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7177 Boxer Round Pl
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7177 Boxer Round Pl
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Last modified
3/20/2025 9:11:37 PM
Creation date
2/19/2025 12:24:56 PM
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Building Plans
Street #
7177
Location
Boxer Round Pl
Contractor
DR Horton
Building Plans - Permit #
22579
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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />.ar <br />'!v <br />? <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />c — ° <br />!• <br />d .. <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />� � <br />O <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENT <br />� v <br />GARAGE DOOR <br />��FM <br />I <br />RECESS <br />N <br />Q <br />v <br />N i <br />8' CMU WALL <br />O <br />8' CMU WALL <br />CORNER BARS, SAME SIZE AS BAR <br />lI ,Kill <br />WO <br />20 <br />c <br />i <br />" <br />�'.I IN FOUNDATION WITH 30" LEG EACH <br />ILU+-0+ <br />WAY AT ALL CHANGES IN DIRECTIONSyTOP <br />TOP OFS'AS <br />OFSLAB <br />..° SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EXT. PORCH SLAB • • <br />I1{lam <br />W/ 1/2" ISOLATION <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />'CHAMFER (1STOR1) <br />#3 18" <br />O-STORY) <br />EXT. PORCH SLAB <br />!-, VARIES �.•I <br />'' TOP OFTOP OF GCE <br />• SEE SLAB SCHEDULE <br />( -STORY) <br />I 4' CHAMFER 1 <br />,I� <br />°' a. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />iv MASONRY <br />UNITS SET <br />7;p. AT ELEV: <br />0'•0' <br />^ <br />6" CHAMFER <br />W/ 1/2" ISOLATION <br />`•I'. '° <br />JOINT (WHERE i i� <br />APPLICABLE) i <br />#4 24" <br />SEE SCHEDULE 30' <br />JOINT (WHERE <br />( ) <br />"` T== 6" CHAMFER (2-STORY) <br />e C EE SCHEDULE <br />4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE #6 36' <br />APPLICABLE) <br />i <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />U2 <br />SCALE: <br />R BARS DETAIL <br />DOOR OPENING <br />SCALE:34'=1'-0 <br />@ GARAGE <br />09� <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4'=1'-0' <br />LAP TOP PLATE A MIN. OF 48' <br />LAP TOP PLATE A MIN. OF 48' _71 <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTU VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />W <br />2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />LI.1 ,Oa I <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />o vj NEW REINF. BAR <br />5 <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O SECURED W/ 2- PART <br />SPACING. SINGLE BTU PLATE <br />1/2'zB' WEDGE ANCHOR W/2" <br />BTM. PLATE TO BE PT. <br />WIFLANGE ®BASE <br />K I EPDXY. MIN. EMBED <br />D. <br />TO PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />� 8', UNO <br />Q <br />TE <br />PLATE <br />EPDXY 5-112" EMBED. MIN. 18' OC <br />SLAB W/tOd MASONRY <br />4 <br />O FOLLOW ALL MANF. <br />USP SPTH4 OR SPTHB BTM MAX. <br />NAIL 16" O/C STAGGERED. <br />SPECIFICATIONS FOR <br />rn � <br />AND TOP PLATE ANCHORS W/ <br />S m USE AND <br />10d z 1 1/2' COMMON NAILS <br />CONNADD ECTORS NOT <br />T <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4" X 2 1/4' <br />H PREPARATION OF <br />O HOLE. <br />FILL ALL HOLES, DO NOT USE N <br />REQUIRED <br />REQUIRED WHEN NO <br />WHEN <br />UPLIFT IS PRESENT. <br />TAPCONS <br />W 0: <br />10d x Y W <br />SLAB SCHEDULE <br />SEE SLABSCHEDULE <br />Q <br />,QQ- <br />[SEE <br />TOP OF SLAB . <br />, •� <br />TOP OF SLAB <br />4" CHAMFER (I -STORY) <br />• <br />4 <br />-STOR1) <br />6' CHAMFER (2_ <br />: <br />e: <br />a s.�. . <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />p INTERIOR CURB FOUNDATION WOOD WALL <br />&MM02NOLITHIC <br />SCALE:34'=1'-0 (NO UPLIFT) <br />SCALE:3/4'=1'-0" <br />SCALE:3/4'=l'-0' (W/ UPLIFT) <br />LAP TOP PLATE A MIN. OF 48„ <br />AND NAIL Wl 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4.O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />g <br />WALL W/ SYP No 2 STUDS SEE <br />_ <br />PLANS FOR SPACING. SINGLE <br />p <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />t <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />Q w <br />i6' O/C STAGGERED. <br />m U <br />ADDITIONAL METAL <br />a <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />W W <br />8' CMU WALL <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />Vie., 8" CMU FILLED CELL (TYP.) <br />' <br />' TOP OF SLAB <br />SEE SLAB SCHEDULE <br />I• <br />2X WALL FRAMING <br />, SEE SLAB SCHEDULE <br />112" DIA. USP 725OSD BOLTS 5" <br />TOP OF SLAB'A• <br />i <br />is <br />? <br />♦ <br />"ISOLATED" COLUMN PAD <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />`ro <br />CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />-� POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />.,'r'=' <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />9 SCALE:34"=1'-0 (NO UPLIFT) <br />10 <br />SCALE:34"=1'-0 <br />11 SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL $2750 <br />PH: 407-7744078 <br />FAX: 407-774-4078 <br />www.abdes4ogmupcom <br />L AA R:0003325 A <br />IIIK <br />ID <br />O <br />g <br />susD:v ae 1,A'h <br />SILVERADO <br />LOT #4 <br />BLK #18 <br />P41J8! <br />CT - 4 1 <br />movalu <br />4EBB <br />"1828—CALI" <br />GA:eAaa W WD90: <br />RIGHT <br />PAOL': <br />DETAILS <br />150 MPH EXP. B <br />ROLNO a ABOUC AM <br />L_ AR No 0072$ J <br />DATM i2/03/1e <br />*CA=s 1/4'=l'-0" <br />smm= <br />S1.1A <br />
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