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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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DBL TOP PLATE <br />CONT. <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />2x HEADER SEE PLAN FOR SIZE <br />NAILS, 2-ROWS, 4" O.C. BTM. <br />AND QUANTITY PROVIDE 1x <br />2x6 BLOCKING FOR SHUTTER <br />LAP TO OCCUR OVER STUD <br />WOOD OR 10 PLYWOOD Z <br />INSTALLATION. PROVIDE 12" <br />FILLER(S). NAIL ALL TOGETHER a <br />PLYWOOD FILLER(S). NAIL <br />W/ 16d COMMON NAILS, w <br />ALL TOGETHER W/ 16d <br />?1 <br />2-ROWS, 6' O.C. <br />COMMON NAILS, 2ROWS, 6' <br />i <br />O.0 <br />SHORT 2x STUDS <br />BETWEEN HEADER ABOVE AND <br />® <br />FRAMING DIRECTLY ABOVE <br />(1) 2x6 FLAT TOE NAILED TO <br />3/4" DIA x W MIN. EXPANSION <br />WINDOW <br />JACK STUD 2x NAILED INTO <br />BOLT WI 3x3 OVERSIZED <br />AND OUTSIDE PLY OF <br />WASHERS PLACED 16" O.C. 4" <br />FILLERINSIDE <br />BELOW W/ <br />MIN. CONIC. EMBEDMENT <br />I <br />COMM <br />COMMON <br />CON NAILS, 6'- O.C.O. <br />® <br />SHORT 2x STUDS <br />BENEATH WINDOW SILLS <br />2x6 BLOCKING FOR SHUTTER <br />INSTALLATION. PROVIDE 12" <br />PLYWOOD FILLER(S). NAIL <br />2x MID -HEIGHT BLOCKING <br />W/ 16d <br />AND ANY PLYWOOD SEAMS <br />O ON NAIELS 2-ROWS, 6' <br />W/ (2)16d TOE -NAILS, EACH <br />2x HEADER SEE PLAN FOR <br />O.C. <br />END <br />< >d <br />SIZE AND QUANITY <br />1- <br />PROVIDE Ix WOOD FILLER(S). <br />NAILS ALL TOGETHER W/ 16d <br />SINGLE BTM. PT PLATE <br />COMMON NAILS, 2-ROWS, 6' <br />USP RT16A W/ 10d x 1 112" <br />O.C. <br />GALV. COMMON NAILS, FILL <br />USP SPTH6 TOP 8 <br />ALL HOLES <br />BOTTOM STUD PLATE <br />FL#17236 <br />4'-0" MIN. TOP PLATE SPLICE TIES W/ 10d x 1 1/2' GALV. <br />AND <br />NAIL W/ 160 COMMON COMMON NAILS FILL EVERY <br />NAILS, 2-ROWS, 4" O.C. HOLE. DO NOT USE 3' LONG <br />1i a <br />G IGI NAILS FL#17244 <br />I <br />BTM. MEMBER OF TOP —3 <br />I <br />PLATE SPLICE MUST <br />OCCUR OVER STUD. <br />LSTA12 W/ 10dx3" GALV, COMMON <br />NAILS, (5) EACH END TOTAL OF 10 <br />2x MID -HEIGHT BLOCKING <br />---El <br />4'• <br />NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO <br />AND ANY PLYWOOD SEAMS <br />TYP. <br />ONLY FL#17244 JACK STUDS <br />W/ (2)16d NAILS EACH END <br />SEE SCHED <br />OR # STUDS <br />g <br />m <br />NDER <br />EADER <br />SEE SCHED <br />FOR # FULL <br />HEIGHT <br />2x STUDS <br />4" /O <br />TVP. <br />4" <br />TYP. <br />3X3 OVERSIZED WASHERS PLACED 4" <br />32'O/C6"MIN CONC.EMSED. TYP. <br />„„32'MAX..,,MAX.,,. <br />16' MAX. 16" MAX. <br />(3) 2(12 HEADER PROVIDE DBL. TOP PLATE <br />12" PLYWOOD FILLER(S). NAIL <br />ALL TOGETHER W/ 16d CONT. <br />COMMON NAILS, 2-ROWS, 6' — — <br />O.Cj --Ly <br />2KIrs 2AOti <br />LAP TOP PLATES <br />AT CORNER, <br />(5) 2x STUDS IN CORNER. NAIL <br />THE (3) CORNER STUDS <br />TOGETHER W/ 16d NAILS, 3' <br />O.C. <br />2x STUDS <br />SPACING SPECIFIED <br />ON PLANS <br />(4) 2x STUDS IN CORNER. NAIL <br />THE (3) CORNER STUDS <br />TOGETHER W/ 16d NAILS, W <br />G.C. <br />NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE <br />NUMBER OF KING STUDS <br />EACH END OF HEADER <br />SPAN <br />HEADER SIZE <br />(2)2x6 <br />(3)2x6 <br />(2)2x8 <br />(3)218 <br />(2)2x10 <br />(3)2x10 <br />(2)2x12 <br />(3)2X12 <br />61UD8P=41I8'0.0. <br />FWVA(x1002P0.0. <br />0-2ft <br />ly <br />a <br />O <br />02(4 <br />rn <br />Y <br />' <br />2 2x4 <br />2 2x4 <br />2 2X4 <br />(3) <br />(3) <br />KINGS <br />SPAN <br />KINGS <br />6 <br />(2) <br />(2) <br />(2) <br />O <br />O <br />O <br />3- 4 R <br />:�4 <br />1 <br />2 <br />0-2ft <br />3-41 <br />1 <br />2 <br />2x4 <br />2(4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />I <br />) 4 <br />2x8 <br />2x <br />() <br />(2) <br />() 11 <br />(2)-.- <br />(2). <br />5 - 6ft <br />ZA <br />2(4 <br />2x4 <br />2 2x4 <br />2 2X4 <br />2 2X4 <br />2 2(4 <br />2 2(4 <br />3 <br />5-6ft <br />2 <br />(2) <br />(2 <br />2)2x6 <br />3 <br />7-8ft <br />3 <br />2(4 <br />2x4 <br />2x4 <br />2 2X4 <br />2 2X4 <br />2 2X4 <br />2 2(47-8R <br />9 <br />5 <br />9-10ft <br />3 <br />(2) <br />9-70R <br />2x4 <br />2X4 <br />2x4 <br />2x4 <br />2 2c4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />10. 12ft <br />5 <br />10-12ft <br />4 <br />10 - 12 R <br />2x4 <br />2x4 <br />2x4 <br />2x4 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />TYPICAL EXTERIOR WOOD FRAME <br />WALL CONSTRUCTION DETAIL <br />SCALE: <br />PROVIDE (3) STUDS 0-J SNAIL STUDS —NAIL STUDS <br />CORNERSLAPTOP TOGETHER WI TOGETHER W/ <br />PLATE MEMBERS 12d G 6" O.C. 12d (M W O.C. <br />PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS 0 —A <br />"ROOFANALUFLOOR SHEATHING CORNERS LAP TOP <br />FASTENER SCHEDULE" PLATE MEMBERS 16' MAX. <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALLIFLOOR SHEATHING <br />FASTENER SCHEDULE" <br />C2 D / <br />C 1 PROVIDE (3) STUDS 0 J <br />EXTERIOR MASONRY/WOOD CORNERSLAPTOP <br />2 CONNECTIONS PLATEMEMBERS <br />SCALE: , 1!Z'=1'-0" <br />NAIL STUDS <br />12" DIA. USP 7250SD TOGETHER W/ <br />BOLTS 5" MINIMUM 12tl 6' O.C. <br />EMBEDMENT INTO GROUTED 117' DIA. USP 7250S0 <br />F-1 CELL, 4" FROM ENDS AND BOLTS 5" MINIMUM PLYWOOD SHEATHING, SEE —� <br />16' O.C. VERTICALLY MAX EMBEDMENT INTO GROUTED <br />IL STUDS 16' O"ROOF/WALUFLOOR SHEATHING <br />CELL, 4" FROM ENDS AND FASTENER SCHEDULE"C3 <br />NA.C. VERTICALLY MAX <br />TOGETHER W/ <br />12d 0 12' O.C. <br />B N A <br />1441 N. RONALD REAGAN <br />FL BLVD� <br />LID 32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />�a <br />StMDIV. as LOOT: <br />SILVERADO <br />LOT #6 BLK #11 <br />PROJICCT# <br />04128.001-0611 <br />moDmxA <br />4EJB <br />"2807—ELLE" <br />oARAGZ aTIMG: <br />LEFT <br />PALM: <br />DETAILS <br />50 MPH EXP. <br />a <br />DancT <br />ATIL, 8/17/18 <br />BCALIC: 1/4"=1'-0" <br />B*Em T <br />S4.1A <br />
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