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HomeMy WebLinkAboutTRUSS DRAWINGS®=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPACING NOTE ALL TRUSSES ARE TO BE SET Ai 2.-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE -ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span'or less & 30' to 60' Span �60 degrees Sprea er Bar �r less 1 / % - .._� hog �_— APProx 2/3 to _► span Cigprox. Line 112 of Span RE"LI-- SCSI REFER TO BCSI ._ —,, t be se: d Dane ,sad Truss must be set this way if crane used. This is on example, truss may not match. I , w]y Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses are installed. Q AI FR III AIV E::>L1=R NOT II 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. Carrying Girder For Truss to Truss Connections see hanger/connector Nails must be as shown. Guide tabs o schedule in engineering Dome angle nails. package. Carried Truss SEAT PLATES BY CHAMBERS w,rA*Fn As.1x rtleo n",n+an CORNER DETAIL ' :1 [IHnNGS NO SHOWN FOR CLARITY `r upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. _ A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH P� 9 A Do not stand on trusses until they are braced per BCSI & plroperly nailed to straps & hangers 1 L I � �f GRA Mimi W'IMIMIMISIMIMI�I�IMIMI®I®I® i104 l �//,Ili//,1 �li//;IiI/////I i///li///,li////li//,II' I "© r® ®\I�I�I�I��!I�I■I�I�■I�I�I�1I® IN ova �---A�--- -&M BHA A 91 Ni INVERTED "V• WEBS AT CENTER W/9' B.C. PANNEL LOAD W/ (2) rIN I— HO 1%//%,%//%.I%///i� MIMI BIMI■IMIMIMIMIMIMI®I®I�► I I I �®I®I�I�I©I�I�I® \i�\\\�0\\\�I 4\\``!►\\I`i 0\\0 0 \_ �\,, V 4^ INVERTED N- WEBS AT CENTER W 7 B.C. PANNEL LOAD W/ (2) K ril ♦\\\``\\\\I\\\\`I\\\\\\\\:\\\\\I`\\ /�I®I®ICI®I�I�I�p •^ F - J FABRICATION AGREEMENT TRUSSER CANNOT BE STARTED UNr1L Ttra AgllClt MO soar a Ren7RNED The Npq dever"on dthe plopmtytvhera re etsess wa be hraMad 4 . no 'ugenlpnedA:* MdpseWldWNC - Y. Tloae• We ba merle b atrbd ecrbrdence valt this truss pMcemslt (111ePem byad, vdrdlts rrs soN atltptty for deMmhkp.sbeessU fabrlcaUatt of ft imm�. . z N dmemtse h naa layout he" bean vataW by the tMssgned, .9. Unless Wean recto b pe*Ided by aer00,d and b t7wtrbe„ Trues r� ton NO) deyd of d.e*ery the tader*Ipred epsee teat no tedoeltsgn errs br stowed."tor au surd such tvrWn trotcs Is furtJs w Clownbers Truss *het hers tlrse (� bbrtpWje� Oats it ereclr b begbn repetrs requbed, ark erl6sllp4e o0reatrta*es, at f2wrdteta oDtdn.' 4. TM udraoQnsd adoowMttgee raaslpt d'BCg 1-03'surmryaleN byTPI a WrCA. a D.twy b to)ob .roe ro b rr burWs'nepselbay b trWn the lob der sl4hble br dsMry. t2rrtrbers Tnee lee rle sale ralrorlb/to det*mdm rre s+lOsbaryatM Job Seer at ■ The Wilton nyxh eddmorrr Tne. will be ra*pRsHaiWdumpdetiwry«Yy beurre job .ae b riot preprW lac da°w`y °'eeOtes a Cttrrl6era Thee ices b ndW m �ryr b InpomNs b teemben WX: «b"�' is le' PrWrarsd foe tblsry of trusses. towhp code due tow �trd000m a Prke ss deem 4 prpreph 7 W w Is subJxt b dugs r NW dwtges ate made n 1NiliyouLA$50pmhorrr leer for tevbkns may ahrgodby Chrliber Tnas, . T '►Hs',oa PURCHASE ORDER toCherrrberojirm Or I* sun .greed IN or r roof ipresnarlt • rewasoble pd®. 4Nake we be made on deity snd poM rdrdrt terms of not ton dsMsy. Invdn maY.be ntads et edwe/ed datstbf d*my a blrym rm * lace0 daaery d tebrlated trans. TM ladenbped evaes b pry Ctembara.Tfrae reualeblr ekdnsy a r.. tortwted6re ti.vent apaysrwr nab Ibtsly made. 1-112 %solepmmslBt sgyca . Laalparoaa or Wralls NWMlse one slut congleubs • P n oomklmatlar d Chambers Trues oernmsdb N tame tetaet. ' Pie w Scads an rib rrobdd the ss o e d iD Chdmbss Truw Many � V mebrbl and r"'t'o and Y Indebtedness owed b uch ►ulebhOne" V stpmeys 1sae, tr def sue In swe"ro rOn rR PMrerd br rrtdetLl W made tlts 10. In the sued of Try lemalpn anoertltrle>Ms aPestls4 ee robin tsnbhed lersu der or paymsd* referred b Itseh. the pardn at:se rrst 1M eple very tier Try such edcrt we be Saht ►GoN Coady, Porrda. 11. Design mW"NMN sea Per `Ndlorgt StardeN And RotAnnerdedOddeasse on Raiporpoldles FOr CotrbuclOn Using Metd Posts Corecled WoodTtussn ANSVfWWIC.A 4-20Dr '•,,, ' oATeo • —�, - SIGNED , Tors TnbF . _, A,pfe.Armrmaybefey"per"EC511--bpmm t"&d>ff mgL • N MOO Ply trusses must be fastened together per angtnewing beffyn they are sK fa6ure tie do so can rseultIn roof cotlallsim Ternpon" and permanent bracing am required sad can save Ofe and property and b the rss;nMo blllty of the bilge erector. Study the contents of the Womiation packet lIn laded on doUwry before settim trusses. litaeesmudbeastandbracedpsrdedonbPewrdifta lsfft9 Trusses tnust be sat phanb and square Do not'in bunks or stack of Plyswod, rooting material or any . others cdefbrrtrabd loads on trusses, tlrb pn cause co6a Da NOT SET TRUSSES USING THIS IV *YOur •USE LAYOUT DELNERED VM TRUSSES Ta SET TRUSSES CHAMB ERS TRUSS INC C 31060Ieander Aiienue Fort-plerceir Florida 34982-6423 800-551.5932 Fort Pierce "2486-2012 Fax 7T1i86S/11 ' .-v.,"",tl.seh 772JUM-2012 Qlbrr,e�eret . itect's representative's shop drawing approval is NOT a "double check" of the contractor. 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 e y antl uplift loads and their res a five locations. 920/93.2 MITEK 4.2 APProved 6y : Date : DESIGN CRITERIA Braden R Braden A.I.A. p,p, County SAINT LUCIE Building Department ST LUCIE COUNTY ---� Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake w Loading in PSF Roof R.D.L. 'o M I Top Chord Live 20 tv w Top Chord Dead 7 4.2 m c Bottom Chord Live 10 Non -Concurrent .. c I Bottom Chord Dead 10 3 E :; TOTAL Load 37 7.2 w ac Duration Factor 1.25 m eq I 1 Wind Speed 165mph Colo m a Top Chord C.B. Sheeting by builder. 0 16 Bottom Chord C.B. Sheeting by builder. m Highest Mean Height 15'-0' U Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 RD.L.=Resbaini Dead Load C.B.=Corftimfous EkaCft Verify DESIGN CRITERIA shown above With the building department and your engineer. 4 Design Criteria is the responsibility of the R"'diria Desi ner and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11392 WScale: 1 /4 =1' 82 total trusses, 15 different trusses. Fooloses MI 4: RLC ACAD: RLC Reviewed By: e, Date:10/07/15 Revised:03121/18 IK _ � FOR 14'�" 6' 4" 14' a• e _ _ _ _ ' ,4•-4• ' ' INDICATES LOAD BEARING _ s� 14� l WYNNE BUILDING CORP. REQUIRED BY UILDFRUSR �� E v v �� DESCRIPTION. SUPPLIED BY BUILD) R i CLOUZSED AREAS ARE OF ; AT A HEIGHTFINISHED FL PORCH RIGHT % SPECIAL CONCERN Y MUST BE PORCH LEFT ABOVE FINISHED FLOOR � CHECKED CAREFULLY &MAY � 71' CARLTON 3BED REAR PORCH t INDICATE DEVIATION FROM ��_�� �%PLANS.�� PAGE 1of1CUSTOMFRINIIIALSEACH PAGE 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M11392 -75i3(o 05 4,01