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HomeMy WebLinkAbout066-130-001�,•..�.* ,e ' IV N+! T r,- THIS ,DESIGN HAS BEEN 'PREPARED FROM 'COMP.UTEi 1NPUT, SUBM1TTED, BY 'TRUSS",- ABR IC�A`TOR" Ot'"CHORD 2X4 F"IR-LARCH1 TC,, k-Lt)C L ,�R: x.29. 6. tg l 1.55 17. "22.'45 27.9A 33.71 H A "FIR-LARCH sal : ; 29 8.>I2 BOTk (:HO 'D " 2X . R C k -LOG L-R.. B <. 17.lA 25..3T 33.71 ,-.. ` B ,'t , ._, t i_: �sR STANDARD ,. o.. � yy C ARCH: r :,,' k :.��Ww ,,X :, �",V4" q 2r,4 ,�`:LI.R � ,.. ,,:.. . ,.� „ ... .. :. ..: .- .. ,.. , .,.. 7. t� d... ,.. .,r s s�;s� !'; d',Y � � :7r' *,. v,, r,,. °� .f. , .. INSYDE'EN'�. , ",:° ,. ��� , r ., r,..:�. ,,�.,. . rc. ,„ ,, , �r�_ • .�.,., ...° , . ,`. , - . ,,, _h � G�kEQ`s6EITH , EDUAL •PANEL'S BE'f�'EEN. . ,,.,DS � , �. �. , :,,4..._, ,, . CCtjRDANCE 6/I7H TRUsS ESI . .' :CO HECTOR PLATES MUST BE ..IN8TAL�.ED IN + Y j OF SCARi• CUTS" UtE:ESS OTHER4IISE NOTED. ;' "`',.,; " :,�°%, "�• u ,. ' itEgUYRENENTS OF I.G.B.O.`RESEARCH REPORT x'2949. 1 ALL PLATES, ARE TO BE CENTERED ON THE, JOINT, LEFT T.0 RIGHT AND TOP TO BOTTOM EXCEPT WHEN LOCATED BY' NSION CIRCLE OR DIME SEE DRAWINt�'130 FOR "PLATE LOCAT'1ONS ON TYPICAL JOINTS. IT IS THE R'ESPANSIBILITY,OF'THE BUILDING DESIGNER AND TRUSS O DRAWINGS A183 AND A1Id4R FOR QVERH,ANG DETAILS. FAB.RIC�ITOR TO REVIEW THIS DRAidING PRIOR TO CUT"TING: LUMBER TO REFER t, VERIFY"THAT ALL DATA, INCL"UDI NC DIhiEN5I0NS AND' LOADS. CQNFORt�I'. T.nected TRUSS AR C.HITEC,TUP.r�1L PLANS/SPECIFICATIONS AND FABRICATOR'S chal.l be lat.erall b. To THE Top chordy raced with p^opF-,�.' LAYOUT. puzlans; s I` x� k, # at a maximum of ` 24" 0.'C.', unle Tod sheath e , a :A 'a1-tached directly to top chord. rz * Bottom chord checked for 10 PSF live load. e :........oma. , - - - 5X44 r �' 5X4,`- SX�a 5,00 1.5x3 1.5X3 3• ' 3X6 X6 . SX4 PZD1 x� 'g 5X4 R-163Tt V- 3.51' R-13374 41- 3.51» 24" G.H.• 34 D-Q OVER 2 SUPPORTS LF REV Ia,D.> scRlt° D.zsDD. PLATE TYPE--RLPINE SEON--130684 * FURNISH R CDPY DE THIS OESIf3N 70 ERECTION CONTRACTOR-- ALPINE ENGINEERED PRCOUCT'' r ING TRU ,ES REWIRE EXTREME CARE' DESIGN .CRI �O REF p r� IMPORTRNT" $ SNRLL NOT BE RESPONSIBLE FDR AN; RRNING IN HRNOLINGr ERET:TIDN AND ��ia p4ESa1(}^'4,LL PSF DRTE 9IO2I p C� C� DEVIRTItlN FROM THESE SPECIFICATIONS f>A PNC DEVIATION FROM BRACTNG,StEL BRACING YDCQ TRUSS; J�..�p E f, ,TFIf%� n C= p„ Ca � CTa THIS pESIGN DR RNC FAILURE TO BUILD THE TRUSS IN,CONFORMNCS rHCOWENTRRI FM RECOtut DAT,t SPECIAL PEW ! ~ .`Z�r f"..M"' TC' 01•, 10,i 0 PSF DRVG 008421 87244005 '... O a o LATH THE "DUALITY CONTROL MFtaUHI DY TOT. REPINE CEL U - BC DL ' 10 . 0 PSP Lr ('ENG FM t� p ARE TL';NLrHCTLRED FROM 2D RIMJGE GRLVAN[ZED STEEL UNLESS HENT BRACING QN, TOPR449 GPM R.EDUIREM4NIS- UNLESS OTHERWISE C T SHERTHINGM a e.a.3-i- y j TOT. LO. 40.0 PSF Q/R LEN'. 34-0-0 LPI N p AP ICDNNEOTpl3r S TO BOTH FACES AT EACH JOINT HRNO LOCAM AS 0170 PROPM1R 4TTIiCHEO ('I YYDDDLRTER�LT DRACED ac smim. BEPRING VIDTHS:RRE 4" NOMINIi E OTHERWISE 01OF ,� (iOM " CHORD"iltTtl R[GID,CEID p ` .�, r OUR. FAC 1.15 PITON x.0/12 o, ! TRUSS DESIGN STANDARDS carFDlln YTTH PPPLTC R DESIGN VITH FIRE R< R4tlRN1 TRS ERTED LUIIBEA. r Ir X w� o .NOS Fro •Tet IPcn. SPRCING 24-.0' TYPE CONN- f:� � •--TPi M TRUSS PLATE INSTITUTE)-- NOS •'NiTID!*L DESIGN SPECIFICATION FDR dIWO CONSTRUCTION g � `•� I J08 s,' 13533 TOP ICHOKD BQT ,CRD FHA leas F OR n,- THIS © REPAREO FROM CID,MPU7ER IN',UT.r SUBMSTTEp BY TRtSS 'FA�RICR N ti, E51GN '.NAS B .N P TC X—lOC L R, 0'`?9 I �7.. 2 T 35 27.73 33 . 71 FIR -LARCH SS' F IFI—LARCH SS ,, „ — s k, g.29 '._ 8`.9 b7.8, `25 s� 4m .95� 33 y _ 8C .X LOC L FZ � ;., _.__ . ...:.�� �.�nunAo"A ,x s....... ... � .. _... .., .._ .`� � .,...,4 .....aY. .....:.,..,,�.. ,�,Y._.o...� r .��.:;:,., wa,..a�!+..,,�.�s.. ��... .�r.�.�.'.�w.'. ++P�,_,R:°�..r.P%,