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Home My WebLink AboutTruss Layout - Carlton(1) @ , =LIFE SAFE WARNING HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT FABRICATION AGREEMENT This symbol identifies Life Safety Warnings that \ Do not Stand On trusses until they are graced per BCSI & properly nailed to Straps and hangers : ! TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED &RETURNED should be read and given special attention to all The undersigned acknowledges and agrees: persons installing trusses. & ARRANGE WITH CRANE OPERATOR I N ADVANCE FOR A SPREADER BAR O F 17' - 23' I N LENGTH ! ! ARE BEVELED. �� 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for: ARE NOT BEVELED. F SEE STANDARD � determining successful fabrication of the trusses. ENGINEERING. �Z 2. All dimensions in this layout have been verified by the undersigned. SPACINGNOTE �00 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the All trusses are to be set 2'-0" On PLUMB CUT END undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss PLUMB CUT END 12 shall have three(3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. center except as noted. PLUMB CUT END 2X4 TOP CHORD After 10 days of delivery remedy will be according to Florida statute 558. 2X4 TOP CHORD 4 r 4. The undersigned acknowledges receipt of"BCSI"summary sheet by TPI &WTCA. 2X4 TOP CHORD � 2 WALL HEIGHT 8'-0" MULTIPLE PLY TRUSSES MUST BE FASTENED ALL HEIGHT 8'-0" 4 (— WALL HEIGHT 8'-0" 4 r END DETAIL: VAULT 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has END DETAIL: COFFER the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will TOGETHER PER ENGINEERING BEFORE END DETAIL: TYPICAL be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has SETTING. REFER TO ENGINEERING DRAWING 24"O.C.THRU to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is CORNER JACKS responsible to Chambers Truss for towing costs due to site conditions. \ TO DETERMINE IF MULTIPLE PLY. ONLY 24 ''"'"6 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A$50 per hour CORNER DETAIL fee for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. Invoice will be made on deliveryand aid within terms of net on delivery. Invoice may be made at scheduled date of, OVERHANGS NOT SHOWN FOR CLARITY p ry• y 6 00 3-� delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss °1 \� , 3-1 :Z 2-02-00 o 12 added for all sums not paid within terms. payment y o p g reasonable attorneys fee for collections in event of a ment not time) made. 1-1/2 /o per month service charge will be 1-p'�jp 8. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein. -00- 0 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the DON'T LIFT TRUSSES 1-00-00 undersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the WITH SPANS LONGER THAN recipient. 30'BY THE PEAK. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to CONSULT BCSI herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per toNational Standard And Recommended Guidelines On Responsibilities For 34-00-00 Construction Using Metal Plate Connected Wood Trusses ANSIITPIMTCA 4-20021 34-00-00 30' Sp n or less �� 20-00-00 14-00-00 12. Warranty is per Chambers Truss Warranty attached. ' Spreeder Bar 14-00-00 20-00-00 N U U U - U ca ca cY5 a �a w ro cr, :v N --� -^ .. .., .., 00 00 a • 777 60 degrees 00 -; _, or less o N 0 DATED N 0 N J2 J2 J2 J2 N SIGNED C0o J4 0o J4C J4c o J4 0 FOR TITLE 1/2 span pro 213 to-� .____ Tag line Tag line o a rox. �1/2 of S an. o PP P o0 0 o - ' o J6C J6C A spreader bar may be required per "BCSI" to prevent injury & damage. - -- - -- - -- _ -- J rY g REFER TO BCSI REFER TO BCSI Truss must be set this way if crane is used. Truss must be set this way if crane is used. Multiple I trusses must be fastened together per engineering before the are Truss is an example,your truss may not match. Truss is an example,your truss may not match. �� 8 p ply g g g y Insist crane operator sets truss this way. Insist crane operator sets truss this way. GRB RB O' set, failure to do so can result in roof collapse. mare o Temporary and permanent bracing are required and can save life and property All load bearing walls, headers, N n A9 As and is the responsibility of the truss erector. beams, & lintels must be in place "INA8 / Study the contents of the information packet included on delivery before A8 ..._...... .......... at Indicated height before trusses � ,,0 settingrt�usses. A C��-. ' � _ __ ___ _ Trusses must be set and braced per design to prevent injury 8� damage. ................... .......... are installed .. .............. • • Q► O Trusses must be set plumb and square =a `'` AIR HANDLER NOTE Do not set bunks or stack ofplywood, material Unless noted elsewhere on this layout, these trusses are not concentrated loads on trus es, th soclan aue colla se.or any other �� _ p A/C A - n other rfora designed for air handlers in the roofo y ----- - - --- - - - - - - requirements. This may be in conflict with building code and A/C 02 00 9 Q8 00 0 0 9-08-00 2-02- o DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES 5 _Design requirements. Consult with BuildingDepartment and A/C A5 - - Contractor. I CHAMBERS TRUSSA- o o INC WARNING �Q�� .. .. .... o.._ ...._... ...... ..... p , o O o u') \\\\\ • N ..- N taw feeslonal builder e set b a ro _ _ _ . The size of these trusses makes It necessary that they y p - - - --- - ---- -- 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 A5 r� can er venue 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. Fort Pierce, Florida 34982.6423 A5 REPRESENTS THE LEFT SIDE OFy 800.551-5932 EACH TRUSS DRAWING Fort Pierce 772.465-2012 Fax 772.465.8711 A Vero Beach 772.569.2012 Stuart 772.286.3302 Web Site: CHAMBERSTRUSS.COM o _ o Email: MAIL@CHAMBERSTRUSS.COM 0 0 0 O 0 o p 0 0 0 ' 0 0 04 ;, NI N 0 0 The Architect s of t�.�c ..c•_i.� _: t�,or�ti..ntafrve SEAT PLATES BY CHAMBERS TRUSS 0 0 shop drawing approval is NOT a ,^�5oa � _'�' "double check" of the contractor. The contractor shalt remain responsible REPRESENTS A HANGER for checking field measurements and A other construction criteria. Architect's A HANGER SCHEDULE pp - general eras roof shape, approval �-��.ic,rs en USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN 13-07-08 20-04-08 20-04-08 13-07-08 review of truss strapping, and loading on A structure from gravity and uplift loads and CARRIED CARRYING HANGER ID FASTENER FOR FASTENER FOR TRUSS TRUSS CARRIED TRUSS CARRYING TRUSS _.... _ their rests ve locations. 0 o A C Approved B. 8-17-21 0 . v MITEK VERSION T. Date: Braden radon A.I.A. P.A. 3/DESIGN CRITERIA REDUCIBLE ".--DE SUCH AS SBC 1604.6.1 v _ v DESIGN CRITERIA t� .......:.._... .........._. ............. __._........ ..... -... INVERTED ,V WEBS AT CENTER County ST. LUCIE INVERTED "V"WEBS AT CENTER W/9' B.C. PANEL. LOAD W/(2) 75# Building Department ST. LUCIE COUNTY JW/9' B.C. PANEL. LOAD W/(2) 75# A POINT LOADS PER TRUSS FOR A/H/U Wind Design Criteria ASCE 7-16 POINT LOADS PER TRUSS FOR A/H/U - - - - - Wind Design Method MWFRS Directional/C-C hybrid Wind ASCE 7-16 A OF ( ) Y "'Please refer to Standard Engineering package for general instuction on installing hangers 10d=0.148"x 3" 16d=0.162"x 3 1/2" c o Co Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor 0 Top Chord Live 20 0 -- - o N A Top Chord Dead 7 4.2 0 Bottom Chord Live "10-Non Conccurent 0 A N Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 165mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 14' Hatch Legend o Building Type Enclosed a Building Category 11: Non Restrictive �7 Exposure Category C>Open Terrain with scattered obstructions t Miles from Ocean 5 Conforms to Florida Building Code 2020 CEILING o R.D.L.=Restraining Dead Load C.B.=Continuous Bracing 0 AT 8'-6" G 00, INDICATES o �6 .m•.• Verify DESIGN CRITERIA shown above with the 0 building department and your engineer. VOLUME ��a _J6 �-� o I Design Criteria is the responsibility of the CEILING o o Building Designer and/or Engineer of Record J4 o 0 4 o LOAD Co 0 0 - BEARING R Chambers Truss Inc. Drawing Name: M11498 , 9 o r n AT 8-o SCALE: 1/4�r 1 r 011 _ - 72 total trusses, 17 unique designs Designer: RLC Reviewed by: RLC co 0011 00 It Date: 07/19/21 5-04-00 3-04-00 9-06-00 9-06-00 3-04-00 5-04-00 F O R 18-0200 15-10-00 WYNNE DEVELOPMENT CORP. 15-10-00 18-02-00 34-00-00 34-00-00 DESCRIPTION: GARAGE LEFT GARAGERIGHT CARLTON W/ COFFER Page 1 of 1 CUSTOMER INITIALS EACH PAGE M11498