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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />• y <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />i STEEL REINFORCING IN GROUTED <br />s CELL SEE PLAN FOR SIZE AND•�p.: <br />�• p • ' <br />• � ` ' <br />- SPACING REQUIREMENTS <br />_ <br />o � SPACING REQUIREMENTS <br />y <br />°—. <br />•, <br />% .�._L ,per •• <br />'. • � �� <br />GARAGE DOOR <br />RECESS <br />-`-FM- <br />g� <br />g w b 6"CMU WALL <br />S" CMU WALL <br />I• . CORNER BARS, SAME SIZE AS LARGER BAR <br />IN FOUNDATION WITH 30" LEG EACH <br />�' <br />B' / <br />E <br />i <br />I. a- 0'-0" <br />- '0 • WAY AT ALL CHANGES IN DIRECTIONS <br />y <br />a_ 0• <br />TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />c> <br />TOP OF SLAB <br />•' MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />• " SEE SLAB SCHEDULE <br />ED E <br />a' BAR SIZE 48 BAR DIA <br />EXT. PORCH SLAB 4" CHAMFER (I -STORY) <br />' #3 18" <br />.: " •.. V <br />' <br />_ SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB <br />. I� <br />•"vi CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />T:d. AT ELEV: <br />W/1r, ISOLATION :. 6" CHAMFER (2-STORY) <br />4" CHAMFER(1STORV <br />W/ Il <br />0'-0" <br />JOINT WHERE 24,• <br />( <br />APPLICABLE) i SEE SCHEDULE #5 31; <br />12' ISOLATION 6" CHAMFER (2-STORY) <br />JOINT(WHERE •may <br />APPLICABLE SEE SCHEDULE <br />) <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />4 FOR Mo. BAR SIZE <br />N AND BAR QUANTITY #6 <br />FOR NOD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />!r <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />#7 47' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCALE: 3/4'�1'-0" <br />2 6CALE: 3la"=1'-(Y' <br />GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 SCALE' 3!4"=1'-0" <br />4 SCALE: 3/4'=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />a POURED CELL <br />LAP TOP PLATE A MIN OF 49' <br />o' 8" CMU <br />AND NAIL W/ COMMON <br />VERIFY HEIGHT <br />REBAR �24" O.C. CENTER OF <br />S, <br />NAILS,#4 <br />LAP TO OCCUR OVER 5 LID M. <br />OF WALL W/PLAN <br />SLAB <br />ORN2X66YWOOD BEARING PROVIDE BLOCKING <br />3 s f 65 <br />a <br />'CAPPED <br />I <br />WA <br />Y: I I I <br />NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB WI <br />GALVANIZED PIPE <br />y SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />12'x8" WEDGE ANCHOR W/ 2' <br />WJFLANGE ® BASE <br />a I EPDXY. MIN, EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />8!', UNO <br />PLATE <br />EPDXY S12' EMBED. MIN, 16' OC <br />FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />4 <br />h • CONC., REINF. V•# <br />to <br />SPECIFICATIONS FOR <br />" � <br />BTM AND TOP PLATE <br />� 'x6" <br />USE AND <br />v I <br />ANCHORS W/ tOd 1117 <br />#10 VAA?A ON <br />= MIL POLY ETHYLENE <br />2 • <br />SECURE FLANGE 21 <br />SLAB W/(4) 1/4" X 21/4" <br />� <br />1 4 PREPARATION OF <br />HOLE. <br />z <br />COMMON NAILS FILL ALL <br />HOLES, <br />VAPOR BARRIER ON <br />•r WELL -COMPACTED <br />TAPCONS <br />DO NOT USE 10d w <br />x 3" SEE SLAB SCHEDULE <br />CLEAN FILL TERMITE <br />p } <br />TREATMENT SHALL BEQ0 <br />„ <br />4 S' BORA-CARE <br />1 , u, <br />- <br />a A <br />TOP OF SLAB <br />•'. <br />a�• <br />4 <br />(2) CONT. #4 REBAR <br />IV' CHAMFER (I -STORY) <br />•.' <br />•` <br />• ' f <br />6" CHAMFER (2STORY) <br />4.�.. <br />4 <br />(2) #5 REBAR ON CHAIRS <br />• ••, <br />12"MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 85%• <br />COMPACTEDSOIL <br />EQ. EQ. <br />VIRGIN OR ENGINEERED SOIL ? <br />SLAB HEIGHT LESS THAN Yr <br />SEE SCHEDULE <br />FAND OR R SIZE <br />PER PUN <br />5 BOLLARD <br />ADDING BAR TO <br />BAR Q�UANmE <br />EXTERIOR MONO DEEP <br />6DALE 3l4-''� <br />MONOLITHIC FOUNDATION <br />CURB FOUNDATION WOOD WALL <br />FOOTING W/ BLOCK WALL <br />6 <br />7INTERIOR <br />BDALE:3/4"=''-�' (W/UPLIFT) <br />1A <br />SCALE:3/4'=1'-0" <br />SCALE: 314"=1'4T' <br />LAP TOP PLATE A MIN. OF 48" ---may <br />AND NAIL Wl 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 46' <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />•M STEEL REINFORCING IN GROUTED <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />NAILS, 2-ROWS, 4" 0/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x6 V4000 BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />8 <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />PROVIDE DBL. TOP PLATE SLAB W0d MASONRY NAIL <br />NAIL 16" O!C STAGGERED. <br />ADDITIONAL METAL <br />18" O/C SSTAGGERED. <br /># <br />CONNECTORS NOT <br />ADDITIONAL METAL <br />REQUIRED WHEN NO <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />6" CMU WALL <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />1 <br />_ <br />POURED LINTEL CONT. (TVP.) <br />8" CMU FILLED CELL(TYP.) <br />' <br />6 I•' TOP OF SLAB <br />+—, <br />SEE SLAB SCHEDULE <br />4 <br />•+� <br />2X WALL FRAMING <br />1 <br />a- 0' <br />f <br />SEE SLAB SCHEDULE <br />[/�. <br />SEE SLAB SCHEDULE <br />12' DIA SIMPSON STB2 BOLTS 5" <br />TOP OF SLAB <br />i '�' <br />MINIMUM EMBEDMENT INTO <br />TOP OD-aF SLAB <br />g "ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />A •�—• 4 <br />4 • . CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />• <br />POURED MONOLITH CALLA WITH <br />4•:# <br />• FOUNDATION AND SLAB <br />- • O • <br />:'6UANTrtY <br />Z SEE SCHEDULE <br />SEESCHEOVLE <br />• <br />/ FOR W.0, BAR SIZE <br />EQ. EQ. E <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />IZE <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />8 BDALE:34"=''� <br />9 SCALE: 3/4' T-a' <br />10 SCALE: 3/4"=1'� <br />11 <br />(NO UPLIFT) <br />(NO UPLIFT) <br />SCALE:34"=1'-0 <br />Il N. RONALD REAGAN EH <br />LONGWOOD, FL 32780 <br />PH:407-774-6078 <br />FAX: 407-7744078 <br />www.e bdeBigngroup.eom <br />AA #: 0003325 <br />o <br />ABBOTT PARK <br />LOT #26 <br />BLK #9 <br />PROJECT <br />04181.00 -26091 <br />MOORU <br />4EAB <br />"1672-ARIA" <br />GAPUtGE 81WMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 H E C <br />