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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />(r <br />�• <br />Q. <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a per. <br />r <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />, F <br />111 •._ v. � <br />O <br />C <br />QQ <br />m w <br />_ <br />Jv, ram. ' <br />GARAGE DOOR <br />-• <br />I <br />RECESS <br />•, `I� � FM <br />525 <br />i <br />8" CMU WALL <br />O <br />8" CMU WALL <br />, I CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />W W <br />9• <br />O io <br />? <br />+- 0'-O' <br />FOUNDATION WITH 30" LEG EACH <br />' •I a <br />W U <br />ai <br />p•.p. <br />TOP OF SLAB <br />W <br />WAY AT ALL CHANGES IN DIRECTIONS <br />. SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I �I' <br />CURB FOR <br />- <br />- VARIES <br />MASONRY <br />I <br />EXT. PORCH SLAB , :. <br />SEE BLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1STORV) <br />EXT. PORCH SLAB4" <br />�UAND <br />SEE SLAB SCHEDULE= TOP OF GARAGE <br />I I" CONTINUOUS STEEL MONOLITHIC <br />- FOOTING REINFORCEMENT SEE SCHEDULE <br />' <br />b• <br />UNITS SET <br />AT ELEY. <br />W/12"ISOLATION <br />JOINT (WHERE <br />M3 18'• <br />6" CHAMFER 2-STORY) <br />2C' <br />W/ 1/7' ISOLATION <br />CHAMFER (1STORV) <br />6" CHAMFER (2STORV) <br />017 <br />APPLICABLE) i <br />SEE SCHEDULE <br />30"APPLIC)WHEN <br />'DINT, <br />EE SCHEDULENS <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WXD, BAR SIZE <br />06 <br />R WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />W, <br />BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCAF:3<=1'-0 <br />scAE:34'�1'( <br />CORNER BARS DETAIL <br />OPENING <br />GARAGE <br />3 <br />(D2D0q0QR <br />SCALE: 3/4"=1'-0" <br />SCALE. <br />Z <br />(1) N5 REBAR VERTICALLY W/ CONIC. <br />U <br />Q <br />POURED CELL <br />O <br />Lo <br />8" CMU <br />�o <br />aa <br />N4 REBAR ®24" O.C. Q CENTER OF <br />STEEL REINFORCING IN GROUTED <br />Wm S <br />SLABCELL <br />SEE PLAN FOR SIZE AND <br />i Q� i <br />KO <br />W <br />SPACING REQUIREMENTS <br />ILA <br />I <br />O ?CLLI <br />� <br />I <br />$ NEW REINF. BAR <br />_ <br />O If SECURED W/ 2- PART <br />li g <br />oil <br />T CAPPED <br />I EPDXY. MIN. EMBED <br />K <br />GALVANIZED PIPE <br />5 O <br />G <br />• °� <br />W/FLANGE Q BASE <br />FOLLOW <br />Q FF OLLOW ALL MANE. <br />m U <br />IV <br />4" CONC., REINF. W/ <br />= C SPECIFICATIONS FOR <br />N Q <br />I <br />7 <br />a <br />.- <br />.I I • f 810 W WM ON <br />S' <br />b <br />= m PARATION OF <br />PRE <br />O ( <br />W CMU WALL <br />N <br />8-MIL POLY ETHYLENE <br />l VAPOR BARRIER ON <br />i%� <br />HOLE. <br />Z K <br />ASS <br />RE <br />I <br />SECURE FLANGE <br />w <br />- TOP OF <br />_ <br />WELL -COMPACTED <br />I •- CLEAN FILL TERMITE <br />j • <br />TO <br />SLAB W1(4) 1W X 2 1/4" <br />p <br />! TREATMENT SHALL BE <br />TAPCONS <br />O}. <br />O•Q' <br />I• <br />1F 4, BORA-CARE <br />.I u. <br />QQ <br />Y' <br />Z <br />i <br />SEE SLAB SCHEDULE <br />- <br />I (2I CONT. #4 REBAR <br />4"CHAMFER (1STORV) <br />"ISOLATED" COLUMN PAD <br />, <br />I.. F <br />T CHAMFER (2-STORY) <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />(2) N5 REBAR ON CHAIRS <br />. <br />-'�� FOUNDATION AND SLAB <br />• ., <br />SEE SCHEDULE <br />= <br />FOR WXD, BAR SIZE <br />K <br />ITMIN DEPTH INTO Z W <br />2,000 PSF VIRGIN SOIL OR 95% <br />/ <br />Y AND BAR QUANTITY <br />VIRGIN OR ENGINEERED SOIL i <br />COMPACTED SOIL <br />L <br />��/LLL <br />SLAB HEIGHT LESS THAN 3'8' U <br />PER PLAN <br />ADDING BAR TO <br />COMBINED EXTERIOR MONO - <br />EXTERIOR <br />MONO DEEP <br />��� BOLLARD <br />MONOLITHIC FOUNDATION <br />FOOTING AND COL. PAD <br />J <br />V <br />7 <br />W/ BLOCK WALL <br />SCALE 34"=1'-0" <br />SCALE 34"=1'-0 <br />SCALE 3/4"=V-9' <br />SFOOTING <br />1 A <br />SCALE: 3/4"=1'4r <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />LAP TOP PLATE A MIN. OF 48" <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />AND NAIL W/ 16d COMMON <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2c4 OR 2X6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2:4 OR 2z6 WOOD BEARING <br />PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />BTM. PLATE TO BE PT. <br />PLANS FOR SPACING. SINGLE <br />PROVIDE DBL TOP PLATE <br />SECURE ST. PLATE TO <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />PROVIDE DBL. TOP PLATE <br />SLAB W110d MASONRY NAIL <br />NAIL i6" O/C STAGGERED. <br />16" OIC STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />(p UPLIFT IS PRESENT. <br />w <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT (TVP ) <br />Ix SLAB SCHEDULE <br />,ro �" 8" CMU FILLED CELL (TYP.) <br />Q <br />SEE SLAB SCHEDULE <br />+ 0'-0" <br />[SEE <br />2X WALL FRAMING <br />TOP OF SLAB <br />—�� <br />+- lT <br />1Q" DIA SIMPSON ST62 BOLTS 5" <br />TOP OF SLAB <br />- <br />MINIMUM EMBEDMENT INTO <br />+ •�� <br />GROUTED CELL 4" FROM ENDS AND <br />16' O.C. VERTICALLY MAX <br />4-as <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />EQ. EQ. EE SCHEDULE <br />AND BAR QUANTITY <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR <br />FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />(NO UPLIFT) <br />jell <br />WALL CONNECTION <br />8 6CALE3""=,'-0 <br />(NO UPLIFT) <br />SCALE 314'=1.-.. <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdoWgngroup.com <br />L AA is 0003325 <br />fat, <br />Q <br />V <br />SUDDIV. ec LOT' <br />ABBOTT PARK <br />LOT #21 <br />BLK #7 <br />PROJECT+/ <br />04181.000-21071 <br />HODELt <br />E401 <br />"2828-ENSLEY' <br />GARAGE BIIIIIIIDIG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />01 <br />PRINT 2104 <br />DATE: 05 / / <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />