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Home My WebLink AboutTruss DrawingA=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGIN G NOTE A'_L_ AU�DSES APE TO BE SET A 2"- 0: ON CEN7EP EXCEPT AS NOTED L MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. Alm n! DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Si)an i or less A 30'to 60' Span A ES Spreader Bar RE \ r 'russ must be set wcy ' rove used. -rusS .s or example, yo t C. of match. ,,,st crane operator sets ass this way. fag �—_,_ Approx 2/3 to Line 112 of Span REFER TO BCSI ,ss must be set this way if crane used. This is 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 & are installed. # Al R HAN L7I _IFEF= IF= 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 o Dome angle nails. Carried Truss SEAT PLATES BY CHAMBERS H:P CARRIER LOCATED AS DIMENSIONED ON LA�CkJT f! �U ra UZ> ^OOI �I i 24'0G MI RL CORNER JACKS-�-§ ONLY t---k---�.— * — CORNER DETAIL OVERHANGS NOT SHOWN FOR MARITV _Ln M upset=1/4" heI15/16" 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 TRUSSES FOR TEE FIRST MODES SHOULD BE SHIPPED AND SUCCESSFU�LLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR 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 & properly nailed to straps & hangers J1 J1 T ti J3 J5 J5 GRA i A IF Al I / I Al I/ i A3 A477 (D A5 j A5 1 A5 1 A5 / A577 I I A5 14'-9" 13" '-2" A5 i A5 /12 " - ti Cy N 1 A5 I 1 / A5 Al F A5 A5 ' A5 ' AT %i AT :;' o INVERTED "V" WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) r- 50# POINT LOADS PER TRUSS FOR A/H/U AT ', AT AT B CV B T SETBACK BOSTON HIP BHA J5 J5 J3 J3 J1 J1 � - n t` 1 TEAT MODEL. ll� I A i ' V L J1 J J3 ►� J J5 J GRA A A3 �\ \ A A5 1 A5 \ 1 A5 /12 0/1'L T� A �' A5 N 1 1 A5 \ \ A5 \_ A5 � I I A5 V -A A5 TA INVERTED "V" WEBS AT CENTER \ 7 TA W/9' B.C. PANNEL LOAD W/ (2) C) 50# POINT LOADS PER TRUSS FOR A/H/U TA TA I TA N 7SETBACK BOSTON HIP BHA � � � J5 J �.., J3 J X i J1 J X_ „v , N kh I I I 1 I I I I r -- 14'-4" V 6-4" U 14'-4" —�; INDICATE'-S LOAD BEARING _ REQUIRE-D BY TRUSSES SUPPLIED BY BUILDER ♦� CLOU�ED ARIAS ARE OF ATAHEIHTOF8'-0"PORCH RIGHT J SPECIAL CONCERN & MUST BE ABOVE FINISHED FLOOR CHECKED CAREFULLY & MAY INDICATE DEVIATION FROM PLANS. 1 A" Of A" PORCH LEFT I I i i C L G/ FABRICATION AGREEMENT' TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIt3NED 8 RETURNED The legal description of the property where the trusses will be lnatalled is: Tha undersigned acknowledges and agrees: 1: Trusses will be made In strict accordance with this truss placement diagram layout, wiI 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 1s provided by certified mall to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed. -In the event such written noe is furnished Chambers Trues shall have three (3) buess days in which to begin repairs rticgn equired, or to substitute other trusses, at Chambers option. 4, The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI & WTCA. b. Delivery Is to Job site. It is the buyer•s'responsiblilty to make the Job she suitable for delivery. Chambers Truss as the sole authority to determine the suitability of the job alto oY a portion of the Job she for delivery. Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional dative, , expenses if Chambers Truss has to redeliver because'job site Is not prepared for delivery or buyer Is not prepared for delivery of trusses, Buyer Is responsible to Chambers Truss for towing coats due to eke wndltlons: 8. Price as shown in paragraph 7 below is subject to change H any changes are, made In this layout. A $50 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 n6 agreement a reasonable price. Invoice will be made on delivery and paid within terms of nef on dellvary. Invoice may be made at scheduled date 'ot. delivery It buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers.Truss reasonable, attomey's fee for collections In event of payment not timely made, 1-1/2 % per month service' cherge will be added for all sums not paid within terms. 8. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein. 8: 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 undersigned agrees to pay such Indebtedness Incucing attorneys fees, if default In payment for material be made by the recipient. 10, In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to herein, the, parties agree that the sole venue for any such action will be Saint 1:uale County, Florida. 11. Design responslbORlas are par "National Standard And Rwornmended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSIlT VWTCA 4 - 2002" DATED SIGNED FOR TITLE Aslxeaderbarrnay be rec�rtad per"BCSI 1.03" topreverrt tt�lur3►& t]amage. INuldp19 ply trusses must be fastened together per engineering before they are set, failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the resp`nsibility of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. Tiusses must beadand braced per design tD preverlttnjWY &carriage. Trusses must be set plumb and square Do not set bunks or stack of plywood roofing material or any other co'ticentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT use uYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Pierce; Florida 34982-6423 800-551-5932 Fort Pierce 772-465-2012 Fax 772-466-8711 Vero Beach 77Z-569-2012 Stuart 772.286-3302 ' eta.,. k-UA%XaCDCTlI MM 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-1 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. o Top Chord Live 20 °' Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent 'o Bottom Chord Dead 10 3 c , c , TOTAL Load 37 7.2 w N Duration Factor 1.25 Wind Speed 165mph a 0 Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Nam„ Highest Mean Height 15'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 estrainin Dead Load C.B.=Continuous Braein Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Build in Desi ner and/or En ineer of Record. Chambers Truss Inc. Drawing Name: M11392 Scale: 1 /4 = 1' 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date: 10/07/15 Revised: 03/21 /18 FOR WYNNE BUILDING CORP. DESCRIPTION: 71' CARLTON 3BED REAR PORCH PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 A"