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MIN, EACH WAY <br />MONOLITHIC FOOTING <br />tt <br />IV <br />STEEL REINFORCING IN GROUTED <br />i STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />_ CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />S SPACING REQUIREMENTS <br />c <br />•� <br />GARAGE DOOR <br />r° <br />RECESS <br />$ <br />w a <br />> <br />FM <br />� <br />�KI <br />gw <br />8"CMU WALL <br />� 8" CMU WALL <br />� ° � CORNER BARS, SAME SIZE AS LARGER BAR <br />w � B' <br />- d-0" <br />> °I IN FOUNDATION WITH 30" LEG EACH <br />$ <br />nLAB <br />WAV AT ALL CHANGES IN DIRECTIONSTOP <br />TOP OF SLAB <br />OF SLAB <br />..° SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIAL <br />EXT. PORCH SLAB 4" CHAMFER (1STORY) <br />° #3 18" <br />-VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />' ` <br />EXT. PORCH SLAB <br />I . e, ILL CONTINUOUS STEEL MONOLITHIC <br />- ° FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />�:p° AT ELEV: <br />W/ 1/2" ISOLATION 6"CHAMFER (2-STORY) <br />JOINT (WHERE #q 2q" <br />4" CHAMFER (I -STORY) <br />W/ 12"ISOLATION 6" CHAMFER (2STORY) <br />APPLICABLE) i SEE SCHEDULE #5 3d' <br />JOINT (WHERE #`�—�# <br />APPLICABLE a. SEE SCHEDULE <br />) � <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />g FOR MO, BAR SIZE <br />AND BAR QUANTTY #6 36' <br />FOR MID BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />>r <br />AND BAR QUANTTY <br />NUMBER OF BARS (IS. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 47' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:3/4"=V-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />GARAGE <br />SCALE: 3/4"=l'-0" <br />(1)#5 REBAR VERTICALLY W/ CONIC, <br />POURED CELL <br />n <br />4B 8" CMU <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ COMMON <br />5 #4 REBAR 024" O.C. (9 CENTER OF <br />S, VERIFY HEIGHT <br /># SLAB <br />LAP TO OCCUR OVER STD OF WALL W! PLAN <br />0 <br />Ng 3. <br />2x4 OR Z16 WOOD BEARING PROVIDE BLOCKING <br />"a i5' <br />I <br />WALL W/ SYP <br />i• <br />r ° I <br />2.. CAPPED <br />O NEW REINF. BAR <br />o <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ <br />GALVANIZED PIPE <br />> y SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE lr2W" WEDGE ANCHOR W/ 2" <br />- <br />W/FLANGE 0 BASE <br />a gg I EPDXY. MIN. EMBED <br />7 <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />• <br />8", UNO <br />PLATE EPDXY 5-1l2" EMBED. MIN. 0 16" OC <br />°, n <br />§ <br />FOLLOW ALL MANF. <br />15 <br />SIMPSON SPH4 OR PH6 MAX. <br />SE <br />- 4" CONC., REINF. W/ <br />fr I I <br />SPECIFICATIONS FOR <br />€ USEAND <br />I <br />BTM AND TOP PLATE <br />M 4 6'k6" #10 WWM ON <br />6 -MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />Z 8 PREPARATION OF <br />ANCHORS W/ 10d x 1 12" <br />COMMON NAILS FILL ALL <br />VAPOR BARRIER ON <br />SLAB W/(4) 1W X 21/4" <br />Q HOLE. <br />HOLES, DO NOT USE 10d w <br />• II 1"� WELL -COMPACTED <br />TAPCONS <br />w <br />x T, SEE SLAB SCHEDULE <br />CLEAN FILL TERMITE <br />TREATMENT SHALL BE <br />o } <br />n •; BORA-CARE <br />JI <br />TOP OF SLAB ° <br />(2) CONT. #4 REBAR <br />4"CHAMFER (1STORV) <br />' ., <br />a <br />f <br />6" CHAMFER (2STORY) <br />Q <br />(2) #5 REBAR ON CHAIRS <br />2,000 PSF VIRGIN SOIL OR 95% <br />12" MIN. INTO € COMPACTED SOIL <br />EQ.. EQ. SEE SCHEDULE <br />R EN <br />VIRGIN OR ENGINEERED SOIL H Q <br />FOR %MD, BAR SIZE <br />O <br />SLAB HEIGHT LESS THAN 3'-6" PER PLAN <br />/� <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANnTV <br />EXTERIOR MONO DEEP <br />SCALE: 3/4"=1'-0" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />7 <br />W/ BLOCK WALL <br />SCALE'3/4"=1'd' <br />SCALE:3/4"=l'-d' (W/ UPLIFT) <br />1A .FOOTING <br />SCALE: <br />LAP TOP PLATE A MIN, OF 49' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />NAILS, 2-ROWS, 4" O/C BTM. <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />WALL W! SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />BTM. PLATE TO BE PT. <br />4- <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />PLATE TO BE SECURE ST. PLATE TO <br />$ a <br />SLAB W/lOd MASONRY <br />6TM. PT. <br />PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL <br />NAIL 12" O/C STAGGERED. <br />ADDITIONAL <br />12" O/C STAGGERED. <br />$ j <br />METAL <br />rr <br />ADDITIONAL METAL <br />�' <br />CONNECTORS NOT <br />CONNECTORS <br />8"CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT, <br />� <br />POURED LINTEL CONT. (TYP.) <br />B" CMU FILLED CELL (TYP.) <br />+0'' <br />� - TOP OF SLAB <br />EE SLAB SCHEDULE <br />I• <br />2X WALL FRAMING <br />i` 0'1Y <br />Is <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />TOP OF SLAB - <br />+ O-0 <br />A <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB c^ <br />'ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />��. • <br />CENTE ER WALL AND <br />16"O.C. VERTICALLY MAX <br />° <br />D MONO <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />e <br />.S ° <br />to <br />BEE SCHEDULE <br />SEESCHEDULE <br />FOR WxD, BAR SIZE <br />EQ. EQ. LE <br />OR WxD, BAR SIZE <br />AND BARQUANTITYSIZETITY <br />. AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO 3 <br />8INTERIOR CURB FOUNDATION WOOD WALL <br />F� INTERIOR FOUNDATION WOOD WALL <br />SCALE: 3/4"=1'd' <br />(NO UPLIFT) <br />,� FOOTING AND COL. PAD <br />1V SCALE:34"=1'-d' <br />�� BLOCK WALL CONNECTION <br />11 <br />(NO UPLIFT) <br />Ii N. RONALD REAGAN BI <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />IS <br />r�r <br />!III <br />it <br />SUDDIV. & LOT <br />ABBOTT PARK <br />LOT #18 <br />BLK #11 <br />PROJECT# <br />04181.000-18111 <br />MODEL: <br />4EBB <br />"1828-CALYI <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 H E <br />rpRarrDATE: 09/21'/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />