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HomeMy WebLinkAbout1032 Oswego Lot 35A Truss Layout (2)TG3 T3 T3 T3 T3 T3 T3 T3 T3 T3A T3A T3A T3A T3A T3A T3A T3A T3A T3B T3B T3B T3B G7 TG8 T8 T8 T8 G6 G1 T1 TG2 T2 T2 T2A T2B T2B T2B T2B T2B TG5 T5 GR5 G4 T4 T6 TG3A T8A T8A T8A T8A T8A T8A T8A T8A T8A T8A T8A T8A T8A T8A T8A T8A T8B V1 V1A V1B V1C V1D V1E V3 V3A V3B V3C V3D V3E V3F V3G V4 V5A V5B V5C V5D V5E V5F V5G V5I V5J V5K V5L V5M V5N V5O V5H PB1GE PB1 PB1 PB1 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB3GE PB3 PB3 PB3 PB3 PB3 PB3 PB3 PB4 PB4 PB4 PB4 PB4 PB4 PB4 PB5 PB5 PB5 PB5 PB5 PB5 PB5 PB6GE PB1 PB1 PB1 PB1 PB1 PB1 PB1 PB1 PB1 PB1 PB1 PB1 PB1 PB1 PB1 PB1 8-11-08 5-10-08 19-08-00 19-08-00 6-04-00 16-10-00 77-04-00 1-04-00 41-00-00 31-08-00 3-04-00 77-04-00 2-08-00 16-10-00 14-00-00 13-04-00 15-00-00 2-00-00 63-10-00 19-00-00 18-06-00 16-00-00 10-04-00 63-10-00 6-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 1-10-08 7-00 1-08-00 1-08-00 1-02-08 1-10-08 1-10-08 1-10-08 1-02-08 45-06-00 GENERAL NOTES: DO NOT CUT OR MODIFY TRUSSES. TRUSSES ARE SPACED 24" ON CENTER UNLESS NOTED OTHERWISE. - INDICATES LEFT END OF TRUSS. REFER TO THE INDIVIDUAL TRUSS DESIGN DRAWINGS FOR THE LOCATION OF LATERAL BRACING AND MULTI-PLY AND/OR SCAB CONNECTION REQUIREMENTS. PER ANSI TPI 1-2002 THE TRUSS ENGINEER IS RESPONSIBLE FOR TRUSS TO TRUSS CONNECTIONS AND TRUSS PLY TO PLY CONNECTIONS. THIS TRUSS PLACEMENT PLAN RECCOMENDS TRUSS TO BEARING CONNECTIONS AND TRUSS TO BEAM CONNECTIONS WHICH SHALL BE REVIEWED BY THE BUILDING DESIGNER. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO RESOLVE ALL ROOF FORCES ADEQUATELY TO THE FOUNDATION. UNDERFRAME CEILINGS AS REQUIRED. THIS LAYOUT IS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENT ONLY. REFER TO THE BUILDING PLANS FOR ACTUAL BUILDING CONSTRUCTION. WIND SPEED: 90 MPH BOTTOM DEAD: 10 PSF TOP DEAD: 10 PSF TOP LIVE: 20 PSF HardwareList: ROOF LOADING: A HGUS26-2 HUS26 B Drawnby: Scale: P.O. Number: Order: Salesperson: Cellular Phone: Ship Date: xx.xx.xx NOT TO SCALE XXXXX XXXXX Project: Customer: Model: SextonResidence Sigma Builders Order: XXXXX 9 75 C 2 Special Order Hanger DEDICATED TO QUALITY AND EXCELLENCE 1850 NORTH GRAHAM ROAD FRANKLIN, INDIANA 46131 PHONE: 317.346.4274 FAX: 317.346.0916 Randy & Jennifer Sexton Residence 08/30/18 Mike Sheeks