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3� <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}}z <br />STEEL REINFORCING IN GROUTED <br />i STEEL REINFORCING IN GROUTED <br />— <br />CELL SEE PLAN FOR SIZE AND <br />g ,-, _I CELL SEE PLAN FOR SIZE AND <br />c P > <br />SPACING REQUIREMENTS <br />g SPACING REQUIREMENTS <br />. <br />o <br />GARAGE DOOR <br />. ..'S <br />RECESS <br />aI6,r <br />• FM <br />1 <br />o CMU WALL <br />e" <br />e"CMU WALL <br />, .I CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />� <br />B' <br />0-0' <br />IN FOUNDATION WITH 30' LEG EACH <br />-B '� <br />- TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ... •I SO THAT THE STEEL REINF. IS CONTINUOUS <br />v <br />TOP OF SLAB <br />Ij <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />` SEE SLAB SCHEDULE <br />° BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB 4"CHAMFER (1STORY) <br />#3 16' <br />- VARIESIf <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB <br />CHAMFER(iSTORY)JOINT <br />7AN <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />N MASONRY <br />UNITS SET <br />- �=p. AT ELEV: <br />W/ 1/2' ISOLATION 6" CHAMFER (2-STORY) <br />(WHERE • • #4 24" <br />W/ 1/2"ISOLATION <br />CHAMFER (2570RY)���APPLICABLE) <br />SEE SCHEDULE #5 30' <br />JOINT (WHERE <br />APPLICABE) E SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WhD, BAR SIZE <br />AND BAR QUANTITY #6 35' <br />WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR QUANTITY <br />>v <br />NUMBER OF BARS Oe.2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />n <br />GARAGE SCALE 34"=1'-0' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: 3/4"=1'-0' <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />g POURED CELL <br />B" CMU <br />LAP TOP PLATE A MIN. OF 48" <br />g <br />AND NAIL W/ 16d COMMON <br />u� 04 REBAR @24" O.C. CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />$ SLAB <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />i� <br />i <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />I <br />WALL W! SYP <br />I' <br />2' CAPPED <br />w NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />GALVANIZED PIPE <br />5. SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE 1/2'W' WEDGE ANCHOR W/ 2' <br />W/FLANGE 0 BASE <br />a °- I EPDXY. MIN. EMBED <br />5 <br />TO BE PT. PROVIDE OBL. TOP <br />WA SHER SET IN HIGH STRENGTH <br />8", LINO <br />PLATE <br />EPDXY 5-10EMBED. MIN. @16"OC <br />4 <br />FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />4" CONIC., REINF. W/ <br />n <br />SPECIFICATIONS FOR <br />s <br />I <br />BTM AND TOP PLATE <br />M 6"x6" #10 WWM ON <br />7 <br />6-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />USE AND <br />i1 PREPARATION OF <br />ANCHORS W/ 10d x 1 W" <br />u VAPOR BARRIER ON <br />SLAB W/(4) 1/4" X 2 1/4" <br />w g 4�' 4 HOLE. <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d <br />a WELL -COMPACTED <br />TAPCONS <br />x 3" SLAB SCHEDULE <br />CLEAN FILL TERMITE <br />} <br />TREATMENT SHALL BE <br />° BORA-CARE <br />a <br />fl;l:t <br />+- 0 <br />S� <br />Qy <br />R' <br />TOP <br />O <br />OF SLAB <br />(2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />f <br />6" CHAMFER (2-STORY)(2) <br />#5 REBAR ON CHAIRS <br />12' MIN. DEPTH INTO z 2,000 PSF VIRGIN SOIL OR 95% <br />VIRGIN OR ENGINEERED SOIL COMPACTED SOIL <br />in U <br />EQ. E0. SEE SCHEDULE <br />FOR -D, BAR SIZE <br />SLAB HEIGHT LESS THAN 3'8" PER PLAN <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />SQALE:34"=,'.o" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />7 <br />/ <br />FOOTING W/ BLOCK WALL <br />SCALE 34"=1'-0" <br />SCALE' 8/4"=T-0" <br />(W/ UPLIFT) <br />1A SCALE: 3/4"=1' 0' <br />LAP TOP PLATE A MIN. OF 48"-----.�� <br />AND NAIL W/ COMMON <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48' <br />NAILS, 2-ROWS,S, 4" O/C BTM. <br />OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />214 OR 216 WOOD BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE BTPLATE TO <br />SLAB W/10d MASONRY <br />BTM. PLATE TO BE PT. . <br />PROVIDE DBL. TOP PLATE SLAB WMASONRY NAIL <br />NAIL 16" O/C STAGGERED. <br />16" O!C STAGGERED. <br />GGERED. <br />u <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />y <br />CONNECTORS NOT <br />CONNECTORS NOT <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />i <br />POURED LINTEL CONT. (TYP.) <br />8"CMU FILLED CELL (TYP.) <br />6 <br />TOP OF RI AS <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />,I <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/Z' DIA SIMPSON STS2 BOLTS 5" <br />TOP OF SLAB _�\ <br />+ 0'-0" <br />i <br />o <br />"ISOLATED" <br />MINIMUM EMBEDMENT INTO <br />° <br />TOP OF SLAB <br />a'CENTERED <br />COLUMN PAD <br />UNDER WALL AND <br />GROUTED CELL, 4" FROM ENDS AND <br />16' O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />ZEQ,E. <br />FOUNDATION AND SLABSEE <br />SEE SCHEDULE <br />SCHEDULE <br />FORWdD, BARSIZE <br />FOR MD, BAR SIZE <br />. AND BAR QUANTITY <br />SEE SCHEDULE <br />AND BAR QUANTITY <br />,AL <br />FOR. BAR 'SIZE <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />= SCALE: 3f4"=,'-O" (NO UPLIFT) <br />9 SCALE: 3/4"=T4' (NO UPLIFT) <br />10 <br />Ii N. RONALD REAGAN Bl <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />a <br />auDD:v. & Lr 7 <br />ABBOTT PARK <br />LOT #11 <br />BLK. #9 <br />PROJECT# <br />04181.000-11091 <br />MODELS <br />4EBB <br />°1828—CALL" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH E C <br />