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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />a. , <br />• ••^ <br />0. <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a <br />C1 <br />SPACING REQUIREMENTS <br />v—. <br />}} <br />1 <br />GARAGE DOOR <br />¢ t <br />oa0 W <br />f0 <br />'r—,..�,:._ + <br />RECESS <br />W <br />N <br />-` <br />FM <br />j <br />W N Z <br />O io — <br />8" CMU WALL <br />O <br />8" CMU WALL <br />. �� CORNER BARS, SAME SIZE A3 BAR <br />I IN FOUNDATION WITH 30' LEG EACH <br />W W <br />= <br />c <br />Z <br />• WAY AT ALL CHANGES IN DIRECTIONS <br />LL1 <br />N N <br />TOP OF SLAB <br />TOP OF SLAB <br />(... PI SO THAT THE STEEL REINF. IS CONTINUOUS <br />... .. <br />'. <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />• <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1-STORY) <br />#3 18' <br />• . <br />EXT. PORCH SLAB <br />.;1. / ., • <br />(f SEE SLAB SCHEDULE 70P OF GARAGE <br />Il 4" CHAMFER <br />. I,I lu/X <br />P. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />'- gyp, <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />JOINTISOLATION <br />JOINT (WHERE ^•�Y <br />8" CHAMFER (2-STORY) <br />;tl4 24" <br />W/ 12" ISO ATION <br />(1-STORY) <br />. • 6" CHAMFER (2-STORY) <br />APPLICABLE} i <br />SEE SCHEDULE <br />rib 30' <br />JOINT (WHERE <br />EE SCHEDULE <br />4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR VVxD, BAR SIZE <br />MB 3 <br />APPLICABLE) <br />Z <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), LINO <br />a7 aZ' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />scALE 3a=,'o <br />2 <br />SCALE:34"=,'o <br />CORNER BARS DETAIL <br />DOOR OPENING <br />GARAGE <br />3 <br />4 <br />SCALE: 3/4•=,'-0' <br />SCALE: <br />LAP TOP PLATE A MIN. OF 48' <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 18d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />HEIGHT <br />VERIFY HEIEI <br />LAP TO OCCUR OVER STUD OF WALL W PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL PLAN <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />udl 7 I <br />WALL W/ SYP <br />WALL W/ SVP No 2 STUDS SEE <br />2" CAPPED <br />S to NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />W/FLANGE BASE <br />a SECURED Wf 2-PART <br />g MIN. EMBED <br />SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/2" <br />TO BE PT. PROVIDE DBL. TOP <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />® <br />a I EPDXY. <br />4 B UNO <br />WASHER SET IN HIGH STRENGTH <br />PLATE EPDXY 5-1/2" EMBED. MIN. 16' OC <br />SLAB W/10d MASONRY <br />Ry <br />O FOLLOW ALL MANF. <br />USP SPTH4 OR SPTH6 BTM MAX <br />NAIL 16" O/C STAGGERED. <br />SPECIFICATIONS FOR <br />ADDITIONAL METAL <br />ul <br />USE AND <br />AND TOP PLATE ANCHORS W/ <br />CONNECTORS NOT <br />SECURE FLANGE <br />= m <br />F- PREPARATION OF <br />10d x 1 12" COMMON NAILS <br />REOUT WHEN NO <br />1/ <br />STAB 1/4" X 2 i/4" <br />Z HOLE. <br />FILL ALL HOLES, DO NOT USE <br />W <br />IS <br />UPLIFT IS PRESENT. <br />ONS <br />TAPCONS <br />W <br />10d x 3" <br />W <br />O'QQ� <br />SLAB SCHEDULE <br />, <br />SEE SLAB SCHEDULE <br />[SEE <br />TOP OF SLAB • <br />TOP OF SLAB <br />�...° <br />4" CHAMFER(IS70RY)'• <br />":CHAMFER (2STORY) <br />.�• <br />�` • <br />°. .— <br />ai :r, <br />° • �. <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. <br />EE SCHEDULE <br />FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />BOLLARD <br />5 <br />ADDING BAR TO - <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SDALE:3`.,=1° <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />6 <br />8 <br />7 scALE:3a"=,'-o (W/ UPLIFT) <br />SCALE:34"=1'-0 <br />scALE:34"=,'-o <br />(NO UPLIFT) <br />LAP TOP PLATE A MIN. OF 4S' <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 />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />� <br />WALL W/ SVP No 2 STUDS SEE <br />a <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />a <br />PROVIDE DBL. TOP PLATE <br />m W <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />a <br />CONNECTORS NOT <br />N <br />REQUIRED WHEN NO <br />0 <br />e" CMU WALL <br />UPLIFT IS PRESENT. <br />n Z <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />. TOP OF SLAB. <br />I•' • <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />! - .' . <br />N <br />f SEE SLAB SCHEDULE <br />1/2" DIA, USP 725OSD BOLTS 5" <br />TOP OF SLAB'°• <br />i <br />Z <br />"ISOLATED" COLUMN PAD <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />°•' <br />—+ —•� FOUNDATION AND SLAB <br />° <br />SEE SCHEDULE <br />SEE SCHEDULE <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 BRIG WALL TO <br />INTERIOR <br />FOUNDATION WOOD WALL <br />a f FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />9 SCALE: 3 4"=1' 0 (NO UPLIFT) <br />' v <br />SCALE: <br />11 SCALE: 314"=1'41' <br />.1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdosWigroup.00m <br />AA 8: 0003328 , <br />�a <br />44 <br />N <br />W <br />LAN <br />0 <br />W <br />b <br />O <br />j <br />� <br />eumly ar IATt <br />SILVERADO <br />LOT #2 <br />BLK #17 <br />PIWJ=T# <br />4128. 02— 7 <br />1[Oaale <br />4EBB <br />"1828—CALM" <br />GARA0Z DIFINCk <br />RIGHT <br />PAG M <br />DETAILS <br />150 MPH EXP. B <br />I' 1 <br />OCT <br />ROLMD A. ABOUCHACRA <br />l AR NO 4 070 j <br />DA 10/09/19 <br />sClAIM 1/4"=1'—O" <br />SIMEW <br />Si. IA <br />