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7142 Boxer Round Pl
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7142 Boxer Round Pl
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Last modified
3/20/2025 7:43:59 PM
Creation date
2/19/2025 12:18:31 PM
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Building Plans
Street #
7142
Location
Boxer Round Pl
Contractor
DR Horton
Building Plans - Permit #
22279
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LAP TOP PLATE A MIN. OF 46' <br />!- <br />AND NAIL W/ 18d COMMON <br />NAILS, 2-ROWS, 4" O.C. BTM. <br />LAP TO OCCUR OVER STUD <br />yy <br />�a <br />g <br />® <br />3/4" DIA. x B" MIN. EXPANSION <br />BOLT W/ 3x3 OVERSIZED <br />WASHERS PLACED 16' O.C. 4" <br />MIN. CONC. EMBEDMENT <br />2x HEADER SEE PLAN FOR SIZE <br />AND QUANTITY PROVIDE 1x Z <br />WOOD OR 1/7' PLYWOOD g <br />FILLER($). NAIL ALL TOGETHER a <br />W/ 16d COMMON NAILS, w <br />2-ROWS, 6' O.C. N <br />SHORT 2x STUDS —� <br />BETWEEN HEADER ABOVE AND <br />FRAMING DIRECTLY ABOVE <br />WINDOW <br />11 1 <br />SECTION A -A <br />I <br />a SHORT Zx STUDS <br />BENEATH WINDOW SILLS <br />2x MID -HEIGHT BLOCKING D <br />AND ANY PLYWOOD SEAMS <br />W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR <br />END >0>. SIZE AND OUANITY <br />F PROVIDE tx WOOD FILLER(S). <br />NAILS ALL TOGETHER W/ 16d <br />COMMON NAILS, 2-ROWS, 6' <br />USP RT16A W/ 10d x 1 11Z' O.C. <br />GALV. COMMON NAILS, FILL USP SPTH4 OR SPTH6 OR <br />ALL HOLES SPTH8 TOP 8 BOTTOM <br />FL#17236 4'-0" MIN. TOP PLATE SPLICE STUD PLATE TIES 1od x <br />AND NAIL W/ i8d COMMON 1 1!2" GALV. COMMOO N <br />NAILS, 2-ROWS, C. NAILS (AT EACH STUD) FILL <br />EVERY HOLE. DO NOT USE <br />3" LONG NAILS FL#17244 <br />4" - <br />TYR <br />BTM. MEMBER OF TOP — a <br />PLATE SPLICE MUST <br />LSTA12 W/ 10dx3" GALV. COMMON <br />OCCUR OVER STUD. <br />NAILS, (5) EACH END TOTAL OF 10 <br />-4" <br />NAILS. APPLIED TO INSIDE FACE <br />(1) 2x FLAT TOE NAILED TO <br />TYP. <br />ONLY FL#17244 <br />JACK STUDS <br />SEE SCHED <br />OR # STUDS <br />NDER <br />EADER <br />SEE SCHED <br />FOR # FULL <br />HEIGHT <br />Zx STUDS <br />I "MN X L I <br />70 <br />4" <br />3X3 OVERSIZED WASHERS PLACED 4" <br />TYP. <br />37' O/C 6' MIN CONOEMBED. TYP. <br />16'MAX. <br />PROVIDE (3) STUDS <br />CORNERS LAP TOP <br />PLATE MEMBERS <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALUFLOOR SHEATHING <br />FASTENER SCHEDULE' <br />C= <br />DBL. TOP PLATE <br />CONT. <br />2x6 BLOCKING FOR SHUTTER <br />INSTALLATION. PROVIDE 1/2' <br />PLYWOOD FILLER($). NAIL <br />ALL TOGETHER W/ 16d <br />COMMON NAILS, 2-ROWS, 6" <br />O.0 <br />(1) 2x6 FLAT TOE NAILED TO <br />JACK STUD 2x NAILED INTO <br />INSIDE AND OUTSIDE PLY OF <br />FILLER BELOW W/ 16d <br />COMMON NAILS, 6" O.C. <br />24 BLOCKING FOR SHUTTER <br />INSTALLATION. PROVIDE 1/7' <br />PLYWOOD FILLER(S). NAIL <br />ALL TOGETHER W/ 16d <br />COMMON NAILS, 2-ROWS, 6' <br />O.C. <br />SINGLE BTM. PT PLATE <br />2x MID -HEIGHT BLOCKING <br />AND ANY PLYWOOD SEAMS <br />W/ (2) 16d NAILS EACH END <br />16'MAX. <br />(3) 2x12 HEADER PROVIDE DBL. TOP PLATE <br />PLYWOOD FILLER(S). NAIL <br />ALL TOGETHER W/ 16d CONT. <br />COMMON NAILS, 2-ROWS, 6' — — <br />O.0 �N <br />m <br />2klZ$ DA0's a <br />(5) 2x STUDS IN CORNER. NAIL <br />THE (3) CORNER STUDS <br />TOGETHER W/ 16d NAILS, 3- <br />0 C. <br />LAP TOP PLATES <br />AT CORNER, <br />(4) 2x STUDS IN CORNER. NAIL <br />THE (3) CORNER STUDS <br />TOGETHER W/ 16d NAILS, 3" <br />O.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 />1 (2)2x8 <br />(3)2x8 <br />(2)200 <br />(3)2x10 <br />(2)2x12 <br />(3)2x12 <br />8TIDo1f0.0. <br />BTIIDBPAmo2i0.C. <br />0-2tt <br />a <br />0 <br />O <br />y <br />Y <br />U <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />() 4 <br />3) 4 <br />SPAN <br />KINGS <br />SPAN <br />KINGS <br />(2)ZZ <br />(2) <br />2)2x6 <br />( 2x6 <br />()2x6 <br />(2)Dc6 <br />() 2X60-2R <br />3 - 4 R <br />3-4ft <br />1 <br />2 <br />0-2R <br />3-4ft <br />1 <br />2 <br />2x4 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />(3) 4 <br />(3) 2x4 <br />SEEPIM <br />2x6 <br />(2)2x6 <br />() 56 <br />) 2x6 <br />(2)2x <br />(2)2x6 <br />5- 6 R <br />2x4 <br />2x4 <br />214 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />2 Zx4 <br />2 Z(4 <br />5- 6 R <br />3 <br />5- 6 R <br />2 <br />(2) <br />(2)Dc <br />(2 2x6 <br />7-Btt <br />3 <br />T-BR <br />3 <br />2x4 <br />Zx4 <br />Z(4 <br />Zz4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />7-8R <br />7-1—oft <br />5 <br />9-10ft <br />3 <br />O2x6 <br />9-tOft <br />2x4 <br />2x4 <br />2x4 <br />2x4 <br />2 2x4 <br />2 4 <br />2 2x4 <br />2 2x4 <br />10-12R <br />5 <br />10-12ft <br />4 <br />2x8 <br />2x6 <br />2x8 <br />2x6 <br />6 <br />10 -12 It2x4 <br />2x4 <br />2x4 <br />2%4 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />TYPICAL EXTERIOR WOOD FRAME <br />WALL CONSTRUCTION DETAIL <br />SCALE: 3/4"=Va' <br />SNAIL STUDS /—NAIL <br />STUDS" <br />TOGETHER W/ <br />TOGETHER W/ <br />12d 0 17'O.C. <br />12d @ 12'O.C. <br />PROVIDE (3) STUDS 0 J <br />PLYWOOD SHEATHING, <br />CORNERS LAP TOP <br />SEE"ROOFNVALUFLOOR <br />PLATE MEMBERS <br />SHEATHING FASTENER <br />SCHEDULE" <br />PLYWOOD SHEATHING, SEE <br />"ROOFM/ALUFLOOR SHEATHING <br />FASTENER SCHEDULE" <br />C2 <br />Cl EXTERIOR MASONRY / WOOD <br />CONNECTIONS <br />2 <br />PLACE 30# ROOF FELT BEHIND <br />SCALE: 1 1YY'=T-0" <br />VERT. STUDS SO AS TO <br />SEPARATE WOOD AND <br />MASONRY/ CONCRETE(TYP.) <br />10 DIA. USP GALV. PFM SREW <br />ANCHOR 5" MINIMUM <br />EMBEDMENT INTO GROUTED <br />CELL, 6" FROM ENDS AND <br />16' O/C, VERTICALLY MAX <br />NAIL STUDS <br />TOGETHER W/ <br />12d 0 17 O.C. <br />SHEATHING ON <br />INTERIOR OR <br />EXTERIOR OF <br />WOOD WALL <br />1/Z'DIA USP GALV. PFM <br />SREW ANCHOR 6' MINIMUM <br />EMBEDMENT INTO GROUTED <br />CELL, 6' FROM ENDS AND IF] <br />16' O/C, VERTICALLY MAX <br />16'MAX, <br />PROVIDE (3) STUDS 0 <br />CORNERS LAP TOP <br />PLATE MEMBERS <br />16'MAX. <br />PROVIDE (3) STUDS 0 — <br />CORNERS LAP TOP <br />PLATE MEMBERS <br />NAIL STUDS) <br />TOGETHER W/ <br />12d 0 17 O.C. <br />PLYWOOD SHEATHING, SEE — <br />"ROOF/WALUFLOOR SHEATHING <br />FASTENER SCHEDULE" C 3 <br />vm 'I A <br />(1) 2x TO BLOCK ON 2x4 WALLPLACE 30# ROOF FELT <br />(2) 2x TO BLOCK ON 2x6 8 2x8 WALL BEHIND VERT. STUDS SO AS <br />Tn l69PARATF Wnnn ANn <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77"078 <br />FAX- 407-7744078 <br />www.abdesigngmup.com <br />AA #: 0003325 <br />Y <br />Is <br />gyp <br />OEM a. LoT <br />SILVERADO <br />LOT #6 <br />BLK #17 <br />PROJECT# <br />04128.002-06171 <br />mo EL: <br />3EFB <br />"2447- ROBIE" <br />GARAGE EWING: <br />RIGHT <br />PACE: <br />DETAILS <br />50 MPH EXP. <br />DAmNT'l'E: 10/09/19 <br />8CALE:1/4• - f-0• <br />a>KEET <br />S4.1A <br />
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