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3� <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />S <br />STEEL REINFORCING IN GROUTED <br />�_ <br />STEEL REINFORCING IN GROUTED <br />— <br />r •• <br />CELL SEE PLAN FOR SIZE AND <br />s _� <br />CELL SEE PLAN FOR SIZE AND <br />. <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />a�r <br />_ <br />1 ' '�'. T.—. ' -ram <br />GARAGE DOOR <br />• <br />RECESS <br />FM <br />w <br />8" CMU WALL <br />> <br />B" CMU WALL <br />JI F . CORNER BARS, SAME SIZE AS LARGER BAR <br />w <br />e' <br />�' <br />IN FOUNDATION WITH 30" LEG EACH <br />y <br />+- U' <br />WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />'•—� <br />TOP OF SLAB <br />I ..e • I ' SO THAT THE STEEL REINF. IS CONTINUOUS <br />• <br />y 5--.-..,..: • .=-.—. <br />MATCH AMOUNT OF CONTINUOUS BARS <br />?k- <br />CURB FOR <br />(�•/ <br />SEE SLAB SCHEDULE <br />a' BAR SIZE 48 BAR DIA. <br />1]1]44t #3 iS' <br />EXT. PORCH SLAB 4" CHAMFER (1STORY) <br />^ <br />: <br />EXT. PORCH SLAB4" <br />-VAR S <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />CHAMFER II -STORY) <br />+'w. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />$ <br />>' <br />MASONRY <br />UNITS SET <br />AT ELEV. <br />W/ 1/2" ISOLATION <br />JOINT (MERE <br />: • e" CHAMFER (2STORY) 04 24" <br />ISOLATION <br />()W/1/2" <br />8" CHAMFER 2STORV <br />UAND <br />APPLICABLE) <br />SEE SCHEDULE 30' <br />JOINT (WHERE <br />APPLICABLE) <br />SEE SCHEDuIE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />R SIZETITY #8 38" <br />YR WxD, BAR 317EAND <br />4 <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR Q <br />BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#T 42'' <br />EXTERIOR MONO -FOOTING <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1SCALE:3/4-V-0' <br />U,2"�EXTERIOR <br />@GARAGE SCALE 3/4"=1'-0' <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=V-0' <br />SCALE: 3/4"=7'-0' <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />f a <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 46AND " <br />o <br />e" CMU <br />NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" 01 BTM. <br />VERIFY HEIGHT <br />g <br />14 REBAR 024" O.C. 0 CENTER OF <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />S <br />SLAB <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />z <br />WALL W/ SYP No 2 STUDS SEE <br />L rfi <br />5' <br />I NEW REINF. BAR <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT, <br />SECURED W/2-PART <br />PROVIDE DBL. TOP PLATE <br />SECURE B7. PLATE TO <br />2" CAPPED <br />EPDXY. MIN. EMBED <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />-+ 3 B", UNO <br />RED. <br />�', 4• <br />b <br />W/FLANGE @ BASE <br />m FOLLOW ALL MANE. <br />ADDITIONAL MET <br />h I• 4" CONC., REINF. W/ <br />SPECIFICATIONS FOR <br />CONNECTORS NOT <br />M <br />.8 "xe"#10 WWM ON <br />§ <br />z ( <br />�9 USE AND <br />REQUIRED WHEN NO <br />-MIL POLY ETHYLENE <br />zn <br />PREPARATION OF <br />C 4" <br />UPLIFT IS PRESENT. <br />w <br />VAPOR BARRIER ON <br />O HOLE. <br />a <br />SEE SLAB SCHEDULE <br />� <br />a • �I 1 "0 WELL -COMPACTED <br />SECURE FLANGE TO <br />'� <br />•CLEAN FILL TERMITE <br />SLAB W/(4) 1/4" X 2 7/4" <br />O} <br />+ 0 <br />1J <br />_. TREATMENT SHALL BE <br />BORA-CARE <br />TAPCONS <br />°t <br />TOP OF SLAB <br />•.: (2) CONT. #4 REBAR <br />4" CHAMFER (I -STORY) <br />— • , <br />�� <br />=4 <br />e <br />f <br />6" CHAMFER (2-STORY) <br />(2) #5 REBAR ON CHAIRS <br />72" MIN. DEPTH INTO <br />3 � 2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. <br />SCHED <br />VIRGIN OR ENGINEERED SOIL <br />COMPACTED SOIL <br />FORE IM <br />AND BAR QUAW" <br />SLAB HEIGHT LESS THAN 3'R' <br />pE8 p1gN <br />ADDING BAR TO <br />1NTERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />o <br />5 <br />6 <br />SCALE:3/4"=1'-1Y' <br />(NO UPLIFT) <br />FOOTING W/ BLOCK WALL <br />scALe 34"=r-a' <br />SCALE:34"=T-0" <br />1 A <br />SCALE: <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 18d COMMON <br />NAILS, 2-ROWS, 4"O/C BTM, <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2.4 OR 2.6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />CELL SEE PLAN FOR SIZE AND <br />dd SPACING REQUIREMENTS <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />S <br />12" O/C STAGGERED. <br />ADDITIONAL METAL <br />a <br />CONNECTORS NOT <br />Q <br />REQUIRED WHEN NO <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />e, 8" CMU FILLED CELL (TVP.) <br />��'~'~ <br />+- 0'-0" <br />TOP OF SLAB4' <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />^• <br />2X WALL FRAMING <br />• <br />TOP OF SLAB <br />.'4• <br />1/2" DIA. SIMPSON STB2 BOLTS 5' <br />L• MINIMUM EMBEDMENT INTO <br />.. SEE SLAB SCHEDULE <br />EXT_ PORCH SLAB 4" CHAMFER (1STORY) <br />.4• <br />a . <br />BAR SIZE 48 BAR DIA a ' e 4 <br />a <br />GROUTED CELL, 4" FROM ENDS AND <br />ISOLATION 8" CHAMFER (2STORY) <br />#3 18" Q <br />• <br />16" O.C. VERTICALLY MAX <br />NT <br />JOINT <br />JOINT (WHERE • <br />°— <br />#4 24" <br />°� 8 <br />APPLICABLE) i MATCH STEEL <br />4 <br />05 30" <br />REINFORCEMENT <br />6" PVC CHASE tr PER SCHEDULE <br />38" <br />SEE SCHEWLE <br />FOR WxD, BAR SIZE <br />THRU FOOTING <br />8" PVC CHASE THRU FOOTING <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOUNDATION WOOD WALL <br />INTERIOR FRAME BRG WALL TO <br />FOR WxRQUAN1ZE <br />AND BAR QUANTITY'L <br />PVC CHASEPER <br />SCHEDULE <br />(DLINT�ERIOR <br />314"=1'-0' <br />UPLIFT) <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />(NO <br />12 <br />11 <br />SCALE: 3/4"=1'-0' <br />3CALE: 3/4"=1'-0' <br />•1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774E078 <br />FAX: 407-774.4078 <br />www.abdeaWWoup.com <br />AA k: 0003325 <br />A <br />O <br />till <br />a <br />6 <br />0. <br />aUDD:v & LOTS <br />ABBOTT PARK <br />LOT #2 <br />BLK #14 <br />PHASE #4C <br />PROJMT# <br />041 ,04C-0214 <br />MOD= <br />4EHB <br />"2605- HAYDEN" <br />OAPMOa awaio: <br />RIGHT <br />PAOIM <br />DETAILS <br />%160 MPH EXP. C <br />RMAW X <br />AR NO <br />r <br />10/28/21 <br />1/4"=1'-0" <br />.1A <br />