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HomeMy WebLinkAboutTRUSS DRAWING0 0 FLAT CLG. AT 8'-0" 1/4" EA 13' 8" LAT CU AT 8'-0" 2' 0" 11 2- 0" FLAT CLG. AT 8'-0" V10 11 V9 U N J THD26-2 V7 V6 V11 56'11" 39' 2" 0" 111' 10" II 20" II 2' 0" II 2' 0" 11 2' 0" 11 2' 0" II 2' 0" 11 2' 0" 1 2' 0" 11 2' 0" II 2' 0" EJ5 `A` FLAT CLG. AT 8'-0" I COFFERED CLG. FROM 8'-0" TO 8'-8" CLG. V2 8'-0" V1 2" 0" O N_ Q _ 1Q Q '\_ A � I V3 V4 V5 16' 0" 1 12' 5" rn 4 4' 1" FLAT CLG. AT &Z' 5' 6" ti I LUMBER CO,, LLC 2820 Kirby Cir. NE, Palm Bay, FI. 32905 Phone: ( 321 ) 409-9800 Fax: ( 321 ) 409-9803 "' Signature of thk document acknowedges tfWthe client has reviewed thk truss placement diagram in itsentirety and is in agreement with the following items, including but not limited to: A) The client is miticraible mverify the accuracy of information submitted for use in design, fabrication, and scheduling. Any labor, material, or time delay incurred From inadequate or incorrect information supplied from the client will be at the client's expense. B.) Design Criteria: The client acknowledges that the truss design criteria noted on this truss placement diagram meets or exceeds the design criteria specified by the building designer, engineer of record, and local and state building requirements. L) 4abrication and Delivery: One approved truss placement diagram must be returned to the truss manufacturer before Fabrication and delivery will be sscheduled. It is the client's responsibility to coordinate delivery dates with the teas manufacturer. The client shall provide a marked location for delivery, which must be accessible, level, and Near of material and debris, in Use of this, trusses will he delivered in the best available location at our driver's discretion. Care and handlingofthe trusses —f followingdilvery is the responobihy of the client. O D.j Installation & Bracing: BCS120D8 (Building Component Safety Information) WfCA / TPo d guidelines shall be followed when handlin installing, and bracing trusses. Tem 8u &� 8, 8 poraryand/or d Q permanent bracing and blocking is not included in the truss package. Trusses shall be braced to F prevent rotation and provide lateral stability in accordance with the requirements specified in the z W construction documents for the building and on the individual truss design drawings. Theoverall J stability ofthe tress system is the responsibility of the building designer. U EJ Field Framing: 3-)Tray ceiling& and other tailing transitions may require geld framing by others. 2.) Ceiling drops and valleys nut shown are to be field framed by others. 3.) Overhangs maybe over length-cuttofitin field. Overhangs are 2x4 or 2x6-no blocking isapplier. Comer jacks will be square cutand hip jackswill be double beveled. r, F.) Repairs: Truss related problems are ro be retorted to the truss manufacturer ASAP, preferably N invoking. DO NOT CUT ANY TRUSSES before oontacteig the truss manufacturer with specifics of the problem. Any field modtications made withoutan engineered repair drawing will he the responsibility, oftheclient. No back charges or cranedargesofanykindwill be ampeted, uNess specficalty approved in writing by the truss manufacturers managerrrent. G.) This Truss Placement diagram was not created by an engineer, rather byTrbbetts Lumber Co. LLCstaff, and is purely to be used as an installation guide and does not require a said. Trussdeisgn analyse are nn the Truaz Design thawings which may 6eseakd by the Truss Design Engineer. Fkxx lead; Roof Load; 55# psf; 40 MILL, 10 TCOL, 0 BCLL, 5 BCDL; Duc: 1.00 37# Pat; 20 TCLL, 7 TCDL, 0 WILL, 10 BCDL; Duc: 1,25 Design checked for 10 psi non -concurrent LL on BC. Design checked for 10 list nc n�concurmnt LL on BC. Mitek Engineering Exposure C Building Code : FBC 2020 Mean Hgt. 15' ASCE 7-16 Bldg. Cat, II TPI 1-2014 Importance Factor : 1.0 Truss Design : C & C Enclosure : Enclosed K F Uplift Calc. : MWFRS Entry : Exposed to Wind U z 0 Wind Speed : 160 mph US Lanai : Exposed to Wind ROOF CRITERIA FLOOR CRITERIA H W T.C. Pitch 6 / 12 B.C. Pitch ... 112 Depth J cal T.C. Size 2X4 Spacing ... c- Heel Hgt. 4 3/16" a Bearing 8" M d. Cantilever ... Vapor banner between floor & concrete by others. Floor trusses held back 3AVat exterior walls, sra Overhang 16" block & fill by others. Blocking for vertical load transfer by others Odd space floor trusses around plumbing as noted Spacing 24" o.c. TYP. ROOF HANGER: THD26 TYP. FLR. HANGER: THD46 A THD26 Qty O THD46 Qty to B THD26-2 Qty O THD48 Qty C THDH26-2 Qty O THDH48 Qty t) z D THDH26-3 Qty OP THDH410 Qty, d 0 N z v E THD28 Qty O OSKH26 UR (D Install hangers per manufacturer's guidelines. All connectors and tie doves other than truss to girder truss are to be specified and supplied by others. rb W Approved by: dJ d C O'w a Desired delivery date: �d E Approval Date: Reaction Uplift Reaction Uplift Reaction Uplift 1 xx xx 7 xx xx xx xx 2 xx xx 8 xx xx xx xx NOTES: I SCANNEs3 BY4 3 xx xx 9xx xx 1�15 xx xx xx xx 10 xx xx xx xx A) TOP CHORD BEARING TRUSSES. St Lucie County W 5 xx xx 11 xx xx xx xx =i6 xx xx 71 xx xx xx xx Only points listed above have reaction > 5000 or Uplift > 1000 Values shown on sealed design drawings supersede the above. x L©J [03 _ . n Slir roll Pal k1i Client : Jose Garcia H w Project J Address: 2807 Placid Ave. Port St Lucie, FL .n Date, Intials, Description X Date : 11/1212021 Designer : I Keith Baer Project # 510991