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HomeMy WebLinkAbout055-370-105�. ` . ` � � ` o�WmTr�pou�Ts ' . ' - osP�nnwsmT��Puo�|��mnmo ' � � �8Owomu,ia| �ay. Cmm�— pxona� 8S�'e751 ` ~ � r Coumy Con�a, onvo. OmviUo— P�one o3o'n�1 � . 74r smo� Roao. Pemuive— Pxono� oru�uor �� . - � ' �wN�������N��N� N���N�w� ����~ �� ' � umvcn , r�n�// mu. `] ` .. —__ —__-----_-- —_-- _--= -------- -__� __._—^ ~^'~' ~^ ~~ ~ - ~~^~~ . � , � ~^ ' . ' -� / ` |nopao�x ' ' ~ �~ . ' � �'' �_~ ~ ,� - y PROPOSI 'f G _n !r YriX Al PR )POSED-0LAR ARRA` BRACE (KICKE LEFT ELEVATION ` SCALE 114y'= 1r,O" FB2"x3/16"x VERIFY FOR LAG BO' TO TUBE CLEARAN( TS 1.5"x 1.5"x.09" BRACE (KICKER) 5/16" x 1 1/2" LAG BOLT EXISTING EXTERIOR G N4 BLOCKING BETWEEN EXISTING STUDS W/ 2)16d EA. END, TYP. 2 EACH BRACE LOCATION EXISTING STUD WALL 5/16"x3" LAG BOLT BRACE @ WALL DETAIL METAL FRAME @ BLOCKING mi TYP. Y—S O2T TO SCALE NOT TO SCALE BUTTE COUNTY BUILDING DIVISION APPROVED FRONT ELEVATION SCALE 11/4" 11"C1. DC DC DISCONNECI D18CONNECT W/BREAKER W/BREAKER 7-' r--------- DC OUT r------ WIRING BOX SOLAR ARRAY 1 I I I I 1 I I I PUBLIC POWER I SMA SWR2500 S�A SWR2500 INVERTER INVERTER I I 1 1 I 1 I I 1 I I 1 I SCHEMATIC FOR INVERTER CONNECTION NOT To SCALE SOLAR GENERATION WITH TWO "SUNNY BOY" INVERTER J _. REVISIONS t -- 1 0) O z F- 0 ¢ 00 O Lo m Q ao 0) o I 1 L N j L() Ln �O� � Q� Z� � w Z `/ �' `/ L.LLL a z a MAIN PANEL w � � J o © o 5�� Ill Z O UU O ❑ MAIN BREAKER 5 ¢ ¢ 1 Z e 1 j TYPI AL 20 AMP Q 0 20 AMP TYPICAL I I 1 HOE -L-obs 20 AMP a 20 AMP HOUSE LOADS 1 j 20 AMP Q 0 20 AMP 1 1 CUTTLEi HAMMER 20 AMP Q 20 AMP 1 DG222U B 10' MAX. 20 AMP a 0 20 AMP { r 20 AMP 20 AMP ------- L---------------------- 60 AMP a 20 AMP j I I I 1 LOC DISCO LE 1 1 I------------------------- L - SWI NECT CH --- --------------- 0 20 AMP � 1 1 GROUND ------- SCHEMATIC FOR INVERTER CONNECTION NOT To SCALE SOLAR GENERATION WITH TWO "SUNNY BOY" INVERTER J _. REVISIONS t -- z 0) O z F- 0 CLUU � 00 O Lo w� O Q ao 0) o w wwQ-Tr aZUcc) w w°°v� w L N rn w O U L() Ln �O� w 0 F- Z� It w Z Lo DATE: SCALE: AS SHOWN DRAWN: DSJ JOB: SHEET Al OF SHEETS z 0) O L O cu 2 F- 0 CLUU � 00 O Lo z �z JO Q U H W w 0 F- Z� It Z Lo o L.LLL F - 'Q w U DATE: SCALE: AS SHOWN DRAWN: DSJ JOB: SHEET Al OF SHEETS 0) L O cu 2 LL > U t CLUU � 00 O Lo DATE: SCALE: AS SHOWN DRAWN: DSJ JOB: SHEET Al OF SHEETS worry THIS llii6"_. PWPAFtQ' Ff�a'#f` CWPUT'ER INKff (l EiAOS S DI3+E I l5I Ut9'si TES 851 Ti2i b ..�._.. .��. ..�......�.._�:_ T€}P 2X CIW�: _ �t ,,Fid: T. k -L€IC L. R: la 2°9 A-69 H_50 12.31 16-71 80T , - 2X& FI; -LAM -f 41 Sim, -2X4 F;R-LAf ST1�t+Oli HC X-LQC L -R _ 029 4 _ 69 it_ 5�- i� . 3' 15.71 C to t�uaaF nsPO��9 E' WM 2£ItPLET i9USES r��3�RE0 ]EXIS FAS7FK; T%ETHc;j'` jTH : 1£D3 WAILS ''tt ALL PLATES ARE CENrit Ei 0N__ JOINT' MUSS- OTHERN SE IN�i}ICAT€€ -. TOP, CH: - - iii 0>C _ SEE E3Rt�s. 130 S. 150/I60A-F FDR-T'YP- PLATE LGCAT'IOWDETAILS:_ SIBS ----- ------_-- a' 0-C. 5TAGSERED`fD BOT CN ` OWRACTOA WA' ONG. NOTE; (i] 1'/2" 3Ia _ T} J ' _. MAY BE SU85TITLTEU �► F IG-TgL1tSS IS OESgGNEDt T© BEAR ANOJOR; SUPPORT FOR (21- 60, HAILS IN B f` 1 CHORD ONLY- AWITIEINAL. LUADS`AT SPECIFIC LOCATIONS. PAR�CI.EAR CAR£: IS ADVISED W.MNis INSTALLATION, TOP CF-10MI SHALL DE LATERALLY OPACED NI3N 'P RLY CONNECTED -- � TC3' ENSURE TNA _ THIS- TallSS 3.r Et�£G?FI3 PR�EALY., IS PUF{L.�� S, PAC€iD AT .A KAXI14UM OF 2d' O -C. N I CONNECTOR PLATES= UESIGN€0 FOR GREEN LUMBER' PER'MS' `c� . AL'I MAILS SPEC%FIEAFS COIN WIRE NAIL TABLE S-iaw NOTE. 2X4 .43 H94-fIR OR BETTER C, LMS LATERAL 'BCFTOR Tse a,ddjtSaa: to � s�t6ltftq s�cbedale sbcs+ia` above-, use. CHORD BRACING @ 72" WAX. H.i,_ REf#lIi�i1. ATTACH WITH 7 -Ii& -malts as_siiantn`ciYc% for ford tzamfer 2-35d -NAILS_ BRACIRv IS WT REGUIREQ IF A RIGID CEILI1*. at a4alren`rat i' load paiat`C ; eat, I apg1l IS A-TTACWD I)IgFC LY 70 BOTTOMG _ BRACING MATERIAL 'ENDS -- , TO SEE `SUPPLIED AND ATTACHED AT BOTH TO A SUITABLE ss Ss designed. to caszy Drawog 99111261aI1 (from; SUPPORT BY EPECTION CONTRACTOR' left to 'ri ) at 9 i}-�i fiaain ; is tt�r tottIM chord to one faux_ CanventiouaL fraaing is uot the- responsibi it.w of the truss is addttloa, r fn s of_f terries 1fl Il -8 soar fraaing; to c3esitq��eerE Flatees' oacxaFactater, nor truss. fa�riratar_ Persons the bottot chord- _ Opposite face. suMorts 2-0-0 T�C:IB' :_ split _re�tin4 to csare cai.Ucae;d to sock advice by local %adfag'. _ gro►fessional engineer regarding CQoVentional. framiQr_ r 4?'Pqtr to Drawing- for- truss reaction fzeslag rJ�� R cbmectiaa ;For. I0-11-8 trusses at 24' fD_G_ .to isssoa =6- See catalog C-909-1. bottom chorda S_ s tl3ss lo�tfoa". inn. €or 32 °i'aG�Iag' 89�-I$�(%4� `ling s_aecifications_ . tttxntrated Toad:: Slagsoss.li'd 26� Set fries Ziisg scLfcat%ns. 4X8_ $ice 1c. ger 3XG (Al.), ��-, t-0 fin 3X6. iA fl, Y,4 4XE X4" � i I2_50it (A)— �q ip yg y am p (�i� _ ENI 2"O-0. 8-5-0 $-b—o t i7-0-4 QTR 2 SUPPURTS A DDR, :I 'v#- 3 5" _ A-28234 -V- 3-50 _. PLT_ T1rP- iPIi SEG -5 1315 _ r=Um.4tS+ A Cam OF TMIS' BEMG1* Tai' EFECTION CGMTRACTOR PE.V 15_4-x7 SCALE _ 0.1875 a : •=s- a• C= . ,E�_' XIM€ 0RTAHT*_* a,3 �i E`a 'r. pF �.��.E� AANZP v- r �a'� usis>tsr Oki MSIGN cu UBC REF __62153 - �—amm TC LL 30.0 PsF UATE 05/06/91 r C3 a; a a o_ o o r.ar, e�sr r�WIN-WE s� Unin ,ac �' zs air aE''srtt:r srraw �ssc sT res= rtrs m.cw.w..w.as.�surac ++.rt _ fire aas rtar SCrrrpac rEma TC OL 10-0 PSF {3F2ti1Fr CJUsRA2 , 44112M12 ... a�atr�v s�a� �s c» c<ramr cam Vie° �4 h�Tz1G i! _ w "a :. acvt s•Qc �ermves-. ssr us'. ass.asa > i700 'lNtL.'� LtAa1tSY CA 8C a-_ 5 _ 0 PSF C1i-r,,��' .C. G G _ a Q +wat >a wtw fKB' AT, E4 #n ao ware: oo�►_ er�c +erre a� t .oa.•e. aars.��,v�.u. -r .n.' .ase�t c z+o4n.+a,.w acct. osao mz» +acaa �n.nar v. roc ':Lr MT am �+uz TOT_tD . 45.O PSE 1.15 0/A LEN- 17 -0-0 r�a T s7 T:C.f'� R s�,�,� . �Ta SsaO+os= +Rr+r swaSCZE. �ssoda Ac, SPEUM W C=305® WR _FAc ., r i U Q. a= 477- �,i i=3; a r �rx.sy gra--•er ra�s�r _ f�6 TGe 5 z t. SAAGING SEE A8t11+c 7YFf COMN--- . _: ':.—.i►I.. –, 1st yGRC-7�6I rtfC at; ' writOra..:C�rsa. S7L�:3tttr0sat..tB� - - JOB, 2.8225 SRANDALL • THIS DWG: PREPARED FROM C.7MPUTER.INPUT (LOADS & DIMENSIONS) SUBMITTED 8Y TAUSS'MFR_ TOP CHORD 2,X4 FIR -LARCH Ii - TC X -LOC L -R: 0-29 6_.20 12.00 17.80 23-71 n BOT CHORD1 2X4 F'IR-L.APCH #1 D WEBS 2X4 FIf+-Ll+ ?CH STANDARD - SC..X-LOC L -R: 0.29 8_ 1A 15_86 ,23.71 ,c _ n CONNECTOR PLATES 'MUST BE INSTALLED IN: ACCGRDANCE 'WITHSINGLE. CUT WEB #-TC: i, 4 � REQUIREMENTS' OF I.C.B'.,O, RESEARCH REPORT #2949. (U) BOTTOM CHORD CHECKED FOR 10 PSF LTTE LOAD. v ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT" WHEN LOCATED BY rR DIMENSION. TOP CHORD SHALL BE LATERALLY BRACED WI:t PFUPERLY CONNECTED os SEE DRAWING 130 FOR "PLATE 'LOCATIONS ON TYPICAL JOINTS.' PURLINS, SPACED AT A MAXIMUM OF 2A" O.L. NOTE: 2X4 3 HEM-FIF OR BETTER C0[ S"";,OUS LATERAL BOTTOM CONNECTOR PLAJES DESIGNED FOR GREEN LIMBER PER NDS H "CHORD BRACING @ 72"-MAx_ O.C. REOUIRE�. ATTACH WITH TABLE 8.18. 0 = 2-16d NAILS, BFfXCING IS NOT REQUIRED . IF A RIGID CEILING ' o IS ATTACHED DIRECTLY TO BOTTOM CHORD_ BRACING MATERIAL N TO BE "SUPPLIED AND ATTACHED AT 'BOTH. ENDS TO A SUITABLE SUPPORT BY EREMON .CONTRACTOR - 4X4 _ 1X3 1X3 - 8_00 ' + _ _ 8.00 - 2X5 - 2X6 3X4; 3X4 3X4 `„ass . LOIN 12-0-0 Z_0-0 t E 93 *i r•_ CIJtt, 24-0-D OVER 2 SUPPORTS .� \•'�n. � ` ~—_f R -J222# K- 3.Sil' - A -1222f R- 3..30" PLT_ TYP_—ALPINE SEON-- 90418 FURNISH A COPY OF THIS_DESIGN TO ERECTIOr1 CONTRACTOR REY 15_3.4' SCALE: = 0..2500 ALPINE rwumzmo mo=r. ITca Tq$Sf s rsoulne M EME CAM' DESIGN CRIT; UBC REF 8427--8162 Q -r= *-X!'MPORTANT*.X muLL fan IE mS7Co9ME F6, AW WARNING IM xa ouWl MCT10K .w - �T1.6,S - - -. ma+riw � TC -LL 30.0 'P=F DATE Opt/27/90 . Q Q Q STICK ,>{� Ia�tzatA1104 00 AW DMATIM4 - Q Q d Q TwiS �SIB� e" 1xT fllLlii TD BRAD Tt*- M O la C**V W= =WC -MARY n0 ZCC0N )O►TIvpjG STI . FEF. TC OL 1� 0 PSF �ORWG CAMR427 "80117402 , c cr o IW -aruTlT ST. NOM ri=se' bT tvi. ALPINE Ca:ECTD;G TKS MSICH €IM 1LUIFICittL. SPECUL vlwu- . - [= Q' Q O --. safRf D r, W 70 itt7i GLVAMIED VMM- L" -M NEx, a -C' * nEDt72N>�Cz. t11EES DriE�+[IfE - f CA SC IaL- (Lj) rJ - 0 PAF CA -ENG o A(� T 3 Dr atISE 4oMt �>TTrc aeana[�crrts a AS I;.s. GRACE r, c+.i- zry cloy s+`LL zf IsTEcuct.r:e 1 cs o ssvgY COMECUM TQ MTp rtrc5 aT Eja+-xfT►Y[ .+o YDGTC �s rlTx N�E[iT ♦nsr3�p rt�"Doo s.FaT++2>S ,gym . - TOT.LD. 45.0 PSF n/A LEN,. 24-0-0 s'.xsII�L-XIDTIS.AiE :' rfalx+t urcdss o,ic,"ssz sta+N+.' EOTTw C4Qa1 1lTH RIGID cEiLa TMtr� PITCH, B4O�12 TRU55 DESIGN sT1,o+s�o5 COWOM f[ITR AfRIGBII �cB'fi570rS o� as a"t4aFlm OM L:`sl pt, DC+ fC, ,FE Tff,i U!1 jai l2LLi D.UFi_FAC_ _ OESi� w'ITN FTSE .ccuraWT T eimw LuNgs 7 F'f�i��y x SPACING �� �:---. TYPE '-C�i'iN�._ -.14CS • TVI - IZLW.➢LAI�_ ft 7TTSRF_.-. s30wY.. aF5I3i 3tECI�IC►TICN FCP'VO T 00161 XTI `[ _ ._ . -JOB: - 30546 MCDANIEL _ THIS DWG- PREPARED FROM ;COMPUTER INPUT {_CIAO,.{ S DIMENSIONS) {SUBMITTED BY 'TRG`SS MFR. TOP CHORD 2 -KA FIR=LARCH 41 TC X -LOG L -RF 0..29 5.45 10.50 55..55'20.75 80T CHORD 2X4 FIR -LARCH, 1D WEBS 2X4 FIR -LARCH STANDARO' BC X -LOC L -R:. 0..29 7.14 53.86 ;20.7'{ C CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT VIES i' ­;TC: 1. e PEOUIREMENTS OF I.C.B.,U. RESEARCH REPORT (2949, {u} BOTTOM CHORD 'CHECKED Ft3g 10 PSF LIVE LOAD. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO -BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. TOP CHORD SHALL BE LATERALLY BRACED SMITH PROPERLY CONNECTED SEE DRAWING 130 FOR 'PLATE Lnilii CATIONS TYPICAL JOINTS." PURLINS SPACED AT A MAXIMUM OF 2d" O.C. a J NOTE." 2X4#3 HEM -FIR' OR BETTER CONTINUOUSLATERAL BOTTOM CONNECTOR PLATES DESIGNED FOR GRBEN LUMBERPERNDS CHORD BRACING @_72- <RAX„ O_C. REQUIRED. ATTACH SMITH TABLE ,8. SB. 2.-16d 'NATM BRACING IS NOT RE©UIRED IF A RIGID CEILING ' o IS ATTACHED DIRECTLY TO BOTTOM CHORD 3F "ING_MATERIAL 0 TO BE SUPPLIED AND ATTACHED AT BOTH ENDS J A -SUITABLE SUPPORT BY ERECTION. -,ONTRACT-0R. dX4 iX3 iX3 2.5X4 12 12 2.5X4 8.00 8.00 : s EtSa�t 2,5X4 2.5K4 6U, TFE SUILDINIG --C}- 10-6-0 i 0-5-0 2:-0-0 ' -- p OVER 2 SUPPORTS . �c� R-10871 W'= 3_-50• - 2a -0--Q- R-1087{ W- 3.50"° PUT > TYP.-ALPINE SEON-- 14505 FURNISH A COPY OF THIS 'DESIGN TO ERECTION CONTRACTOR REV 15.3.4 SCALE __0'--2500_ urUE :.+Graeae e�euJers zrc_ M11 �wuw "Tww- ems' DESIGN CRIT: UBC , RET :R42 t --8563r s= a c cT c r=-XXIMPORTANT4# PUL = aE REsPmrAE FOR mWARNING 3N NAFgII¢ vxcTioN am o; c o W IATIC. rJCt 7iC% SKLIFICrnac OR �tT MM TICH Fmm VmLclm.sm 'err-zs, 6CA006 ram Ts:A R ; TC LL 30.D PSF 'DATE 0'J/Q%RO cAA_ THIiGEt2wwJxtfantM TGMnW TE TXJW lu C�'r' Q CaKMurY AM iEiFt.�VON THE 'ouaLlh` 31aAoala =m, Orin. A,IPPE :LQ+EC.tsS TM9 IESIRI FM A�WrTj"L 5KCIAL. Kx— TC DL � Q « U PSF t7RWG CAifSAd27�5013A005 Ape kaAR =TUWa nOM4 ?O 6LUM rr.K.rarQ M "6:t[L NtL[SL �iTTt sa.ctw PERJ1rEI�}riT. IAIis: OT1EIrI� ! o"MISE PC*( NM71HQ rEMWEWMS Ig A.SiN A"S saA i. SNOOK Toa auv SHILL W LATEIul4T IrAM. CA BL OL {t1� 5.O P5F CAENGc �: =W4ECToa Ta BATH Fad 1T EACM JOINT A sow.:rr .&S nTH v�n.Y rrjos my-om stan+sr� j pi_LD_ +�J U PSF 0%A LEIV. 21-Q(}SHOW. BEAMNBMIOTW0I-r AMUL )KESS01WRAIM 3o• _ HaTTw �Ct» yIri ;QQ0 CEILI)G OR DPAM sI- CCSI6x S'jANW s caste nTW AMLIC&ME %Q6'RISIR6 o< as �narlm w oESISN: m NOTUSE -ring �1��1�f � 555DUR... ACPITCN 8_aWDS 1A0 %TPS M.M.- MSIR'. WITH{FIM ;lVA;Ca'AT TWATMD t.0 EA. - c a c Q c c .-Tvl - rOLSS PLarE INS:ITwE: Is-- - 1-T10-L..CES194 S al-M&TICN I'M V= t061 4=1,W � SPACING 24 _0'" TYPE GOWN JOB 35 i i1CRR Y, THIS 9WG_ REEPARED ; ER INPUrr S iII-NSIONS SiJ�tI_TTED BY ?FUS'S ;FR. TO'-Cti0;U 2X4FIR-LAAVf _4:# TC': X -LCC L -Ft 0-29 4.06 7.71 - BOT CHORD, 2X4" FIR-LARCW A-3 > XiL-Ri_23 ?7iIFiEB 2X4 -tA STAl3A CO MECTC €TE5 MUST BE INSTALLER IN At"COMAIME nllm` tai; Bd7TTOM CHORD CHECKED F01 i0 PSF LIVE LOAD. 33 REQUIREHENTSr I'_G_B_0't RESEARCH WPORT l234,_ b t ,0F Tom' CFS SHALL $E: LATER LLT 9RACE0 9iITF4,, PROPERLY CONNECTED fu .' ALL 'VLkTES AR5CENTE€ Ea On JOINT tJWESS WHERBIBE INDICATED- VtXCINS SPACED ATA MAXIMUM OF 24" SEE 'DAWGc_ 33 150ri6UA F' FOR, TYP- PLATE. LO ATI BET -ILS_ CONNNECTCIR PLATES DESIGNED FOR: GREEN LUMBER' PER NOS 11TE: 2744 03 HEli-FlFt OR BETTS CGYTZ 'LkTE�L $f3Z'T{3F4- TABLE SAS.t?iC ER;AGE ': 72' MAXI f1� � Rl ccl IP£i1;� . ATTACH VITf# N F 216 NAIL. BRACING: IS NOT'_ REQUI�IE€ ., IF A 'RIS10- CaLl"G' Q __ IS. JiTTA -BIRE%TLY' 70:- OUT-TWCHf . SRACIi Ht�7ERIAL tl`.BE SUQPLIEL} ASI' ATTADIED AT BOTHr TO A SUITABLE SUPP4RT 8-f :FMCTICK CCWRACTOR 5-B--7 Z _ 5X 4 (A:1 �c�gSS1 �� V.�0 _ Tp 4112mlk' 2 5X4 ,.. 4 Nl91 S @_ +gay. P.,�.q RT}1 1 ROViii -5E12 Of- 3 _ FI.T_ TYP.-ALPINE - SEiI�i-154745 FU135�[ !- COPY" QF' THIS. DESIGN TO :ENECTIO" CONT t�A£T n REQ' 15 _ 4 _ 7 SCALE = 0.3750 _ _ ar naE ssaseae=*5 s .. wa>a v■cx u� .- r �'tJrr !:. !T-** li9tL iiQr GE 1�'/�7�[E iTR �'%I: l+ W i9 43L"W- W W I� me _ DESlsri mm !�C AEF RA27--6214 _ _ a' r� v a- ymrscartoc ve wr owl is. X" 0-MG.ME -mr-as umcwr mm,valmm TC LL. W-0 :,PSF OriTE 5i /Q a Q> law arm, 3r W2_ a_nw TC OL 00 .0' PSF --�-- DAKS GaUSAt27 911260*2 - " �_ , �,• �. �• -, cq�, s"T. i/iIOEII Ari '.2C Slow ClkvmuT , 69#r sEOp -9 Mom *_rO1'vg . cr�9E � vEir7c of ,rawrr .r..r :� a. ate. ,� r»sa s+ss .c tsraas: ,�. ars arra l"W-0, - c� ■ •. eC 13L (U) 5.0 PSF CA-ENSG � ? fA a t my mpssss A urm *alms +T Eav ms camasas. mcrw--r AwAc" +Lwow Sw sem=. c'=mrr+avus' Aw- •• *.•orr.. aures aced sort mar oww mum arra acids isot cnc �z= =WMAIM =WjpW .r,a se•itcar .mostr AS IW' a e>Fsiar oar Z — � � T07_LD. 45 -0 PSF (a%1i CEt1. -Q-Q DUA 1.15 PITCH 8_0112 art rrof serf ,- ::.- ' aFsmor � cm w T-vtwr WF"m Lown. � _FAC_ - - - " C=3 r' C3: s=-._::Ct O� :- .:-+sr -=tt s asrrar� :+a - war vel: ar�c':SFurs�n,Itr+tor: wfca Iar _ _ _... ;SPACING - :2`�i._ 0' n �: �+.j� .... il'40NV— �- VANGA 0 9t— ST'M. . A.YM »c.:ACT ]SUt 'SM1L. c= O c3 0 AMCwwffAc�r nor ao w 66LWMZM crSTEEL•� 061CM �aaswec..r� ate., -a � _...� CA �c 5 _ �: PSc' C& -EM ' �- A1o P2 a c ' T C" � � .Et�R � � � . � ...,L, w�s6 'C MRS SAMS n rsa -orR es L�� .rr� ver csr,ot4 • aio� .mrc rs+v ��. a..n..� � � -;'m =. �,�_ � •� TOT LD _ 45 - a PSF ©f4 LF -N . 355--'6-0. P I`a CH 8 _ U/ 3 OuR FAC_ # _ i S _. _. 'o peps a7+rt. MS=Pt iR a s V W WETWOOM _TWIL D L>lOM 6 2 A a ,- TYCO C I S'— SET$i�G2E. 7''11' , _,n _ raee can*E n�'rtum- -M - e.araa.— CK3xw �soamw son V= useraucimm c c� o =tiles: Y" 35U75MURA Y - i THIS DkG-. 'PREF D Fri( ;COMPUTER INRJT "f3ADIS 'S DIMENSIONS SUEMTTTED BY "TRUSSWR TDP� CHOW, 2X4 FM-LARCK 1i IC _X -LOC' L -ft 0-00 d 7.20 14.04 17.58' 21-17 - BOT CHOM. 2X4- FIM-LAACU I1- D WEBS. 2X4 FIR-LARCs{ STAi`��AQ !BC X -LOC L -Ft 0-00 3..73 7.2D 24 -16 21-177C _ - cn .CTO R` PLATS BE INSTALLED' FN ACC E iiITta` ik BOT it i CHORD t iECKEC3 FflR' 10 PSF LIVE LOAD. o HF€3iREi�+t'tiS t?F Z_C.B�O'. RESEARCH FART SII al 1X4 #3' wEu-FIR 0A BETTER CONTINUID(G LATERAL BRACIfi 6 "tlru AL1: € .i47ES AAE £ENTERE€� ;{Jf�i ,i€T3NT TJi ESS':OTHEFrwisF_ 3�F)T_CATEQ`_ SE EG A€.iY SPACEE)_ ATTACH M _TH t21 : 86 MAILS. BRACING _SEE tRiiGs.. 130; S 16or/16DA--F FOR TYPE PLATE LOC:.TION DETAILS- idATERIAL TO SE SUPPLIED- AND ATTACHED AT £UTH ENDS TO A SUITABLE SUPPORT LY ERECTION CONTRACTOR. t= ALL T0131 -CHH. SPLICES OMURRIt� BETjjtEH`LA PANEL POINTS ARE TO BE LOCATED AT APPA03ZIMATELY GONTPACTORS WAPNING 1/4 (IF PAIL LENGTH- FRW, PANEL F�T!�i [N T:- 12 �' ' M THIS 3R�}5S I�_OfSI€�ED TO BEAR Ai$il{3R SUPPE7RT R SHOULD' NOT OCCUR. IM PAVELS NEXT Tis' A, PANEL POINT SPLICE- ADD.ITIGNAL LOADS 4T SPE.CIFIC LOCATIEINS. o; PARTI£U€_AR EA iE IS ADVISED DIMING IEiSTALt_1tTif +! v -To,. CH0�7..S� LJL CA71ERAC Y 'BRACED 3tITE Pf10P Y' CIINH TEi]' Tii Etti6th E THAT THIS TRUSS 3S ERECTED PROPER -Y., KPLM, SPACED AT MAX1K t 13F 2A-;- 0' C_ MM -End, vertical mol -mat 3e to v6d;press rjYQ 3X4 2X4 mor plates: desE_qued facgreen lumber per [@s Table S.M. _4ote_2XV #3 hew -fir et better cca fuuo Eatecai bottew cbord bract @72" OF_C sax:. rewired- Attach r/2 -15d. naLls_ Bracing. is not regz:ire� if a sicc��id ceiling 3s. attached; directly to- bottaa. chord_ S*�ciBq n8t�ai tz- be°_ ski ie&and` attached at 'both ea& Ga': s s�ltabie T support by erectIm-cantractor.� 5Xi2. CAI cA� 3-8— _2 5X t � " ` lip - _,+ ra. 1 _SX4 3X4 3X8 . 2.5X4. 2 5X4. `' i` 21-5-R laVER 2 SUPPORTS ` r R-i2.Et?E PL'T, IM_ -ALPINE SEtN--i�472.a' Fi��rtT�€ A _£OF`� f THIS iSI6H' TQ EGTE ri3iTRa�TTt REY 35-r4 _7 SPAUE = 425Ot} a c' .gym So %4POAgF3E3 oaz �a r �.�:•* � ARMING s� �leC o�-n.. �s DESIGN. CRIT: UBC REF A427-62-1621 'iQr, MCVW MM° -a..-.Ms-_; a..aar'� ..Ss� TO LL 30-0 0 � DATE 0,5/05/$1 O' O ..-s- =r GT C[ tit �" =3 "p..rrT. .7t ilt1D':;-t!6'-Dc �i7�R K sE -W&ITT %=vCSK;: c� st' iss_ aVW Quer so 6. its CMW rat: aair� v[ssa PealTC _. DL 10,0 ' PSF I CA SAd21 91126911 c� c' c pC,s�6 o. SEL aras�c+oss ws� �.� sgrwiG ct*Eav r.� w�i rs asses sai wstr s Xpliam, is. ""'mss ust►ectY wan k sc tai. � � 5;_ Q PSF` C%1t-EtF: Z' - �--, ",' Sr�ti 4.lC7Ces v aver. r+ea .r L+v' tea.+ as tncst[ �.._ ,�..� .� ••� • .. .4 .. aesre•- ssaar� evirvr � o.c � OMMU * snaoo rL.rao , o.e pan. ==. ame% � m a. drawof s� z+c draw. COS .vQ c:UT _LD. 45.0 PSF OI,1i i EN:, - o` ,.I"-�1sar.+u Dwrmlm acs-'wnrar�t.m�tsrs�sztnia.srra®a�csr�r_ SPACI 1.i 2�.0' +JE3t 35073 HLIARAY TRIS [YWG.: PREPARED FRJN COIF TER INPUT DADS' S DIXENSIOW SUBMITTE0 HY FFR TOP CHORD 2XA FIR--LARCH a5 7C Y-LOC L R 0.29 3„64 7- 23 104'51 14,oA` 177-5 21_46 WEBS 2XA FIR-LARCH STA NO.AA M EXCEPT AS smw BC Y-LL1C L-� 4.2q3,764 37.23 D 80T CHORD 2XA F,iR-L1tRC�3 #1 X6_43 3��.�4 x'._23 IJ-35 ]5-00 I7_75 2365 25.58.35-50 W4-2X4 F- -LARCH #Y RfPR 1 0 1iI0E 'POR H'QRtIZ_C TAaL MOVE T AT LST SUxj.PGRT: C CTOR PLA7�5 i'ALST BEI TAsLLE9 ZN .ACCOAQANCE 'StI T}d erected, Mpve�t = 15/36"_ _ FEGUIREMENTS OFI _C._8.0 R ES�ARGH' 'RIEFORT #2949. (U) BOTT(w CHDRO -CHECKED FCS JO `P5F LIVE LDAV. ALL PLATES;. AWE CERTERED.ONMINT tFJLESS OTHERWISE: INDICATED- {Al 1X4 #3 tEM-FIR DA 'BETTER CONTINUOUS LATERAL .BRACING TO btr SEE "DRS- 130 S 160/115OAI--F FOR TYP_ PLATE LOCATION DETAILS. BE EGUALLYSPACED-_ ATTACH WITH I2l8d NA IkLS'_ BRACING MATERIAL TO BE SLWPLIED AND ATT&CHED AT BOTH ENDS TtT Al Ty .ALL TORS CHORD SLICES OCCURRING BETWEEN SUITABLE SUPPORT SY ERECT,ION CrE1,iCif#�_ PANEL F01RrS AF1E TO' BE LOCATED AT APPROXIMATELY p 114 OF PANEL ZENNGTH FROG! PANEL P.01W (WITHIN 12`3 AND CONTRACTORS WARNING: SHOULD SMUT OCCUR JK PANELS NEXT TO A, PAWL POINT SPLICE- THIS IMSS I5 DESIGNED TO,BEAR- A ND/0 SU0pOgT ADDITIONAL LOADS AT SPECIFIC Lt}CA1TI�_ JUP CHORD SHALL BE 'LATERALLY BRACED ttITH PROPEFJ.Y CJrDhWECTED CARE. IS-ADVISED gING IRSTALLATIO PiJM-1 4S SPACED AT A MAXIMUM OF 24' 0_C- TC} "ENS JFK THAT THFS T�355 IS- EREGT� PROPERLY Note: 2X4:43 1.ea-fir or better contiaurnu lateral bottom chard braclog CONNECTOR PLATES 'DESIGNED FOR GREEN LU_ MBER PER M?S ig72” 'OX. v=. required.. Attat6 v/2-16d nails. Bracing is not, required TABLE 8_3B. If a rlg€A ceiiicq is attached directly to bottom. t*hord_ Bracing material to be supplied and attac bed at both i0xio 'Rote: >Expecte vertical dead load e dt -, to a suitable support Dy erection contractor-6X6 8X8 &-Election 72'7``7. 1!:*cted. ver`ufcal tH) ,coanectioa at Pall plate_ Skw-an IC6_ lie- Iaad defaett czt= .SS."� .tif6i9; seCatatog c :- 90-2. for uatl€ng specif catioas� -3X6 3X6 3a 25X; \X8 I-_5Xd 5 X4 3X1- 2j s_aa 3X5 5X12 (Fill., s_oo 6X52 t 2 _.5X4 ag Y `•�� J 3X5, - 2 _5X� 17. 2-4-ts 14-A-5 G-S-b 14-5-5 _T � 5-11-g f :i _35-6-0 GVER 2 SIiPPO TS �' si-`l432s ae- 5.5it" is-•E�t75�` K- 5.5#1` PLT_ iYP.-ALPINE SF-ON--154722 FL$tN15�¢ A. COPY [F TMS DESIGN TO EMOTION C17A77RAC 091: REY 15._4_7 GALE_ = 073875 n t= a a t= Q o # x I ORTANT aat_ee + ARNI NG tm -masac � m t1E5 IEr3 AZT_ USG AES R427­ 62i i:1 :L1 O Q =VT" am swm w� 940FM:)Lr m a t net GmAl,wc: c �tr'fE fla.-O El �ucm the 'at�StL -tail TC LL 3U _ © 'P5F DATE 05f (35r Q ,Q 't= d Incg :96.98 cm -am s4�.l+C i3lID:'7f� Tg�GG �. CDfu�a2 - Mwee w we �EiCa - . o c a C=:) tags 1s -s�z: , suvasa ams• er W2_ arraE *ec am$" rae a0=3=N :p�n+� agar- TC i3l_ 1 Q .. a PSF [3�7iiG t13 i2T 9!f?5�3t T 'Q fl L7 r= .JW r MUFAC"ss-- ..et 30 i+uo.0 M#AQZM cam moat ar®c 4_ uCsi snE].Gz F = a F C1 ot�rE � .fmc s tet; sae aaDE A. ACW >m'OC�o 9ru_ utw�tt � Oi $C Qt t9-SC) 5 _ 0 P5F CA-ENG Lt' C= O 'fir s>�iC7tai 70 OQt>I.'r�� at [te a ,ao t�QiE �ltK f047Ct !nla� "tJ%uw S�4,�R1i`i. - - T.Qi _ LL'» �rJ _ �} 'P' +t� CA l d .3rJ' '-5-0 - Clpl7.. i tQfn= -C,4- -'eOWEI.. aEEa E �. anew- owe W� RSD �xpir, an i'KDC L[pR S AMM-I -: CMW== wrm j+Rl[wtr am-tsui6 46: SpMnVo ,1 CE`a7iY l.D: t6i: ri6 '�-� i a�t a�st F.F ICT-00- "warm ts. o a s - ► ;a.:�._ o Q o �-•t = sain< rpv"- +e m- SPACING 24_0- TYPE SEC-- wow- scoem. mmil!li vans: est.",JAY�Ocmwvw rol-ILD- -45-0 P. FIV LEN. 21-5-8 TRUSS c=,, =r i=— mc2Hwsr=maq= —�.- Wsm -sk=wt A&ZPM'MnCp,0W-CrWW UM :Sam Go Tn- wcW- onamm wa f vc wumompw I *'Eiw6,L a- IVW.FAC SPACT Ype SPEC —Ift - SM M= cmwx4.c-r ' 8..5077 MLMPA :. - YN' DMiG_PREP FRW COMPUTER Ii�VT CAM S NE SIS SiiBFtITT£D BY TRUSS ifFR TOR' CHORD 2X4 FiR-LARCH f - -- EMT CHCV0 2X4. FIR-LARCH ii TC X-LOC L-R. 0-29 3.0.4 5_7B 4 WEBS 2X4 FIR-LARCH STANDARD $C X-LOC Lot 0-29 3.0.E -5.7 � CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH Tr_r CHORb REGUIREMENTS OF I_C..B,Q. RESEAR^i-� REPORT OL294-9. SF(t�tt BE LATERALLY BRACEi? �ZT}i �'�'ERLl� Cill+�'�CTEG C � Pt PURLINS SPACED A7 A iUAXIMM OF 24- OX. � ALL PLATES itr'?- 'cIERED Qtr' .1i3Zt�fT UNLESS UTVIERWISE :tNOICATED _ CONNECT-OR PLATES OESIG ED FOR GREEN LEER PER . mus SEE U lIAGS•_ 130 S 160/16OA-F FOR TYP. PLATE LCCATION DETAILS. N y TABLE 8.18- .18.For 'Forp1997back details, refer to :drawings 634,016 or b25,376 or 3,03 ,134_: ATE: 2X4 43 HEM--FIR 'OR BETTER CONT;INUOLlS LATERAL 'HOTTom Conventional Erasing As not the responsibility of the truss CMRO BRACING P 7.12' MAX_ O.C_ REGUIRED- TTAC1 WITH v des finer, plate sanufacturer, nor truss fabricator- Persons 2-95d t+tA?Lt`_ BRACING- IS MT PEOUIRECY IF A RIGID CEILING A ex -log trusses are cautLaned to seet adfice bg local IS ATTACHED DIRECTLY TO BOTTOK its, BRACIW, MATERIAL professional eogtneer regarding conventional. framing_ TO BE SUPPLIED ANG ATTACI-IED AT .60TH 'ENDS TO A SUITABLE o " SLIPPOPT BY ERECTION CONTRACTOR-- This truss designed :to support 6-6­0 of lander fraaicg to r C_,M split, one face WN3 2-0-03 it -load as SP ogpasite-:ace._ _ AXA 2.5X4 (Ad)V, 42 2_'5X4 (A#) ��� �� � a_0 s _a w 5X4 T-f ILDING D T EPARV% N - A Ir% D. E-0-14 OVER SLPPf]RT.S E_ D - E R-6554tr- 3.50` A-6554t�- 3.SU' { - � TTP_-ALPI "7�Sit;COPY 7iIS DESI�i 7U E7ECTFCLNTRXCTiR .ON 5_17 5C1iiESEGN- .._ O p IMPORTANT*KLFc neo' �aV4tSr; Std, �lAim trmw !CAM s� ARNING mi , mcnm ,.. DESEGN CRIT; SER 3 cpm-law nes � .�iTJ rm' an ,wt. +mmjmsF _s "ve+-77r tUo0 1 s ai�C - o o tms �. ,�. _.» ,tom- TC 1L 3t� _ c1 o �� t�5�a�1�i —' ss fe�IG-�9n4i .. -. �1F _ t� L7 19ra is['�a�atr tn.oexry, syesm- Cr tv�_ V TC*ae oELe�v we oxt9�'vE� *l+�-• f=} C.2 - O t� i1Cii/mak? ��'!M 2'rP.ILIO[ GC.�Sg$ !%A-. QT fypy� i t5. t0i'l� -. flL- Q _Q SF F AWG X249 v9la"6t?9s _. L�e4'� sms"t TCP O - +eregT f :a1lC t@-elw:{ `-.n sats .sTet szs t tE aZ7q r'-11FIMI anlp Rf 7 - . - TWS . , .. mem met . .._ MTV=swat'qta � sus lOT.Lu. 45.0 PSF �X,h ;LE�s_ sSa t v. .rtnr-w_1CxmK Vmw.Vqirzbm. or r P'tarxQ vQ msra•. a my w mac as,eo n+n aLi`o_ -1 '] cl cs 1 T p n i RS78M p7M F$� sEt�Owt -fTk� �„ DIa�.FA�. �_ T":1 i t,.� C7. i7:I �C; - lsmaw . , +^iii �: �s�l� eix7C 70.�[stT'F � + w[slaei i£9or �scEartJit�t s/Da :�R11'�sE'Ae.._ _ b �c D, :.b - - See above TY16E COMN-- �� - : �e:�.-� =- TftiS VWEi_. pMpAFED FR t C HMTER INPUT fLOADS S 4INENSIZZ SUBMITTED BY TRUSS NFR ®R" € EiRD= fFI i-C1[OC i *17C X-Lf9C _ E --R: _29 ��_ u.d 8-71 cl :-E*T CMAD, 2X4FIR-LJUXH 41 _- _ WF-13S 2X4' ,J R� t-STAd+DltA�3' SC X=LQG L-R `: 10:-29 6_ E 8:fif c CPA CONNE(:TOR. PLAT i T BE iNSU LEQ IN ACCi3F DANCE ;WITH i€ii' T3IIN" CH l"Ra £HECKE I FOR f0 PSF i.ZYE LOAD. e- ru RE®CiiAEH iTS I_ -B_t _ RES R= REPORT.' 2 9. TOP .CHG Sl SNA L BE LATERALLY BA,ic"'ED 9tITN P"IOPEALY CONNECTED Ir t1►TES AAE CEI€ Q 0 -JOINT tfr�LES < OT RWI INDICATED PURLINS SPACED AT 'A HAXI?VjM OF" 24' 0 _�_ SEE iA `. S34 F LOCATION DETAILS_ m' . #6 li54�t- fIR T1fP_ PLhaE CotMECTDR PLATES DESIGNED FOR fiPEEN LUMBER PER NDS NOTEr__ `HEH-FIR: OR BETTER -'ON 'iNi 0US LATERAL 8f}TT0.+I TAE3LE 2Xd #3 _ CHDF76 BRbCItf :Q 72' MAX- Q-C r REGUIRED ATTACK WI.T[ C SA1tCIlVG WQT FEG IR IF h RIGILi cEILINC � o, 2-f NkT£S_ .IS " l4TTACf'EET O.IAEC<T[.Y TO 80T-(OM CHORD- -�� ho MATERIAL 0 T,$E SB IE#I AMATTR AT 80TR EMS, Til' .A. SUITABLE CD S IIAT' W ERECT1.0t CGKTfU £TQI - 5X4 - 2.5X4 of 53 +c S? cr 2X4 DEPAPITH An I-J;PRO r --o:OVER 2 $iJP'PQATS R-37WE St- 50" R S 7i. S 3•�5 , -154733 FiXUAISH. A COPY OF THIS DESIGN TO &ECTI[xd 'CQeSiRaC�aR_ 15_d-7 SLE L��3775Q E=,c: C= >cr C= a+teEoats- •eeme . sr� XXJMPMTANi4 tatic wr me smmorm v= a �..�Q„t,� Nae ARNIN a •..cxnc: �w us . DESIGN CRIT ice: riEF R427-=62151 TC LL 30_0 PsF OAaE 05J06f91 tom' Q ,�,:atnrt�iat_� ar�.�rt�ssa7oe-sa-ac.� mom& momTw mxv w ®swrm= `v.a�t�r AW,ass•W."m -- 0 Q TC c 10.0 PSF _ ..13F�2uo-to c cam_ a a... �- aw ;...p— ...e ze � a.t� � . .� t.�.a.ts _ "mm $a SC DL 413 5.0 cAr-ENG z s a� ALP1 o. ww- rM + soy ,anr sr+c 'sem: a. ,.LV-swrracEt:.a..t�taaE Omkw VE.. w snow _ s"..R�G traST 4w6a6�E vvit. -%am ry Do* tat ff- tsmacr a+m .ra..vW-. arrAaWw*W .mss. ice. six e6tm cit 4• •rn.� :year nets CA : I , d5-a 'PGF TOT-LO­ arA LEC. 9-ci- 1 C= sssw sr+es+s .are Nott of v wr=cW- s as gVep-I : an UE%VW_ Oiki _FAC_ _ � c•. _ taut 'LiSfii 1R7M-t aeE. �C'•/b�r=' �1Cbe� 1L#lFllr, Sm ux . cswnrsrsar 5 a SPADING 24_0.- - rmE_ SPED-_. o c7 -ns. i+as .r isst*u� am - w =mug�Gr-assm. 5f��9r A r rc II B r: 5 a , I 1 r { 9 I I u F •fir .. ".i r � ! :.:... .:'. ,:. .I y -.1. I i I : ,, r :.r: Y pp t I S J I r � ' 1 s I R , : L 1 W n , I I r , r { : I , I I i r f j I�I - .I I I I I 1 I { .F I M P1 e • t :'�r: yy.y�a yy�q ��yy i� 7..r l6 llrr ' W i. C /gy7q , - :. , ::- ,_.. ,.-.a.. n, .u..• ti:A. .s,u !iMi':gf ke,Y, ,,. .p r r),: , Y1j 4 _ F I r� V� i { Wt I I I +1 t I 1 m I i Isr { 4 Iib � b'1,55. qla, { : NR- I 6�R Ma.eAxl rta k'ga,l'Jt sS ns A'li Xu ��1rr`rw,�rl a,t•� r a :a'de M { I r P+1 .n_.a;d.m q� .mi wv Iw.+Wu .,,e-ror, xl z.A,.:`.�a-amu,=x u�. «a{H<�J x I,nur kx k n,ro ,rvre, c+� :•I e 1 7 jlf�}/� NF : ie»'eW,ll!t`-NIeF^�WP� =T' Mr ,,}r :MA `SI ,.et: ♦' ntw i rC .� I F r r ,' ;u I t A ,,.; , I -,. .. ,ban , 77 . I \. a:. .'... '�.;'. ._..-._�_—-..,.�:.., - ,' r .. �: a_.,.,•... .,. �-_'__... ., and S ,_. :: ":: r �I'qN... d': n � .. ,! ea,r.- ,uMr., wiwa ./^^�a,.. fl. M lilrp, LM4Rs' n. „'. ,r , �y, 1 i ! (1 1' ' "J10 Ile �­7 T.11­;­� eln I, 4 fk "J10 Ile �­7 II I. 7, Oj 'I 711 17' in. iA. 's" AV )5� 77. -7-. 77� j-, 771 777 7 7777 C4 f. ;77777`7�7 71 d fk II I. 7, Oj 'I 711 17' in. iA. 's" AV )5� 77. -7-. 77� j-, 771 777 7 7777 C4 f. ;77777`7�7 71 d , t ... .,rJ . f1.,,,, 1 L �ry .:. ,.R IP: 7 , :... .1 .: .. .. .:.,at.: � ,.: 1 1:, .. :, I.,v, r•.,. 1. ..:: CII.,.,, ,c � �,,;,., :.,r.: ...t-.., I r777 p .. ,. ., ,., ..... .... ,,.' „ f �Y r r, r v�,-jj •i ♦�� �� .,:, ✓H .. ,... ., `.. ,,_.d