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HomeMy WebLinkAboutapproved TRUSSLYT(1) 1DoFABRICATION AGREEMENT „- not stand o n trusses until t i I they are braced per BCSI & properly nailed i I e d to straps and hangers ! ! ; HIP CARRIER LOCATED A5 DIMENSIONED ON LAYOUT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT i5 SIGNED& RETURNED LIFE SAFETY WARNING he undersigned acknowledges and agrees: This Symbol identifies Life safety Warnings that ' ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 31 ' - 36' IN LENGTH ! ! eterm� successful sfulnfabri in catiolnlCofa a trusses,wtth this truss placement diagram layout, which is the sole authority for should be read and given special attention to all 2. All dimensions in this layout have been verified by the undersigned. p g METAL ROOFS SHOW IMPERFECTIONS . SPECIAL INSTALLATION CARE MUST BE TAKEN . 3- Unless written notice is provided by cart;lied mail to Chambers Truss within ten furs days of delivery the CRENOT JACKS Y ndersigned agrees that no backcharges will be allowed. In the evens such written notice is furnished Chambers Truss arsons installin trusses. ¢ hall have three(3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. ARE NOT BEVELED, c� SEE STANDARD �� n5 ENGINEERING. W fter 10 days of delivery remedy will be according to Florida statute 558. SPACING NOTE 0 4. The undersigned acknowledges receipt of"BCSI"summary sheet by TPi 8 WTCA. Do not set floor trusses upside down ! Refer to engineering drawings. N�a 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery, Chambers Truss has rrI e sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will All trusses are to be set 2 -a on Center ! e responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has except as noted. redeliver because job site is not prepared for delivery or buyer is not prepared for dei;very of trusses. Buyer is ponsible 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 in this layout. A$50 per hour e for revisions may be charged by Chambers Truss, MAllULTIPLE PLY TRUSSES MUST BE FASTENED 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price, TOGETHER PER ENGINEERING BEFORE voice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss ETT I N G. REFER TO ENGINEERING DRAWING TO asonable attorney's fee for collections in event of payment not timely made. 1-112% per month service charge will be dded for all sums not paid within terms. DETERMINE IF MULTIPLE PLY. 8, Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 24.O.C.THRU 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees CORNER JAcics ment when due of an and all indebtedness owed to Chambers Truss b any entity receiving material and the ' ONLY 24" 1'1-1f16" y y y g • i odersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the j cipient. CORNER DETAIL 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to erein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. i 11. Design responsibilities are per NNational Standard And Recommended Guidelines Can Responsibilities For OVERHANGS NOT SHOWN FOR CLARITY onstruction Using Metal Plate Connected Wood Trusses ANSIITPIIWTCA 4 -2002m • __ 12. Warranty is per Chambers Truss Warranty attached. `. UNSUPPORTED JACK CONNECTION DETAIL MT816 strap(or equal)over Top Chord and under Bottom Chord with 10d K 1.5" nails:7 nails in Carrier Jack:7 in Hip Carrier DON'T LIFT TRUSSES WITH SPANS LONGER THAN DoubiestrapsforsJacks ATED 30' BY THE PEAK. CONSULT BCSI HIP IER IGNED CARRIED JACK OR TITLE 30' Sp riot• #ass � Spre der Bar � ��-- -- sr-os-alD "BCSI"A spreader bar may be required per BCSI to prevent injury & damage. • _ za-oa-oo 13-oo-Do 1a-oo-o0 5' � Multiple ply trusses must be fastened together per engineering before they are 60 degrees o T Trusses beginning I'M'and or less -� oftr unsupported truss should Set, allure to do so can result in roof collapse. be installed this way. -" �— d-a a _:, .4 Temporary and permanent bracing are required and can say:� -life and property s a Q J1 and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before J3 J3 setting trusses. U2 span 7a �---0.pprox 213 to s �, Tag line approx. g line 112 of span �' Trusses must be set and braced per design to prevent injury & damage. PLUMB CUT END 2 PLUMB CUT END 2 ° I�h 2X4 TOP CHORD 2X4 TOP CHORD �. Trusses must be set plumb and square REFER TO BCSI REFER TO BCSI WALL HEIGHT VARIES WALL HEIGHT 10'-0" Truss must be set this way if crane is used. Truss must be set this way if crane is used. a END DETAIL: TYPICAL END DETAIL: COFFER CLG Do not set bunks or stack of plywood, roofing material or any other Truss is an example, your truss may not match. Truss is an example, your truss may not match. G Insist crane operator sets truss this way. Insist crane operator sets truss this way. concentrated loads on trusses, this can cause collapse. c ° DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES All loadbearing walls, headers, - - - 00 beams , & lintels must be inplace 4 a r d 4-01 4-° CHAMBERS TRUSS INC 4 4 4 4 4 4 4 4 r3 4 G 4 , d 4 .4 4 0 ,., o; C:) 4-04-0 at indicated height before trusses ,-04-0 installed . oare v: o a wo uteanaer avenue • • a o `'` Fort Pierce, Florida 34982-6423 J�r> o 00 AIR HANDLER NOTE _ -.T Fort Pierce 772 465 2012 2 Fax 772 465 8711 t� 800.551-593 GRB 2-PLY D Unless noted elsewhere on this layout, these trusses are not 28-08-00 15-04-08 Z13-08-00 Vero Beach 772.569.2012 Stuart 772.286.3302 _.-. p �1� Web Site: CHAMBERSTRUSS.COM designed for air handlers in the roof or for an other A/C g y - ,- h rr._, 9-04-OD s-at�la� © �. TRUSS COM Email: MAIL@CHAMBERS requirements. This may be in conflict wi „ �ildin� deg oammmmmi r- __ - °� Design requirements. Consult with Building. w o Contractor. v � � Q i.33 M2 WARNING u. 00 PLUMB CUT END SQUARE CUT END C3? 3 PLY fn2 • 4T PC CHORD The size of these trusses makes it necessary that they a set by a profeesional builder 2X O HO 2X4 TOP CHORD familiar with and experienced in the problems and dangers of setting large span trusses. - - % /. / T. ND DET ND DETAIL: TYPICAL FLOOR WALL HEIGHT - The builder and erector should consult with an engineer licensed in Florida specializing in - I ' g P 9 "� 2-08-00 a . 9 D oo-00 - ) _08- U - 28-04-00 p wood roof trusses about the safe erection of these trusses. The engineer should be at the - rj "` job site when trusses are erected to provide supervision and advice. a' l � ' ) 0 ) (� � � � Ft� O C. 'O M REPRESENTS THE LEFT SIDE OF _EACH TRUSS DRAWING _ ..�j, . % %' _. O , i ATTIC/ i ,£ T JIt G �. < 04-01 o O 1 -04-00 J7t v; Q n , . . 11 - co { _� o ,O TM -04 00 n - SEAT PLATES BY CHAMBER ;. USS � 4 Recommended STRONGBACK for Floor Trusses t. o p ' - - -- o ; �' `� O N Refer to information on truss engineering drawings / G O R I (2)16d nails(d top&bottom of 2x4 vertical block. 'Q , N t WN i r O NLL 2-0 0 i Ja � �z I I 7-00-00 L O _ rv,. _ U O _ �, - � LU O� N2 O 1 t 16-04-00 13-0 -00 13-08-08 3-05-12 11-41-12 N3 : L) 9-08-00 11-00-00 v M m Q ¢ ao x' . CIL OF POT N4 2x6(MIN)STRONGBACK restrained at each end.Secure w/(3)16d nails @ each vertical. �? c� U Locate STRONGBACK as close to bottom cord as possible. ' o ¢ ■�■ MATCH POI N 2 a O', \ .� =r 2-PLY : L i=':: 2-PLY STRONGBACKS are recommended to MINIMIZE VIBRATION J7 o O �) a 21.00-00 O IL X4 FLOOR RUSSES 1 " DE P; 4" O C. S CING' a- Z / \ N Hatch Legend O Ozz_ - I li "� '` -.� _r to _� r t1J o O �.. r r� u ic. L a_ o .IL ri. y11 s 0 P V2 �� I O E/: o J1 J1 ATTIC STORAGE '�� E � a 14-04-00 GIRL c Ci o o r 1-02-0 JU3 _ O O J3 o J3 9 CEILING @ 11 0!! Go G - a O �.> Oo CiriLi JU3 J5 J5 o (2)2X LEDGER �. Vf O t' CEILING 12 811 r o BY BUILDER I o J1 �T70M 70'-0" N JU3 � ,; L 13 -00 1 D 02-00 -ZL fit 0 �44�° BEARING 101- 4" JF 3.. tag o0 0 ao H 4 N LZ 16 O r a BEARING @ 121_ SH 0 GRF M= I Goa :,5 < v` l<E •L �C o I? o - G a CP o o c o ! !! Ji Jf ■ ■ C E o N t'{ N c BEARING @ 19 - 4 1 k p D ti o 7 D8 H o0 0 o N V- 0 o Q c o 0 ,� r -- { IL o Yi J Lim REPRESENTS A HANGER 4 HANGER SCHEDULE I o `� 2 4 F. O T [J5 ES 16' D P 6" P.C. IN ! OWED USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN 9 -r , OKVMASWEo O++�AW. CARRIED CARRYING BANGER rb FASTENER FOR FASTENER FOR .I a ARCHITECT 'TRUSS TRUSS CARRIED TRUSS CARRYING TRUSS i,K 1 i_ J U 3 G RA SNP3 (fi) 8d nails (6) sd 11 LOAGINGJDESIGN CRITERIA REDUCIBLE `i J3 0 o J3 H B 1 RC GRL THD26-2 (12) 10d nails (18) 16d nails Jh 'i Q j�� o PER CODE SUCH AS S C G046.1 ,.v v v u; ,a DESIGN CRITERIA RN C7 RM THD28-2 (16) 10dnails (28) 16d nails - County �� n ; cl � J1 J1 County Saint Lucie �= m m g U.I � t' � c� c� � �� Building Department Saint Lucie C nt ' `� i L' 'L :3 u- '-'- LL m Wind Design Criteria ASCE 7-16 a o t Q4 Willa Des4n Methr�d A41NFF��{Dirertia7nal)1C t;Hybrid Wind ASCE 7-15 o A 4 LO Roofing Material Metal *Please refer to Standard Engineering + 6-o7-D4 7-09-08 6-07-04 t3EH Loading in PSF Roof R.D.L. Floor g• g package far general instuction on installing hangers 2-00-00 11-04-00 23-04-00 21-00-00 Top Chord Live 20 40 10d=0.148" x 3" 16d-0.162" x 3 1/2" � } Top Chard Dead 10 4.2 10 57-08-00 6_Q6_40 8-00-00 6-06-00 Bottom Chord Live `10-Non Conccurent 0 Bottom Chord Dead 10 3 5 CONNECTIONS DESIGNED 21-00-00 Total Load 50 7.2 55 Duration Factor 1.25 1.00 Wind Speed 160mph Top Chord C.B. Sheathing by builder AND SUPPLIED BY OTHERS i Bottom Chord C.B. Sheathing by builder r Highest Mean Height 22' Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2020 — R.D.L.=Restraining Dead Load C.B.=Continuous Bracing w Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the E Building Designer and/or Engineer of Record 1 Chambers Truss Inc. Drawing Name: 7T522 MOTES : a SCALE: 114'r _ 11-Orr *ALL BEAMS ARE BY OTHERS. 5 De total trusses, 95 unique designs Designer: E�LW Reviewed by: *CEILINGS I L I N s �t � Date: 05/13/21 Revised 08/31/21 C GS ARE AT 10 -0 UNLESS OTHERWISE INDICATED. ` FOR *POST COLUMN CAPS DESIGNED & SUPPLIED BY OTHERS. Homecrete Homes Inc. DESCRIPTION: *TRUSS TO WALL CONNECTIONS DESIGNED & SUPPLIED BY OTHERS. 1408 LONE PINE DR 1 KHOUR ink LL zi, *VERIFY CEILING SLOPE IN STAIR WELL FOR HEAD HEIGHT CLEARANCE. Page 1 of 1 CUSTOMER INITIALS EACH PAGE 7`1522 *INTERNAL LOAD BEARING WALLS & POST REQUIRED BY TRUSSES AS SHOWN ON THIS LAYOUT. - i i i