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So, <br />MIN, EACH WAY <br />MONOLITHIC FOOTING <br />♦♦,rr <br />STEEL REINFORCING IN GROUTED <br />z <br />STEEL REINFORCING IN GROUTED <br />— <br />v <br />CELL SEE PLAN FOR SIZE AND <br />ft _ <br />CELL SEE PLAN FOR SIZE AND <br />•��•• <br />R <br />i <br />a -> <br />SPACING REQUIREMENTS <br />S 2 <br />SPACING REQUIREMENTS <br />p',• <br />GARAGE DOOR <br />u <br />} <br />m <br />$ <br />oO a� <br />..I <br />I.•, <br />�FM <br />xJ <br />RECESS <br />B+ <br />C <br />m <br />8" CMU WALL <br />8" CMU WALL <br />r . CORNER BARS, SAME SIZE AS LARGER BAR <br />IN FOUNDATION WITH 30" LEG EACH <br />w <br />y <br />v sI. <br />WAY AT ALL CHANGES IN DIRECTIONS <br />H <br />a+ <br />TOP OF SLAB <br />- TOP OF SLAB <br />I .. SO THAT THE STEEL REINF. IS CONTINUOUS <br />•may • <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />. <br />EXT. PORCH SLAB ^ <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1STORY) <br />#3 16' <br />• _ <br />EXT. PORCH SLAB <br />- V IES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />p III` CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />N MASONRY <br />UNITS SET <br />p AT ELEV'. <br />W/ 1/2" ISOLATION '.,� <br />JOINT <br />6" CHAMFER (2 -STORY) <br />W/ 1/2" ISOLATION°'4 <br />4" CHAMFER (1-STORY)- <br />6" CHAMFER (2-STORY) <br />0� 0" <br />(WHERE • • <br />APPLICABLE) i <br />#4 24" <br />SEE SCHEDULE #5 30' <br />JOINT (WHERE, •! • <br />APPLICABLE q. <br />SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />f <br />FOR WxDBAR UA SIZE 36') <br />AND BAR QUANTITY #6 <br />z <br />i <br />FOR flUR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />BAR <br />NUMBER OF BARS (ie. 2 T03, PROVIDE 28ARS), UNO <br />47' <br />#7 4T <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />scALe34"=1'-0 <br />2 @GARAGE scALe34'=r-°' <br />3 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />w <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />o <br />8" CMU <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT <br />g <br />#4 REBAR @24" O.C. CENTER OF <br />LAP TO OCCUR OVERER STUD OF WALL W/ PLAN <br />SLAB <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />I <br />WALL W/ SVP <br />'v Q <br />I <br />2" CAPPED <br />GALVANIZED PIPE <br />NEW REINF. BAR <br />SECURED W/2-PART <br />°� <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE <br />112"x9" WEDGE ANCHOR W/ z' <br />W/FLANGE C BASE <br />I EPDXY. MIN. EMBED <br />d 8", UNO <br />TO BE PT. PROVIDE DBL TOP <br />WASHER SET IN HIGH STRENGTH <br />PLATE <br />' <br />6 <br />z o FOLLOW ALL MANF. <br />EPDXY 5-1/2" EMBED. MIN. @ 16" OC <br />SIMPSON SPH4 OR SPH6 MAX <br />° q• <br />• ¢ <br />m ¢ SPECIFICATIONS FOR <br />I USE AND <br />BTM AND TOP PLATE <br />H <br />4" CONC., REINF, W/ <br />I <br />SECURE FLANGE TO <br />_ <br />PREPARATION OF <br />ANCHORS W/ 10d x 1 12" <br />Y "x8" #10 WWM ON <br />SLAB W/(4) VIC' X 2 1/4' <br />O 4 4 HOLE. <br />COMMON NAILS FILL ALL <br />-MIL POLY ETHYLENE <br />HOLES, DO NOT USE 10d w <br />w <br />VAPOR BARRIER ON <br />ILTAPCONS <br />x 3„ rc SLAB SCHEDULE <br />_ <br />T <br />• I•I 1`Q WELL -COMPACTED <br />CLEAN FILL TERMITE <br />o� <br />+- 0'-0" <br />[SEE <br />1J <br />TREATMENT SHALL BE <br />QQ- <br />TOP <br />OF SLAB _ <br />S' BORA-CARE <br />4" CHAMFER <br />• ; <br />(2) CONT. #4 REBAR <br />(1-STORY) <br />8" CHAMFER (2STORY) <br />q. <br />t <br />a (2) #5 REBAR ON CHAIRS <br />2,000 SF VIRGIN SOILOR 95% <br />En EQ SCHEDULE <br />12" N. DEPTH INTO <br />VIRGIN SOIL ?. <br />I I COMPACTED SOIL <br />BOLLARD <br />FORE IZE <br />BAR LE <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN 3'S c� <br />HEIGHT SS THAN <br />5 <br />ADDING BAR TO <br />XII, pER pIAN III, <br />SCALE: 3/4"=1•_0" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR <br />MONO DEEP <br />6 <br />scALE:y4"=r-a' (W/UPLIFT) <br />SCALE:3/4"=V-0" <br />Sf2211���� <br />LAP TOP PLATE A MIN. OF 48" <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 VW PLAN <br />LAP 70 OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />WALL W/ SYP No 2 STUDS SEE <br />f <br />PLANS FOR SPACING. SINGLE <br />PLANS FOR SPACING. SINGLE <br />dd <br />BTM. PLATE TO BE PT. <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />a <br />PROVIDE DBL.TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />12" O/C STAGGERED. <br />m w <br />V <br />NAIL 12" O/C STAGGERED. <br />ADDITIONAL METAL <br />D <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />B" CMU WALL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />°-0'-fY <br />POURED LINTEL CONT. (TVP.) <br />UPLIFT IS PRESENT. <br />��o.. B" CMU FILLED CELL(TYP.) <br />TOP OF SLAB <br />w <br />_ <br />rc SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />I <br />2X WALL FRAMING <br />> <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON ST82 BOLTS 5" <br />+-0'11" <br />[SEE <br />+- -0" <br />♦• <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />TOP OF SLAB'4• <br />'ISOLATED' COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />��••-q <br />° <br />° <br />=•-,� POURED MONOLITHICALLY WITH <br />•�`q <br />q� <br /># <br />- <br />'+" — FOUNDATION AND SLAB <br />• <br />.. q <br />4 • <br />SEE SCHEDULE <br />FOR W%D, BAR SIZE <br />SEE SCHEDULE <br />FOR WI Q BAR SIZE <br />./ AND BAR QUANTITY <br />AND BAR QUANTITY/•fL <br />EQ. EQ. SEE SCHEDULE <br />[� <br />FOR WZD, BAR SIZE <br />COMBINED EXTERIOR MONO - <br />INTERIOR FRAME BRIGWALL TO 1 <br />AND BAR QUANRfY <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />INTERIOR <br />FOUNDATION <br />9 <br />10 <br />BLOCK WALL CONNECTION <br />CURB WOOD WALL <br />8 <br />SCALE:3/4"=l-V' <br />(NO UPLIFT) <br />SCALE:34"=''-°" <br />11 scALE:34"=r-p' <br />SCALE'. 3/4"=1'-0" (NO UPLIFT) <br />.1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngrouP.com <br />AA #: 0003325 <br />I <br />�1�1:-;, <br />� <br />C <br />A <br />Mid <br />4 <br />Qom'• <br />QS <br />Q <br />ounDiv. at LOT: <br />ABBOTT PARK <br />LOT #35 <br />BLK. #7 <br />PROJECT# <br />04 81.000-3 071 <br />MODEL.• <br />4EBB <br />"1828—CALI" <br />GARAGE SrIMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH E . C <br />221 <br />DAPEY 9/21/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />