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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />{t <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />°• — ,° <br />Q d <br />CELL SEE PLAN FOR SIZE AND <br />p <br />CELL E REAUIREMENTSFOR SIZE AND <br />r "° �- <br />4 <br />SPACING REQUIREMENTS <br />It <br />v' <br />GARAGE DOOR <br />Lm <br />J:._ <br />°+ <br />RECESS <br />S <br />o_ <br />Q <br />FM <br />g 0 <br />K w - Z <br />8" CMU WALL <br />N <br />O <br />8"CMU WALL <br />I ° CORNER BARS, SAME SIZE AS BAR <br />W W <br />B' <br />O tD <br />o <br />? <br />;� IN FOUNDATION WITH 30" LEG EACH <br />J <br />w U <br />TOP OF SLAB <br />0'-0' <br />TOP OF SLAS <br />V WAY AT ALL CHANGES IN DIRECTIONS <br />I - "I SO THAT THE STEEL REINF. IS CONTINUOUS <br />/n <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I. ° -I°I <br />is CURB FOR <br />•.j..° <br />f ' <br />a <br />EXT. PORCH SLAB <br />W/ 112" ISOLATION <br />SEE SLAB SCHEDULE- <br />48 BAR DIA, <br />4" CHAMFER (1-STORY) <br />18' <br />EXT. PORCH SLAB <br />' <br />- V RIGS <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4"CHAMFER (1-STORY7 <br />°'. I <br />LL <br />. °' o. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />/� MASONRY <br />UNITS SET <br />�- AT ELEV: <br />b' <br />JOINT (WHERE •. , <br />6" CHAMFER (2-STORY) <br />2q^ <br />W/ tY1" ISOLATION <br />) <br />6"CHAMFER (2STORY) <br />.:° <br />APPLICABLE) Z <br />MSIZE <br />SEE SCHEDULE 30" <br />JOINT (WHERE <br />APPLICABLE ) <br />Z <br />• EE SCHEDULE <br />4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />g <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY " <br />AND BAR QUANTITY <br />NUMBER OF BARS (e. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />GARAGE SCALE:3/4"--0" <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3l4"=1'-0" <br />SCALE: 3l4"=1'•0" <br />LAP TOP PLATE A MIN, OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL Wl 16d COMMON <br />AND NAIL WI 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 />p a I <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 />$ N NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />O 0_ SECURED Wl2- PART <br />SPACING. SINGLE BTM. PLATE <br />i/2"xg" WEDGE ANCHOR W/2" <br />BTM. PLATE TO BE PT. <br />2" CAPPED <br />g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT, PLATE TO <br />GALVANIZED PIPE <br />-� F LL O <br />� g <br />O FOLLOW ALL MANF. <br />PLATE EPDXY St/2" EMBED. MIN. @ 16" OC <br />SLAB WNAIL HOd MASONRY <br />WIFLANGE (� BASE <br />Q <br />N a ICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX. <br />STAGGERED. <br />ADDITIONAL META <br />Cf USE AND <br />I <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />I=- PREPARATION OF <br />U � HOLE. <br />ANCHORS W/ tOd x 1 ill" <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />HOLES, DO NOT USE 10d W <br />rn UPLIFT IS PRESENT. <br />Ly 1 <br />SECURE FLANGE TO <br />SLAB W/(4) 1 /4" x 21 /4" <br />LLIZ <br />p <br />x 3" 0: SEE SLAB SCHEDULE <br />G <br />K SEE SLAB SCHEDULE <br />TAPCONS <br />O' <br />TOP OF SLAB ° <br />TOP <br />OF SLAB . --s•�, <br />4• CHAMFER (1-STORY) <br />•: • <br />a <br />6"CHAMFER (2STORY) <br />a„�� <br />•gyp-_ _ • <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR W%D, BAR SIZE <br />ADDING' BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />BOLLARDt <br />MONOLITHIC FOUNDATION <br />�. INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />5 <br />6 <br />o <br />V <br />p SCALE:34"=1'0 (W/ UPLIFT) <br />SCALE:34"=,'-0" <br />SCALE:34'=1'0 <br />SCALE:34"=1'-0 (NO UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W116d 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 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />f <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />as <br />O <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB WI10d MASONRY NAIL <br />w <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />v a <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />(L <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />Z <br />• <br />- TOP OF SLAB <br />SEE SLAB SCHEDULE <br />�•: � <br />SEE SLAB SCHEDULE <br />TOP OF SLAB'a <br />• <br />"ISOLATED" COLUMN PAD <br />m <br />CENTERED UNDER WALL AND <br />• ° <br />POURED MONOLITHICALLY WITH <br />-- - - 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 />,U <br />COMBINED EXTERIOR MONO- <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />`� <br />,,, <br />L V <br />SCALE: <br />3/4"=1'-0" (NO UPLIFT) <br />SCALE: 3l4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774,6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />L AA B: 0003325 <br />f <br />ti <br />�a <br />atMDIV. ae LOT: <br />SILVERADO <br />LOT #36 <br />BLK #18 <br />PROJSCTp <br />04128.002-36181 <br />MODZX.0 <br />4EWB <br />"1499—FREEPORT" <br />GARAaS DTFMG: <br />LEFT <br />PADS: <br />DETAILS <br />150 PH EXP. B <br />