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Home My WebLink AboutCORNETT_MF_LAY-62X6 BRG. WALL COL-1 COL-2COL-3 STAIR PD PD PDSPACING @ 19.2" O.C.SPACING @ 19.2" O.C.HTU26HGUS26-4 LUS26 LUS46 HGUS26-3 LUS46 LUS26 LUS26HGUS26-3 LUS26 HHUS26-2POSTPOST LUS26 HHUS46 HHUS46 LUS26 LUS46 LUS46 HHUS26-2SPACING @ 19.2" O.C.DO NOT REVERSE FGR3SEE ENGINEERINGDO NOT REVERSE FGR7SEE ENGINEERINGNEW POST FTGE1 FT1 FT1 FT1 FT1 FT1 FT1 FT1 FT2 FT3 FT3 FT3 FT4 FT4 FT4 FT4 FT4 FT4 FT4 FT3 FT3 FT3 FT3 FT5 FT5 FT5 FT6 FT7 FT7 FT7 FT7 FT7FT7 FT8FTGE2 GR1H1H2HJ1HJ1EJ7 EJ7 EJ7 CJ1A CJ3 CJ5CJ1ACJ3CJ5 EJ7 EJ7 EJ7 CJ1A CJ3 CJ5 CJ1ACJ3CJ5EJ7A1A1A1A1A1A2 FC1FGR1J9 J9 J9 J9 J9 J9A J9A J9AA2A2A3GR2J8 J8 J8 J8 GR3 GR4 H3 H4HJ2CJ3CEJ5CJ3C EJ5 EJ7AHJ2CJ3CEJ5CJ3C EJ5EJ7ACJ1BCJ1BCJ1BCJ1BEJ7AEJ7AEJ7AEJ7AEJ7AEJ7AEJ7AEJ7AEJ7AEJ7A FC2FC2FGR2 J6J6J6J6J6J6FGR3FGR4FGR5 J15 J14 J14 J14 J14 J14 M4A M4A M4A M4 M4 M4 M4 M4 M4A M4A M4A M4A M4A M4A M4A M4A M4A M4A M4A M4A H5 GR5 M4AHJ3 CJ3CCJ3C EJ5CJ1B CJ1BEJ5EJ5EJ5GR6 H6HJ3 CJ3CCJ3C EJ5EJ5EJ5EJ5EJ5EJ5CJ1B CJ1BFGR7FGR614-08-00 20-04-00 29-00-00 11-04-0026-00-003-04-0016-00-003-04-00 10-00-005-06-0010-06-009-00-005-08-0022-00-0022-04-004-08-0011-08-00 16-08-00 10-00-00 12-08-0022-08-0041-04-00 9-00-0072-04-009-00-0064-00-00 4-08-00 13-11-0815-10-006-02-087-09-00 9-11-00 2-08-0020-04-00 52-00-006-08-00 14-04-00 6-08-00 2-00-002-00-0040-00-00 12-00-00 7-00-00 2-00-0020-00-00 2-00-002-00-004-00-00 2-00-001-06-002-00-008-00-00 2-00-001-04-007-00-002-01-082-00-006-00-00 2-00-001-11-082-01-08 2-00-00 8-00-002-00-00 1-00-00 2-00-00 1-01-00 2-00-00 38-00-002-00-00 5-00-002-00-00 6-00-002-00-00 1-11-00 2-00-00 8-00-002-00-00 1-08-08 2-00-002-00-001-00-005-00-002-00-00 9-00-006-11-081-07-03 1-07-03 1-07-03 1-07-03 1-01-03 1-07-03 1-07-0314-04-1115-11-1411-02-05Builders FirstSource 1602 INDUSTRIAL PARK DR PLANT CITY FL Phone: (813) 759-5922 Fax: (813) 752-1532 http://www.bldr.com General Notes: - Per ANSI/TPI 1-2007 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Dimensions are Feet-Inches- Sixteenths. - Trusses are to be 24" o.c. unless noted otherwise (U.N.O.) - Trusses are not designed to support brick U.N.O. - Do not cut or modify trusses without first contacting Builders FirstSource. - Immediately contact Builders FirstSource if trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. - Use Manufacturer's specifications for all hanger connections U.N.O. - Use 10d x 1 1/2" Nails in hanger connections to single ply roof girder trusses. Floor Truss Notes: - Shift truss as required to avoid plumbing traps. - Installation Contractor and/or Field Supervisor are to verify all dimensions, trap locations, and options prior to installation Dimension Notes: - Drawing not to scale. Do not scale dimensions Roof: TCLL: 20 PSF TCDL: 10 PSF BCDL: 10 PSF Floor: TCLL: 40 PSF TCDL: 15 PSF BCDL: 5 PSF Wind: Velocity: 160 MPH Exp. Cat.: B Risk Cat.: II Roof pitch: 3/12 & 6/12 Overhang: 2'-0" ARROW ON THE TRUSS REPRESENTS ITS LEFT END AW# ROOF: 2345740 AW# FLOOR: 2389049 Carters Concrete Const. Cornett Lower Framing Plan 1401 Lone Pine Dr. Fort Pierce, FL 34982 Designed by:CG Layout: CORNETT_MF_LAY Date: 07/16/20 Revision History: Rev1: 07/29/20 Rev2: 09/02/20 Rev3: NOT TO SCALE SHEET 1 of 2 Comments:""