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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />3 <br />i <br />STEEL REINFORCING IN GROUTED <br />}} <br />8 <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND2 <br />(['' <br />- <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />_ <br />3 <br />SPACING REQUIREMENTS <br />1 P . <br />z <br />GARAGE DOOR <br />$ <br />RECESS <br />$ <br />i <br />8" CMU WALL <br />zo. <br />Q� � <br />, <br />8" CMU WALL <br />FM- <br />I s,. > . CORNER BARS, SAME SIZE AS LARGER BAR <br />w <br />qq <br />W B• <br />b <br />+- 0'-0" <br />• IN FOUNDATION WITH 30" LEG EACH <br />+- OS' <br />-d WAY AT ALL CHANGES IN DIRECTIONS <br />- <br />TOP OF SLABVill <br />TOP OF SLAB <br />SO THAT THE STEEL REINF. IS CONTINUOU6a,MATCH <br />AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />• ° °-VARIESse <br />EXT PORCH SLAB <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1STORY) <br />e rt~. <br />EXT. PORCH SI-AB <br />—G- <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />.I� <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />- gyp. AT ELEV: <br />W/ 1Y2" ISOLATION. • <br />JOINT (WHERE a <br />6" CHAMFER (2STORY) <br />I <br />W/ 1/2 ISl.� <br />4" CHAMFER (1STORY) <br />6" CHAMFER (2-STORY) <br />�.H'. <br />0'-0" <br />APPLICABLE) i <br />SEE SCHEDULE <br />M#747' <br />JOINT(WHERE �. 4 <br />APPLICABLE) <br />SEE SCHEWLE <br />RANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR MO BAR SIZE <br />i <br />i <br />FOR WRD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />N <br />AND SAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE: 3/4"=1'-0" <br />2 <br />GARAGE SCALE: 3/4"=V-0" <br />q CORNER BARS DETAIL <br />A DOOR OPENING <br />J SCALE: 3/4"=T-0" <br />4 SCALE: 3/4"=V-O" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />POURED CELL <br />c <br />8" CMU <br />LAP TOP PLATE A MIN. OF 48JEF <br />rc w <br />AND NAIL W/ led COMMONVERIFY <br />5 <br />#4 REBAR 024" O.C. 0 CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM. HEIGHT <br /># <br />SLAB <br />LAP TO OCCUR OVER STUDOF WALL W/ PLAN <br />2 i <br />2X4 OR 2X6 WOOD BEARINGPROVIDE BLOCKING <br />;' r:� <br />7' CAPPED <br />NEW REINF. BAR <br />WALL W/ SYP <br />No 2 STUDS SEE PLANS FOR <br />GALVANIZED PIPE <br />w <br />5 y SECURED W/ 2- PART <br />CURE ST. PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLAT <br />WEDGE ANCHOR <br />W/FLANGE BASE <br />Q EPDXY. MIN. EMBED <br />g <br />TO BE PT. PROVIDE DBL. TO'k9" <br />STRENGTH <br />SET IN HIGH STRENGTH <br />8", UNO <br />PLATEASHER <br />OXY 54/2" EMBED. MIN. ®16" OC <br />4 <br />S FOLLOW ALL MANF. <br />y <br />SIMP80N SPH4 OR SPH6X. <br />4" CONC., REINF. W! <br />' SPECIFICATIONS FOR <br />BTM AND TOP PLATE <br />6"X6" #10 W WM ON <br />8 6-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />USE AND <br />s PREPARATION OF <br />a• a•' <br />COMMON NAILS FILL ALL <br />VAPOR BARRIER ONWELL-COMPACTEDTAPCONSCLEAN <br />W/(4) 1/4" X 2 1!4" <br />HOLE. <br />HOLES, DO NOT USE tOdSLAB <br />3SEE SLAB SCHEDULE <br />FILL TERMITEX <br />TREATMENT SHALL BE <br />c <br />'QO <br />BORA-CARE <br />1 ~1 <br />TOP OF SLAB ° <br />(2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />F <br />I, <br />6" CHAMFER (2STORY) <br />a <br />(2) #5 REBAR ON CHAIRS1TMIN. <br />=AOND <br />DEPTH INTO z2,000 <br />PSF VIRGIN SOIL OR 95%LE <br />VIRGIN OR ENGINEERED SOIL <br />COMPACTED SOIL <br />SIZE <br />SLAB HEIGHT LESS THAN 3'S <br />PER PLAN <br />5 <br />ADDING BAR TO <br />TITY <br />EXTERIOR MONO DEEP <br />SCALE 3/4„=,,-o" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />7 SDALE 34"=,'�' (W/UPLIFT) <br />FOOTING W/ BLOCK WALL <br />scAE 3/a"=r-a <br />1A <br />SCALE: 3/4"=l'-0" <br />LAP TOP PLATE A MIN. OF 46' ----may <br />LAP TOP PLATE A MIN. OF 48" <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 W/ PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2X4 OR 2X6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />a4 OR 216 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />s <br />PLANS FOR SPACING. SINGLE <br />PLANS FOR SPACING. SINGLE <br />d n <br />BTM. PLATE TO BE PT, <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />SLAB W/16d MASONRY <br />12" O/C STAGGERED. <br />O <br /># A. <br />NAIL 12" O/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />8" CMU WALL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />+- U-a <br />POURED LINTEL CONT. (TYP.) <br />UPLIFT IS PRESENT. <br />8" CMU FILLED CELL (TYP I <br />b TOP OF SLAB <br />w <br />SLAB SCHEDULE <br />SEE SIRS SCHEDULE <br />SEE <br />2X WALL FRAMING <br />I <br />SLAB SCHEDULE <br />1/2' DIA. SIMPSON STB2 BOLTS S' <br />[SEE <br />+-MINIMUM <br />EMBEDMENT <br />OF SLAB � <br />TOP OF SLAB � <br />� � �a ^ <br />"ISOLATED" COLUMN PAD <br />FROM EOP <br />UTED CELL 4" FROM DS AND <br />GRO EN�TaCENTERED. <br />UNDER WALL AND <br />16"O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />T <br />FOUNDATION AND SLAB <br />EDULE <br />4SEE <br />e <br />SCHEDULE <br />FOR NMD, BAR SIZE <br />BAR SIZE <br />UANTITY <br />AND BAR QUANTITY <br />EQ. EQ. SEE SCHEDULE <br />FOR WAD, BAR SIZE <br />� <br />COMBINED EXTERIOR MONO- <br />®^ <br />INTERIOR FRAME BRIG WALL TO jv <br />AND BAR QUANTITY <br />n INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />g <br />9 SCALE 3/4"=l'-0' <br />(NO UPLIFT) <br />10 SCALE:34"=,'-0" <br />SCALE:34"=1'-0" <br />SCALE:3/4"="°" (NO UPLIFT) <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32780 <br />PH: 407-774.6078 <br />FAK 407-774-4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />x <br />StMDIV. Ac w7l <br />ABBOTT PARK <br />LOT #1 <br />BLK #12 <br />PHASE 4C <br />PROJECT# <br />04181.04C-01121 <br />MODEL <br />4EBB <br />"1828-CALI" <br />GARAGE 8wING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />ROLMV a ABOUCHAM <br />L- AR NO W723 <br />I'Rn4T DATE: 10/26/21 <br />8CAL.E: 1/4"=V-0" <br />SHEET <br />S1.1A <br />