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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />g <br />STEEL REINFORCING IN GROUTED <br />Z <br />"e <br />STEEL REINFORCING IN GROUTED <br />{rT` r <br />•• ,' <br />CELL SEE PLAN FOR SIZE AND <br />d <br />CELL SEE PLAN FOR SIZE AND <br />.�.rI <br />11 ' '•!� • •. ' p� •- <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />. <br />{I '— — <br />m <br />{' <br />GARAGE DOOR <br />Q w <br />U W <br />1#.r...r._,.p-.,: • <br />w RECESS <br />of U <br />a <br />y <br />I p + LFM " <br />r <br />S� <br />m CL Z <br />io <br />8"CMU WALL <br />O <br />8" CMU WALL <br />• . 1 CORNER BARS, SAME SIZE AS LARGER BAR <br />I I <br />W W g" <br />O <br />`io' <br />b Z <br />IN FOUNDATION WITH 30" LEG EACH <br />w = <br />+- •-0" <br />O • WAY AT ALL CHANGES IN DIRECTIONS <br />y <br />- TOP OF SLAB <br />70P OF SLAB <br />SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />' <br />`+ • •• <br />_ MATCH AMOUNT OF CONTINUOUS BARS <br />•I • <br />CURB FOR <br />• <br />• 4 <br />EXT. PORCH SLAB <br />BEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4"CHAMFER (1STORY) <br />#3 18" <br />: �� <br />- <br />EXT. PORCH SLAB <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />.'•I� I� <br />, u <br />•"a. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />'' <br />MASONRY <br />UNITS SET <br />rip, AT ELEV: <br />W/ 12" ISOLATION <br />JOINT (WHERE ' 4•. •� <br />8" CHAMFER (2STORV) <br />#4 24" <br />W/ V2" ISOLATION IL. . • <br />4" CHAMFER (I -STORY) <br />8"CHAMFER (2STORY)% <br />p-0, <br />APPLICABLE) Z <br />SEE SCHEDULE <br />#5 30" <br />JOINT (VMERE /! i <br />APPLICABLE) 2 4 <br />EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />g <br />FOR WxD, BAR SIZE <br />##8T <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCAlE:3/4'=1'0 <br />@ GARAGE <br />SCALE:3/4"=V-T <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3!4"=1'-0" <br />SCALE: 3/4"=1'-fY' <br />? <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />g U <br />POURED CELL <br />a d <br />8 CMU <br />LAP TOP PLATE A MIN. OF 48" <br />a. y <br />AND NAIL W/ 16d COMMON <br />911 <br />#4 REBAR �24" O.C. @ CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />g <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />Om <br />Z a <br />w <br />w01 <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />O` U <br />W IL <br />WALL W/ SYP <br />I <br />2"CAPPED <br />O NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />GALVANIZED PIPE <br />W/FLANGE ® BASE <br />O 0. SECURED W12- PART <br />4 g EPDXY. MIN. EMBED <br />SPACING, SINGLE BTM. PLATE <br />TO BE PT. PROVIDE DBL. TOP 1/2'k9" WEDGE ANCHOR W/ 2' <br />•..-4• <br />4 <br />Q 8", LINO <br />Q 0 FOLLOW ALL MANF. <br />PLATE WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/'Z' EMBED. MIN. 0216" OC <br />W ill <br />4" CONC., REINF. W/ <br />I <br />M <br />S SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX. <br />1- <br />f 'x5' #10 VWVM ON <br />CO Q <br />USE AND <br />= m I <br />BTM AND TOP PLATE <br />ANCHORS W/ 1 1/Z' <br />2 y <br />MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4" X 21M" <br />I- eo PREPARATION OF <br />O `T HOLE. <br />S FILL <br />COMMON NAILS FILL ALL <br />w�� <br />-0VAPOR BARRIER ON <br />J'I <br />TAPCONS <br />2 <br />HOLES, DO NOT USE 10d <br />S Q <br />• WELL -COMPACTED <br />x 3" BEE SLAB SCHEDULE <br />CLEAN FILL TERMITE <br />Q <br />TREATMENT SHALL BE <br />4 <br />m <br />Q <br />+- 0'-0" <br />t' BORA-CARE <br />�u�• <br />�PQ- <br />TOP OF SLAB 4.i <br />a�� <br />' (2) CONT. #4 REBAR'-� <br />4"CHAMFER (1-STORY) <br />•' <br />•. <br />• f <br />5' CHAMFER (2-STORY) <br />, <br />4.� <br />' 4 (2) #5 REBAR ON CHAIRS <br />• • <br />DEPTH INTO Z <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. EE SCHEDULE <br />V IRGMIN. <br />VIN OR ENGINEERED SOIL g <br />MU <br />COMPACTED SOIL <br />FOR WXD, BAR SIZE <br />SLAB HEIGHT LESS THAN 31, <br />PER PLAN <br />BOLLARD <br />J <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />SCALE: 3/4"=1'-0' <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />FOOTING W/ BLOCK WALL <br />C <br />V SCALE:3l4"=1'-0 <br />BQALE:3/a"=ra' (W/ UPLIFT) <br />1A <br />SCALE: 3/4"=T-0" <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48' <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <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 />2x4 OR 2K8 WOOD BEARING <br />PROVIDE BLOCKING <br />LAP TO OCCUR OVER STUD <br />Of WALL W/ PLAN <br />SPACING REQUIREMENTS <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />g <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />g a <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />O <br />SLAB W/tOd MASONRY <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10tl MASONRY NAIL <br />m w <br />NAIL 15' O/C STAGGERED, <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />ro J <br />v <br />CONNECTORS NOT <br />CONNECTORS NOT <br />IL <br />y <br />WHEN NO <br />REQUIRED WHEN <br />8" CMU WALL <br />toUPLIFT IS PRESENT. <br />SLAB SCHEDULE <br />UPLIFT IS PRESENT. <br />� Z <br />+-0'-0" <br />" POURED LINTEL CONT. (TYP.) <br />,. 8" CMU FILLED CELL(TYP.) <br />TOP Of BLAB•'" <br />Ir <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />+ O,-0„ <br />TOP OF SLAB .: <br />[SEE <br />• " <br />t _ <br />Z ,.:. SEE SLAB SCHEDULE <br />5' <br />: ., <br />n <br />' 0 <br />Z <br />MINIMUM MSEDMENT I TOTS <br />TOP OF 9LA8'a• <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />'�4_ •��J.. .. 4. F. <br />°'• CENTERED UNDER WALL AND <br />16'O.C. VERTICALLY MAX <br />• <br />• • <br />POURED MONOLITHICALLY WITH <br />- - FOUNDATION AND SLAB <br />e_� "a •• <br />4 SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />EQ. EQ, EE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />Jam. <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />r_._'�INTERIOR CURB <br />FOUNDATION WOOD WALL <br />11NTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING <br />' SCALE: 3/4"=T-U (NO UPLIFT) <br />AND COL. PAD <br />SCALE: 3/4' 14' <br />S <br />BLOCK WALL CONNECTION <br />11 SCALE: 3/4' T-U' <br />BCALE:34"=,'�' (NO UPLIFT) <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.7746078 <br />FAX: 407-7744078 <br />ww"bdealgngroup.com <br />L AA #: 0003325 J <br />1 <br />si6q <br />I:j <br />d <br />b <br />m <br />C <br />