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3a' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />• <br />• -- — -, <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a <br />a <br />GARAGE DOOR <br />RECESS <br />FCORNER <br />i 8"CMU WALL <br />8" CMU WALL <br />BARS, SAME SIZE AS LARGER BAR <br />I <br />W e' <br />N I, $ <br />z� <br />IN FOUNDATION WITH 30" LEG EACH <br />m <br />+- U-4 <br />.. TOP OF SLAB <br />+- 0'-0" <br />F SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ... al SO THAT THE STEEL REINF. IS CONTINUOUS <br />4' <br />° <br />�.P <br />MATCH AMOUNT OF CONTINUOUS BARS <br />?k CURB FOR <br />SLAB SCHEDULE <br />EXT. PORCH SLAB 4" CHAMFER (1 STORY) <br />16' <br />•. <br />VARIESSEE <br />SEE SLAB SCHEDULE ARAGE <br />EXT. FOR SLAB <br />CONTINUOUS STEEL MONOLITHIC <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />- UNITS SET <br />Y:p. AT ELEV: <br />W/ 1/2" IS 6' CHAMFER (2STORV) <br />JOINT (WHERE < #q 2q <br />I 4" CHAMFER (1STORY) <br />W/ 1/z' ISOLATION 1 , e ° V CHAMFER (2STORY) <br />p,-0, <br />APPLICABLE) i SEE SCHEDULE 30' <br />JOINT(WHERE �. <br />APPLICABLE a SEE SCHEDULE <br />) <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />F FOR WrD, BAR SIZE <br />z FOR W D, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />F� AND BAR QUANTITY' <br />H 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 SCALE:34"=1'A" <br />SCALE:3/4"-T-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />q <br />O SCALE: 3l4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />z <br />g U POURED CELL <br />c 8"CMU <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />5 #4 REBAR 024" O.C. 0 CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />$ SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />i <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />�° <br />W � <br />WALL W/ SYP <br />2" CAPPED <br />NEW REINF. BAR <br />No 2 STUDS BEE PLANS FOR SECURE ST. PLATE TO SLAB W/ <br />GALVANIZED PIPE <br />S w SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE 10x9" WEDGE ANCHOR W/ 2" <br />_ <br />- <br />W/FLANGE 0 BASE <br />rcg I EPDXV, MIN. EMBED <br />7 <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />•.. <br />S.., UNO <br />PLATE EPDXY 5-1/2" EMBED. MIN. 0 16" OC <br />§ <br />FOLLOW F. <br />SIMPSON SPH4 OR SPH6 MAX. <br />.+ I 4"GONG., REINF. W/ <br />#10 WWM ON <br />to <br />SPEC CATIONS FOR <br />€ USE AND <br />( <br />BTM AND TOP PLATE <br />6"x6" <br />t I 6-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />PREPARATION OF <br />q- q <br />ANCHORS W/ 1Od x 1 10 <br />COMMON NAILS FILL ALL <br />VAPOR BARRIER ON <br />SLAB W/(4) 1/4" X 21/4" <br />HOLE. <br />HOLES, DO NOT USE 10d w <br />R •II I WELL -COMPACTED <br />TAPCONS <br />x 3' SEE SLAB SCHEDULE <br />CLEAN FILL TERMITE <br />o�O}' <br />TREATMENT SHALL BE <br />BORA-CARE <br />At <br />+ 0,-0„ <br />TOP OF SLAB <br />E° (2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />° <br />f <br />6" CHAMFER (2STORY) <br />s <br />•. <br />(2) #5 REBAR ON CHAIRS <br />e. <br />12" MIN. DEPTH INTO rc 2,000 PSF VIRGIN SOIL OR 95% <br />VIRGIMOR ENGINEERED SOIL COMPACTED SOIL <br />EQ. EQ. SEE SCHEDULE <br />SLAB HEIGHT LESS THAN 31S" PER PLAN <br />C BOLLARD <br />ADDING BAR T <br />FOR W0, BAR SIZE <br />N <br />EXTERIOR MONO DEEP <br />J SCALE. �4,_1,-D' <br />- <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />(W/ UPLIFT) <br />W/ BLOCK WALL <br />SFOOTING <br />SCALE 3/4"=l'-Y* <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ ISO COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48' <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND NAIL W/ COMMON <br />STEEL REINFORCING IN GROUTED <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />S <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />i <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />CL <br />CL <br />SLAB W/10tl MASONRY <br />NAIL 12" O/C STAGGERED. <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL <br />ADDITIONAL METAL <br />12' O/C STAGGERED. <br />ADDITIONAL METAL <br />g °d, <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />CONNECTORS NOT <br />REQUIRED WHEN <br />B" CMU WALL <br />UPLIFT IS PRESENT. <br />m <br />T. <br />UPLIFT IS PRESENT. <br />y <br />LINTEL CONT. TYP.) <br />SLAB SCHEDULE <br />B" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />SEE SLAB SCHEDULE2X <br />IPOUREDSEE <br />WALL FRAMING <br />+- 0-0' <br />OF SLAB <br />° SEE SLAB SCHEDULE <br />iRDIA. SIMPSON ST82 BOLTS 5"TOP <br />zMINIMUM <br />EMBEDMENT INTO <br />TOP OF SLAB <br />g "ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />\�•, <br />CENTERED UNDER WALL AND <br />16. O.C. VERTICALLY MAX <br />° <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />A <br />4 - 40 ° <br />a <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR S1ZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />EQ EQ. SEE SCHEDULE <br />AND BAR QUANTITY <br />FOR MO, BAR SIZE <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />9 SCALE: 3/4"=''-9(NO UPLIFT) <br />OTING AND COL. PAD <br />SE0 scALE:3a'=r-a' <br />BLOCK WALL CONNECTION S <br />11 SCALE 34"=1'-0 <br />(DNI�LVE: 34'=V-a' (NO UPLIFT) <br />1 N. RONALD REAGAN 81 <br />LONGWOOD, FL32750 <br />PH: 407.774.6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />V <br />Av <br />13 <br />In <br />W <br />x <br />0 <br />F-svlmm at LO°r: <br />ABBOTT PARK <br />LOT #2 <br />BLK #13 <br />PROJECT <br />04181.00 —02131 <br />MODEL& <br />4EBB <br />"1828—CAU" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH E . C <br />