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3(- <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />. ... <br />STEEL REINFORCING IN GROUTED <br />2 <br />^ <br />STEEL REINFORCING IN GROUTED <br />�,•�° <br />CELL SEE PLAN FOR SIZE AND <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />' <br />o d <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />:. <br />GARAGE DOOR <br />m W <br />m U W <br />11°s <br />�. <br />RECESS <br />wj <br />ea��� <br />FM <br />g� <br />y ¢ <br />w <br />B" <br />X 0) - z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />, . CORNER BARS, SAME SIZE AS LARGER BAR <br />w <br />O io — <br />Z <br />^ — <br />+- 0'-0' <br />TI' <br />IN FOUNDATION WITH 30" LEG EACH <br />= <br />+ p• 0" <br />TOP dim <br />- $ WAY AT ALL CHANGES #4 DIRECTIONS <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />w <br />TOP OF SLAB <br />r <br />���'•�- <br />- <br />IV <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />• f <br />EXT. PORCH SLAB < <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1STORY) <br />#3 18" <br />Yy <br />; <br />EXT. PORCH SLAB I <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" <br />ICI �' ILL <br />>. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />-' <br />MASONRY <br />UNITS SET <br />'-=p, AT ELEV: <br />W/ 12' ISOLATION ,. <br />JOINT (WHERE • • <br />6• CHAMFER (2-STORY) <br />#4 24" <br />W/ 12 ISOLATION I . e ' <br />"`--aaa---��� <br />CHAMFER ("TORY) <br />6" CHAMFER (2-STORY) <br />0'-0" <br />APPLICABLE) z - <br />SEE SCHEDULE <br />JOINT (WHERE -. • • <br />APPLICABLE) Z a <br />EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR BAR SIZE <br />#6 36" <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), LINO <br />#7 42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />2 @ GARAGE SCALE:34"=1'-0" <br />CORNER BARS DETAIL <br />4 ,1 DOOR OPENING <br />SCALE: 3/4"=1'-W <br />SCALE: 3/4"=V-9' <br />Z <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />U <br />POURED CELL <br />Q <br />8• CMU <br />LAP TOP PLATE A MIN. OF 46" <br />AND NAIL W/ 16d COMMON <br />Q a <br />#4 REBAR [Q24" O.C. @ CENTER OF <br />NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT <br />Wm S <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />04 <br />W <br />W <br />2.4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />ar"(j <br />Q, I <br />WALL W/ SYP <br />I r <br />2" CAPPED <br />j NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />PLATE TO SLAB WI <br />SECURE ST.WEDGE <br />GALVANIZED PIPE <br />O a SECURED W/ 2- PART <br />g <br />SPACING. SINGLE BTM. PLATE <br />12"x9" WEDGE ANCHOR W/ 2" <br />WIFLANGE @BASE <br />a EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />• <br />Q 8", UNO <br />— <br />PLATE <br />EPDXY 5-,2" EMBED. MIN. ® 16" OC <br />- <br />o <br />`� <br />Q O FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />MAX <br />m iv <br />4 CONC., REINF. W/ <br />I <br />E <br />I <br />BTM AND TOP PLATE <br />F- <br />1 6"x6" #10 WWM ON <br />SECURE FLANGE TO <br />S <br />F•- m PREPARATION OF <br />ANCHORS W/ 10d x 1 12' <br />W <br />6-MIL POLY ETHYLENE <br />- <br />SLAB W/(4)114" X 21/4" <br />HOLE. <br />COMMON NAILS FILL ALL <br />w <br />VAPOR BARRIER ON <br />�-0" <br />Z w <br />HOLES, DO NOT USE 10d w_ <br />WELL-COMPACTEDTAPCONS <br />J <br />x3" SEE SLAB SCHEDULE <br />CLEAN FILL TERMITE <br />111 TREATMENT SHALL BE <br />- <br />b p O <br />Q <br />Q <br />� <br />{{{ a <br />Q <br />+- P <br />5 u • . BORACARE <br />� <br />, Q <br />2' <br />TOP <br />OF SLAB .. ; <br />0 <br />—� <br />• <br />� (2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />• <br />f <br />6" CHAMFER (2-STORY) <br />a.� —_ <br />s <br />•I a (2) #5 REBAR ON CHAIRS <br />12" MIN. DEPTH INTO W <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ EQ. SEE SCEDULE <br />VIRGIN OR ENGINEERED SOIL <br />00 <br />COMPACTED SOIL <br />FOR WxDHBAR SIZE <br />SLAB HEIGHT LESS THAN 31b" '"' <br />PER PLAN <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR <br />MONO DEEP <br />BDALE:&4"=,'-6" <br />ITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />(Dm2N� <br />SCALE:34'=1'-0" (N// UPLIFT) <br />FOOTING W/ BLOCK WALL <br />SCALE: 34'=V-0" <br />1 A <br />SCALE: 3l4"=1'-0• <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/16d COMMON <br />LAP TOP PLATE A MIN. OF 48" <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4' O/C BTM. <br />VERIFY HEIGHT <br />AND NAIL W! 16d 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 WI PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL W! PLAN <br />SPACING REQUIREMENTS <br />Z_ <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />WALL W/ SYP No 2 STUDS SEE <br />_ <br />< a <br />PLANS FOR SPACING. SINGLE <br />PLANS FOR SPACING. SINGLE <br />O r <br />t <br />BTM. PLATE TO BE PT. <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />MASONRY NAIL <br />K <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d <br />CO U <br />SLAB W/10d MASONRY <br />16" O/C STAGGERED. <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />W' <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />O <br />8" CMU WALL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN T. <br />UPLIFT IS PRESENT. <br />- <br />M � <br />+ O,-0. <br />D LINTEL CONT. (TYP) <br />UPLIFT IS PRESENT. <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />W <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />'9 <br />WPOURE <br />2X WALL FRAMING <br />QK <br />Z <br />- SEE SLAB SCHEDULE <br />12" DIA. SIMPSON ST62 BOLTS 5" <br />+- 0'-0' <br />+- p•-p• <br />? <br />• <br />"ISOLATED" <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />, <br />TOP OF SLAB <br />.a• <br />f - <br />COLUMN PAD <br />n • CENTERED UNDER WALL AND <br />GROUTED CELL, 4' FROM ENDS AND <br />n • <br />a —a .•- <br />POURED MONOLIT_e <br />FOUNDAT ON ANDHISLCAABLLY WITH <br />16" O.C. VERTICALLY MAX <br />SF <br />SEE EDULE <br />,.. .e. <br />SEE SCHEDULE <br />i FOR WxDHBAR SIZE <br />• s " <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />EQ. EQ. EE SCHEDULE <br />AND BAR QUANTITY <br />,r <br />FOR WxD, BAR SIZE <br />COMBINED EXTERIOR MONO - <br />INTERIOR FRAME BRIG WALL TO <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />%FOOTING <br />AND COL. PAD <br />9 <br />i V <br />SCALE: 3/4"=1'_w <br />4 BLOCK WALL CONNECTION <br />4 <br />iNTERIOR CURB FOUNDATION WOOD WALL <br />scALE:aa"=1•-0" <br />(NO UPLIFT) <br />I L SCALE:3/4"=1'-0' <br />BDALE: 3/4"''-°" (NO UPLIFT) <br />1 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />wwwabdesignBrouP.com <br />AA li: 0003325 <br />F <br />d <br />g <br />� <br />C <br />A <br />p2 <br />otmDIV. ae LOOT: <br />ABBOTT PARK <br />LOT #28 <br />BLK. #11 <br />PROJECT* <br />04181.000-28111 <br />MODEL.• <br />4EBB <br />"1828-CALI" <br />GARAGE SlIrWO: <br />RIGHT <br />1 PAGE: <br />DETAILS <br />160 PH C <br />