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W <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />I STEEL REINFORCING IN GROUTED <br />• — <br />r <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br /><_ -I CELL SEE PLAN FOR SIZE AND <br />a SPACING REQUIREMENTS <br />p <br />' v,• <br />a� <br />a <br />Il <br />1 '. r• _ _, ,ram <br />GARAGE DOOR <br />I. p p <br />RECESS <br />8A <br />014 <br />• - r FM <br />0 • 8" CMU WALL <br />8' CMU WALL <br />I <br />• �� CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />B' <br />6 <br />, IN FOUNDATION WITH 30' LEG EACH <br />m m <br />+- <br />•I a WAY AT ALL CHANGES IN DIRECTIONS <br />• - - - - TOP OF SLAB <br />TOP OF SLAB <br />I SO THAT THE STEEL REINF. IS CONTINUOUS <br />�• <br />- �- <br />�, <br />MATCH AMOUNT OF CONTINLXJLJS BARS <br />•I <br />CURB FOR <br />•� <br />SEE SLAB SCHEDULE <br />a BAR SIZE 48 BAR DIA <br />1-1 VARIES• <br />• • 1( • SEE SLAB SCHEDULE TOP OF GARAGE <br />I I� CONTINUOUS STEEL MONOLITHIC <br />•�_WHE. <br />C <br />MASONRY <br />UNITS SET <br />EXT. PORCH SLAB 4' CHAMFER (I -STORY) <br />W/ 112" ISOLATION • ,• •3 18' <br />8" CHAMFER (2-STORY) <br />EXT. PORCH SLAB I 4" CHAMFER (1STORY) <br />W/ 1/2" ISOLATION -T <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />:p <br />\aF/ <br />AT ELEV: <br />0 0 <br />JOINT (WHERE ♦ • •4 24" <br />APPLICABLE) SEE SCHEDULE •5 30' <br />l • 6" CHAMFER 2STORY <br />JOINT(WHERE • i ( ) <br />APPLICABLE) 4. SEE SCHEDULE <br />ANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />3 WXD, BAR 912E <br />� �'� <br />FOR W<°, 84R SIZE <br />� <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AFORND <br />ti AND BAR QUANTITY <br />AND TAR OUANTT' <br />NUMBER OF BARS Oe. 2 TO 3, PROVIDE 2 BARS), UNO <br />•7 42' <br />}' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCAF:34"=1'-a' <br />2 SCALE:y4"=1'-n' <br />@ GARAGE <br />CORNER BARS DETAIL <br />3 <br />4 <br />DOOR OPENING <br />SCALE: 3/4'=1'-P <br />SCALE: 3/4"=1'-0" <br />(1) #6 REBAR VERTICALLY W CONC. <br />;y POURED CELL <br />SO 6 8' CMU <br />$ S #4 REBAR @24" O.C. ® CENTER OF <br />STEEL REINFORCING IN GROUTED <br />SLAB <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a I f <br />NEW REINF. BAR <br />_ <br />SECURED W/ 1, PART <br />s _ <br />- <br />2" CAPPED <br />q I <br />IY 3 EPDXY. MIN. EMBED <br />2 <br />6 <br />GALVANIZED PIPE <br />< 8", LINO <br />' 4• <br />4 <br />W/FLANGE ® BASE <br />� C, F OLLOW ALL MANIF <br />h I ' CONC., REINF. W <br />SP <br />I ECIFICATIONS FOR <br />o N <br />IF NO" 10LVN hIYLENE <br />f <br />I?i <br />AND <br />PREPARATION OF <br />g <br />8' CMU WALL <br />-MIL PUSE <br />4• 4, <br />HOLE. <br />w _ VAPOR BARRIER ON <br />i <br />+ <br />•II 1 WELL -COMPACTED <br />SECURE FLANGE TO <br />7A <br />TOP OF SLAB LAB <br />CLEAN FILL TERMITE <br />• <br />SLAB W(4) 1/4' X 2 1/4" <br />•? <br />I • <br />TREATMENT SHALL BE <br />a <br />TAPCONS <br />�• <br />SEE SLAB SCHEDULE <br />S BORA-CARE <br />(2) CONT. 94 REBAR <br />Qa <br />4"CHAMFER(1STORY) <br />i <br />z <br />- <br />"ISOLATED" COLUMN PAD <br />• , t <br />6- CHAMFER (2-STORY) <br />b <br />4 CENTERED UNDER WALL AND <br />POURED HSL� V WTH <br />(2) e5 REBAR ON CHAIRS <br />• <br />- -'�- FOUNDATION AND <br />• <br />j SEE SCHEDULE <br />2,000 PSF VIRGIN SOIL OR 95% <br />FOR W,DMR SIZE <br />AND BAR QUUAN11Y <br />12" MIN. DEPTH INTO <br />COMPACTED SOIL <br />VIRGIN OR ENGINEERED SOIL <br />H <br />SLAB HEIGHT LESS THAN T-T pEp pLgN <br />ADDING BAR TO <br />COMBINED EXTERIOR MONO - <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHICFOUNDATION7 <br />FOOTING AND COL. PAD <br />FOOTING W/ BLOCK WALL <br />5 SCALE:314"=,'-D" <br />1A <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 1Ed COMMON <br />NAILS, 2-ROWS, 4" O/C BIM. VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48' <br />LAP TO OCCUR OVER STUD OF WALL W PLAN <br />AND NAIL W/ 16E COMMON <br />VERIFY HEIGHT <br />2x4 OR 24 WOOD BEARING PROVIDE BLOCKING <br />NAILS, 2-ROWS, 4"O/C BTM. <br />LAP TO OCCUR OVER STUD OF WALL W PLAN <br />WALL W/ SYP N4 2 STUDS SEE <br />2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />SLAB W170E MASONRY <br />BTM. PLATE TO BE PT. <br />SLAB W/10E MASONRY NAIL <br />NAIL 12' O/C STAGGERED. <br />PROVIDE DEL. TOP PLATE <br />12" O/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />POURED LINTEL CONT. (TVP.) <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />'�p•. 8- CMU FILLED CELL (TYP.) <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />2X WALL FRAMING <br />SLAB SCHEDULE <br />1/2' DIA. SIMPSON STB2 BOLTS S <br />SEE BLAB SCHEDULE <br />MINIMUM EMBEDMENT INTO <br />[SEE <br />+- 0'-0' <br />GROUTED CELL, 4" FROM ENDS AND <br />TOP OF SLAB._ <br />+ <br />16" O.C. VERTICALLY MAX <br />70P OF SLAB <br />e <br />• s' <br />C F <br />SEE SCHEDULE <br />4 " <br />ED. EO. SEE SCHEDULE <br />AND MRW`DBARSI2E <br />AND BAR OUANiT' <br />INTERIOR FRAME BRG WALL TO <br />FOR WXD, BAR SIZE <br />SI <br />AND °""°""""`" <br />BLOCK WALL CONNECTION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />11 SCALE 34-' 0 <br />9 (NO UPLIFT) <br />8 SCALE 34"=1'-P (NO UPLIFT) <br />.1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />W W W Abd•Ngngroup.com <br />AA M: DOD3325 <br />r <br />Q <br />° <br />W <br />U <br />a <br />IP <br />IUNDIV 89 Wlh <br />BBOTT PARK <br />LOT #44 <br />BLK. 7 <br />AO"=T/ <br />04181.000-44071 <br />MODZU <br />E401 <br />"2828—ENSLEY' <br />OA AG3 saaro: <br />LEFT <br />PAdIC: <br />DETAILS <br />160 MPH EXP. C <br />