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HomeMy WebLinkAboutTruss DrawingI File, COPY A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE 5ET AT 2'-0: ON CENTER EXCEPT A5 NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE Ak IF MULTIPLE PLY. Q DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less j 30' to 60' Span 0 degrees Sprea er Bar or less T 1 2 g Line span approx. REFER TO BCSI Truss must be set this way if crone used. Tnns Is an exampl% your truss may not motah. nest crane Operator sets truss this way. hag APprox 2/3 to_j, Lima 1/2 of Span REFER TO BCSI uss must be set this my if crane used. This is an example, truss may not match. Insist crone operator sets truss this woy. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A& AIF2 HAN9=)oLIF=F2 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. Carrying Girder Nails must be as, shown. Guide tabs Dome angle nails. SEAT PLATES BY CHAMBERS upset=1/4" heel=315116" 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 Tf\'USSES FOR THE FIRST MODEL SHOULD BE ,HIPPED AND SUCCESSFULLY SET BEFORE ANT MORE TRUSSES ARE BUILT FOR T-AT MODEL. _ A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH A Do not stand on trusses until they are braced per BCSI 81 properly nailed to straps & hangers _ _15'-3" I 1 FABRICATION AGREEMENT' TRIMES CANNOT BE STARTED it X TM AGRE}]1F]IT 13 WWW a RETIAeIED 71is legal dowt6m dew ptopadYwhm aw bsaw wo be trtdW Is: The tadengrnd admowiedpw and preen: 1: Trmeerr pa be made In strict aocbrdaae eat ft buts Ptsatrwrt dapram Myout r l"U the eclat sttl odlytw detamiirV.a+dolagul tmrkalbn of to susses. 2. All dmanslons In this layout haw bare wxmed by the aMssipned, .& Uni is written notice Is proMded by catiiad mil b Cherrbas Tana weir tsn {1% drys of deMaY the tadawIII gees std ro Wdadtargss WE be afore 71M evert such allow notice b ftrrlslhed Chaetwrs Tngs alW hen d, seas days h mfedh Lobo*d=OdkaWhOas[bsasatChmlbaPHAI, 4.Thsb maw of"SCSI 14W w av eryalyd by TW a VnOk a DeNay Is to job us& Nis sw buyw %ImVmWbft b ras"i ow Job as sr#able for dantly Chams bers Trust has the ode WIthadpr 10 determine Its atdehny of Job ass at a poison dots lob she fardasrarY• Clwrrhbara Truss tea be reeporpaM for dtalp dells y aNy. The buyer ts mapawWa faraddtlorher dNNery ermsswc rChambers Truss M b nedeiver btrcrtae job slca to not prepared for delvaY or hryar Y not prspssW for delrary ofbtssas. pink mpmeblo b phamWn Tess fot tordhp costs due b slit oertdtions 0. Pits as shown h Pera�RaW17 Debw Is, subject to ciwpe sany changes ss.meds RI ihle_f y&LASMperhowINbrM alms may bedagedbyChambers Trim ' .7. Title Is a PURCHASE ORDER to Chambers• Tress of the man greed a or If betaamam a reasonable price• broke sun be reads an deirwy and pab w 1t hh tam* of bn daivery. Wicks may. be made at scheduled date be delvely i buyer anal deMry d fabrla6ed twos. Ths wderslpnd grass to pay mmt=.Tlm masrrYN altdrisys fas for rnieaterw h.vert d paymsst not Mtdy made.11-= %per math *Wilco . twigs ra bs added (oral auma not peidwAoltt Was. . 0. Slpwbaa or W Wb arywtas an this sheet conathi s agreement to at Wrm hereh. 9, In crosderatlm a Chambers Tam edah$p crud W this material s» wdaalgresd aaatdaerwlY 1Neraahaa payaterd when due of all and all ideh0edness owed b Cha bens Twes by.say VOY mc"V material all the wdaslgried agrees b pay such indebtedness knck A atprneye fees, s def" in payment for material be made by the 10. In t e evert of any aptWn caxem4q sic sPaameaL sa IIMm tanhtwd herau der b poymerhb referred b Mreh, the Portia. ease that to sole issue for any such salon we. or SaLwl Lech Canty, Fulda. Jr. Detbn responsmMbs" per-NObnW Slandard And FOttinsendedOrldeiw On RsYpahr✓baties Far Construction Lhthp Metal Plats Conneeled. WoodTn"as ANSV[pINVTCA{-20gr' •t� DAM- SteNED r FOFt, TmE -�• Aspraidwbarmrybafe" per"WB i-0Tb pmwwti jlrybrl>tproga AAuidple ply trusses must be fastened together per engbraerhfg before they are set; faUareto do so can resultln roof coUapee. Temporary and permanent bracing are rsQuked and can antis 8fe and property and Is the pwpomstbigty of the truss erector. 'Sttrdythe contents of the Woon tlon hyefuded on dedwry before g tri� 7Yln mmustbeaetandbmcedp�dBdMIDFeuartrjtayGdanfpe� Trusses must be set plumb and sgvan �Dueo{,, nott"t bunks or sta�ac_k ofep..lyww000dl, room* mlaterW�wor_r any VMtar tw64ontnrbed loads On rr awt thb Can Ca{ree (rNM DO'NOT SET TRUSSES USING THIS LAYOUT .;-USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plerce; Florida 34982-6423 800-551.5932 Fort Pierce 7M-466-Z012 Fax 7724fi A T11 Vero Beach 772468-2012 Stuart -T/2-286330 The Architect's or Archrtaet'o ropmagntathe'S shop drawing approval Is NOT a "double cheek" of the contractor. The contractor shall remain responsible for checking rigid measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their re pective locations. Approved By: �4/11 910/93.2 MITEK 4.2 ^radon a araden A.t.A. P.A. DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake _Z w Loading in PSF Roof R.D.L. R e 0 Top Chord Live 20 w10 I Top Chord Dead 7 4.2 o Bottom Chord Live 10 Non -Concurrent 0 o c Bottom Chord Dead 10 3 I o TOTAL Load 37 7.2 m Duration Factor 1.25 ca wind Speed 165mph `—° Top Chord C.B. Sheeting by builder. 2 t Bottom Chord C.B. Sheeting by builder. v ~� Highest Mean Height 15'-0' Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 R.D.L=Resbainin Dead Load C.B.=Continutws Bracing [Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the BuildingDesigner and/or En ineer of Record. Chambers Truss Inc. Drawing Name: M11392 Scale: 1/4 = 1' W82 total trusses, 15 d'rfferent trusses. MI 4: RLC ACAD: RLC Reviewed By._,,4e& i�— Date:10/07/15 Revised:10/15/15 14'-4" l 6'-4- ' 14, - - , FOR INDICATES LOAD BEARING �—w� i— ww� _�� _ 1 -4 V-4 Ilk 14 4 ' ' WYNNE BUILDING CORP. REQUIRED BY TRUSSES — � � SUPPLIED BY BUILDER J# CLOU�SED AREAS ARE OF �� DESCRIPTION: AT A FINISHED FL PORCH RIGHT ,� SPECIAL CONCERN & MUST BE ; PORCH LEFT 71' CARLTON 3BED REAR PORCH ABOVE FINISHED FLOOR CHECKED CAREFULLY &MAY PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE I INDICATE DEVIATION FROM %PLANS.,� ,••�__,� 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M11392 -7V�a2- S'a >%/o/cs i�d Vpr* \\\\` \\\\\I\\\\\I\\\\\ \\\\`I\\\`\i ���I�I.I \1%NOi i.�\\\\`I \\\\i \\\\I\\\\`�\\\\I\\\\`I``` IllsINVERTED mg ppp- SM vhm I, 4a 001111 Nil MAP ION `Y- WEBS AT CENTER NLOAD POINT I nAnq PER TRUSS FOR All-W �Q % ___�I BOSTON HIP�IIIL• \' _1. 001 INS, W /�I©ICI©ICI©I©ICI©I■I�II�I�I�I�I�I�I®I