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MIN. EACH WAY <br />THIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />i <br />STEEL REINFORCING IN GROUTEDCELL <br />tFM <br />SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />CELL SEE PLAN FOR SIZE ANDSPACING <br />SPACING REQUIREMENTSGARAGE <br />DOOR <br />RECESS <br />•.. <br />8" CMU WALL <br />8" CMU WALL <br />,v� <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />e' <br />IN FOUNDATION WITH 3d' LEG EACH <br />y h <br />,- 0-d <br />+ 0'-0" <br />9 WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />- <br />OSB <br />MATCH AMOUNT OF CONTINUOUS BARSCURB <br />FOR <br />EXT. PORCH SLAB <br />ISOLATION <br />VI <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 eAR DIA,SEE <br />CHAMFER (1STORY) <br />#3 18' <br />[MASONRY <br />EXT. PORCH SLAB <br />SLAB SCHEDULETOP OF GARAGE <br />4" CHAMFER <br />. LL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />�b, AT ELEW/1/2" <br />JOINT (WHERE <br />CHAMFER (2STORY) <br />#4 24•• <br />12" ISOLATION ' <br />(1-STORY)0'-d' <br />6" CHAMFER (2-STORY)APPLICABLE) <br />iEE <br />SCHEDULE 30" <br />IERE #�#5 <br />LE .SEE <br />)z <br />scHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />R BAR SIZE <br />#G 36, <br />FOR MD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR QUANTITY <br />BAR <br />N <br />AND BAR QUANTITY <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 />2 <br />GARAGE scALE'3/4"=1'-a' <br />3 <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=1'-d' <br />SCALE: 3/4"=1'-d' <br />(1) #5 REBAR VERTICALLY W/ CONIC. <br />m <br />g <br />Oy <br />POURED CELL <br />8" CMU <br />S 5 <br />#4 REBAR 024" O.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 />i <br />z <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />b� <br />I <br />NEW REINF. BAR <br />o SECURED W/ 2- PART <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/SYP <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT, PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE <br />12'k9" WEDGE ANCHOR W/ 2' <br />— <br />_ <br />h <br />•. °• <br />..I• 4 4" CONC., REINF. W/ <br />2' CAPPED <br />GALVANIZED PIPE <br />EPDXY. MIN. EMBED <br />( <br />dd 8", LIND <br />TO BE PT. PROVIDE DEL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PLATE <br />EPDXY 5-12" EMBED. MIN. ®16" OC <br />19 <br />l I 6"x6" #10 WWM ON <br />W/FLANGE C BASE <br />a a FOLLOW ALL MANF. <br />m SPECIFICATIONS FOR <br />MAX. <br />" <br />I, 6-MIL POLY ETHYLENE <br />USE AND <br />I <br />BTM AND TOP PLATE <br />w <br />VAPOR BARRIER ON <br />1'4 <br />I <br />PREPARATION OF <br />ANCHORS W/ 10d x 1 12" <br />• <br />I <br />1 WELL -COMPACTED <br />• CLEAN FILL TERMITE <br />4" y HOLE. <br />COMMON NAILS FILL ALL m <br />HOLES, DO NOT USE tOd <br />TREATMENT SHALL BE <br />SECURE FLANGE TO <br />- <br />x 3" SEE SLAB SCHEDULE <br />BORA-CARE <br />(2) CONT. if4 REBAR <br />SLAB W/(4) 1/4" X 21/4" <br />TAPCONS <br />°4 O} <br />� <br />t 0-0 <br />TOP <br />OF SLAB <br />• <br />t(2) <br />. • . J ° <br />- <br />° <br />4" CHAMFER (1-STORY) <br />- <br />#5 REBAR ON CHAIRS <br />6" CHAMFER (2-STORY) <br />12' MIN. DEPTH INTO <br />2,000 PSF VIRGIN SOIL OR 95% <br />° ' #.• <br />VIRGIN OR ENGINEERED SOIL <br />COMPACTED SOIL.# <br />SLAB HEIGHT LESS THAN 3'1" <br />pER PLAN <br />EQ. EQ. SEE SCHEDULE <br />EXTERIOR MONO DEEP <br />ADDING BAR TO <br />R SIZE <br />AND MBAR FOR BAUAIJTDYNT1 <br />R Q <br />FOOTING W/BLOCK WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />r_, INTERIOR CURB FOUNDATION WOOD WALL <br />A <br />I~ <br />`� <br />0 <br />� BQALE:314"=,'-°" (W/ UPLIFT) <br />SCALE:3l4"=1'-d' <br />SCALE:3/4"=1'-0" <br />SCALE:3/4"=t'-d' <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 TOP PLATE A MIN. OF 48" <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />AND NAIL W/ t6d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT, <br />WALL W/ SYP No 2 STUDS SEE <br />6 <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />d u <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />NAIL 12' O/C STAGGERED. <br />12' O/C STAGGERED. <br />i6 <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />g <br />CONNECTORS NOT <br />CONNECTORS NOT <br />8" CMU WALL <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />POURED LINTEL CONT. (TYP.) <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />8' CMU FILLED CELL (TYP.) <br />rc SEE SLAB SCHEDULE <br />G —"� TOP OF SLAB <br />•' <br />2X WALL FRAMING <br />. 0'-0" <br />SEE SLAB SCHEDULE <br />.I <br />SEE SLAB SCHEDULE <br />12" DIA. SIMPSON STB2 BOLTS 5' <br />TOP OF SLAB <br />i <br />®, <br />MINIMUM EMBEDMENT INTO <br />a <br />0' <br />• <br />E <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />�° <br />70P OF SLAB <br />.° <br />b <br />° CENTERED UNDER WALL AND <br />16"O.C. VERTICALLY MAX <br />•� ° <br />• <br />POURED MONOLITHICALLY WITH <br />°�.� .a. <br />-- FOUNDATION AND SLAB <br />''� • <br />•�++. <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR MD, BAR SIZE <br />EQ, EO...Ie SEESCHEDULE <br />FOR WYD, BAR SIZE <br />AND BAR QUAN UY <br />AND BAR QUANTITY <br />FOR-11 BAR SIZE <br />n <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />u INTERIOR CURB <br />FOUNDATION WOOD WALL <br />EINTERIOR FOUNDATION WOOD WALL <br />(NO UPLIFT) <br />Cj��OOT�INGAN�DCOL. <br />PADsCALE:3/4"=1'-d' <br />SCALE:34"=1'-0" <br />1 1 SCALE:3/4"=1'-d' <br />1 N. RONALD REAGAN BLED. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />M/ww.a bdeaigngroup.com <br />AA #: 0003326 <br />W <br />`0 <br />7[ <br />wwa <br />F <br />4 <br />- <br />lk <br />aveaiv eLOT: <br />ABBOTT PARK <br />LOT #16 BLK, #12 <br />PHASE: 4C <br />P1tOJECT�► <br />04181.04C-16121 <br />U0aEL: <br />4EBB <br />"1828-CALI" <br />GARAGE SwixG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />Rim" <br />2/04/22 <br />SCALE: 1/4"=1'-0" <br />SKEET <br />S1.1A- <br />