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- <br />- - - <br />- <br />- <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />• - .a <br />z <br />STEEL REINFORCING IN GROUTED <br />'� <br />g _ <br />STEEL REINFORCING IN GROUTED <br />— <br />rr <br />r <br />CELL SEE PLAN FOR SIZE AND <br />Q d <br />0 <br />CELL SEE PLAN FOR SIZE AND <br />.; .I' <br />o <br />a <br />SPACING REQUIREMENTS <br />Q�Q <br />SPACING REQUIREMENTS <br />GARAGE DOOR <br />Ww <br />RECESS <br />mJ <br />�a <br />K Q <br />FM <br />•' <br />g7 <br />d <br />N 2 <br />8" CMU WALL <br />8" CMU WALL <br />•� CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />W W <br />9• <br />m <br />ito <br />2 <br />a- 0'-U' <br />•'•�, <br />IN FOUNDATION WITH 30" LEG EACH <br />$ <br />W = <br />U <br />+- 0'-0" <br />- TOP OF SLAB <br />?. _I WAY AT ALL CHANGES IN DIRECTIONS <br />I `-) SO THAT THE STEEL REINF. IS CONTINUOUS <br />to y <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />° <br />EXT. PORCH SLAB <br />WI ISOLATION �. <br />-SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4"CHAMFER (1STORY) <br />#3 18" <br />-. <br />EXT. PORCH SLAB <br />- VARIE <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER <br />�•L•-If <br />v CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />i MASONRY <br />UNITS SET <br />'-=p+ AT ELEV: <br />1/2" <br />JOINT(WHERE a { {� <br />6" CHAMFER (25TORY) <br />#4 24" <br />W/ 1/Z' ISOLATION <br />- —a < <br />(I -STORY) <br />6"CHAMFER(2-STORY)• <br />p{p <br />APPLICABLE) 2 <br />SEE SCHEDULE #5 301, <br />JOINT WHERE {. { <br />( <br />APPLICABLE) Z ° <br />EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR MD, BAR SIZE „ <br />36' <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 (ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />#6 <br />2 <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />scALE:34"=1 0" <br />2 <br />SCALE:3/4"=1'-0 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />4 <br />SCALE'. 3l4'=1'-0" <br />SCALE: 34'=V-0' <br />? <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />U <br />- POURED CELL <br />❑ a <br />8"CMU <br />LAP TOP PLATE A MIN. OF 48" <br />a <br />AND NAIL W/ 16d COMMON <br />#4 REBAR ®24" O.C. 0 CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />S <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />Z <br />ZW <br />U• '� > <br />w <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />v 0 xv0 <br />O d I <br />WALL W/SYP <br />U <br />I <br />2" CAPPED <br />j 0. NEW REINF. BAR <br />00. <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ <br />GALVANIZED PIPE <br />SECURED W/ 2-PART <br />g <br />SPACING. SINGLE BTM. PLATE <br />1/Zk9" WEDGE ANCHOR WIT <br />W/FLANGE 0 BASE <br />d I EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />STRENGTHWASHER SET IN HIGH <br />,. °, <br />Q B', UNO <br />PLATE EPDXY 5-1/Z' EMBED. MIN. " OC <br />b <br />QQ ❑ FOLLOW ALL MANE. <br />T <br />SIMPSON SPH4 OR SPH6 MAX. <br />N <br />io <br />4" CONIC., REINF. W/ <br />Ij. - <br />6'16"#10WWMON <br />in <br />SPECIFICATIONS FOR <br />10 I <br />USEANO <br />BTM AND TOP PLATE - <br />= In <br />1 y <br />8-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />H PREPARATION OF <br />ANCHORS W/10dx112" <br />U W <br />VAPOR BARRIER ON <br />SLAB W/(4)1/4' X 21/4•' <br />L% HOLE. <br />COMMON NAIL' FILL ALL W <br />W <br />_0" <br />WELL -COMPACTED <br />I <br />TAPCONS <br />W <br />HOLES, DO NOT USE 10tl W <br />= Q <br />. - - CLEAN FILL TERMITE <br />I <br />w - <br />O} <br />x T, SLAB SCHEDULE <br />Q <br />TREATMENT SHALL BE <br />BORA-CARE0lY <br />e�i <br />-°$ .._... <br />[SEE <br />TOP OF SLAB . <br />(2) CONT.04 REBAR <br />CHAMFER (I -STORY) <br />F6' <br />h21 <br />CHAMFER (2-STORY) <br />.tl. °— <br />#5 REBAR ON CHAIRS <br />{ e. <br />a •� <br />12" MIN. DEPTH INTO <br />2,000 PSF VIRGIN SOIL OR 95%{ <br />VIRGIN OR ENGINEERED SOIL z <br />COMPACTED SOIL <br />EQ. EQ. SEE SCEDULE <br />HBAR <br />M O <br />FOR WxD SIZE <br />SLAB HEIGHT LESS THAN 3'4i' U <br />PER PLAN <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />scALE:a4"=1'-a' <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />W/ BLOCK WALL <br />`• <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />(FOOTING <br />(W/ UPLIFT) <br />!A)E: <br />LAP TOP PLATE A MIN. OF 49• --_.�� <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <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 />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2X6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING <br />WALL WI SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />Z <br />a <br />PLANS FOR SPACING. SINGLE <br />PLANS FOR SPACING. SINGLE <br />p <br />BTM. PLATE TO BE PT. <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />¢ W <br />Ri <br />SLAB W/10d MASONRY <br />NAIL 16" O/C STAGGERED. <br />16" O!C STAGGERED. <br />ADDITIONAL METAL <br />U <br />a <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />K IL <br />O <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />� Z <br />+' 0 <br />'• POURED LINTEL CONT. (TYP-) <br />W UPLIFT IS PRESENT. <br />'+{ 8- CMU FILLED CELL (TYP.) <br />_ TOP OF SLAB <br />Ir SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />la <br />2X WALL FRAMING <br />+- -0 <br />[SEE <br />Q <br />+- 0'-L7' <br />SEE SLAB SCHEDULE <br />IQ" DIA. SIMPSON STB2 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />TOP OF SLAB <br />g <br />"ISOLATED" COLUMN PAD <br />1 <br />GROUTED CELL, 4" FROM ENDS AND <br />< <br />b <br />d . CENTERED UNDER WALL AND <br />16, O.C. VERTICALLY MAX <br />< • <br />- POURED MONOLITHICALLY WITH <br />�° - <br />° <br />-� { <br />ri - - FOUNDATION AND SLAB <br />SEE DULE <br />e<{ .� <.- <br />SEE SCHEDULE <br />FOR WxD BAR SIZE <br />RWxD, ARSI <br />FOR MD, BAR SIZE <br />y/AND BAR QUANTITY <br />EQ. EQ. E SCHEDULE <br />AND BAR QUANTITY <br />I. <br />/1. <br />6� <br />FOR WXD, BAR SIZE <br />COMBINED EXTERIOR MONO- <br />APR <br />INTERIOR FRAME BRIG WALL TO g <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />�01 FOOTING AND COL. PAD <br />%� BLOCK WALL CONNECTION <br />A4 <br />INTERIOR CURB FOUNDATION WOOD WALL <br />g <br />scALE:34"=1'(M <br />� <br />(NO UPLIFT) <br />Iv SCALE:34"=1' Y' <br />I I SCALE: 3/4"=1'-0" <br />scALE: a-4"=r-o•• (NO UPLIFT) <br />1 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdaslgngroup.com <br />AA #: 0003325 <br />C <br />b <br />� <br />bk <br />6 <br />9ij <br />ABBOTT PARK <br />LOT #24 <br />BLK. #11 <br />PROJECT#► <br />04181.000-24112 <br />MODEli <br />4EBB <br />"1828-CALI" <br />GARAGE awING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />