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3"' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />— - — <br />CELL SEE PLAN FOR SIZE AND <br />CELL SEE PLAN FOR SIZE AND <br />d <br />4 u SPACING REQUIREMENTS <br />a REQUIREMENTS <br />S BE <br />GARAGE DOOR <br />RECESS <br />IJ <br />8" CMU WALL <br />b <br />8" CMU WALLI—FCORNERBARS, <br />SAME SIZE AS LARGER BAR <br />B' <br />b i +- <br />IN FOUNDATION WITH 30" LEG EACH0'-d' <br />OF SLAB <br />WAY A ALL CHANGES IN DIRECTIONSTOP <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />LAB <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />il <br />CURBFOR <br />SEE SLAB SCHEDULE <br />{BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB ,-a• 4" CHAMFER (1-STORY) <br />18" <br />� - VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />• •FOOTING <br />EXT. PORCH SLAB 4" CHAMFER <br />CONTINUOUS STEEL MONOLITHIC <br />REINFORCEMENT SEE SCHEDULE <br />�:p. <br />MASONRY <br />UNITS SET <br />AT ELEVW/12" <br />ISOLATION 8"CHAMFER (2-STORY) <br />(WHERE ♦ - #4 24'W/1/2ISOLATION <br />(1STORY) <br />I . � <br />CHAMFER (2-S70RY)APPLICABLE) <br />0•_a,JOINT <br />i SEE SCHEDULE #5 30" <br />`6" <br />PPLICABLEE))E ._ � A i SEE SCHEDULE <br />ONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR MD, BAR SIZE <br />#6 36' <br />FOR WAD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />N AND BAR QUANTITY <br />� AND BAR QUANTITY <br />NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), LIND <br />1 #7 42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 6cALE:3/4"=T-0' <br />2 @ GARAGE BCALE:3a"="°" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />z <br />J POURED CELL <br />IT,CMU <br />5 a EBAR O.C. 0 CENTER OF <br />STEEL REINFORCING IN GROUTED <br />LAB <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />N x0 5 <br />NEW REINF. BAR <br />z <br />SECUREDW/2-PART <br />' <br />T CAPP <br />EPDXY. MIN. EMBED <br />o <br />° <br />GALVANEDIZED PIPE <br />dd <br />§ <br />W/FLANGE BASE <br />S FOLLOW ALL MANF. <br />F <br />i <br />F I 4" CONC., REINF. W/ <br />I SPECIFICATIONS FOR <br />USE AND <br />w <br />m Z 6"x6" 010 W WM ON <br />4 <br />PREPARATION OF <br />8" CMU WAL L <br />t 6-MIL POLY ETHYLENE <br />to <br />w 4„ 4, <br />HOLE. <br />w VAPOR BARRIER ON <br />1.-0. WELL -COMPACTED <br />• <br />SECURE FLANGE TO <br />- <br />TOP OF SLAB <br />CLEAN FILL TERMITE <br />SLAB W/(4) 114" X 21/4" <br />.I. <br />TREATMENT SHALL BE <br />4 •. BORA-CARE <br />TAPCONS <br />SEE SLAB SCHEDULE <br />• u , <br />•� (2) CONT. #4 REBAR <br />f <br />QQQ <br />4" CHAMFER (1STORY) <br />S' CHAMFER (2-STORY) <br />z <br />` "ISOLATED" COLUMN PAD <br />CENTERED UNDER WALL AND <br />MONOLITHICALLY WITH <br />(2) #5 RE AR ON CHAIRS <br />, <br />-- _- FOUNDATION AND SURED LAB <br />�• SEE SCHEDULE <br />SC <br />17, MIN. DEPTH INTO z 2,ODO PSF VIRGIN SOIL OR 95% <br />FORE BAR SIZE <br />�// AND BAR QUANTITY <br />VIRGIN OR ENGINEERED SOIL COMPACTED SOIL <br />SLAB HEIGHT LESS THAN 3'-G" pER PLAN <br />ADDING BAR TO <br />COMBINED EXTERIOR MONO - <br />EXTERIOR MONO DEEP <br />MONOLITHIC FOUNDATION <br />/,--�-FOOTING <br />AND COL. PAD <br />FOOTING W/ BLOCK WALL <br />SCALE: 3/4"=1' 0" <br />1 A <br />SCALE: 3/4"=T-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16C COMMON <br />NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TO OCCUR OVERER STUD OF WALL W/PLAN <br />AND NAIL W/ COMMON <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />S' <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2. STUDS SEE <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />BTM. PLATE TO BE PT. <br />SLAB W/100 MASONRY NAIL <br />NAIL 17' O/C STAGGERED. <br />PROVIDE DBL. TOP PLATE <br />1T O!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 />W <br />LINTEL CONT. (TYP.) <br />SLAB SCHEDULE <br />B" CMU FILLED CELL (TYP.) <br />[SEE <br />d-0"SEE <br />SLAB SCHEDULE <br />2X WALL FRAMING <br />P OF SLABd-0" <br />1POUREO <br />UPDIA. SIM S' <br />TOP OF SLAB a• <br />MINIMUM EMBEDMENT INTO <br />BED ENT I TO <br />c <br />GROUTED CELL, 4" FROM ENDS AND <br />16" O.C. VERTICALLY MAX <br />4'• t <br />e: <br />SEE SCHEDULE <br />EQ EQ SEE SCHEDULE <br />FOR WxO, BAR SIZE <br />AND BAR QUANTITY <br />FOR MQ BAR SIZE <br />AND BAR QUANTITY <br />� INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />SCALE3l4"=1'-d' <br />(NO UPLIFT) <br />`9 SCALE:3/4"=r-o" <br />(::U (NO UPLIFT) <br />BLOCK WALL CONNECTION <br />11 SCALE: 3l4"=1'-d' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32780 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 A <br />a <br />ul <br />U <br />y� <br />4 <br />EUIBDIV. & LOT: <br />ABBOTT PARK <br />LOT#3 BLK#12 <br />PHASE 4C <br />PROJECTO <br />04181.04C-03121 <br />MODEL <br />E401 <br />"2828—ENSLEY" <br />GARAGE 9WING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXNC <br />PRINT 21 10 28 <br />DATE: / / <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1.1A <br />