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HomeMy WebLinkAbout053-850-006zds: vla svvilma �2.75 971 TOP mtloRD UA, rlR-LARCH 42 IX4 03, =1-r-14 OR m: TTER COIRMmous- LATERAL BRAC;IlIG TO BOT CHORD 2X4i FIR -L! .-AT '21A 9CH 42 BE ZQVP,,LLY SPACED. TACH WITH (2) 01) ILS, BRACIVG WEBS 2X4 rlR-LARCH SW i'DARP, 14ATERTAL TQ 13E SUM—IED ANT) ATTACHED &kT BOTH EIM0 TO A SUITABLE SUPPORT BY -ZRZ-CTI 02; COITT.RACTOR., NO �MNE OR KNOTA SHALL QCC THE PLATE COZITACT ARzko D T= + SHIll TO SOL11 :BZZ i0o ALL PLATES, ARE. TO -BE CENTEMM ON TH�, TOINT, LEFT :TO RIGHT AVD. TOP TO BOTTomt EXCEPT VlliFN LOCATED By CIRCLE OR DIMENSION, BEARING LOCATIovs MUS T BE MARKED 011 TRUSS B Y T A VS S, FABRICATOR SEE DRAWING 13Z FOR "PLA "PE LOCATIONS ON TYPICAL OT0,TNTS,," To iNsuRE Pnonm EREcr4loz;. 01 IF; (0) 1',' lf� IS THE, RE5PONSIBILIT D 0 DEb IGNER, AND TRUSS TOP CHORD SHALL BE'LXTERALLY BRACED WITH VROPZRLY CONIMPTED Y �;OP THE BVIT, IN FABRICATOR, TQ.AEVIEW T"iTS DgAlqXNG PRIOR TO CUTTING LUMBER TO PURLINS, SP;�.CED -AT A �%XTJWX OF 2 4 0. C, VERIFY THAT ALL DATA, 14CLUDIN G DIMENS,10l'is ,.'ND LOAD$, CONFORM TO THE'AIRCHITECTURAL PLANS /SPEC Ir-XCA71ONS AND FABRICATORS I Twins LAYOUT,. ik, TRVS$ DESIGNED WITH EOUAL PA_NrLS­BETWEEN INSIDE ENDS BOTTOM CHORD CHECXED 'FOR 10 VSF LIVE Lp;Lr.,. or SCARF CUTS E-CEPT AS'O TIIEWfflSE NOTED, I ZOV COMA IR-tolF BUTTE COUNTY 'SUILDINtS DEPARTMENT 5X6 - A P PR 0, V �E 2 5X4 2 5X41 5X� 5X6, x q-00 2X7 X7 5X8 + 2X4 3x8 5XB 2X4 6 -4�4 4)-c kt OP01�5� W I'S -1 -12 21-3-0 21-3-0 -404 MON- 5108 FURNISH 8 COPY OF TH DESION TO SECTION CONITRRCTOR Sti ns e r I PLRTE TYPE—QUINE is IVINE 0511"LuAto p8w".1s, IN!,, 11VALS REWIC, E41AM VA4 GRIT IJQ REF 75F_Q g K-TMPGRTANTx,� DIALL R-51, 9C RE004510LE rMt -my WFIRNING iN HFOZL;frl:� UN-DTION AW T - -dglaW, TC LL IG.0 Pgr OPITE Qll/.04/94 ;XVIATID!4 PARVULSE SPEOFLOVIOZ4 DR FINY MY)MOR FRO -1 OAAC;hO SEC U Tdrs oznx DR lv#r rAI405 T3 oviz Inc imiss IN counim,a, comrwT,;iv rfo RECCMENDITICM5-atill) . 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SPIPS MST STRMIRRD��m OF; Wig SIZE AND ma oo mrTa" 101m W"O: A I w rm 12! 6'W 21' LIN f32' 3"N' 3330"P 35' 8 140, GIN 40!1 Dow no IN 20' GIN 3q 'I t6W 31' 2 39: Q"N 10' O'N fw SIIALL � K �R 2'm 8 3"w I.P., Q -17FUiM IN THEW, TO, n. a 41 11IN 'N 161' BIN 25' V0, 251110"N 2.7'10'N 35 21N 4w 0 IN iimo 061W TWI'MIA-TIPIX, MIKA 4, MMXftW GZMEMM TW- 61" VOM 17" 0- C=nLP I E= Is, now 41 SIN 19" SIN 24410"M 31' SIN 37' TIN low C= Igo 01� ... —j. 13' 7'41 W 9 11 Iq* 9N 221 SIN 201 4'N 33'1 I,N IF SPOPE ;a KOUIRED 114 Sale# IT to is, a, 11' 2'N Ill Z'N 111-2'N 2DO 3N Mo 07N 20111"m M17MUNU TO; LOCATE SPLICE W OR, "ORE TRUSS,=' H" wrmm mum rum. MWCTPR 914 4*N 214 4'N 20" 0" 0' 3*W B'� 9'N V 1*N 18' B!"N RATES FK' 4-WIROYDN BOTH FACES OF 2V 0* 61 0"N so (LIN 16 1 11 IN 17, 3"N 171 3"N SCIG AT SPLICE P10 SHALL BE R,SXB 22' a' q' LIN 4' L IN 9 1 IN, 13- 5-W 13' 8'" 13- SIN fILPTNE ENGTNEERED PROOUCTSjtINCO P40. BOX 2225 *Milo 5L FtEMINEMMS Ill O -N Ilo 0*w Ill 0*N1 POMPRNO BERCHIFLORIOR 33081 W, US i ONE Km 24, 'a, 9 ' 8'N 8 ' SIN 8 ' R:w Plug, 7- a N A 30,5�781 3333 9, 2X9 f OW �OLOCK 7' 07N 7' 9, R,:2x,4 + CNE Km V 2XG.o TVO BLOCK9 List 0. So 5:N 51 SIN 51 5:N DERIGH CRITERIA vac T OW, Z M f TWO qo, �2 *N q' 2 N 44 'Tc LIVO. 11 LOAD - 16.0 PSF aLbM :27" Q- 4 �2 N Raq 4, D =fiG r i -- -.-- .— TC DEAD LOAD - 14�.Z PSP .0, 28' 0 LETIERS Win MISS, GPM DEFINE, BIC DEAD LOAD - PBF Efiv][14C AW VLOCK REWIREMAITS 29, TOTAL .3 5 j,0 FEIF WE DVWIFZ 8117 FPR FILOCK'NAILIK DVR� FACTOR 11,25. 3F 0"' AW) XHER VIRM ORTR. 32' 0 33, 'alp 040 LIVE LD :RED'. USED (UBC' Sym, 34' '0," PBOUT FIRIL-LARCH TRUSSES MUST BE, SUPPORTED DN FRC OPMS1 SOLT 6x6 AND OF C1WRD 2X. 4 #1 ZOT CITORD 2X 4 #1 NAIL I scifo PAR F—Sm r�A, wrom 2 x 4 f 2 TC/BC /B - ®R/ B RIC I R/Da I R/C TF LVDG I R/EG USE 160, WHILS (IN STRGGERED PATTERN 4.00 HE; V H LWER 10 W.FLIED. PC ".t C, ()�JNT) CLINal RLL NAILS IN Z MEMER GIRDERS. �(2) 3x5 4S . .. -NAILSG' IC IS INOC: VEDS, IG IN DC R- D" 9--INHILSA: ac ANDIOR GrAe 4 IN OC I c--NnJLG&'.,BC 6 14 DC: SCRB8 B I A NAILSO SC 3.0 .1 N DC' SMUS :5 IN PC ;1PR0"E*`D" H 6c Ile E--NRILS§: BC 2.5 IN OC: SCABS S IN 00 jx6 21�011 + 1611 OLT MY BE SURSTITUTEP $"-5x9 �NE �5- THRU 8 ,Lt. r 8X8 P1, FOR EVERY 12 NAILS. (DOL WIL SPACING- I LOADING 2 tDGE DIST. 18* MAX) - .0' MINo HOT701i 2 EO. TC PNLS AND Z EQ.:BC P G—RDO i5" TiQU BOLTS AT F 35ii0/1 .25 XH* BC ft- P SLOE W UG SPLICES. NO)` REO. QMM L LENGTH- fiNb ERPH fOR OC IF SOMU 'F' IS USED. 2X.4/2XG PITCH UNLESS viEsE spalfricinjONS FOR LUMBER 1111P i Ifta IV, Its W **IMPORTWk*� n,pl,qE C014Nt-1,70115 ME POLLOVED AN[) Inc WRNING TRUSSES maulfl-c EXTRrm cf'w' 114 2 P -1 0OCTION AND BRACING. SEE -UVI-1117 2KBS 11.0/12 0 IRUSSESBUILT IN CONFORMIME VITH %Ajkllf CONIRDLXINUAL' BY Alp [0jjjCjW W.U. C00WRRY N-1) RECWICNOR7104, VMRIINTIEf; IF THIS KSIGN, CVRESS OR IMPLIEL: 1100111WIL SPECIAL ORICINO Spf, DIVIE SMILL PC NO 0 TPI) ., SEE 1HIS DESICH FOR -1 sLPINE CONNECTORS ME MANUFFICTuKa rRom ?0 t&W-- GRI.VTWIZED SIEEL 0EDUIRrMENT.S. UNLESS atieviscir-aln, jue cHw sm.l. TO '341 0' 1 UNLESS ' T 3 NS 07HERVISE 5HOWN, MWING REOUIREMENTS OF TISTM A446 GRROC A. BE WEAKLY ORKED WITH-PPOPtRLY PlIF040 Wvow Few CotaitcloRs 10 Ball -I RCES nT EfICH JOINT AND LOCATE AS S"N� 'WERTIONG, 8OTTDM WAD VIIH RIGID CEIL.ItZ OR PRONG 46 DEnRiNG Ulolw ARE, 4* NmINRL UNLESS 0111ERWISE %IUWN, DESIGN R7 MXInUn UP 10 FEET 0. C, DO Wt USE 11116 DESICN COPYRIGHT I 9r 9.1 49,09 1 ROVISIUNS' OF mHOS-77 IWO *TPI -78 �WITH FAE RElfWANI TKRIED LUWEA� $IBNOARDSCONFORM WITH OPPLIMBLE P 11-TH TRUSS POIE INSIITUIE�, ND9 W11OWL DESIGN SVEC'FICATION FDA YDOO CONSIRUCIIICN� of A/28/81 DRAW# A498,121. V FU"ISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR X-140-COMN- 35/1,25-16:4,14:+ 5- iTOM, TRa SUNI SERI TOP CHORD 2X4i FIR -LARCH 02 1X4 03 HEK-FIR OR BETTER CONTINUOUS Lmh BOT CHORD 2X4' FIR-tARCH 02 TEPAL BRACING TO BE EQUALLY SPACED, ATTACH, WITH o) 8D NALLS. WEBB 2X4 FIR -LARCH STANDARD BRACING MATERIAL TO BE SUPPIIED AND ATTACHED AT BOTH 'ENDS TO A 'SUITABLE SUPPORT BY ERECTION CONTRACTOR. NO WANE OR KNOTS SHALLOCCUR IN THE PLATECONTACT AREA,. TOP CHORD SHALL BE LATZRALLY BRACrD' WITH PROPERLY CONNECTED ALL PLATES ARE TO BE CENTERED ON THE JOINT, -LEFT 7,'0 RIGHT AND, PU.RLINS SPACED AT A, !,.!AX1AUM OF '24" O.C. TOP TO BOTTOM, EXCEPT WHEN LOCATED 13Y CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATZ LOCATIONS ON TYPICAL dOINTS'." - IT 10 THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO PEVItW TRIS DRAwjN' G PRIORTO CUTTING LUMBER TO 'TRUSS WITH EQUAL PANELS BETWEEN INSIDE ENDS <� VEkrFY THAT ALL 'INCLUDING DIMENSiON8 AND L�ADS_ OF SCARF CUTS EXCEPT AS OTHERWISE NOTED. TO THE AR , CHI DATA 0 CONFORI� T4CT PAL PLANS /SPEC. XICATIONS AND FABRICATOR'S TRUSS 'LAYOUT:v BOTTOM CHORn QITECKED FOR� 10 PSF LTVZ LOAD. rN �Lo) 4 p cu -'t ;-z �u 101 5zo 4� '-I !s.) 7.j 10, A� 'r' A4._ "qj SX5 a, ift, �.4 t x -b 10 ka 5xs, 215X4 12. q o c 40 3X5 1 1SX3 5XG 6 SX6 2X4 5-2 0 21 �3_ 16-1-0 ol ' 7 �-,X - ---------- 7 c RoiI020# PLATE TYPE -ALPINE GEON--795191 rijRNIqH �A Ch v ER9CTtoN CONTRACIO samommmomm - ___ - R T -J, 8Unseri MPINE ENOINFE14:1), MUCISt WE 16' ap c=j **I,MPORTnNT** WAL NOT BE RESPONSIkE FOR F04' WARNING F .= OESIQ O"WIN FAOM 100F SPEOFIC1111" OR MY DEVIntION FROM BRACIN5.5tt *80-7irbinciNo w IA" 10, 1 . - - - - - - - - UP)SEW 19 CM THIS OdIWOR MY PAtLUM III BUILD TK TRISS IN C�WORMINM COMivitm Mo- RE RTION54IPIt- gu LL, G 0 ps� O�� CONNMIDItIS MIS DESIN, FOR t= VIM TIC 'OUBLITt tONTAX MURL* Of TPL jjo�X SpECIML PERM_ Tc LL TG DL t= ME riN(0%1URCO PROM 20 Me GonLVANIZED VECL UtiXtS NENt ONAMIG IMMIX IF. UNLESS 0tKRVI6r 7. 0 PSF UG, 27�4,L972, I= LPIN c= OTOERVISt SHOWN, MEETINC REDJOEMENTS Or 'rdtM 1111118 CRAtt A I VN,� IoP LAIRD C94 BE LnuftriLy BRo'c", Nd, �13#573:, DL *11 =3 PPPLI CONMIDRS fO BOTH FTICCO AT MO XINT nw LOWE, A 11TIR PLY000 11iEFIM 0 PSF (_'A-�ENG MW/MW/MB ; V1,114 p9afmT, INt, 5j Slib'k- OWING VIOTHS ARE 4* NOMINFL LIAWDTHERVISE gtbVw. 607tul ck�unla Ivir"i A ' MILING OR OARCQ�S TOT. � . `11 -4 TRUSS, DOIGN WHOM CONFD0 WIra r0LRWt PADYIStONS OF AS SPECIFIED 04 DbWOSEV19 28.0 Pgr VA LM. 37 -0 2:1 Duk4rn iN94-02040 47PI-70 WKI-n INTERIM, x9im Vt1H FIOE qtt Nt IRCRIED LUA. C. UTCH . 44:0/12 A ­1PI. -11109S PLniF INSTITUtEA- NOS.- NnTIONAL DESIGN PECIFIC911 NSTRUCTIC01 SPALIN 24,0" '!Ypt COMMON