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Home My WebLink AboutAPPROVED Truss Layout - Carlton FABRICATION AGREEMENT' A =LIFE SAFETY WARNING � 17' - � � .- �l�=��F�I:�T . .� . A ARRANGE W I T H CRANE O P E RAT O R I N ADVANCE FOR A SPREADER BAR O F 2 3 1 N L_N G T H Tile lend description of the,p�1rty wh re he THIS Ail will be In is edas.er3�RETURNED Property the trusses will be Installed Is: This symbol identifies Life Safety Warnings that should be read AL Do net stand on trusses until the are braced per BCSi & properlynailed to stra s & hangers iven s ecial attention b ail ersons installin trusses. � Tlreund$see it acknowfedgesandegrees: f:,Ttuttsea wgl ba made In strict accordance with this truss placement diagram Payout, whkh is the sole suthoidy for determinlnp.suceessfN fabrication of the trusses. 2,AN dimenslorts in this iayaul have been verifted by the undersigned. -3. Unles'a written notice Is provided by cer#fled mail to Chambers Truss within fen �t p) days of delivery the undersigned agrees that no backchargas will bs s€lowed..ln the avant 'to begch�repalm required,en no0ce Is nished shall or to ttubstdtu�e athmr:irusses,ah 4 Ghamiiers opt n ass days i,7 which 5 P A G 4.The undersigned acdmowledgea r+a4efpt a'6C3f t 03"summary sheaf TPi&cot $. Dsdivery ra to Jab site k Ia the buysed*responsrblfd, tv n3elre the]nb fte suitable for derive V Chambera Truss has the sole authority to determine the sultablAty of the Job alte or a ALL Tip U S SE S ARE T Q E 5 E T portion of ate Job she for delivery.Chambers Truss wlll be responsible far dump delivery only. AT Z'- N CENTER The buyer is responsible for additional deiJva:r @ ; delivery ar buyer is not prepared for delivery of trusses. because b eke Is riot xpenses if Chambers Truss has to redeliver Buyer Is responsible to Chambers Truss for towing costa due to site conditions, EXCEPT AS NOTED 14' 20 �0 _14' Jo prepared fW deliv B.Pf o as shown trt paragraph 7 below Is subject to mange if any changes are made In this,I6*L A$50 per hour NO for revlsfons may be charged by Chambers Truss. ' 7: This•is a PURCHASE ORDER to Chambers,Truss of the sum agreed wl eed to, or if MULTIPLE PLY TRUSSES MUST BE spraement a reasonable price.Invoice will be made on delivery and pald wlthIn terms of not on delivery. Invoice may.be made at scheduled date of doWery if buyer cannot socapi ASTENED TOGETHER PER ENGINEERIN deFhrery of fabricated trusses.The undersigned agrees t pay Chambers.'Truss reasons bid attorneys tee for cailectibne In event of psymertt not timely made,i•'l12�,�per month serv)ce ` sharps wilt be added For all sums not pold within terms. BEFORE SETTING. REFER TO . &Signature or Initials anywhere on this sheet constktrtes agreement to��forma d,ersln. �✓ ''° °�° °'° °'° °'° CO ; `; °�° �' a� 'i a v f° °° °0 00 °p to 0Q °O m m w v r" �� $:in conalderation of Chambers Truss extending credit for flits material the undersigned d' `E` 8 � � -� � � � � -� � � -� -� � -' ^� � uncondilfCnaR guarantees ENGINEERING D RAW I N G TO DETERMINE y g payment when due of am and all Indebtedness owed to Chambers Truss by any entity receiving material and the anderslgnsd agrees to pay such Indebtedness inclu:ltrig ettomeys fees, If default In payment for material be made by the A IF MULTIPLE PLY. Alk redplent. J2 J2 J2 J2 '10.in the event of any lltlgarlon corsceming this agreement,the Items furnished hereunder 1 or payments referred to heraln,the.parties agree that the sole venue for any such action wilt I f be Saint W de County,Florida, !1.Design responsfblllfles are Per-Na#m%l Standard And i4Mommended Guldefirtes On ltasponsiblgties For Construction Using Metal Plate Connected Wood Trusses J4 J4 J4 ANSVTPVWTCA 4-20DT"' C O DATEq r S1'. DON'T LIFT TRUSSES J6 JB JB J6SIGNED , ° ---- WITH SPANS LONGER THAN - v 30' BY THE PEAK. `. CONSULT BCSi Gera GRB .►�!��'�Y��!gdl�'"BRCS!'i-03"tb�xaver�ilyt��$,dau>'taga,. 30 f Span or less 30' to 60 r Span :.MultIple ply trusses must be fastened together per engineering Spree er Bar A9 before they are set,fallure to do so can result-in roof collap$.s. 0 degrees - Tetrlporary and permanent bracing are required and can save life and property and Is the rdsponslbllity of the buss erector. 4 or less .. I A8 A$ ! Study the contents of the information packet Included on delivery �. before setting trusses. p 2 ❑ Approx 2/3 to --► e �-— -� A7 A7 7hlsses n�stbesetand braced erdt�n to pfrt;hrer Injwy t dame, t Tag Line span approx. tine 1/2 of Span Trusses must be set plumb and squar�F �-, REFER TO B C S 1 REFER TO B C SI I Do not set bunks or stack of plywood,roofing material or any g Truss must be set this way ;f crane used- Truss must be set this way if crane used. I I AS A6 I ! other co�bdenfrated loads on trusses,this can cause collapse. Truss is an example, your truss may not match- This is an example, truss may not match- Insist crane operator sets truss this woy- Insist crane operator sets truss this way. I I I I DO,NOT SET TRUSSES USING THIS LAYOUT A5 I A5 USE LAYOUT DELIVERED WITH TRUSSES TO SE7 TRUSSES All load bearing walls, headers, CHAMBERS TRUSS INC beams & lintels must be in place I A5 A5 I at indicated height before trusses I I are installed. ® A5 - A5 ' I .. I N N As ! I 3105 Oleander Avenue Al R. HAN f0LEF2 NC7T� UNLESS NOTED ELSEWHERE ON THIS LAYOUT,THESE TRUSSES I I Fort Pierce; Florida 349$2-6423 ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR I IA5 A5 I I 800-551-5932 . ANY OTHER A/C REQUIREMENTS.THIS MAY BE IN CONFLICT I I Fo END DE. END DE. rt Atert:8 7'TZrR88-2D12 WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. _ _ .. i -'Verso Beach 772-589-2012 Fax 7Tx-Stuart '7'72-485.87'7 i I 4U-S3e2 CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. , A A ps •■r. sits,..t%UA■soearTol I_c-4k(%A.M U REFRE SENT S A HANGER I 211 ! INT. �1 ' INT. � Can lying Girder A5 A5 I _ For Truss to Truss __t3�-� 112" ,,� (0 ;�, -13'-7112" Connections see AS hanger/connector Nails must be as i I shown.Guide tabs o I A5 AS I I schedule in engineering Dome angle nails. package. - - - - - - - - - - - - _ - _ _ - - - - - - - - - - - - - - - -- - - - - - - - - - - _ Carried Truss A A SEAT PLATES BY CHAMBERS A A 92.0/93.2 MITEK 4.2 DESIGN CRITERIA = A A County SAINT LUCIE INDICATES LOAD BEARING WALL CU N w; Building Department SAINT LUCIE COUNTY REQUIRED BY TRUSSES � � z D w W Wind Design Criteria ASCE 7-2010 SUPPLIED T BUILDER A A U' Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 AT A HEIGHT OF$'-1" �¢ ABOVE FINISHED FLOOR N of Roofing Material Shingle or Shake CoA A °n °` PJ Loading in PSF Roof R.D.L. o o _ _ o N — o Top Chord Live 20 ¢ r A N A r ¢ r Top Chord Dead 7 4.2 m F r r F m E _ ��°, `�' Bottom Chord Live 10 Non-Concurrent z o A A � o ,° Bottom Chord Dead 10 3 4.00 _ N a a a az a Duration Factor 1.25 7.2 A A u m Wind Speed 165mph Top Chord C.B. Sheeting by builder. r " " A A .� Bottom Chord C.B. Sheeting by builder. upset--1/4" heel=315116 c3 y; Highest Mean Height 14r-D" PLUMB CUT END Building Type ENCLOSED 1' 2 x 4 Top Chord Gam' GRA Building Category il:Non Restrictive WALL HEIGHT 8'-V Exposure Category C TYPICAL END DETAIL Je Js = ,� Barrier Island Na r r Conforms to FBC 2017 J4 34 J4 J4 R.D.L.=Restrainin Dead Load C.B.=Continuous Bracing r 12 C0 Verify DESIGN CRITERif� shown above with the 4.00 r - building department and your engineer. J2 Jz J2 J2 Design Criteria is the responsibility of the $,_111 LBuildinq Desi ner and/or Engineer of Record. to -- 2.00 " 12 $ � Chambers Truss Inc. Drawing Name: M11323 E'0 a; ' ' ' � C'6 of a� 92 a- , [O pip upset=114" heel=3 15116" Scale: 1/4 = 1' 1 PLUMB CUT END MI 4: AE CAD SAE Reviewed By: 2 x 4 Top Chard Date: 04/24/12 Revised: 02/21/18 WALL HEIGHT 8'-1" The Architect's or Architect's representative's FOR Revised: 3/05/2020 END DETAIL . A 15'-10" 5'-4" 3'-4" 9'-6" "double chrecic shop drawing approval is NOT a" of the Contractor. 9'�° 3' '-4 'llllll'NNE BUILDING CORP. The contractor shaft remain responsible 34' DESCRIPTION: for checking field measurements and GARAGE LEFT other co GARAGE R. I G H T CARLTON approvalal coo ticn criteria. Architect's savers general roof shape, review of truss strapping, and loading on PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE structure from gravity and uplift loads and their rasp ve locations. 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11323 Approved Bv: 3-23-21 Date.- l Braden raderl A.I.A. P.A.