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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED— <br />STEEL REINFORCING IN GROUTED <br />-If( <br />0. <br />CELL SEE PLAN FOR SIZE AND••� <br />•• > <br />_ <br />Q 0. <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />O <br />¢ <br />SPACING REQUIREMENTS <br />11. <br />lq. 'r� '.._ <br />GARAGE DOOR <br />/�iC <br />Q <br />U <br />W <br />... <br />I, I •s <br />RECESS <br />Opp]jj <br />U <br />7 <br />K <br />a <br />o <br />• FM <br />g <br />K rn Z <br />8"CMU WALL <br />cr y <br />O <br />6' CMU WALL <br />° CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />to W <br />W= <br />B' <br />O �O <br />7+ <br />Z <br />;el �� IN FOUNDATION WITH 30" LEG EACH <br />Iy <br />y <br />+_0,-0„ <br />t3 <br />+- 0'-0" <br />- ? •I.R J WAY AT ALL CHANGES IN DIRECTIONS <br />N <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 • �I. <br />CURB FOR <br />SEE SLAB SCHEDULE'-. <br />BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB 4" CHAMFER (1-STORY) 'EXT. <br />•VAND <br />PORCH SLAB <br />-VARIES <br />SEESLAB SCHEDULE TOP OF GARAGE <br />I 4"CHAMFER <br />g <br />_LL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />�pa <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/1/2" ISOLATION6'CHAMFER(2STORY) <br />JOINT (WHERE <br />#q 24�� <br />W! 1fY'ISOLATION <br />(1STORY) <br />1 . ° ` 6" CHAMFER (2-STORY) <br />0'-0" <br />APPLICABLE) ZEE <br />SCHEDULE <br />"APPLICABLE) <br />JOINT(WHERE"`"'TT-----" <br />Z <br />EE SCHEDULE <br />4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WxD, BAR SIZE <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS lie. 2 TO 3, PROVIDE 2 BARS), UNO <br />47, <br />EXTERIOR MONO —FOOTING <br />EXTERIOR MONO —FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />n <br />2 <br />SCALE:34"=1'0 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />1 <br />SCALE:3l4"=1'-T <br />@ GARAGE <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />Z <br />(1) N5 REBAR VERTICALLY W! CONC. <br />i U <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 46' <br />a <br />S <br />8"CMU <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFYHT <br />RWALL <br />10 <br />LAP TO OCCUR OVER STUD <br />PLAN <br />a <br />#4 REBAR 024" O.C. @ CENTER OF <br />a g <br />SLAB <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />? a <br />WALL W/ SYP <br />(�7 <br />`r <br />> <br />L o <br />7' CAPPED <br />D <br />GALVANIZED PIPE <br />I <br />No 2 STUDS SEE PLANS FOR <br />M. <br />SPACING. SINGLE BTM. PLATE <br />G <br />SECURE ST. PLATE TO SLAB W/ <br />O <br />rS <br />I 1 <br />j NEW REINF. BAR <br />lrZW' WEDGE ANCHOR W/2" <br />E BASE <br />W/FLANGE AN <br />O 0- SECURED W/ 2- PART <br />a 3 <br />SLOACI PROVIDE TOP <br />WASHER SET IN HIGH STRENGTH <br />I EPDXY. MIN, EMBED <br />EPDXY 5-12" EMBED. MIN, 016' OC <br />- <br />b <br />Q &% UNO <br />SIMPSON SPH4 OR SPH6 <br />MAX. <br />. - 4• <br />M <br />a FOLLOW ALL MANF, <br />BTM AND TOP PLATE <br />4" CONC., REINF. W/ <br />SECURE FLANGE <br />U) SPECIFICATIONS FOR <br />I USE AND <br />ANCHORS W/ 10d x 1 10 <br />M <br />2 <br />6'7B" #10 WWM ON <br />6-MIL POLY ETHYLENE <br />SLAB W/(4)1/4" X 21/4" <br />21 <br />= <br />F PREPARATION OF <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE tOtl W <br />V) <br />VAPOR BARRIER ON <br />TAPCONS <br />O HOLE. <br />Z K <br />x 3" <br />SLAB SCHEDULE <br />Wa <br />_ <br />° WELL -COMPACTED <br />I I a, <br />Q <br />j CLEAN FILL TERMITE <br />b O¢O <br />+-0'-0" <br />[SEE <br />X <br />1 TREATMENT SHALL BE <br />BORA-CARE— <br />�Q <br />TOP OF SLAB <br />- <br />I! (2) CONT. #4 REBAR <br />4'CHAMFER 1STORY <br />( ) <br />4 <br />F <br />6"CHAMFER(2-STORY) <br />` (2) #5 REBAR ON CHAIRS <br />EQ. EQ. <br />SEE SCHEDULE <br />1Z' MIN. DEPTH INTO <br />VIRGIN OR ENGINEERED SOIL <br />SLAB HEIGHT LESS THAN T-e" <br />_Z it 2,000 PSF VIRGIN SOIL OR 95% <br />W COMPACTED SOIL <br />> <br />QUO PER PLAN <br />5 <br />BOLLARD <br />scALE: 3l4'•=1'-a' <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />MONOLITHIC FOUNDATION <br />% scALE:3/4"=1'-a' <br />UPLIFT) <br />6 <br />FOOTING W/ BLOCK WALL <br />SCALE: 3l4"=1'-0" <br />(W/ <br />1.A <br />SCALE:1'-(Y' <br />LAP TOP PLATE A MIN, OF 48" <br />AND NAIL W/ 1Etl COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />Q a <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/tOtl MASONRY NAIL <br />PROVIDE DBL. TOP PLATE <br />16' O/C STAGGERED. <br />o¢c <br />m U <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />a <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />0 q1 <br />8" CMU WALL <br />+` 0'-0" <br />POURED LINTEL CONT. (TYP.) <br />�' 8"CMU FILLED CELL (NP.) <br />�'0'' <br />• <br />�-+—«- TOP OF St <br />- �� � <br />SEE SLAB SCHEDULE <br />1°�r- , <br />2X WALL FRAMING <br />_0 <br />( SEE SLAB SCHEDULE <br />12" DIA. SIMPSON STB2 BOLTS 5" <br />TOP OF SLABa• <br />Z <br />.0 <br />MINIMUM EMBEDMENT INTO <br />g <br />- <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />4.CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />y <br />3 SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO— <br />INTERIOR FRAME BRIG WALL TO <br />9 <br />scALE:34"=1'0" <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />10 <br />SCALE: 3/4"=l'-0" <br />SCALE: 3/4"=V-0' <br />IS N. RONALD REAGAN BU <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />wwwAbdesigngroup.eom <br />AA #: 0003326 <br />h <br />S <br />A <br />c <br />TM <br />Ae I.OT: <br />MO TT <br />PARK <br />LOT# 25 <br />BLK 11 <br />PROJECT# <br />04181.000-25111 <br />MODELe <br />"AISLE" <br />2007 <br />GARAGE 8MING: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH <br />