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7782 Broad Pointe Dr
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7782 Broad Pointe Dr
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Last modified
3/21/2025 1:27:18 AM
Creation date
2/24/2025 10:01:09 AM
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Building Plans
Street #
7782
Location
Broad Pointe Dr
Contractor
D R Horton
Building Plans - Permit #
22656
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MIN. 10" T <br />EAD W/ <br />'NOSE <br />PAVERS <br />TOP OF SLAB <br />rn <br />46-- <br />#4 REBAR(TYP.) <br />TOPS <br /># <br />Z <br />• �,' <br />1/2" RADIUS OR <br />CHAMFER <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />Lz�_ <br />sq � <br />y a <br />w <br />¢w <br />N <br />— <br />�� <br />:c <br />TRENCH FOOTING <br />AT ALL PAVER AREAS SCALE: 1/T=1'-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 />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO SLAB W/ <br />PROVIDE DBL. TOP PLATE <br />1/2"x8' WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2" EMBED. MIN, C 18' <br />USP SPTH4 OR SPTHB BTM <br />OC MAX. <br />AND TOP PLATE ANCHORS W/ <br />1Dd x 1 1/2" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10d x 3" <br />'SEE SLAB SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />%INTERIOR FOUNDATION WOOD WALL <br />`� SCALE: 3/4"=1'-a (W/UPLIFT) <br />2 EXTERIOR STAIR DETAIL <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />d SPACING REQUIREMENTS <br />�w <br />veL <br />aO Vl Z 8' CMU WALL <br />i <br />M TOP OF S4.AB <br />SEE SLAB SCHEDULE W <br />• BAR SIZE 48 BAR DIA. > <br />EXT. PORCH SLAB ^ — 4'CHAMFER (I -STORY) O <br />W/ 1/2' ISOLATION 8' CHAMFER (2-STORY) #3 MT <br />U <br />JOINT (WHERE 4 ' #4 <br />APPLICABLE) Z MATCH STEEL #5 <br />REINFORCEMENT <br />8" PVC CHASE PER SCHEDULE #8THRU FOOTING � #7 <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY PVC CHASE <br />6 THRU FOOTING <br />SCALE: 3/4'=1'-a' <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />ENE <br />SPACING REQUIREMENTS <br />d <br />a <br />8• CMU WALL <br />o: <br />U <br />elf <br />W <br />y <br />0 <br />7d i-SEE SLAB SCHEDULE <br />' r r • JI V I <br />e <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR CURB FOUNDATION CMU WALL <br />3 <br />4 <br />8" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />IN GROUTED <br />EE PLAN FOR SIZE AND <br />G REQUIREMENTS <br />USTEELREINFORCING <br />8"CMUWALL <br />om <br />SLAB SCHEDULE <br />F SLAB I.''d• <br />SCHEDULE <br />SE <br />WxD, BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION CMU WALL <br />'4 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7744i078 <br />FAX: 407-774.4078 <br />www.abdmlgn�'ou ) com <br />AA 5: 0003325 <br />a� <br />911 <br />avmzv. Se LOT9 <br />ABBOTT PARK <br />LOT #30 <br />BLK. #8 <br />P"T <br />04 0 — 083 <br />MODS . <br />3EEB <br />"2260-ELSTON" <br />GARAGa awixG: <br />RIGHT <br />PAGN: <br />DETAILS <br />160 MPH EXP. C <br />uIrT <br />f <br />RATJl 8/19CAM 1/4"=1'-0"xmr <br />S1.1B <br />
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