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HomeMy WebLinkAboutB16-2701 036-280-062ALL VA'�RK Ctl, THIS P""I.OJECT S!!,A-LL CONFORIVI Tn. 'I'HE ADOP47CD EDITION'S THE 201�25 CSC, 2013 CRC� 2013 CM"' 3 C P C , Tr I E 2 0 1 C A U E L I- C T. ef t ,DE 2013 CALIF'. ST?A11,N`1�`r'NDS AND 2013 CA. GREEN CODE DESICNI'EF� SHALL APPROVIE A USIT-401TS TO ANY 'PART C;F THESE PLANS, 3, W!"YrIFEN' ARE TO BE USED. DO NOT SCALE THES7 DRAWVNIGS 4. SPECIFIC ON TH7 DFtAWINGS DIFFERING FROM TH[,_,,SE NOTES SHALL A51PLY. 'I'HE COM,11,'�ACTnR', SHA�L VER`�'y SITE CONIDIMONS, AND THERE COR2ELA ON W TI ITH "�WIHGS AND SHALL THE DEO PIOTIFY COUNTY OR DESIGNISR OF ANY INi""ONSISTE-MCIES ,2 Or' DISCRFPA`,`C!E.�1 P " 7" 11 0 R TO THE 8,`:'GINN?`NG OF CONs_TRuc*noN. IN THE EVEN7 CER -PMN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON IHE DRAWINC'S 014 THE DRA'NIN"S OR CALLED FOR IN SPECIFICKI'IONS THEN THEIR CO"'STRUCTIO','--'I SHALL 67 THE V,,ME Cli'4,1VsZTER AS FOR SIMILAR CONDITIONS -11"AT ARE SHOWiN OR CALLED FOP, AND SI'VU, BE APPROVED BY THE DESIC1,111-TR. 7, THE R'EPRFSE�'­T 74-7 FINISHED STRUCTURE UNLESS OTHEPWASE INDICATED TI�V7A,` DO NOT IVOT�A P THE METHOD OF CONSTRUCTION, T14E CONTRACTOp S A , P ,, ALL H, n H lj� POVIDE rJ-, L I R' NECESSARY 1`0 PROTECT THE STRUCTURE kA!ORKIV`!:N AND OTHER FE"130INS DURING CON'.7TMUCT'OH, SUCH �IEASURES SHALL INCLUDE, BUT I"40T BE UNITED TO: Ep"ArRIG, SHORW'C' F'4:h'R� CONS LICTI, 14 EQUIPME-I"!T, SHOFUING FOR THE BUILDING, FCf7'3%,JS, AND SCAFIOLDING. 8, ALL SITE WO.RK kN.D GRADING SHALL, BE DONE IN COM',�,ILIANCE WITH '11HE DFV�:NINGS, W14 -FRE EILEVATX.�,�S, LOCATION!S OF 'STEPS III FOUNDAM0141, AND HEIGIIA"!'i C SHOWN ON D` FOU'NDA,TION� VAY111L, SH�%'L C ED PO , ;�. US VERIFIE TO SUIT AMAL PROP SED AND CONDITIONS. 01',�T�E A1-0 FINISH PLOOR ELEVAT11ONS TO BE PER SITE PLAN. O� LOTS SHALL SE GRADED *rF3 DRAIN SURFAICE WATER AN7AY FROM FOUNI,)ATION VLAU-S, CHE GIV.,DE SHALL FALL A VIIN. OF Sm WITHIN TIJ,'-' FIRST 10' R401.3 EXCE N: i R PTIO V4 E E LOT UNES, tWALI.3, SLOPES OF" OTHER PHY-JCAL BXRRIERS PROHIBIT 6- OF FALL IN 10'. DRAINS 0, SkNALIES S11ALL BE CONS7T?UCTED TO ENSURE DRAINAGE AWAY FROM THE STPUCTURE, IMPERZVIOUS SURFA.CES WITHIN 10' OF THE BUILDING FOUNrXJ1ION SHALL BE SLOPED A MIN. OF 2 PERCENT A'044*1` FROM BUILDING. 11. DV,1Z1,4S'i'0NS NOTED CLE -A -A OR CLR ARE MINIMULI� REQUIRED Dli"JENSIONiS AND ?AUIST BE A[C.URATEELY 1:2, NLL DIMSNI,�'.IONS ARE TO, BE FACE OF STUD, FACE Or CONCRETE, OR FACE OF MIASONRY, UNLESS NOTEl'), 13. COI`,!n5J­,'=T1ON SPV11. 1141 NO CASE DEVIATE FROM THE DESIGN SHOW!l EXPRESS OF THE-- DES;Ck�PEfl AND OFI, LOCAL BUILDt,,',IG CFFICIAL, NOTCHING / BORING IN WOOD MEMBERS BORED POLES IN BEAIRI� V911_ STUDS SHALL NOT EXC7,1ED 405w, OF THE M-10 Y'VIDTH HOL-r", IN NON PSARINIG V,,!ALL STUDS SHALL HOT EX 6EED 60% OF TLIE STUD WIDTH. IN VIC CASE SHALL THE EDGE OF A BORED HOLE RE NEARER THAN 5/8'" TO THE ED,^E Or A STUD HO!,f_'S SHikLL NOT C!- LOCATED IN A:,4Y, STUD AT A SECTION AT A SECTIO�14' WiTH� A 'CUT 071' A NOTCH 2, I`,,'0TCHF_%S ON TIAE EN!"I's OF JOISTS SHALL, NOT D",CEM O�NE FOURTH OF THE Joli�r 0_7-",H�IOLC GRILLED IN JO! M� SHALL NOT BE WITHIN 2" 07 THE TOP OR T0,117 PO CM O� TH OF - TT I r 7 JOIST. AND THE DIffiMETER ANY HOLE SHALL, NOT' EXCEEED 1/3 THE' DEPTH 10F, I E KUIST NOTC'PES 114 TIHE TOP OR BOTTOM OF THE JOIST �iRL NOT EXCEED 1/6 PH)l5o DEPPIH AND NOT BE LOCATED P-1 THE M!DDLE THIRD OF 71" JOIST SPAN NGTCHIN�G IN EXTFRIOR li",!ALLS A! -ID BEARV1,11.3 PARTITIONS SHALL NOT EXCEED 25% OF THE ii-iD W0TH, Ci'MrIJIG (18111 NOTCHIN(,�, OF S)DS IN HO!"41 BEARING PARTrflONS SHALL NOT THI_"�' STUD 111��!OTIIII, L PROVISIrIM!LS A: IOE!T`I`1r�CXV0I'i REOUIREME!­!TS3 EACH PANEL SHALL BE KIENTIFIED WITH THE AT3PROPRIATE TRADIEDAARIK OF THIE' AM27RICAN PLYWOOD ASSOC., AND SHALL MEET THE REQUIRE�,,4rNTS OF THE LAI', EDITION OF T�< U,S. PRODUCT STIANDARIO F's -1 OR ONE OF APA,,'S PER70R�4AN'E S17,,NE)ARDS, 8-� 1"ANEL QVMDE AIND GROUP NUMBER OR spms, s�Aw�_L BE AT mss,7 EQUAL TO "111,1 SHOWN ON R��'E D,'1AW0N^j. APPLICATIONS SHALL BE IN ACCOP,[)A114CE v,�riii AD THE 4MERICAN PLYWoOD ASSOC. C., NA,LS A7 F.1, YyV(x)D P41ELS SHAU HAVE 3/8" EDGE D1,73,A!"'CiE AN�AD NAIL HEADS SHA,tl HOT PENETRATE T14E rACE OF THE PLYWOOD D, PLrOOOD PA1,1FI-S Sf+�, BUTT AT CENTERLINE 01F SINGLE SUPPORTING MEMBER WITH EDGE FROM FACH PANEL INTO THAT k4aAr"ER. E- 11,!0 FIECE OF PLP,�100'), FLOOR, OR k,'YALL SHEKI'W',NO3 -'!��IALL BE LESS THA,,N 3/8" THICKNES,. S 2, ROOF r-HEETING A, PANEL RO%'.)F SIHEETING SHALL, HAVE 1/2- COX OR 5/B- CDX ARA SHEETING ExP (1) SEE INSTALL WITH THE LONG DIMENSION OF THE PANEL ACROSS THE W ERE NOTED AND WITH PANEL COIAINUOUS' OVER TVIO OR IMORE UPPOfZTS EXCE g �H R SPANS klol�111 1/8" SPAIIIA�,IG ibT PANEL ENDS AND 114" SPACING AN PANEL EDGE'S r�, L 1,,`,,,ITX 8d RAILS ,, 6"'/12m O.C, RAI 3� SOS FLOOR�'N'G` A, RAVNEL CUP FLOaP'NNG SHAIJ. BE 3/4' CDX, ARA RATED STURD-I FLO��:% E'4P 'S OrHIERWISE NOTED ON THE Pul"N's, INSM-1. 1_1i1R'H LONG OF F, UNLES 'i PA1141"I ACROSS SUPPORTS, EXCEPT WNERE NOTED A,'�!D WITH PAP,!71.. CONTINUOUS OVER P�VO OR' M -0 -RE SPANS ALLOkY 1/s' SPACING AT PANEL 04'03 AN,!D 1/8 - AT Pek""TrL EUGE�,S GLIJE AND NAIL ATOP FLOOR JOISTS VATH 1011, RING SHANK 6,10 Ok� GLUE S!IA�L MEET APIA SP_V'CIqCA,1%14. 4. PAN[L Sinv%,LL r3Z 3/61" APA RATED SHEM�N�G EXP (1) OR si,/�T' T-111 ER PLYWOOD S!'1111-1114^ (SEE PLANS) r,�VJL PE PLANS I ELECTRICAL 1. CONSUL'T LOCAL U111LITY COHPANY BEFORE INSTALLING MAIN ELEC M11CA1. PANEL VERIFY AND LOCATION OF RAMEL PRIOR TO STARTING CONSTRUCTION. 2, S-!MOKE DZTECTOr,"'t SHALL BE 110 V AND INTER CONNECTED, IXIICATE AT LEAST Ow', SMOKE DETEC*r0R AT EA,',';H FLOOR. PROVIDE A DETECTOR IN EACH SLEEPIN`01 ROOM PAU-WAY TOP OF STAIRS AND A7 J AREAS AWACENT TO Pw�= THAT WYE A CERANG, ING17E43E OF 24� OR MORE. S100KE il�ARhl MUST BE AUDIBLE IN ALL SLEEPING R=!S, "ROVIDE BACK UP 'FIOR, CFf� S07.2.10A.2 CONCRETE NOTES 1. ALL CONCRETE SHALL STE' 5 SACK TR,%NSIT MIX WITH A MIN!,NAIUMI C'�"OIIPRESSINIE STMENGTH A117 218 Dp"Sll OF 3001� PS: AND A MAXIMUNII SLUMP OF 4" 2. CONSTRL,14701 JOIN7S SHALL BE PRCI�IARED TO EXPOSE CIE/,,,N- SOUDLY EMSE'��DED AGGREGAT-E' EN'111E JOINT INTERFACE. P 'J"t"71 """T r" P_Mi�­`,' CONPUR'S OF,` OTHER EMBEDDED n7k4S IN THE CO!�`0117�Zil SHALL, , _r3t7l �Jr W, S R ITE VI Allli� THE E Di'4 NGS;� 4, 00,"i'TRACTION JOINTiS 1,N SLAPS '-'HALL BE SO PLACED THE XR1kIIh4I DIM 14 N `4 D AR ktkll EI SJOI, REA OF ANY SSF*�;TlOtnl DO NOT EXCEED 30 FEET AND 600 SQUAR-7 FEET 4, STr,,UCTURAd_ STEEL SHAPES `R,137�S: AND Plr�ES EMBEDDED IN CONCRETE SHAL.11- WAVE A NIMNIAALIM OF 3"' CONCRETE, COVE�R ATTIC VENTILATION NE"' FREE V-C��IIUO,`ING AREA SHAU_ BE 1 300 OF THE AREA OF THE VENTILATE�;,) V SPA,CE PR�`OVIDED AT LFAST 501". OF THE REOUZ. VW1 AREA IS PROVIDED M� RICOF ',!Ei'GS LOCATMI) A�,' LE,,%ST 3' AeONIF TIJE EAVE VEtfl".S WITH 7",Z BALAUNICE OF,-, THE REOWZED I PROVI,:)ED F,`%` THE !:A�VE VENTS -3. k17H THIS C.A4-CULATIOIN' !N!�`LUDE THE REQUICIED VAPOR RUPWE�' t � LA", Xl,�,,,'A" A RA7E OF f""T-EXCEEDING I -PERM IN' AC;CIDRDA��,,!CE 11T-tN AS111 E 20_10� �A7 ,,,�!,r,AZING NOTES 1� WHORE V,'NNDC,,,,'V,`S PR(AIDED AS A MEANS OF EGRESS, OR R7EM, Cur T�`," SHALL WOVE- THc 807C,�". 0,F THE CLEAFR Of"EMING NOT GREATER THAN 4-41,- MEASURED FIROM THE" FLOOR 2013 CRC R310 w A MINIftUU,1',1 PET CLEAR OPF"NE"12 OF 53 SQUAR7 FEET TI -E M!NRILI-M, NET CLEi�,v1.';, (.�P'E'NRIIG IPEIGHT (1�14ENSIONS SHALL BE 24% THE 'i NN� NE C1 FAR OPE' ",:,C V! DTH 1)111�1.11133ONS %iALL BE 20" 2� S�1kr1__1,'_.n11 CLA7!?11?1G SIAALL, BF PrIO`4DED IN AREAS SUBJECT 70 HUMA�,,' V,�PACT. SUCH LOCATK)NS% ARE, GLASS SUDf�'IG CXOOR`1' AND FRENCH DOORS GLA7140 LOCATED WWNE"I't 24* OF DOORS (2,4,� AR -C) LOCAl- 0;* FI�NIM!,Z'D FLOOr! OR VIAIIJKRIG SURFACE 1V,,1ITI1'N 36" op. SUCH SURFACE WARDDRODE DOORS SHO�vt,Z.R AND SATF111JR3 DOOR AND ENCLOSURES WINDO"1113 WITi'll'N BATH ANI) SHOWER ARE�S NAILING SCHEDULE fT f- "!� C" 67110111111YVITIMMA hnl Or e"1771 -IT -And 61-714-113 ftTd 01�=o rl!�kr� ltdd, vxd tt�, focr,"Ing tH 0-1 MUM, 0XIIII r1% amm"a b�pd n re, 6' 0"., md-or. et e"I swnn 1"T" 0�= k, 7 rm. er 9-edur"r. V10; W"', rrrf,�-) exri"'I to rDA.'A WIICA� ;!f evq,, be �7,zA_ on, T&,,,, 11V re -M rA Id Mmon.M �2 Irg,-44.% n*AA,1! bo wfl e��,, b W 2",, ir, t :E7 r, 14'end tr"1-4 C? P'l hn re-l"I's IT dirwhned prtll W_ eNcdV�L,�, IV e5z"Y' ,d r"If ",0­ grAk 1.1 Vix Vr7 "47 ft rhd refl, 11, trw lwon ,,�r end IV 6&,-A V 4,4 f"'T n"a 474, 6"� a rr�, It dd ank"I'm tl IrMm! mo � I kv mo er.,,�, (m M. r6ffba7d ";F, t,,;' mnn C, :v`� r 16i4ai'i (n t e �,n r o -1 rp v Pxkt aw ii� d Dz rLlav 114", R,,�Sa to til It%. ec h r!,fiore ewwtL, rr-1,*WA 1. REINFORCING STEEL TO CONFORM TO ASTM A(515 AND RE ENITERMEDIATE GRADE DEFORMED BARS- TYPE N GRADE--��v�u 2. WELPE'D STEEL WIRE MESH S,­IALL BE 6`x6* WI 4xW 1. A D H, ONFOR', THE REQUIREMENTS OF ASM A185 4 WWM N S ALL C z4 TO 1 UNLESS NOTED REIIN17OROEMENT BARS TO BE LAPPED MINIkIIJIM 40 EV,,R DIAMETF7RIS 4. DENDS REINFORCEtV,,ZNT SHALL BE IN ACCORRA44CE WrDi ACI 31rA­!;,We14�—F'?0tk 5. ALI � DIMENSIONS SHOW11-1I FOR L=1FIONS OF REINFORCING STEEL ArZ 11D FACE OF RIAR AND DENOTE CLE',"iR COVERAGE. UNLESS SPECIFICALLY 140TED O`TH1.___rR1rnSE CONCRIF-7, SHAUL BE 3w k7HERE CONCRETE, IS PLACED DIRZC71y AGAJNST EARTH AND 2" V`IHE-E CONCRETE IS EXPOSED TO EARTH BUT IS AGAINST FORMS SLABS ON G�IAD,7 SHALL W" AT MID DEPTH U�O.N. ME RZINFORVING 6. SPLICES IN CONTINUOUS R-INFORC!NIG SHALL RAVE A LAP OF 40 BAR VIAMTrERS MIN,RAU%I IN CONCRETE CONSTRUCTION EXCEPT WHE-ME SHOV,74 OTHERWISE� HORIZONTil. LAPS IN ADJACENT BARS SHALL 13E STAkGGERED 5-'0'* MINRAUM. VERTICAL. Ftq',,,S SI-IALL BE ONE PIECE 'STALGERED [mg,reg 1. IN ADDITION TO FRAMING OPERATIONS NORMAL TO THE FAJORICA710" AINID ERECTION INDICATED ON THE DRN,7INGS INSTALL WOOD ELOCKITIG AND WCKING­R-EcUIRED FOR THE WORK OF OTHER TRADES 2. INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH HA�,,RDWARZE SUCH AS TOWEL BAFRS MEDICINE CAB!NETS LI%ITS ETC. INSTALL FIRE ST PPING TO CUT OFF ALL CONMLED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTA1.) AND TO FORM AY EFFrCTIVE BARRIER BETWEEN STORIES AtID BETWEEN TOP STORY AND ROG,F SPACE. 11' SRAU BE USED ,IN SPECIFIC LOCAMONS AS FOLLO%7S. INI INTZRIOR OR EXTERIOR STUD INALI-S AT Ct 113tIG A.NO FLOOR LEVELS IN ALL Si'UD WALLS AND PARTITIONS, IN-WDING FURRED SPACES SO PLACED THAT THE MPDXI'MUM DISTANCE O�r­ ANIJ CONCFALED SPk;E IS NOT CAUR 10'-0' AROUND TOP AND BOTTOM S0ES A0 ENDS OF SUDING DOOR POCKETS IN SPAC7S BEIVIEEN CHRNINEYS AND WOOD FRAMING, LOO MCI C 4 U SE �� 0, a SUPPORTS OR A �AIETAL COLLAR WHTLY FITIRED TO THE CHRANEY AND tt�,ILED To THE WOOD FRAMING SHALL BE, USED ANY OTHER LOCATIONS NOT SPECIFICALLY MENTIONIED ASO'vS SUCH AS HOUIE.'s FOP, PIPES SHAT -010 BEHIND FURRI.,"10 STRIPS AND SIMILAR PLACES WWCI,il COULD AFFORD A PASSAGE FOIR FLAMES 3. 'SrFU=RAL FP�IIING SHALL BE OF THE GRADES AND SP'FCIF N iCA: ELI ,.S I D' f OR BETTER 01,'WPA GRADrMIG RULES) SEE PLANS FOR MORE SPECIFIC INFORMAIIION� A 2x JOW AMD R1,FTEPS DF NO 2 8 POSTS IN WALL FRARING MATCH WALL FFr!AM1I`,,iG C 4X HV0MRS DF No 2 D 6X HU-­J)ERS OF NO I E STUDS AINP SILL PLATES SEE PLANIS F BLOCKING AND FURRING HF STD AND STR G' SILI-S ON CONCRETE PTOF Hi MISC. FRAMING NOT NOTED OF NO 2 4. WOOD SILIS FOR BEARING AND SHEATHED WALLS BEARING ON MA-SONRY OR CONCRETE, SHALL CZ BOLTED VATH 5/8- DIA ANCHOR COLT WITH 7. EMBED. BOLTS AT 6,-0- O -C. MAXIMUM SP1,,CIN4 AND WrrHIt4 12`4 01- EACH END OF EACH RE"C7. EACH S!LL SHALL RECEIVE AT LEAST WWO BOLTS THIS INFORMATION WILL GONIERN UNLESS N-3'�RIE STRIV1311,7NT CRITERIA IS INDICATED ON! PLANI�j, 5. BOLT' HOLES IN WOOD OR STEEL S"'Itka, BE 1/16* URGER THAN BOLTS 0. ALL NUTS SHALL BE TIGII-ITENED 'WHEN PLACED AND REETICHTEENFo rrIOR TO AP­PI.rUATION /OFL NISH OR AT COMPL01014 OF JOB, 3y 290 S F DS A 40 NUTS 7 3Yn�2 WAStERS SHALL BE Pr IDED U"DER THE HIFA, 0 ALL TS - Ar BM ZING ON WOOD 8. FRAMING HARDWARE SHALL BE SR,4PSON �7,`RONG THE OR API"RaVED EQUAL WITH cc:,:N:cToRs AS SPECIFIED vI CATALOG NO.C-2013-14 INSTALL CONNZCTOr,�S) Wffil tq, ILS AND OR BOLTS AS INDICATED IN THE CATALOG 9. WALL TOP PLATES &HALL HAVE JOINTS AT A STUD CENTMIURIV7. END JOINTS IN DOUBLE TOP PLATES SHALL BE OFFSET NO LESS THAN 018"'. N"�U FOR STRUCTURAL CONNECTIO�NS SHALL U GALVANIZED SINKERS U.014. 11. NAUL HOLES SHALL HAVE A PILO1' HOLE tPHERE NECES&V&�Y TO PRaIENT 'SPLITTIN?1, OF WOOD 12. CRIPPLE WALLS WHICH I`AVE STUD LENGTHS OF LESS THAN 140 SHALL Or WITH SOLID BLOCKING OR Ei�ACED WITH 3/8', PLY�i"!OOD NAILED To THE i�p PLA -TE STUDS AND SILL 13. ALL OPENING!� IN EXTERIOR WALLS AND V1111RIOR BEARING PARTITIONS EXCEEDING 8'-0" SHALL HAVE DOUBLE rR3,1MERS, 14,. INTERIOR NO14! BEARING WAU-S Ot,! SVEIS SHALL BE ATTACHED WITH APPF',"OVED POVVIDER DRI',rEN FASTLINIERS THRO'_IGH PHE S!LL PLATE 01� 32" O�C. 15. MINDAUIJ CLEARANCE BMVEEN POTTOM 'OF FLOOR JOISTS AND 17ARTH SHALL BE If,"' MIN. CLrA;1,MNCES SETV�T-Fllq B�YITGIA, OF GIRDERS ANID Fj�,IRTH rS 1hflN OF 12" 16. ALL FOU'l,'IATION PLATESS SILLS. AND SLEEPERS ON C01"ICRETE OR hIASONRY WHICH A CONTX�C* WITH EAR -DI AND ,;ILLS THAT REST DIRECTLY ON KVIND !"I'A11,12"ONRY FOUNDATIONS SHALI. BE TREATED WOOD 017 FOUNDATION GRADE REDIWOOD MARKED OR 1311ANDED BY THE PROPER ACENCY. NOTE THAT THE USE OF FG RIE,VOOD MAY BE ['�RH!931TEO IN CERTAIN ENGINEERED COINSTRUCTION. 17. FOR RAISED WOOD FLOORS PROVIDZ. AT LEAST O�`,.'E FOUNDATION ArCESS AT LEAST 20, OF PW,� DING CLEANOUT. ACCESS OPENING SHALL NOT LE Lf'�SS THAN 211,"08' IN SIYE� USE� I f',OO FT. ,?!-`RAGr 704 SO. FT. c-, 1COV. r"CRCHES: 504 _Q� n4 1. APPLIANCES LCCArX­ WMIIN CONFINED SPACES: rrIE CONFINED SPAC,',' SI -0J. BE PROV:,DER, VATI-1 OPENIN0,S Wi�TH A FREE AREA OF AT LEAST 1 SQUARE INV -11 PER �60,f 1000 RRJ/!-i OFF THE TOTAL INPUT RATING OF ALL THE APPLIANCES YTIHIN T -11E ENCLOSURES, FREELY' CONMUNICAMNO WITH ARE 1C W EAS WH! H HA�l ADEQUATE VIIRLTRATION' Ffif��,if THE OUTS, IDE PROXIMATELY ONE HALF OF 11 -IC REQUIRE( a 0 =,110USTION AV! Or"01ING SHALI_ BE LOCATED W;TH!N THE UPPER 12" OFF THE E14CLOC3URRES. THE M!NflPIUM FREE AREA, OF BOTH THE UPPER AkND LCINER COMBUST16N AIR OPENI,`,,'Gr3 SHALL B"E N9( LES,3 THAN 100 SOVARE 1111CFIES EA1,C11-11 R-%_311 OCCUPANICT U_UCCUPANIMI 7� V --'b Co"NSTRI CTION I U __ CONSTRUCT NEW 1 STOTI�Y WOOD I"RAMED RES100ICT',11600 Sq� FT.) VATH CO�ERED CONC, PORCHIC-33(55,04 SO, Fr.) 70-1 SQ. FT, A71ACHED WAGE ALL V,"C.RN, ON THIS PROJECT SHALL CONFORM To THE AD FlED EV"TIONS OF THE 2013 CBC, 2013 ORO 2013 CM --C 201", CPC , THE 2013 CALIF. ELECT. CODE 2013 Ck,1F. ENERGY STANDARDS & 2013 GREEN! BUILDING STANIDARns CODE OCCUPANCY IS RESiDENITI&L TYPE OF CONSI-MMU011011 11,�' VVOOD FRAME NOTE: THIS BUILDIN('03 WILL KAVE PERMIT FOR FIRE SPRINKLERS WILL NEED TO InE, APPLIED FOR t..kID ISSUED PRIOR TO ROUGH PRAMIN'�� INSPEC190N ZMLGRE -COVEFINC OF DUCT OPENINGS, AND PROTECTION OF MECHANICAL EQUIPMENT CONSTRUCTIO�41. AT THE TIME OF ROUGH INSTAIJIMON, DURING STORArE ON TH7 CONSTRUCTION SITE, ANO UNTIL FIN�AL STARTUP OF THE HEATIINN-,,, COOLItIG, AND VENMI LATING EQUIPMENT, t1L DUCT AND OTHER RELATED AIR DIS`rRIRUTION COMPONONT OPENINSS SRAL BE COVERED %VM -4 TAPE, PLASTIC, SHEC-TM-7,O& OR OTHERI FIETHO',,)S ACCEPTAdSLE TO THE E11FORCIIG AGENCY TO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS, WHICH MAY ENTER THE -5Y!E`,T0A(CG0-SC 4.504.1) -7`41311 MATERIAL POLLUTANT CONITIROL. FINISH MATERIALS SHALL COMPLY THIS SFCT10N(CG8SG 4�504.2) -ADHESIVES, SEALk"I'S AN'D CAULXS USIT-D ON THE PRo&.:cT SHALL M777 T`HE RFOUIREMENTS OF 114P FOLLOWING STANDARDS UNILESS MORE ',F'�TRINGENT LOCAL OR REG�IONAL AIR POLLUTION OR AIR QUALITY MANAGEEM-241T DISTR16f RULES APPLY - I. ADHES,�VES, ffiHESIVE BONDING PRIMERS. ADHESIVE PR'�,,!ERS, SCALANTS, SEALAN7, PRIMERS, AND CAULKS SKA01 COMPLY WITIH LOCA% Or R7GIONAL AIR POUU)TION CONTROL OR AIR QUALITY MARAGEMENT DISTRICT RULES WHERE A74`,�LXIWE OR SCAO!"AD RULE 1168 VOC LIMITS, AS Svoy,�?N IN TABLE 4.504.1 OR 4.504.2 AS APPICARLE. SUCH PRODUCTS ALSO SW,,!L COMPLY WIT[I RULE 116E! PROHIBITION ON THE USE OF CERTAIN TOXIC COMIPOW,,JOS (CHLOROFORM, ETHYLENE DICHLORIDEt METHY11JENE CHLORIDE, PERCHLOROETHYLENE- AND TRICHLOROE-1HYLENE), E`7'CEPT FOR AEROSOL PRODUCT,-,, AS SPECIFIED IN SUBSECTIO14 2 BELOIIV� 2. t7ROSOL ADI­?ZSiVCS, AND iAk& UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKIINIG COMPOUND'S (1� UNITS OF PRO C', ,OU LESS PACKAr0,!'4'G, WHICH DO NOT WEIGH MORE W 1 POUND AND DO NOT CONSIST OF MORE TRNNI 16 FLUID OUNCES) SHMil 00IMPILY WITH STATEWIDE VOC STANDAM"S AND OTHER REQUIREMENTS, INCLUDING PROH1118MONS ON USE OF CE171A.1114 TOXIC 17 s COMPOUr',n1S, OF CALIF. CODZ: OF REGULATIONS, TITLE 17, COMENCPr� WITH SECT�ON 94 07. -AR'CHRECTURAL PAINTS AND COATINGS SK-4LL CONA"LY W.ITH VOC UMRS IN TABLE 1 07 THE ARI) ARCH74ECTURAL SUGGESTED CONTROL MFI,r,�URE, AS SHOWN IN 141,SLE 4�5V,,.3 UNLESS 11ORE STRINGENT LOCAL UlilITS APPLY. rHE VOC CO!'ITEENT UMIT FOR C0kTINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPEC U�Ty &�jNGS CiNTEGOIMC!� USTED 11,11 TARILE 4.504.3 SHALL SE DETERMINED BUY CLASSSFYING THE COATRIGS AS FLAT, NO�NIR-.AT, OR NONFLAT-HIGH GLOSS CO3ATING BASED 011 ITS GLOSS AS DEF1,114ED I'l SURSECTIION-�� 4.21, 4.36, AND Akz,7 Oir THE 2007 CALIF. XIR RESOURCES BOARD, SUGGESTED CONTROL MlEASURE. AND T11c. COR"RESPONDING FLAI", NONFU,,T, OR 1,40NFLAT-RGH GLOSS `,,�OC UMIT IN TtBLE 4.504.3 SHALL APPLY, -AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT--VV1f*IGi-7ED MIR UM11"S rOR ROC IN SECTION ljr-41622(o)(3) AND OTHER REOUIREVE",41S, INCLUDVIIS PROHIOMONS ON USE OF CEATAIN TOXIC COMPOUNDS AND OZONI-1-1 DEPLETIMR) SUBTANCES% IN SECTIONS 9'522(c)(2) AND (d)(2) OF CALIF. CODE OF REGULATIONS, TITLE 17, COMMENC�Nc WITH SECTION 94520; AND IN AREAS UNDER THE JURISDICTION OF THE 9AYAREAAIR QUALITY !,!A!IAf,3EMENT DIST11,CT ADDITIONALLY COMPLY r,1rul THE PERCENT VOC Mi" VEIGHT OF PRODUCI UMITS OF REG� '8, RULE 4-1. -,%-!E__R!FICA'nON OF COMPLIANCE WITH THIS Sr=ON SHALL BE PROV11DED AT THE REQUEST 07 THE ENFORCING AGENCY. 00"IM",40,17ATION MAY INCLUDE, SlJT IS NOT UM!'TED TO, THE FOLLOWING: 1. ?,t4,,NUI7ACTURERE'S PRODUCT S-PECIFICATIOI1,1, *-,. FIELD vERmcl,,noN O"F"'ON SITE PFtT)DU,6i CONRAI!MERS. -ALL CRPET INSTALLED IN THE BUILDING VITEROR SHALL MEET THE TESTING AND PRODUCT REQUREMEN17S OF ONE OF THE FOLLOWING: I- CAI'�-PET AND RU" IVS`1TFUTE'S GREEN [�,PEL PLUS PROGRAM, 2. CALIF. DEPT. OF PUSUC, HEALTH, -STANDARD METHOD FOR THE TE"I NG &. EVALLIAMON ' 61,1,41CAL EP.,!ISSII-1_,*S FROM INDOOR SOURCES USING ENVIRONI'MENTAL CWMSERs- VERSION 1.1 FEBRUARY 2010(ALSO OF VOLATILE ORGANIC KNOYNN AS SPE-C1116iTION 01350). 3. MSF/AMSI 140 AT THE GOLD M, T -L 4. SCIENTIFIC CERTIFICATIONS SYS MUIS INDOOR ADVANITA�Sc GOLD. -ALL CASUPET CUSIIIO�N IN`3TALLED IN THE BUILDING INTEROR SHALL MEEr THE REQUIREMENTS OF CARPET & RUG INSTITUTE'S GF%EE1N4'_I_AP71, PROGRAMI, ALL CARPET A IfSWIL SHALL MEET TIIE REQUIREMENTS OF TABLE 4.504A -VAHERE RM'SLIEP47 FLOOR!NG IS P,�'STALLED, AT LEAST 80% OF FLOOR AREA RECENPING RESILIENT FLOORIN!G SH,,!'LL COMPLY%1ITH ONIZ OR MORE OF THE FOLLOVY1,14G., I. VOC LIMITSS 0771NIED IN THE COLLAr,30RATIVE FOR HIGH PERFORMANCE SCHOOLS(CHP�S) HIGH PRODUCTS DATABASE, 2. PRODUCTS COMPIANT WITH CHP0 CRITERIA CERTIFIED UNDERZ THE GREENIGAIWIRD CHILDRE-114 A.140 SCHOOLS PROGRA!,1. 3, CE'i,IMFICAWN UND711 T1'rE RESIUANT FLOOR COVERING I1NSTITUTF(RFCI) FLOOR SCOPE PROGRAM, 4'. MEET THE CALIF� DEPT, OF PUBLIC 11,,ZALTH, 'STANDA',`RD IV'7THOD FOP THE TESTING AND EVA[t!A`nON OE' VOLATILE ORGANIC Ellli'",SSION'S FROM ENDOOiFR SOURCETS CHA4'V9rR,Sw', VERSIMI 1.1, FEBRUARY 2010(ALSO KI`11OWN AS SPECIrFICATION 10350). -HARDt,VOOD PLYWOOD, PARTICLCBO��,TD AND MEDIUM DENSITY F180M0,NRID CO;,�!ROSITC WOOD P20DUCTS USED 014 THE," INTERIOR OR EXfEIRI!OR OF THE B'<_RL.DING SHALL til'-EET THE REQU'"7r_'MENTS FOR FORMt EHYDE AS SPECIFIED IN A�'RB'S AIR TOXICS COITrROL MEASURE F'OgR' COMPOTri`E lov000, (17 CCR 93120, ET SEQ BY OR BEFORE THE D,%T`ES SPECIFIED IN THOSE SECTIONS, AS SHOVNIN IN TABLE 4.S0,1,1- -VCERIFICATION OF CO%IPLIANCE WrTH THIS, SECTION SHALL BE PROVIDED AS REQUES,7,_D BY THE ENFORCIMG ACEN"'Gy. DO UMENTATION SHALL ENCLUDE ONE OF THE WA)�S OUTLINED IN SECTION(COB'S.0 4.504.5.1). -COf,,I%^�R0LHE SLAS FOUN6;�60NS REQUIRED TO HA�-: A VAPOR RETARDER BY DIE CAUF. BUIL.DING CCDIE CHAPTER is, OR CO1,JxRE`Tr sLAr:; ON O-ROUNDn.6o,,,,,,s REQUIRED TO HAVE A VAPOR' RETARDER BY THE 0,-�JJF. RESIDENTtAL CODE, CHAPTER 5, S�HALL ALSO COLMLY. WITH THIS S'!ZCT1,0N(CGBSC 4�,505.2). A CAPILLA1,'y BREAK SHALL BE RISTALLED IN CO'APLIANCE Vrlifl AT LEAST ONE OF THE FOLLOV!ING: 1, A 4" THICK(101.63mm) BASE OF 1/2' (12.7mrn) OR LARGER CLEAN AGGREGATE SHALL 69-L PROVIDED WITH A VAPOR RETARDErPi IN DIRECT CONTACT WITH CONCRrTE AND A CONCRETE MIX V_'S;GN, WHICH ADDRFSS ELIEED;NG, SHPI"KAGE, AND CURUNG SHALL BE USED. FOP ADDITIONAL INFO. SEE AMERICAN CONCRETE ACI 302.2R-,06. 2. OTHER EQUIVALENT iJETHODS APPROVED BY THE ENFORCING AGENCY. 3, A SLAB DESIGN SPEvJ�FI1ZD BY A UCENISED DE",'Ot", PROFESSIONAL. -BUILDIN13 MATERIALS WM4 VISIBLE SIGNS OF WATER DA�,IAGE SHALL NOT BE INSTALLED, WALL AND FLOOR FRAMING SHALL NOT BE ENCLO:71:1) WHENI THE FW,,hC',!G MEM,:7ERS EXCEED 19Z hIOIS317URE CONTIENT. MOISTURE CONTENT SHALL BE VERIFIED IN =MIFILIANCE WMI rrIE C`E OFT'HE IAT'7HODS OU"FLINED IN SEC`nON(CGF.SC 4.505.3). _MH BATHROOM SHALL Rr UECHAtA1,CAU_Y VENTILATED AND SHALL COIAPLY V�,'ITH 'D-17 FOLLOWINQ 1. FA�IS S�HALL BE &TRGY STAR COMPUANT AND BE DUCIE0 TO TERMINATE OUTSIDE THE BU,1DING, 2. UNLESS FUM'.ITIONING AS A'- CO?JPO�011' OF A WHOLE HOUSE VE"IIIA11ON SY50J, FANS MUST BE CONTROLLED BY A HUM'DrT`Y CONTROL: (0)HUMIDITY CONTROLS SHALL INE CAPABLE OF ADJUSTMENT A RELAVrIVE HUt4,011Y WOE OF :!� 50% TO A !�,IAX. OF C=,. A HUMIDITY COINTROL MAY UTILIZE MAIIUAL OR AUTOP,IATIC MEA1113 OF ACdUmIENIT (b)A ['11IM!EA-PT' CONTROL M�A,Y BE A SFPARATE COMPONENT TO THE F.*iX6tT FAN AND IS NOT REQUIRED TO BE INTEGRAL. SECTION(CGBSC ._V,!HOLE HOUSE EXHAUST FANS SHALL HA�,E_ INSULA7D CC�r-_­RS OR LOUVERS IVVHICH CLOSF WHEN THE .1,50'7 1 FAN IS Or"i7. THE COVERS OR LOUVEEPS SHALL HAVE kIIN. 114�2 INSIULATION. sEc-no!1,rcGssc 10 -HEATIING, ,010 AIR COND,,"tIONING SYST*0,n1 SlIALL BE S2ED, DESIGNED AND HAVE THEIR EQUIPtvl!-:N'F SELECIED USING THE FOLLO�R!NG tNEETHODS: 1. T."E HEAT LOSS AND HEkT GAIN IS ESTI-DUSHED ACCORDING TO ANSI/AcCA 2 MANUAL J­20,041(RE-SIDENTIAL LOAI) CALCULATION), ASHFAZE HAND IOOKS OR oriEn Eou,,vAL3,,,,r GES01-4 SOFiY,,!,,%,RE OR METHODS. 2. DICT SYSTEMS ARE SIZED ACCORD,N(i' TO At­IS!/AC,,'-% I MAr4LIA'L D DUCT SfSTEM2*, An, I`.AE HNNDE3,001,%S OR OTHER EQUIVALENT DESIGN SOF11YARE OR P41TRIODS. 3. SELF ZCT AND CODIUNG EQUIPMF_NT ACCORDING TO ANSI/ACCA 3 kV,"NUAL S­20041,(R!.-�SIDENTIAL EQUIPMENT SELECTION) OR C -1 -HER EQUIVAlENT DESI�G`I4 SOF11VARUE OR _1141"THODS. SECTION CGOSC 4.507.2� ENERGY EF�'ICIENTCY TO COMPLY %I[TH THE CURRENT TITLE 24 REQUIREMENTS, SECTION CGCgSC -11,�11011 -VVIATER CONSERAING PLUMBING FIXTURES AND FP`TINGS: SECTION CCOSC 4.303A WATER CLOSETS: iL 1.28 OAL/FLUSH URINALS- :�, 0.5 GAL/FLUSH SINGLE SHOWER HEME'S. _< 2.0 GPM a So PSI 1,1ULTiPLE SHOWER HEADS: COMBIN7-1) FLOW RATEE OF ALL SLIOWERHEADS AND/OR OTHER SHOWER OUTLIEF CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GPM 0 80 PSI OR ONLY ONE SHOWER OLrILET IS ID BE IN opOrmnON AT A TIME LAVATORY FAUCETS- -' 1.5 GPM a 60 PSI LA,VATOR)' FAUCqri IN COMMON AND PUPLI,� USE AREAS OF RESIDEfr11AL BUILDINGS: <_ 0.5 GPM 0 60 PSI MEPE�M'NG FAUCETS. 5, O�25 G&LONIS PER CYCLE KI`TCHEN FAUCETS. < 1 -S GPM 0 60 PSI; TFI�" CRARY INCREASE TO 2.2 GPM ALL.0"I�`7 'D BUT SHALL DEFAULT TO 1.8 G -M -IRR!GAPON WKI`ZR USfz %IAU. HAVE WEMIERI 'B�FO CONTROLLER- SECTION CORSO 4.304,1 -50% OF CONSTRUCTI&N WASTE SHUM-1 BE RECYCLED SE61d"ON CGB�C'I�C A.14013 i,hI1",,V1N1Ur,PI EROSION AND S-EDINIENT CONTROLS FOR ` I", PROJECTS DlSTUR13I!,1G LESS T11AN ONrEACRE ///i:� �- - The SP44'P's (Best Management Practices) liste�_l below must be in place during the rainy season (October 15 t1hrough Ppril 15),7nd may be required at other times based on weather and site conditions throuc,,�,hout the year, The MIT's listed are minimum reqUirenitents and additional BrINO's could be requined basc;d'on site condiflons. • Stabilized entry: Provide minimum 3" to 6" firactured rock 50' long x 15'wide by 6" deep over construction grade fa bric, • Al I soils tracked onto paved roadways must be cleaned up on a daily basis. When st�eets are wet or during a ram event there shall be no tracking of soils onto the street.. • Wattles installed properly behind curb or side -walks. • Rock bags (minimum 2 perside) atall drain inlet locations within 150'of the project site. • Internal filters placed inside each drain inlet. • Trash bars across the back, of all drain inlets. • Stabilize all disturbed soils in the front yard areas within 16of the back of curb or side,.,Jalk. (Straw or e�rosion blankets may be used for this application) Stabilize all slopes where erosion could Occur and cause silt run off. (Straw, visqueen or erosion blankets may be used for this application) All paint, fuel, construction products etc. shall be stored in a covered location away from sidewalk,,,-,-, and storm d,rain inlets, Portablp chemical toilets if provided on th_- site must be kept off of streets and sidenvalks and -)7,t least 50'from the nearost storm drain inlet. • A!! trash must be collected and stored properly. Do not let items such as drywall mud boxes, paint buckets, cleaning material containers etc. come in contact with any rainia 11 or storm water runoff. • Provide a designated area for concrete washout. Hay bales lined with visqueen may be used for this applic; ition. Rollaway bins may also be used. All concrete washout systems shall be placed off'of the paved streets, • After installation of tl-,)c, above items is complete a maintenance program needs to be developed to insure the continood effectivem,­ss of your BMP's. M V) U") Ln 0 0) 0 X 0 0 < > 0 _J _J 5 Z 0 LJJ 0:� 0 0 0) 0 (.0 ff) N LLj 0 L0 Z I I X Ln < Lr) Li LL_ _J e --N e__1 L,J 0 0 U-) U') BUTTE CALGRE_�N REQWREMENT$ COUNTY NOT-: AT THE T'ME OF rINAL INriP-F:CP%4. A MANUAL, COMi"ACT DISK, WES BASED REFEREII,'�'E' ORF DEC 0 7 2016 0-iti'ER APPRO'VED RMTTREt-T117,� DOCUMEN7ATION SHALL BE PLACED IN THE BUILDING W, ACC6,r`iL'_).AN0.E kYrTH T FHE 2013 CAUr. GR.EEN rUILDING SIANDARDS CODE CGBSC) SEC. e%410 AND CON"iJ'1,IN r,,',E FOLLOVANG: D E'VE L 0 [).\,I E N T A S`rATFVT_N*r1 '"R-Wr THE k4ANU,%iL, SIWL REM�%",`l IN �"E BUILDWO FOR TH-r ENTIRE UFF-C�;`CIJE OF 1", HE SERVICES S"'I,�',UCTURE Li -OPERATION AND MAJNT1,11111ENCE INS"R UC`R10,`.IS F0,R, EQUIP1,4ENT, APPLIANCE3, Ff,4AC VYSTEMS, SOOPI YARD DRAINACE, IRRIGATION' SYSTEMS, -ETC. LO 0') -INFORt,AA.TION FRO�!Al LOCA ,L U"fidni ES APE,3!,,!T RECYCLING PROGRAWS A!"ID LOCATIONS, 4"UBLIC TRANSPORTATION AND CARPOOL OPTION!S IN THE AREA ZDUCA`1ION MATERIAI ON THE POSITNIZ IMPACTS Or AN' INTERIOR REIXFIVT-: HUM,,DITY BETWEEN 0 30-��,')% A1,10 HOW TO MAINTAIN 'THESE"LEV.EI_S OF HUMIDITY < -INFORMATION IM1,OUTi VIAT CONSERVING' LANDSCAPE/IRRI,",11ATION DESIGN AND CONTROLLERS -!NrO�,`q�ALOON tMEOUT REQUIRED ROUTI'�E.' k1LP%1NTAINPNCE MEASURES IN �Gl PA" `CLUDV�"'LG _M�`101 GRADING, ETC. PERMIT # -INFOR!,!,,�MON AI,,,OUT 'STATE SOIAR ENERGY 010 INCENTNT,. PROGRAMS AVAILABLE -A CO�',`Y OF ALL SPECIAL IT"S71ECTION A1,7RIFICATIONS REQUIRED BY THE ENFORCrJG AGENCY REVIEWED FOR GODE'COMPLIANCE M V) U") Ln 0 0) 0 X 0 0 < > 0 _J _J 5 Z 0 LJJ 0:� 0 0 0) 0 (.0 ff) N LLj 0 L0 Z I I X Ln < Lr) Li LL_ _J e --N e__1 L,J 0 0 U-) U') DRAWN DY! B. RUBANOFF DATE: 10-4-16 INDEX 1, FLOOR PLAN 2. FOUNDATION PLAN CROSS SECTION DETAILS 1 ROOF PLAN IR00f::' FRAWP\;,'_' PLAN 4. EXTERIOR ELEVATIONS 5. ELECTRICAL PLAN S kfi-- E T C r0V E R If) D, Q0 (7) CD 0 Li C) LO 0') C -D 0 < 00 C) :;�: N < Ld U LJ 0 < Ld C) LLJ = Lr) ctf U 00 > < 0 C� LZ - 0 < DRAWN DY! B. RUBANOFF DATE: 10-4-16 INDEX 1, FLOOR PLAN 2. FOUNDATION PLAN CROSS SECTION DETAILS 1 ROOF PLAN IR00f::' FRAWP\;,'_' PLAN 4. EXTERIOR ELEVATIONS 5. ELECTRICAL PLAN S kfi-- E T C r0V E R t, �.. Lt)' R I TO BE UG FIR 42 AND STUDS TO DS sn ID &"ADE OR BI'7nT- F,, I IP � SSS O T FIERI e�'ISE NOTED ALL ,y TO Sw SX1 - CF 2 UI LESS OT IE ,:%, SS' NOTED, . �w.I,.l- CEILINns To SF' '–O" UNLESS 0 TH ERIAVISE N.TCl �;., INSUIATL AT TUR AND SI.0 "R EXTERIOR V,a'AaJm FOR " N.'''sLENIG Ulf1..0'''l0 S. SES TS71 S Ir DET FOR AD, IS;., mL NOTES I == aD PJ, VA -VE 04SC � RZCE UNIE TO OUTSIDE & t -NC iOR SMAPS AT W , E R HEATER 7. BL()CK FOR T= WEI. EARS c P,20101 AND SU0I",'GDOORI I; OS ARE PE-'," C&L–O , T.. DOOR CII Sp'.l I° S ARE CAL - 01-F PLUS 2w. G. SHOVIER AND TUR -/SHOWER CO&431 ,ATIONS SHALL BE PRO ID0 1 in V-40 ADUAL CONTRIOL VALVES 07 Ti I " PRESSURE .AIj�, CR OR T I R IT ,11L,RMOSTIATIC IXIFO J a,.rTYPE 10. !,.ID All- V, !l GAS tz WATER FIRES TO OFxOUNID. ALL ORS `I.IND CUUVPS DR ACC , ^'S BL D OF All APS i a,,.,m " „� r C 2 ) RO��.� t =� �...��..�� �e��m1O�a� SHOT SE NOTES: f I l.t, !''sl„, FINISHED INTE.RIOR ARV F” A SHOWER NEEDS TO BE AT LF' ST 1024 SO. IN, WITH A lk>I9t"I, DIMENSION OF 0". THE SH410NE°R AREA AN'0 CMM N SIGNS ',HALL BE AIN"TA.INED TO A POINT OF NOT LESS THAN 72" . ABOVE THE D ',mIN INLET. THE SHOWER WALLS SI LL BE FINISHED W111-1 ARD, NOIR :AOR ®NT SURFACE TO A H IOIFIT F' NOT LESS THAN 2". THE F'' :'w FOR ADHI SI`� � AP LICAT'O`I a`F° WALL TILE OR OTHER NON ��BSORBMT ISH 8 IA' IN -P-J9 ABD' SHVC `$ER ARE -AS SHALL COM,,PL 1,!",lTH ASTMI O 117i,3, 01278 OR C. 11,396, LISCw OF $!ATER RESIST .NT GYP r.OAPFZD IS RERM17ED ON CEILINGS '0141111I FRY,MING ING Clsr'- 12" FIS;, I/2" USE -1) AI -,1D 16" O,O. FOR, 5/8 -THICK, WATER RESIST �T '" P, BOASZ'',) ") S! AIJI NOT BE CASED OVER A C,"%', -SS I OR II VAPOR BAPRIMR, IF° THIS OR ,tER 00� ..m ImM:NTS. ORO F7D2.13,B 1.j S E: CYPI-A[.._ NOTE SHEET SN AND T`�'PICAI__ DE-IAIL Sr! :E"S SD1–SD3 FOR ADDITIONAL INFORMATION, 2.; TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: RESIDENCE EXTERIOR WALLS: 2X6 DF STUD AT 16" O.C. GARAGE EXTERIOR WALLS: 2X4 DF STUD AT 16" O.C. INTERIOR WALLS: 0 2X4 DF STUD AT 16" O.C. 3. j SEE DETAIL 5/SD1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 4.; ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 5. A1._L EXPOSED FRAMING SHALL. BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. C.; ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.0.1, UNLESS NOTED OTHERWISE. 2'-0" V-3 72'-- O„ "2'-O" FLOOR PLAN r OUSS 1BOO SO, FT AI _E 7D S . T O m PCRCa� u SOS. SO F"I ..., _ ,...... 2'-0„ 24'-51 12'-0'' BUTTE COUNTY DEC 0 7 2016 I)EVELO('�1ENT SERVICES m k ll THESE PLANS HAVE BEEN REV!EkNED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS PERMIT #.&�L- \ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODEr'COMPLIANCE DATE �lp BY—A O Cn O co M C14 w O Ln Z 1 1 O d rM X M D_ Lr) Q M LL - .w -1^ ^ L'J O O I- M M Ln Ln DRAWN BYE B. RUBANOFF Ln •• GILL WICKLAS DATE: (D N O w 0 Ln O LL � Q Li ry O 00 Lv J S U cD Ow0 cn < L,i = Ln -Jl U_ Ln 00 — > Q O n ry O Q DRAWN BYE B. RUBANOFF CHECKED! GILL WICKLAS DATE: 7-14-16 SCALE 1//4"= l—On JnBl WARREN 2a^Xp�5 STUD %- 0 72,_0„ .. Cn 113 ,_0„ 1 1 Q � Z Q= � FOUNDATION PLANSTRUCTURAL NOTES: � x o m 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL 3030 AC A U CO 'C. c� SHEETS SD1—SD3 FOR ADDITIONAL INFORMATION. ADIOsRlLOCA� t1IO Lj J 0 3 O 0 J 2.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER I .a...- `' �.1 m. SHEAR WALL SCHEDULE AND TYPICAL DETAILS. m 0 -� s O 3.) RECOMMENDED MINIMUM SLAB SECTION: I , , A— 4" CONCRETE SLATS WITH #3 AT 15" O.C. SECURELY LOCATED AT MID --DEPTH OF SLAB. B— WATERPROOF MEMBRANE IN COMPLIANCE WITH ASTM E 1643 (DELETE AT EXTERIOR SLABS)—SEE SOILS REPORT IF APPLICABLE. C— 4" FREE DRAINING MATERIAL—SEE SOILS REPORT IF APPLICABLE. D— PROPERLY PREPARED SUBGRADE—SEE SOILS REPORT IF APPLICABLE. E-- CONTRACTOR TO PROVIDE CONTROL JOINTS AT 10'--0" O.C. EA. WAY MAX, NOTE: CURING OF SLABS SHALL FOLLOW GUIDELINES PROVIDED BY THE AMERICAN CONCRETE INSTITUTE AND THE CALIFORNIA BUILDING CODE TO MINIMIZE SHRINKAGE CRACKING. 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: RESIDENCE EXTERIOR WALLS - 2X6 DF STUD AT 16" O.C. GARAGE EXTERIOR WALLS: 2X4 DF STUD AT 16" O.C. INTERIOR WALLS: 2X4 DF STUD AT 16" O.C. 5.) SEE DETAIL 5/SD1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 6.) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR, 7.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIE CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 3.) LL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 9.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CIBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. SECTION A -A ry -."G �?"X!""'ihTi`r" 'e•�`5�',A^�% -' �'�°e' f 'R 'u"i"' Z :1 A1:" FOUNDATION B. RUBANCFF PLAN 77Tr2f,..�..,. �.�..�: DATE SE,,CTION B -B CA1oO�IL��f` THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 12_`5, ANCHOR ,' L °aUES estEEN US 1/2- C,CX FLY, AT D)°, ... OM T AT 'D P1001,000D WITH ESO N!AIU O, AND PERMIT #% r BUTTE COUNTY DEVELOPMENT SERVICES CODE COMPL ANCE DATE Z "Z"� (p BY O Cn O (D M N LJ O z I I o� _ 1.0 X M Cl._ U-) Q Ln _j L,J 0 0 ~ L L DRAWN BY: B. RUBANCFF Ln BILL WICK .A5 DATE Q0 N O w Q L0 O LL_ 0 2 W < cj 00 U Z _ Q W D J = U CD cn <OWO W = Ln --� Iz U_ Ln o0 J .. Q 0 p_ 0 Q DRAWN BY: B. RUBANCFF CHEC, KED: BILL WICK .A5 DATE 7-14__. G SCALE JOB: GVARREN '03 SHEET 2 5 CLASS °A' 15'11R- FELT X 1 /°'� � o AT1IC e I,ATION CALCS; 2800 SO, I`T./ 00=P.3f' SO. FT. 026 SO. 17112=4.6r, SO. FT. ,SE SO. FT". 7 SO. TT. 13 qg 22-X,31 /2- SCREENED "`?ED EIV �'i EDN 4,.14"X1E" SCREENED O.E. VENTz-4,.(,lC SO. FT. TOTAL -9.77 SO. FT. NOTE: TO USE THE 11300 O��OUiAO PAPER SH O CEILING 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL IN'SULATaON OR KELLY MOGRE 95-500 VAPOR SHIELD PrV.MEa 0 C�EILIa'O MUST BE USED, SHEETS SDI: SD3 FOR ADDITIONAL INFORMATION. TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS O . ET. 4'. E ;GE NAIL WITH 8d COMMON OR EOlUIVALENT (0.131" DIA X 2 1/2") A 6" O.C. AT Al.L. PANEL EDGES, BOUNDARIES, CABLE ENDS, BI...00KIN G AND WHERE INDICATED ON PLAN. FIELD NAIL .AT 12" O.C. PROVIDE 1/8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. SEE NOTE SECTION 8 --SN FOR ROOF TRUSSES BY OTHERS. TYPICAL HEADER BELOW SHALL BE 4X12 DF#2 AT 2X4 WALLS UNO AND 6X12 DF2 AT 2X6 WALLS UNO. ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHAD L BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. ALL, EXPOSED FRAMING SHALL_ BE PRESSURE iRE:ATED Wl i -H 1-RE:.AI�MENT PROCESS AND APPLICATION =,'=PROPRIA -HE FOR EXPOSURE ACCORDING TO MFR'S WRI—r'r.N GUIDEI....INES. f','JOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER AS RUSS DESIGNS BECOME AVAILABLE FROM TRUSS MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD AND BUILDING DEPARTMENT APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR TO VERIFY THE LOCATION AND LOADING CIF ALL TRSS TO TRUSS MECHANICAL CONNECTIONS. IMMEDIATELY NOTIFY TRUSS COMPANY OF ANY DISCREPANCIES. ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. HATCHED AREA IND!>$T E SLO B 2XS FASCIA IUs°alt ol OD. �,rv� �- N ROOF PLAN �r N 2X8 BARGE PD. MAN. 7.xN ,0 TI` L!I" ` LL w�.d t� 8AI rn cr C 788 m ROOF FRAMING PLAN.. , . �. EXP. qa!'.,QIv2fllt cfVl �Ar THESE PLANS HAVE BEEN REV!EWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCUL ,TIONS Floor' Fkl/AmiN/" 1. DO NOT OUT ALTER OR DRILL T BUSSES 2n SEE a CT£,,,R10R ELDtATIO1,15 FOR SIZE X41) L.00r TION OF C.API_E L'ND VENTS . BOO!- DESIGN ROOF" TRIO SES AT 2'-1" IN R-38 INS`.ILATIO?PE WEA 1 1"I'?E 711PUSSES 15FELT — COMP. ROOF — SNOW LOAD O o PROVIDE I"I� GANOI AND SVV',. ` BR.ACINC AT ROO"` T "LISSe S 5 H2. ANCHORS AT V -L' � TRUSS UNLESS OT IER DISE NOTEI' , BLOCK FORRIN?�TS . CY12 lYPICAL Hj7A" ,'--R U?QLESS DTI I''T !lSE NOTED S, SEE TI SHEET FC!', kD'DM0NAI- NIffirs S. PROI DE H-2.5 ANCHORS 0 ALL ROOF/WALL. CC?',aNECTIONS 10. TOP PLATE S LIOE"S W/8- l fd U°AC-H SIDE ,N.0. PERMIT # 6 1 — 2j BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODEC MPLIANCE DAT �C3 BY 01 z O LL- C) w J J O w O T X m O n O O) O cD M N Ld O Ln z I {I O V = M X M L Q Lo O O ~ Ln Lo DRAWN BY; Ln CE-ECKE- D Cl:f BILL WICKLAS Q cy) N O w Q O LL- rz O SHEET ## w Q ry Lz 0 U z }� ry J < N I w w = U cD ® V) Q w0 w = Ln -j clf U Lo 00 -J > <C O rz O <t DRAWN BY; E. RUBANOFF CE-ECKE- D BILL WICKLAS DATEt 7_1. -16 CCALE4 WARREN 3 SHEET ## 2Xf, F CSIA BCa FRONT ELEVATION L E F"I ELEVATION 777 ., �I lAC ' d O01:a SHINGLES AIDIA1,4 a" S,rR€ IE THE GAMLE ATTIC VENT SHAM CE MLLY COVERED `' H METAL % a S IJESH OR SON COMBUS T LIBL °' MATE I S WITH SIN. OF i AND SHALL NOT EXCEED � " OPENINGS REAR ELE.,VATION - C RIGHT ELF."VATION );* SRI AT ALL MEVATIONS PERMIT # M'--7-70� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR IL-7 CODE'COMPLIANCE nATF N L 7 ?,--tIt, :, (G RV4 L + Ln CD LLJ O Ln Q) Q r, O W x J O `Z m U W O J 0-- J_ O r_ O O O O co N0 N W O Lr) Z I I O qt = r) x r� IZLr) Qu') J ^ L` ^ W O O U7 Lr) ll� N—ol DRAWN DYE Ln �/ CH--CKPP, BILL 1° iCKLAS O W ® Ln SCALE; � O W SHEET # A (ql) 5 — Q W = U C) W O cn Q W W a = ULo Lr) I I IZ 00 > Q Q O ry O DRAWN DYE B. RUBANOFF �/ CH--CKPP, BILL 1° iCKLAS DATE1 -14-iG SCALE; INAR REN G SHEET # A (ql) 5 CAR -ON MONOXIDE DETECTOR 110 VOLT INTERCONNECTED V Mrri BATTERY BACK UP WOKE DE7_ECTO' 110, BATTERY BACK UP ALL SIMOKE DETECTORS BE INTEPCON'NE D RNSTALL A LISTED `ACB'lAY TO ACCOMMODATE A D-ID:CATED 208/2,AO-VOL T BRANCH CIRCUT. TH­ F,,,ACF4lpY SM -L V IOT BE LESS 11,HVIN TRADE SIZE 1 (NORMAL 1" DLA R). THE RACEWAY SLIVILL ORIGINATE AT THE VAIN SEW CE OR SU�?ANEL tu"ID SWIL TERMINATE INTO A LISTED CA I'MET, BOX OR OTHER EI`4OLOSURE I.A CLOSE PROXIMITY TO THE PROPOS'ZrD LOICAM14 OF All EV CHARGER. ICEMIAYS ARE RO"',1017ED TO BE CONTINUOUS AT ENCLOSED, IN,,%CCESSIBLE OR OOrIM" EDAREAS AND SPACES, THE SEEN110E PANEL AND OR SUSPANEL SMALL. PROVIDE CAPACITY TO INSTALL A 40-AA,4PERE MlINIMUi,,,4 DEDICATED BRANCH CIP_UIlT AI`41) SPACE(S) I" PSE TO PER1,11T INSTALLATION OF A BRAt-ICH CICUIT OVF!`,,,,CUR'3,ENT PROTECTIVE Da-fICE, T117 SERVICE PANEL OR SUSPANEL CIRCUIT DIRECTOR"! SHALL IDENTIFY T411E OVERCURRnNT Fli,,OTECTIVE DEN110E ASSPACE RS' R:SE MID FOR FUTJRE EV CHARGING CAPABLE"TI RA 'AY TE11MINATION LC M014 SH Ml BE . E., PERIA,ANANTUY AND \lSI73LY 1 KED A -S, "EV CAPAa!_E�. I R �S OTHER FINCH 0 ER THA;N1 ClUTDOOR IIID: MiTAH %' A. -P AS OUTIRIED IN TAME, ON,_Y HIGH "C * L H S E AD DO VFT NIP FT CON lJN A MEDIUM SCRE"W BASE SOCKETm CN F 07�` LAMPS 13 'V'4�,TTS OR GFIFATER ARE ELF"C'01ONIC MD H,�7 AN! OUTPUT FREQUENCY t,40 LESS rrIAN 20 IcE,-z. NICZ'l EFFICIEN, HID, CONTtM ONLY HIGH LXMPS AFOUTLINED IIA TAIFILE 1150-C, LUtu!1NAIRE HAS IN'SlALLED H15 FIALLA Sal, PERMANTUl" I_Ukl!�AAIRFS IN KITC1HENS S!"ALL BE 1-1101 EFFICIENCY LU�,,,flMAIRES, UP TO 50-Z OF THE WAH� E, As UE7EIRMNAMED IN SEC. 130(C), OF P',ZRMAI`-vTLY lNr,,­�TALLFED Lu N, LUtAINAIRES 7-1 ARE NOT _4Ul,!,i,,lRCS IN KITCH,'�`143 MAY BE I' HIGH EFFT"`101,41CY PROVIDID, TRIAT THESE LU%flNe' Z'53 ARE SCETINIIOLLED BY SWITCHES SEPARATE MC0MI THOSE TH=",­, H!GH EFFICIENCY LUMIl%L'%IR' , OF 044c(1) mEz LUMINAIa-E IS TO BE 11.1,STALI.ED IN EA0i U �ATHROOM. ALL OTHER UGHTINC3 IN R-AITHROOMS SFIAU,_ BE HE OR CONTROILLED BY OCCUPAt4,17Y SENSOR(S). Rf ` I FERENCE CA, Ei,�'77RGY COIJE 150(K)5. ALL. I OGLING IN GAR`tC­Z . LA NT' RoOklis, U11LITY ROOIMS SHALL BE W10H EFFICfEV,7-' LUMINAIRES AND ARE CONTROLLED BY A VACA.!'_!CY SENSOR(S) 1. E'. lApV11AL ON, A'UTOMAT[C C0`. R7FERE1-`CE CA. ELZIRGY CODE PE'P'rAA,N',',','LY INSTALLED LUMMIAIRES LOCA0 01"JER THAN fN KITCHENS, P,,TFIROOMS, GAIRAOES, LAUNDRY POOMS, AtID HIL LY R=,AS SIHALL BE HIGH EFFICIENCY LLR,,MA!RES (EXCEPT C€ S's, LESS 711!14 70 SO. FT.), OR ARE CONTROLLED BY A Clea IPPSWrICI_l 0IR ARE CONTROLLED BY AN OCCUPANT SENOR(S) 11-VZ, COMPLIES WITH SECTION ilg(D) THAT DOES NOT Turlll'lll_I C,1111 IAIIIITOMATICAU:�' OR H*rAN A01AYS ON OPTION. 'SULAr ED ' COUNIC THAT A,7'1,,, Rflh ECESSED I?VTO , OS ARE Al,'PRIOVED FOR ZERO CLEAIWNICE INSULATION CCNVER AND ARE C",EIMMMED AIR TIGRr TO ASM E27!13 AND WlELED 14' AIR. TIGH-11 (1,T), TO LESS THAA 24 CFM AT 75 PASCALS CLOTHES DRYER NOTES H'E'R CMC 504,.11.2: EvKHA'kUST DUCT SHALL HAVE A kV�XIMUM DaIELOPED Lawnm OF i4l wrrH A MiV-It0,U?vl OF WAZ (B'D DEGREE ELF30%VS; D -CH ADDITIONAL ELBOW DEDUCTS 2' OF ALLOWABLE LENGTH. ALL LL EXHAUST DUCTING FROM FA' S AND DRYER SHALL DOE EQUIPPED WITH A LISTED 1311,ICK DRAFr DAMPER AT O? IDs TERMIRATION. A 1,4,1,1. OF 100 SO. IN. OF MAdKE UP A!,R, IS REQ'D, FOR THE DRYER, &,-, SHALL D DE PROVIDED IN TIRE DOOR' OR BY OTHEIR, APPROVED LREAIZM CkIC 504.3.2 LUM,ARIAIRM-S PRO VIOR1,11, OUTDOOR LIC',milmv At -:D PER144a7,,lu M01,11,JINTED TO A RESIDENTiN,. PUILDING OR TO OTHER 8UILD1 %!CS 011 THE SAME LO," SHALL DIE I-!Gtl EFFICIENCY LUMINAIRES (NOT INIC1.1JOING LLC NG NROUND SWIMMIIXG PO0LS/Y,`AI7ZR FEATURES Or OTHER ARTICLE 680 Ur,CATIONIS) OR ARE CONTRO!"'Ull' BY OCCUPANI S[NSOR(S) Y,,11TH INTEGRAL PHOTO CONTROL €T ED To CCMPLY WITI 41 SECTION 11 (D). HICH INCLUID'Es PROVIDE AN I! TERSYSTEAA EONDIN^ 'LF7CTr-','0DE W 1%, PR0VIS,l­",')l`,IS FOR CONVE-0;Ii!NG AT LEAST THREE GROUN'DIANG OR BONDING CONDUCTO"I"11153, REQUIRED FOR COMM LIN ICATIONS SYSTEMS Elltkll BE INSTALLED 'F F,"-`L�RNALLY AT T,"iE SERVICE ENTRANCE PAN El L AS SPECIE IED 1',41 CL,,800.100B CEC" 250,94 O, r7r,71, 4F ^0 7i 7 i 0, p, tx 2 fr V� ELECTRIUAL PLAN 17 GUTTER WITH ABILITY TO PREVENT THE ACCUMULATION OF LEAVES (N) DOWNSPOUT OPTION 1: UNDERGROUND' RETENTION SYSTEM N5rOuT DAPTER 10' MIN DACKFILL 4" HDPE N-12 j CLOSED PIPE CO & TEE ELECTRICAL PLAN NOTES - PROVIDE A CLEAR PITH F'R%4 TF',17 ACCESS OPENING TO THE 0 0 ATTIC F`URN.ACE UNIT TO ACCOMMODATE THE LARGEST PIECE OF Ecl,,I1,'PlMcTff 1. PERM.ANET WIRE AlL SMOKE DET PRS ON A DETECTED CliRCLI:T BUT NOT SMALLER THAN' 227X30. 2. TIAE FOLLOWING GUIDE U!"IES MUST BE MET ON WALL PLUGS - THE PA5V3rt'AY FROkIl ACCESS OPENTIG TO rriE UNIT S!110J. NOT -ANY Y!ALL OVER 2'-0" IN LEI'if3TH SHALL HAVE A RECEPTn­LE EXCEED AS t4WIZURED riE CENTER LINE OF THE PASSAGn',lAY. -PLUGS SHALL BE A MAXIMUkI OF 12'-00 APART THE PASSAGEWAY SHALL BE UNOBSTRUCTED ANID SHA,,LL HAVE FROM -PLUGS SHALL BE 6'-0" OF END OF WALL OR OPENING CONTINUOUS SOLID FLOORING NOT LESS PiAN 24" IN WIDTH ACCESS OOFNIMG TO rdE UNIT. -ALI- PLUGS AT KITCHEN, DAT HROO!,4S, OUTSIDE, AND AT THE GARAGE SHALL - PROVIDE A MNNPV;U`,,,,!, 30 30 V,107kKING PLAMOF'tl IN FRONT OF THE SE 01.1, PROTECTED FIREBOX SIDE OF THE UNIT RN 'D 17 TIIE FURNACE CONTROLS ARE NOT ACCESSICLE -PROVIDE AT LEAST TWO 20 AMP CIRCUITS Al KITCHEN A14D LAUINI)KY RC0110`13 FROM THIS SIDE OF THE UNrr A h!II`%"k4J`A 24" WIDE PLATFORM BE PROVID70) -FIELD VERIFY LOCAMON OF SERMI E PXNEL AN'D METER WITH LO'�Al_ BUILDING FROM THE FIREBOX PLATFORM TO THE CON7,ROLS. A V,,�OPIIKI'MG NEED DE17111,RTMENT AIN'D THE PO',,,`ER, COMPANY NOT [;I- REQU!"!"'ED WH��N THE FIREBOX ff!) CONTROLS CAN NE ACCESSED ,1�7 _Tx� I_OQklION OF PHONE AND T,V. JACK,-) TO BE OWNER APPROVED FR TO INSTALLATION DIRECTLY FROM THE ACCESS OPENING. -PRO1,10E ELECTRICAL FOR HEAT AND AIR 1.11,11IT TO BE LOCiJEED AT THE SITE - PROVIDE A PERM!1NEW ELECTRI%CAL OLITLET A!"I LIM, URE VERIFY Willi OWNER PRIOR TO CONSTRUCTION CONTROLLED BY A rIAVITCH LOC!JEf) AT THE ACCESS OPENING AT OR NEAR THE 0 ATTIC FURNACE UNIT, -PROVIDE 20 AMP vF,,AjNf,;m CARCUMS Al -BAM 11ROOM RECEPTACLES SHALL BE SUPPLIED BY A SEPARATE 20 AMP CIRCUIT At ­%'D SHA!ll NOT HAVE EXHAL.Iii FAN, LIGHTIING OR OT`;iER OUTLETS ON IT AS -PROVIDE ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR All OUTLETS INCWD`1-11G RECEPTACLE OUI=, SV4IFTCH OUTLErS, LIGHTING OUTLETS, AND SMOKE DETECTORS AND SMOKE DETECTORS LOCATED IN' BEDROOMS AS PER CEC ARTICLE 210-121 ALL 167/20 AMPERE Rim-Eppiar-s 11z7wdip PER CEC 210.52 SHALJ_ BE LISTED TAM I"ER r"'ESISTAtIT RECEPTACLES. - All PI;'ANCH CIRC UTS SUPPLYING 15/7-0 AMPERE OUTLETS IN FM,�,LY ROOMS, DINING R0104S, LIVING ROOM,% PARLORS LIBRARIES, DENS, SUNROOMS, r"'DROOMS, RCCREATIOV R,001,,'S, CLOSET'S, HALLWAYS, OR SIMILAR, ROOMS/APREAS SHIA& BE PROTECTOR BY A USTED TYPE Xr­,,C--FAVI_T CIRCUT INTERRUPTrn S_7e'C:7Y TANUPEPA RESISTANT RECEPTACLES IN T'HE OVIELUNG. ALL 125 -VOLT PER 71 Xk SIN CLE P�v E. 15 �%1140 20 AMP RECEPTACLEW.,, S SP BE US D T RESISTk4T RECEPTACLE S. (THROUG110PUT) 2013 CEC ARnIcl-r-, 403.11 FOR THIS PROJECT CT ONLY A,'-,WES TO REEMIPING OR ADDI'=41S, - ALL V,!OPK ON THIS PROJECT SHILNLL CONFORM TO THE ADOPTED EDITIONS OF THE 2()13 C°LIIF. ELECT, COID7- mwmacummum PROVIDE 120V ELECT11-11CAL PECEPTPaCLE WITHIN 3 FEET OF" 111AE WATER HTR. A'1°TACCESSIBLE WITH NO OPRSTRUCIIIONS. b.) Pt�,OVIDE A CATEGORY III OR IV VENT, OR A TYPE B WENSTR T WITH "SIGHT PIPE BET`vt`EI7_'N Tr1 OUTSIDE TERM,.,!!NATION AND THE SPACE 1,7,`IFRE THE lfLAhTER HTR. IS INSTALLED. PRW!DE A GAS, SUPPLY LINE Wrili A CAPACITY OF AT LEAST 200,000 /HR. NOTE: FOR AIR QUALITY THE (1) FAN IN THE R SR BATH AND BA'i-k #2 SHOULD 0 HOT EXCEED T!",!7 SOUND LEVEL OF 1 SONE & THE CFM LEVEL SHOULD BE 50 CFM EACH TOTALING 100 CR -4 THIS I'S VEER THAN THE CO CFM THE RE'SIDENTIAI M,%,`jUAL RECa,!MENDS IN TAl-,!,E 4-7 VENT RAdM TO OPXk3'fDE F,A,,Nl TO RUN CONTINUCIU13I.Y W/2-%A,�,'E MOTO!" RATT11ROOM EXHWST FANS SHALL EI`4ERGY STAR COMPLIA11T ANN') THE FAN SHALL COMMOLLED UY A HU MIDSMAT WHICH IS REAE)PLY 4506.1) X SWALE m CO & SWEEP _,11 - 25 LF 4" PERF PIPE 61, WRAPPED IN FILTER FABRIC (PERFORATION DOWN) IN DRAIN ROCK. (E) FENCE Q� (E) �DEWALK 10' GRASSY SWALE ,c_ 4' -, 0e_ 6" WATER RETENTION 0"r"TION101-S" NOT, E: ALL EXHAUST F41S SHALL BE DUCTED TO TI -147 OUT SlDE NOTE: THE 1/2 6.,,,%TI-,I AND BATH f2 EXHAUST 1711,41 USED FOR IAQ SHAIJ. HAVE WALL PLATES LABLED TO 11"Jar-IRM, OCCUPANrF THAT T,, -',F. FAN SHMILl), BE OPE HN"i,,?4G lNHE1,,7_VZR THr�'. HC`, IS OCCUPIED. CEC SECMIN 150.0(o) tm ASHRA,E 62.2 SECTION 41, (E) GUTTER SMOKE ALkRMS OR DET`ECiOR`; _91"LALL NOT BE LOCAT!,:D WITHIN U,NFIN',3M' 1) AIT LCS OR GARAGES OR IN OTHER S. ACES WHERE TEMPER',47m!'RES CAN FALL BELOW 40 F OR APOV7, 100 r. b.)) WHERE THE t,AOlJt,ITING SURFACE MAY BECO4E CONSIDERAELY WARMER OR COOLER THAN THE ROOM, SUCH AS A POORLY INSULATTEED CEPUNG BELOIN A,,,l UNFINISHED ATTIC OR AN EXTEW11R WALL, SMOKE ALARMS AND DETECTORS SRA,_lL BE VOLI;NTED ON AN UNSIDE WALL SMOKE AJJ`RMS OR DETECTORS SE'. ll BE INSTALLED A OF 20' MORIZONrli�',_ DISTANCE FROiM il, PERMANENTLY IN91ALLED COOKING APPLIANCE Ell!'CrPT IONIZATION S1111,101KE ALARMS WITH AIN ALARM SILEVCNG S-AWITCH 011R, PHOTOELECTRIC,# ALARM& d.) SkAOKE ALARMS SH,,AI,,L BE INSTALLED NOT LESS THAN A 3 FOOT HOR20NTAL DISTAfICE MOM THE DOOR OR OPfMIM--1 OF A BATHROOM TRAT CONTAINIS A i5kn, ma or", 'NI0,v;ER UIlLESS THIS WOULD PREVENT PLACEMENT OF OTHER flio`"QUPRRED SMOKE ALAR`�S. SMOKE ALARMS AND DETECTORS SHALL NOT BE [INSTALLED INVFITHIN A 36' HORIZONTAL PATH FROt,,! THE SUPPLY REGISTERS OF A FORCED AIR HEATI14G Or COOLING SY'STEMI AND SliAll BE INSTALLED OUTSIDE THE DIRECT AIRFLOW FROM THIOSS REGISTERS. f.) SMOKE ALARMS AND D07ECTORS SHALL NOT BE INR IUkLLED WITHIN A 36- rATH FROM THE TIP OF THE BLADE OF A CEILJNG-SUSPENDED (�'PDDLE) FAN. g.) A S1, OMaE ALAR M OR DETECTOR LOCATED AT STAIRS L&'lDi,,IG' TO OTHER OCCUPlIED LEVELS SHALL k LocXTFO so THAT sm6i,,,F--, RISING IN THE STAIRt�`IAY Cik>NOT BE PREVENTED, riin_ Im REACHING THE Sk,10KE ALARM OR DETECTOr, BY AN INTER), PENING DOOR 07, OBSTRF UCI`I%lf. ® FOR STAIRWAYS LIITI��'�G U,-1 FROM A BASEMENT, SMLAR C!,l AMS OR DETEC R13 SHALL SE LOCATED ON THE CEILING NEAR THE E,`,lTf TO THE 1.) SMOKE ALARMS AND DETECTORS SHALL BE INSTALLED AT THE HIGHEST POINT OF A CRS„ RED COUNG OR ON THE SLOPED PORTION OF THE CEILING WITHI! 12" VETICALLY 001ftlN FrlMA THE HIGHEST POi,.14T, PERMIT# F&-' BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODECOMPLIANCE DATE_i7,-_Ll_:A6 BY_�O I Lr) (0 cy) M CF) El DRAWN BY: 0 0 0') (.0 C H E C KF1'� B11-il.- WiCKLAS Q0 LJ 0 Ln z 0 LL_ X 0 0= 0-) NO x m CL Ln < Ln 0 00 w _j LL_ 0 LJ 0 0 LO � Lr) � DRAWN BY: L0 C H E C KF1'� B11-il.- WiCKLAS Q0 7 -1 16 0 LLJ L0 0 LL_ Q-_� SHEET 4 0-) 1 Li cl, < 0 rYl 0 00 cr < N Lj 0 CD 0 �0 C/-) w0 W F Ln -J EL u In 00 < 0 n 0 DRAWN BY: B. RUBANOFF C H E C KF1'� B11-il.- WiCKLAS DATE: 7 -1 16 SCALE2 1/4"=V-0" jl]B� WARREN SHEET 4 5 1. GENERAL 3. CONCRETE / REINFORCING CONTINUED GENERAL STRUCTURAL NOTES 6. FRAMING / LUMBER CONTINUED 9. DESIGN LOADS A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE CONCRETE WITH SOIL OR WEATHER EXPOSURE: INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS #5 BARS AND SMALLER 1 %" REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN #6 BARS AND LARGER 2" IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS MORE, (80) BAR DIAMETERS U.N.O. SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 6-4 POSTS/TRIMMERS: A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING: A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICC REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. PER PLANS AND DETAILS. 6-6 CONNECTIONS: A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 8. ROOF FRAMING 8-1 PREFABRICATED ROOF TRUSSES: A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND CBC 2303.4. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION C) TRUSS DESIGN LOADS: TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE TOP CHORD DEAD LOAD: 10 PSF BOTTOM CHORD DEAD LOAD 8 PSF TP\TAI I ^ A f 'ln rp t^f UPLIFT LOAD AS REQUIRED BY THE 2013 CBC D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION. F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O.: B) SEISMIC: SEISMIC IMPORTANCE FACTOR: 1 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.589, S1 = 0.259 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.522, SD1 = 0.325, Cs = 0.08 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS SEISMIC BASE SHEAR: 6.0 KIPS RESPONSE MODIFICATION FACTOR: R = 6.5 ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE C) WIND: WIND SPEED: 110 MPH WIND EXPOSURE: C D) LIVE LOADS: ROOF 20 PSF ABBREVIATIONS AB BRACING, SCAFFOLDING, ETCETERA. K KIPS D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN 6. FRAMING/LUMBER ANGLE THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR ADJACENT LLH LONG LEG HORIZ. CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. 6-1 MATERIALS: E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND A.) SHEATHING: LONG ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT BLDG 1. ROOF SHEATHING: SEE PLANS LSL PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. BLKG 2. FLOOR SHEATHING: SEE PLANS LVL LAMINATED VENEER LUMBER BM 3. WALL SHEATHING: SEE PLANS F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE BOTT (B) BOTTOM MB RESPONSIBILITY OF THE CONTRACTOR OR OWNER. B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. MECH MECHANICAL BTWN GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER CB GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP MIN ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN CCJ IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION MISC. FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY CIP CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME MTL THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE CJ INSPECTION IN ACCORDANCE WITH CBC 1704.2. (N) CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. CLR CLEAR NS NEAR SIDE C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER COL FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. NTS METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CONC CONCRETE OC CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER OD FINISHES. CONSTR ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH OH OPPOSITE HAND CONT ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS OPNG OPENING CONTR WHERE REQUIRED. 2. SITE WORK / FOUNDATIONS OVERSIZE ROUND HOLE CP COMPLETE PENETRATION PDF E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT PERPENDICULAR W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. COUNTERSINK PROVIDED). PLATE DBL DOUBLE PLWD PLYWOOD 1. STUDS SHALL BE STUD GRADE OR BETTER. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER PLACES 2. ALL POSTS SHALL BE DF -L #1 U.N.O. DOUGLAS FIR - LARCH HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED PARTIAL PENETRATION 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. DIAMETER MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. PRESSURE TREATED 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. DOUBLE JOIST P/C PRECAST CONCRETE 5. CONCEALED BEAMS SHALL BE DF -L #2. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. POST -TENSIONED 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). EACH FACE ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO REINFORCEMENT 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. ELEVATION (DATUM) THE CONSTRUCTION OF THE FOUNDATIONS. REQUIRED ELEV ELEVATION (VIEW) OR ELEVATOR SC F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, STRUCTURAL ENGINEER OF OF FOUNDATION, NAILS SHALL BE GALVANIZED. EQUAL AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW RECORD ES EACH SIDE FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND EXISTING SIM SIMILAR PROVIDED NEW AND WITHOUT EXCESSIVE RUST. E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. SLAB -ON -GRADE EXT EXTERIOR STD H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL STIFFENER EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED FINISH FLOOR FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. STEEL WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON FINISH SQ SQUARE HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. STAINLESS STEEL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL FLOOR SWS SHEAR WALL SCHEDULE BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. SYMMETRICAL CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE 6-2 GENERAL FRAMING: FACE OF STUD TO DRAIN TO DAYLIGHT. TOP OF (PLYWOOD) FS FAR SIDE TOC A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST TOP -OF -FOOTING GA GAUGE APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE GALVANIZED ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO TOP -OF -WALL MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. GLUE -LAM BEAM SECTION 1808 OF THE 2013 CBC. TOE NAIL HDG HOT DIPPED GALVANIZED TYP C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD HEADER UNO UNLESS NOTED OTHERWISE CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED 3. CONCRETE / REINFORCING VERTICAL FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT HORIZONTAL WP WORKPOINT FRAMING FROM THE EFFECTS OF SHRINKAGE. A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. WELDED WIRE FABRIC INT INTERIOR W/ D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR WITHOUT OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. JOINT TYPE III LOW ALKALI. 6-3 BEAM FRAMING: D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE LATEST EDITION OF THE ACI 318. SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. STOVE, ETCETERA. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB, OVER MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS SLAB WITH#3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 6-4 POSTS/TRIMMERS: A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING: A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICC REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. PER PLANS AND DETAILS. 6-6 CONNECTIONS: A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 8. ROOF FRAMING 8-1 PREFABRICATED ROOF TRUSSES: A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND CBC 2303.4. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION C) TRUSS DESIGN LOADS: TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE TOP CHORD DEAD LOAD: 10 PSF BOTTOM CHORD DEAD LOAD 8 PSF TP\TAI I ^ A f 'ln rp t^f UPLIFT LOAD AS REQUIRED BY THE 2013 CBC D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION. F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O.: B) SEISMIC: SEISMIC IMPORTANCE FACTOR: 1 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.589, S1 = 0.259 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.522, SD1 = 0.325, Cs = 0.08 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS SEISMIC BASE SHEAR: 6.0 KIPS RESPONSE MODIFICATION FACTOR: R = 6.5 ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE C) WIND: WIND SPEED: 110 MPH WIND EXPOSURE: C D) LIVE LOADS: ROOF 20 PSF ABBREVIATIONS AB ANCHOR BOLT K KIPS ADDT ADDITIONAL L ANGLE ADJ ADJACENT LLH LONG LEG HORIZ. ALT ALTERNATE LLV LONG LEG VERT. ARCH ARCHITECTURAL LONG LONGITUDINAL BLDG BUILDING LSL LONG SLOTTED HOLE BLKG BLOCKING LVL LAMINATED VENEER LUMBER BM BEAM MAX MAXIMUM BOTT (B) BOTTOM MB MACHINE BOLTS BTF BEAT TO FIT MECH MECHANICAL BTWN BETWEEN MFR MANUFACTURER CB CARRIAGE BOLTS MIN MINIMUM CCJ CONTROL JOINT MISC. MISCELLANEOUS CIP CAST -IN-PLACE CONCRETE MTL METAL CJ CONSTRUCTION JOINT (N) NEW CLR CLEAR NS NEAR SIDE CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR COL COLUMN NTS NOT TO SCALE CONC CONCRETE OC ON CENTER CONN CONNECTION OD OUTSIDE DIAMETER CONSTR CONSTRUCTION OH OPPOSITE HAND CONT CONTINUOUS OPNG OPENING CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER CTR CENTER PERP PERPENDICULAR CTSK COUNTERSINK PL PLATE DBL DOUBLE PLWD PLYWOOD DF DOUGLAS FIR PLCS PLACES DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION DIA DIAMETER PT PRESSURE TREATED D1 DOUBLE JOIST P/C PRECAST CONCRETE EA EACH P/T POST -TENSIONED EF EACH FACE REINF REINFORCEMENT EL ELEVATION (DATUM) REQ'D REQUIRED ELEV ELEVATION (VIEW) OR ELEVATOR SC SLIP CRITICAL EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF EQ EQUAL RECORD ES EACH SIDE SHTG SHEATHING (E) EXISTING SIM SIMILAR EXP EXPANSION SOG SLAB -ON -GRADE EXT EXTERIOR STD STANDARD EW EACH WAY STIFF STIFFENER FF FINISH FLOOR STL STEEL FIN FINISH SQ SQUARE FJ FLOOR JOIST SS STAINLESS STEEL FLR FLOOR SWS SHEAR WALL SCHEDULE FNDN FOUNDATION SYM SYMMETRICAL FOHC FREE OF HEART CENTER T&B TOP & BOTTOM FOS FACE OF STUD TO(P) TOP OF (PLYWOOD) FS FAR SIDE TOC TOP -OF -CONCRETE FTG FOOTING TO F TOP -OF -FOOTING GA GAUGE TOS TOP -OF -STEEL GALV GALVANIZED TOW TOP -OF -WALL GLB GLUE -LAM BEAM TN TOE NAIL HDG HOT DIPPED GALVANIZED TYP TYPICAL HDR HEADER UNO UNLESS NOTED OTHERWISE HGR HANGER (SIMPSON) VERT VERTICAL HORIZ HORIZONTAL WP WORKPOINT ID INSIDE DIAMETER WWF WELDED WIRE FABRIC INT INTERIOR W/ WITH JST JOIST W/0 WITHOUT JT JOINT PERMIT #Ali f -/ ' x7 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE'COMPLIANCE DATE �V __7 (2-- _._ Byt - Q�OFESSI�N� '7'�No. 75688r * E 6/ 0/18 J' CIV1\- 0 CALF 10/26/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com Uj U U 0 Uj LU 'J zU z> _I w o Q 7)O LU zQ wO ryol, of cr_ of U O Ln Ln 00 REVISIONS: DATE: 10/26/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-331 SHEET: SIN a. Common or box nails are permitted to be used except where otherwise stated. b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") d. Common (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") f. Corrosion -resistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099"; 8d - 2 1/2" x 0.113") nal g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch length for 25/32 sheathing. i. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 inch sheathing and 1 1/2 inch length for 25/32 sheathing. Panel supports at 16 inches (20 inches If strength axis in the long direction of the panel, unless otherwise marked). I Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. 2 1/2- MAX. DEPTH FOR 2X4 PLATE 3 1/2- MAX. DEPTH FOR 2X6 PLATE i-�-5 1/2- MAX A (5) 1 rr�+._i.:. WALL CONTINUES WHERE _ I -----WALL PER PLAN N PARTIAL PLAN AT TOP PLATE CORNER AND TEE 7 -AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS A DBL 2X TOP PLATE 1 4'-0" MAX AT (3) STORY AND TALLER ST126 STRAP, U.N.O., 12" MAX PER DETAIL BELOW CENTERED ON DISCONTINUITY 5" MIN 6'-0" MAX AT (1 ) -AND 2 STORY PT DF -L N*44N (SEE SHEAR WALL SCHED.) /-SILL PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE, TOP PLATE (2) MIN PER NOTCH --,,,,III I PER 6/SD1 I I I I 1. \ PLATE WASHER I I I I 1 1/2" 1 I MAX, TYP. WALL FRAMING PER PLAN, TYP r -PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL NO SCALE SHEAR PLY AND NAILING PER PL/ HOLDOWN AND PER SCHEDULE CONTINUOUS WA WHERE OCCURS - PARTIAL PLAN AR PLY AND IVHIL.ING PER PLAN H 7 MIN 3" X 3" X .229", TYP STUD DIRECTLY UNDER SPLICE, TYP. TYPICAL TOP PLATE DISCONTINUITY MASA/MASAP ANCHOR OPTION PER NOTE 4 (5) 16d AT CORNER OR INTERSECTING WALL 1/2" DIA AB WITH 2" HOOK, TYP FNDN PER PLAN 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES GENERAL NOTES: (12) MIN. BETWEEN SPLICES 1.) SILL PLATE SHALL BE 2X PT DF - L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. STUD DIRECTLY DBL 2X UNDER SPLICE, TYP. I TOP PLATE 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF I ANCHOR BOLTS. INTERSECTING WALL OR CORNER WHERE OCCURS ---i TYPICAL TOP PLATE SPLICE 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. 9 TYPICAL TOP PLATE SPLICE DETAIL 6 TYPICAL FNDN ANCHOR BOLT DETAIL 3 �SDIJ NO SCALE S D I NO SCALE SD1 TOP PLATE PER 6/SD1 1-11 TYPICAL CORNER HOLDOWN DETAIL s NO SCALE �Dl ALL NON -SHEAR WALLS AND NON-BEARING WALLS TO HAVE HILTi X-CP72 SHOT PINS PER ICC Eco 07-7n A T n A" n n SLAB -ON -GRADE PER PLAN FASTENING SCHEDULE (TABLE 2304.9.1) MAX STUD SPACING CONNECTION FASTENING- LOCATION D &B, TYP 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131") ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH OPENING 3 - 3" X 0.131" NAILS TOE NAIL STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® 3 - 3" 14 GA. STAPLES DBL 2X 1 5/16" 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") 10 SCREWS 6" 2 - 3" X 0.131" NAILS TOE NAIL EACH END 2 - 3" 14 GA. STAPLES 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162") BUND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135") AT 16" O.C. 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLES AT 12" O.C. SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANEL 3 - 16d (3 1/2" X 0.135") AT 16" O.C. 4 - 3" X 0.131" NAILS AT 16" O.C. BRACED WALL PANELS 4 - 3" 14 GA. STAPLES PER 16" 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS END NAIL 3 - 3" 14 GA. STAPLES 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") 4 - 3" X 0.131" NAILS AT 8" O.C. TOE NAIL 3 - 3" 14 GA. STAPLES AT 12" O.C. 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS END NAIL 3 - 3" 14 GA. STAPLES 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. 3" X 0.131" NAIL AT 8" O.C. FACE NAIL 3" 14 GA. STAPLE AT 8" O.C. 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. 3" X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLE AT 12" O.C. DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162") 12 - 3" X 0.131" NAILS LAP SPLICE 12 - 3" 14 GA. STAPLES 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131 ") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131") AT 6" O.C. 3" X 0.131" NAIL AT 6" O.C. TOE NAIL 3" 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162") 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131'") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2" X 0.131'") TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.16:2") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2" X 0.16:2") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131'") 2 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 21. 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131"') FACE NAIL 22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131"') FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162") 24" O.C. 3" X 0.131" NAILS 16" O.C. 3" 14 GA. STAPLES 16" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192") AT 32" O.C. FACE NAIL AT TOP AND 3" X 0.131" NAILS AT 24" O.C. BOTTOMSTAGGERED ON 3" 14 GA. STAPLES AT 24" O.C. OPPOSITE ENDS 2 - 20d COMMON (4" X 0.192") 3 - 3" X 0.131" NAILS FACE NAIL AT ENDS AND 3 - 3" 14 GA. STAPLES AT EACH SPLICE 25. 2" PLANKS 16d COMMON (3 1/2" X 0.162") AT EACH BEARING 26. COLLAR TiE TO RAFTER 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS TOE NAIL 4 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162'") 3 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3-3"X0.131"NAILS 3 - 3" 14 GA. STAPLES 29. -JOIST -TO BAND -JOIST- - 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD.' 1/2" AND LESS 6d' SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8" X 0.113" NAIL" 19/32" TO 3/4" 8d OR 6d' 2 3/8" X 0.113" NAIL° SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 7/8" TO 1" 8d' 1 1/8" TO 1 1/4" 1Od"OR 8d° TO FRAMING) 3/4" AND LESS 6d- 7/8- TO 1" 8d' 1 1/8- TO 1 1/4- 1 Odd OR 8d- 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d' 5/8" 8d' 33. FIBERBOARD SHEATHING' 1/2" No. 11 GAGE ROOFING NAIL' 6d COMMON NAIL (2" X 0.113") No. 16 GAGE STAPLE' 25/32" No. 11 GAGE ROOFING NAIL" 8d COMMON NAIL (2 1/2" X 0.131") No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 4d' 3/8" 6d` a. Common or box nails are permitted to be used except where otherwise stated. b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") d. Common (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") f. Corrosion -resistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099"; 8d - 2 1/2" x 0.113") nal g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch length for 25/32 sheathing. i. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 inch sheathing and 1 1/2 inch length for 25/32 sheathing. Panel supports at 16 inches (20 inches If strength axis in the long direction of the panel, unless otherwise marked). I Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. 2 1/2- MAX. DEPTH FOR 2X4 PLATE 3 1/2- MAX. DEPTH FOR 2X6 PLATE i-�-5 1/2- MAX A (5) 1 rr�+._i.:. WALL CONTINUES WHERE _ I -----WALL PER PLAN N PARTIAL PLAN AT TOP PLATE CORNER AND TEE 7 -AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS A DBL 2X TOP PLATE 1 4'-0" MAX AT (3) STORY AND TALLER ST126 STRAP, U.N.O., 12" MAX PER DETAIL BELOW CENTERED ON DISCONTINUITY 5" MIN 6'-0" MAX AT (1 ) -AND 2 STORY PT DF -L N*44N (SEE SHEAR WALL SCHED.) /-SILL PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE, TOP PLATE (2) MIN PER NOTCH --,,,,III I PER 6/SD1 I I I I 1. \ PLATE WASHER I I I I 1 1/2" 1 I MAX, TYP. WALL FRAMING PER PLAN, TYP r -PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL NO SCALE SHEAR PLY AND NAILING PER PL/ HOLDOWN AND PER SCHEDULE CONTINUOUS WA WHERE OCCURS - PARTIAL PLAN AR PLY AND IVHIL.ING PER PLAN H 7 MIN 3" X 3" X .229", TYP STUD DIRECTLY UNDER SPLICE, TYP. TYPICAL TOP PLATE DISCONTINUITY MASA/MASAP ANCHOR OPTION PER NOTE 4 (5) 16d AT CORNER OR INTERSECTING WALL 1/2" DIA AB WITH 2" HOOK, TYP FNDN PER PLAN 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES GENERAL NOTES: (12) MIN. BETWEEN SPLICES 1.) SILL PLATE SHALL BE 2X PT DF - L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. STUD DIRECTLY DBL 2X UNDER SPLICE, TYP. I TOP PLATE 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF I ANCHOR BOLTS. INTERSECTING WALL OR CORNER WHERE OCCURS ---i TYPICAL TOP PLATE SPLICE 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. 9 TYPICAL TOP PLATE SPLICE DETAIL 6 TYPICAL FNDN ANCHOR BOLT DETAIL 3 �SDIJ NO SCALE S D I NO SCALE SD1 TOP PLATE PER 6/SD1 1-11 TYPICAL CORNER HOLDOWN DETAIL s NO SCALE �Dl ALL NON -SHEAR WALLS AND NON-BEARING WALLS TO HAVE HILTi X-CP72 SHOT PINS PER ICC Eco 07-7n A T n A" n n SLAB -ON -GRADE PER PLAN / n \ / T_11 1 _ _ STUD WALL ELEVATION KEY 16" A �� MAX STUD SPACING H TRIMMERS PER SCHEDULE D T&B, TYP U.N.O. D &B, TYP SINGLE POUR CONDITION A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH OPENING I----- OPENING -j © STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS / n \ / T_11 1 _ _ STUD WALL ELEVATION KEY "SIMPSON HOLDOWN MODEL NUMBER HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUD/S PER SCHEDULE SINGLE POUR CONDITION A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH (E) NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED © STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS 2X WALL OPENING SCHEDULE (U.N.O. ON PLAN)I (110 MPH, EXPOSURE C) OPENING WIDTH TRIMMER/S KING STUD/S UP TO 4'-0" (1) (1) UP T UP T HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) "SIMPSON HOLDOWN MODEL NUMBER MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOLDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SINGLE POUR CONDITION TWO POUR CONDITION HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) "SIMPSON HOLDOWN MODEL NUMBER MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOLDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SINGLE POUR CONDITION TWO POUR CONDITION HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" 0 6'-0" (2) (1) " GENERAL NOTES: (2) (2) 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. TYPICAL STUD WALL ELEVATION s TYPICAL HOLDOWN SCHEDULE r 2 NO SCALE TOP PLATE PER 6/SD1�� PROVIDE PANELS MFR, 1/8 BLOCK AT AL 16" MAX SPACING - L�D 1 NO SCALE ��S D 1 CORNER WHERE OCCURS (5) 16d NAILS AT LAPPED CORNERS, TYP L ---TI---�-- I, I I° I I°I I � GAP BETWEEN FIELD NAIL PER AS REQ'D BY II I I I I SHEAR WALL SCHED. " MIN II I°I I 11 II II II II II II EN PER SHEAR II II i WALL SCHED. AS RM'D I I°I II II11 EDGES, TYP I I I l l COMPRESSION I N I I �S 1 I I POST AS REQ'D _ I EAR PLY PER HOLDOWN PER SHEAR IIWALL SCHED. II SCHEDULE 'TUD I 11 II II I I,I I�I I°I I I II II II II Il I HOLDOWN PER II lI I°I I°I II SCHEDULE I°I li II II I II II Ia II II �I I°I II bl I°I I1 II II II II II II II II I II II iI I°I I -.--LL SILL PLATE AND AB SIZE/SPACING PER SCHED. FOUNDATION PER PLANS " MAX NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL FASTENING SCHEDULE 10TYPICAL NON-BEARING WALL DETAIL TYPICAL SHEAR WALL ELEVATION NO SCALE �ID1 NO SCALE SD1 NO SCALE SD1 ERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CCO� �JDE'COMPLIANCE DATE , �N.' - - - B'`� SHEAR WALL LEGENDN _ STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) 2X MUDSILL 12d 0 7" O.C. 8d 0 6" O.C. 8d 0 12" A35 AT 2'-8" O.C. 260 6 AB 0 V-9" O.C. O.C. RBC AT V-8" O.C. 2X MUDSILL 12d 0 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. A35 AT V-8" O.C. 350 4* AB 0 2'-9" O.C. RBC AT 1 -2 O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULE NO SCALE Q�OFESS/0/q �--A Z D- c`�No. 75688m E . 6/ 0/18 S� CIV1\- q�FOF CALF 10/26/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com un 0 Q U W W J U =\1 WO C) DC (-n0 W C,:�0 U zQ W0 OC 0� DC DC T O Lr) 0 U REVISIONS: DATE: 10/26/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-331 SHEET: SD1 FOUNDATION PER PLANS " MAX NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL FASTENING SCHEDULE 10TYPICAL NON-BEARING WALL DETAIL TYPICAL SHEAR WALL ELEVATION NO SCALE �ID1 NO SCALE SD1 NO SCALE SD1 ERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CCO� �JDE'COMPLIANCE DATE , �N.' - - - B'`� SHEAR WALL LEGENDN _ STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) 2X MUDSILL 12d 0 7" O.C. 8d 0 6" O.C. 8d 0 12" A35 AT 2'-8" O.C. 260 6 AB 0 V-9" O.C. O.C. RBC AT V-8" O.C. 2X MUDSILL 12d 0 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. A35 AT V-8" O.C. 350 4* AB 0 2'-9" O.C. RBC AT 1 -2 O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULE NO SCALE Q�OFESS/0/q �--A Z D- c`�No. 75688m E . 6/ 0/18 S� CIV1\- q�FOF CALF 10/26/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com un 0 Q U W W J U =\1 WO C) DC (-n0 W C,:�0 U zQ W0 OC 0� DC DC T O Lr) 0 U REVISIONS: DATE: 10/26/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-331 SHEET: SD1 GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULE NO SCALE Q�OFESS/0/q �--A Z D- c`�No. 75688m E . 6/ 0/18 S� CIV1\- q�FOF CALF 10/26/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com un 0 Q U W W J U =\1 WO C) DC (-n0 W C,:�0 U zQ W0 OC 0� DC DC T O Lr) 0 U REVISIONS: DATE: 10/26/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-331 SHEET: SD1 NOTE: PROVIDE 2" MINIMUM SIDE COVER FROM EACH EDGE OF COLUMN BASE TO EACH EDGE OF SLAB. COLUMN PER PLAN SLAB -ON -GRAD PER PLAN--\ POST BASE PER PLAN, E =CENTERED ON FOOTING BELOW OX SLOPE FINISHED GRADE, OR CONCRETE BY OTHERS, AWAY FROM FOUNDATION o o 0� O .O .o E .6 THICKNESS 3" CLR 3" 3" C FTG TYPE PER PL N = I 1 —III II zz 3" CLR a. �%PERPLAN REINF. PER PLAN NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. TYPICAL POST FOUNDATION DETAIL 6 TYPICAL SPREAD FOOTING SCHEDULE 3 NO SCALE �D2 NO SCALE FORCE WITH #4 >" O.C. E.W. `r._...._T..._ PROVIDE 6" MIN WIDTH STEM BEYOND PER 4/SD2 WITH #4 TOP HOOKED AT EACH END AND #4 VERT 1/2- LIP AT GARAGE 12" OC, (3) MIN PER WALL SEGMENT DOOR OPENING WHERE REQUIRED 1/2" ISOLATION JOINT �.:_ ;: 1/2" ISOLATION i PAVEMENT AND SJOINT BEYONDte_ LOPE I• ELEV. PER ARCH SUBGRADE BY OTHERS CONCRETE SLAB -ON -GRADE NATURAL% o �. PER PLAN. SLOPE PER - GRADE LINE o O ARCH I � — �............ 12" MIN 1 1/2" (2) LAYERS OF CLR • , BUILDING PAPER " CONC SLAB PER LSD2 30LATION JOINT ',ONCRETE SLAB -ON -GRADE 'ER PLAN. SLOPE PER kRCH WHERE REQ'D ELEV. PER ARCH \SPREAD FOOTING PER 3 CLR (2) #4 TOP AND PLAN WHERE OCCURS BOTT, CONT THIS LINE �12"� NOTE: SEE DETAIL 1/SD2 FOR ADDITIONAL INFORMATION. TYP GARAGE DOOR OPENING FNDN DTL 5 TYPICAL FOUNDATION DETAIL 2 NO SCALE L�D2 NO SCALE CURB PER ARCH.` JOINT 1/8- MIN (2) #4 6" MAX SLAB STEP WIDTH 1/4" MAX /CONTINUOUS SEE PLAN 1" DEEP MIN ,/ SLAB EDGE • =III= I=III 1 =III=III WALL FRAMING PER PLAN III =11 , II SD2 .PERMITC-1).# � `C' C 1� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE'COMPLIANCE DATE sZ- l BY WALL FRAMING PER PLAN (1) #4 CONT. #3 AT 12" O.C. III R NATURAL SHEAR PER PLAN PT DF SILL AND 1'-0" II o GRADE WHERE OCCURS - PT DF SILL AND AB PER 3/SD1 /—SHEAR PER PLAN AB PER 3 SD1 SEE 1 /2" ISOLATION JOINT WHERE OCCURS NOTE 3 PROVIDE 3/4" CHAMFER CONCRETE DIMENSIONS PER DOES NOT OCCMERE WALL UR TYP PERBP 0 N GRADE EN OVE CONCRETE SLAB -ON -GRADE //1/4- ROUGHEN SURFACE ARCH EN --6/- PER PLAN. SLOPE PER AMPLITUDE DIMENSIONS ARCH _ ' MECH. PAD #4 CONT PER ARCH " OR CURB TYP " 1f-0" 8" MIN 6 MIN I� ELEV. PER ARCH II 1 1/2"8" MIN #4x4'-OSEE " 4 SLAB TIES CLR MIN AT 1'-6" O.C. NOTE 3 SLOPE GRADE II # " o 0 0 o I SLOPE FINISHED • AWAY FROM FNDN AT 4'-0" OC o TYP _.. __..GRADE AWAY _..__ . HMO') #4 AT 24" OC VERT, #4 ° •---FROM FOUNDATION AT 18" OC HORIZ, WHERE#4 AT 24 OC VERT, #4 ( " AT 18" OC HORIZ WHERE STEM WALL HEIGHT > 1 -6 —6 MIN 3 AT I=III ((I=III=III= = III=) STEM WALL HEIGHT > 1'-6" 112" MIN 4 CONT TOP AND BOTT 12" MIN 2" III III III I - I $" #------ -0 a 12 O.C. 1.-0" --____...... _ _ -- 2x4x2'-0 KEY #4 CONT TOP AND BOTT TYP. SLAB /Z#3 AT 1'-6" O.C. AT 3'-0" O.C. CONSTRUCTION _ J-1 REINFORCING 1,—O" JOINT " " I SPREAD FOOTING PER PER PLAN 3 CLR, TYP 12" SPREAD FOOTING PER 3 CLR, TYP12 �I� PLAN WHERE OCCURS NOTES: PLAN WHERE OCCURS 1. PREPARE SUBGRADE PER SOILS REPORT IF APPLICABLE. 2. SEE PLAN FOR RECOMMENDED SLAB REINFORCING. 3. MAY REDUCE DIMENSION TO 6" IF WALL ABOVE DOES NOT OCCUR. 4. GENERAL CONTRACTOR SHALL PROVIDE CONTROL AND CONSTRUCTION JOINT LAYOUT PLAN FOR ENGINEER'S REVIEW PRIOR TO CONCRETE PLACEMENT.1 TYPICAL SLAB -ON -GRADE DETAILS 7TYP EXTERIOR GARAGE WALL FNDN DETAIL 4 TYPICAL SLAB FOUNDATION DETAIL NO SCALE ��D 2 NO SCALE �D2 NO SCALE �SD Q��FESS/oyq K. Fri �No. 75688' -70 6/ 0/18 s� CiVi\- 9TFOF CALF 0� 10/26/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com (A Q LLJ 0 Q U LU LU J U - L� LU 0 C) or - CA 0 CCA0 w 1 ry- C) U zQ LU 0 rel DC I..L� Q = 0 Ln 00 Q U CL REVISIONS: DATE: 10/26/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-331 SHEET: SD2 FOOTING SCHEDULE FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 1'-6" 1'-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F3 3'-0" 3'-0" 12" F3.5 3'-6" 3'-6" 12" F4 4'-0" 4'-0" 12" `r._...._T..._ PROVIDE 6" MIN WIDTH STEM BEYOND PER 4/SD2 WITH #4 TOP HOOKED AT EACH END AND #4 VERT 1/2- LIP AT GARAGE 12" OC, (3) MIN PER WALL SEGMENT DOOR OPENING WHERE REQUIRED 1/2" ISOLATION JOINT �.:_ ;: 1/2" ISOLATION i PAVEMENT AND SJOINT BEYONDte_ LOPE I• ELEV. PER ARCH SUBGRADE BY OTHERS CONCRETE SLAB -ON -GRADE NATURAL% o �. PER PLAN. SLOPE PER - GRADE LINE o O ARCH I � — �............ 12" MIN 1 1/2" (2) LAYERS OF CLR • , BUILDING PAPER " CONC SLAB PER LSD2 30LATION JOINT ',ONCRETE SLAB -ON -GRADE 'ER PLAN. SLOPE PER kRCH WHERE REQ'D ELEV. PER ARCH \SPREAD FOOTING PER 3 CLR (2) #4 TOP AND PLAN WHERE OCCURS BOTT, CONT THIS LINE �12"� NOTE: SEE DETAIL 1/SD2 FOR ADDITIONAL INFORMATION. TYP GARAGE DOOR OPENING FNDN DTL 5 TYPICAL FOUNDATION DETAIL 2 NO SCALE L�D2 NO SCALE CURB PER ARCH.` JOINT 1/8- MIN (2) #4 6" MAX SLAB STEP WIDTH 1/4" MAX /CONTINUOUS SEE PLAN 1" DEEP MIN ,/ SLAB EDGE • =III= I=III 1 =III=III WALL FRAMING PER PLAN III =11 , II SD2 .PERMITC-1).# � `C' C 1� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE'COMPLIANCE DATE sZ- l BY WALL FRAMING PER PLAN (1) #4 CONT. #3 AT 12" O.C. III R NATURAL SHEAR PER PLAN PT DF SILL AND 1'-0" II o GRADE WHERE OCCURS - PT DF SILL AND AB PER 3/SD1 /—SHEAR PER PLAN AB PER 3 SD1 SEE 1 /2" ISOLATION JOINT WHERE OCCURS NOTE 3 PROVIDE 3/4" CHAMFER CONCRETE DIMENSIONS PER DOES NOT OCCMERE WALL UR TYP PERBP 0 N GRADE EN OVE CONCRETE SLAB -ON -GRADE //1/4- ROUGHEN SURFACE ARCH EN --6/- PER PLAN. SLOPE PER AMPLITUDE DIMENSIONS ARCH _ ' MECH. PAD #4 CONT PER ARCH " OR CURB TYP " 1f-0" 8" MIN 6 MIN I� ELEV. PER ARCH II 1 1/2"8" MIN #4x4'-OSEE " 4 SLAB TIES CLR MIN AT 1'-6" O.C. NOTE 3 SLOPE GRADE II # " o 0 0 o I SLOPE FINISHED • AWAY FROM FNDN AT 4'-0" OC o TYP _.. __..GRADE AWAY _..__ . HMO') #4 AT 24" OC VERT, #4 ° •---FROM FOUNDATION AT 18" OC HORIZ, WHERE#4 AT 24 OC VERT, #4 ( " AT 18" OC HORIZ WHERE STEM WALL HEIGHT > 1 -6 —6 MIN 3 AT I=III ((I=III=III= = III=) STEM WALL HEIGHT > 1'-6" 112" MIN 4 CONT TOP AND BOTT 12" MIN 2" III III III I - I $" #------ -0 a 12 O.C. 1.-0" --____...... _ _ -- 2x4x2'-0 KEY #4 CONT TOP AND BOTT TYP. SLAB /Z#3 AT 1'-6" O.C. AT 3'-0" O.C. CONSTRUCTION _ J-1 REINFORCING 1,—O" JOINT " " I SPREAD FOOTING PER PER PLAN 3 CLR, TYP 12" SPREAD FOOTING PER 3 CLR, TYP12 �I� PLAN WHERE OCCURS NOTES: PLAN WHERE OCCURS 1. PREPARE SUBGRADE PER SOILS REPORT IF APPLICABLE. 2. SEE PLAN FOR RECOMMENDED SLAB REINFORCING. 3. MAY REDUCE DIMENSION TO 6" IF WALL ABOVE DOES NOT OCCUR. 4. GENERAL CONTRACTOR SHALL PROVIDE CONTROL AND CONSTRUCTION JOINT LAYOUT PLAN FOR ENGINEER'S REVIEW PRIOR TO CONCRETE PLACEMENT.1 TYPICAL SLAB -ON -GRADE DETAILS 7TYP EXTERIOR GARAGE WALL FNDN DETAIL 4 TYPICAL SLAB FOUNDATION DETAIL NO SCALE ��D 2 NO SCALE �D2 NO SCALE �SD Q��FESS/oyq K. Fri �No. 75688' -70 6/ 0/18 s� CiVi\- 9TFOF CALF 0� 10/26/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com (A Q LLJ 0 Q U LU LU J U - L� LU 0 C) or - CA 0 CCA0 w 1 ry- C) U zQ LU 0 rel DC I..L� Q = 0 Ln 00 Q U CL REVISIONS: DATE: 10/26/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-331 SHEET: SD2 3 1/2 STRAP MSTA24 STRAP AT SPLICES, U.N.O. I LENGTH SER SIM BEAM SPLICE AS OCCURS o o o L o SIMPSON COLUMN BEAM PER PLAN CAP PER PLAN POST PER PLAN TYPICAL TOP PLATE -BEAM DETAIL TYPICAL GABLE END LEDGER DETAIL � 6 � TYPICAL BEAM DETAIL I 3 PER ARCH VV RAKED PLATE I' WHERE OCCURS-' CS16 X I 2X BLOCK f " FLAT, TYP LENGTH TOP PLATE / PER 6/SD1—/ WALL FRAMING PER PLAN, TYP-- SD3 NO SCALE BOTTOM CHORD OF TRUSS BY OTHERS, 1/2 STRAP LENGTH TOP PLATE PER 6/SD1 ---E.N. �----- TYP +I II II 1+I II J _+ +—+� + —+ + E.N. TYP +I II II II II II +I I+I II II LSHEAR PLY PER PLAN, OTHERWISE PROVIDE 3/8" MIN APA RATED PLY WITH 8d NAILS AT 6" O.C. CORNER WHERE OCCURS - EDGES AND 12" O.C. FIELD TYPICAL OFFSET TOP PLATE DETAIL NO SCALE ROOF PLY AND E.N� NAILING PER PLAN .N., TYP 8 �LD J • „ 1 ROOF PLY AND NAILING TRUSS BY L2X4 FLAT OTHERS, TYP OUTLOOKER AT PER PLAN, TYP E. ' 24" O.C., NOTCH 1 1'-0" MAX 2'-0" 1 WITH TRUSS CHORD TO CUTTING. E.N. (3) 16d TOENAII FASCIA BY OTHERS----.-E.N. 2X4 FLAT MSTA24 STRAP AT SHEAR ENTIRE GABLE R AT PARALLEL TOP PLATE, UNO END PER SWS MARK "6" -- 24. O.C..,, NOTCH 24 O.C., 1/2 TOP PLATE PLY AND TOP STRAP PER 6/SD1 E.N. PLY E.N. CHORD TO SEAT OUTLOOKER LENGTH AT BLOCKS 2X BLOCK AT 4'-0" 2X BLOCK BRACT NOTCH BEAM AT O.C. WITH (4) 8d 2/SD; PERPENDICULAR TOENAILS EACH END BEAM PER PLAN PLATES, WHERE 16d AT 8" GABLE END DRAG OCCURS O.C. TO BLOCK TRUSS BY OTHERS (2) 16d CONT. 2X LEDGER (OR TOP NAILS, CHORD OF TRUSS WHERE TYP OCCURS) WITH (3) 16d AT 16" O.C. WALL FRAMING PER PLAN LSTA18 E.S.,UNO. ; NOTES: 1. CONTRACTOR SHALL VERIFY NOTCH DEPTH AND LOCATION WITH TRUSS MFR. PRIOR TO CUTTING. 2. WATERPROOFING, FLASHING, AND VENTING PER ARCH. TRIMMER/S POST PER PLAN 3. PREDRILL NAIL HOLES UP TO 60% SHANK DIAMETER AS REQ'D TO PREVENT SPLITTING. 3 1/2 STRAP MSTA24 STRAP AT SPLICES, U.N.O. I LENGTH SER SIM BEAM SPLICE AS OCCURS o o o L o SIMPSON COLUMN BEAM PER PLAN CAP PER PLAN POST PER PLAN TYPICAL TOP PLATE -BEAM DETAIL TYPICAL GABLE END LEDGER DETAIL � 6 � TYPICAL BEAM DETAIL I 3 PER ARCH VV RAKED PLATE I' WHERE OCCURS-' CS16 X I 2X BLOCK f " FLAT, TYP LENGTH TOP PLATE / PER 6/SD1—/ WALL FRAMING PER PLAN, TYP-- SD3 NO SCALE BOTTOM CHORD OF TRUSS BY OTHERS, 1/2 STRAP LENGTH TOP PLATE PER 6/SD1 ---E.N. �----- TYP +I II II 1+I II J _+ +—+� + —+ + E.N. TYP +I II II II II II +I I+I II II LSHEAR PLY PER PLAN, OTHERWISE PROVIDE 3/8" MIN APA RATED PLY WITH 8d NAILS AT 6" O.C. CORNER WHERE OCCURS - EDGES AND 12" O.C. FIELD TYPICAL OFFSET TOP PLATE DETAIL NO SCALE ROOF PLY AND E.N� NAILING PER PLAN .N., TYP 8 �LD J TRUSS BY OTHERS — CLIP AND SPACING PER PLAN/SHEAR WALL SCHEDULE, OTHERWISE 4'-0" O.C. HADD 2X4 FLAT TO BRACES LONGER THAN 6'-0" WITH 16d AT 12" O.C. 2X6 BRACE AT 4'-0" O.C. WITH (5) 16d NAILS EACH END E.N. v2X BLOCKING AT 4'-0" O.C., TOP PLATE PER 6/SD1/T&B, (3) 12d T.N. EA. END (3) 16d T.N. EA BLOCK SHEAR PER PLAN, WHERE OCCURS WALL FRAMING PER PLAN TYPICAL TRUSS DETAIL NO SCALE 7 SD3 SIMPSON STC CLIP /AT EACH TRUSS 1/2- GAP NON-BEARING WALL WALL PERPENDICULAR TO TRUSS SIMPSON DTC CLIP AT LSD3j NO SCALE SD3 ROOF PLY AND NAILING PER PLAN � 1'-0" MAX i 2F-0" —�- (3) 16d TOENAILS /E.N. _,,,E. N. FASCIA BY OTHERS NOTE: CONTRACTOR S DEPTH AND LO MFR. PRIOR TO E.N. HALL CATION • „ 1 TRUSS BY L2X4 FLAT OTHERS, TYP OUTLOOKER AT 24" O.C., NOTCH 1 VERIFY NOTCH TRUSS BY OTHERS — CLIP AND SPACING PER PLAN/SHEAR WALL SCHEDULE, OTHERWISE 4'-0" O.C. HADD 2X4 FLAT TO BRACES LONGER THAN 6'-0" WITH 16d AT 12" O.C. 2X6 BRACE AT 4'-0" O.C. WITH (5) 16d NAILS EACH END E.N. v2X BLOCKING AT 4'-0" O.C., TOP PLATE PER 6/SD1/T&B, (3) 12d T.N. EA. END (3) 16d T.N. EA BLOCK SHEAR PER PLAN, WHERE OCCURS WALL FRAMING PER PLAN TYPICAL TRUSS DETAIL NO SCALE 7 SD3 SIMPSON STC CLIP /AT EACH TRUSS 1/2- GAP NON-BEARING WALL WALL PERPENDICULAR TO TRUSS SIMPSON DTC CLIP AT LSD3j NO SCALE SD3 ROOF PLY AND NAILING PER PLAN � 1'-0" MAX i 2F-0" —�- (3) 16d TOENAILS /E.N. _,,,E. N. FASCIA BY OTHERS NOTE: CONTRACTOR S DEPTH AND LO MFR. PRIOR TO E.N. HALL CATION • L2X4 FLAT OUTLOOKER AT 24" O.C., NOTCH VERIFY NOTCH PLY AND TOP 1 WITH TRUSS CHORD TO CUTTING. SEAT OUTLOOKER 1 GABLE ENDADD 2X4 FLAT TO TRUSS BY OTHERS BRACES LONGER EACH TRUSS-7SHEAR ENTIRE WALL THAN 6'-0" WITH PER SWS TYPE "6" 16d AT 12" O.C. 2X6 BRACE AT A35 CLIP PER SHEAR WALL 4'-0" O.C. WITH 1/2" GAPS' SCHEDULE, OTHERWISE (5) 16d NAILS TRUSS BY 4'-0" O.C., TYP. EACH END OTHERS, TYP — 2X4 BLOCK AT 4'-0" O.C. PROVIDE GAP BETWEEN PANELS NON-BEARING WALL WITH (2) 16d EACH END AS REQ'D. BY MFR., 1/8" MIN. • E.N., TYP 2X BLOCKING AT 4'-0" O.C., WALL PARALLEL TO TRUSS DBL TOP PLATE T&B, (3) 12d T.N. EA. END PER 6/SD1 \(3) 16d T.N. EA BLOCK NOTE: ATTACHMENT OF FINISHES IS BY OTHERS AND MUST BE INSTALLED TO SHEAR ENTIRE WALL WALL FRAMING PER PLAN PER SWS TYPE "6" ACCOMMODATE VERTICAL DIFFERENTIAL MOVEMENT BETWEEN THE TRUSSES AND THE NON-BEARING WALLS. TYPICAL NON-BEARING WALL AT ROOF 5 TYPICAL GABLE END TRUSS DETAIL MSD NO SCALE SD3 NO SCALE PERMIT #'(; r L \ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODECOMPLIANCE fi �Ir BY DATE — TRUSS BY OTHERS ROOF PLY AND NAILING PER PLAN RBC CLIP PER SHEAR WALL SCHEDULE, ROOF PLY AND OTHERWISE 4'-0" O.C., TYP. NAILING PER PLAN RBC CLIP PER SHEAR E.N:-,� WALL SCHEDULE, SOLID BLOCKING OTHERWISE 4'-0" O.C., TYP. E.N. /SOLID BLOCK SOLID BLOCK WITH WITH 12d AT H2.5T EA. TRUSS x �12d AT 16" O.C. 16" O.C. E.N. FASCIA BY OTHERS `.` TOP PLATE PER 6/SD1 H2.5T EA. TRUSS AND E.N. E.NI� H2.5T EA. SHEAR PER PLAN - BEAM PER PLAN WHERE OCCURS 5/8" RATED (40/20) TRUSS SOLID BLOCKING SHEATHING WITH 8d AT 6" O.C. E.N. AND 12" O.C. F.N. BEAM PER PLAN DBL TOP PLATE WALL FRAMING PER PLAN SHEAR PER PLAN - PER 6/SD1 OVERHANG SHEAR TRANSFER DETAIL 4 TYPICAL EAVE DETAIL NO SCALE (_LD 3 NO SCALE ROOF TRUSSES BY OTHERS oQ�oFESS�oN9l �< K. B F �v � 2 "fNo. 756887" E . 6/ 0/18 S� C I V 1 L q�FOF CALF 0� 10/26/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com Ul Uj Q U LLj LU J U - 1..1..E L,_, 0 cn 0 I•••� LU ry- 0 U zQ LSI 0 orf cr_ rt" IDC Li.. Q = V 1 O Lfi Ln 00 Q U r REVISIONS: DATE: 10/26/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-331 SHEET: JSD