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30' <br />MIN. EACH WAY <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 />v •- <br />•'. <br />oa SPACING REQUIREMENTS <br />o SPACING REQUIREMENTS <br />t <br />�' ",•� • v� <br />•.. <br />GARAGE DOOR <br />m <br />N <br />�P•— ' <br />RECESS <br />a <br />om <br />FMB <br />•� <br />�o <br />D m B"CMU WALL <br />m B" CMU WALL <br />I • , CORNER BARS, SAME SIZE AS LARGER BAR <br />a' <br />'° E <br />i <br />I IN FOUNDATION WITH 30" LEG EACH <br />-0" <br />• • WAY AT ALL CHANGES IN DIRECTIONS <br />w <br />TOP OF SLAB <br />TOP OF SLAB <br />I ,,. SO THAT THE STEEL REINF. IS CONTINUOUS <br />,.. Y' ..•' <br />I MATCH AMOUNT OF CONTINUOUS BARS <br />•I• <br />CURBFOR <br />• <br />SEE SLAB SCHEDULE <br />EXT. PORCH SLAB a BAR SIZE 48 BAR DIA. <br />A 4" CHAMFER (1STORY) <br />' <br />• . • SEE SLAB SCHEDULE TOP OF GARAGE <br />_ <br />I� <br />'"w. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASNRY <br />UNITS SET <br />p, AT ELEV: <br />#3 18" <br />W/ 12" ISOLATION,. 6" CHAMFER (2STORY) <br />EXT. PORCH SLAB 4"CHAMFER (iSTORY) <br />II <br />p.{y <br />JOINT (WHERE # #4 24" <br />W/ 12" ISOLATION � <br />�.1��7 5"CHAMFER (2STORY) <br />..' <br />APPLICABLE) sEE scHEDULE <br />_ #S 3D" <br />JOINT (WHERE ;' �! <br />APPLICABLE) � A SEESCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR MD, BAR SIZE <br />AND BAR QUANTITY #6 38" <br />FOR MD, MR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCALE 3/4"=1'-0 <br />@ GARAGE SCALE:3/4"=V-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />4 SCALE: 3/4"=1'-0" <br />(1) #6 REBAR VERTICALLY W/ CONC. <br />w <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />o <br />B" CMU <br />AND NAIL W/ 16d COMMON <br />VERIFY <br />n <br />NAILS, 2-ROWS, 4" O/C BTM. HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />m g <br />#4 REBAR Q24" O.C. Qa CENTER OF <br />SLAB <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />Q <br />sw <br />Q <br />6' <br />I <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />Q <br />I <br />2" CAPPED <br />_ <br />w NEW REINF. BAR <br />Co. I SECURED W12-PART <br />EPDXY. MIN. EMBED <br />SPACING. SINGLE BTM. PLATE <br />1/2"xB" WEDGE ANCHOR W/Z' <br />TO BE PT. PROVIDE DBL. TOP <br />PLATE WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2" EMBED. MIN. (dU 16" OC <br />— <br />' <br />GALVANIZED PIPE <br />a ¢ B", UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />�..4• <br />• <br />W/FLANGE @ BASE <br />FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />4 4" CONC., REINF. W/ <br />Lr I <br />SPECIFICATIONS FOR <br />ANCHORS W/ 10dx 1 12' <br />6x6 ""#10 WWM ON <br />m USE AND <br />I <br />COMMON NAILS FILL ALL <br />11 6-MIL POLY ETHYLENE <br />4 <br />PREPARATION OF <br />HOLES, DO NOT USE 10d w <br />" VAPOR BARRIER ON <br />w ° 4 4 <br />HOLE. <br />x 3" — SEE SLAB SCHEDULE <br />�¢ • �I 1Q WELL -COMPACTED <br />SECURE FLANGE TO <br />� <br />CLEAN FILL TERMITE <br />SLAB W/(4)1/4"X21/4' <br />o } <br />+-0'-0" <br />TREATMENT SHALL BE <br />TAPCONS <br />b ?O <br />. <br />TOP OF SLAB : �. <br />BORA-CARE <br />.�� <br />•, . <br />' (2) CONT. #4 REBAR <br />4" CHAMFER (1-STORY) <br />4'�`� - <br />•` <br />f <br />6" CHAMFER (2-STORY) <br />'• �_ <br />' a (2) #5 REBAR ON CHAIRS <br />2,000 PSF VIRGIN SOIL OR 96% <br />EQ. EQ. SEESCHEDULE <br />12" MIN. DEPTH INTO W. COMPACTED SOIL <br />FOR wxo, BAR SIZE <br />AND BAR QUANTITY <br />VIRGIN OR ENGINEERED SOIL p <br />mD <br />SLAB HEIGHT LE SS THAN T-e" PER PWN <br />ADDING BAR TO <br />r_,_'�INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />SDALE:3/4"=,'-0 <br />G <br />5 <br />6 <br />(W/ UPLIFT) <br />FOOTING W/ BLOCK WALL <br />SCALE:3/4"=1'-0" <br />SCALE:3/4"=1'-0 <br />M <br />SCALE: 3/4"=1'4Y' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />LAP TOP PLATE TE A MIN. OF 48" <br />NAILS, 2-ROWS, 4" O/C BTM. <br />OF WALL W/ PLAN <br />AND NAIL W/COMMON <br />LAP TO OCCUR OVER STUD <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />CELL SEE PLAN FOR SIZE AND <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />SPACING REQUIREMENTS <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR Z16 WOOD BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />BTM. PLATE TO BE PT. <br />CI <br />PLANS FOR SPACING. SINGLE <br />E <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />BTM. PLATE TO PT. SECURE BT. PLATE TO <br />o a' <br />SLAB MASONRY <br />PROVIDE DBL. TOP PLATE SLAB W11 Dd MASONRY NAIL <br />6" O/ <br />NAIL 16" O/C STAGGERED. <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />CONNECTORS NOT <br />m <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />o <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />�, 8" CMU WALL <br />W <br />— +-D'-0" <br />LINTEL CONT. (TYP.) <br />SEE SLAB SCHEDULE <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />I• <br />WPOURED <br />2X WALL FRAMING <br />TOP OF SLAB .. .' <br />SEE SLAB SCHEDULE <br />12" DIA SIMPSON STB2 BOLTS 5" <br />..d • <br />TOP OF SLAB 4. <br />i �.' <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />.: POURED MONOLITHICALLY WITH <br />'d•' <br />• <br />— --- FOUNDATION AND SLAB <br />4 <br />_� <br />I SEESCHEDULE <br />FOR <br />QUANTITY <br />SEESCHEDULE <br />FOR AR SIZE <br />EQ. EQ. SEE SCHEDULE <br />AND BAR <br />R <br />AND MBAR QUANTRV <br />Q <br />FOR BAR SIZE <br />BAR <br />AND BAR QUANTITY <br />,T <br />INTERIOR <br />%INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />% CURB FOUNDATION WOOD WALL <br />g <br />6DALE: 3l4"=,•-0" ( <br />NO UPLIFT)BLOCK <br />FOOTING AND COL. PAD <br />WALL CONNECTION <br />SCALE: 3/4"=1'-0" <br />(NO UPLIFT) <br />1 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.a bdesigngroup.com <br />AA #: 0003325 <br />W <br />�$ <br />g <br />a <br />4 <br />g <br />a <br />a <br />C <br />tin <br />W <br />0 <br />[ i3xmDrv. & M74 <br />ABBOTT PARK <br />LOT# 32 <br />BLK. 7 <br />PROJECT* <br />04181.000-32071 <br />MODEL <br />3EAB <br />"1504-ALLEX'I <br />GARAGE S WING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH E . C <br />