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HomeMy WebLinkAboutTRUSS DRAWINGARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. _SPACING NOTE A'_L TRUSSES ARE TO BE SET AT 2.-C ON CENTER EXCEPT AS NOTED DI DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ® IF MULTIPLE PLY. 30' Span or less A �0 degrees \ or less *-1 /2 —1, _�g Line SPen OPProx. puss must be set th s way If crane used. vss _ nn Pxample, your be:5 may mt match ,sret One operates sets true this we, 30' to 60' Span Spreader Bar hog —Approx 2/3 to_,. Line 1/2 of Span REFER TO BCSI ,ss must be set this way if crane used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A AIF=:W_0 F I ZNi,"9::>LEF=:Z NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. For Truss to Truss Connections see hanger/connector schedule in engineering package. Ld4VER.MIX6 Ml HOI BEVFIE6. 6EE ST.wwRn Ljw 3qy rxcwEauNc. —n6� CORNERJRCKs Ip.,•b il ONLY f 2a• CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY SEAT PLATES BY CHAMBERS L O INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDEF: AT A HEIGHT OF 8'-l" ABOVE FINISHED FLOOR heel=315116" PLUMB CUT END 2 x 4 Top Chord BEARING HEIGHT V-1" TYPICAL END DETAIL ., 12r, 14' 21' N Q m aJ m aI call m m so m m m CO so < N �I� N J2 <V J2 J4 zo Ja J6 J6 GRC A6 I A4 I A3 I i A2 I I I I Al I I Al I Al 1 04 Al 13'_721" 121 I IN . At I I I I Al I I <V Al to I Al 1 I Al �I A A S A of W O N A U F- A wEE w �WU Qz A LIJ 0 W m Q A Z F- z o A " N A T SETBACK BOSTON HIP TRUSS Bll GRB i� > ' J3 y rn � B Jl B I B o I GRA U') ----------------------------�� JC9 JC c I . , I N I I I - - - - - - - - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - �0 B 1' By' 1' 84" 15'-10" 5"1 2-19'-6" 2'1 35' GARAGE LEFT �c. \ NINE, \© 1 ------------' \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ Is,, .; INA PM \l ^\' a \�BONN ,\ MEN Nil IN l .I 10 r �W H file GARAGE RIGHT 75 27 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT F�BRICATION /\GREEMENT� cArafaraesrArrrEOUNTO TTosMeiri$alEyrrgeroww 'II TM kgd dssaldla, der WCP@d rwhaa VW huge• VA be kWh" k . TURNED I.Tlo" vA to mods In atrld aaeardarea aah alto Dlas UinsowWAW*forddemlhip.suooesa,UA bnderhwess '�' J;b M dnrertHarr ht 0is kYorrt how bean wre1W by tlr aadsrdpled. ddeOwrY the tndardenrd apase tllet rq 1no IA tinf nW b t7ornbws Tnrs Mh12 gn:4Ol Wirer not IS,.aunt laimTerse q'W lane thnr (a) d ile ra0aha rsalka4 ab aihma.-- .- .- ,-.,-....... vw w,sra reeparl•IhipT b meta era Job sb euttabb b .Chambers 7� ho er aoN autllalgr b tleremYnrs � �ly�� Job sae of n r taryer a naparlbparmaonel 's 7nr. w1 ba mporpEb far dung dahpy oMy aap job see le not pnepaned for deerery axpenass a r]rerrbars Tnrs has b mnke•a dM.ary or lryaY not prspaned fa kn, of h,rap, M 6 nwsaporr6k b CharMers Tnrs btbwby rwY dug b oCe mndlbna. Ih Pike " shown o pahholr�' ' 7 babiv b euhJed b rues a aq draglss liloads bi A rbalsione may be dra0ad by Cryy, Teas. Thb k • FIM011i ORDER b Chanbae, Teas d er gun goad b, a e rrll.�, reenact • reataiahls fake. hlwiw sal M nrds an delaay aM paid eiein temr d roT Y. Imtoks rinoy M nnot 0004 mWs at adledlibd data bf delivery a buyer obun fee for eded4r ti event d'�'a�rd gorse b pay Chambaa.Tiva rano ble es to be added fort sums not 'm's rlol &nary tnrds. l-iQ %paraLOnth sef�ee ptddwlein lama. al, III anyafrremebb oMetoaaMAN agreement al tern herb h ooemldaratfon d Chan bars rear mdendkp asdlt for eda n118L er ardaap,ed eaerary Waoabas paRnaa w,an due at any and a hMebleaness awed cctrbsi i Tlnm by.iew erlay =k; matedai and the uldaspnrd Pees to bredMse bdudnY aWrwis fees. O default In pagmat for meterlW be nlatli�yra'd'ths Will . b the wag d army ell on caKprYnp ode h hxrd&. ms d a ainda ryrads rsfand to orkas the Wntlss agree erl er agreementeple ma hevsa•e for arty such adbr, wa ebb tLds l.aalpy Florida. Dstlgn nasponrmla9n am pa'Nedo" Statlrd And Rtlta,mMadlaledeenea o n �ZCOIb61•dbh Uaip f.1e4W Plw Camecbd Wood Tupes FOR TITtE — �. = AAultlpie ply trusses must be fastened together per anglInser tB before they are let, fanure to do so can resulthl rear coitrp4e. Temporary and permanent bracing are required and can says We and property and Is the respomilb Uly of the tIL6a erector. 'Study the contends of the Inrormatlon Ipacket Inducted on delivery before tcewng tnlssms. - Ixmeeenwdbeadwdbrawdpeyrdaeblloprrm kijuyachimage. Tnrasaa must be set plumb and square Do tiotbat bunks or stack of plywood, rooting retailer or any 'othelf cotlCentrated loads on trusswr this can cause collapse, DO -NOT SET TRUSSES USING THIS LAYOUT ~ USE LAYOUT DEUVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort'Pleri Florida 3498241M 800.551.5932 Fort pierce T12465-2012 Fax 772.466.3711 Vero Beach 7n-668-2012 Stuart -Tn- 863302 - no .4rehitracca or ArchiYrr4a';; representative's Shop dratwine approval. is NOT a "double check" of the cdntractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gr it and uplift loads and Sheir re ctive 1 Ituaills. MITEK 4.2 9Approved B 18 20/93.2 y DESIGN CRITERI1t Braden— P.A. County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria A.'SCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Roof Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 37 72 Duration Factor 1.25 Wind Speed 165mph Top Chord C.B. Sheeting by bulkier. Bottom Chord C.B. Sheeting by bulkier. Highest Mean Height 1211 Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11324 Scale: 1 /4 =1' 83 total trusses, 27 different trusses. MI 4: SAE ACAD: SAE Reviewed By. Date:07/19/12 Revised:0=1118 FOR WYNNE BUILDING CORP. DESCRIPTION: 70' CARLTON, ELEV. D PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M11324 71 F I oees e-De.1 illiiiiJo e4e