2013 GAL!FORN1A 5 T ATE ELECTRICAL CODE,TITLE 24, PART 31 - Yom+ St ! . 2C13 CALIFORNIA STATE I",EGt-+AN!CAL CODE, TITLE 24, PART 4 ''. A Che, i ' Little Ave 6. UPON COMPLETION OF TWE PROJECT, TWE INSPECTOR &WALL SUBMIT A FINAL 2013 CALIFORNIA STATE EN --R5`!' GORE, 717LE 24, FART 6 SIGNED REPORT STATING WWETWER TWE WORK REQUIRING SPECIAL INSPECTION T. .- T 203 CA'_!FCRti!A STA= FIRE. G..,...E ! �T LE 24, ART . 9 ., WAS, TO TWE BE5T OF TWE !Ne=ECTCR'5 KNO'W!_EDGE, PERFCRr"'ED IN 2CI3 CALIFORNIA GREEN BUILDING STANDARDS CODE � r- TWE APPROVED SPE I`' � CON. ORMAN--E TO W_ A, PROVE. PANS AND CI (CATIONS AND T"E G I�• 'O 3. STEEL BU!LDN* SCALL BE DE5'5NED BY CT"ERS TC CBC AND r 5='=CI4L INSPECTION WILL BE PROVIDED BY: `AF MBMA REQ'IRE"''ENT5. `'ANU=ACTURER SHALL PROVIDE SWOP DRAWINGS a PLIED "ESTING CONSULTANTS AND CALCULATIONS 45 REQUIRED B" LCCA- BUILD'�NG DESOART-^ENT h, i;> • m 4. EAC"' SUQGONTRACTOR SHALL EXA"^'N= TWE PLANS CAREFULLY WIT" Shp!eon Ave RESPECT TO ADJOINING WORK. ANY CCNFL!CTS 5NALL BE REPORTED TC _ ENG!NEER F R'CR TO TWE BEGINNING O'` WORK. PWCNE (530) 891-6625 5. TWE SEAL AND SIGNATURE FCR T"ESE =:-ANS APP: •,ES ONLY TO T"E 8. S=ECIAL 11,45PECTICN IS REQUIRED FOR T"E FOLLOWING ITEh'IS AND DESIGN ON TWE BUILDING CC-,PONENTS AND FEATURES AND PROCEDURES AS NOTED. 5=-=C'FICALLY DETAILED ON THE&E PLANS AN -DIS NOT INTENDED 45 TWE � yy Llterty Rd HIGH STRENGTH BOLTITJG: Fol5s Lni ACCORDANCE WITW A!SC 360 AND CBC TABLE ;704.31 B. ALL WIGI-4 STRENGTI4 BOLTS ARE TO BE INSTALLED U5ING "TURN OF TWE Lalavi Or ! }{trtt-sirt Ln' a j '• PJielsen Ave Petersen Atie 0 Z7 Wright A% - PROJECT ` SITE Fagan i E Fvtns Tia ana Feimer Fd _.: _ VICINITY MAP: N.T.S. ----_-----LU .- EVANS REIMER R OAD----- TQT +— - I ill li lil I� 111 11 i III EXISTING I� WALNUT Ir III ORCWARD 11 ail IN I) I 111 j} 48.04 AC t W I I ^1j1(yal Cv C1 C, " i I 1 . J I" '!I> ull� �!I(, 4 I� IIIA (I �7 I 7_ i; I X cA 11 X tIw utll oil I� SEE DETAIL TO R!GWT FOR TN15 AREA vl M SITE FLAN., 111MI1114001 BUTTE COUNTY APN: 021-230-061-000 Rro ' PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES GENERAL NOTES SPECIAL INSPECTIONS I, ENGINEERING DESIGN LOADS EX15T!N0 BU;LC'NG 1. REQUIRED SPECIAL INSPECTIONS SHALL BE PERCORMED By AN INDEPENDENT ROOF LIVE LOAD: r'11NIMUM5 PER CBG TABLE 1601A.1 5`�EC!AL INSPECTOR PER CWAF'TER n CF T14E CBC AND LOCAL BUILDING WIND LOADING BASED ON: NIC MP"/EXPOSURE "G" TE ;L,1 DEPARTMENT REQUIREMENTS. SEIS^`IC DESIGN: 2. TWE SPECIAL INSF'EGTCR SHALL BE WIRED BY TWE OWNER AND APPROVED BY SITE CATEGORY: D TWE ENGINEER. R!5K CATEGORY: I! GRIDLEY, CA 95948-0211 SE15`11C iMQORTANCE FACTOR: IC 3. SPECIAL INSPECTOR CERTIFICATIONS SHALL BE SUBMITTED TO TI,4E BUILDING 55 = 0598 SI = 0.2,14 GRIDLEY, CA 95948-0211 DEPARTMENT WITH TWE PERMIT APPLICATION. TWE SPECIAL INSPECTOR MUST BE 5DI 0335 5D5 = O.52'1 APPROVED BY TWE BUILDING DEPARTMENT PRIOR TO BEGINNING SDG 'D' CCN57R'UCTION. 5FRS CSMR=/OSGB=/LIGWT-FRAME WALL W/ WOCD SP. C5 = 0.1509 FRAME / =0,'625 BRACE 4. ALL INSPECTOR'S WANDWRITTEN LOGS SHALL BE AVAILABLE ON TWE JOBS!TE ANALYSES BY EQUIVALENT LATERAL FORGE ME1WOD FOR REVIEW BY BUILDING DEPARTMENT FIELD INSPECTORS. 2. CCN5TR'UCTION SHALLM CCNFCRTO T WE5E PLANS AND ALL A�PL!CAQLE 5. COPIES C� ALL IN5PEGTOR REPORTS SHALL BE FILED WIT" TWE LOCAL CODE -5 AND LOCAL CRDiNANCES INCLUDING TWE FCLLOW!'NG: BUILDING DEPARTMENT AND CRANDALL ENGINEERING. REPORTS SHALL BE 2C13 GAL IFCRNIA STATE BJ!LD!NG CODE, TITLE 24, SART 2 FILED WEEKLY DURING CONSTR'JCTIrON'. REPORTS SHALL NOTE ALL 2013 GAL!FORN1A 5 T ATE ELECTRICAL CODE,TITLE 24, PART 31 DISCREPANCIES 1:1�-IETWER CCRREG TED OR NCT. 2C13 CALIFORNIA STATE I",EGt-+AN!CAL CODE, TITLE 24, PART 4 2013 CALIFORNIA STATE PU"'5iNG C^DE, "TLE 24, PART 5 6. UPON COMPLETION OF TWE PROJECT, TWE INSPECTOR &WALL SUBMIT A FINAL 2013 CALIFORNIA STATE EN --R5`!' GORE, 717LE 24, FART 6 SIGNED REPORT STATING WWETWER TWE WORK REQUIRING SPECIAL INSPECTION T. .- T 203 CA'_!FCRti!A STA= FIRE. G..,...E ! �T LE 24, ART . 9 ., WAS, TO TWE BE5T OF TWE !Ne=ECTCR'5 KNO'W!_EDGE, PERFCRr"'ED IN 2CI3 CALIFORNIA GREEN BUILDING STANDARDS CODE � r- TWE APPROVED SPE I`' � CON. ORMAN--E TO W_ A, PROVE. PANS AND CI (CATIONS AND T"E AP`LICABLE WORQ`fAN5WIP PROVISIONS O= TWE CUBIC AND/OR ICC REPCRT. 3. STEEL BU!LDN* SCALL BE DE5'5NED BY CT"ERS TC CBC AND ,. 5='=CI4L INSPECTION WILL BE PROVIDED BY: `AF MBMA REQ'IRE"''ENT5. `'ANU=ACTURER SHALL PROVIDE SWOP DRAWINGS PLIED "ESTING CONSULTANTS AND CALCULATIONS 45 REQUIRED B" LCCA- BUILD'�NG DESOART-^ENT 306C TWC`S;ZNTREE DR'VE, 57E 10 4. EAC"' SUQGONTRACTOR SHALL EXA"^'N= TWE PLANS CAREFULLY WIT" G"!GG, CA 95973 RESPECT TO ADJOINING WORK. ANY CCNFL!CTS 5NALL BE REPORTED TC _ ENG!NEER F R'CR TO TWE BEGINNING O'` WORK. PWCNE (530) 891-6625 5. TWE SEAL AND SIGNATURE FCR T"ESE =:-ANS APP: •,ES ONLY TO T"E 8. S=ECIAL 11,45PECTICN IS REQUIRED FOR T"E FOLLOWING ITEh'IS AND DESIGN ON TWE BUILDING CC-,PONENTS AND FEATURES AND PROCEDURES AS NOTED. 5=-=C'FICALLY DETAILED ON THE&E PLANS AN -DIS NOT INTENDED 45 TWE SEAL OF TWE ENGINEER OC RECORD =OR TWE ENTIRE PROJ'cC'. HIGH STRENGTH BOLTITJG: A. IN57: ALLATION OF WIGW STRENG T W BOLTS 5 -WALL RECEIVE INSPECTION IN ACCORDANCE WITW A!SC 360 AND CBC TABLE ;704.31 B. ALL WIGI-4 STRENGTI4 BOLTS ARE TO BE INSTALLED U5ING "TURN OF TWE DEFERRED SUBMITTALS NUT" 1"1= �+OD 5=ECIF ED IN TWE 13TW EDITION OF THE .4!5e-- SPECIFICATION 15GSPECIFICATION FOR STRUCTURAL JOINTS USING 45T" A325 OR 4490 1. TW!S BUILDING IS TO BE EQUIPPED TWROUGWCUT W:TW AN AUTOMATIC FIRE 60LT5". PERIODIC MONITORING OF BOLT TIGWTENING IS ACCEPTABLE WW N U51NG "TURN CF TWE NUT" METWCD. EXT!NGUI5WING 5YSTE" CONFORMING TO CBC G=�ApTER 9, THE CALIFORNIA FIRE CODE AND N=;=.4-13. B. INSPECTOR SHALL VERIFY TWAT ALL BOLTS AND W451­4ER5 GONFORI 2. PLAINS AND SPECIFICATIONS FOR FIRE EXTINGUI5"ING ST'57E�1, ALARA W!TW TWE REQUIRED SPECIFICATION. SYSTE'l AND CTWE:R REQUIRE ECU!P"'IENT 5N4LL BE SUBMITTED TO CRANDALL ENGINEERING AT LEAST TWREE WEEKS PRIOR TO TWE INSTALLATION Or- ANY COVERED ECUIP�MENT. C. INSPECTOR SHALL VERIFY TWAT THE MEMBERS TO BE CONNECTED ARE PROPERLY ALIGNED PRIOR TO TIGHTENING, 3" CRANDALL ENG!NEER!NG WILL REVIEW TWE PLANS AND 51=ECIKICATION5, AND WWEN APPROVED, FORWARD TWEM TO TWE BUTTE COUNTY BUILDING D, TESTER 544ALL OBSERVE THE CALIBRATION PROCEDURES WI4EN DEPARTMENT FOR FINAL APPROVAL. REQUIRED BY THE A5TM SPECIFICATION (A325 OR A490) AND "ICNITOR T14E INSTALLATION CF BOLTS TO DETERMINE TWAT ALL PLIES OF GONN�''T TERIAL WAVE BEEN DRAWN TOGET"ER. REVIEWED FOR CODE COMPLIANCE USING THE FOLLOWING CODES: ❑ 2013 CALIFORNIA RESIDENTIAL CODE ,oW 2013 CALIFORNIA BUILDING CODE 2013 CALIFORNIA ELECRTICAL CODE 2013 CALIFORNIA PLUMBING CODE 2013 CALIFORNIA MECHANICAL CODE �7 2013 CALIFORNIA ENERGY CODE 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE ❑ 2013 CALIFORNIA BUILDING CODE— STRUCTURAL PROVISIONS ONLY ❑ 2013 CALIFORNIA FIRE CODE ❑ OTHER: COMPLETION OF THIS REVIEW DOES NOT AUTHORIZE CONSTRUCTIONTTO TE PROCEED LOCAIN L REGULAIO NNSOF ANY FEDERAL, BY: DATE: INfIERWEST CONSULTING GRO P REVIEWED FOR COD COiVIPLI CE DA BY i ll o ,f;yl Ll lull jV I 11 i dry; Z-\, EXISTING WALNUT ORG�!ARD 1 EXISTING DRAINAGE i � X15T N �/ 198' I IPE TO DITCW 89 59' EXISTING WELL EXISTING _ TRUCK RAMP !G i'- AGGESSIBLE PARKING 5icAGE AND 1 �`1 O' X '' � 4J � i0 BUG ILDING ACC- TC BE CONST 6RUCTED / CONCRETE�_ --- --�.TANG !) ���� UNDER SEPARATE PERMIT � � WE) _ ------- -------------------- ----------- ; / z i EXISTING GRAVEL DR VE i�% U c , ,} _r- 1 I ------ • t f Ql I UI I r /N rf i 1- . r EXISTING j--/U� U U EXISTINCa S(NCs UILDIXCE)'. X(E) / / \-- j z, 1 , z w ;11 GRAVEL � Q /.q y . Q .,. , Q . rt . 48,158 Sr. TOTAL /J i( DRi V� 0 I Q s - X 0,11 !I 30e22t S.F. I i EXISTINfxt" i ail n. �1,10 a_ m p .3J- Ali i t /o,W •� ;� � I j •. ,' I L I _EXISTING WELLS X/Eii "-- - - - - EX157!NG SEPTIC- EXISTING EPTICEXISTING- E..t e_ XIS" Sp R ?,2Vc \✓ _ \ P RES.RV _ awl III -T � t EXQING DRAINAGE D.' T G 1 1 EXISTING 12' X20'1 CONCRETE 1 CCNCRc'E SLAB APRON 6I' 34 45 t L a CONTOUR INTERVAL - 2.0' I U SOIL LOSS t STORMWATER f=OLLUTION PREVENTION I. NO 501L DISTURBANCE SHALL OCCUR PRIOR TO OBTAINA!NG A BUILD!NG OR GRADING PERMIT, 2. PARTY RESPONSIBLE FOR IMPLEMENTATION OF 571CR^IWIATER AND EROSION CONTROL FEATURES 5W4LL BE: NORTW VALLEY BUILDING SYSTEMS CONTACT: ANDY WOOD 30 SEVILLE COURT GWICO, GA 95928 PWONE: (530)345-7296 3. EROSION CONTROL MEASURES 5"41-1- BE IN PLACE BE'71=—N OCTOBER 15 AND APRIL 15 AND WWENEVER RAIN 15 FORECAST FOR TWE PROJECT VICINITY, 4. CONSTRUCTION 5NALL BE 5CWEDULED AND EXECUTED IN A MANNER TWAT L!` !TS BCTW SCIL ERO51ON AND POTENTIAL STORM WATER POLLUTION AS REQUIRED QY TWE CALIFORNIA GREEN BUILDING CODES STANDARD SECTION 5.106. 5. MEASJRES NOTED 5NALL BE IMPLEMENTED TO CCN'=ORM WIT" TWE BEST MANAGEMENT PRACTICES' IBMP'S) OUTLINED IN TWE CALIFORNIA STORM WATER QUALITY ASSOCIATION WANDBOOK, NOVEMBER 2009 EDITION. 6. ANY 501L TRACKED FROM TWE SITE INTO TWE PUBLIC STREET S"ALL BE CLEANED UP AT TWE END OF EACH WORK DAY. i. INACTIVE SOIL 5TCCKPiLES 5"4LL BE COVERED. ACTIVE SOIL 57,01--KPILE5 51­44LL BE COVERED PRIOR TO ANY FORECAST RAIN EVENT. 8" EROSION CONTROL "IE4SURE5 5WALL BE MAINTAINED FOR TWE DURATION Ot: CONSTRUCTION OR UNTIL ALL EXPOSED SOIL 15 COVERED W! T" PAVING, VEGETATION OR OT"ER FINISH SURFACING AS SWOILN ON TWE PLAN5. 9. WA5WING CF CONCRETE ECWPMENT AND TOOLS AT ANY LOCATION 07 --LER TI -JAN TWE DESIGNATED WAS" -OUT 5WOWN ON TWE PLANS IS A VIOILAT!CN OF LAW AND SUBJECT TO FINE. 10" RECUTS ED 501L EROSION AND STORM WATER PCLLU71CN PREVENTION r,1EA5U1RE5 SHALL BE AS FOLLOW: A. CONSTRUCT TEMPORARY CONCRETE WAST -;-OUT AREA. CCN5TRUCTICN, OPERATION AND D15P054L 514ALL CONt0R-1 WIT" CASQA BM= WM-8, B EXISTING GRAVEL ROAD WILL PROVIDE ADECUATE GON5TRUGTICN ENTRANCEIEXIT FOR T1- iS PROJECT. G. CONSTRUCTION S!TE 15 ADJOINED ON DOWN5LOPE SIDES BY EXISTING CRC"ARDS- ORC"ARD W!LL SERVE AS SETTLING AREA FGR TRAPPING ANY SILT IN RUNC-F. D. D157UR5ED AREAS WILL BE COVERED WIT" CONCRETE SLAB WWERE SWOWN ON PLAN OR 6" MINIMUM OF DUST -FREE GRAVEL FOR FINAL SURFACING. 4Cg' SITE DETAIL: P=&O' 6" EL,4CK LETTERS ON -- Wr.:ITE BACKGRC'UND • t 1 Oil-, L -6 11ltt J1 3'X 2't — PLYWOOD SIGN 2X12 FRAME WELD FIR^1LY IN %=LACE WITH IX2X24" 5TAKES AT 307W SIDES NOT "'CRE 'WAN 6' C.G. FOR FULL PERIMETER 'O MIL V15QJEEN LINER �'WITW EDGES LAPPED 12" I SEALED Ix2x24" STAKES EA �. SIDE CF FRAME DETAIL- rA"'s\ tlse C 0, KEY nar � I I 7 EX15T!N0 BU;LC'NG X/=) EX'5T'NG Bu'LD'NG EXIT TO REA!*� "=ROPC5ED B'J!L- EXIT TE ;L,1 EX'S`:NCS 8'X10' TRASH ENGLcSJRE. C`CWLiNE IN EX:STING D�A!N4GE D Tom. - • t 1 Oil-, L -6 11ltt J1 3'X 2't — PLYWOOD SIGN 2X12 FRAME WELD FIR^1LY IN %=LACE WITH IX2X24" 5TAKES AT 307W SIDES NOT "'CRE 'WAN 6' C.G. FOR FULL PERIMETER 'O MIL V15QJEEN LINER �'WITW EDGES LAPPED 12" I SEALED Ix2x24" STAKES EA �. SIDE CF FRAME DETAIL- rA"'s\ tlse C 0, KEY EX15T!N0 BU;LC'NG X/=) EX'5T'NG Bu'LD'NG EXIT TO REA!*� "=ROPC5ED B'J!L- EXIT TE ;L,1 EX'S`:NCS 8'X10' TRASH ENGLcSJRE. C`CWLiNE IN EX:STING D�A!N4GE D Tom. - �- D!RcCTICN C= EX!ST:NG OVERLAND S E -ET DRAINAGE NOT TO BE ALTERED BY CURRENT PROJECT, PROJECT ADDRESS: 459 W. EVANS REIMER ROAD GRIDLEY, CA 95948-0211 PROJECT OWNER: GERALD A. FILLMORE 459 W. EVANS REIMER ROAD GRIDLEY, CA 95948-0211 SCOPE OF WORD: THE INTENT OF THIS PROJECT IS TO CONSTRUCT A 1,564 SQ. FT. J. - ADDITION ON TO AN EXISTING BUILDM. THE PROPOSED - STRUCTURE WILL ENCLOSE AN EXISTING STEEL STORAGE BIN USED TO STORE NUT SHELLS. THE STRUCTURE WILL CONSIST OF A PRE-ENGINEERED STEEL BUILDING, 056-005921 BY BUTLER MANUFACTURING COMPANY, ON A SITE BUILT CONCRETE FOUNDATION AND SLAB -ON -GRADE FLOOR INDEX OF DRAWINGS 2X12 FR4'-!E "ELD FIRMLY IN PLACE' IX2X24'' S. A -44 AT C 1 61TE F BCTW 5SIDESE N S C' MORE TURN 6' C.C.FOR FULL PERIMETER !O MIL VISCUEEN LINER W!T- Al FLOOR FLAN /E DGE5 LAF✓PED 12" a SEALED A2 ELEVATIONS - -Y-d I i---- --LJ- 4 I DETAIL ttt'e _ Ci S1 _ _-FOUNlD,4T ION _fi��_•4N __ Gmt==N CODS ALSO PLANS Eil' SUTLER MANUFAGtHF2ING COMPANY =�—�— FOR J05 16-005C.121, SHEETS 1-18 n INTERWEST CONSULTING GROUP J / �i (0?Y WI1.OWS DATA - 2013 C.B�0. OCCUPANCY GR_,'X P, Fl (FOOD PROCESSING) 81 (WA1lZ�HOU8E) TYPE OF CONSTPJGTION: IM - WITH 8PRWL•ERS LOCATION ON PFZOPERTYs NORTH, 2/400'1 TO M_ EMTs 43' TO EXISTING RESIDENCE 8OUTP: 60'1 TO PL UESTs 15'1 TO PL FLOOR AREA: PROPOSED FLOOR AREA EXISTING BUIL ow -v C4RDUP Fl OC 11FANCYs 9,'196 SF. GROUP 81 OCCLIPPANCYs 38g&2 8P. TOTAL s 40,15$ SF, FROPOSED ADDITION, GRR 81 OCCUPANCYs 1,864 8F. TOTAL AFTER ADDITiONs GROUP Fl OCCU!�ANCYs 9,19& SP. GROUP 81 OCCLIPANCYs 45,926 8F. TOTAL ■ 53,122 8F. ALLOWABLE AREA BABE AFMAS: CROUP FI OCCUPANCY: 151$00 S.F. CaROUP 81 OC 11PANCYs T1,i300 8F. If ■ 015 FOR MO4 THAN 30' CLEAK ALL SIDES 11 ■ 2D FOR FULLY BPRIWLERP.So MIL.DMG C•sFiOUP Fl OCa PANCYs Aa ■ 15 bOO + (1x5,500 X 0.15) + (15,500 X 2.0) ■ 38,125 S.F. GROUP 81 OCCUPANCYs Aa ■ i1 + (1TA00 X 0.15) « (MAOO X 2.0) ■ 6b,625 SF. UNITY C1.1ECK 9lsb+ 4!5,s26 Obi OK 58,125 63,625 NE*44T s FICZI 8ED HE KsHt ■ 34.5' MAX lUl ALLOWABLE WEIC44T ■ 53' NUMBER OF STORIES, PROPOSED s SINGLE STORY ALLOU1415LE = SINGLE STORY O{..C,,UPANT LOAD, 98 OCCI,IPANTS M F1 ( 1/100 S,F. INDUSTRIAL) 92 OCCUPANT'S M 81 (1/540 S.F. WANSWOUSE) 190 TOTAL OCCUPANTS EXITSs 2 EXITS REC2! M-0 FOP, MORE THAN SO OCCLPANTS 9 EXIT'S PROVIDED EXIT TRA'vVL DISTANCE MAXMLM DISTANCE ■ 90' 1 MAXIMLM ALLOWABLE DISTANCE ■ 300' l � TACTILE EXIT SIGN BUILDING INTERIOR �—� Vic. I� INTERNA T !CNAL s 5YMBCL C= ! ACCE581B!LITY SIGN r — � DOOR LANDING AREA TO BE SMOOTH HARD SURFACE CCNCRETE OR A.C. RAV;NG) W!TW MAXfMUt•-i SLOPE NOT MCRE TWAN I/4" PER FCCT DETAIL A "' Al G EXIT DOOR REQUIREMENTS I. ALL EXIT DOORS SHALL BE OPENABLE FRO-, TWE INSIDE W!T4CUT TWE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. 2. DOOR WARDWARE SHALL CONFCF 1 TO GBC SECTION IC08.1.9 AND BE MCUNTED BETWEEN 3d" s 44" ABOVE TWE F!NfSWED FLOOR. DOOR HARDWARE SHALL BE SINGLE -Err -CRT, LEVER TYPE WARDWARE CONFORMING TO =; 115-4042,7 AND NOT REQUIRING TiGWT GRASPING, PINCWING CR TWISTING OF TWE WRIST TO OPERATE. 3. TWE BCTTCM 10" CF ALL DOORS SHALL HAVE 4 V`,OCTW UNINTERRUPTED SURFACE TO ALLOW T4E DOOR T O BE CPENED BY A WWEELCWA!R FOOTREST WITWOUT CATCW'NG OR CREATING A WAZARDCUS CONDITION. GBG IIB -404.2.10. 4. TW= MAXIMUM EF^CRT RECUIRED TO OPEN DCORS (OTHER TWAN FIRE DOORS) SHALL NOT EXCEED 5 LE5. CSC I!B-404,2,9 5. EXIT 51GN5 SHALL BE INSTALLED AT ALL EXIT DOCRW14Y5 AS RECUIR D BY GBG SECTION 1011.0. SIGNS SHALL BE READILY SIS+BLE FRO- ANY DIRECTION OF EGRESS TRAVEL. 6. ALL GRADE LEVEL EXIT DOCKS 54ALL BE IDENTIFIED ON TWE IN51DE WITH TACTILE EXIT 51GN45E FOR GRADE LEVEL EXITS W!TWOUT RAMP OR STAIRWAY CONFORMING TO CBG SECTION 1011.3. SIGNS 54ALL BE I"10UNTED BETWEEN 48" AND 60" A.F SIGN MAFZKiNG SCALL CONFOR'l TO CBG 1!IB-703.3, ITEM 1. -1. ALL ACCE5S!5LE ENTRANCES 5W4LL BE IDENTIFIED AT TWE EXTERICR W1TW AND !NTERNAT!ONAL SYMBOL OF ACCE55!5!LITY SIGN TC CBC SECTION I5-703.721. SIGN SHALL BE PCSTED ADJACENT TO TWE DOOR AT 6C" ABOVE TWE WALKING SUR77ACE. Em 6" CONCRETE APRON W/ 04 is 18" O.G. E.W. ,43 w AI (L EXISTING CONCRETE APRON TO REMAIN a° n 0 � O u� 3OXWa SINGLE PANEL- DdcR (E) R..i•-�—� STEEL RCD 0E -K] I BRACING IN WALL THIS BAY EXP05ED 57EEL COLUI" IN5 BY BUTLER TYPICAL i I 3' x 10' TRANSLUCENT INSULATED INSULATED ROOF PANELS. L J TOTAL OF 8 L J 14' x!4' R.U. (E) s— / f=A�M EQUIPMENT j j L_ZI STORAGE /// % /EX!5TlNG GRATE/ -1,Dro4 S.F. TYPE 118 CONSTRUCTION W1 SPPINKL ER5 UNCOND I T I ONE D SPACE Em z F 7 J- 2110 X 16' WlIGF1 0 /SWELL STORAGE / AFTER—HARVEST EOU I PMENT STOFZ4C:; _ Z wl -1 ju ;f - i ,/ lu ILI i L Q1 61 H L11 i i , i i A • � /, / ---LLL STEEL ROD BRACING IN WALL THIS BAY j 16' x IR RECEIVING PIT (E) ul (L J�1'I I III iJ, ►� z F 7 J- 2110 X 16' WlIGF1 0 /SWELL STORAGE / AFTER—HARVEST EOU I PMENT STOFZ4C:; _ Z wl -1 ju ;f - i ,/ lu ILI i L Q1 61 H L11 i i , i i A • � /, / ---LLL STEEL ROD BRACING IN WALL THIS BAY j I 6° CONCRETE ( ' PROPOSED ADDITION EXISTING: Bl11LOlt APRON W/ "4 0 18' O.C. E.W. 10 10 ol I 1 2 3 4 FL CC t ---,;L AN: 3/32 11 NO HAZARDOUS, FLAMMA15LE," OR TOXIC MATERIALS IN EXCESS OF THE EXEMPTED AMOUNTS LISTED IN GBG TABLES 301.1.(1) AND 301.lf2) SHALL BE STORED IN THIS DUILOMG. M NO SPACE HEATING OR COOLING 13 TO BE INSTALLED AS A PART OF THIS PROJECT. t1�1 KEY EXISTING BUILDING OR STR CTURE TO REMAIN EXISTING CONCRETE SLAB -PCN -GRADE TO REMAIN !LLU'"11NATED EXIT SIGN PER GBC 1003.2.8 INSTALL 24-105C FIRE EXTINGU!5WER WITH LOCATOR SIGN MOUNTED AT 10' AFF, ABOVE NATURAL VENTILATION OF ENCLOSED SPACE ENCLOSED SPACES ARE PROVIDED WITH NATURAL VENTILATION AS REGU!RED BY CBC SECTION 12034.i. ENCLOSED AREA EA, UNIT = 7,564 S.F. REQUIRED CPENABL E AREA 0-04 X T,564 5F. = 3025 5c PROVIDED CPENABLE AREA: 2 is 16 X 18 = 5'6 S.F. (R.U. DOOR) 2 EA 6 3 X -1 42 S.F. (MAN DOORS) 2 EA 6 1 X 8 X 50% 8 SF. (ROOF VENTS) TOTAL = 626 SF. PROVIDED BUT'T'E COUNTY BUILDING DIVISION APPROVED REVIEWED FOR CODE COMPLIANCE MAY 3 12016 INTERWEST CONSULTING GROUP 16' x IR / 30X!6 SINGLE PANEL DCGR CE). _ / 1' x 1 R.J. (E) ul (L ►� { II I U ao n Q CAEXISTING �—�' CONCR ETE I APRON TO REMAIN ; PR I 6° CONCRETE ( ' PROPOSED ADDITION EXISTING: Bl11LOlt APRON W/ "4 0 18' O.C. E.W. 10 10 ol I 1 2 3 4 FL CC t ---,;L AN: 3/32 11 NO HAZARDOUS, FLAMMA15LE," OR TOXIC MATERIALS IN EXCESS OF THE EXEMPTED AMOUNTS LISTED IN GBG TABLES 301.1.(1) AND 301.lf2) SHALL BE STORED IN THIS DUILOMG. M NO SPACE HEATING OR COOLING 13 TO BE INSTALLED AS A PART OF THIS PROJECT. t1�1 KEY EXISTING BUILDING OR STR CTURE TO REMAIN EXISTING CONCRETE SLAB -PCN -GRADE TO REMAIN !LLU'"11NATED EXIT SIGN PER GBC 1003.2.8 INSTALL 24-105C FIRE EXTINGU!5WER WITH LOCATOR SIGN MOUNTED AT 10' AFF, ABOVE NATURAL VENTILATION OF ENCLOSED SPACE ENCLOSED SPACES ARE PROVIDED WITH NATURAL VENTILATION AS REGU!RED BY CBC SECTION 12034.i. ENCLOSED AREA EA, UNIT = 7,564 S.F. REQUIRED CPENABL E AREA 0-04 X T,564 5F. = 3025 5c PROVIDED CPENABLE AREA: 2 is 16 X 18 = 5'6 S.F. (R.U. DOOR) 2 EA 6 3 X -1 42 S.F. (MAN DOORS) 2 EA 6 1 X 8 X 50% 8 SF. (ROOF VENTS) TOTAL = 626 SF. PROVIDED BUT'T'E COUNTY BUILDING DIVISION APPROVED REVIEWED FOR CODE COMPLIANCE MAY 3 12016 INTERWEST CONSULTING GROUP CONCRETE NOTES 1. CONCRETE SHALL BE A COMMERCIALLY AVAILABLE TRANSIT- MIX PROPERLY PROPORTIONED AND DELIVERED TO THE SITE IN READY -MIX TRUCKS. AGGREGATE SIZE SHALL BE A P14XIMUT" OF 1-1/2" IN FOUNDATIONS AND 3/4" AT ALL OTHER LCCATIONS. SLUMP SHALL NOT EXCEED 4". CURING COMPOUND SHALL BE SPRAYED ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TOWELING. 2, ALL GEMENT SHALL CONFOS!' I TO ASTM STANDARD C-150. ALL AGGREGATES SHALL CCNFOR"1 TO AS i P1 STANDARD C-33. 3. CONCRETE USED FOR FOUNDATIONS AND SL455 ON GRADE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 P51. AND SHALL NOT CONTAIN LE55 THAN 5 SACKS OF CEMENT PER CUBIC YARD. 4. ALL REINFORCING BARS 5HALL SHALL CONFORM TO ASTM STANDARD A-615 EXCEPT WHERE WELDING OF REBAR 15 RECUIRED WHERE REINFORCING CONFOR!"ING TO ASTM A1C6 SHALL BE USED. REINFCRCING SHALL BE AS FOLLOWS: •4 BAR AND SMALLER - GRADE 40 (Fy-40000 PSI) 05 BAR AND LARGER - GRADE 60 (F9=60000 PSI) 5. REINFORCING MAY BE WELDED ONLY AS SHOUN ON THESE PLANS. TACK WELDING TO HOLD FOR ALIGNMENT SHALL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. PREHEAT ALL "" AND LARGER BAR PER AWS D14-92. PREHEAT NOT RECUIRED FOR BAR 51ZE5 •6 AND 5`1ALLER. 6. REINFORCING SHALL BE LAID OUT TO MINIMIZE THE NUMBER OF SPLICES. SPLICES IN CONTINUOUS REINFORCEMENT FOR BAR SIZES "3 THROUGH 05, SHALL LAP AS NOTED ON THE PLANS OR AS FOLLOWS: GRADE 40 REINFORCING BARS: MINIMIJM C= 40 BAR DIAMETERS. GRADE 60 REINFORCING BARS: MINIMUM CF 60 BAR DIA"ETERS. WIRE ME5H: 12" OR 2 -WIRE SPACES, WHICHEVER IS GREATER. WHERE ALL E4R5 IN A MAT OR SECTION OF A BEAM ARE SPLICED AT THE 5AME LOCATION OR MORE THAN 12" OF FRESH CONCRETE 15 TO BE PLACED BELOW THE, BARS, THE ABOVE D15TANCE5 SHALL BE INCREASED AN ADDITIONAL 3C%. SPLICES IN BARS LARGER THAN 05 SHALL BE ONLY AS SHOWN ON THE PLANS. 1. UNLESS SHOWN OTHERW75E, THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 2" EXCEPT WHEN CCNCRETE 15 TO BE PLACED DIRECTLY AGAINST EARTH WHERE IT SHALL BE 3" 8. ALL ANCHOR BOLTS SHALL CONFOR^" WITH ASTM A-3011. 9 5° ECTAL INSPECTION OF CONCRETE FOR FOUNDATIONS AND SLABS -ON -GRADE 15 NOT REQUIRED PER EXCEPTICN5 1 t 3 TO CBC SECTION 1704.4. CONCRETE SLAB CONSTRUCTION I. CONCRETE SLAB AS 5H0WN ON THE PL4N5 15 THE MINI -IU" THICKNESS AND REINFORCING RECUIRED FOR 5T45!LITY CF STEEL BUILDING AND 15 ADECUATE FOR NCR"AL GC" "ERCIAL USE INCLUDING PNE'J"ATIC TIRED VEH!CULAR TRAFFIC_ 2. CRACK CONTROL JOINTING SHOWN "AY BE ALTERED AT THE CONTRACTOR'S C=T ION PROVIDED THE JOINTS ARE SPACED AT APPROXIMATELY 16' INTERVALS IN BOTH DIRECTIONS. THE MAX!"U^'' 5P4C!NG SHALL IN NO CASE EXCEED 20'. CRACK CONTROL JOINTS MAY BE MADE B` EITHER E"BEDD!NG AN APPROVED MS=RT 5'JCH A5 Z!A-5TR!P OR KEY-KOLD IN THE CONCRETE OR BY 5AW-CUTTING THE CONCRETE AS SOON 45 PR4C71C45LE AFTER PLACING. IF SAWCUTTING 15 TC BE USED, CUT DEPTH 5H0ULD BE !/4 OF THE SLAB TH!CKNESS AN^✓ CARE ''"UST BE EXERCISED SC AS NOT TO GUT HA!RP!N5, FRA"!E T!E5 OR 51-45 REIN=CRCING. 4.UNLE55 SAEC!^;ED CTHER!SE, REIN=ORC'N'G 5-!41-1- BE GOvTiNU0U5 THRCUG I THE CRACK-CCNTROL JOINTS. SOIL NOTES 1, FCUNDATION DE51GN 15 BASED ON INFOR"ATION PROVIDED BY NATURAL RE50URCE5 CONSERVATION SERVICE ON LINE WEBSITE ACCESSED ON 4/15/2015. 2. 501L CLASSIFICATION 15 LISTED AS "GR!DLEf' TAXADJUNCT CLAY LOAM " OR "GRIDLEY TAXADJUNCT CLAY", UNIM!ED SOIL CL4SSIF!C4T!ON5 CL OR GH CCNFOR"!NG WITH CBC TABLE 1506.2, CLASS 5 MATERIAL ALLOWABLE SOIL BEARING CAPACITY: 1500 PSP ICRC TABLE 1804.2) LATERAL 50!L BEARING- CAPACITY: IOC PGF SLIDING RESISTANCE - 130 F5F OR LESS THAN 509. DEAD LOAD 3. THE 51TE 15 RELATIVELY LEVEL AND EXCAVATION WILL BE L!"ITED TO REMOVAL OP THE ORGANIC AND LOOSE MATERIAL NO STRUCTURAL FILL 15 RECUIRED AND ANY MINOR FILL REQUIRED TO REPLACE OVEREXCAVATION AT SOFT SPOTS, TREE ROOTS, ETC., IS TO CONSIST OF CLEAN GRAVEL. 4, 5UBGRADE PREPARATION: a. THE BUILDING SITE SHOULD BE STRIPPED CF ALL VEGETATION, PILLS AND O T HER D!5TUR5ED SOIL. THE BUILDING PAD 5UB6RADE SHOULD BE SCARIFIED AND PREPARED BY ADJUSTING MOISTURE CONTENT TO AT LE45T 2`10 BUT NOT MORE THAN 5% ABOVE OPTIMUM TO A DEPTH Cr- AT LEAST 12" BELOW FINISHED SUBGRADE. b. THE BUILDING AND SLAB AREAS SHOULD'BE 'PROOF ROLLED' AND ANY 5CFT MATERIAL SHOULD BE RE"CVED AND REPLACED WITH GRAVEL. c. RECOMMENDED MOISTURE CONTENT MAY BE EST4BL!5�-IED EITHER DURING SITE EARTHWORK BY PONDING OR SPRINKLING (PRESOAKING) WITH WATER. THE DEPTH OF WETTING SHOULD EXTEND AT LEAST 12" BELOW FINISHED 5'JBGRADE. 5. ALL BUILDING FOUNDATIONS, FOOTINGS AND THICKENED SLAB EDGE5 SHALL EXTEND THROUGH ANY GRAVEL FILL AND BE BASED ON FIR"^, UNDISTURBED EARTH. MINIMUM FOOTING DEPTH SHALL BE AS SHOLJN ON THE PLANS. 6, IF SOIL CONDITIONS ARE ENCOUNTERED DURING CON5TR'UCTION THAT DIFFER FRC" THOSE DESCRIBED IN THE SOILS REPCRT, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY AND ACTIONS TAKEN AS DIRECTED BY THE ENGINEER. CONTINUOUS GUTTER. FIELD LOCATE D.5. COLOR 'COOL ONYX BLACK'. FIELD LOCATE D.5. c o N BUTLER15 11 STEEL ROOFING WITH FACTORY APPLIED FIN!544. COLOR 'COOL SOLAR WHITE" ROOF VENTS BUTLER!B II STEEL SIDING WITH \ C.I.P CONCRETE STEMWALL FACTORY APPLIED FiN15H. COLOR 'COOL 1515ZC4 WHITE' PROPOSED ADDITION E i SOUTH F—L.IEVAT I ON ROCF VENTS IIN12 EXTEND NEW SIDING TO LAP EXISTING 5!D!NG FOR WEATHER TIGHT SEAM 65'-O" BUTLER PREPINISHED STEEL GABLE TR:" . COLOR 'COOL ONYX BLACK' IIN12 i BUTLERIB II STEEL SIDING WITH ! FACTORY AP=L IED F!N15H. C.I P CONCRETE 57E ,WALL f COLOR 'COOL BIRCH WL4ITE' 1 Wr=ST r=L r=VATION BUTLER!B II STEEL ROOF!NG WITH FACTORY APPLIED FINISH. COLOR 'COOL SOLAR WHITE' \ tj �j ROOF VENTS NOTE: ALL PROPOSED ADDITION EXTERIOR COLORS AND FINISHES WILL MATCH COLORS AND FINISHES OF EXISTING 5UILDING. CONTINUOUS GUTTER. FIELD LOCATE D.5 COLOR 'COOL ON`'X BLACK', FIELD LOCATE D.5. r ` "WA L tBUTLER!B 11 STEEL SIDING W"TH EXISTING TRUCK ! GJ.P CONCRETE STE L / p yd RAMP TO REMAIN COLOR COOL B R 4�' �j�0 �� / EXI5TW-s CONSTRICTION PROPOSED ADDITION Bu�tcOUNT�"DEVELOPM�Nrs R—Vfo g y REVIEWED FOR CVP CE t�lOi�T�-�I !_ I= V�4T I Ot�l DATE sF REVj� ' FOR CODE �� ED COA4pLIANCE MAY 3 1 201S INTERWEST CONSULTING GROUP 59_O" j BUTLER;5 II CORRUGATED STEEL ROOFING WIT�4 FACTORY APPLIED FIN15u. y I , 1 IN 12 ` I IN 12 I I ,•\ \�\ 3" (R -;O) ROOF CCN .T,NJC',:5 C7.,-;77;=,--- / \, , , TE I Y \CON7 FIELDLOCATE DSINSULAT'ON W tN v N L INUOUS GUTTER. j ` EACf<!NG FC FIELD LOCATE D.S. 5 -EEL CC_ BY SUTLER i ( 1 ell - LL , E FA\LS=•CTOR� / P_u,LERIB I STEEL WALL O � co�� 1' PANELS WITH FAGTCR�` _ ,G .,y c .... _. - _. -. .. y . riFlf Nil" k•+/ I- i� P" ► a "l l �F i 6' GO�CR'ETE SAB _ j Ih(INts F." G :r'Jf.F'E TL, �l �'•-iealF' Cr •c c C �. E .. , E WI . A f __ ,- _ ;-:- - _ _ _ _ - t 1 .._., C'" CONCRETE WA_'� G � CC\CR�'E :.:G_1_ I _ I I r I I 1 I i I I i I • 1 I I? , I i / 1 t 4': SAND BASE NEAT SAWCUT EXISTING - -� 10 M!L V15QUEEN� CONCRETE 5L45 TC FOR*^ UND!STURBED EARr" SECTION FOOTINGS AS REGUiRED 4N. C:WCR BOLTS OR RODS 45 NOTED FOUNDATION FLAN. REINFORCING FRC!", PERIMETER FOOTING 0 2 - 05 X 2C' CONTINUOUS TI-4ROUG 2" NA!RPIN5 FR4"4=_ FOOT ING vi CC NSt- JOINT 6" CONCRETE SLAB "; WITH •a m 18" O.C. E.W. 1(y �. o I _ 'I ol�— �.— — --- -ice t�,�_ i LI:i —' • •I • I • � � .� :rr•�t ..• •. .i. .. �.••a, — I o i GLEAN SAND V 5CJEEN 1---- \\5-'d X (O6° TOP ` I-- 7 •4 ADJACENT TO EAC" _ __ _ t- 1? ANC"O� RC:), TCTAL CF 4 _ "iI -; i ' �. TRANSVERSc REINFCRG NG 5-•4 X SCTTC '-----7 tiff ✓ ' tJ ^_ SECTIOil c NTS3, ANG"GR BCLT5 .45- E FOUNDATION FLAN FA5CC t' POJRED W'T4.4 .NG , ' � •ter ' � • � , � �� ,HAIRPIN AS S:�OWN ON FOUNDATION PLAN SLAB POURED ON TOP CONSTRUCTION JOINT - CF FCCTING W'fTN CCN5T. CRACK CONTROL JOINT JOINT - BOTTOM SLAB I ETAIL I� NTS3 05 X 8" DOWEL a 24" O.C. SET 4" INTO 5/8" 440LE IN EXISTING CONCRETE TYFCAL 1BOTI-4 SIDES. NO ADI-+ESiVE OR SPECIAL 'MSPECTiON REaV. REINFORCING FROM O PER!METER FOOTING ANCHOR BOLTS OR RODS AS CONTINUOUS TI-41ROUG�4 NOTED FOUNDATION PLAN. EXISTING FRAME FOOTING EXI5TING 61-45 TO -SLAB TO RE`14iN m 13 - 'S X QO" REMAIN SLCPE 2% cv 1Y i I--- , icla ' ——I—;� 1C 115 x 1141, j—!!_!_i - 05 X ?G„ - I_ 7=_!11 —I I ! -I I --) ' - .Ii4„ : •4 X 114 " / : I i _ _ . •4 X .6 " � rte.-•.�,,•-�. i -� /"�; "�.. ' . ".- UNDI5TURpED EARTH+ 4 ? ADJACENT TO EAGu ~ 3'-6" I?" _ 3'-F�" ANC4-4CR ROD. TOTAL CF 41' SECT I ON � NTs �3 ANCA 40R BOLD TS OR ROS 45 RE INFCRGING FRO'" I O NOTED FOUNDATION PLAN. PER'METER FOOTING CCNTINUOJ5 THRCUG A3 •4 4-tAIRPINS µAfRP!NCS) AS FRAME FOOTING ! AS SNCWN OTED ON FOUNDATION CONST. JOINT PLAN [ 6" CONCRETE SLAB / WITu 04 1p l8" O.G. E.W. c-- 4 V_ �G I of �1y—A �0�L _ I -I � I ', I:.I _ 9t--�•,^:—�---"'t� - I ! � 4"' GLEAN SAND 5-•4 X 42" TCP UNDISTURBED EARTH fit _,711H -H-ill i l IE -11 allj- ----I I ':__,1--I I I.__.I _ 04 X42" e EC 5-•4 X 42" 5 -ACING. RE INFO RC ING SECTION NTS 12„ 1 04 - ADJACENT TO EACu 12" `v 4N. G .40R ROD. TOTAL OF 4, It .4NC; 4CR BOL -5 OR RODS AS < NEW NOTED FCUNDATION PLAN. 6-04 X Ii4" NEAT SAWCUT WIWERE TCP REQUIRE \RE INFCRG ING EXISTING 51_45y tt ala `'U , NEW STEEL RCC°'NG '12 GA5KETED ROOFING SCREWS xX A 12 " O.G. � EXI5TING STEEL ROOF i NG M _----__EX15 T ING G45LE TR!!-! TO REMAIN EXI',�- TING STEP- TO RE -41N � 1 •��'.� pue�;tip v ! ;sn C ; l SECTION ITION .,' EXISTING EXISTING OIIZ1711'7�14 I _ 05 X 8" DOWEL ¢ 24" O.G. SE' 4': INTO 5/8" CLE IN EXISTING j I I I -j �_ CONCRETE. TYPICAL EACH S!DE - I --! NO ADI-4E51VE OR SPECIAL INSPECTION RECD. I --11i I I 11 EQ 51=4CiNG. iJNDISTURBcD FART" b-04 X Ii4„ RE INP:ORC"NG •a ADJACENT TO EACH �. 12" 4N'--WCR ROD. TOTAL C= 4 \-=7 A SECT l Oil NTS3 RAMP EDGE OF SLAB AS 51�-40u3N AT R.U. DOCK OPENINGS WµERE RECD o'; L j =1 I 5EcTloN NTS v� il: I SII II: ' FOOTING AS i FUR REV/,E Opp coup t''AY 3 12016 CIA CONStILIN Fsr TINGNGROUF, REQUIRED i FUR REV/,E Opp coup t''AY 3 12016 CIA CONStILIN Fsr TINGNGROUF, 12' I, BUTLER NOTGu FOR 2" COLUt`N W'-IERE BUTLER — - OCCURS SIDING I I! i ! 3/4" CUAMFER m I i EXP05ED 1 EDGES ii I II� i t 04 m 12" O.C. HORIZONTAL ��� "- `4 6 18" O.C. BOTH FACES"- GLR 1 I; C�L�RPLACE CONCRETE NEAT - I I (! I AGAINST EUTLER CCLUP"N5 1 Ij INTER OR HOR'ZCNTAL �_-`JI�Y_\ I __-}~�-REINFORCING DISGONTINUCUS pQTIONAL AT BUTLER COLUMNS CpNSTRUCTION �b" CONCRETE )I li I �lAPRON4RON W'/ 04 r; I I / JOINT 18" O.C. E.0 0 I II I I 04 e 18" 6" CONCRETE SLAB = O.G. E.W. WITH "4 e 18" O.G. E.W. 23 r SLOPE 2"o I I' I i; ryl� � 77 - I II, - I -III. = iI I Ili ii( --I I I_jl ! 4"i CLEAN SANG \\8 - 04 CCNTINUCU5 IN �6 MIL vISQUEEN FOOTING 45 SuGWN NUND!5TJR_P_,E:) EARTH SECTION p�11 NTS EXISTING: NEW ADDITION BUILDINGs� "5 X 8" DOWEL 6 24" C.G. 5E7.4" INTO 5/8" NEAT SA'WGUT WLIERE HOLE IN EXISTING CONCRETE. NO RECU'RE ADHESIVE OR SPECIAL INSPECTION RECD. 6" CONCRETE SLAB EXISTINGWItH •4 6 !8" D.G. E.W. SLAB /i� ------ :----- -1 1 I- I I I I- ..•. �y�. .v ti . � , __'III -I ( `--�_ I .•.. _I 1. j = I l._- \ a"• 5AND B45E v15CUEEN UNDISTURBED 12ol 2 -04 CCNTINUCU5 EARTH AT EDGE SLAB SECTION c u NTS GJ' 1 U v n 12" L BUTLER NOTCH FOR 'k 2 " COLU!'IN WERE BUTLER +'10OCGiJRS SIDING C;PA?"FER EXP05ED EDGES I •d a 12" O HORIZONTAL_,- I ydL67 IS" O.C.) BOTH FACES CLR CLR PACE CONCRETE NEAT AGAINST BUTLER COLUMNS INTER!CR NORIZCNTAL RE!NFORGINS DISCONTINUOUS r I! -4 I AT BUTLER COLUMN5 OPTIONAL CONSTRUCTICN I �i 11 ANCHOR BOLT5 OR JOINT I 0 A5 NOTED 1 j 1 I FOUNDATION PLAN. Ii b" CONCRETE SLAB 04 IS" W!T4 04 ;8" C.C. E.W. 4 'I O.C. E.W. :- _ • ��j jl •i II - 1 4"± CLEAN 54ND I 8 - 04 CONTINUOUS IN FOOTING A5 SuC,,LN \ UND!5TUREED EARTI-I SECTION � NTS EXISTIWS SLAB J NEW CONSTRUCTION 1, EXIST[Ws oo 05 X 8" DOWEL m 24" O.G. SET 4" INTO 5/8" NEAT 54WCUT WHERE POLE IN EXISTING CONCRETE. NO REQUIRE ADHESIVE OR SPECIAL IN5PECTICN RECD. 6" CONCRETE SLAB EXISTING Wlrl-I "4 6 18" O.C. E.W. ExtSTiNG 5L45 \ SLAB y--- I 4 4 E-1 Id , M ;TI* --- -I(-3 1 v-1 4 54ND BASE— VI5CUEEN UNDISTURB=D �r 12"_�� 2 -04 CCNTINUCU5 12" EARTH AT EDGE SLAB S"CT 10N RODS M4Y BE TACK NTS WE: TO ANGLE AT .• CCNTrcAGTOR'S O!�TION � ��. tri ANC,WOR BOLTS OR RODS 45 \ CON5TRUGTION JOINT NOTED FOUNcaTION PLAN, REINFCRG!NG FRO O / NOTE: PER . 'ER GGT'NG 2 - L2X2X3/8 X 8"/ N,4'RPINC5) A5 i : ` M. F � VER, ICA' LErs GF ANGLE 2" SHEAR ANGLES NOTED ON ,,/, CONTINUOUS T�»RCUGH -�Y SI T ii �/ 7OWARD5 INTERIOR OF TOTA! OF ? FC'UNCATIGN / 1 '- // r FRA"E FOCT!NG� I BUILDING. : YP!CAL �CON5T. JOINT Co" CONCRETE SL AB / / SLAB POURED ON TCP WITS r4 ,8" O -G_ E.W. / // ���/�',; FOOTING WIT1-I CONST. -- = ----- --- 2 - L2X2X31a X, 8., j' JOINT _ T A _ eoTTa sL B ►=---- —7r- .uEA 4N LE 1 G - U - L C, A_ O 2 i -., ( ;. _. i..-. r ••. `. r�•• . 4• • .A.r. v� �" "illi, "/ / ! /. �_ CLEAN 64ND / _ I _41"t I 1 ; 6 !`"'L v15GUE.N ! FRAME/PC5T 545E 5-04 X '2" TOP REINFORCING POURED WITH FCC !NG U I T — �' �►— — — t -I_ I h? ° •4 CONT INUOUS AROUND 4 ADJACENT TO EACu ' I CORNER 45 SHO'WN aNG +OR R`D. TOTAL OF d 1 I i 1_0a x 42"SEE C T I ON Kor_� 5-•4 X12" BOT TO" 8� TRAN5vER5E REINFORG!NG � 4,,0, NTS S1 ,� UNDISTURBED EARTu I S F. CT I ON INTER'OR ... I `; uORIZCNTAL I ' NTS S REINFORCING ) 1 GISGC�I'iNUOUS I' i STEEL BU!LCIv!s GOLUr N I / i AT COLUMN \ 1 EXTERIOR �40RIZCNTAL I i i 1=! Fp / CONTIN OU I CONCRETE WALL PLACED AT GOLD 'N I I . EAT 4G41N5T 51DE5 OF 1 SECT I ON C� NTS 1 �j ANCHOR ROD AND BOLT KEY M� IN E BOLT M4RG DIAMETER I I TYPE E C I NOTE I B I I I I OI I A3 p: i 12" 3" E Ii I" 2 12" NA F I 1 I/4" 1 I 16" G" G j 1 1/4" 2 I 2 16 24" NA I -4 % A ANo 6' GONSRE-IE APRON W/ 04 is 18" 1) PROVIDE WITH L2X3X3/8" 5­4E4R ANGLES. 5EE DE7411_5 & l PRGJECTION PER ASTM '1 430 45TM .4301 GRADE C: BUILDING- GRADE C J' CR 'L' SIUAPED BOLT /MANUFACTURER \ ALLTHREAD Jfj + + •,,• r •� 2 - I {EAVY i-IEX N?=4D • NUTS W!TH 5TANDARD TYPE i ANCHOR. TYPE 2 ANCHOR, WAS+ 1ER BETWEEN MYl 6" CONCRETE APRON W!/ 04 r IS" C.C. E.W. FOUNC:)ATION FLANIV SEE ANC+40R ROD/BOLT KE*' TO LEFT L3UT T CoUlj �yy BULLING DIVISION APPROVEM UIQ I ' ' " I I I I OI I A3 p: i I. Q tI] ni •r U _ iCx ' '• I44 RPiN• L3UT T CoUlj �yy BULLING DIVISION APPROVEM ftt�__ co ,;,- C ca a F c 0 __� "I iii ,M Z M (01111i, (1) 0 ,.J 0 0 < ;,�: C: M C/),--# 0 5:� Z, 0 0 Z Cn — a Z r q � M EX 0:* M 0 C/) ;a -i 0 a a ' ,Z� ') k "`�,_ 'NT 2`0`13 CALIFORNIA GREEN BUILDING STANDARDS CODE � . NONRESIDENTIAL MANDATORY MEASURES, I INSPECTOR HCD INSPECTOR SIGNOFF I CHAPTER 3 GREEN BUILDING . SIGNOFF I Ot3HPD Office of Stati�wide Health Planninq arld 17^,elocon ent SECTION 301 GENERAL Low Rlse HR High Rise 301.1 SCOPE. Buildings Shalt be designed to include the green building measures specified as mandatory in Add -tions and A!Ielatiorr, the application checklists conta,ned in this code Voluntary green building measures we also Included in ttv New 16 application checklists and m3y be included in the design and construction of structures covered by this code, but �AST 8% OF TOTAL 50 — — are not required unless adopted by a city, counly, or city and coirrIvas Spec," in Section 101 7 2 2 GPM. P 60 PSI 4 MIN 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. JBSC] The pi,ovis-consof X71, - REPLACEMENT AERATORS individual sections of Chanter 5 apply to newly constructed buildings buildinig adrlr!�iors of 1,000 square feet or based on ASHRAE 52 1-1992 Replace all fillers immediately prior to occupancy, or, 0 the building s occupied - greater, arillor building alteral,nns with a permit valuation of $200,000 or above Vor occunianriess withn the OTHER ADHESIVES NOT SPECIFICALLY LISTED 2 2 IRIM SPACE authofTtyofCatlfDrntaBu�l,,I,ngc,;t,3ndardsComrrts��on) Code sections relevarrittoaddillonsanclakeratioxv; — - FLOOR COAT INGS during alteration, at " conclusion of construction shall only apply to the portions of the bu0d,nq being added of attered within the scope of the Permitted work (IN)120 GPMfb(-)O PSI] 490 A code section will be de­o,aled by a banner to indicarte where the code Section only applies to roc" X METERING FAUCETS constructed building [NJ or to adirtooris and al"efalocins [AA] When the code section applies to botli, no banner 0.25 MIN 3 will be used � — MET ER!NG FAUCETS FOR SECTION 302 MIXED OCCUPANCY BUILDINGS 0 25 MIN rough installation, or during storage on the construction site and until final startup of the heating confirm and 302.1 MIXED OCCUPANCY BUILDINGS. in mixed occupancy buildings e3ch portion of a bunkling WASH FOUNTAINS (IN )M GPMCP60 PSI] shal; comply with the specific green lbuild;ng Me3SU" antnticobletclearlh sperfroccuriancy, 5.410.2.2 Basis of Design (800). (A] A written Pitplanation of how the &Sign of the building systems meels tire ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Fol-velopment BS(_1 California Putidinq 9,3ndardsCornmrssirin , DSA -SS Drosion of the State A!chitect Stri.dural SYoly Ot3HPD Office of Stati�wide Health Planninq arld 17^,elocon ent LIR Low Rlse HR High Rise AA Add -tions and A!Ielatiorr, N New CHAPTER 5 NONRESIDENTIAL MANDATORY MEASURES DIVISION 5.1 PLANNING AND DESIGN SECTION 5.101 GENERAL 5.11011.1 Scope The provisions of this charter outline planning design and development mett," that include envirorim—tally responsible site sele,toon, bwkil,ng cil biddirg siting and id,lveloipment to protect, restore and enhance the envorcn�n!al quality of the stto and respect the Integrity of adjacent pliciperties SECTION 5.102 DEFINITIONS 5.102.1 DEFINITIONS The fol1r,wing ternis are doCnPd! in Chapter 2 (and arn includcld here for rek-rence) CUTOFF LUMINAIRES. Luminaires whose light distribution is Such that the candpla per 1000 larnp furriers does not numerically exceed 25 (2.5 pprcent)atan angileol'90cipgrees. above nadir and 100(!Opprcent)(4taver*,�catar)ql�?of � e0i degrees above nadr This applies to all lalr-n.4 angi- around the lummairp LOW -EMITTING AND FUEL EFFICIENT VEHICLES. Eligible vehicles are IirI-d to the following I Ze,olammsoonolphicla(ZEV) including neighborhood efi,ctror, volitcles (NE'tO, porhil zero emission vehicle (PZIEV), advanced tnrhr,nl,,)gy PZEV (A . T ZFV) or CNO fueled original equiTimp, nt rn.anuf,icturer orly) regulated umer Health and Safety Code section 43800 and CCR I ,.top 13, Sectc-ris 1961 am I962 2 High -efficiency vehicles. regulated by U S EPA, bearing High-Occ upancy Vehicle ("DV) car Pool lane stickers Issued by the Department of MotorVehick-s NEICK130RHOOD ELECTRIC VEHICLE (NM. A motclir vphkr� that meets the cle,finihon of "low -speed vehicle" either in Section 385 5 of the Vehicle Code or in 4t*-FR57 I 5CO (as A eximitpd on July 1. 2000). and is certufoed to zel-o-emmsion vehicle standa(cis TENANT -OCCUPANTS. Building occupants who inhabit a bu-Iding during 01% normal hours of operation as permanent occupants, such as employf-s a% distinguished from customers and other transient visitors VANPOOL VEHICLE. Ehq;-,4c- vehicles are N'Pred to ally motor vehicle other than a motortruck or truck tractor . designed for carrying more ton i 0 but 'O. moone than 15 persons including the dnvpi, which is maintained arid used primarily for the nonprofit work-relatled transportation of a,ji,ifts, for the purpo%�, coil mesharong Note: Source Vehicle Code Division 1. Section W ZEV. Any vehicle certified to zoro-emission standards SECTION 5.106 SITE DEVELOPMENT 5.106.1 STORM WATER POLLUTION PREVENTION. Newly constructed projects and additions Which disturb less than one acre of land shall prevent the pollution of storm water runciff from " cnrlstruchon actevites through one or more of the following rreasua,% 5.106.1.1 Local ordinance Comply with a lawfully enacted storm water finarageneirt andlor erosion control ordinance 5.106.1.2 Best Management Practices (BMP� prevent the loss of "I through wind or Water erosion by Implementing an effective combination of erosion and sediment con," and good housfikeppring BMP. I Sort loss BMP that should be considered for each project Include, but are not limiled to the following a Scheduling constructon activity b Presentation- of natural features. vegetation and ,,oil c Drainage swi or lined ditches to control stormwoller flow d MuVh,ng or hyciroseecing to stabilize disturbed sotos e Erosion control to protect slopes I Protection of storm drain inlets Cgravel begs or catch basin inserts) g Perimeter sediment control (perimeter sift fence fibe, rog,) h Serdment trap or sediment basm to retain Sediment on Site I Stabilized construction exits j Wind ercsion control k Other sod loss BMP acceptable to the enforcing agency , 2 Good housekeeping BMP to manage construction equipment. materials and wastes that should be considered for timplementat,on as appropriate for each proppo include,, but are not limited to, ttle fallowinq , a Material handling and waste management � b Building materials stockpile rmliagerrent c, loilAnaq.-ment of "shout areas (concrete. paint%, stucco etc ) d Control of vehicie/equipment fueling to cormactril's staging area e Vehicle and equipment cleaning peirlinmied off site I Spill previarition and con" g Other housekeeping FVP accPplable to the enforcing agency 5 106 4 BICYCLE PARKING For buildings within the authority ofCaliforma BuddiN9tandardsCommilssoonars; specified in Section 103. comply with Section 5 106 4 1 For buildings within the authority of the Division of the Stat,. Architect pursuar! to Ser!icm 105, comply With Section 5 106 4 2 I 5 106 4 1 Bicycle p;-.,kirig IBSCI Comply with Sections 5 106 4 1 1 and 5 106 4 1 2, or mcet the apopli�abfp local cticitnance, w1norhPvPr is stricter, 5 104 4 1 1 Short4emn bicycle Parking (PSq If thie, protect or an ar."hon or alteration is anticipated to generate visitor trafloc. provide permanently anchored bicyc le racks vAt,tn 200 feet of the visitcirs� er,TancP readily visible to pa,%Prs-by, for 5% of new vmtor motorized vehicle parking spaces bPmg added, with a motninnum of one voloo-bike capacity rack Exception Ark4l ions or altr,reions wii rich add nine or less vts.itor veh ocular parking spaces - 5 106 4 1 2 Long-term bicycle N,*;ng For new buildings with over 10 teraint-occupants. or for ad6tions or aftera"tris that add 10 or more tenant vehicular parking spaces. provide secure toocycle park -ng for 5 percent of I" tenant vehicle parking Spaces being added with a minimum of One space Acceptable parking facilities c Shall be, corvpri*nt from the street and Shall mpet one of the following 1 Covered, lockable enclosures v^, piarmarwrilly anchored racks for bicycles, 2 Lockable Wycle rooms with perrmne" anchored racks. or 3 Lockable. permanently anchored b"cle lockers No!rl AddilLonal Information on recommended bicycle acciammoclatnns may be obtaine-d from Sacramento Area Scycip Art.iccates 5 106 4 2 Bicycle parking JDSA-SSJ For public schools arid community colleges, comply with Sections 5 106 4 2 1 and 5 106 4 2.2 5 106 4 2 1 Short-term bicycle parking Provide permanently anchored bicycle racks w,thrn 200 feet of the Studer! entrance read,ly visible to passers -by, for 5 Percent of thl,� student poputaincin based on the total occupant load of the campus, with a mminium of one two -bike capacity rack 5 1 Or, 4 2 2 Long-term bicycle parking Provide secure bicycle parking for 5% of employees based on the total number of motorized vehicle parking capacity in the. staff parking lot, with a mortirrium of one space Ac", ptible bocyck,i padorg facilities shall be convenient from the street or staff parifing area and shall meet Ono of the following I I I Covered. lockable enclosures w!h permanently anchored racks for bicycles, 2 Lockable bicycle rooms with permanently anchored racks, or 3 Lockable, permanently anchored bicycle lockers 5 106 5 2 DESIGNATED PARKING In new projects or add!!ions or alterations that add 10 or moore �ehgcular parking spaces, provide designated parking for any combination of low-emithng fuel-efficient and carpooltvam pool v0cles as follows TABLE 5.106.5.2 - PARKING FIXTURE TYPE TOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED SPACES 0-9 0 10-25 I - ___ 25-50 3 51-75 . r, 76-100 8 1 101-150 11 I151-200 16 1 201 AN D OVER I �AST 8% OF TOTAL 1 5106521 - Parking Stan marking Part, in the paint used for stall striping the following , characters such that the lower edge of the last Word al,gris with the end of the staff striping , and is visible beneath a parked veno� CLEAN AIR / VAN POOL I EV Note Vehicles bearing Clean Air Vehicle strkefs from expired HOV lane programs may be considered efigibi for designated par" spaces , 5.106.8 LIGHT POLLUTION REDUCTION. tM Outdoor fighting Systems shall be dp%�gnpd and ristalledto comply vAth the following I The minimum requirements in the California Energy Code for Lighting Zones I -A is defined in Chapter 10 of the California Admirii;,tratrve Code and 2 PackIlght, Uptight and Glare (RUG) ratirg. as defined in IES TM 15-1 1. and 3 Allowable BUG ratings not exceeding those sho,Aln in Table 5 106 8 or Comply with a loca! ordinance lav,fully enacted pursuant to Section 101 7, whichever is mo,p stringent Exceptions: M 1 Luminaires that quality as exceptions in Section 147 of the California Energy Code, 2 Emergency lighting , Note: (M See also California Bu!fdtng Cod,, Chapter 12, Section 1205 6 for colie . � ge campus fighting requirvi-nents for parking factlities and walkways 5.106.10 GRADING AND PAVING. Construction plans shall indicate how Ste grading or a drainage system will manage all surface water flows to keep water from erterng buildings Examp��sofriethDdstoma�,iagesu,face , water in clude. but are not kimigod to the followng I Swia " 2 Water collection arid disposal systems 3 French &am,. . 4 Water retention gardens. , 5 Other water measures which keep surface water away fmm buildings and aid ing.miumv.0terriechargo Exception: Additions and alterations not aftering the drainar path DIVISION 5.2 ENERGY EFFICIENCY SECTION 5.201 GENERAL I . 6.201.1 Scope. For the. purposes of mandainry energy efficiency standards in this code the California Frwrgy Commnsion wili continue to adopt mandatory building standards . I DIVISION -5.3 WATER EFFICIENCY AND CONSERVATION SECTION 5.301 GENERAL . 5.301.1 Scope. The Provisions of this chapter shall establish the means of conserving water use indoors. outdoors and in wastewater conveyance � SECTION 5.302 DEFINITIONS 5�302.11 Definition%, The following terms are dpf-ned in Chapter 2 (arid ate included hArr. forrefterence) GRAYWATER. Pursuant to Health and Safety Code Section 17922 12, 'graywater'* means untreated wLsfewaterthat has not been contaminated by any todet discharge, has not been affected by infectious contaminated, or unhealthy bodily wilistes and does not present a threat from contarrimation by unhea"ful processing, manufacturing. or operating wastes 'K,raywater' Includes but is not lornited to vo,estewroler from bathtubs, showers, bathroom , washbasins, clothes washing machines and laundry tubs, but does not include, waste water from kitchen sinks or dishwashers MODEL WATER EFFICIENT LA140SCAPE ORDINANCE IMWELOJ. The California o. diratice rerjulationg landscape design, installation and maintenance practices that wtli ensurc commercial, multifamily and other developer instaiii landscapes greater than 2500 Square feet mept an Irrigation water budget developed based on landscaped area and climatological parameters . MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO)i (HCOI The Calif,rnta model ordinance 9 -California Code Of Regulations, Title 23. D,visjori 2, Chapter 2 71, regulating Iandscape design installation and maintenance practices Loc.a! agencies are required to adopt Me updated MVVELO, or adopt a local ordinance at least as effectrve as the MWFLO � I POTABLE WATER. Water that is drinkable and mf,pts the U S Environmental Protection Agency (EPA) Drinking Water Standards See definition In the California Plumbing Code. Part 5 - POTABLE WATER. IHCDI Water that is satisfactory for drnking culinary, and domestic puroses, and meets the U S Environments! Protection Agency (EPA) Drinking Water Standards and " requirements of " Health Authority Having JUosdoction RECYCLE . D WATER_ Water Which, as a result of treatment of waste is sugabip for a chrecit beneficial use coil a controlled use that would not otherwise occur (Water Code Section 13050 (n)] Simply put recycled Water is water treated to rpmove Waste matter attaining a quality that is suitable to use the water again SUBMETER. A meter msla!I;,.d subord,nate to a site meter Usually used to morlasure water Intended for ore purpose. such as landscape irrigation For the purposes of CALGreen, a dedicated meter may be considered a Submeter WATER BUDGET. is the estimated total landscape irrigation Water use which sh.311 not exceed the maximum aPpled water allowance calculated in accordance With the Department of Water Resources Model Efficient Landscape Ordinance (MWF_LO) SECTION 5.303 INDOOR WATER USE 5.303.1 METERS. Separate sularneters or metering devices shall be Installed for the uses descirlbed in Sections 503 1 I and 503 1 2 5.303.1.1 Buildings In excess of 50.0,00 square feet Separate submeters tell be installed al, follows I For each indiv,rgial leased, rented or other tenant Space within the building projected to consume more than 100 galiday (180 Lilday), including, but not hmft(,d to, spaces used to( laundry or cleaners. restaurant or food servocp, medical or dental office, laboratory, or beauty salon or barber shop 2 Where separate suborrieters for individual buiolog tenants are unfeasiblo. for water supplied to the following subsystems a Makeup water for cooling towers where flow through is greater than 5W grim (V_ US) b Makeup water for evaporralive, coolers greater than 6 grim (O 04 Lis) . c. Stearn and hot w3lp, boillenswith energy input more than 500,000 Btu!h (147 kw) - 6.303.1.2 Excess consumption. A se,oarate submeter or metering device shall be pryivided for any tenant wilhir a new bu!!r4.rig or within an addition that is protected to cionsump more than 1,000 galldaY 5.3012WATERREDUCTION Plum thing fixtu res shall meet the max minum flow rate value-, shown in Table 5 303 2 3 Exception: Building tfrat derrionstratp 20% overall water use reduction In this case, a calculation demonstrating a 201. reduction in the budding "water use basel,ne," as eistalollored, in Table- 5 3(T3 2 2, shall be provided 5.303.2.1 Areas of addition or atteration. For those occupancies within the authority 4 the California Building Standards Commission as specified in Section 103 the provisions of Sectocin 5 303 2 and Section 5 303 3 shag apply to new fixtures in additions or areas of afteration to the builching INSPECTOR SIGNOFF 5.303,3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (Water closets and urinals) and fittings (faucets and showertreads) shall comply wffi the following 5.303.3.1 Water Closets. The effilloctIve flush volurrie of all water closets shall not exceed 1 28 ga!Ions per flush Tank -type water closets shaft be certified to the performance criteria of the U.S EPA WalerSense Specification for Tank -Type toilets Note: The effectr.* flush volume of dual Rush togets O,r defined as the composite, average flush volume of two reduced flushes and one full flush 5.303.3.2 Urinals. The effective flush volume of urinals shag not exceed 0 5 gallons per flush 5.303.3.3 Showerheads. 5.303.3.3.1 Single showerhead. Showerheads shag have a maximum flow rate of not more than 2 0 gallons per minute at 80 psi Showerheads shall be certified to the performance criteria of the U S EPA WaterSense Specification for Showerheads 5.303.3.3.2 Multiple showerheads; sertring ormi shower. When a shower is served by more than one showerhead the combined flow rate of all the showerhead's andlor other shower o"-ts controlled by a stricile valve shag not excv,ed 2 0 gallons per rr"nute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a lume� - Nctp A hand-held showershall be considered a showerthead 5.303.4 WASTEWATER REDUCTION. M Each building shall reduce by 20 percent wastewater by one Of the following mpthom I IRSC, DSA-SSJ The installation Of water-conservIng fixtures (Water closets unnals) meeting the Criteria establisned in sections 5 303 2 or 5 303 3 2 [BSCI Utilizing non-potablp water systems [captured rainwater, graywaier and municipa'ly treated wast-waler (recycled water) complying with the current edition of the California PILorlibring Code or other rnothods. described in Section A5 304 8 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittrigs shall be installed in accordance with the California Plumbing Code, and shag nw,et the applicable standards referenced in Table 14011,11 of the California Plumbing Code and in Chapter6 ofthis code TABLE 5.303.2.2 —WATER USE BASELINE3 FIXTURE TYPE FLOW RAM DURATION DAILY USES OCCUPANTSit SHOWER HEADS 2 0 GPM CD 80 PSI 5 WN 1 X2. LAVATORY FAUCETS 0 5 GPM (P 60 PSI 125 MIN 3 X (NON RESIDENTIAL) CERAMIC TILE ADHESUES i 65 � 2 Energy efficiency goolils, [refer to 2013 California Energy Code. Section 120 Nb)l 50 — — KITCHEN FAUCETS 2 2 GPM. P 60 PSI 4 MIN I X71, - REPLACEMENT AERATORS 2 2 GPM @ 60 PSI based on ASHRAE 52 1-1992 Replace all fillers immediately prior to occupancy, or, 0 the building s occupied - X OTHER ADHESIVES NOT SPECIFICALLY LISTED 2 2 IRIM SPACE 4 Project procifirin, Including facrfi`y, functions and hours of operation, and need for after hours operation — - FLOOR COAT INGS during alteration, at " conclusion of construction WASH FOUNTAINS (IN)120 GPMfb(-)O PSI] 490 ABS VV EDI NG X METERING FAUCETS 0 25 GALICYCLE 0.25 MIN 3 X — MET ER!NG FAUCETS FOR 15 IRIM SPACE 0 25 MIN rough installation, or during storage on the construction site and until final startup of the heating confirm and X WASH FOUNTAINS (IN )M GPMCP60 PSI] SUBSTRATE SPECIFIC APPLICAT'ICINS 5.410.2.2 Basis of Design (800). (A] A written Pitplanation of how the &Sign of the building systems meels tire METAL TO METAL . GRAVITY TANK WATER 1 28 GALIFLUSH I FLUSH 1 MALEt, X CLOSET 30 plastic, sheet metal or other methods acceplaNe to the enforcing agency to reduce the amount of dust, water and 3 FEMALE I I FLUSHOMETER TANK 1 28 GAUFLUSHI I FLUSH - I MALFi, X WATER CLOSET — SPECIALTY PRIMERS, SCALERS& UNDEROOATFPS . 100 3 FEMALE I Hvatmg ver!lIe,+ion air condit,ontrig (H�IAC) systems and crontroK fmfprto 2013 California Enemy Cade, Section 120 8(,-)l FLUSHOMETER VALVE 1 28 GAL/FWSH 1 FLUSH I MALEi, X WATER CLOSET 2 Indoor logritino System, and controls [refer to 2013 California Energy Code S�cthon 120 8(c)) 3 Water heating system Iffif,er to 2013 California Energy Code. Section 120 8 (c)� El 3 FEMALE I - - - -_ ELECT ROMECH AN ICAL 1 28 GALIFLUSH I 1 FLUSH I MALEt X I HYDRAULIC WATER CLOSET . 3 FEMIAL� — URINALS I 0 5 GALIFLUSH I 1I FLUSH 2 MALE I X — FIXTURF"WATER USE"= FLOW RATE X DURATION X OCCUPANTS X DAILY USES 1 THE DAILY USE NUMBER SHALL BE INCREASED TO THREE IF URINALS ARE NOT INSTALLED IN THE ROOM . 2 REFER TO TABLE A, CHAPTER 4, CALIF PLUMBING CODE, FOR OCCUPANT LOAD FACTORS a SHOWER USE BY OCCUPANTS DEPENDS ON THE TYPE OF USE OF A BUILDING OR PORTION OF A BUILDING, E G, TOTAL OOCUPANT LOAD FOR A HEALTH CLUB, BUT ONLY A FRACTION OF THE OCCUPANTS IN AN OFFICE BUILDING AS DETERMINED BY THE ANTICIPATED NUMBER OF USERS b NONRES4DFNTIAL KITCHEN FAUCET USE IS DETERMINED BY THE OCCUPANT LOAD OF THE AREA SERVED BY THE FIXTURE - � . 3 USE WORKSHEET WS -11 TO CALCULATE BASELINE WATER USE TABLE 5.303.2.3 — FIXTURE FLOW RATES FIXTURE TYPE . MAX. FLOW RATE IM 20% REDLCTION KITCHEN FAUCETS 1 8 GPM 0 60 PSI WASH FOUNTAINS 1 8 (RIM SPACE (IN )120GPM 0 60 PSI] METERING FAUCETS 0 20 GALLONSr-YCLE I .-TS FOR 3 20 [RIM. SPACE (IN Y2C . SECTION 5.304 OUTDOOR WATER USE 1 6.304.1 WATER BUDGET. A water budget shall be developed for landscape Irrigation use that installed in conjunction with a new building or an addition or alteration conforms to the local water efficient landscape orchmanoe or to the California Department of Water Resources Water Efficient Landscape Ordinance lAhere no local ordinance is applicable Note: - Prp,cnr)tfve measures to assist in compliance With " Water budget are listed in Sectforis 492 5 through 492 8, 492 10 and 492 1 1 of the ordinance, which my be found at http I/wAw water ca g(,.v,"teruseeficwncytdoesAA/ater0rdSec492 cfm 5.304.2 OUTDOOR POTABLE WATER USE. For new water service or for addition or alteration Fen , unng upgraded water service for landscaped areas of at least 1,OGO square feet but not more than 5,000 square feet (the level at which Water Ccode §535 applies), separate submet", or metering devices Shall be installed for outdoor potable water use 1 5.304.3 IRRIGATION DESIGN. In new nonresidential constructolin with at least 1,000 but not more than 2,500 square feet of cumulative landscaped area ehe level at whoch the MT7LO apples), install irrigation controllers and sensors which include the following Criteria and meet manufacturer% reemnienclartions 5.304.3.1 Irrigation controllers. Automatic Irrigation system controliers installed at the time of foal inspection shall comply with the following, I Controllers shall be weather- or soil rnoisture-based controli that automatically ad�ust Irrigation in response to changes in plants'ne.eds as weather conditions change 2- Weather -based control Inir; without integra I rain sensors or communication systems that account for laical rainfall shall have a separate vilified or Wireless rain sensor which connects or communrates with the contro!ler(s). Soil morsture-based controllers are not required to have rain sensor input Note: More information regarding irrigation controller function and specifications is available from the In-gatoon Association e Measurallo Criteria for accepta4e performance 4 Cocnei,ssioning team Information 5 Commissioning process artirve,ps schp(titels and resnalss. torlihes Plans for the cOmOetocn of commisisi,ning Shag be griCILKIed 5.410.2.4 Functional performance testing. JAI Functional performance tests shall demonstrate the correct installarhon and operation of each component, system, and syshrm-t"ySt�m interface in accordance With the approved Plans and specifications Functional performance foisting reports shaft contain information ad,lissing each of the building components testi the testing methods ut!:zed and Include any reading- and adjustments made 5.410.2.5 Documentation and train". M A Systems Manual and System Operalhons, Training are required, including Occupational Safety arid Heath Act (OSHA) requirements in California Code of Fk,-gtiIbj,ons (CCR), Tille . . 8, Section 5142. and other related regulations 5AI0.2.5.1 ftsterits manual. [N] Documentation of the operational aspects of the builchng shaft be completed within the systems rinartual and dviNeredto the burlding owinorof representative The Systems manual shall include the fork,mlng I Ste information. Including facdoy description, history and current requirements . 2 Site contact information 3 Basic operations and maintenance Including general site operating procedures, basic troub"hooting, recommended ma,ninnarre mqutrements, site events log 4 Ma)or systprrvs 5 Ste equipment irvprtory arId maintenance notes 6 A copy of viorlrat,K)ns relouried by the enforcing agency or this code 7, Other resources arid documentation, f applicable . � 5.410.2.5.2 Systems operations training. IN] A program for training of the appropriate maintenance staff for each equipment type and/or System shag be devell.)p-c! and documented in the commissioning mnort and shall include the fokywrig I SystprTioequlpmpirt overview (What it is, what 0 does and with What other syst�ms and/or equipment if Interfaces) 2 Review and cipmonstration of sprocing/preventive maintenance 3 Review of the information in the Systems Manual 4 Review of the record drawings on the system/equipirrient 5.410.2.6 Commissioning report A report of commissioning process activities undertaken through tho design, construction phases of the bumd,ng project sh.al be completed and provoced to the owner or rer)msentatr,e Note: Guidance on implementatoon and enforcement of commissioning requirements, including sampl- compliance forms and templa!es may be found in Appendix A6, Division A6 I of this Code 5.410.4 TESTING AND ADJUSTING. TF-T,ng and adjusting of Systems shall be requirril for budd,ogs less than 1 0 000 Square feet or new sy5terris to s-rvf- an addition or afterat,cin s(itiIect to Section 303 1 1 5A10A.2Systerl Develop a written plan of procedures for testing and adjuqorg systems Systerristobe . mic Iu&.d for testing and adjusting sh all include at a minimum, as applicable to the Protect I HVAC systi�ms and controls 2 Indoor and outdoor lighting and controls 3 Water heating sysl,�" 4 Renpwabi� energy sy,ge,ns 5 Landscape imiginton Systems 6 Water reise syste,ris 5.410.4-3 Procedures. Peel:�mrl tes!;rxi and adjusting procedures in accordance With manufacturps specifications and appicalolle standards on each System TABLE 5.504.4.1 - ADHESIVE VOC LIMIT,2 INSPECTOR SIGNOFF . INSPECTOR 5.410.2.1 Owner's or Owner Represerritative's Profect Requirements (OPR). IM The expectations and requirements elf the building appropriate to its phase shall te documented before the design phase of the prolect begins This documentation shag trickide, the following SIGNOFF - - INSPECTOR SECTION 5.504 POLLUTANT CONTROL 5.504.1.3 Temporary venfilartion. The permanent, HVAC system shah only be useddunng construction of necessary to condition the building of areas of addition or alteration Within the required temPeratuFP range to( SIGNOFF 50 __ — - — OUTDOOR CARPET ADHESIVES 150 WIDOD FLOCRI14G ADHESVES I Environmental and sustamahilly gvals [�] material and equipment Installation If the HVAC system is used dunN construction use return air filters. With a SUBFLOOR ADHESIVES 1 50 — CERAMIC TILE ADHESUES i 65 � 2 Energy efficiency goolils, [refer to 2013 California Energy Code. Section 120 Nb)l 50 — — Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAF 52 2-1999, or an average efficiency of 30% !;6 - COVE 13ASE ADHESIVES I 50 — — - MULTIPURPOSE CONSTRUCTION ADHESIVES 1 3 Indoor environmental qLIa1!!Y requirements , STRUCTURAL GLAZING ADHESIVES based on ASHRAE 52 1-1992 Replace all fillers immediately prior to occupancy, or, 0 the building s occupied SINGLE -PLY ROOF MEMBRANEADHIESIVES 750 OTHER ADHESIVES NOT SPECIFICALLY LISTED 50 4 Project procifirin, Including facrfi`y, functions and hours of operation, and need for after hours operation — - FLOOR COAT INGS during alteration, at " conclusion of construction 510 CPVC Wr_LD;NG 490 ABS VV EDI NG 5 Fquirmfort! and system, expectations 6 Building or,culparit and operation and maintenance (O81,R) personnel expectations . 1 5.504.3 Covering of duct openings and protection of mechanical equipment during cor'structiom. At the time of ADHESIVE PRIMER. FOP. PLASTIC 550 . - - CON TA CT A DH ES I'VE 80 . SPFCIA L PURPOSE CONTACT AnHFSPv'F —_ 250 rough installation, or during storage on the construction site and until final startup of the heating confirm and 140 __1 TOP & TRIM ADHESIVE - 250 1 ________� SUBSTRATE SPECIFIC APPLICAT'ICINS 5.410.2.2 Basis of Design (800). (A] A written Pitplanation of how the &Sign of the building systems meels tire METAL TO METAL ventilating equipment, all duct and other related air distribution component openings shag be covered With tape, —_ — PLASTIC FOAMS __ 50 -------___ - POROUS MATERIAL (EXCEPT V,1130n) __ 50 ___ OPR shaft be comc,loted ,r the design Phase of the building project. The Ba,;ts of Design docum em, ;,, "'Coveir ,e 30 plastic, sheet metal or other methods acceplaNe to the enforcing agency to reduce the amount of dust, water and 80 I I . 5.504A.5.3 Docurrientation, Veffication of compliance with this section shall be prov,oled as requested following systems 730 debris wh tch may collect in file system 550 — SPECIALTY PRIMERS, SCALERS& UNDEROOATFPS . 100 STAINS —_ I Hvatmg ver!lIe,+ion air condit,ontrig (H�IAC) systems and crontroK fmfprto 2013 California Enemy Cade, Section 120 8(,-)l STONE CONSCUDANTS 5.504.4 Finish material pollutant con". Finish material,, sball comply with Sections 5 504 4 1 through 5 504 4 4 - - SWIMMING POOL COATINGS 340 . - TRAFFIC MARKING COATINGS 1 2 Indoor logritino System, and controls [refer to 2013 California Energy Code S�cthon 120 8(c)) 3 Water heating system Iffif,er to 2013 California Energy Code. Section 120 8 (c)� El 5.504.4.1 Adhesives, sealards and caulks. Adhesrves, sealants, and caulks used on the project shall meiat 250 - WOOD COATINGS — 275 - - — WOOD PRESERVATIVES . 4 Renewable energy system,s 5 Lar.cKcaiae grr�q.atoon syst�mls ZINC -RICH PRIMERS I .... the requirements of the following standards nd caulks shall 1 Aclhialirves, adhesive bonding primers adhesive primers, sealants, sealart Primers a 1 GRAMS OF VOC PER LITER OF COAT] NG. 114CL UDING WATER& EXEMPI COMPC)UNDS - 2 THE SPECIFIED LWITS REMAIN IN EFFECT UNL ESS REMSED LIMITS ARE LISTED IN SURSEOLIENT COLUMNS IN THE TABLE __ - 3 VKUFSIN THIS TABLE ARE DERIWO FROM THOSE SPECIFIED BY THE CALIFORNLAAJR RE�OURCES BOARD I'Aill'CI-11TECTURAL COATINGS SUGGESTED CONTROL MEASURE FEB 1, 2008 MORE INFORMATION IS AVAILABLE , '. 'E AIR RESOURCES BOARD. I 6 Water reuse systems Wood Association, the Australian AS1N7S 2269 or European 636 3S standards � comply with local or regional air pollution control or air Miai-ty, ona,narllpment cilf,trict rules where 5 Other methods acceptable to the enforcing agency � � - the owner or the responsible entity acting as the owners applicable, or SCACIMO Rule 1168 VOC limits, as shown in Table 5 504 4 1 and 5 5G4 4 2. Such 5.410.2.3 Commissioning plia". M Prior to permil: issuance a commissioning plan shall be corritileted to products also sha!i comply with the Rule 11 68 prihibilion on the use of certain toxic cornpouric K_ document how the project will be commissioned The corrormissionIng plan shag include the foll',wrig (chloroform, ethylene dichloncle. rnethylene chloride, pprchlornethitiene and trichlorcerhylerell, except for I General project information aerosol products as specified in subsection 2, below 1 2 Commissioning goals 3 Systems to be commissioned Plans to test systemis and components shag orrockide ' 2 Aerosol adhesives. and smaller unit sizes of adhesve 5 and sealant or caulking compounds (in a An explanat.,on of the original clesign intent units of product, less packagong Which do not %wigh more than one pound and & not consist of more � b Equipment and ll,irs"firris; to be tested, Including " extent of tests than 16 fluid ounces) shall comply With Statewide VOC standards and other requirements, Including c F unrhons to b,- tested prohibitions on use of certain toxic compounds of California Code ofiRtagularticirs, Title 17, commencing of Conditions under which the test shag be pe,formod wrth Section 94�CT e Measurallo Criteria for accepta4e performance 4 Cocnei,ssioning team Information 5 Commissioning process artirve,ps schp(titels and resnalss. torlihes Plans for the cOmOetocn of commisisi,ning Shag be griCILKIed 5.410.2.4 Functional performance testing. JAI Functional performance tests shall demonstrate the correct installarhon and operation of each component, system, and syshrm-t"ySt�m interface in accordance With the approved Plans and specifications Functional performance foisting reports shaft contain information ad,lissing each of the building components testi the testing methods ut!:zed and Include any reading- and adjustments made 5.410.2.5 Documentation and train". M A Systems Manual and System Operalhons, Training are required, including Occupational Safety arid Heath Act (OSHA) requirements in California Code of Fk,-gtiIbj,ons (CCR), Tille . . 8, Section 5142. and other related regulations 5AI0.2.5.1 ftsterits manual. [N] Documentation of the operational aspects of the builchng shaft be completed within the systems rinartual and dviNeredto the burlding owinorof representative The Systems manual shall include the fork,mlng I Ste information. Including facdoy description, history and current requirements . 2 Site contact information 3 Basic operations and maintenance Including general site operating procedures, basic troub"hooting, recommended ma,ninnarre mqutrements, site events log 4 Ma)or systprrvs 5 Ste equipment irvprtory arId maintenance notes 6 A copy of viorlrat,K)ns relouried by the enforcing agency or this code 7, Other resources arid documentation, f applicable . � 5.410.2.5.2 Systems operations training. IN] A program for training of the appropriate maintenance staff for each equipment type and/or System shag be devell.)p-c! and documented in the commissioning mnort and shall include the fokywrig I SystprTioequlpmpirt overview (What it is, what 0 does and with What other syst�ms and/or equipment if Interfaces) 2 Review and cipmonstration of sprocing/preventive maintenance 3 Review of the information in the Systems Manual 4 Review of the record drawings on the system/equipirrient 5.410.2.6 Commissioning report A report of commissioning process activities undertaken through tho design, construction phases of the bumd,ng project sh.al be completed and provoced to the owner or rer)msentatr,e Note: Guidance on implementatoon and enforcement of commissioning requirements, including sampl- compliance forms and templa!es may be found in Appendix A6, Division A6 I of this Code 5.410.4 TESTING AND ADJUSTING. TF-T,ng and adjusting of Systems shall be requirril for budd,ogs less than 1 0 000 Square feet or new sy5terris to s-rvf- an addition or afterat,cin s(itiIect to Section 303 1 1 5A10A.2Systerl Develop a written plan of procedures for testing and adjuqorg systems Systerristobe . mic Iu&.d for testing and adjusting sh all include at a minimum, as applicable to the Protect I HVAC systi�ms and controls 2 Indoor and outdoor lighting and controls 3 Water heating sysl,�" 4 Renpwabi� energy sy,ge,ns 5 Landscape imiginton Systems 6 Water reise syste,ris 5.410.4-3 Procedures. Peel:�mrl tes!;rxi and adjusting procedures in accordance With manufacturps specifications and appicalolle standards on each System TABLE 5.504.4.1 - ADHESIVE VOC LIMIT,2 ____ - GRAMS Of: VOC PER LITER Of: COATING LESS WATER & LESS E)(EMPT COMPOUNDS Less water and Less Exempt Compoundstin Grams per Liter COATING CATEGORY CURRENT VOC LIMIT ARCHITECTURAL APPLICAT'ICINS — INDOOR CARPET ADHESIVES 50 CARPET PAD ADj-fl7SV,P.S 50 - — OUTDOOR CARPET ADHESIVES 150 WIDOD FLOCRI14G ADHESVES 100 — RUBPER FLOOR ADHESIVES 6n SUBFLOOR ADHESIVES 1 50 — CERAMIC TILE ADHESUES i 65 VCT 9 ASPHALT TILE ADHESIVES 50 — — __ DRYWALL 9 PANEL AD C-SI'VES !;6 - COVE 13ASE ADHESIVES I 50 — — - MULTIPURPOSE CONSTRUCTION ADHESIVES 1 70 , STRUCTURAL GLAZING ADHESIVES 1100 SINGLE -PLY ROOF MEMBRANEADHIESIVES 750 OTHER ADHESIVES NOT SPECIFICALLY LISTED 50 — SPECIALTY APPLICATIONS — - FLOOR COAT INGS _ PVC WELDING 510 CPVC Wr_LD;NG 490 ABS VV EDI NG 325 PLASTIC CEMENT WELDING ___ 250 ADHESIVE PRIMER. FOP. PLASTIC 550 . - - CON TA CT A DH ES I'VE 80 . SPFCIA L PURPOSE CONTACT AnHFSPv'F —_ 250 - STRUCTURAL WOOD MEMBER ADqESTVE — 140 __1 TOP & TRIM ADHESIVE - 250 1 ________� SUBSTRATE SPECIFIC APPLICAT'ICINS PRETREATMENT WASH PRIMERS METAL TO METAL 30 - ___ — —_ — PLASTIC FOAMS __ 50 -------___ - POROUS MATERIAL (EXCEPT V,1130n) __ 50 ___ ____ WOOD ____ I. 30 --- I FIBFRGLASS --- 80 I I . TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS73 -1 - --- ____ - GRAMS Of: VOC PER LITER Of: COATING LESS WATER & LESS E)(EMPT COMPOUNDS . - I I I _. COATING CATEGORY CURRENT VOC LIMIT FLAT COATINGS 50 NONFLAT COATINGS . IDO NCNFLAT HIGH GLOSS COATINGS 150 SPECIALTY COATINGS -au National Standards. the National procedures cl�',rpd by the Test -ng Adiusfing and Balancing Sure ALUMINUM ROOF COATINGS i 400 BASEMENT SPECIALTY COATINGS 1 400 BITUMINOUS ROOF COATINGS 50 — BITUMINOUS ROOF PRIMERS 350 — BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MIASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATNGS 3,50 — — - FLOOR COAT INGS 100 FORM-RELEASECOMPOUNDS 250 — GRAPHIC ARTS COATINGS (S4GN PAINTS) 5M — HIGH-TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 — LOW SOLIDS OOATINGSi . 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS � . 100 METALLIC PIGMENTED COATINGS 500 ___ MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 4-10 PRIMERS, SEALERS, &UNDERCOATERS 1100 REACTI'VE PENETRATING SEALERS 351) RECYCLED COATINGS 253 . ROOF COATINGS — 50 —_ - RUST PREVENTATIVE COATINGS I 250 . SHELLACS I 5.504A.5.3 Docurrientation, Veffication of compliance with this section shall be prov,oled as requested CLEAR I . .,. 730 � OPAQUE 550 — SPECIALTY PRIMERS, SCALERS& UNDEROOATFPS . 100 STAINS —_ 250 STONE CONSCUDANTS 450 - - SWIMMING POOL COATINGS 340 . - TRAFFIC MARKING COATINGS 100 — — TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES ___ 250 - WOOD COATINGS — 275 - - — WOOD PRESERVATIVES . 350 - — ZINC -RICH PRIMERS I .... 340 1 GRAMS OF VOC PER LITER OF COAT] NG. 114CL UDING WATER& EXEMPI COMPC)UNDS - 2 THE SPECIFIED LWITS REMAIN IN EFFECT UNL ESS REMSED LIMITS ARE LISTED IN SURSEOLIENT COLUMNS IN THE TABLE __ - 3 VKUFSIN THIS TABLE ARE DERIWO FROM THOSE SPECIFIED BY THE CALIFORNLAAJR RE�OURCES BOARD I'Aill'CI-11TECTURAL COATINGS SUGGESTED CONTROL MEASURE FEB 1, 2008 MORE INFORMATION IS AVAILABLE , '. 'E AIR RESOURCES BOARD. I - INSPECTOR slalloFF DIVISION 5.4 MATERIAL CONSERVATION I AND RESOURCE EFFICIENCY SECTION 5.401 GENERAL 5A01.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource effociency through protection of buildings from exterior moisture. construction waste diversion employnnent of techniques to reduce pollution &rough recycling of materialos, and building commlissioning or testing and adjus"ing SECTION 5.402 DEFINITIONS 5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included hoste for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment Such as to reduce fen Speed Of adjust a damper I BALANCE. To proportion flows within the distribution system, Including sub -crams, branches and temninals according to design qua Miles BUILDING COMMISSIONING. A systematic quality assurance process " spans the entire design and construction process, Including verifying aid documenting that building s,,stems and components are p;argred designed, onstaWl, tested operated and maintained to Freel the ovimer's Project requirements TEST. A procedure to determine quantitative Performance of a system of equipment SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT 5.407.1 WEATHER PROTECTION. Provide a weather -resistant exterior wall and foundation envelope as required by California Building Code Section 1403 2 (Weather Protection) and Catirformis Energy Code Section 150. (Mandalo.ofy Features and Devoce-)r manufacturer's Installation instructions or loc,al ordinance, whichever is more smirgent 5.407.2 MOISTURE CONTROL Employ moisture control measures by the following methods 5.407.2.1 Sprinklers. Design arid maintain landscape iningation systems to prevent spray on structures SA07.2.2 Entries and openings Design exterior entries and/or openings subject to toot traffic or wind -driven rain to Prevent water intrusion into buildings as follows 5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbient floor and wall finishes within at least 2 feet around and perpendicular to such openings � plus at least one of the followng I I An Installed awning at east 4 feet in depth � 2 The door is projected by a mcif overhang at least 4 feet in depth 1 3 The door is recessed at least 4 feel 4 Other rnethodl� which provide equivalent protection 5.407.2.2.2 Flashing. Instal flashings integrated with a drainage plane SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING I . 5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recyclip and/or salvage for reuse a minimum of 50% of file non-twardous construction and demolition waste In accordance with Section 5 408 1.1, 5 408 1 2 or 5 4081 3. or meet a local construction and cle,mol,hon waste rianagement Ordinance, i0lichever is more stringent 5.408.1.1 Construction waste management plan. W"ere a focal pirsOction does not have a construction and demolition waste management ordinance, submit a corrstruction waste mranagop,mle-n! Plan that I Idpil the construction and demolition Waste materials to be diltvilitted from disposal by efficient usage I recycling reuse on the Protect or salvage for future use or sale 2 Determine& it construction and derecIrtion waste materials will be sorted con-ste (sounce-separated) or bulk rr".xed (single strearn) 3 Identrifies diversion facildes where construction and dernrortion waste material collected will be taken. 4 Sppc,f-s that the arriount of construction and clemlition waste materials diverted shag be, calculated by ,owight or volume. but not by both 5.408.1.2 Waste Management Company. Utive a waste rnanaqpment company that can provide verifiable clocurroe,niation that the percentage of construction and diilroictitioarn Waste material driveled from the landfill Complies With this section Note The owner or contractor shall make the determination I the consilirucliton and dernalition waste material will be divoirted by a waste management company Exceptions to Sections 5.408.11.11 and SA08.1.2: 1. Excavated soil and land -clearing debris 2 Alternate waste reduction methods developed by working With local agencies I diversion or recycle facilities capable of compliance with this gem do not exist 3 Demolition waste meeting local ordinance or calculated in consideration of loac-I recycleing facilitles and markets 5.408.1.3 Waste stream reduction afternar". The combined Wright of new construction disposal that does . . not exceed two pounds per square foot of building area may be deemed to meet the 50% minimum rerf-ifferropm as approved by the enforcing agency 5.408.11A Documentation. Documentation shall be provided to the enforcing agency vIthich demonstrates compliance with Sections 5 408 1 1. through 5 408 11.3 The waste management plan shah be updated as El rieresi,ary and shag be accessible durrig construction for examination by the PnfoTln.q. agency Notes: I Sample forms found in "A Guide to the California Green Building Standards Code- (NonresidentlaT located at whw bsc ca govillf-jorrip/C.Al.Green aspx may be used to assist in documenting compliance with the waste management plan 2 Mixed construction and 6-molmon debris processors can be located at the California Department of I Resources Recycling and Recovery (CaRecycle). 5.408.3 EXCAVATED SOIL AND LAND CLEARING ]DEBRIS. ISSC) 100 Percent of he, -_s, Stumps, rocks and associated vegetation and Soils resuti prim2roly from land clearing shall be reused or recycled For a phased pmrct, such material may be stockpiled on site until the storage site is devejo� Exception: Reuse, either on or off -Ste. of vegetation or so# contaminated by disease or pest infestation Notes: I If contamination by disease or pest infestation is suspected, contact Me County Agricultural Commissioner and follow Its cl,rectron for recycling or disposal of the material 2 For a map of know pest and/or disease quarantine zones, consult With the California Department of Food and Agiroculture (www cdfa ca gnv) SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS 5.410.1 RECYCLING BY OCCUPANTS. Provide madly accessible areas that serve the entore building and are Identified foirthe depositing. Storage and collection of non -hazardous materials for recycling. Including (at a minimum) p3perr corrugated cardboard glass. plastics and metals or meet a lawfully enacted focal recycling � ordinance, if more restrictive 5.410.1.1 Additions. Vq All additions conducted within a 12 -month period under single. or multiple permits. resulting in an increase of 30% or more in floor area. shall provide recycling areas on Ste Exception Additions Within a tenant space resulting in less than a 30% increase in the tenant space floor area 6.410.1.2 Sample ordinance. Space allocation for recycling areas shall compty With Chapter 18, Part 3, Division 30 of the Public Resources Codo, Chapter 18 is known as the Califorma Solid Waste Reuse and Recycling Access Act of 1991 (Act)� Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle's Web site, S.410.2 COMMISSIONING. M For new buildings 10 000 square feet and ovier, building commissioning shag be Included in the design and construction processes of the building project to verify that the building systems and components meet the owner s or ovomer representative's project requilremp.mts, Comroir,sionng Shag be pprormi-ki in accordance with this wbon by trained personnel with experience on projects of comparable size and complexity Commissioning requeraments shall Include 1 Ownpr's or Owner representatrve's project requirements 2 Basis of design 2 Cominnissioning measures shown in the construction documents 4 CommissoomiN Plan. 5 Furchorial perfornmrice testing . 6 Docurmirtation and training I . 7 Commissioning report Exceptions: I Dry storage warehouses of any size 2 Areas under 10,000 square feet used for offoces or other conditioned accessory, spaces within dry storage warehouses , 3 Tenant impricNerrients under 10.0D0 square feet as described in Sectx)n 303 1 1 4, Commissioning requirements for energy systerns, covered by the 2013 Caufomia Energy Code . AM building system and components covered by Title 24. Part 6, as Well as process eclugornerit and con".1s, and renewable energy systems shall be included 91 the scope of the commissioning requigempf%is IINZr" 1VK SIGNOFF 5.504.4.5 Resilient flooring sysilems. For 80 percent of Moor area recerviN resilient flooring, installed � resilient flooring shall meet a- least one of the following 11. Certified under the Resilient Floor Covering Institute (RF7CI) FloorScore program. 2 Compliant with the VO-C-emtssfon times and testing requorpmPnits, specified in the California Department of Pubbc Health's 2010 Standard Method for the Testing and Evaluation Chambers, Version I 1, February 20101, 1 3 Compliant with the California Collaborative for High Performance Set"of. (CA­CHPS) Criteria I aterpretation for EQ 2 2 dated July 2012 and listed in the CHIPS High Pe,formance Product Database, of 4 Compliant with CDPH criteria as certified uncfer the Greenguaird Cliticirpirt's & Schools Program 5.504.4.6.1 Verification of compliance. Documentaltion shall be provided verifying that resilerit flooring matertaK meet the pollutant emission filings S.504.S.3 Filters. In mechanically ventilated buildings, provide re.gutarly occupied areas of the building With air filtration med-a for outside and return air that provides al least a Minimum EffK,,Pncy Reporting Value (MERV) of 8, MERV 8 filters she" be Installed prior to occupancy. and recommenciaggairs for maintenance With tigers of the same value shaft be included in the operation and maintenance manual Exceptions: I An ASf*ZAE 10% to 15% efficiency filter shall be permitted for an HVAC unit meeting the 2013 . California Energy Code having 60,000 Bturn or less capacity per tan coil, 4 the energy use of the air delivery system is 0 4 Wlctm or less at design air flow 2 Existing mechanical equipment. � I 1 5,504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries. outdoor air irtakes and Operable Windows and within the building as already prohibo'ed by other laws oil regulations ' or as enforced by cordinances, regulations or policies of any city, county, "y and county, California Community college. campus of the Callforrita State University, or campus of the University of California wh,cheve. r are more stringent tAlthen orcomances regulations or policies are I not in place, post stignage to inform building occuparom of the prohibitions SECTION 6.505 INDOOR MOISTURE CONTROL 5,505.1 INDOOR MOISTURE CONTROL Nildrilgis shall meet of exceed the provisions of California Building Code, CCR, Title 24 Part 2 Sections 1203 (Ventilation) and Charter 14 (Exterior Walls) For additional measures not applicable to low-fise resident -al occupancies see Section 5 407 2 of this code I . SECTION 5.506 INDOOR AIR QUALITY I . 5.506A OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in bu4clings, meet the minimum requirements of Section 121 (Requirements For Ventilation) of the 2010 California Enemy Cede or the ardicabe local code, whichever is more stringent, and Divis.iort 1. Chapter 4 of OCR, Title 8 1 5,506.2 CARBON DIOXIDE (COir) MONITORING. For buildings or additions equipped with demand control ventilation, COz sensors and ventilation controls shag be specified and Installed in accordance with the requirements of the 2013 California Energy Code Section 120(cX4) SECTION 5.507 ENVIRONMENTAL COMFORT 5.507.4 ACOUSTICAL CONTROL Employ building assembiges and components with. Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM F 413, or Ouldoor-Indoor Sound Transmission Class (01 TC) determined in accordance With ASTM E 1332, using either the prescriptive or performance method in Section 5 507 4 1 or 5 507 4 2 Exception: Buildings With few or no occupants or where occupants are not likely to be affected by exterior noise as determined by the enforcement authority. such as factories, stadiums storage, enclosed parking structures and utility buildings Exception: IOSA-SSI For public schools and community colleges, the mquirpments of this section and all subsections apply only to new construction 5.507.4.1 Exterior noise transmission, prescriptive morthood. Wall and noof-ceiltrig assemblies exposed to the noise source making up the building or addition envelope or altered ervelospe shag rivet a composite STC rating . of at learst 50 or a composite OITC rating of no less than 40, With exterior windows of a monimurn STC of 40 or OLTC of 30 in the following; locations . I Within the 65 CNEL noise contour of an airport Exceptions: I Llto,t or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan 2 Loo, or CNEL for other airports and heliports for which a land use plan has not been developed r 'haft be determined by the local gerwral plan no" e4a.ment 2 Within the 65 CNFL or Lan noise contour of a freeway orexpressway, railroad, industrial source or fixedguideway source as determined by the Noise Element of the General Plan 5.507.4.2 Performance Method. For buildings located as defined in Section 5 507 41 or 5 507 4 1.1, wall and . roof-ce,(,ng assemblies exposed to the noise source making up the buk" or additoom envelope or aftered Prve4ope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly eclurvalent no,%@ level (Leq-lHr) of 50 dBA in occupied areas during any hour of operation 53117,11.2.11 Stille Feartures. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building addition or alteration proolect to mitigate sound migration to the interior 5.507.4.2.2 Doe tomentaltion of Compliance. An acoustical analysis documenting complying interior Sound levels shall be prepared by personnel approved by the architect or engineer of record 5.507A.3 Interior scound. Waft and floor-Ce,ing assemblies separating tenant spaces and tenant spaefs, and public places shall have an STC of at least 40. Note: Examples of assemolies and their various STC ratings may be found at the California Office of Nome Control vmwtootbaseorIFIC�F/CaspSt�idieststc-icc-rat,,ngspclf CHAPTER 7 - ----------.--.- 5.410.4.5 Copelration and maintenance (O 9 ?M manual. Provide the building awrier or representative wth oet..i,ied operating and maintenance aristructons and copes of guarantges1warranties; for each system 0 & M instructions Shalt be const-Ft,pnt With OSHA requirement,, in OCR Title 8, Section 5142, and other related regulations 1 5.410.4.5.1 Inspections and reports. Include a copy ofal! Inspection verifications and reports required by the enforcing agerw-y DIVISION 5.5 ENVIRONMENTAL QUALITY SECTION 5.501 GENERAL 5.501.1 SCOPE. The provisions Of this chapter shal(outline monans of reducing the quantity of air contaminants. that are odorous irritating, andfor harmful to the comfort and Well-being olia buoiti Instal", occupants and neo�;hbors SECTION 5.502 DEFINITIONS 5.502.1 DEFINITIONS. The following terms are dinfined in Chapter 2 (and are stictudled fl�e for rPf,,rPnce) COMMUNITY NOISE EQUIVALENT LEVEL JCNEL� A metric similar to the day -night average sound level (Ldn). except that a 5 decibel adli.rstmpnt is added to the equivalent continuous sound exposure level for evening hours (7prn to 10pm) in adidition to the 10 dB nighttime adlustment used in the Ldn COMPOSITE WOOD PRODUCTS. Composite Wood products Include hardwood plywood, particleboard and rriedium density fiberboard "Composite wood products' does not include hardboard, structural plywood, structural paripS structural composite lumber oriented strand board, glued laminated timber limber prefabricated Wood 1-foosts or M fingpi--jointod lumber all as specified in California Code of Regutihons (CCR) Title 17 Section 931,20 I (a) 0 Note: See CCR Tile 17, Section 93120 1. ______ --- -_ TABLE 5.504.4.2 - SEALANT VOC LIMIT _____ � Ler�,s Water and Less Exempt Compounds in Grams Per Liter 5.4`10.4.3.1 HVAC balancing. In addition to testing and adjustaig before a new space-comitioning system serving a building or space Is operated for normal use the system shall be ba4inced in accord.anclo, ,Aeh the __ ____ SEALANTS IMIT ______­__ 4, IF AN ADHESIVE IS USED TO BOND DISSIMILAR SLIBSTRATES TOGETHEP VE WITH THF HIGHEST VOC CONTENT SHALL BE ALLOVA_ THF ADHEF1 -D I I .. _�;' ' -rcoL '.�� ---"-,, - __ __ - - � '_ -_ ';' �ia ,;, gm�w , ��t .. .... th. .;.,,in; 7;�c r 11;';�� is not limited to, the foilowng Ma ufactumes product specification I n 760 111,11'.1 I ML.L_L_IF% %X lo.711- L_%�l,l_.`o" Ill— __ , — , ----.. — . . — .- 702 QUALIFICATIONS __ - ROADWAY ________ 25C __ -au National Standards. the National procedures cl�',rpd by the Test -ng Adiusfing and Balancing Sure 450 ___ OTHER 1 2 Feld verification of on-site product containers REACTIVE ORGANIC COMPOUND ROC� Any compound that has the potential Onre errwttt�d to contrAbute to formalic,n in the troposphere - ARCHITECTURAL ____ _ --­­ NONPORCUS Environmental Salaricino Bureau Procedural Standards Associated Air Balance Council National Standards or as ---------.----------- POROUS _. 2 FOR ADDITIONAL INFORMATtON REGARDING METL4CCS 10 MEA,"E M001r�ED BITUMINrDUS __ 5W I 702.1 INSTALLER TRAINING. HVAC system Installers shall be trained and certified in the proper installation of HVAC systems including ducts and equi pment by a nationally or regionally recognized - 160 — ­­— OTf iFTR _J___ - — --------- I approved by " enforcing agency I 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings w0h THE VOC , CONTIENT SPECIFIED IN THIS TABLE, SFF­_ S,00TH COAST Air, QUALITY kA,ANAGFVrNT DISTRICT RULE 1169, rpquirernents of the Carpet and Rug Institifte Green Label program 5.504AA Carpet Systems. All carpet Installed in the building interior shall meet at least one of the testing and product requirements. � Rug Instlute's Green Label Pius Program I Inspection or other cluties necessary to substantiate compliance With this code Special inspectors shall training or certification program Uncertifted persons may perform H`VAC installations When unclorthe direct supervision and msporsibilrity of a person trained and certified to install HVAC systems or — 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements, of Table 5 504 4 1 Signed by the md,,vodual mrspons,ble for Performing these services demonstrate competence to !he sat -faction of the enforcing agency for the particular type of Inspection or task to be performed In addition to other certifications or qua! docations. acceptg ble to the enforcong WYAq arb C3 govi`DRDB1Sr_-fCURHTM!,JRi 168 POF I Carpet and 2 Compliant with the VOC-ernission limits and testing re,Tigrernents specified in tf,.e CaIrfornia . - � ­` " 11 thod f r tho? Testin and Evaluation of Volatile Organic 0 M contractor lic,prised to Install HVAG systems Examples of acceptable HVAC training and certf4cal,xin programs include but are not limited to the following 5.410.4.5 Copelration and maintenance (O 9 ?M manual. Provide the building awrier or representative wth oet..i,ied operating and maintenance aristructons and copes of guarantges1warranties; for each system 0 & M instructions Shalt be const-Ft,pnt With OSHA requirement,, in OCR Title 8, Section 5142, and other related regulations 1 5.410.4.5.1 Inspections and reports. Include a copy ofal! Inspection verifications and reports required by the enforcing agerw-y DIVISION 5.5 ENVIRONMENTAL QUALITY SECTION 5.501 GENERAL 5.501.1 SCOPE. The provisions Of this chapter shal(outline monans of reducing the quantity of air contaminants. that are odorous irritating, andfor harmful to the comfort and Well-being olia buoiti Instal", occupants and neo�;hbors SECTION 5.502 DEFINITIONS 5.502.1 DEFINITIONS. The following terms are dinfined in Chapter 2 (and are stictudled fl�e for rPf,,rPnce) COMMUNITY NOISE EQUIVALENT LEVEL JCNEL� A metric similar to the day -night average sound level (Ldn). except that a 5 decibel adli.rstmpnt is added to the equivalent continuous sound exposure level for evening hours (7prn to 10pm) in adidition to the 10 dB nighttime adlustment used in the Ldn COMPOSITE WOOD PRODUCTS. Composite Wood products Include hardwood plywood, particleboard and rriedium density fiberboard "Composite wood products' does not include hardboard, structural plywood, structural paripS structural composite lumber oriented strand board, glued laminated timber limber prefabricated Wood 1-foosts or M fingpi--jointod lumber all as specified in California Code of Regutihons (CCR) Title 17 Section 931,20 I (a) 0 Note: See CCR Tile 17, Section 93120 1. ______ --- -_ TABLE 5.504.4.2 - SEALANT VOC LIMIT _____ � Ler�,s Water and Less Exempt Compounds in Grams Per Liter pariment ol Pub to Hea tan ar e 0 . Chemical Emissions from Indoor Sources Using Environmental Chambers, Version I 1, February 2010 __ ____ SEALANTS IMIT ______­__ ___ ARCHITECTURAL __ -----.-- -1 5n ___ MARINE DECK . -----'-- 760 _____ NONMEMRPANF RCADV 30C __ __ - ROADWAY ________ 25C __ — S!NGLE-PLY ROOF ME-V,BP.ANF __ 450 ___ OTHER 4'0 1 — ---,------------- SEALANT PRIMERS ------- REACTIVE ORGANIC COMPOUND ROC� Any compound that has the potential Onre errwttt�d to contrAbute to formalic,n in the troposphere - ARCHITECTURAL ____ _ --­­ NONPORCUS 250 ---------.----------- POROUS _. 775 M001r�ED BITUMINrDUS __ 5W I MARINE DECK - 160 — ­­— OTf iFTR _J___ - — --------- 75C no ;U pariment ol Pub to Hea tan ar e 0 . Chemical Emissions from Indoor Sources Using Environmental Chambers, Version I 1, February 2010 1 State certified appir--irticeship programs CURRENT UMrT 14ARDWOOD PLYWOOD VENEER CORE (also known as CDPHI Standard Method V I I or Specification 01 350) ___ HARDWOOD PLYWOOD COMPOSITE CORE — — 2 Public utility training programs 3 Training programs sponsored by trade, labor or statewide e-nergy consulting or verification . RD — MEASURE THE VOC CONTENT SPECAFIED IN THF!;F TARI-ES, SEE SOUTH 3 NSFIANSI 140 at the Gold level or higher, Oil Organizations 0 X 0 M REACTIVE ORGANIC COMPOUND ROC� Any compound that has the potential Onre errwttt�d to contrAbute to formalic,n in the troposphere 4 Scientific Certifications Systems Sustainable Chore or 5 Compliant with the California Collaborative for High Performance SchooK (CA-CHPS) Criteria COAST AIR QUALITY MANAr3FMEI`1T DIST RICT RULE I 16P 4 Programs sponsored by manufacturing orga nizationts 2; Interpretation for EQ 2 2 dated July 2012 and ltstpcl in the CHPS High Performance Product Database o?onp 5 Other programs acceptable to the enforcing agency 5.504.4.3 Paints and coatings. ArrhTlectural paints and coa�ing� shall comply With VOC limits jr. Table I 0 5.504.4.4.1 Carpet cushion. All carpet cushion installed in the budding interior shag meet the _< 702.2 SPECIAL INSPECTION [HCD1. When required by the enforcing agency, the owner or the responsible entity acting as the owners agent shall employ one or more special Inspectors- to Provide VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings w0h rpquirernents of the Carpet and Rug Institifte Green Label program I Inspection or other cluties necessary to substantiate compliance With this code Special inspectors shall W — 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements, of Table 5 504 4 1 demonstrate competence to !he sat -faction of the enforcing agency for the particular type of Inspection or task to be performed In addition to other certifications or qua! docations. acceptg ble to the enforcong 5.504.4.5 Composite wood products. Hardwood plywood, particleboard and mecturn density fiberboard 0 M agency, the followng certl.f"tjons or education may he considered by the enforcing agency when coatings categories listed in Table 5 504 4 3 shall bp dcte"mm by classrl'iting the coating ai� a Fiat Nonflait composite wood products used on the interior or exterior of the buildings shall meet the requirements for evaluating the qualifications of a special onspectof- c) Note: Where specific regulabons are cited from dri'fl-ent agencies such as SCAOMD. APB etc , th� VOC farmaldphyde as specified in ARB's Air Toxics Control Measure fo(Composite Wood (17 CCR 93120 et seq) the ATCM must meet the specified emission limits. as shown in Table 4 37 of the 200 7 or Nonflat High Gloss coating based on As glo,sl; as defined in Subsections 4 21 4 36 and - I Certification by a national or regional green building program or standard pubtsher r -lo Tho�e materials not exempted under diiihnition included in that slopcific r,,,)ijW)on is the one that prevails for the Specific measure in question 2 Certification by a statewide energy conSulting of verification organization, such as HERS raters Cal,fomia Air Resources Board Suggested Control Mea�ulq awi +he com-sponciniq Fiat, Nonfiat al 550445 = building performance contractors and home energy a,,chtors 5.504A.5.3 Docurrientation, Veffication of compliance with this section shall be prov,oled as requested 3 Successful completion of a third party apprentice training program in the appropriate trade to the agency C—" —a by the enforcing agericy. Documentation shall include at least one of the following 4 Other programs acceptable enforring 1. Product certifications and sr-,i,crificat,ons __ r— Notes: 5.504.4.3A Aerosol Paints and coatings. Aeros,q paints and coat,ricis shall rnp,�! the PWVIR L,-qs for 2 Chain of custody certifications ting the Composite Wood Products regulation Is 3 Product IaW. ml and invowed as mee . ee -ndent entities With no financial interest in the materials or the I Special inspectors shall be indripp _ CCR, Title 17, Section 93120. lat seq ) project they are inspecting for compliance With this code 2 HERS raters are special inspector-, certified by the California Eroergy Corrigirmsion (CEC) to rate � 4 Exterior grade products marked as meeting tho PS- I or PS -2 standards Of lh� F ngr,��d homes in California according to the Home Energy Rating System (HERS) Wood Association, the Australian AS1N7S 2269 or European 636 3S standards 5 Other methods acceptable to the enforcing agency � � - the owner or the responsible entity acting as the owners -_ TABLE 5.504 4.5 — FORMALDEHYDE LIMITSs ;U MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER M!L I ION NOTE FOR ALIDIT M Ad- IN� Cil, MAT ION REGARDING MF THODS TO CURRENT UMrT 14ARDWOOD PLYWOOD VENEER CORE 005-- ___ HARDWOOD PLYWOOD COMPOSITE CORE — — MERV. Filter minimium fif!'clency reporting value, based on ASHRAE 52 2-19,99 . RD — MEASURE THE VOC CONTENT SPECAFIED IN THF!;F TARI-ES, SEE SOUTH MEDIUM DENSITY FIBERSCARD Oil - < 0 X 0 M REACTIVE ORGANIC COMPOUND ROC� Any compound that has the potential Onre errwttt�d to contrAbute to formalic,n in the troposphere COAST AIR QUALITY MANAr3FMEI`1T DIST RICT RULE I 16P 2; C) o?onp 5.504.4.3 Paints and coatings. ArrhTlectural paints and coa�ing� shall comply With VOC limits jr. Table I 0 _< M < VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings w0h the ARB Architectural C,mt,ngs Suggested Cortrol MPalurei as shown in Table 5 504 4 3 unliess mcre W — vapor pressures greater than 0 1 millimeters of mercury at mom temperature These compound,; typically contain - content , e sper stringent local Igm4s aerly The Vo_ limit for coatings "I do not meet the definitnors for th -tagY 0 M hydrogen and may contain oxygen, nitrogen and other e4eirrents See CCR Title 17 Se"nn 9450,1(a) coatings categories listed in Table 5 504 4 3 shall bp dcte"mm by classrl'iting the coating ai� a Fiat Nonflait 4 -ft c) Note: Where specific regulabons are cited from dri'fl-ent agencies such as SCAOMD. APB etc , th� VOC 4 37 of the 200 7 or Nonflat High Gloss coating based on As glo,sl; as defined in Subsections 4 21 4 36 and - r -lo - �E diiihnition included in that slopcific r,,,)ijW)on is the one that prevails for the Specific measure in question Cal,fomia Air Resources Board Suggested Control Mea�ulq awi +he com-sponciniq Fiat, Nonfiat al = "" _.. NonfLat -High Gloss VOC limit in Tabi, 5 504 4 3 shall anglov C—" —a SECTION 5.503 FIREPLACES __ r— 5.503.1 GENERAL. Install only a drect-vent sealed -combustion gas or sealed vo.ocid-burning fireplace, or a sleako,d 5.504.4.3A Aerosol Paints and coatings. Aeros,q paints and coat,ricis shall rnp,�! the PWVIR L,-qs for -_ TABLE 5.504 4.5 — FORMALDEHYDE LIMITSs MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER M!L I ION — PROOLICT — CURRENT UMrT 14ARDWOOD PLYWOOD VENEER CORE 005-- ___ HARDWOOD PLYWOOD COMPOSITE CORE — — 005 . RD — 009 --- MEDIUM DENSITY FIBERSCARD Oil THIN MEDUM DENSITY FIBFPBGAF?a 1 013 I C1 When recutied by , e e orcing age y, agent shall employ one or More special inisPectrirs to provide inspection or other duties necessary to Substantiate compliance with this code Special inspectors shag demorstralo. competencellothe satisfaction of the enforcing agency for the particular type of insiala-chr,,ri or task to be performed In addition, the special inspector shall have a certification from a recognized state, national or International association, as determined by the local agency The area of certification shall be closely related in the primary job function, as determined by the local agency � Note: Special inspectors shall be indIpp,,indent entities With no financial interest in " mottPria"S Of the project they are inspecting to( comPlonce with this COW 703 VERIFICATIONS . 703.1 DOCUMENTATION. Doc umentnhon used to show comphan ce wlth th is code s�hag include but is not limited to, construction documents, plans, specifications bu!kJK or Installer certification, . rts or other methods ijocceotabk- to the enforcing agency Which demonstrate substantial cistrive or pellet stove and refer to residential requirements In the liftornta Energy Codj� Title 24, Part 6, POC in Sect,on 94522,a)(3) and other requirements, Including pmji-bitoors on use of certain toxic campoun'll I VAL UFS IN THIS TABLE ARE DERIVED FROM THOSE SKCfF!ED BY THE CAL FnRN!A AIR RESOURCES BOARD InsreC onn repo [> a S_ubchapter 7, S�-tio.n 150 Yvloodsicives pellet stoves and fireplaofis Shalt Corroy With apr.hcablp local arid c/one devieh,gi suj�stancps In. &_-ctons 94522(c)(2) arid (d)(2) of Ca!ffornia Code cifp-ej�ohons, Title AIR TOXIC S CONTROL MFASUR r FOR COMPOSITE WOOID AS TESTED IN ACCORDANCE WITH ASTM E 1333 FOR conformance When specific documpritation or special inspection is necessary to verify compliance that tied applK.able checklist . Z I ordinances 17 comr-opoc Ing with Section 94 , � , ?0 and in areas UncIPT the jUT,sdctLo-n of the Bay Area Air Quality ADDITIONAL INFORMATION, SEE C -N IFORNIACCOE OF REGULATIONS TITLE 17. SECTIONS 93120 THPOUGH method of compliance will be specified in the appropriate section or ident. 0 5.503.1.1 Woodstoves. Woodstoves and pellet Stoves shall comply with U S EPA Phase 11 ern ts-sion limits M,1na,;Io,_­t Doltrict Additionally comply with th, per�ert VOC by wetot of producl limit', Of ReqUiat,ril 8 - � , 931-0 12 M where applicable Rule A4 I 1 2 THIN MEDIUM DRJSITY FIPFRPiCARD HASA MAYJMUM THoCKNFSSOFSM6fN('HESf8 M"I I I I - k t 61 k