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w <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />t. <br />v <br />I <br />STEEL REINFORCING IN GROUTED <br />�_ <br />STEEL REINFORCING IN GROUTED <br />• — - - <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />v - <br />a <br />€ <br />u <br />1 �. 'r �_ •ram <br />GARAGE DOOR <br />I <br />RECESS <br />N <br />O <br />FM <br />O m <br />B' CMU WALL <br />fj <br />8" CMU WALL <br />++II CORNER BARS, SAME SIZE AS LARGER BAR <br />•�� <br />W <br />S' <br />bK <br />'- a <br />•, '•I. 1•. <br />IN FOUNDATION WITH 30'LEG EACH <br />w� <br />L 'IA.f J WAY AT ALL CHANGES DIRECTIONS <br />. TOP OF SLAB <br />.• TOP OF SLAB <br />.I I <br />-. SO THAT THE STEEL REINF. IS CONTINUOUS <br />I <br />- <br />- . <br />I( <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />• SEE SLAB SCHEDULE <br />EXT. PORCH SLAB BAR SIZE 48 BAR DIA <br />• 1" CHAMFER (1STORV) <br />. <br />EXT. PORCH SLAB <br />_ ARI <br />• <br />_ SEE SLAB SCHEDULE TOP OF GAAGE <br />•I '. 4" CHAMFER (1STORY) <br />LI ILL <br />'' w CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />•' <br />h <br />MASONRY <br />UNITS SET <br />AT ELEV'. <br />Will l2' ISOLATION _, 6' CHAMFER (2STORV) <br />JONT (VN,ERE • • !4 24" <br />W/ 1/2" ISOLATION <br />8" CHAMFER (2-STORY) <br />I\.T'r <br />.. <br />0-P <br />APPLICABLE) <br />SEE SCHEMUE i5 3a, <br />AVPL�C 6 ERRE <br />) <br />•_4 SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR NMD. BAR SIZE <br />FOR W D. BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />N <br />AND BAR QUANTITY <br />AND BAR OUANrTY <br />ti <br />NUMBER OF BARS (Ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />i7 42 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />SCAE 3r=,'0 <br />SCALE 34'=,'-0' <br />GARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-a' <br />SCALE: 3/4'=1'-P <br />(1) 95 REBAR VERTICALLY W CONC. <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48' <br />CMU <br />AND NAIL W/ 15d COMMON <br />NAILS, 2-ROWS, 4' O/C BTM. <br />VERIFY HEIGHT <br />g <br />F4 REBAR 024" O.C. ® CENTER OF <br />LAP TO OCCUR OVER STUD <br />OF WALL W PLAN <br />SLAB <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />g <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />Y OQ <br />I <br />( NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />5 SECURED W/ 2- PART <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />2" CAPPED <br />19E °� EPDXY. MIN. EMBED <br />I <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />o <br />•',.4• <br />4 <br />I CONC REINF W/ <br />W/FLANGE ®BASE <br />< FOLLOW ALL MANF. <br />r <br />x SPECIFICATIONS FOR <br />ADDITIONAL METAPGLRED. <br />CONNECTORS NOT <br />y , <br />'k6" •10 WMA ON <br />USE AND <br />I <br />REQUIRED WHEN NO <br />"' <br />5: <br />J <br />I Mll POLY ETHYLENE <br />E7 <br />n <br />i PREPARATION OF <br />J p r 4-HIE <br />UPLIFT IS PRESENT. <br />w <br />_ VAPOR BARRIER ON <br />SLAB SCHEDULE <br />• <br />•I� r WELL -COMPACTED <br />SECURE FLANGE TO <br />'� <br />CLEAN FILL TERMITE <br />SLAB W(4) 1/4" X 2 1/4" <br />TREATMENT SHALL BE <br />7APCONS <br />O}' <br />TOP OF SLAB <br />[SEE <br />A S' BOA -CARE <br />u, <br />A <br />•� <br />(2') CONT 04 REBAR <br />4" CHAMFER (I -STORY)` <br />• <br />�` •--�- . <br />d _ 4 <br />L <br />8"CHAMFER (2-STORY)- <br />.�.•,' (2) R5 REBAR ON CHAIRS <br />d•• <br />•� <br />J <br />2,000 PSF VIRGIN SOIL OR 95% <br />ED_ ED, <br />SEE SCHEDULE <br />12" MIN. DEPTH INTO <br />COMPACTED SOIL <br />FORM BAR SIZE <br />VIRGIN OR ENGINEERED SOIL <br />a <br />Q <br />AND BAR QUMIn,Y <br />SLAB HEIGHT LESS THAN 3'.T <br />PER PUN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEPMONOLITHIC <br />LLARD <br />FOUNDATION <br />o <br />&@L <br />SCALE 34'=,'-0 <br />(NO UPLIFT) <br />ef221���� <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4"CYC 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 <br />N CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />n SPACING REQUIREMENTS <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />12' O/C STAGGERED. <br />u <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />D <br />REQUIRED WHEN NO <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TVP.) <br />•: •' S" CMU FILLED CELL(TYP.) <br />• <br />TOP OF SLAB <br />�4' TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />�• •- <br />a <br />TOP OF SLAB <br />e• <br />12" DIA. SIMPSON STB2 BOLTS S <br />MINIMUM EMBEDMENT INTO <br />SEE SLAB SCHEDULE 4• a . <br />EXT. PORCH SLAB BAR SIZE 4B BAR DIA 3 ¢ <br />4' CHAMFER (1STORY) <br />GROUTED CELL, 4' FROM ENDS AND <br />93 1B„ H <br />W/ 1/2 ISOLATION 6" CHAMFER (2-STORY - <br />4 <br />• <br />18" O.C. VERTICALLY MAX <br />JOINT (WHERE • •4 24" e <br />4 -� <br />APPLICABLE) z ATCH STEEL •5 30' <br />CHASE 4 REINFORCEMENT <br />SEE SCHEDULE <br />PER SCHEDULE <br />THRU <br />6" PVC CHASE THRU FOOTING <br />FORM 6AR SIZE <br />FOOTING <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR MD, MR SIZE <br />AND BAR QUMRfY PVC CHASE <br />PER SCHEDULE <br />9 <br />SCALE'3/4"=1'-P <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />(NO UPLIFT) <br />12 <br />11 <br />scALE 3/r=,'-a• <br />scALE yr=t'-a <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77 78 <br />FAX: 407-774-4078 <br />www.abde•oVoup.com <br />L AA •: 0003325 <br />Y <br />y <br />O <br />svannr & w ' <br />ABBOTT PARK <br />LOT #45 <br />BLK 7 <br />PRID"wT/ <br />041 0-45 7 <br />KIDDRU <br />4EHB <br />"2605-HAYDEN" <br />GARAGZ BWDM: <br />RIGHT <br />PAOL: <br />DETAILS <br />60 MPH EXP. <br />