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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}y <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />• <br />77 <br />CELL SEE PLAN FOR SIZE AND <br />0. <br />O <br />CELL SEE PLAN FOR SIZE AND <br />° v <br />Q <br />SPACING REQUIREMENTS <br />} <br />C <br />SPACING REQUIREMENTS <br />P <br />GARAGE DOOR <br />Lu <br />U <br />W <br />.(.F.° r— <br />.. r� <br />I I <br />Lu <br />RECESS <br />U <br />J <br />L <br />os FM <br />J <br />0 <br />K y i " <br />8" CMU WALL <br />O <br />B"CMU WALL <br />I , CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />W w <br />9' 1 <br />O <br />m Z_ <br />" <br />IN FOUNDATION WITH 30" LEG EACH <br />1 <br />u1 = <br />y <br />F <br />+. 0'-0" <br />+- 0'- <br />1 d WAY AT ALL CHANGES IN DIRECTIONS <br />N <br />- <br />TOP OF SLAB, <br />TOP OF SLAB <br />_ <br />... SO THAT THE STEEL REINF. IS CONTINUOUS <br />I MATCH AMOUNT OF CONTINUOUS BARS <br />.I <br />�I.° <br />c FOR <br />' <br /><� <br />° <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />OAR SIZE 48 BAR DIA. <br />4" CHAMFER (1 -STORY) <br />. - <br />- V RIES <br />- SEE SLAB SCHEDULE TOP OF GARAGE <br />f <br />I ,ILL <br />v. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEOUIE <br />MASONRY <br />MASONRY <br />UNITS SET <br />'- �'0. AT ELEV: <br />W/ 112" ISOLATION -..a <br />JOINT (WHERE <br />8" CHAMFER (2-STORY) 18" <br />qq 24^ <br />EXT. PORCH SLAB 4" CHAMFER (1 STORY) <br />W/12"ISOLATION I. 6"CHAMFER (2STORY) <br />.. <br />0-ry <br />APPLICABLE) i <br />SEE SCHEDULE k5 30" <br />JOINT (WHEREi <br />APPLICABLE ) <br />EE SCHEDULE <br />Z 4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />N <br />AND BAR QUANTITY #7 42" <br />N AND BAR QUANTITY <br />NUMBER OF BARS (e.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:34"=1'-0" <br />L <br />GARAGE sCALE:3""=1-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />p� <br />J <br />4 <br />SCALE: 314"=1'-0" <br />SCALE: 3/4"=1'4' <br />LAP TOP PLATE A MIN. OF 46" <br />LAP TOP PLATE A MIN. OF 48" <br />—71 <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />EI <br />NAILS, 2-ROWS, 4" VERIFY HEIGHT O/C BTM. <br />HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />w <br />O o. I <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 />NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />SECURED W/ 2-PART <br />SPACING. SINGLE BTM. PLATE <br />1/2'W" WEDGE ANCHOR W/2" <br />BTM, PLATE TO 0E PT. <br />2" CAPPED <br />o. g EPDXY. MIN. EMBED <br />TO 0E PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE OBL. TOP PLATE SECURE BT. PLATE TO <br />GALVANIZED PIPE <br />J 8", UNO <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. @ 16" OC <br />SLAB Wf100 MASONRY <br />WIFLANGE @ BASE <br />aJa ALL MANF. <br />K CATIONS <br />SIMPSON SPH4 OR SPHB MAX. <br />2 SPECFOLLIE FOR <br />y <br />BTM AND TOP PLATE <br />ADDITIONAL METAGERED. <br />Q <br />USEAND <br />PREPARATION OF <br />/7 4 <br />ANCHORS W/ 10d x 1 112" <br />COMMON NAILS FILL ALL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />HOLE. <br />W w <br />U <br />HOLES, DO NOT USE 10d W <br />U UPLIFT IS PRESENT. <br />W <br />SECURE FLANGE TO <br />SLAB W1(4) 1/4' X 2 1/4" <br />J <br />p <br />x T, SEE SLAB SCHEDULE <br />w SEE SLAB SCHEDULE <br />TAPCONS <br />O} <br />Q <br />G <br />CQ'- <br />4OF SLAB <br />SLAB —��.. .. . <br />° <br />4"CHAMFER (1STORY) <br />� � <br />4 <br />6" CHAMFER (2-STORY)°; <br />y' <br />4 <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />5 <br />V <br />7 <br />8 <br />BDALE:34=,'-0=1'-0" <br />SCALE:34"=1'-0" <br />SCALE:3l4"=V-9' (W/ UPLIFT) <br />A`E "t 0 (NO UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 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 />z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL WI SYP No 2 STUDS SEE <br />Q <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />25 4r' <br />BTM, PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />itC <br />W <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />v d <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />cc U 8"CMU WALL <br />UPLIFT IS PRESENT. <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />Z <br />TOP OF SLAB <br />"ISOLATED" COLUMN PAD <br />° ° CENTERED UNDER WALL AND <br />' <br />m <br />�- POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />T . <br />BAR SIZE <br />/ <br />V FOR WxD, BAR SIZE <br />BARW.D <br />AND BAR QUANTITY <br />AND <br />--------5551°II AND BAR QUANTITY <br />�, <br />_ ,{' <br />COMBINED EXTERIOR MONO- <br />INTERIOR <br />FOUNDATION WOOD WALL <br />NG AND COL. PAD <br />SEO <br />3/4"=V-0" (NO UPLIFT) <br />1441 N, RONALD REAGAN BLVDI <br />LONGWOOD,FL32750 <br />PH: 407-774.6076 <br />FAX 407-774-4078 <br />www.abdosigngroup.com <br />L AA M: 0003325 A <br />h <br />� <br />t <br />C <br />ya <br />41 <br />SosDM ae LOT: <br />SILVERADO <br />LOT #14 <br />BLK #19 <br />PROJECT# <br />04128.002-14191 <br />MODEL" <br />4EWB <br />"1499—FREEPORT" <br />GARAGE 81RNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />mm <br />F-PRINTDATE: 07/24/20 <br />SCALE: 1/4"=1'-0" <br />SHEESi1.1A <br />