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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}t <br />STEEL REINFORCING IN GROUTED <br />— - <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />v v <br />�� <br />3 2 <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />d i <br />S <br />SPACING REQUIREMENTS <br />^ <br />GARAGE DOOR <br />N <br />., �� ° <br />RECESS <br />m <br />FKi <br />Q <br />8"CMU WALL <br />�, <br />8" CMU WALL <br />I p CORNER BARS, SAME SIZE AS LARGER BAR <br />W <br />B' <br />m <br />° _^I IN FOUNDATION WITH 30" LEG EACH <br />m H <br />0'-0'+! <br />^ WAY AT ALL CHANGES IN DIRECTIONS <br />SLA ° - TOP OF B <br />TOP OF SLAB <br />I _. SO THAT THE STEEL REINF. IS CONTINUOUS <br />a' <br />, <br />° <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />SEE SLAB SCHEDULE° <br />• { BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB °:• 4'• CHAMFER (1-STORY) <br />#3 16, <br />• <br />EXT. FOR SLAB <br />•�•�~ SEE SLAB SCHEDULE TOP OF GARAGE <br />- VARIES <br />f 4" CHAMFER STORY) <br />I>I ,� _ILL <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 12" ISOLATION <br />6" CHAMFER (2-STORY) <br />W/ 1/2" ISOLATION <br />(1 <br />l 6" CHAMFER (2-STORY) <br />.. <br />D•-0•• <br />JOINT (WHERE - • <br />• #4 44' <br />JOINT (WHERE <br />° <br />• • <br />APPUCABLE) i <br />SEE SCHEDULE #5 30" <br />APPLICABLE) <br />a SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WAD, BAR SIZE <br />#6 36" <br />i FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />h <br />AND BAR QUANTITY <br />2 AND BAR QUANTITY <br />NUMBER OF BARS (R. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />2 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE:3/4"=1' Y' <br />scALE:3<°=r-o" <br />GARAGE <br />3 <br />4 <br />SCALE: 3/4"=1'-0'• <br />SCALE: 3/4"=1'-0' <br />(1) #5 REBAR VERTICALLY W/ CONIC, <br />s <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 49' <br />o w <br />8" CMU <br />AND NAIL Wl 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />5 <br />#4 REBAR @24" O.C. CENTER OF <br />LAP TO OCCUR OVER STUD <br />OF WALL Wt PLAN <br />8 <br />a <br />SLAB <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />z. <br />WALL W/ SYP No 2 STUDS SEE <br />_ <br />PLANS FOR SPACING. SINGLE <br />NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />SECURED W/ 2- PART <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />2" CAPPED <br />g EPDXY. MIN. EMBED <br />SLAB W/10d MASONRY <br />• <br />PIPE <br />8", UNOGALVANIZED <br />J 5 FOLLOW ALL MANF. <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />WIFLANGE @ BASE <br />w SPECIFICATIONS FOR <br />CONNECTORS NOT <br />CONIC., REINF. W/ <br />4" CO <br />USE AND <br />I <br />REQUIRED <br />% 6"x6"#10 WWM ONE <br />4 <br />PREPARATION OF <br />UPLIF PRESENT <br />_ <br />MIL POLY ETHYLENE <br />m VAPOR BARRIER ON <br />w o 4" 4° HOLE. <br />w <br />w <br />SEE SLAB SCHEDULE <br />w <br />° II 1'-0' WELL -COMPACTED <br />SECURE FLANGE TO <br />e. CLEAN FILL TERMITE <br />SLAB W/(4) 1/4" X 2 114" <br />o O. <br />+- Ol. <br />I TREATMENT SHALL BE <br />TAPCONS <br />°p? <br />TOP OF SLAB <br />a °; BORA-CARE <br />u, <br />1 <br />.a <br />(CONT. #4 REBAR <br />CHAMFER (1STORY) <br />' s2_ <br />°2')4" <br />F(2) <br />6" CHAMFER (2-STORY) <br />a #5 REBAR ON CHAIRS <br />lam—' <br />• s <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ EQ <br />SEE <br />17' MIN. DEPTH INTO <br />COMPACTED SOIL <br />FORMD,HenRUSIZE <br />AND BAR QUANTITY <br />VLE <br />IRGIN OR ENGINEERED SOIL <br />? p <br />MQ <br />SLAB HEIGHT LESS THAN T-61 <br />PER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />8 sQALE:3/4'=,'.o" <br />(NO UPLIFT) <br />G <br />5 <br />6 <br />FOOTING W/ BLOCK WALL <br />SCALE: 3/4"=1'-0' <br />SCALE:34"=1'-0 <br />1 A <br />SCALE: 314"=T-0' <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 TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />SLAB W110d MASONRY NAIL <br />15' O/C STAGGERED. <br />SPACING REQUIREMENTS <br />B <br />ADDITIONAL METAL <br />J <br />CONNECTORS NOT <br />- <br />O w <br />REQUIRED WHEN NO <br />6" CMU WALL <br />ro <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />a TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />I <br />� <br />TOP OF SLAB <br />a• <br />1/2" DIA. SIMPSON STB2 BOLTS 5' <br />MINIMUM EMBEDMENT INTO <br />' SEE SLAB SCHEDULE <br />EXT. PORCH SLAB 4" CHAMFER (1-STORY) <br />BAR SIZE 48 BAR DIA a <br />GROUTED CELL, 4" FROM ENDS AND <br />ISOLATION 8" CHAMFER (2STORY) <br />° <br />16" O.C. VERTICALLY MAX <br />NT <br />JOINT (WHERE • <br />JOINT <br />#4 24" <br />-• <br />APPLICABLE) MATCH STEEL <br />#5 30' <br />s REINFORCEMENT„ <br />6" PVC CHASE tv PER SCHEDULE <br />36 <br />6" PVC CHASE THRU FOOTING <br />SEESCHEDULE <br />FOR MD, BAR SIZE <br />THRU FOOTING <br />QUANTITY <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRG WALL TO <br />FOR BARBAR QARSIZE <br />AND QUANTITY <br />PVC CHASE <br />PER SCHEDULE <br />9 <br />BLOCK WALL CONNECTION <br />THRU OOTING <br />SC ALE (NO UPLIFT) <br />12 <br />11 <br />SCALE: 3/4"=1'-0' <br />SCALE: 3/4"=1'-0" <br />1 N. RONALD RFAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-W78 <br />FAX: 407-7744078 <br />www.a bdeslgngrou p.Qom <br />AA #: 0003326 <br />h <br />p <br />U <br />O <br />ABBOTMN <br />T <br />PARK <br />LOT# 28 <br />BLK# 7 <br />PROJECT# <br />04181.000-28071 <br />KODZU <br />4EHB <br />"2605— HAYDEN" <br />GARAGE SUING: <br />LEFT <br />PAGE: <br />DETAILS <br />60 PH EXP. <br />