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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />•Te <br />CELL SEE PLAN FOR SIZE AND <br />d n: <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />��°•—• <br />. : <br />o } <br />I— <br />SPACING REQUIREMENTS <br />¢ <br />Q <br />,,,{{{���� <br />GARAGE DOOR <br />a W <br />m CWJ•�•.� <br />RECESS <br />• <br />e FCORNER <br />U) Z <br />8' CMU WALL <br />O m <br />8' CMU WALL <br />, . BARS, SAME SIZE AS BAR <br />i <br />W Lu B• <br />53 <br />io Z <br />; .. IN FOUNDATION WITH 30' LEG EACH <br />W m <br />m <br />+- a o <br />+- a-0 <br />d WAY AT ALL CHANGES IN DIRECTIONS <br />•� <br />aJ <br />TOP Of SLAB <br />TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />1`Jr <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I • I.". <br />CURB FOR <br />EXT. PORCH SLAB <br />,• <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4- CHAMFER (1STORY) <br />18' <br />EXT. PORCH SLAB <br />- VARIES <br />�' SEE SLAB SCHEDULE" TOP OF GARAGE <br />- <br />v. L:. I CONTINUOUS STEEL MONOLITHIC <br />- ° FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />7=p. AT ELEV: <br />W/ 1/2' ISOLATION <br />JOINT (WHERE •e • -+ <br />6' CHAMFER (2-STORY) <br />#4 24• <br />W/ 1/2' ISOLATION <br />4' CHAMFER (1STORY) <br />�° , 6- CHAMFER (2-STORY) <br />0'-0• <br />APPLICABLE) Z <br />SEE SCHEDULE #5 30' <br />JOINT (WHERE <br />APPLICABLE) <br />-. <br />? <br />•. r EE SCHEDULE <br />4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />i <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (W. 2 TO 3, PROVIDE 2 BARS), ONO <br />#7 42' <br />a <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />6CALE:34'=1'-0' <br />2 <br />SCALE:84'=1'0' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />GARAGE <br />4 <br />SCALE: 3/4'=1'-0' <br />SCALE: 3W. V-0' <br />LAP TOP PLATE A MIN. OF 48' ---� <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4- O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4. O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />W <br />O0- I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/SYP <br />2x4 OR 2x8 WOOD BEARINGTPROVIDE BLOCKING <br />WALL W/ SYP No2STUDS SEE <br />2' CAPPED <br />> NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O n. <br />f[ SECURED W/ 2- PART <br />SPACING. 91NGLE BTM. PLATE <br />1/2'x6' WEDGE ANCHOR W/2' <br />BTM. PLATE TO BE PT. <br />W/FLANGE 0 BASE <br />CL g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTHSLAB <br />PROVIDE DBL. TOP PLATESECURE ST. PLATE TO <br />8', UNO <br />PLATE <br />EPDXY 5-1/2' EMBED, MIN. 0 16' OC <br />W/10d MASONRY <br />o <br />FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPHB MAX. <br />NAIL 18' 0/C STAGGERED. <br />m <br />= 0: SPECIFICATIONS FOR <br />N Q <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />m I USE AND <br />ANCHORS W/ 10d x 1 1/2' <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4' X 2 1W <br />F=- PREPARATION OF <br />HOLE. <br />COMMON NAILS FILL ALL y <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />TAPCONS <br />¢ <br />HOLES, DO NOT USE 10d W <br />x T ¢ SEE SLAB SCHEDULE <br />Q SEE SLAB SCHEDULE <br />gQQ <br />Q <br />4 <br />_� . <br />TOP OF SLAB <br />4' CHAMFER (1-STORY) <br />6' CHAMFER (2-STORY) <br />a.�_ <br />a <br />+ + fie_ °_a' <br />_._ <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />BOLLARD <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />scALE:ab•=1'-0• <br />MONOLITHIC <br />FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />SCALE:34'=1'A' (W/ UPLIFT) <br />$ scALE:34=ro (NO UPLIFT) <br />SCALE:3/4'=V-0' <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4' 0/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <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 />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />41r <br />O } <br />¢ t <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />¢ W <br />m <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />a <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />p m <br />8' CMU WALL <br />UPLIFT IS PRESENT. <br />Z <br />POURED LINTEL CONT. (TYP.) <br />8- CMU FILLED CELL (TYP.) <br />-t•'' <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />I+ / <br />2X WALL FRAMING <br />!E SLAB SCHEDULE <br />_FFOR <br />1/2' DIA. SIMPSON STS2 BOLTS 5' <br />+- 0'-0' <br />Z <br />Z <br />— <br />- • <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />e • <br />f <br />TED' COLUMN PAD <br />GROUTED CELL, 4• FROM ENDS AND <br />RED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />° <br />gED MONOLITHICALLY WITH <br />• <br />DATION AND SLAB <br />E <br />SEE SCHEDULE <br />IZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />�, <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />OOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />StF <br />SCALE: 3/4'=1'-0' <br />11 SCALE: 3/4'=1'-0' <br />1 N- RONALD REAGAN 8l <br />LONGWOOD, FL 32760 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdasigag:oup.com <br />AA x: 0003325 <br />O <br />Y <br />�f <br />Is <br />W�U <br />sunDiv ae LOT: <br />ABBOTT PARK <br />LOT ##8 <br />BLK ##8 <br />PROJECT* <br />04181.000-08081 <br />MODEIa <br />4EAB <br />"1672- ARIA" <br />OARAOE DWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH E C <br />DCAIM: 1/4"=1'-0" <br />S1.1A <br />