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30" <br />MMMIN <br />MIN. EACH WAY <br />FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />tMONOL11HIC <br />wSPACING <br />Y <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />9 ^, <br />5 2 <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS6GARAGE <br />I I. '�• <br />DOOR <br />RECESS <br />FM <br />•. <br />4 <br />• <br />8 CMU WALL <br />�, <br />8" CMU WALL <br />• .I CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />e. <br />m <br />z <br />_ <br />• •I I/ I� IN FOUNDATION WITH 30" LEG EACH <br />'� H <br />+- <br />° -- ° TOP OF SLAB <br />.-., <br />WAY AT ALL CHANGES IN DIRECTIONS <br />c <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />s <br />TOP OF SLAB <br />.. ° - <br />—+ <br />�+ <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />° <br />° <br />EXT. PORCH SLAB <br /><. <br />SE E SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1-STORY) <br />18" <br />EXT PORCH SLAB <br />-VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />f <br />' - o. I > Ia CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />/:p, AT ELEV: <br />W! 12 ISOLATION ° <br />JOINT (WHERE • • <br />6" CHAMFER (2STORY) <br />#4 24" <br />W/ 12' IS <br />a <br />4"CHAMFER (15TORV) <br />6" CHAMFER (2-STORY) <br />APPLICABLE i <br />SEE SCHEDULE #5 30' <br />JOINTWHERE •?—� <br />APPLICABLE) a <br />SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WtD, BAR SIZE <br />#6 36' <br />i <br />FOR WAD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />N <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 1 47' <br />EXTER <br />%,"�EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />cOR�MONO-FOOTING <br />CORNER BARS DETAIL3 <br />DOOR OPENING <br />GARAGE t D <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />z <br />U <br />POURED CELL <br />ash <br />8" CMU <br />LAP TOP PLATE A MIN, OF 48" <br />g <br />AND NAIL W/ 16d COMMON:11 <br />ul 5 <br />#4 REBAR @24" O.C. CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />a <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL WI PLAN <br />f <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />J <br />I <br />WALL W/ SYP <br />t <br />3 NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />SECURED W/ 2- PART <br />o <br />SPACING. SINGLE BTM. PLATE 1/7W" WEDGE ANCHOR W/ Z' <br />2" CAPPED <br />u <br />5 EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />°y <br />GALVANIZED PIPE <br />j 8", LINO <br />S FOLLOW ALL MANF. <br />PLATE EPDXY 5-12' EMBED. MIN. @ 16" OC <br />4" CONC., REINF. W/ <br />W/FLANGE BASE <br />y SPECIFICATIONS FOR <br />I <br />SIMPSON SPH4 SPH6 MAX <br />TE <br />BTM AND TOP PLATE <br />6'W#10 WWM ON <br />{ ° <br />USEAND <br />ANCHORS W/ 10d x 1 <br />6-MIL POLY ETHYLENE <br />;� <br />w PREPARATION OF <br />4' 4' <br />A' I <br />COMMON NAILS FILL LL <br />A <br />a w <br />VAPOR BARRIER ON <br />HOLE. <br />HOLES, DO NOT USE 10tl � <br />¢ <br />• II 1-d WELL -COMPACTED <br />° <br />SECURE FLANGE TO <br />x 3" rc SLAB SCHEDULE <br />> <br />T <br />CLEAN FILL TERMITE <br />SLAB W/(4) 114" X 2 114" <br />} <br />a <br />TREATMENT SHALL BE <br />TAPCONS <br />?O <br />[SEE <br />+- -0' <br />0 <br />BORA-CARE <br />T <br />TOP OF SLAB <br />(2) CONT. #4 REBAR <br />4" CHAMFER (I-STORY) <br />S' CHAMFER (2-STORY) <br />a <br />•° ° (2) #5 REBAR ON CHAIRS <br />I. z <br />N 12" MDEPTH INTO <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQEQ. <br />VIRGIN OR ENGINEERED SOIL <br />ti <br />COMPACTED SOIL <br />. SEE SCHEDULE <br />FOR MD, BAR SIZE <br />SLAB HEIGHT LESS THAN 3-6" <br />PER PLAN <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />5 <br />6 <br />7 scALE:34'=r-a' (W/ UPLIFT) <br />scALE:3a"=r-0 <br />scAE:3/4"=r-a' <br />s7pn=�2� <br />LAP TOP PLATE A MIN. OF 46" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />11 <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 />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />NAILS, 2-ROWS, 4" O/C BTM. <br />LAP TO OCCUR OVER STUD <br />VERIFY HEIGHT <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />BTM, PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PROVIDE DBL TOP PLATESECURE <br />BIT. PLATE TO <br />PLANS FOR SPACING. SIN <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />a n <br />SLAB W/lOd MASONRY <br />PROVIDE DBL TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />NAIL 12' O/C STAGGERED. <br />ADDITIONAL <br />12" O/C STAGGERED. <br />METAL <br />CONNECTORS NOT <br />rl— <br />ADDITIONAL METAL <br />REQUIRED WHEN NO <br />CONNECTORS <br />REQUIRED WHEN NO <br />�, 8"CMU WALL <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />+- 0'-0' <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />IPOURED <br />12' DIA. SIMPSON STB2 BOLTS 5" <br />TOP OF SLAB <br />-�, <br />i <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />ISOLATED' COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />�..._° ° <br />b CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />° <br />— �� POURED MONOLITHICALLY WITH <br />- FOUNDATION AND BLAB <br />74 <br />4 • - a <br />:FO <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WiO, BAR SIZE <br />EQ. EQ. <br />FOR WtQ BAR SIZE <br />./ AND BAR QUANTITY <br />E <br />SIZE <br />AND BAR QUANTITY <br />/AL <br />TITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />8 INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION <br />9 SCALE: 3/4"=l'-0r' <br />WOOD WALL <br />FOOTING AND COL. PAD <br />10 SCALE: 3/4„=1'-0" <br />BLOCK WALL CONNECTION <br />11 <br />scALE: 3/4"=V-0" <br />(NO UPLIFT) <br />(NO UPLIFT) <br />SCALE: 3/4"=1'-0' <br />1 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />W W W.abdesigngroup.com <br />AA #: 0003325 <br />4 <br />y <br />14 <br />i <br />44 <br />y <br />O <br />� <br />m <br />93 <br />9 <br />a <br />9 <br />� <br />pp <br />9 <br />SUHDrv. & LOT <br />ABBOTT PARK <br />LOT#4 BLK#14 <br />PHASE 4C <br />PROJECT# <br />04181.04C-04141 <br />MODEU <br />4EAB <br />"1672-ARIA" <br />GARAGE BW MG: <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />DRINT <br />A 10/26/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />