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6783 Wagon Trail St
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6783 Wagon Trail St
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Last modified
3/21/2025 1:23:29 AM
Creation date
2/24/2025 9:47:25 AM
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Building Plans
Street #
6783
Location
Wagon Trail St
Contractor
D R Horton
Building Plans - Permit #
20572
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WHEN INSTALLING (1) USP <br />(1 OR 2) USP RTiBA RT16A ON THE INSIDE <br />TRUSS ANCHOR WITH FASTEN EACH STUD TO DBL. <br />(1 OR 2) USP LUGT2 <br />10dx1 1/2" HDG NAILS TO TOP PLATE USP SPT24 PLYWOOD SHEATHING, SEE <br />TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE <br />TRUSS AND tOdx3" HDG NAIL PER MANUF. SPECS. "ROOFN✓ALL/FLOOR <br />N <br />NAILS 1/2" GALV. COMMON WALL/FLOOR <br />NAILS TO SHEATHING <br />NAILS, FILL ALL HOLES. SHEATHING <br />SHEAT <br />TOP PLATE. FIRST ONE FASTENER SCHEDULE" <br />FIRST ONE FASTENER SCHEDULE" <br />APPLIED TO INSIDE FACE <br />APPLIED TO INSIDE FACE <br />OF WALL. IN ADDITION, <br />OF WALL. IN ADDITION, <br />ADD (4) 16d TOE -NAILS, 2 <br />ADD (4) 16d TOE -NAILS, 2 <br />EACH SIDE OF TRUSS. <br />EACH SIDE OF TRUSS <br />2x WOOD FASCIA SEE <br />2x WOOD FASCIA SEE <br />PLIFT <br />Ile <br />ARCHITECTURAL 2x6 <br />ARCHITECTURAL 2x6 <br />OT SHOWN <br />SECURED W/ (2) t6d <br />SECURED W/ 2 16d <br />O <br />FOR CLARITY (SEE SHOP <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />DWGS.) <br />ix2 SECURED W/ 10d TRUSSES @ 24" O/C, <br />1x2 SECURED W/ 10d TRUSSES @ 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />FASTEN EACH STUD TO <br />12" O/C FOR REVIEW <br />12" O/C FOR REVIEW <br />DBL. TOP PLATE W/USP <br />AND APPROVAL <br />AND APPROVAL <br />SPT24 NAIL PER MANUF. <br />SPECS. <br />2x STUDS <br />2x STUDS <br />2x BLOCKING <br />2x BLOCKING <br />AT ALL PLYWOOD A ALLOWABLE UPLIFT = 1160 LBS (1 STRAP) <br />SEAMS <br />A ALL <br />SEAMS PLYWOOD AALLOWABLE UPLIFT =2260 LBS (1 STRAP) <br />TOP PLATE ROLLOVER <br />B ALLOWABLE UPLIFT=2320 LBS (2 STRAPS) <br />B ALLOWABLE UPLIFT = 4520 LBS (2 STRAPS) <br />STRAP DETAIL <br />NOT USED <br />TYPICAL TRUSS/GIRDER CONNECTOR(§) <br />TYPICAL GIRDER/TRUSS CONNECTOR(S) <br />1 a 1 b <br />(j)ALE: 2b SC 3/4"=1'-W <br />SCALE: 34'=P-0" <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS N-IT O.C. (AT 8 <br />SHEATHING SEAMS) (BLOCKING <br />NOT SHOWN FOR CLARITY) PRE-ENG'D WOOD <br />TRUSS (TYP) @ 24" O.C. <br />8 MAX <br />FOR STRAPPING <br />VERIFY <br />W/ TRUSS PLAN <br />8 <br />SECURE 2x PLATE TO WALL <br />W/ 3/8"x6" THRU-BOLTS @ <br />32" O.C. MAX THEN SECURE <br />GABLE TO a4 PLATE W/ <br />12d's 8" O.C. MAX OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/USP HGA70KT <br />@ 24" O.C. MAX <br />2x STUDS <br />CONT. 2x4 SECURED W/ (2)10ds @ EACH <br />TRUSS TO BE INSTALLED @ 101-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />2x STUDS GABLE TRUSS @ FRAME WALL <br />5 <br />4=,-0 <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA P. 0003325 <br />F <br />h <br />V <br />may-. <br />O <br />y <br />O <br />F <br />SILVERADO <br />LOT #4 <br />BLK #12 <br />PROJECT# <br />04128.001-04121 <br />MODEi: <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SITMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. BJ <br />D TE 08/16/18 <br />SCALE: 1/4"=1'-0" <br />SIREE * <br />S6.1A <br />
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