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30„ <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />L. <br />STEEL REINFORCING IN GROUTED <br />f <br />STEEL REINFORCING IN GROUTED <br />•� <br />CELL SEE PLAN FOR SIZE AND <br /><_ a <br />CELL SEE PLAN FOR SIZE AND <br />F <br />I P_ <br />o IL <br />SPACING REQUIREMENTS <br />¢ <br />SPACING REQUIREMENTS <br />•� <br />ro w <br />m U <br />W <br />11s.:.. <br />-�� <br />I <br />GARAGE DOOR <br />RECESS <br />j <br />¢ (L <br />�� FM <br />O <br />¢ N <br />ED <br />8" CMU WALL <br />O N <br />8' CMU WALL <br />I r . CORNER BARS, SAME SIZE AS LARGER BAR <br />w 2 9+ <br />_Z <br />- Z <br />0'-0' <br />IN FOUNDATION WITH 30' LEG EACH <br />a WAY AT ALL CHANGES IN DIRECTIONS <br />w yy <br />y <br />+- V-0' <br />+- <br />U1 <br />TOP OF SLAB <br />TOP OF SLAB <br />• <br />I SO THAT THE STEEL REINF, IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I • <br />CURB FOR <br />[yam•—� <br />+ - <br />a <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4- CHAMFER (1STORY) <br />N3 18, <br />EXT. PORCH SLAB <br />- VARIES <br />t� • SEE SLAB SCHEDULE TOP Of GARAGE <br />•,' <br />- I>I <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />�;0. AT ELEV: <br />W/ 1/2' ISOLATION ,_• <br />B' CHAMFER (2STORY) <br />W/ <br />4- CHAMFER (I -STORY) <br />0'-0' <br />JOINT (WHERE 4 <br />APPLICABLE) i - <br />p4 24, <br />SEE SCHEDULE 115 30' <br />1/2' ISOLATION <br />JOINT (WHERE <br />gppLICABLE) <br />Z <br />6' CHAMFER (2-STORY) <br />• r. EE SCHEDULE <br />4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WXD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />Yv <br />AND BAR QUANTITY <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS Oi . 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 />1 <br />2 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 <br />SCALE: 3'4'=T-0' <br />SCALE: 314'=1'-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 />VERIFYHEIGHT <br />NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4- O/C BTM. HEIGHT <br />LAP TO OCCUR OVER STUD OF PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />w <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />p a ( <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />2' CAPPED <br />j 1n 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 a SECURED W/ 2- PART <br />¢ <br />SPACING. SINGLE BTM. PLATE <br />WEDGE ANCHOR W/ 2' <br />BTM. PLATE TO BE PT. <br />W/FLANGE Bl BASE <br />a g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />WASH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />Q 8', UNO <br />PLATE <br />EPDXY 5.1M2' EMBED. MIN. 8 18' OC <br />SLAB W/10d MASONRY <br />NAIL 16' O/C STAGGERED. <br />O FOLLOW ALL MANF. <br />SIMPSON SPH4 3PH8 MAX <br />S ¢ SPECIFICATIONS FOR <br />1n ¢ <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />SECURE FLANGE TO <br />USE AND <br />I <br />F¢- PREPARATION OF <br />ANCHORS W/ 10d x 1 1/2' <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />SLAB W/(4) 1/4' X 2 1/4' <br />c HOLE. <br />COMMON NAILS FILL ALL coto <br />UPLIFT IS PRESENT. <br />TAPCONS <br />Z ¢ <br />HOLES, DO NOT USE 10d w <br />LLI <br />x 3' Q SEE SLAB SCHEDULE <br />FE SEE SLAB SCHEDULE <br />$ 9QO <br />< <br />cc <br />Q <br />0,2 <br />,PQ <br />TOP OF SLAB .. 4 . • <br />'.. ��._..'�...a <br />TOP OF SLAB <br />4' CHAMFER (I -STORY) <br />• <br />6' CHAMFER (2-STORY) <br />a.� <br />�_ _a <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />sCALE:B/4•=,,-°, <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />6 <br />7 <br />BCALE:34=,'.0 (NO UPLIFT) <br />SCALE:3/4'=1'-0" <br />SCALE:3/4'=V-0' (W/ UPLIFT) <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <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 W/ PLAN <br />SPACING REQUIREMENTS <br />Z <br />2x4 OR 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />f <br />WALL W/ SYP No 2 STUDS SEE <br />¢_ " <br />0. <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />0 <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />a:L <br />Q LU <br />ro <br />16.0/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />v d <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />¢O <br />8' CMU WALL <br />UPLIFT IS PRESENT. <br />Z <br />POURED LINTEL CONT. (TYP.) <br />8- CMU FILLED CELL RYP.) <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />.I• <br />2X WALL FRAMING <br />IGROUTED <br />• SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON ST82 BOLTS 5' <br />0-0' <br />Z <br />Z <br />— <br />s <br />MINIMUM EMBEDMENT INTO <br />OMOF SLAB <br />POUF <br />n• <br />i <br />ISOLATEDCOLUMN PAD <br />CELL, 4' FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />8 <br />• <br />-- — - FOUNDATION AND SLAB <br />- <br />SEE SCHEDULE <br />SEE SCHEDULE <br />.!�^^-r; <br />. <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />I <br />J1 <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />i BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />L V <br />SCALE: -'=1'-0- <br />1 1 SCALE: 3/4'=V-0' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407.774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AA 8: 0003325 <br />-` <br />rr <br />z <br />iS <br />dd <br />a <br />a <br />b <br />O <br />b <br />kk <br />6 <br />b <br />kk <br />6 <br />cl <br />Mil <br />avEDiV ae LOT: <br />SILVERADO <br />LOT #3 <br />BLK #1 <br />PROJECT <br />04128.001-03011 <br />MODEL <br />4EBB <br />"1828-CALL" <br />GARAGE ar/INO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP B <br />0 <br />DAR 12/01/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1.1A <br />