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30" <br />MIN. EACH WAY <br />e <br />MONOLITHIC FOOTING <br />Z <br />: . <br />� Y <br />Z <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />� <br />•• ► -r � ' — <br />rf <br />CELL SEE PLAN FOR SIZE AND <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />,�.•►,; ' <br />no. <br />}T <br />Q W <br />SPACING REQUIREMENTS <br />L) <br />►_- <br />++ <br />_. 1►. T ':-..w--..'.p:._ • <br />GARAGE DOOR <br />m U <br />J <br />W <br />e D K <br />W Q <br />:.�.1 :. y r FM <br />W <br />g j <br />RECESS <br />Ir N Z <br />8" CMU WALL <br />O <br />8"CMU WALL <br />I� CORNER BARS, SAME SIZE AS LARGER BAR <br />r <br />W W <br />B' <br />- <br />1 I IN FOUNDATION WITH 30" LEG EACH <br />m <br />�`oy <br />+- •� <br />.. TOP OF SLAB <br />+-0' <br />TOP OF SLAB <br />O WAY AT ALL CHANGES IN DIRECTIONS <br />I .,. • SO THAT THE STEEL REINF. IS CONTINUOUS <br />'•I <br />to y <br />.. .., <br />I <br />"—r�� <br />• _ I MATCH AMOUNT OF CONTINUOUS BARS <br />: <br />CURB FOR <br />• • • <br />EXT. PORCH SLAB 4 <br />SEE BLAB SCHEDULE'~ <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1STORY) <br />#3 18" <br />• <br />-. <br />EXT. PORCH SLAB <br />Il. <br />VARIE• <br />VAE <br />E LAB HEDULE TOP OF GARAGE <br />S E S SC <br />"CHAMFER <br />ILL <br />' of I .. ' CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />' <br />7�0+ <br />MASONRY"J: <br />UNITS SET <br />1 <br />AT ELEV: <br />W/ 12" ISOLATION <br />JOINT(WHERE"� <br />6" CHAMFER (2-STORY) <br />#4 24" <br />W/ 1/7' ISOLATION <br />. • <br />(I -STORY) <br />CHAMFER (2-STORY) <br />.: <br />01Y <br />APPLICABLE) z <br />r2 <br />SEE SCHEDULE <br />#5 30" <br />JOINT (INHERE f • i <br />APPLICABLE) Z 4. <br />EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE 36„ <br />g <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />#Z 47' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 <br />@GARAGE SCALE: 3l4'=1'-0" <br />^ CORNER BARS DETAIL <br />DOOR OPENING <br />3 SCALE: 3/4"=1'-0" <br />4 <br />SCALE: 3/4"=1'-0" <br />Z <br />(1) #5 REBAR VERTICALLY WI CONC. <br />U <br />POURED CELL <br />a <br />8" CMU <br />zm <br />g <br />*4 REBAR 024" O.C. (CD CENTER OF <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />O <br />Z O <br />_ ZK <br />w <br />SPACING REQUIREMENTS <br />�� ij <br />5, <br />W J I <br />5 y <br />Z <br />I I <br />NEW REINF. BAR <br />O 0. SECURED W/2-PART <br />g EPDXY. MIN. EMBED <br />Q 6; <br />> <br />' <br />7'CAPPEp <br />GALVANIZED PIPE <br />( <br />W <br />�, 4• <br />• <br />WIFIANGE ®BASE <br />Q Cl FOLLOW ALL MANF. <br />m <br />fV <br />4" CONC., REINF. W/ <br />2 SPECIFICATIONS FOR <br />M <br />_ <br />USEAND <br />I <br />a <br />Q <br />• '1 #10 W <br />o <br />F PREPARATION OF <br />O <br />8"CMU WALL <br />N <br />W <br />MIL POLY ETHYLENE <br />ET <br />VAPOR BARRIER ON <br />i%i <br />(0 HOLE. <br />Z M <br />}, Z <br />WELL -COMPACTED <br />• J • CLEAN FILL TERMITE <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4"X 21/4" <br />` <br />_ <br />. _ TOP OF SLAB <br />X > <br />Q <br />111 TREATMENT SHALL BE <br />4 <br />7APCONS <br />O} <br />QQQ- <br />I• <br />SEE SLAB SCHEDULE <br />•• <br />S' BORA-CARE <br />,u.• <br />a�4 <br />Q' <br />Q• <br />Z <br />Z <br />' <br />f (2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />g <br />"ISOLATED" COLUMN PAD <br />•' <br />• f <br />6" CHAMFER (2-STORY) <br />1p <br />.TI,• <br />- CENTERED UNDER WALL AND <br />' ° <br />.� POURED MONOLITHICALLY WITH <br />�- <br />• (2) #5 REBAR ON CHAIRS <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />17MIN. DEPTH INTO Z W <br />2,000 PSF VIRGIN SOIL OR 95% <br />FOR WxD, BAR SIZE <br />Y AND BAR QUANTITY <br />VIRGIN OR ENGINEERED SOIL > <br />COMPACTED SOIL <br />I <br />SLAB HEIGHT LESS THAN 3'fii' 'o OU <br />PER PLAN <br />ADDING BAR TO <br />COMBINED EXTERIOR MONO - <br />EXTERIOR <br />MONO DEEP <br />MONOLITHIC FOUNDATION <br />FOOTING AND COL. PAD <br />09-0-� <br />V <br />FOOTING <br />W/ BLOCK WALL <br />SCALE: 3/4'=1'-0 <br />SCALE'34"=1'-0 <br />SCALE:34"=1'-0 <br />1 A <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48' �� <br />AND NAIL W/ 16d COMMON <br />LAP TOP PLATE A MIN. OF 48" <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />AND NAIL W/ 16d COMMON <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL WI SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />PLANS FOR SPACING, SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />BTM. PLATE TO BE PT. <br />PLANS FOR SPACING, SINGLE <br />PROVIDE DEL. TOP PLATE <br />SECURE BT. PLATE TO <br />BTM, PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />BLAB W/10d MASONRY <br />PROVIDE DBL. TOP PLATE <br />SLAB W110d MASONRY NAIL <br />NAIL 16" O/C STAGGERED. <br />W O/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />y UPLIFT IS PRESENT. <br />W <br />UPLIFT IS PRESENT. <br />LINTEL CON7. (TVR) <br />¢ SEE SLAB SCHEDULE <br />8" CMU FILLED CELL (TYP.) <br />01, ., <br />SEE SLAB SCHEDULE <br />WPOURED <br />2X WALL FRAMING <br />TOP OF SLAB <br />+- <br />12" DIA SIMPSON STB2 BOLTS S' <br />':a <br />70P OF SLAB <br />'a• <br />MINIMUM EMBEDMENT INTO <br />GROUTED C ILL, 4" FROM ENDS AND <br />W O.C. VERTICALLY MAX <br />�'# 'ai •• <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />EQ. EQ. -SEE SCHEDULE <br />AND BAR QUANTITY <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />��NTERIOR <br />FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6QALe3/4'=1'a <br />(NO UPLIFT) <br />BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />11 <br />..ALE:34"=,'� <br />.1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />b <br />rr <br />TB <br />C <br />sxnmly as LOT: <br />ABBOTT PARK <br />LOT #17 <br />BLK #7 <br />P1t0j= <br />04181.00 -17071 <br />Molum <br />"2371-ENSLEY' <br />GARAGE BWDM <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />