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HomeMy WebLinkAboutM004.0HTU26HTU26 LUS242x4 Ledger- ByBuilder 2x4 Ledger - By Builder HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 16" Mech. Tray LUS24 LUS24Nail Jacks Nail Jacks LUS24LUS24LUS24LUS24LUS242x4 LedgerByBldr.2x4 Ledger ByBldr. 2x4 LedgerByBldr. Hardware List 9- LUS24* 13- HTU26* 160- H2.5A * QtyIncludes (1) Extra Hgr. Sht'g Ldgr. By Bldr. (5 at 24")(6 at 24")(5 at24") (7at 24") ToHangerFace OfGirder (3at 24")(3 at 24")(23at24")(6 at 24") 2x4 LedgerB.O.L. 9'-1 1/8" Scale: 1/4" =1'-0" Truss T08 4 12 9'-1 1/8" Wall Detail 'A' 2x4 Ledger B.O.L. 8'-5 7/8" LAY02 LAY03 LAY01TG01T01AT01BTG01A TG02T02T02GE02TG03A T03C T03B T03A T03A T03D T03E T03F T03G GE03A GE04 GE05T05GE06GE07GE08 T08T08GE08T08B T08BJG01 JG01 J04 J05J03 J02 TG04 JG02CG03J06J07CG01CG02V01V02V03V04 V05 T06(6) T07(8) T08(4) T01(4) J01A(4)T03(12)T03A(3)T08A(4)J01(4)J01(2)20-08-0017-10-002-10-00 35-10-00 13-07-0822-02-08 8-09-088-10-084-00-00 21-08-001-04-00 18-02-00 6-00-00 50-08-08 3-03-086-00-00 11-07-00 21-09-00 5-04-00 1-04-00 2-01-0414-00-002-00-12 1-06-0410-00-002-01-042-00-00 12-00-002-00-00 1-11-08 1-10-04 2-00-00 10-00-00 2-00-001-10-045-125-12 17-08-00 2-00-004-00-00 2-00-001-10-08 2-00-00 2-00-00 1-02-08 2-00-006-00-002-00-00 6-00-002-00-00 2-00-00 1-06-081-11-08 2-00-00 46-00-00 7-08 1-08-002-00-00 12-00-00 7-04 5-11-084-08Customer: Location: Model: Designer: Job#: Date: Scale:Design Information:9028 Old SR 67 South Mooresville, IN 46158 (317) 834-5380 IRC 2018 TPI 2014 20TLL - 10TDL - 10BDL Pyatt Builders Lot 83The Grove at Legacy Brooklyn - A (Hip) - CiravoloResidence TL B20001679 June 18, 2020 1/4" =1' 0"Mike Eder Salesperson: Sheet Of: 1) This layout is intended for the purpose of truss location and placement only. Refer to the building plans for actual building construction. 2) All dimensions shown 00-00-00 are in feet-inches-sixteenths. 3) Trusses are spaced 24" on center unless otherwise noted. 4) Do not cut or modify trusses. 5) Refer to the individual truss design drawings for the location of member bracing, uplift and truss end reactions. 6) Installation of all temporary and permanent bracing is essential. See truss drawings, BCSI-B2 Summary Sheet and building designer requirements. 07/23/20 Adam Schriner