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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />� <br />Z <br />— - <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING I4 GROUTED <br />c - - <br />CELL SEE PLAN FOR SIZE AND <br />,e a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />.. v <br />- <br />0 L <br />SPACING REQUIREMENTS <br />- <br />C <br />¢� <br />ro V <br />W <br />1a <br />1.� <br />GARAGE DOOR <br />RECESS <br />m� <br />J <br />�� <br />a <br />—FM <br />•.. <br />g o <br />N Z <br />8" CMU WALL <br />O <br />a <br />W CMU WALL <br />. • . f CORNER BARS, SAME SIZE AS BAR <br />W W <br />B+ <br />to - <br />Z <br />• IN FOUNDATION WITH 30" LEG EACH <br />�I�T,J <br />BI U <br />O <br />0'-0" <br />WAY AT ALL CHANGES IN DIRECTIONS <br />-I <br />(p <br />- TOP OF SLAB <br />TOP OF SLAB <br />I ...° SO THAT THE STEEL REINF. IS CONTINUOUS <br />. �, <br />I( <br />I MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />•,�� <br />i/- <br />EXT. PORCH SLAB < � <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4^ CHAMFER (1STORY) <br />• <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />. I > � ILL CONTINUOUS STEEL MONOLITHIC <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />� ��p, <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W11/Z' ISOLATION �., • <br />JOINT (WHERE • -. • <br />,g.• <br />6' CHAMFER (2-STORY) <br />q4 2q•• <br />EXT. PORCH SLAB <br />W/ 1!2" ISOLATION <br />4" CHAMFER (1STORY) <br />6' CHAMFER (2STORY) <br />- <br />ate" <br />APPLICABLE) Z - <br />SEE SCHEDULE W. <br />JOINT (WHERE <br />e.: <br />-. •d • E SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR MID BAR SIZE <br />APPLICABLE) <br />Z <br />FOR MD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />ANDBAR QUANTITY <br />N <br />AND 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 />U <br />SCALE:3/4"=,'-a' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />scALE:34"=1' Y' <br />GARAGE <br />3 <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4'=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 />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />W <br />I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />2" CAPPED <br />a IL <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 a SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE WEDGE ANCHOR W/ 2' <br />12'k9" <br />BTM. PLATE TO BE PT. <br />WIFLANGf BASE <br />d g I EPDXY. MIN. EMBED <br />TO BE PT, PROVIDE DBL TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE OBL. TOP PLATE <br />SECURE BT. PLATE TO <br />UNO <br />Q <br />PLATE <br />EPDXY &12" EMBED. MIN. ,6" OCNAIL <br />SLAB W/10d MASONRY <br />o <br />O FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />16'01C <br />= IY SPECIFICATIONS FOR <br />ADDITIONAL METALED. <br />to I <br />USE AND <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />FL N <br />FLANGE TO <br />= <br />f PREPARATION OF <br />ANCHORS W/ 10d x 110 <br />REQUIRED WHEN NO <br />X21/4" <br />O HOLE. <br />COMMON NAILS FILL ALL V) <br />(q <br />UPLIFT IS PRESENT. <br />TAPCONS <br />W <br />HOLES, DO NOT USE 10d W <br />W <br />LSSLEACBURE <br />J <br />x 3" � SLAB SCHEDULE <br />K <br />SEE SLAB SCHEDULE <br />�O} <br />[SEE <br />,P <br />TOP OF SLAB <br />TOP OF SLAB - <br />. ..d <br />If- CHAMFER (1STORY) <br />- • <br />- <br />6'CHAMFER (2STORY) <br />_d. - <br />%��, ._d <br />_ <br />ULE <br />EQ. EQ.tAND <br />EQ. EQ. <br />EE SCHEDULE <br />SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />ADDING <br />BAR TO <br />NTITY <br />AND BAR QUANTITY <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION <br />$ <br />WOOD WALL <br />6 <br />% SCALE: 3/4"=1'-0" (W/ UPLIFT) <br />SCALE: 3l4^=1'-(Y' <br />(NO UPLIFT) <br />SCALE: 3l4"=1'-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" O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL Wl PLAN <br />SPACING REQUIREMENTS <br />z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />¢ a <br />PLANS FOR SPACING. SINGLE <br />? <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />I- <br />DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />m W <br />16' O/C STAGGERED. <br />ADDITIONALMETAL <br />C.)PROVIDE <br />a <br />CONNECTORS NOT <br />!n <br />Q <br />6' CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />�•bj Z <br />*' a -a' <br />POURED LINTEL CONT. (TYP.) <br />6' CMU FILLED CELL (NP.) <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />I• <br />2X WALL FRAMING <br />WGROUTED <br />-SEE SLAB SCHEDULE <br />12"DIA SIMPSON STB2 BOLTS 6" <br />Z <br />-MINIMUM <br />EMBEDMENT INTO <br />"ISOLATED" COLUMN PAO <br />CELL, 4" FROM ENDS AND <br />°�� <br />e ' CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />16, O.C. VERTICALLY MAX <br />-r FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />/ FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />�X <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD COL. PAD <br />BLOCK WALL CONNECTION <br />9 SCALE: 34" 1'-0" (NO UPLIFT) <br />10 <br />SCALE:34'=1'-0 <br />11 SCALE: 3/4"=1'-U <br />Ii N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-774-W78 <br />FAX, 407-7744078 <br />www.abtla•Igngroupmm <br />AA X: 0003325 <br />R <br />y <br />� <br />� <br />P <br />q <br />• <br />SY <br />J <br />Z <br />bhp <br />r� <br />� <br />zw� <br />jQa <br />svBDiv. a. LOT <br />SILVERADO <br />LOT 8 <br />BLK 19 <br />PROJECT# <br />04128.002 08191 <br />3bmDE;<. <br />4EAB <br />"1672— ARIA" <br />GARAGE SIVMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />Ell <br />n <br />