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7145 Boxer Round Pl
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7145 Boxer Round Pl
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Last modified
3/20/2025 7:58:01 PM
Creation date
2/19/2025 12:12:46 PM
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Building Plans
Street #
7145
Location
Boxer Round Pl
Contractor
DR Horton
Building Plans - Permit #
22278
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w <br />DBL. TOP PLATE <br />CONT. <br />• } <br />lz <br />LAPTOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />2x HEADER SEE PLAN FOR SIZE <br />NAILS, 2-ROWS, 4" O.C. STM. <br />❑a <br />AND QUANTITY PROVIDE ix <br />2x6 BLOCKING FOR SHUTTER <br />LAP TO OCCUR OVER STUD <br />WOOD OR 1/2" PLYWOOD <br />Z <br />INSTALLATION. PROVIDE 1/2" <br />FILLER(S). NAIL ALL TOGETHER <br />d <br />PLYWOOD FILLER(S). NAIL <br />W/ 16d COMMON NAILS, <br />Lu <br />ALL TOGETHER W/ 16d <br />1C <br />2-ROWS, 6" O.C. <br />w <br />CCOC MON NAILS, 2-ROWS, 6" <br />i <br />SHORT 2x STUDS <br />BETWEEN HEADER ABOVE AND <br />• <br />FRAMING DIRECTLY A80VE <br />(1) 2x6 FLAT TOE NAILED TO <br />DIA. x 8" MIN. EXPANSION <br />WINDOW <br />,1 <br />t JACK STUD 2x NAILED INTO <br />BOLT SIZED <br />BOLT <br />1) r <br />INSIDE AND OUTSIDE PLY OF <br />WASHERS PLACED <br />WASHERS PLACED 16" O.C. 4" <br />FILLER BELOW W/ 16d <br />MIN. CONC. EMBEDMENT <br />SECTION A -A <br />COMMON NAILS, 6" O.C. <br />BILL & HEAUMPWIi ING <br />6 <br />SHORT 2x STUDS <br />BENEATH WINDOW SILLS <br />2x6 BLOCKING FOR SHUTTER <br />INSTALLATION. PROVIDE 1!2" <br />PLYWOOD FILLER(S). NAIL <br />2x MID -HEIGHT BLOCKING <br />io <br />ALL TOGETHER WI 16d <br />AND ANY PLYWOOD SEAMS <br />COMMON NAILS, 2-ROWS, 6" <br />W/ (2)16d TOE -NAILS, EACH <br />2x HEADER SEE PLAN FOR <br />O.C. <br />END <br />0- <br />SIZE AND QUANITY <br />PROVIDE tx WOOD FILLER(S). <br />d <br />NAILS ALL TOGETHER W/ 16d <br />SINGLE BTM. PT PLATE <br />COMMON NAILS, 2-ROWS, 6" <br />(3) 2xl2 HEADER PROVIDE DBL. TOP PLATE <br />1/2" PLYWOOD FILLER(S). NAIL <br />ALL TOGETHER W/ 16d CONT. <br />COMMON NAILS, 2-ROWS, 6' — — <br />O.c <br />2xln 2XIVS <br />USP RT16A W/ 10d x 1 1/2" O.C. LAP TOP PLATES <br />GALV. COMMON NAILS, FILL USP SPTH4 OR SPTH6 OR AT CORNER, <br />ALL HOLES SPTH8 TOP & BOTTOM TYPICAL <br />FL#17236 4'-0" MIN. TOP PLATE SPLICE STUD PLATE TIES w/ 10d x <br />AND NAIL W/ 16d COMMON 1 1/2" GALV. COMMON <br />NAILS, 2-ROWS, 4" O.C. NAILS (AT EACH STUD) FILL <br />EVERY HOLE, DO NOT USE T <br />3" LONG NAILS FL#17244 <br />I RI <br />BTM. MEMBER OF TOP ---I <br />PLATE SPLICE MUST LSTA12 W/ 10dx3" GALV. COMMON <br />OCCUR OVER STUD. NAILS, (5) EACH END TOTAL OF 10 <br />2x MID -HEIGHT BLOCKING <br />4" NAILS. APPLIED TO INSIDE FACE <br />AND ANY PLYWOOD SEAMS <br />(1) 2x FLAT TOE NAILED TO <br />TYP. ONLY FL#17244 <br />W/ (2) 16d NAILS EACH END <br />JACK STUDS <br />SEE SCHED <br />OR#STUDS <br />NDER <br />FADER <br />m <br />SEE SCHED <br />FOR # FULL <br />HEIGHT <br />2x STUDS:11!4: <br />4" tO 4" <br />TYP. TYP. <br />3X3 OVERSIZED WASHERS PLACED 4" <br />32" O/C 6" MIN CONC.EMBED. TYP. <br />32" MAX. <br />,. , <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 WI 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 />(2)2x8 <br />(3)2x8 <br />(2)2x10 <br />(3)2x10 <br />(2)2xl2 <br />(3)2xl2 <br />B1UD2PACmalrOA <br />SUVAMQ2P0A <br />0-2ft <br />a <br />O <br />F <br />x <br />¢ <br />' <br />2 2x4 <br />2 2x4 <br />22x4 <br />(3) x <br />() x4 <br />SPAN <br />0-2ft <br />3-4ft <br />KINGS <br />1 <br />2 <br />SPAN <br />0-2ft <br />3-4ft <br />KINGS <br />1 <br />2 <br />6 <br />2x <br />2 x <br />( x <br />)_Tx <br />3 - 4ft <br />2x4 <br />2z4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />x <br />x <br />) x <br />) x6 <br />x <br />() x <br />5- 6 ft <br />2x4 <br />2z4 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />5- 6 ft <br />3 <br />5- 6 rt <br />2 <br />(2) <br />7 - 6ft <br />3 <br />7 - 8 ft <br />3 <br />2x4 <br />2x4 <br />2x4 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2) 2x4 <br />2x4 <br />7-8ft <br />8-10ft <br />5 <br />8-10fl <br />3 <br />x <br />x <br />(2) <br />9-10ft <br />2x4 <br />2x4 <br />2x4 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />10 -12 ft <br />5 <br />10 - 12 ft <br />4 <br />x <br />z <br />fl <br />LEE <br />2x4 <br />2x4 <br />2x4 <br />2x4 <br />2x4 <br />2 2x4 <br />2 2z4 <br />2 2x4 <br />x <br />x <br />TYPICAL EXTERIOR WOOD FRAME <br />WALL CONSTRUCTION DETAIL <br />16" MAX. I16" MAX. 16" MAX. <br />� <br />PROVIDE (3) STUDS <br />CORNERS LAP TOP <br />PLATE MEMBERS <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALUFLOOR SHEATHING <br />FASTENER SCHEDULE" <br />B <br />TOGETHER Wl <br />12d 0 12" O.C. <br />PROVIDE (3) STUDS <br />CORNERSLAPTOP <br />PLATE MEMBERS <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALUFLOOR SHEATHING <br />FASTENER SCHEDULE" <br />C1 <br />PLACE 30# ROOF FELT BEHIND <br />VERT. STUDS SO AS TO <br />SEPARATE WOOD AND <br />MASONRY/ CONCRETE (TYP.) <br />1/2" DIA. USP GALV. PFM BREW <br />ANCHOR 5" MINIMUM <br />EMBEDMENT INTO GROUTED <br />CELL, 8" FROM ENDS AND <br />le.O/C, VERTICALLY MAX <br />NAIL STUDS <br />TOGETHER WI <br />12d @ 12" O.C. <br />SHEATHING ON <br />INTERIOR OR <br />EXTERIOR OF <br />WOOD WALL <br />—NAIL STUDS — <br />TOGETHER WI <br />12d @ 12" O.C. <br />PLYWOOD SHEATHING,— <br />SEE"ROORWALUFLOOR <br />SHEATHING FASTENER <br />SCHEDULE" <br />C2 -M-VL- J <br />CONNEORONS MASONRY/ WOOD <br />SCALE: 1 1/2"=V-0" <br />1/2" DIA. USP GALV. PFM <br />SREW ANCHOR 5" MINIMUM <br />EMBEDMENT INTO GROUTED <br />CELL, S" FROM ENDS AND <br />16" O/C, VERTICALLY MAX <br />PROVIDE (3) STUDS <br />CORNERS LAP TOP <br />PLATE MEMBERS <br />f� <br />16" MAX. <br />PROVIDE (3) STUDS 0 — <br />CORNERS LAP TOP <br />PLATE MEMBERS <br />NAIL STUDS <br />TOGETHER W/ <br />12d 0 12" O.C. <br />PLYWOOD SHEATHING, SEE — <br />"ROOFNVALL/FLOOR SHEATHING <br />FASTENER SCHEDULE"C3 <br />A <br />(1) 2x TO BLOCK ON 20 WALL PLACE 30# ROOF FELT <br />(2) 2x TO BLOCK ON 2x6 & 2x8 WALL BEHIND VERT. STUDS SO AS <br />TQ CFPARATF W(]()D AND <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdeaigngroup.00m <br />AA R: 0003325 <br />T <br />e <br />� <br />7f <br />l <br />av9DIV. ac LOT' <br />SILVERADO <br />LOT #8 <br />BLK #18 <br />PROJECT# <br />04128.002-08181 <br />MODELS <br />3EFB <br />"2447- ROBIE" <br />GAP -%GE BWMG: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />
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