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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />•• ••� <br />. <br />CELL SEE PLAN FOR SIZE AND <br />CELL SEE PLAN FOR SIZE AND <br />r[r ` <br />•- <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS+ <br />' • v� <br />GARAGE DOOR <br />... <br />RECESS <br />FMB. <br />•A <br />B"CMU WALL <br />8" CMU WALL <br />. CORNER BARS, SAME SIZE AS LARGER BAR <br />IN FOUNDATION WITH 30" LEG EACH <br />w { <br />a' <br />«_U-0" <br />T .d <br />�X <br />TOP OF SLAB <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ... -j SO THAT THE STEEL REINF. IS CONTINUOUS <br />o, <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I .I <br />?� <br />CURB FOR <br />• • • • <br />SEE SLAB SCHEDULE <br />4 BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB 4" CHAMFER (1-STORY) <br />16" <br />EXT. PORCH SLAB <br />�)(" SEE SLAB SCHEDULE TOP OF GARAGE <br />4"CHAMFER <br />I�A <br />.. <br />v.�0. <br />ILL CONTINUOUS STEEL MONOLITH C <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />N <br />�d• <br />MA ONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1/2" ISOLATION <br />6"CHAMFER (2STORY) <br />W/1/2"ISOLATION <br />(1STORV) <br />p{p <br />JOINT (WHERE <br />APPLICABLE i <br />#4 24" <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE <br />APPLICABLE) <br />6"CHAMFER (2-STORY) <br />_ •�i <br />q. SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />f <br />FOR WaD, BAR SIZE <br />#6 36" <br />i FOR MD, BAR SIZE <br />Y <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />f <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />IN <br />NUMBER OF BARS Ile. 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 <br />GARAGE <br />1 <br />SCALE:3/4"=1'-0" <br />2 @ GARAGE SCALE:3/4"=1'-0 <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />w <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />8" CMU <br />AND NAIL W/ 16d COMMON <br />o <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />#4 REBAR (D,24" O.C. CENTER OF <br />LAP TO OCCUR OVER STUD <br />W/ <br />OF WALL PLAN <br />$ <br />SLAB <br />. w <br />2x4 OR Zx6 WOOD BEARING <br />PROVIDE BLOCKING <br />w <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />NEW REINF. BAR <br />BTM. PLATE TO BE PT, <br />SECURED W/ 2- PART <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />' <br />2"CAPPED <br />EPDXY. MIN. EMBED <br />SLAB W/10d MASONRY <br />8", LIND <br />NAIL 16" O/C STAGGERED. <br />. ` a• <br />GALVANIZED PIPE <br />H o <br />a FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />• § <br />W/FLANGE 0 BASE <br />x SPECIFICATIONS FOR <br />w <br />CONNECTORS NOT <br />F, I 4" CONC., REINF. W/ <br />I USE AND <br />REQUIRED <br />.t k6" #10 W WM ON <br />4 <br />PREPARATION OF <br />UPLQIF PRESENT. <br />MIL POLY ETHYLENE <br />M <br />w 1 4• HOLE. <br />z <br />w <br />w_ VAPOR BARRIER ON <br />• �� 1'-0' WELL -COMPACTED <br />SECURE FLANGE TO <br />5EE SLAB SCHEDULE <br />CLEAN FILL TERMITE <br />SLAB W/(4) 1/4" X 21/4" <br />tj�01 <br />,_ 0,-0„ <br />TREATMENT SHALL BE <br />TAPCONS? <br />TOP OF SLAB <br />4 S" SORA-CARE <br />u, <br />.,d <br />• ; I (2) CONT. #4 REBAR <br />FCHA.FFER (1STORY)VR <br />: <br />2-STORY) <br />;. <br />s (2)#5 REBAR ON CHAIRS• <br />'4 <br />• <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. <br />SE <br />17' MIN. DEPTH INTO <br />rc <br />COMPACTED SOIL <br />Fat WAD„BAR SIZE <br />VIRGIN OR ENGINEERED SOIL <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN T-6' <br />m PER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />8 5°ALE:3""=,'-0" <br />(NO UPLIFT) <br />C <br />5 <br />c <br />V <br />FOOTING W/ BLOCK WALL <br />SCALE 3/4"=1'-0 <br />SCALE: 3/4"=1'-0 <br />1 A <br />SCALE: 3/4' T- <br />LAP TOP PLATE A MIN, OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 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/ SVP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />5 CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />SPACING REQUIREMENTS <br />PROVIDE DBL. TOP PLATE <br />1S, O/C STAGGERED. <br />a <br />ADDITIONAL METAL <br />J <br />CONNECTORS NOT <br />D m <br />REQUIRED WHEN NO <br />- 8" CMU WALL <br />UPLIFT IS PRESENT. <br />LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.I <br />TOP OF SLAB - <br />:4' TOP2X <br />SEE SLAB SCHEDULE <br />WALL FRAMING•12" <br />• <br />•^ <br />-0'-0" <br />70P OF SLAB'4' <br />WPOURED <br />DIA. SIMPSON ST82 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />SEE SLAB SCHEDULE <br />, <br />4"CHAMFER (15TORY) <br />EXT. PORCH S!:X� <br />_4 <br />4 <br />BAR SIZE 48 BAR DIA. <br />4 <br />' <br />GROUTED CELL, 4" FROM ENDS AND <br />W/ 1/7' ISOLAT6" CHAMFER (2STORY) <br />#3 18" <br />' <br />• <br />• • <br />16, O.C. VERTICALLY MAX <br />JOINT(WHERE • <br />#4 24" <br />4 y <br />APPLICABLE) MATCH STEEL <br />#5 30" 4 <br />REINFORCEMENT <br />SCHEDULE <br />'PVC CHASETHRU <br />#6 �, <br />6" PVC CHASE THRU FOOTING <br />SEE SCHEDULE <br />FOR MD. BAR SIZE <br />FOOTING <br />BAR QUANTIY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR MWARS12E <br />AND BAO UANTffV <br />PVC CHASE <br />PER SCHEDULE <br />9 <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />SCALE: 3/4"=TZ' (NO UPLIFT) <br />12 <br />11 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4'=1'-0" <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAK 407-7744078 <br />www.a bdesigngroup.com <br />AA #: 0003325 <br />4 <br />i <br />�p <br />a <br />a <br />� F <br />BXMDIV. ae ABBOTT I4oT <br />PARK <br />LOT #12 <br />BLK #9 <br />PROJECT(: <br />04181.000-12091 <br />HODEZc <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SUING: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH <br />