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3 <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />oD <br />STEEL REINFORCING IN GROUTED <br />i_ <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />— <br />e -- — <br />p v <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />_ <br />ISPACING REQUIREMENTS <br />GARAGE DOOR <br />L' <br />RECESS <br />�O <br />pp' <br />¢ <br />•�'. p <br />FM <br />O m <br />8" CMU WALL <br />FS <br />>W <br />8" CMU WALL <br />CORNER BARS, SAME SIZE G LARGER BAR <br />I�f IN FOUNDATION WITH 30' LEG EACH <br />q <br />a <br />B' <br />s <br />b f +- 0 <br />, , <br />' d <br />+. 01-91 AB <br />' • ° " ' TOP OF SLAB <br />I//�� <br />WAY AT ALL CHANGES I DIRECTIONS <br />v <br />s SO THAT THE STEEL REINF. IS CONTINUOUS <br />a. <br />TOP OF SLAB <br />" <br />•_ <br />• ,.=��. <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I <br />CURB <br />. ..... <br />• <br />EXT. PORCH SLAB , <br />' <br />' SEE SLAB SCHEDULE <br />4 BAR <br />4" CHAMFER (1-STORY) <br />.....• <br />" <br />EXT. PORCH SLAB <br />- <br />I• ( 1 VARIES <br />SEE SLAB SCHEDULE TOP OF <br />4" CHAMFER (1STORY) <br />Il., <br />'"p. LL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />/x <br />�:p <br />UNISTS BET <br />AT ELEV: <br />W/ 1/2" ISOLATION <br />JOINT (WHERE <br />6" CHAMFER (2-STORY) <br />Willi ISOLATION <br />: <br />_ 6" CHAMFER (2STORY) <br />• <br />APPLICABLE z <br />'s <br />SEE SCHEDULE <br />U#747' <br />JOINT(I ERE <br />APPLICABLE) <br />•Tj <br />4. SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR MD, BAR SQE <br />z FORM BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />}° <br />AND BAR QUANTITY <br />AND BAR QUANTRY <br />NUMBER OF BARS (IB. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />SCALE:34"=1'-0' <br />SCALE: <br />@ GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />4 <br />SCALE: 3l4"=1'-0' <br />SCALE: 3/4"=1'-0' <br />(1) #5 REBAR VERTICALLY W/ CONIC. <br />w <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48' <br />c <br />8" CMU <br />NAILLS, 2I ROWS,, 4C0/C BM. <br />VERIFY HEIGHT <br />ao. <br />g <br />#4 REBAR @24" O.C. 0 CENTER OF <br />LAP 70 OCCUR OVER STUD <br />OF WALL VW PLAN <br />� <br />SLAB <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />z <br />WALL W/ SYP No 2 STUDS SEE <br />a 0 <br />t� <br />( <br />PLANS FOR SPACING. SINGLE <br />I <br />2" CAPPED <br />NEW REINF. BAR <br />4q I SECURED W/ 2- PART <br />5 EP OXY. MIN. EMBED <br />BTM, PLATE TO BE PT. <br />PROVIDE DEL. TOP PLATE <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />o <br />NAIL 12" O/C STAGGERED. <br />n° <br />W/FLANGE BABE <br />FOLLOW ALL MANF. <br />i <br />ADDITIONAL METAL <br />"GONG., REINF. W/ <br />SPECIFICATIONS FOR <br />s� <br />CONNECTORSNOT <br />n <br />.y "xS"#10W*MON <br />b <br />��, USE AND <br />I <br />REQUIRED WHEN NO <br />1 8-MIL POLY ETHYLENE <br />PREPARATION OF <br />UPLIFT IS PRESENT. <br />VAPOR BARRIER ON <br />HOLE. <br />z <br />SEE SLAB SCHEDULE <br />w <br />1 WELL -COMPACTED <br />.II <br />SECURE FLANGE TO <br />a <br />CLEAN FILL TERMITE <br />1 <br />SLAB W/(4) 1/4" X 21/4" <br />> <br />s <br />TREATMENT SHALL BE <br />TAPCONS <br />`°• Q• <br />OF OF SLAB <br />BORA-CARE <br />(2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />�r <br />,r-,- <br />4 <br />6" CHAMFER (2-STORY) <br />•" <br />,•' (2) #5 REBAR OPI CHAIRS <br />.a <br />12" MIN. DEPTH INTO <br />o: 2,000 PSF VIRGIN SOIL OR 95% <br />EQ.EQ. <br />FORE SCHEWLE <br />BAR 512E <br />VIRGIN OR ENGINEERED SOIL <br />h COMPACTED SOIL <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN 3'b" <br />pER vvw <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />o soALE: 3/4'=l41' <br />(NO UPLIFT) <br />LOCK WALL <br />&77= <br />LAP PLATE AMIN. OF4S' <br />AND NAIL W/ led COMMON <br />NAILS,S.2 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 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/F <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />g CELL SEE PLAN FOR SIZE AND <br />dd SPACING REQUIREMENTS <br />PROVIDE DEL. TOP PLATE <br />SLAB Will 0d MASONRY NAIL <br />12'• O/C STAGGERED. <br />3 <br />ADDITIONAL METAL <br />J <br />CONNECTORS NOT <br />O % <br />REQUIRED WHEN NO <br />8" CMU WALL <br />b <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (NP.) <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />q' TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />+- 0' <br />TOP OF SLABq• <br />1/2" DIA. SIMPSON S7B2 BOLTS S' <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE a . <br />OAR SIZE 48 BAR DIA g <br />z •4 a Z <br />4" CHAMFER (I -STORY) <br />W/ 112" ISOLATION <br />#3 19, <br />8" CHAMFER (2-STORY) <br />16" O.C. VERTICALLY MAX <br />JOINT (WHERE <br />#4 2C <br />APPLICABLE) <br />MATCH STEEL #5 30' <br />8" PVC CHASE <br />a REINFORCEMENT <br />b. pER SCHEDULE #6 36" <br />SEE SCHEDULE <br />FOR W°D, BAR SIZE <br />THRU FOOTING <br />#7 47' <br />8" PVC CHASE THRU FOOTING <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOUNDATION WOOD WALL <br />INTERIOR FRAME BRG WALL TO <br />FOR BAR BAR 512E PVC CHASE <br />AND BAR QUANTITY <br />PER SCHEDULE <br />G)ILNT�ERIOR <br />ALE:34=,'-D <br />(NO UPLIFT) <br />BLOCK WALL CONNECTION <br />n THRU FOOTING <br />12 <br />11 <br />SCALE: 3/4"=1'-0' <br />SCALE: 3/4"=1'-0' <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesWigoup.eom <br />AA #: 0003325 <br />0 <br />Co <br />ava0:v. ac LAT: <br />ABBOTT PARK <br />LOT #39 <br />BLK #7 <br />PRDJWT# <br />04 .000-39071 <br />MODZU <br />4EHB <br />"2605—HAYDEN" <br />GARAGZ 8WING: <br />RIGHT <br />PAGM <br />DETAILS <br />160 MPH A C <br />23 <br />Dw va /21 <br />SCALE: 1/4"=1'-0" <br />aI'IaaT <br />S1.IA <br />