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30' <br />MIN. EACH WAY <br />THIC FOOTING <br />Z <br />} <br />STEEL REINFORCING IN GROUTEDSTEEL <br />REINFORCING IN GROUTED <br />tFM— <br />CELL SEE PLAN FOR SRE AND <br />< 0. <br />CELL SEE PLAN FOR SIZE ANDSPACING <br />REQUIREMENTS <br />¢yy-SPACING <br />W <br />REOUIREMENTSQ <br /><n <br />._GARAGE <br />I/^RECESS <br />DOOR <br />7 <br />4 <br />g7 <br />¢ cn Z <br />8' CMU WALL <br />O (J <br />e' CMU WALL <br />> ' 1 CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />N W B` <br />w <br />- Z <br />0'-0' <br />II IN FOUNDATION WITH 30' LEG EACH <br />',J <br />U) =pp <br />9-0' <br />• TOP OF SLAB <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I _. •II SO THAT THE STEEL REINF. IS CONTINUOUS <br />N <br />,... <br />• • <br />_ <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />EXT. PORCH SLAB <br />W/ 1/2' ISOLATION <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (I -STORY) <br />18' <br />EXT. PORCH SLAB <br />- VAR' S <br />- SEE SLAB SCHEDULE TOP OF GARAGE <br />4' CHAMFER <br />I°I'. ( <br />�i <br />v, CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />7' AT ELEV: <br />b` <br />.• <br />JOINT (WHERE 4 <br />6' CHAMFER (2STOR1� <br />N4 24' <br />W/ 1/2• ISOLATION <br />(I -STORY) <br />I - 6- CHAMFER (2-STORY) <br />0i ! <br />0'-0' <br />lh��� <br />APPLICABLE) z <br />SEE SCHEDULE p5 30' <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />a EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, BAR SIZE <br />e6 36' <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY #7 42• <br />iv <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie.2 TO 3, PROVIDE 2 BARS), UNO <br />r7�EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />G)@ <br />GARAGE SCALE: 3/4'=1'-0• <br />CORNER BARS DETAIL <br />DOOR OPENING <br />J <br />�t <br />`* <br />9CALE: 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' --ir <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />HEIGHT <br />NAILS, 2-ROWS, 4- O/C BTM. VERIFY HEIGHT <br />VERIFY <br />NAILS, 2-ROWS, 4.O/C BTM. HEIGHT <br />OF WALL <br />LAP TO OCCUR OVER STUD PLAN <br />LAP TO OCCUR OVER STUD OF WAIL PLAN <br />w <br />20 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />O u. I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />11 <br />N NEW REINF. BAR <br />O SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />TO BE PT. PROVIDE DBL. TOP ,/2'x8' WEDGE ANCHOR W/2' <br />WASHER SET IN HIGH STRENGTH <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. 70P PLATE SECURE BT. PLATE TO <br />2' CAPPED <br />0- I EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-1/2' EMBED. MIN. @ 18. OC <br />SLAB W/10d MASONRY <br />NAIL 16' O/C STAGGERED. <br />GALVANIZED PIPE <br />Q 8', UNO <br />— <br />SIMPSON SPH4 OR SPH6 MAX <br />ADDITIONAL METAL <br />W/FLANGE @BASE <br />Q a FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />ch G SPECIFICATIONS FOR <br />I USE AND <br />ANCHORS W/ ,Od x i 1/2' <br />REQUIRED WHEN NO <br />o <br />m <br />PREPARATION OF <br />COMMON NAILS FILL ALL W <br />W UPLIFT IS PRESENT. <br />HOLE. <br />HOLES, DO NOT USE 10d w <br />w <br />x 3' SEE SLAB SCHEDULE <br />2 SLAB SCHEDULE <br />SECURE FLANGE TO <br />Q <br />Q <br />SLAB W/(4) 114X 2 1/4' <br />[SEE <br />0P 0' <br />OOF SLAB <br />� <br />OF SLAB <br />4- CHAMFER (1-STORY) <br />. <br />6- CHAMFER (2-STORY) <br />e <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />5 BOLLARD <br />L� <br />V <br />MONOLITHIC FOUNDATION <br />(W/ UPLIFT) <br />$ SCALE:34'=1'0 <br />(NO UPLIFT) <br />SCALE:3�4'=1'-0' <br />SCALE:3�4'=1'-0' <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ t6d COMMON <br />NAILS, 2-ROWS, 4' O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PLANS FOR SPACING. SINGLE <br />a <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />o <br />PROVIDE DBL. TOP PLATE <br />16' O/C STAGGERED. <br />¢ <br />Q w <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />REQUIRED WHEN <br />¢ 1n <br />T. <br />UPLIFT IS PRESENT. <br />O <br />8' CMU WALL <br />a' VARIES 8' <br />? <br />RED LINTEL CONT. (TYP.) <br />S' CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />Zt7SEE <br />IFF.R <br />1POU <br />2X WALL FRAMING <br />r 0'-0' <br />TOP OF SLABe• <br />1p <br />Z <br />SLAB SCHEDULE <br />a <br />1/2' DIA. SIMPSON STB2 BOLTS 5' <br />MINIMUM EMBEDMENT INTO <br />o C <br />a'. <br />'ISOLATED' COLUMN PAD <br />CENTERED UNDER WALL AND <br />GROUTED CELL, 4• FROM ENDS AND <br />i6' O.C. VERTICALLY MAX <br />a y <br />MONOLITHICALLY WITH <br />• <br />T�POURED <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />EDULEFOR <br />WxD, BAR SIZE <br />BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />/// <br />SHOWER RECESS FOOTER <br />INTERIOR <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />12 SCALE: 1'=1'-O' <br />9 SCALE:3/4•=,'-0 <br />(NO UPLIFT) <br />�� <br />FOOTING AND COL. PAD <br />��� BLOCK WALL CONNECTION <br />SCALE: 314'=1'-O' <br />1 1 SCALE: 3/4'=1'-O' <br />A B i N i T I C T i <br />6 <br />Grouse <br />441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdoWgngroup.eom <br />AA 0: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813 186.2828 <br />FAX: 813888-2802 00 <br />