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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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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Za <br />+y <br />STEEL REINFORCING IN GROUTED <br />d "� <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />�--• <br />- ° ° <br />�j °: <br />< o: <br />CELL SEE PLAN FOR SIZE AND <br />� � <br />SPACING REQUIREMENTS <br />I 6 - � � v <br />Lu <br />SPACING REQUIREMENTS <br />m Lu <br />W/W'k <br />• <br />GARAGE DOOR <br />RECESS <br />ddd11J <br />as <br />Iz <br />FM-... <br />I. <br />°� <br />g❑ <br />0_ Z <br />to <br />8" CMU WALL <br />O <br />8"CMU WALL+. <br />1 CORNER BARS, SAME SIZE AS BAR <br />I <br />N W 8+ <br />w <br />O to � <br />Z <br />+- 0'-0" <br />. � IN FOUNDATION WITH 30" LEG EACH <br />w U <br />+- 0'-0" <br />d. I.1' I WAY AT ALL CHANGES IN DIRECTIONS <br />°� <br />V) <br />.. TOP OF SLAB <br />� � <br />.. ° .. _ <br />• TOP OF SLAB <br />r THAT THE STEEL REINF. IS CONTINUOUS <br />I <br />� <br />.. � - � � � <br />° <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />•MASONRY <br />I <br />EXT. PORCH SLAB ^ :• <br />SEE SLAB SCHEDULE <br />BAR SIZE 46 BAR DIA.` <br />4" CHAMFER (I -STORY) <br />EXT. PORCH BLAB <br />- I S <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />I CONTINUOUS STEEL MONOLITHIC <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />.- ). AT ELEV: <br />'0+ <br />W/ il2" ISOLATION <br />JOINT(WHERE - • • <br />6" CHAMFER (2-STORY) #3 18'• <br />#4 24".• <br />W/ ffi" ISOLATION <br />4"CHAMFER (1STORY) <br />6"CHAMFER (2-STORY) <br />- <br />APPLICABLE) Z - <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />• i EE SCHEDULE <br />4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />E <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY #7 47' <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (W 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:3/4"=1'-0" <br />2 <br />scaLE:3/a'•=,'-o'• <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />3 <br />4 <br />SCALE: 314"=1'-0" <br />SCALE: 3/4„=1'-0„ <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 18d COMMON <br />NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVERR STUD OF WALL W/ PLAN <br />E <br />LAP TO OCCUR OVEERR STUD OF WALL W/ PLAN <br />w <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />Lu a I <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />SECURE <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />> NEW REINF, BAR <br />SPACING. SINGLE BTM. PLATE WEDGE ANCHOR Wl2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE @ BASE <br />K SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER BET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />'L I EPDXY. MIN. EMBED <br />PLATE <br />XY 6-1 �• EMBED. MIN. (� i6" OC <br />SLAB W/10d MASONRY <br />R <br />d 8", UNO <br />USP SPTH4 OR SPTH6 BTM MN( <br />NAIL 18" OIC STAGGERED. <br />ADDITIONAL METAL <br />in <br />Q O FOLLOW ALL MANF. <br />= C SPECIFICATIONS FOR <br />AND TOP PLATE ANCHORS WI <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />� � USE AND <br />tOd x 1 1f2"COMMON NAILS <br />REQUIRED WHEN NO <br />SLAB WI(4)1/4" X 2 1/4" <br />F=- PREPARATION OF <br />FILL <br />,Od 3 L HOLES, DO NOT USE W <br />W UPLIFT IS PRESENT. <br />TAPCONS <br />O a HOLE. <br />xx <br />awf <br />W <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />Q <br />TOP OF SLAB . <br />TOP OF SLAB <br />4"CHAMFER (I -STORY) <br />°•. °�`a. <br />+•.�':-;°.. <br />6. CHAMFER (2-STORY) <br />+ <br />e <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />BOLLARD <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />5 <br />6DALE: 3✓4"=,'-°" <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />p INTERIOR CURB FOUNDATION WOOD WALL <br />MONOLITHIC <br />FOUNDATION <br />7 scALE:3la"=,'a' (W/UPLIFT) <br />V SCALE:34"=1'-0 (NO UPLIFT) <br />6 <br />SCALE: 3/4"=V-0" <br />LAP TOP PLATE A MIN. OF 48" -�� <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />Q <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />o: <br />❑ <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />¢ <br />ro U <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />FR <br />REQUIRED WHEN NO <br />a <br />K o7 <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />0'-0" <br />POURED LINTEL CONT. (TYR) <br />8" CMU FILLED CELL (TYP.) <br />• <br />TOP OF SLAB <br />' -2X <br />SEE SLAB SCHEDULE <br />401. <br />WALL FRAMING <br />0SEE <br />SLAB SCHEDULE <br />1/2" DIA. USP 72WSO BOLTS 5" <br />TOPOF SLAB <br />Z <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />UNDER AND <br />16"O.C. VERTICALLY MAX <br />A LLL <br />POURER MONOLITHCENTERED <br />VAND <br />+FOUNDATION <br />AND SLAB <br />SEE SCHEDULE <br />EDULE <br />FOR WxD, BAR SIZE <br />BAR SIZE <br />AND BAR QUANTITY <br />UANTITY <br />INTERIOR FOUNDATION <br />WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />9 SCALE:3/4"=1'-a' <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 34"=1'-0" <br />11 SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdealgngroup.cam <br />L AA lh 0003325 <br />M <br />ii8s <br />S <br />J <br />d <br />SILVERADO <br />LOT #8 <br />BLK #18 <br />PROJECT <br />04128.002-08181 <br />MODELa <br />3EFB <br />"2447— ROBIE" <br />GARAGE STIMO: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />DAATr.l 10/09/19 <br />BCAL•E: 1/4' = 1'-0' <br />eKE CT <br />S1.1A <br />
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