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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />t <br />STEEL REINFORCING IN GROUTED <br />? <br />STEEL REINFORCING IN GROUTED <br />. — - <br />CELL SEE PLAN FOR SIZE AND <br />d <br />CELL SEE PLAN FOR SIZE AND <br />° <br />� i <br />d ^ <br />S <br />SPACING REQUIREMENTS <br />S <br />SPACING REQUIREMENTS <br />v>° <br />•r am : Y_ <br />GARAGE DOOR <br />� <br />I ° <br />RECESS <br />�¢ <br /><�°o. <br />? <br />FM <br />6 <br />8"CMU WALL <br />,§, <br />W CMU WALL <br />.° I > CORNER BARS, SAME SIZE AS LARGER BAR <br />w <br />IN FOUNDATION WITH 30" LEG EACH <br />m <br />' a -a' <br />WAY AT ALL CHANGES IN DIRECTIONS <br />9" <br />TOP OF SLAB <br />TOP OF SLAB <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />I MATCH AMOUNT OF CONTINUOUS BARS <br />°I • <br />CURB FOR <br />• <br />EXT. PORCH SLAB <br />gAND <br />SEE SLAB SCHEDULE• <br />BAR SIZE 48 BAR DIA. <br />CHAMFER (1STORY) <br />#3 18" <br />- <br />EXL PORCH SLAB <br />- VARIES <br />SEE SLAB SCHEDULETOP OF GARAGE <br />4"CHAMFER(1STORY)a-pCHAMFER <br />I.I� Ig <br />al <br />v CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />/:p. AT ELEV: <br />W/ISOLATION <br />(2-STORY)JOINT(WHERE #4 24" <br />W/1/TISOLATION <br />6•CHAMFER(2-STORY) <br />.eAPPLICABLE)EE <br />SCHEDULE 30" <br />NMD, BAR SIZE <br />JOINT(WHERE Tea#5 <br />APPLICABLE) 4. <br />SEE SCHEDULEWHEN <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />BAR QUANTITY #6 36„ <br />FOR WxO, BAR SIZE <br />AND BAR QUANTIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />#7 47' <br />' <br />NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE 3l4"=1'-a' <br />r� <br />2 @GARAGE SCALE:3/4"=1'-0 <br />�3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />z <br />J <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />c <br />8"CMU <br />NAIL W/ i6d COMMON <br />VERIFY <br />¢ "HT <br />NAILS, 2-ROWS, ROWS,, 4" O/C STM. <br />LAP TO OCCUR OVER STUD OF WALL WGPLAN <br />°d <br />04 REBAR 024" O.C. 0 CENTER OF <br />SLAB <br />BEARING PROVIDE BLOCKING <br />z z¢ <br />WA FOOD <br />L W S <br />B' <br />' <br />5' <br />u I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />QQ <br />NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1/7k9•' WEDGE ANCHOR W/ 2" <br />SECURED W/ 2- PART <br />TO BE PT. PROVIDE DEL. TOP <br />PLATE WASHER SET IN HIGH STRENGTH <br />EPDXY. MIN. EMBED <br />EPDXY 5-1/7' EMBED. MIN. 016.00 <br />7CAPPED <br />w UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />•-. 4• <br />4" C <br />I� •, § 4" CONC., REINF. W/ <br />GALVANIZED PIPE <br />W/FL.ANGE 0 BASE <br />FOLLOW ALL MANF, <br />SPECIFICATIONS FOR <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d x 1 1/7' <br />_!� <br />M <br />. <br />.8 - #10WWM ON <br />USE AND <br />I PREPARATION OF <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE tOtl h <br />a <br />6-MIL POLY ETHYLENE <br />VAPOR BARRIER ON <br />G <br />4, 4, <br />HOLE. <br />— <br />x 3" SEE SLAB SCHEDULE <br />WELL -COMPACTED <br />• IJ <br />i <br />CLEAN FILL TERMITE <br />SECURE FLANGE TO <br />+- a-0" <br />TREATMENT SHALL BE <br />SLAB W/(4)1/4" X 21/4" <br />m, O <br />TOP OF SLAB _ •, <br />SBORA-CARE <br />TAPCONS <br />� <br />• <br />• I a4 <br />(2) CONT. #4 REBAR <br />4"CHAMFER (1STORY) <br />• 4"AN..AR...TY <br />r <br />6' CHAMFER (2STORY) <br />(2) #5 REBAR ON CHAIRS <br />17'MIN. DEPTH INTO ¢ <br />2,000 PSF VIRGIN SOIL OR 95% <br />COMPACTED SOIL <br />EQ.LE <br />SIZE <br />VIRGIN OR ENGINEERED SOIL p <br />mU, <br />SLAB HEIGHT LESS THAN 3'-6'• <br />PER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR MONO DEEP <br />MONOLITHIC FOUNDATION <br />7 SCALE:34"=1'-0" <br />BOLLARD <br />6 <br />(W/UPLIFT) <br />FOOTING W/ BLOCK WALL <br />C <br />5 <br />SQALE:3/4"=,'-D•• <br />1 A <br />SCALE: 3/4"=1'-0" <br />SCALE: 3l4"=1'-0" <br />LAP TOP PLATE A MIN, OF 46' ----� <br />AND NAIL W/ COMMON <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48" <br />NAILS, 2-ROWS, 4'O/C BTM. <br />OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />LAP TO OCCUR OVER STUD <br />NAILS, 2-ROWS, 4" O/C BTM. <br />LAP TO OCCUR OVER STUD <br />VERIFY HEIGHT <br />OF WALL W/ PLAN <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />SPACING R QUIREMEN SANO <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />z <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />PLANS FOR SPACING, SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB Wl Od MASONRY <br />PROVIDE DBL. TOP PLATE <br />SLAS W/10tl MASONRY NAIL <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />16" 0/C STAGGERED, <br />ADDITIONAL META <br />a <br />CONNECTORS NOT <br />CONNECTORS NOT <br />O <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />§ 6' CMU WALL <br />LINTEL CONT. (TYP.) <br />a SEE SLAB SCHEDULE <br />z w a- ' <br />6' CMU FILLED CELL (TYPT <br />• _ <br />6 TOP OF SLAB <br />> <br />SEE SLAB SCHEDULE <br />+- 0' a' <br />I• <br />IPOURED <br />2X WALL FRAMING <br />TOP OF SLAB <br />0'- <br />. • SEE SLAB SCHEDULE <br />1/2" DIA SIMPSON STB2 BOLTS 5" <br />TOP OF SI.P.B'4 <br />• <br />• <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16'O.C. VERTICALV MAX <br />POURED MONOLITHICALLY WITH <br />74tTITY <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />ORVWDSAR BAR SIZE <br />FOR NMD, BAR SIZE <br />LE <br />AND BARQUANTITY <br />/ AND BAR QUANTITY <br />SIZETY <br />1 `v <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />$ <br />9 SCALE: 34"='� (NO UPLIFT) <br />10)FOOTING AND COL. PAD <br />11 BLOCK WALL CONNECTION <br />scALE:3/4"=ra' (NO UPLIFT) <br />.3a-1 a <br />Il N. RONALD REAGAN BI <br />LONGWOOD,FL32760 <br />PH: 407.774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.co <br />AA #: 0003325 <br />lgm <br />Y <br />g <br />SVSDIV. iB TAT <br />ABBOTT PARK <br />LOT# 14 <br />BLK. 11 <br />PROJECT* <br />04181.000-14111 <br />MODEI4 <br />3EAB <br />"1504- ALLEX" <br />GARAGE 81IING: <br />RIGHT <br />PAGE: <br />DETAILS <br />16VVPH A C <br />