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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />} <br />STEEL REINFORCING IN GROUTED <br />_i <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />­7 — <br />, .�',• i, <br />E <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />d�d _ <br />6 <br />SPACING REQUIREMENTS_ <br />PI- <br /><la' <br />11 <br />•I ."_.. -°-`� ... <br />GARAGE DOOR <br />RECESS <br />mV <br />o <br />�4 <br />' <br />I <br />• � <br />y <br />9- <br />8" CMU WALL <br />8"CMU WALL <br />{I I CORNER BARS, SAME SIZE AS LARGER BAR <br />w <br />fI� <br />. I IN FOUNDATION WITH 3W' LEG EACH <br />I' <br />a y <br />• <br />i <br />+- <br />d ' WAY AT ALL CHANGES DIRECTIONS <br />Q' <br />� TOP OF SLAB <br />TOP OF SLAB <br />. S <br />.. P SO THAT THE STEEL REINF. IS CONTINUOUS <br />I I <br />. <br />jam—' <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB <br />. ., <br />EXT. PORCH SLAB <br />• • <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (iSTORY)-P <br />#3 18" <br />' <br />EXT. PORCH SLAB <br />.•{ <br />' SEE SLAB SCHEDULE TOP OF GARAGE <br />(w <br />a CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />I <br />UNITS SET <br />AT ELEV: <br />W/ 1/2" ISO-ATIpJ <br />8" CHAMFER (2-STORY) <br />W/ 1/2" ISOLATION <br />4" CHAMFER (I -STORY) <br />• 6" CHAMFER (2-STORY) <br />0'-0' <br />JOINT (WHERE i <br />APPLICABLE) <br />• #4 24" <br />SEE SCHEDULE #5 30" <br />JOINT(WHERE <br />APPLICABLE ) <br />• <br />#, SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />z <br />FOR W.D, BAR SRE <br />#8 36"47 <br />FOR MD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />I., <br />AND BAR QUANTITY <br />� <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 47' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />2 <br />CORNER BARS DETAIL <br />OPENING <br />scALE'34'=r-°' <br />GARAGsDALE:34"=1'-r' <br />@ E <br />3 <br />G)PD20PO�R <br />SCALE: 3l4"=1'-0" <br />SCALE: 3/4"=1'-0' <br />(1) 05 REBAR VERTICALLY W/CONC. <br />w <br />POURED CELL <br />o <br />8" CMU <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />5 <br />#4 REBAR 024" O.C.0 CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />OF WALL W/ PLAN <br />SLAB <br />LAP TO OCCUR OVER STUD <br />s <br />5' <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />2" CAPPED <br />I <br />NEW REINF. BAR ' <br />PLANS FOR SPACING, SINGLE <br />GALVANIZED PIPE <br />SECURED W/2-PART <br />BTM. PLATETOBEPT. <br />W/FLANGE 0 BASE <br />°� I EPDXY. MIN. EMBED <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />8", UNO <br />SLAB W/10d MASONRY <br />• •'a' <br />b <br />i S FOLLOW ALL MANF. <br />NAIL 12" O1C STAGGERED. <br />H 4 " CONC., REINF. W/ <br />M <br />w I SPECIFICATIONS FOR <br />s <br />ADDITIONAL METAL <br />'W" #10 VWW ON <br />USE AND <br />CONNECTORSNOT <br />i -MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />i PREPARATION OF <br />REQUIRED WHEN NO <br />O <br />w VAPOR BARRIER ON <br />w <br />SLAB W/(4) 114" X 2 1/4' <br />a" 4- HOLE, <br />UPLIFT IS PRESENT. <br />= <br />a • I•' 1-� WELL-COMPACTED <br />TAPCONS <br />SLAB SCHEDULE <br />CLEAN FILL TERMITE <br />< <br />o } <br />6 <br />a <br />11 <br />TREATMENT SHALL BE <br />[SEE <br />BORA-CARE <br />, Q <br />TOP OF SLAB . <br />(2) CONT. ft4 REBAR <br />4" CHAMFER (iSTORV) <br />e <br />. <br />f <br />6" CHAMFER (2-STORY) <br />a <br />1 - <br />.`l ` .• ' (2) #5 REBAR ON CHAIRS <br />• .;' <br />e- <br />• <br />2,000 PSF VIRGIN SOIL OR 95% <br />12" MIN. DEPTH INTO <br />,� COMPACTED SOIL <br />�,2 <br />EQ. EQ. <br />SEE SCHEWLE <br />VRGIN OR ENGINEERED SOIL <br />SIRS HEIGHT LESS THAN T-6' <br />F, 2S PER PLAN <br />5 <br />BOLLARD <br />ADDING BAR TO <br />FOR W.D, BAR SIZE <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />scALE:3/a'=r-a• <br />MONOLITHIC FOUNDATION <br />6 scALE:3/4"="°" <br />8INTERIOR CURB FOUNDATION WOOD WALL <br />scALE:3l4"=,'-D" <br />(NO UPLIFT) <br />FOOTING W/ BLOCK WALL <br />A <br />SCALE: 3/4"=1' 0" <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 />2x4 OR 24 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECUREST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />12" O/C STAGGERED. <br />ADDITIONALMETAL <br />0 H <br />CONNECTORS NOT <br />�, <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />-�p•' 8" CMU FILLED CELL(TYP.) <br />b <br />• TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />.I• <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5' <br />+-0'-0 <br />2!.e, <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />f <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />}, <br />CENTERED UNDER WALLAND <br />16" O.C. VERTICALLY MAX <br />• <br />•' • <br />=-.--�� POURED MONOLITHICALLYWTH <br />°i <br />-'— — - FOUNDATION AND SLAB <br />SEE SCHEWLE <br />SEE SCHEDULE <br />FOR WxD. BAR SIZE <br />FOR WAD, BAR SIZE <br />,/ AND BAR QUANTTY <br />C <br />AND BAR QUANm <br />C <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />9 <br />SCALE: 3/4"=1'-0' <br />10 <br />SCALE:34"=1'-a' <br />�1 scALs'3a°=1'-a' <br />(NO UPLIFT) <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />W W W.abdes4Mgroup.com <br />AA #: 0003325 <br />Y <br />S <br />6 <br />o <br />� <br />svaDIV. a LoT: <br />ABBOTT PARK <br />LOT# 4 <br />BLK. 13 <br />PROJECT# <br />04181.000-04131 <br />MODr. l <br />4EAB <br />"1672— ARIA" <br />GARAOX awixo: <br />RIGHT <br />PADS: <br />DETAILS <br />160 MPH EKP. C <br />DATM 09/21/21 <br />SCALE: 1/4"=1'-0" <br />spimm <br />S1.1A <br />