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Home My WebLink AboutTRUSS DRAWING 12-22-17A =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING ,. TO DETERMINE IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI 30' SD6n or less \ 60 degrees / or less Tag line 1/2 span —4- approx. REFER TO BCSI Truss must be set this way if cane is used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. �App x x 213 to —� to of span. REFER TO BCSI Truss must be set this way if crane is used. Truss is an example, your truss may not match. Insist cram operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses n are installed. A s II -- AIR HANDLER 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. WARNING v The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN I I CARRIED CARRYING HANGER ID FASTENER FOR FASTENER FOR TRUSS TRUSS CARRIED TRUSS CARRYING TRUSS 'Please refer to Standard Engineering package for general instuction on installing hangers f0d=0.148" x 3" 16d=0.162" x 3 1/2" REPRESENTS A HANGER SEAT PLATES BY CHAMBERS TRUSS M Legend LOAD BEARING AT 8'-0" INDICATES VOLUME CEILING &ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A STRONG BACK OF 41' as 46' IN LENGTH!! O Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers I! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. Ci(Xv,pea� sa arArovm e, en.®en err oe TMU cc�aerrw ear x CORNER DETAIL Io�evwvra wrswwrrotcaAmT PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-0" TYPICAL VAULT 11 di FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UM THIS A133I M@R I$ SIGNED 6 RETUIM latd"syned a**vv dges and agrees: 1. Times rrtl be roam in *0 aocordarae we lets toss Placement diagram Iayi sit" Is the sate all"fa pawfluning success" buic lion d the trusses. 2 AI 6ho"s ors ih los IaYDmQ have Gem vetted by tlla tndesBrred 3. Unitss when notice 's prorimd by oMi6ed merit b Charters Tom vrt46 net (10) days d agrees bal no baddiaiges rIa be alolved. In the event andh Now naive is trmtshed Charsbn�b ua 14teer io der dbft (3) b mesmeda s i vvNas b begin "eras taluirep. Or to Nbs"oitx tosses. at Chambers apim, will be aooa6g b Florida ataide 558. 4. The undersigned aArowbdges retelpl d'BCSr smsteay shed by TPI d WTCA 5. Delivery is b lob site. h is me buyers respmsbiy to make the job sb arttable for dep". Charters Tom has the sob ad odry to determine to sutabiy Of to job stile or a portion of The job site for deire"y pfa� Tam s# dmnD deivery only The blryer ts mspersbb tier addtiafal do"e i Chambers has Tom O redeliver because job site a not prepared tier defray or htryer ts lint fscpaed for delivery d t t= Buyer fie espo sole b Chambers Tom for bivitg costs due In site m;Dll�ds, ee Jor revisions may it charged 7 bellow e t True b drags t a ny Changes ere made im trio bfmt A $50 per hour mgl' � charged by Chamo"s Tom. 7. This is a PURCHASE ORDER b Chambers Tom of M an agreed b6 or t an agreement a temamble pca'. nvofce vat be made on delivery and paid wow ttms Ofnet on delivery, htvil ma may be made at sme4ted dab d lelivery it buyer cannot acem deivery of Fa6nicabd Yfsses. Theundersigned a In Pay chambers Trim easonable abrney s fee for rnleetias in event ofpayment rot finery service. dried for al saw tot paid withinlens. charge will be 8. Signature or nibals atysbae OR ilia sheet mroEYms agreement b al faros herein. t 9. In Consideration of Charters Tress attending aefrt for on main M anderaguarI tionarationally eynonl whan due of any and al ildebbldess uowed 10 Chambers; Toms by fees' eater.9turadnleas dersuilined agrees to pay sots indebledmhesa irJl"dag annoys barsbeoent. ifdtdaul in *a for malarial be made by The I 10. In the event of any Ttigatips crsrinng lets agreement, the isms funtslod berettder or raYmerets Stills� lot vein, the parties agree far der sate venue Its any such ardo s fvi be Salt Lode Canty.lori Fda 11. Design tesPonsbifes are per-'Naimal Standard And Receertded Ghidm�ras On ReVionsibiales mstuction Using Metal Plat Cillarwbd Wood Tosses AHSUIPMTCA 4 - 2pp2"^ For 1 12 Warranty is per Chambers Tom Wa ardy adedad• TITLC `. �r•ww..ra, ".az nor requlrea per -vubr- to prevent Injury S damage. Aultiple ply trusses must be faatoned together. per angbilearinig set, failure to do so car bore are emporary and permanent bracing are r.ddhkb.equuired and can save life and property and Is the responsibility of the truss erector. Study the contents of the information packet included on degvery before setting trusses. Trusses must be set and braced per design to prevent Injury & damage, Trusses must be plumb and square Do not set bunks or stack of p cod, roofing mderw or any Dow concentrated klads on busses, this can cause collapse_ "' rsvr r"J"M" IRUJJCJ USING TNS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC venue Fort Pierce, Florida 34M.ti4x{ Fort Pierce T12-465-2012 Fax T12.46W11 Vero Beach T12-SW2012 Stuart n2-286.= Web Site: CHAMBERSTRUSS.COM Email: MAIL.@CHAAABERSTRUS&COM SCANNED BY St Lucie County "E C07 a Architect's or Architect's ropresentative'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 gravity and uplift loads and their reoesective Approved bale DESIGN CRITERIA iAX�M FOR COIDEa1gf AS 58C ON County Building Department SAINT LUCIE SAINT LUCIE COUNTY wind Design Criteria ASCE 2010 Wind Design Method Roofing Material MWFRRS(Dip yCC hybrid wind ASCE 7-10 Loading in PSF METAL Rod R.D.L Flom Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live -10-Non Conctirent 0 Bottom Chord Dead 10 3 0 - Total Load 47 72 0 Duration Factor 125 0 Wind speed t ti5mph Top Chord C.B. Sheathing by budder Bottom Chord C B. Shealhig by budder Highest Mean Heigh 12' Building Type Type Enclosed Building Category It: Non Restrictive Exposure Category C>Open Terrain with scattered obistructincm Miles from Ocean 5 Conforms to Florida Building Code 2014 RDL=Restran" Dead Load C.B.--Corti sloes Bracing ( Verily DESIGN CRITERIA shown above With the building department and your engineer. <= I Design Criteria is the responsibility of the Building Designer and/or Engineer of Record I Chambers Truss Inc. Drawing Name: M11417 SCALE: 1/4" = V-0" 83 total trusses, 20 unique designs 7119g(o Designer. RLC Reviewed by. RLC Date:12107117 REV:12115/17 FOR 35 �Cl WYNNE DEVELOPMENT DESCRIPTION: GEMINI GARAGE RIGHT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M11417