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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />2 <br />^ <br />STEEL REINFORCING IN GROUTED <br />+ .a <br />CELL SEE PLAN FOR SIZE AND <br />Q a. <br />0 <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />a_ <br />CL <br />G <br />SPACING REQUIREMENTS <br />I <br />SPACING <br />j1 <br />GARAGE DOOR <br />w <br />U <br />w <br />• <br />RECESS <br />U <br />v as <br />< <br />..I,a--_��. <br />FM• <br />g 0 <br />_ 00 z <br />8" CMU WALL <br />O rn <br />8" CMU WALL <br />I , . tKICORNER BARS, SAME SIZE AS LARGER BAR <br />w w B' <br />O <br />"4 <br />+- 0'-0• <br />° IN FOUNDATION WITH 30" LEG EACH <br />= <br />V-9, <br />- B WAY AT ALL CHANGES IN DIRECTIONSTOP <br />OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />_MATCH <br />AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />f - <br />�, <br />MASONRY <br />a <br />EXT. PORC <br />Iz <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1 STORY) <br />Yf SEE SLAB SCHEDULE TOP OF GARAGES <br />' <br />o I CONTINUOUS BTEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />UN SET <br />Itp. AT ELEV: <br />W/ 1/2" ISO <br />JOINT (WHEa <br />B" CHAMFER (2STORY) p3 16" <br />p4 Y4" <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION <br />I 4• CHAMFER (1STORY) <br />1 , 6" CHAMFER (2-STORY) <br />0'-0" <br />APPLICABL <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE <br />APPL�ABLE) <br />Z <br />�'` <br />�, --"'� ' EE SCHEDULE <br />4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, AR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iv <br />AND BAR QUANTITY <br />AND AR QUANTITY <br />NUMBER OF BARS (m. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42• <br />v <br />EXTERIOR MONO -FOOTING <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />D_'�_IEXTERIOR <br />SCALE:3/4"=V-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />3 <br />4 <br />SCALE: 3/4"=V-0" <br />SCALE: 314"=1'-0" <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL WI 16d COMMON <br />AND NAIL W/ I6d 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 />a. I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPEO <br />> NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE 8T. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />W/FLANGE@BASE <br />O SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />1/2'A" WEDGE ANCHOR W/2" <br />TO BE PT. PROVIDE DBL. TOP <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />p- EPDXY. MIN. EMBED <br />I <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE <br />8", UNO <br />54/ <br />PLATE <br />EPDXY 5A/2" EMBED. MIN. 16" OC <br />SLAB W/10d MASONRY <br />b <br />O FOLLOW ALL MANF. <br />= <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL i6" OIC STAGGERED. <br />in <br />= SPECIFICATIONS FOR <br />v7 ¢ I <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />SECURE FLANGE TO <br />CS USE AND <br />H PREPARATION OF <br />ANCHORS W/ 10d x 1 <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />SLAB W/(4) IW X 21W' <br />O HOLE. <br />ALL <br />COMMON NAILS FILL ALL U) <br />UPLIFT IS PRESENT. <br />TAPCONS <br />w = <br />HOLES, DO NOT USE 10d w <br />w <br />x T, = SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />TOP OF SLAB=AND <br />TOP OF SLAB4" <br />CHAMFER (1STORY) <br />6"CHAMFER (2-STORY)ULE <br />EQ. EQ. SEE SCHEDULE <br />WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 <br />ADDING BAR TO <br />NTITY <br />AND BAR QUANTITY <br />scALE:3a„=1'-0" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />6 scALE:3/a"=r-0" (NO UPLIFT) <br />SCALE:3/4"=V-a' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d 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 />g <br />WALL W/ SYP No 2 STUDS SEE <br />Q " <br />0- <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />BTM, PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/iod MASONRY NAIL <br />w <br />16.0/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />e a <br />CONNECTORS NOT <br />REQUIRED WHEN <br />w W <br />8"CMU WALL <br />UPLIFT IS PRESENT. <br />2 <br />+- 0'-0" <br />POURED LINTEL CONT. (TYR) <br />' ;: <br />','e•. IT' CMU FILLED CELL (TYP.) <br />. TOP OF SLAB <br />_I• <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />_ <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />+- 0'-0' <br />Z <br />Z <br />— <br />m <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />. a• <br />g <br />'ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />Fla <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR BAR SIZE <br />FOR WxD, AR SIZE <br />AND R AR QUANTITY <br />BA <br />AND AR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />WOOD WALL <br />FOOTING AND COL. PADBLOCK <br />WALL CONNECTION <br />(���INTERIORFOUNDATION <br />3/4"=1'-0" (NO UPLIFT) <br />"' <br />SCALE:3/<"=1'-0" <br />11 SCALE: 3/4"=1'-0" <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX- 407-7744078 <br />www.abdesigngroup.com <br />AA IF: 0003325 <br />F <br />14 <br />:+ <br />F <br />� <br />r <br />3 <br />'xr�ro <br />6 <br />kbk <br />6 <br />SVHDM & XOT: <br />ABBOTT PARK <br />LOT #3 <br />BLK #15 <br />PROJECT <br />04181.006-03151 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />