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Home My WebLink AboutTRUSS DRAWING=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRU55ES ARE TO BE 5ET AT 2"—O: ON CENTER EXCEPT A5 NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ® IF MULTIPLE PLY. AL DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or lessAl 30' to 60' Span A 0 degrees Spree er Bar or less —1/2—. 1 T g Line span approx. REFER TO BCSI Truss must be set this way If crane used. Truss is on example, your trues may not match. nsist crane operator sets truss this way. Hag f—Approx 2/3 to_� _Line 1/2 of Span REFER TO BCSI iss must be set this way If crane used. Thl' 's an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses ® L-dre installed. A I FR " ii" E=0 1 _ III F2 IV O T F= 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 Neils must be as shown. Guide tabs o Dome angle nails. SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0- ABOVE FINISHED FLOOR ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 20' - 27' IN L Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL HI "I �U r,67I a� �KJ rvU� 24• o.n THau I It,t•I CORNER JACKS ONLY .� 26 CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY �II///iillr///%I Ir 1 i7i//�/�% �I I I 12'-4" 27'-8" I � I I I nil J1 J1 J3 r J3 J5 J5 GRB Al A2 A3 A4 A5 �bN AS A7 As A4 A3 Az Al A GRA Y J3 in J3 J1 J1 I I I I I I I 13'-4" 13,.4n 1 13'-4" 1 1 I .I n' I NOTES: * ALL BEAMS ARE BY ®THERE. * ALL CEILINGS ARE FLAT. 4 ENGTH THESE PLANS AND ALL PpOPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT *. MAYBE NECESSARY IN ORDER TO COMPLYWITH ALL IN CODES. e .. ma SEP 1 9 2013 PAUL WELCH INC. MECH-ELECT•CIVIL ENG 1984 BILTMORE ST. #114 PORT ST. LUCIEi FL 34984 PAUL WELCH, P.E. FL REG NO 29945 FABRICATION, AGREEMENT CUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED 8 RETURNEE r The leg al description of the property where the trusses will be Installed is: 1. Trusses will be made In strict accordance with this truss placement diagram IayoL which is the sole authority for determining successful fabrication of the trusses. 2. All dimensions In this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (1 days of delivery the undersigned agrees that no backcharges Will be allowed. In the eve such written notice Is fumished Chambers Truss shall have three (3) business days in whit to begin repairs required, or to substitute other trusses, at Chambers option. 4. The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI & WTCA 5. Delivery Is to job site. It is the buyer's responsibility to make the job site suitable f, delivery. Chambers Truss has the sole authority to determine the suitability of the job site or portion of the job site for delivery. Chambers Truss will be responsible for dump delivery onl The buyer Is responsible for additional delivery expenses If Chambers Truss has to redeliv+ because job site Is not prepared for delivery or buyer Is not prepared for delivery of trusse Buyer is responsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below Is subject to change If any changes are made this layout. A $60 per hour 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 r agreement a reasonable price. Invoice will be made on delivery and paid within terms of ni on delivery. Invoice may be made at scheduled date of delivery If buyer cannot accel delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonabl attorneys fee for collections In event of,payment not timely made. 1-1/2 % per month servic charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigne unconditionally guarantees payment when due of any and all indebtedness owed I Chambers Truss by any entity receiving material and the undersigned agrees to pay suc Indebtedness Including attorneys fees, If default in payment for material be made by th recipient. 10. In the event of any litigation concerning this agreement,the Items furnished'hereundt or payments referred to herein, the parties agree that the sole Venue for`anyii action w be Saint Lucie County, Florida. - 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/rPINYTCA 4 - 2002"" DATED SIGNED47 UCu FOR �� I'f Ci�QI�^�= J�'if1 sICS LE Aspeaderbarmaybemquhedper" ICSII-W'lopieverlt 8�damage. Multiple ply trusses must be fastened together pe engineering before they are set, failure to do so can result in of collapse. Temporary and permanent bracing are required and can save Ilfe and property and Is the responslb111ty of the truss erector. Study the contents of the Information packet Included on deliver before setting trusses. Trusses must be set and braced per deelp to pevent �y & damage. — Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander AYOnue Fort Pierce, Florida 34982-6423 800451-5 2 Fort Pierce 772-465-2012 Fli�c 772-486-8711 Vero Beach 772-569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAILOCHAMBERSTRUSS-C.OM utJlhly UKI I ERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 5 3 TOTAL Load 32 7.2 Duration Factor 1.25 Wind Speed 16Omph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier !:;land No Conforms to FBC 2010 �.v.�.—r xcau au nrl vcaU 1-VGU v.D.—liVl 1lI11UVUb Drdalrl Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildin Desiqner and/or Enaineer of Record. Chambers Truss Inc. Drawing Name: 71383 Scale: 1 /4 = 1' 70 total trusses, 16 different trusses. MI 4: RLC ACAD: RLC Reviewed By:"b Date: 08/29/13 FOR ONE CONSTRUCTION DESCRIPTION: 7005 PASO ROBLES PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 16 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT 71383