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HomeMy WebLinkAboutLAYOUT, Z I =LIFE SAFETY WARNING This symbol identifies Li a Safety Warnings that should be read and give special attention to all persons inst " Iling trusses. SPACI,V` NOTE All trusses are t I be set 2'-0" on center excel t as noted. MULTIPLE PLY TRUSSEi� MUST BE FASTENED TOGETHER PER EN INEERING BEFORE SETTING. REFER TO E GINEERING DRAWING TO DETERMINE Ij MULTIPLE PLY. k' N i • DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less si I Sprez der Bar 60 degrees i or less y 00 Tag line .4 112 span —�213 approx. 9 ji to n. --�� Tag line—Ap1/2proxof Span. REFER TO BCSI a Truss must be set this way if crane is used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. j REFER TO BCSI Truss must be set this way if crane is used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. All load bearin walls, headers, beams, & lintels; must be in place at indicated hei ' ht before trusses are i Istalled. \ AIR HANDLER NOTE Unless noted elsewhere on his layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in l onflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. ! v v,,r%RNING AN 111�1 The size of these trusses makes it neessary that they a set by a profeesional builder familiar with and experienced in the pr blems and dangers of setting large span trusses. The builder and erector should consul `' with an engineer licensed in Florida specializing in wood roof trusses about the safe er rCtion of these trusses. The engineer should be at the job site when trusses are rected to provide supervision and advice. SEAT PLATES BCHAMBERS TRUSS Hatl' h Legend ]I. AT IC STORAGE O _ CE LING 10' 10" I CE]LING @ 11'- 0" 4 C]LING @ 12'-0" i ,a a144 A B TARING @ 10'- 0" I i B ,ARING @ 12'- 0" i BEARING @ 131- 0" !', REPRESENTS A HANGER '• I HANGER SCHEDULj USE HUS26 FOR 2�` , SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS HA GER ID I FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS RA R1 T"ID26-2 (12) 10d nails (18) 16d nails *Please refer to Standard Enginee ng package for general instuction on installing hangers 10d=0.148" x 3" 16d=0.162" x 3 1/2" CONNECTIONS DESIGNED AND SUPPLIED BY OTHERS zL Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! &ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 21' - 26' IN LENGTH!! & PIGGY BACK TRUSSES MUST BE ATTACHED AND BRACED PER ENGINEERING DETAILS!! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. O 0 v 0 ID PLYS LENGTH OPENING BEAM DESCRIPTION BM1 2 20-0-0 19-2-0 1-314" x 16" VersaLam ' 16-08-00 19-02-00 30-02-00 4, 4 4 4 4 AA �a 4 d 4 44; 04 '. 4 J1 4 A a o D' 8 J3 v r iY D J5 2-PLY a D v lD p 0 Q W 6 N p a Ln OVERHANG BY BUILDER Q a a a ¢ ¢� 2-PLY) Q 4 it 4 4 4 4 4 j Oi 6-03-08 23-10.08 o o rn < m a r a I i a CIL Nip i O O O O D # 6i I Va2ON M7 , O O O OO pDDDD 1r13 a a',/i///i/. O . OO 2-08-00 O O - o - 0 : v OvO © 4/iz.✓/a, 11 1-08 00 tyIii C. O O 009 f/ O O - O -1 D' 24-' 0 zz. .✓zz/,zzz OOPBDiO Z DyIN O ia:�z// zz/„ fi✓ zzxfi:r': iii;,�; // .. ✓ /INATCI pr�.;y �z/if ,�' �T ,, �zzz,za: ✓✓izzzzf / 27 �zzz'/, 8�T/ 23-10-0o� 7-00-00 1-10-00 2-02-00 z / ✓ f f i / , „ i / 4 z > >> b. v4 e z z z%'z�.;. zzzzTizz,z O O -PL MV2 O EGIRL ziIz, iz,///// .... o � �'a:-;: oizz'/zz, EO o A J1 tvffj r , ✓ 2-08-00 -0 00 2 08-00 ' ¢O o oo 0 ]71 i / a a 4 �T5 .- C9 ✓7 / ATTIC STORAGE .........N....i ./... /.. o F , I I+ Q d 'JS D o 5-01-DO 7-O6-0t'' �01-0o a-oo-00 16_0 23�1 , 66-i0-00 NOTES: *INTERNAL LOAD B ARING WALL REQUIRED BY TRUSSES AS SHOWN ON THIS LAYOUT. R HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT CORNDERJACKS ARE NOT BEVELED, SEE STANDARD ENGINEERING. 24" O.C. THRU CORNERJACKS ONLY 24" tl' 1-111 CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY PIGGYBACK DETAIL MATERIAL & LABOR TO ATTACH PIGGYBACKS IS THE RESPONSIBILITY OF THE BUILDER. FAILURE TO ATTACH AS SHOWN CAN RESULT IN FAILURE OF ROOF, INJURY, AND LOSS OF LIFE. FAILURE CAN OCCUR DURING INSTALLATION OR LATER PIGGYBACH E',9",?CD%RY �G GUSSET BASE TRU55 34' YAX CC ;ATERAL BRACING 3S'AUl(OCGUSSETB BUW"�ru" �muller b 8.�n �yomA cv ro Sga --b-acgaes dtrva®F�.+'°"�aetl`� • Apply lateral br rg as base t-saws are set. SQUARE CUT END 2X4 TOP CHORD 12 WALL HEIGHT VARIES 6 r END DETAIL: TYPICAL 4-03 0 0 00 2-00-00 SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 10'-0" END DETAIL: COFFER • 12 6r FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED he undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for etermining successful fabrication of the trusses. Y 2. All dimensions in this layout have been verified by the undersigned. a 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the Ir indersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss o Lu Z hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. N o o fter 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has he sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will Nle responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is esponsible 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 hours, ee 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. nvoice 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 easonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be dded 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 undersigned unconditionally guarantees ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the ndersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the ecipient. 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. 11. Design responsibilities are per MNational Standard And Recommended Guidelines On Responsibilities For onstruction Using Metal Plate Connected Wood Trusses ANSI/TPI/WTCA 4 - 2002m 12. Warranty is per Chambers Truss Warranty attached. ATED IGNED rTemporary TITLE der bar may be required per "BCSI" to prevent injury & damage. vW14b trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. and permanent bracingare required and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. _�k Trusses must be set and braced per design to prevent injury & damage. 9� 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 INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC LOADINGIDESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1604.6A DESIGN CRITERIA County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1,25 0 Wind Speed 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 161- 1" Building Type Enclosed Building Category II: Non Restrictive Exposure Category B> Urban/ suburban and wooded areas/ others... Miles from Ocean 5 Conforms to Florida Building Code 2017 R. D. L. =Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 77080 SCALE: 3/16" = V-011 194 total trusses, 62 unique designs Designer: BLW Reviewed by: Date: 10/23/20 FOR A Great Home DESCRIPTION: OLIVIA Page 1 of 1 CUSTOMER INITIALS EACH PAGE 77080