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Home My WebLink AboutCHAMBERS TRUSSA =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. I MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. l®y!m DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' spIn or less Q 3 pre r B an 3re deer Bar 60 degrees or less Tag line '— 1/2 seen —4- Tag One �" Approx 2/3 to approx. 1/2 of Span. REFER TO SCSI REFER TO SCSI Truss must be set this way if crane is used. Truss must be set this way If crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. 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. A 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. A --- - WARNING Zis 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 CARRIED TRUSS CARRYING HANGER ID TRUSS FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS 'Please refer to Standard Engineering package for general instuction on installing hangers 10d=0.148" x 3" 16d=0.162" x 3 1/2" REPRESENTS A HANGER SEAT PLATES BY CHAMBERS TRUSS ch Legend p LOAD BEARING AT8'-011 INDICATES VOLUME CEILING &ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A STRONG BACK OF 41' - 46' IN LENGTH!! A Do not stand on trusses until they are braced per BCSI & propeily nailed to straps and hangers !! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST EE TAKEN. I PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-0" TYPICAL VAULT "0-00 2 o N o th N -3 PLUMB CUT END 2X4 TOP CHOFO WALL HEIGHTS'-0" END DETAIL: TYPICAL SCANNED BY St Lucie County FABRICATION AGREEMENT 1 TRUSSES CANNOT BE STARTED UNTa. THIS AGREEMENT IS SIGrIED & RE L"*D the undersigned acbtowbdges and agrees: I. Trusses WE be made if strict accordance with fill truss pbeemest diagram layout which is the sob anMuiy br Jellenninirg Success4d fabrication at the busses. 2. AN dnhensiDns in on laymd hate been "road by the a dersigned 3. Unless wribn nn0fice is provided by Is mail b Chambers Truss wain ten (10) days of ddaery the friderudifted agrees fiha no badrdharges will be allowed In the event such —am nice is Jamshed Chambers Truss have tree (3) business days in which to begs repairs required, or b subdlrle other i nines, a Chambers option. Idea 10 days of delivery mmedy will be according to Florida stabb SS& 4. The undersigned aduhowbdges feceipt of •BCSr suemayr sheet by TPI & WTCA. 5. Deit'ery is to job sipIt is M buyer's lespahsbity In, make to job site soteble for deivery. Charters Traws has he lab autnrity to determine fine su itahilyr of the job side or a portion of fife job site for daFey. Chambers Truss WE resrrsble for dlrnp detiMY Only. The buyer Is responsible for additional deiwy eKpmm t Chambers Truss has o redeiver because Job site is not prepared for delivery or buyer is not prepared for deivery, of tresses. Buyer is aSpOnsible to Chambers Truce for ill" costs due in, sib co dI iols. 6. Price as sham in paragraph 7 below is subject to do" i any d anges we made is tits tetoul. A $50 per boor as for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER b Chambers Truss of the sun agreed in, or i no apamerd a reasAmbls pdoe Invoiced be made on delivery and paid wits lens of rod on delJWY. khwioe may be made at srhedded dab of "MY it buyer eamot area delivery of fabicated bassos. The undersigned agrees b pay Chambers Truss reasonable agon"l fee of celectiers in Stood Of paynferd not imdy made.1-12 % per month serving charge d be added Our all suns not paid dim lens. 6. S idnaue or nhas anywhere on to $heet arhstibdes agrSMW* b at bras herein. 9- In consideration d Chambers Tam adendi g a" yor M nnatersl the hsdersigwd rhce addion ly guarantees payment when due d any and all indebtedness owed to Chambers Trm by my soft oeoei" material ad M Indersigned agrees to pay such ihdebledness including atuney's fees, l debdl is payment for maerpal be made by M mcout 10. In M avent Of arty VOW" cm=Oig fits sWemneK M ims fumsbed hmnadw of paymens raferhed to herein. M pates agree fiha M sob vane for any such action will be Said Ludo County. Fkdda 11. Design resppsbities are per —National Standard And Recommended Guideims On Rnpombillifies Fori Mkucim Using Metal Plate Connected Wood Trusses ANSUrPUWTCA 4 - 2002"" 12 Warranty is per Chambers Truss Warady atac ed. j A spreader bar may be required p= to prevent injury & damage, Multiple ply trusses must be fastened together per engineefing before they are set, failure to do so can result in roof canapes, Temporary and permanent bracing a.ddkk�retplimd and can save We and property and is the responsibility of the bun erector. Study the contents of the information packet included on delivery before setting busses. Trusses must be set and braced Per design to prevent injury & damage. Trusses must be ad plumb and square I Do not set bunks or stack of 09ft roofing material or any other concentrated loads on busses, this can cause tom. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC ddOi►'KA venue Fort Pierce, Florida 34982.M Fort Pierce M465►2012 Fax M4654T71 Vero Beach 7T2-569-2012 Stuart M-2W3302 Web Site: CHAMBERSMUSS.COM Email: MAIL@CHAMBERSTRUSS.COM The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responill V� FILE COP for checking field measurements Archi and other construction criteria. Archltaet's I apptoval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their ragvve gcatt APPfoved By;`' / — war. t Braden 8 rader _,_-_--- Orreal omrrr'WE DESIGN CRITERIA AS SOC/0°'a' County SAINT LUCIE Budding Department SAINT LUCIE COUNTY WSW Design Criteria ASIDE 2010 Wind Design Method MWFRS(D'rectimWYC-C hybrid Wind ASCE 7-10 Roofing Material METAL Loading in IPSF Roof R_Dl Floor Top Chord Live 20 0 Top Chord Dead 7 42 0 Bottom Chord Live •10-Non Conoc rent 0 Boffom Chord Dead .10 3 0 - Total Load 47 72 0 Duration Factor 125 0 Wind Speed 165mph Top Chord C.B. Sheathkg by budder Bottom Chord C.B_ Sheathing by bolder Highest Mean Height 17 Building Type Enclosed Building Category It: Non Restrictive - Eflposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2014 R.D.L=Resbairsg Dead Load C.B.-CorM6suous Bracing t I Verify DESIGN CRITERIA shown above with the building departrnent and your engineer. <= I Design Criteria is the responsibility of the Building Designer anchor Engineer of Record t Chambers Truss Inc. Drawing Name: M11417 SCALE: 1 /4" = 1 "1 83 total trusses, 20 unique designs Designer. RLC Reviewed by. RLC �L g ao-yo fjQ/ �jp Date:12/07/17 REV:12115/17 FOR 79100 WYNNE DEVELOPMENT DESCRIPTION: GEMINI GARAGE RIGHT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M11417