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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />i STEEL REINFORCING IN GROUTED <br />s CELL SEE PLAN FOR SIZE AND <br />' — <br />�• y •' •- <br />• • , <br />g <br />SPACING REQUIREMENTS <br />_ <br />SPACING REQUIREMENTS <br />..•w <br />v <br />���ccc <br />u <br />�Q.•. T- '. '• <br />1• <br />r � GARAGE DOOR <br />RECESS <br />o" <br />F <br />8"CMU WALL, <br />8"CMU WALL.. <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />"°+ B' <br />R m <br />b f t- 0'-0" <br />J IN FOUNDATION WITH 39' LEG EACH <br />�: <br />m <br />.- 0'-0" <br />,r TOP OF SLAB - <br />!' 'e WAY AT ALL CHANGES IN DIRECTIONS <br />I ... • SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />J • <br />VA <br />_,I, MATCH AMOUNT OF CONTINUOUS BARS <br />• <br />+I <br />CURB FOR <br />MASONRY <br />SEE SLAB SCHEDULE <br />• a' BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB A 4"CHAMFER (1-STORY) <br />#3 16' <br />�( • <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB 4" CHAMFER <br />1, I� <br />•'-vi LL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />�:D, AT ELEV: <br />W/ it ISOLATION 6" CHAMFER (2-STORY) <br />JOINT (WHERE ♦ �. a� #4 24" <br />(1-STORY) <br />W/ 1/2" ISOLATION I�, � <br />"'7---''� 6' CHAMFER (2-STORY) <br />U-01, <br />APPLICABLE) i SEE SCHEDULE #5 30" <br />JOINT (WHERE a Y <br />APPLICABLE) 4 SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />f FOR MD, BAR SIZE <br />#6 11, <br />i FOR MD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />jV AND BAR OUANmY <br />AND BAR QUANTIY <br />NUMBER OF BARS (le. 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 />SCALE:3/4"=1'-0 <br />SCALE:3/4"=1'-0 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />1 <br />@ GARAGE <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'lY' <br />(1) #5 REBAR VERTICALLY W/GONG <br />w POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />o m6' CMU <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />5 4 REBAR @24 #" O.C. @ CENTER OF <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />$ SLAB <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />s S <br />o 5' <br />7' CAPPED <br />I NEW REINF. BAR <br />WALL W/ SYP <br />No 2 STUDS SEE PLANS FOR <br />x'u I I— <br />GALVANIZED PIPE <br />w <br />SECURED W/ 2-PART <br />PLATE TO SLAB W/ <br />SECURE EDGE ANCHOR W/7' <br />SPACING. SINGLE BTM. PLATE 1/2'k9" WED <br />W/FLANGE @BASE <br />yy EPDXY. MIN. EMBED <br />5 I <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />d <br />d 8", UNO <br />FOLLOW ALL MANF. <br />PLATE EPDXY 5-1Y7EMBED. MIN. @ 16' OC <br />• <br />• �� <br />M <br />z o <br />SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX. <br />H 4 4" CONC., REINF. W/ <br />USE AND <br />u B I <br />BTM AND TOP PLATE <br />.} 6 MI PO Y ETHYLENE <br />8-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />PREPARATION OF <br />4• 4• <br />ANCHORS W/ 10d x 1 1/7' <br />COMMON NAILS FILL ALL <br />w w VAPOR BARRIER <br />SLAB W/(4)1/4" X 21/4" <br />TAPCONS <br />HOLE. <br />HOLES, DO NOT USE 10d <br />W <br />A • WELL -COMPACTED <br />•�� 1 <br />x 3" SLAB SCHEDULE <br />� CLEANILLTERMITE <br />CLEAN FILL TERMITE <br />TREATMENT SHALL BE <br />AQ" <br />[SEE <br />- ' <br />BORA-CARE <br />1 y' <br />QQ' <br />TOP OF SLAB � • <br />(2) CONT. #4 REBAR <br />4" CHAMFER (1-STORY) <br />•' , <br />6" CHAMFER (2-STORY) <br />a.�� <br />(2) #5 REBAR ON CHAIRS <br />17, MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% <br />COMPACTEDSOIL <br />EQ, EO. <br />VIRGIN OR ENGINEERED SOIL ? <br />SEE SCHEDULE <br />FOR -D, MR SIZE <br />SLAB HEIGHT LESS THAN 3'8' T Q PER FUN <br />BOLLARD <br />AND BAR QUUANTRY <br />5 <br />ADDING BAR TO <br />EXTERIOR MONO DEEP <br />scALE:3/a"=1'-a' <br />MONOLITHIC FOUNDATION <br />CURB FOUNDATION WOOD WALL <br />W/BLOCK WALL <br />6 <br />7INTERIOR <br />_FOOTING <br />A <br />SCALE:3/4'=1'O" <br />6DALE 3/^"=1'-�' (VW UPLIFT) <br />SCALE: 3/4"=1' 0' <br />LAP TOP PLATE A MIN. OF 48" ----�� <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 46' <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND NAIL W/ 16tl COMMON <br />STEEL REINFORCING IN GROUTED <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 />PLANS FOR SPACING. SINGLE <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />BTM. PLATE TO BE PT, <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO <br />s <br />$ " <br />rc <br />PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL <br />NAIL 16' O/C STAGGERED. <br />ADDITIONAL METAL <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />49 <br />CONNECTORS NOT <br />CONNECTORS NOT <br />" <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />LINTEL CONT. (TYP.) <br />E SEE SLAB SCHEDULE <br />R^� <br />FILLED CELL (NP.) <br />R TOP OF SLAB <br />SLAB SCHEDULE <br />�•' <br />[` <br />IPOURED8"CMU <br />2X WALL FRAMING <br />-0'-0"SEE <br />• SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />OP OF SLAB .. .' <br />-b•�', , ,.a <br />._0-0 <br />i ♦ <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />i s <br />s "ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />.��` •ry,�.._.' <br />• <br />4 ' CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />• <br />-} POURED MONOLITHICALLY WITH <br />CCC999 <br />:♦ f <br />+ FOUNDATION AND SLAB <br />' I� d• <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR MO, BAR SIZE <br />Ea. Ea, SCHE <br />DULE EDULE <br />FOR MD, BAR SIZE <br />AND BAR OUANTIfY <br />� ./ AND BAR QUANTITY <br />,NL <br />FOR MD, BAR SIZE <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />$ B°ALE: 3/4"=''-V' (NO UPLIFT) <br />9 SCALE: 3/4''''.�' (NO UPLIFT) <br />Cjo' SCALE: 3/4"=1'-0" <br />I i SCALE: 3/4"=1'-0" <br />d N. RONALD REAGAN B1 <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX 407-774-4078 <br />www.a bdeBigngnwp.com <br />AA S: 0003325 <br />O <br />b <br />su=xv. & LOT: <br />ABBOTT PARK <br />LOT #9 <br />BLK #9 <br />PROJECT* <br />04181.000-09091 <br />MODEZZ <br />4EAB <br />"1672-ARIA" <br />GARAGE BWMCF: <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />