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So" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />i <br />N <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />�•-.• — <br />I v •` <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />_ <br />$ <br />'�. SPACING REQUIREMENTS <br />+ v� <br />'�' •�—v —7 <br />GARAGE DOOR <br />�Q <br />$� <br />0 <br />aIla� <br />FM <br />•. <br />RECESS <br />Q m <br />8" CMU WALL <br />8" CMU WALL <br />I <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />I IN FOUNDATION WITH 31Y' LEG EACH <br />w <br />y y <br />B " <br />> <br />WAY AT CHANGES DIRECTIONS <br />.- p <br />. TOP OF SLAB <br />ALL IN <br />. SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />• <br />MATCH AMOUNT OF CONTINUOUS BARS <br />• I •I, <br />CURB FOR <br />SEE SLAB SCHEDULE <br />° na BAR SIZE 48 BAR DIA <br />EXT. PORCH SLAB 4" CHAMFER (iSTORY) <br />• <br />#3 18" <br />• <br />EXT. PORCH SLAB <br />- V I <br />° SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER (1STORY) <br />i <br />d. I •..ILL CONTINUOUS STEEL MONOLITHIC <br />• FOOTING REINFORCEMENT SEE SCHEDULE <br />>:p <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1/2" ISOLATION <br />e" CHAMFER (2STORV) <br />• <br />W/ 1/7' ISOLATION <br />fi" CHAMFER <br />0'-0" <br />JOINT WHERE <br />( <br />APPLICABLE <br />e'" #4 24'° <br />SEE SCHEDULE #5 30" <br />JOINT(WMERE. <br />APPLICABLE) <br />(2STORY) <br />4. SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />f <br />FCR WxD, 84R SIZE <br />#6 36' <br />z FOR WxD, BAR SIZE <br />i <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />f <br />AND BAR QUANTrtV <br />AND BAR QUANTITY <br />!v <br />NUMBER OF BARS (IS. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />scALE:3a"=+'-D' <br />2 SCALE:34"=1'-D" <br />GARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-0' <br />(1) #5 REBAR VERTICALLY W/CONC. <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />o n <br />8" CMU <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, C <br />VERIFY HEIGHT <br />g <br />#4 REBAR @24" O.C. @ CENTER OF <br />LAP TO OCCUR OVER USTUD <br />OF WALL PLAN <br />SLAB <br />2x4 OR 2xe WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />T. r� <br />6, <br />;;��(( <br />NEW REINF. BAR <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO SE PT. <br />a, <br />SECURED W/2-PART <br />PROVIDE DEL. TOP PLATE <br />SECURE BT. PLATE TO <br />2" CAPPED <br />qq <br />g EPDXY. MIN. EMBED <br />SLAB W/lOd MASONRY <br />GALVANIZED PIPE <br />g I 8", LIND <br />NAIL 12" O/C STAGGERED. <br />h <br />W/FLANGE @ BASE <br />N Q FOLLOW ALL MANF. <br />ADDITIONALMETAL <br />CONNECTORS NOT <br />h 4" CONC., REINF. W/ <br />r SPECIFICATIONS FOR <br />V <br />"x8" <br />USE AND <br />w I <br />REQUIRED WHEN NO <br />#10 VvWTA ON <br />4 <br />z PREPARATION OF <br />UPLIFT IS PRESENT. <br />6-MIL POLY ETHYLENE <br />p 4" 4" HOLE. <br />w <br />w <br />w APOR BARRIER ON <br />a •II T-0' WELL -COMPACTED <br />SECURE FLANGE TO <br />SEE SLAB SCHEDULE <br />CLEAN FILL TERMITE <br />SLAB W/(4) 1/4" X 2 1/4" <br />O}' <br />p <br />SHALL BE <br />TAPCONS <br />4� <br />T�P OF SLAB <br />T BORA-CARE <br />C <br />a . <br />CONT. #4 REBAR <br />(I -STORY) <br />4" CHAMFER (i <br />e <br />)(2)#5 <br />6" CHAMFER (2-STORY) <br />REBAR ON CHAIRSea• <br />S <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. <br />SEE SCHEDULE <br />12" MIN. DEPTH INTO <br />VIRGIN OR ENGINEERED SOIL <br />w <br />� � COMPACTED SOIL <br />FOR BAR SITE <br />AND BAR <br />BAR QUANTITY <br />SLAB HEIGHT LESS THAN 3'-8" <br />Q p6R pLgN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />$ BCALE:3/4=V-O" <br />(NO UPLIFT) <br />C <br />5 <br />6 <br />FOOTING W/ BLOCK WALL <br />SCALE:34"=1'-0 <br />SCALE 34"=1'-0' <br />1 A <br />SCALE: <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BIM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />20 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />CELL SEE PLAN FOR SIZE AND <br />BTM. PLATETOSEPT. <br />SECURE BT, PLATE TO <br />SLAB W/10d MASONRY NAIL <br />$ SPACING REQUIREMENTS <br />PROVIDE DEL. TOP PLATE <br />12" O/C STAGGERED. <br />u <br />ADDITIONAL METAL <br />5 J <br />CONNECTORS NOT <br />n <br />Q <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />„ 8" CMU FILLED CELL (TYP.) <br />o'• <br />8" CMU WALL <br />b <br />TOP OF SLAB <br />' <br />4' TOP OF SLAB <br />SEE SLAB SCHEDULE" <br />2X WALL FRAMING <br />�_ p,�, <br />TOP OF SLAB <br />1/2" DIA. SIMPSON STB2 BUTS S" <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (I -STORY) z a <br />H • <br />W/ 1/2" ISOLATION <br />#3 16, + <br />8" CHAMFER (2-STORY) <br />• <br />18" O.C. VERTICALLY MAX <br />JOINT (WHERE <br />a #4 277 •y <br />APPLICABLE) <br />MATCH STEEL #S 30' <br />3U' <br />6" PVC CHASE <br />s REINFORCEMENT #p 36' <br />F. PER SCHEDULE 36. <br />SEE SCHEDULE <br />FOR WD, BAR SIZE <br />THRU FOOTING <br />#7 74 <br />8" PVC CHASE THRU FOOTING <br />- AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT SEP <br />INTERIOR FOUNDATION WOOD WALLCHASE <br />INTERIOR FRAME BRIG WALL TO <br />FOR BAR QUANTITY <br />AND BAR QUANTffV <br />PER SCHEDULE <br />9 <br />BQALE:3a"=1-a' <br />(NO UPLIFT) <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />11 <br />SCALE: 3/4"=1'-0' <br />12 SCALE: 3/4"=1'-0' <br />•1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesWngmup.com <br />AA #: 0003325 <br />Y <br />4 <br />svanzv. ae L01r. <br />ABBOTT PARK <br />LOT #29 <br />BLK. #12 <br />PROMCITO <br />04 1000-29 21 <br />MODEL: <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 8WINO: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />r-PRAMT 9/21/21 <br />AICALE: 1/4"=V-0" <br />9391 r <br />S1.1A <br />