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6806 Wagon Trail St
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6806 Wagon Trail St
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Last modified
3/21/2025 5:21:00 AM
Creation date
2/24/2025 9:43:36 AM
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Building Plans
Street #
6806
Location
Wagon Trail St
Contractor
D R Horton
Building Plans - Permit #
20649
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(1 OR 2) USP RT16A WHEN INSTALLING (1) USP <br />RT16A ON THE INSIDE <br />TRUS S ANCHOR WITH FASTEN EACH STUD TO DBL.(1 <br />lodx1/2' HDG NAILS TOTRUSS <br />TOP PLATE W/ USP SPT24 PLYWOOD SHEATHING, SEE <br />TRUSS <br />TRUSS AND 10dx3" HDG NAIL PER MANUR SPECS. "ROOFNVALL/FLOOR <br />NAILS TO <br />TOP PLATE. FIRST ONE SHEATHING <br />APPLIED TO INSIDE FACE FASTENER SCHEDULE" <br />OF WALL IN ADDITION, <br />ADD (4)16d TOENAILS, 2 <br />EACH SIDE OF TRUSS. <br />2x WOOD FASCIA SEE <br />ARCHITECTURAL 2x6 <br />SECURED W/ (2) t6d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />lx2 SECURED Wl 10d TRUSSES 0 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />12, O/C FOR REVIEW <br />AND APPROVAL <br />2x STUDS <br />2x BLOCKING <br />AT ALL PLYWOOD <br />SEAMS AALLOWABLE UPLIFT = LBS (NSTRAP) <br />B ALLOWABLE UPLIFT = 2320320 LBS (2 STRAPS) <br />TYPICAL TRUSS/GIRDER CONNECTOR(S) <br />G b SCALE: 3/4"=1'-U' <br />OR 2) USP LUGT2 <br />ANCHOR WITH PLYWOOD SHEATHING, SEE <br />GALL. COMMON SHEATHJALLIFLOOR <br />NAILS , FILL <br />NAILS, FILL ALL HOLES. <br />FIRST ONE SHEATHING <br />APPLIED TO INSIDE FACE FASTENER SCHEDULE" <br />OF WALL. IN ADDITION, <br />ADD (4) 16d TOE -NAILS, 2 <br />EACH SIDE OF TRUSS <br />pr <br />2x WOOD FASCIA SEE <br />ARCHITECTURAL 2x6 <br />SECURED W/ (2)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />1x2 SECURED Wl 10d TRUSSES Q 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />12' O/C FOR REVIEW <br />AND APPROVAL <br />2x STUDS <br />2x BLOCKING <br />AT ALL PLYWOOD <br />SEAMS AALLOWABLE UPLIFT =2260LBS (1STRAP) <br />B ALLOWABLE UPLIFT = 4520 LBS (2 STRAPS) <br />TYPICAL GIRDER/TRUSS CONNECTOR(S)"Y <br />28 2b SCALE: 3/4"=l'-0" <br />®RFPLIFT <br />OT SHOWN <br />FORCLARITY (SEE SHOP <br />DWGS ) <br />FASTEN EACH STUD TO <br />DBL. TOP PLATE WI USP <br />SPT24 NAIL PER MANUF. <br />SPECS. <br />TOP PLATE ROLLOVER <br />3 STRAP DETAIL <br />SCALE: 3i4"=1'-0" <br />A NOT USE D <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'4' O.C. (AT O <br />SHEATHING SEAMS) (BLOCKING <br />NOT SHOWN FOR CLARITY) --PRE-ENG'D WOOD <br />TRUSS (TYP) ® 24" O.C. <br />Q MAX <br />FOR STRAPPING <br />VERIFY <br />W/ TRUSS PLAN <br />O <br />SECURE 2x PLATE TO WALL <br />W13/6"x6" THRU-BOLTS <br />32' O.C. MAX THEN SECURE <br />GABLE TO 2x4 PLATE W/ <br />12d's V' O.C. MAX OR <br />SECURE GABLE TO DSL TOP <br />PLATE W/ USP HGAIOKT <br />0 24" O.C. MAX <br />2x STUDS <br />CONT. 2x4 SECURED W/ (2) 10d's C EACH <br />TRUSS TO BE INSTALLED C 101-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />2x STUDS GABLE TRUSS @ FRAME WALL <br />1441 N. RONALD REAGAN SL <br />LONGWOOD,FL32750 <br />PH: 407-774,6078 <br />FAX 407-774-4078 <br />www.abdaslgngroup.00m <br />L AA 8: 0003325 <br />IE <br />C <br />dVHDM AO LOT. <br />SILVERADO <br />LOT #6 BLK #11 <br />PROJECT# <br />04128.001-06111 <br />MODRU <br />4EJB <br />"2807— ELLE" <br />GA1tAGE 8Wn4O: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />20 <br />DrptmT <br />w8/17/18 <br />SCALE: 1/4"=1'-0" <br />MEMET <br />S6.1A <br />
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