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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />— — <br />7 , <br />CELL SEE PLAN FOR SIZE AND <br />CELL SEE PLAN FOR SIZE AND <br />v <br />.rjr <br />�1 <br />s <br />d SPACING REQUIREMENTS <br />�' SPACING REQUIREMENTS <br />�c <br />B <br />�' <br />�. '� ° <br />r^ GARAGE DOOR <br />RECESS <br />FM <br />8"CMU WALL <br />�, 8" CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />w e' <br />• .-0'•O' <br />IN FOUNDATION WITH 30" LEG EACH <br />H <br />,_ °•-0. <br />4 WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />TOP OF SLAB <br />I , SO THAT THE STEEL REINF. IS CONTINUOUS <br />° <br />�Yy <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I ° °I. <br />CURB FOR <br />SEE SLAB SCHEDULE <br />a BAR SIZE 48 BAR DIA. <br />< <br />EXT. PORCH SLAB 4"CHAMFER (iSTORY) <br />#3 1S, <br />-VARIES <br />TOP OF GARAGE <br />SEE SLAB SCHEDULE <br />EXT. PORCH SLAB 4" CHAMFER (1-STORY) <br />I • .ILL' <br />CONTINUOUS STEEL MONOLITHIC <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />/�, AT ELEV: <br />W/ 1/T ISOLATION 6" CHAMFER (2-STORY) <br />JOINT (WHERE � ' ` #q 24,• <br />< <br />W/ 1/2" ISOLATION S' CHAMFER (2-STORY) <br />e <br />0'-0" <br />APPLICABLE i BE SCHEDULE #5 30" <br />JOINT WHERE <br />( ' SEE SCHEDULE <br />APPLICABLE) 4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />f FOR WiD, MR SIZE <br />#6 <br />z FOR wxD, BAR slzE <br />f <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />7V AND BAR QUANfnY <br />AND BAR QUANfnY <br />N <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE3 <br />1 3CALE:3/4"=T-0" <br />2 @ GARAGE 6QALE'3""=''-°' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: 3/4"=1'41 <br />(1) #.5 REBAR VERTICALLY W/ CONC. <br />E <br />POURED CELL <br />u <br />n <br />8" CMU <br />#4 REBAR @24" O.C. 0 CENTER OF <br />STEEL REINFORCING IN GROUTED <br />SLAB <br />CELL SEE PLAN FOR SIZE AND <br />9 <br />SPACING REQUIREMENTS <br />� SE NEW REINF. BAR <br />s I SECURED W/ 2- PART <br />yy EPDXY. MIN. EMBED <br />_ <br />_ <br />S d <br />2" CAPPED <br />GALVANIZED PIPE <br />1 8", UNO <br />g <br />W/FLANGE BABE <br />125 FOLLOW ALL MANF. <br />4 u <br />4" CONC., REINF. W/ <br />SPECIFICATIONS FOR <br />I <br />a� <br />6'k6' #10 WWM ON <br />>P <br />USE AND <br />PREPARATION OF, <br />8" CMU WALL <br />6-MIL POLY ETHYLENE <br />52 VAPOR BARRIER ON <br />m <br />a HOLE. <br />,y <br />• II '•D WELL -COMPACTED <br />SECURE FLANGE TO <br />TOP O F SlA6 <br />CLEAN FILL TERMITE <br />SLAB W/(4) 1/4" X 21/4" <br />p }'. <br />I• <br />1 <br />I TREATMENT SHALL BE <br />TAPCONS <br />�• ,¢O <br />BORA-CARE <br />SEE SLAB SCHEDULE <br />(2) CONT. #4 REBAR <br />t <br />eQ` <br />4" CHAMFER (1STORY) <br />6" CHAMFER (2-STORY) <br />z <br />'ISOLATED' COLUMN PAD <br />b ° CENTERED UNDER WALL AND <br />POURED I LY WITH <br />(2) #5 REBAR ON CHAIRS <br />• .e <br />_ T�' FOUNDATION AND SIlCA�6 <br />a <br />SEE SCHEDULE <br />2,000 PSF VIRGIN SOIL OR 95% <br />12' MIN. DEPTH INTO <br />FOR BAR EA <br />AND BAR QUANRSn V <br />TIT <br />COMPACTED SOIL <br />VIRGIN OR ENGINEERED SOIL <br />SLAB HEIGHT LESS THAN 3'£' pER PLAN <br />ADDING BAR TO <br />COMBINED EXTERIOR MONO - <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />FOOTING AND COL. PAD <br />6SCALE: <br />3/4"=1'-0"7SE022���� <br />LAP TOP PLATE A MIN. OF 48" — <br />LAP TOP PLATE A MIN. OF 48" ----_� <br />AND NAIL W/ COMMON <br />VERIFY HEIGHT <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />OF WALL W/ PLAN <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />LAP OCCUR OVER STUD OF WALL W/ PLAN <br />214 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />20 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />BTM. PLATE TO P SECURE BT. PLATE TO <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />O L SLAB W/10d MASONRY NAIL <br />PROVIDE DBL. TOP PLATE <br />SLAB W110d MASONRY <br />17' O/C STAGGERED. <br />NAIL 17' 0/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />W <br />8" CMU FILLED CELL (TYP.) <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />+-0.4 <br />_ -0�� <br />_ <br />, i/Y' DIA. SIMPSON ST82 BOLTS 5" <br />TOP OF SLAB��.: <br />TOP OF SLAB _ - a • <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />_e' <br />16" O.C. VERTICALLY MAX <br />e <br />SEE SCHEDULE <br />FOR MD BAR SIZESAR <br />� AND BAR QUANTRY <br />Ea. EQ, SEE SCHEDULE <br />FOR MD, BAR SIZE <br />AND BARQUANmY <br />%INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />8 INTERIOR CURB FOUNDATION WOOD WALL <br />9 SCALE:3/4"=l'-W (NO UPLIFT) <br />K WALL CONNECTIONCj_��O <br />SCALE: " <br />1441 N. RONALD REAGAN St <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />Mrww.a bdeslgngroup.com <br />L AA #: 0003325 <br />a <br />�i <br />m <br />yZ6► <br />u <br />m <br />� <br />Q <br />�0 <br />q <br />q <br />1pQ�lp�11 <br />�pj <br />•W��jj <br />�pW <br />�pW <br />g <br />A <br />Q <br />•: <br />Q <br />c <br />w <br />1eC <br />0 <br />�S <br />Q <br />a LOT <br />BLK #13 <br />PHASE #4B <br />PROJECT# <br />04181.04 B-13131 <br />MODE71 <br />E401 <br />"2828-ENSLEY" <br />GARAGE BVIING: <br />LEFT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />