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MIN. EACH WAY <br />L <br />MONOLITHIC FOOTING <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 />S a SPACING REQUIREMENTS <br />g SPACING REQUIREMENTS <br />!1• ,r,:_ <br />GARAGE DOOR <br />• <br />RECESS <br />•, <br />21 <br />m IT' CMU WALL <br />b <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />f <br />b 1i <br />. _sI <br />IN FOUNDATION WITH 30" LEG EACH <br />w <br />*- p,p• <br />TOP OF SLAB <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ... I SO THAT THE STEEL REINF. IS CONTINUOUS <br />\--IIRII <br />• <br />MATCH AMOUNT OF CONTINUOUS BARS <br />• <br />•L�' <br />FOR <br />• SEE SLAB SCHEDULE~ <br />BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB 4" CHAMFER (1STORY) <br />W/ 1/T ISOLATION ',. <br />VARIES <br />• SCHEDULE TOP OF GARAGE <br />SEE SLAB SCHE <br />EXT. PORCH SLAB7AND <br />I� <br />LL CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />gyp. AT ELEV. <br />CHAMFER (2-STORY) <br />(WHERE � �. ` #q2q1ISOIONHAMFER <br />HAMFER 1STORY6" <br />( )JOINT <br />(2STORY)APPLICABLE) <br />i E 30' <br />JOINT (WHERE <br />APPLICABLE) SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />F <br />ZAR <br />m,BARSIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />QUANTITY <br />tr <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />scALE:3a"=1'0 <br />2 BCALE:3/4"=1'-a' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />3 <br />4 <br />SCALE: 3/4"=1'-0" <br />(1)#5 REBAR VERTICALLY W/CONC. <br />w POURED CELL <br />n 8" CMU <br />14 REBAR @24" O.C. C CENTER OF <br />LAP TOP PLATE A MIN. OF 48" <br />SLAB <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4'• O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />'o x <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />NEW REINF. BAR <br />WALL W/SYP <br />No 2 STUDS SEE PLANS FOR <br />° m SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE SECURE BT, PLATE TO SLAB W/ <br />• .' 4• <br />7'CAPPED°� <br />EPDXY. MIN. EMBED <br />( <br />TO BE PT. PROVIDE DEL. TOP V7k9" WEDGE ANCHOR W/7' <br />4 4" CONC., REINF. W/ <br />N I <br />GALVANIZED PIPE <br />tt 8", UNO <br />PLATE WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2" EMBED. MIN. 1S' OC <br />M p 6'k6" #10 WWM ON <br />W/FLANGE @BABE <br />d FOLLOW ALL MANE. <br />g SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX. <br />6-MIL POLY ETHYLENE <br />Z USE AND <br />I <br />BTM AND TOP PLATE <br />h VAPOR BARRIER ON <br />1'1T <br />§ <br />PREPARATION OF <br />ANCHORS WJ 10tl x 1 12" <br />WELL -COMPACTED <br />CLEAN FILL TERMITE <br />4" C HOLE. <br />COMMON NAILS FILL ALL <br />{{{ TREATMENT SHALL BE <br />SECURE FLANGE TO <br />m <br />HOLES, DO NOT USE 10tl w <br />x 3' - <br />SLAB SCHEDULE <br />• { -< q u BORA-CARE <br />(2) CONT. 04 REBAR <br />SLAB W/(4) 1/4" X 21/4" <br />TAPCONS <br />�4 <br />TOP <br />[SEE <br />•' <br />OF SLAB <br />1 - <br />h2)#5 <br />4" CHAMFER (I -STORY)' <br />.�l REBAR ON CHAIRS <br />h <br />6" CHAMFER (2-STORY) <br />12" MIN. DEPTH INTO m 2 000 PST VIRGIN SOIL OR 95% <br />• <br />VIRGIN OR ENGINEERED SOIL COMPACTED SOIL <br />4,• <br />SLAB HEIGHT LESS THAN T-6" M pEp pLAq <br />EQ. EQ. SEE SCHEDULE <br />EXTERIOR MONO DEEP <br />ADDING BAR TO <br />FOR BARMRSRE <br />AND BAR QUANifiV <br />FOOTING W/ BLOCK WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />4 A <br />SCALE: 3/4"=l'-0" (W/ UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ i6d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48" <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL WJ BY P No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />2x4 OR 2,6 WOOD BEARING PROVIDE BLOCKING <br />i <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />s <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB RE MASONRY <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE ST. PLATE TO <br />e <br />11 <br />PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL <br />NAIL 17' O/C STAGGERED. <br />17' O!C STAGGERED <br />g <br />ADDITIONAL METAL. <br />A <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />CONNECTORS NOT <br />8" CMU WALL <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />LINTEL CONT. (TYR) <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />? <br />+_ 0'-(Y' <br />8•'CMU FILLED CELL (TYP.) <br />SEE SLAB SCHEDULE <br />b <br />TOP OF S <br />IFOURED <br />2X WALL FRAMING <br />*-0'-0"SEE <br />SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />1/TDIA. SIMPSON ST82 BOLTS 5" <br />SLAB <br />i <br />,. <br />MINIMUM EMBEDMENT INTO <br />�— <br />TOP OF SLAB . e• <br />"ISOLATED" COLUMN PAD <br />CENTERED UNDER WALL AND <br />GROUTED CELL, 4" FROM ENDS AND <br />16'•.0 O. VERTICALLY MAX <br />4 <br />'e *.. • <br />- - POURED MONOLITHICALLY WITH <br />_ <br />- '�- FOUNDATION AND SLAB <br />. <br />• <br />4 <br />AO <br />SEESCHEDULE <br />SEE SCHEDULE <br />FOR W%D, BAR SIZE <br />EQ. EQ. <br />FOR V*D, BAR SIZE <br />AND BAR QUANTITY <br />SEE SCHEDULE <br />FOR YAD, BAR SIZE <br />AND BAR QUANTITY <br />li <br />T <br />AND BARQUANTRV <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />�Q�INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />3/4"=T-9' (NO UPLIFT) <br />��FOOTING <br />I <br />AND COL. PAD <br />V SCALE: 3/4"=1'-0" <br />r41 BLOCK WALL CONNECTION <br />1 1 SCALE: 3/4•'=1'-0' <br />SCALE: 3/4"=l'-0" (NO UPLIFT) <br />Il N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 _ <br />a <br />C <br />_ <br />- <br />ABBOTT PARK <br />LOT #14 BLK #12 <br />PHASE: 4C <br />PROJECT <br />04181.04C-14121 <br />MODZU <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DAM 2/04/22 <br />acAi.E:1/4"=1'-0" <br />E*XM= <br />S1.1A <br />