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3U' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />.d <br />I <br />Z. <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />5 CELL SEE PLAN FOR SIZE AND <br />°T v <br />v_ <br />CELL SEE PLAN FOR SIZE AND <br />(L SPACING REQUIREMENTS <br />C <br />a <br />SPACING REQUIREMENTS <br />QQ <br />I• <br />GARAGE DOOR <br />RECESS. <br />�w <br />m V W <br />o <br />. � FM <br />j <br />O <br />CL Q <br />• CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />tow B+ <br />w <br />a <br />0 coZ 8" CMU WALL <br />0 U) <br />O 8" CMU WALL <br />IN FOUNDATION WITH 30" LEG EACH <br />WAY AT ALL CHANGES IN DIRECTIONS <br />w = <br />U) <br />O <br />&D 2 <br />- SO THAT THE STEEL REINF. IS CONTINUOUS <br />+ <br />+ a -a' <br />I ., <br />MATCH AMOUNT OF CONTINUOUS BARS <br />TOP OF SLAB <br />- <br />TOP OF SLAB <br />,I. <br />�) <br />� <br />?k CURB FOR <br />MASONRY <br />• � ° <br />° � <br />-- V IE <br />I•Lo <br />�a CONTINUOUS STEEL MONOLITHIC <br />� UNITS SET <br />SEE SLAB SCHEDULE <br />EXT. FOR SLAB ° BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1STORY) <br />,^ SEE SLAB SCHEDULE TOP OF GARAGE <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />� �' AT ELEV: <br />`D+ <br />� <br />W/ 1/2' ISOLATION .,. 6" CHAMFER (2-STORY) 93 1S' <br />JOINT (WHERE • #4 24" <br />EXT. PORCH SLAB 4" CHAMFER (1STORY) <br />W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />APPLICABLE) Z SEE SCHEDULE �., <br />JOINT(WHERE rya <br />EE SCHEDULE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />i FOR WXD, BAR SIZE <br />APPLICABLE) 4 FOR WAD, BAR SIZE <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LIND <br />AND BAR.QUANTITY 47, <br />AND BAR QUANTITY <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />EXTERIOR MONO -FOOTING <br />('��EXTERIOR MONO-FOOTING-1-0 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />DOOR <br />1 <br />3 <br />4 <br />GARAGE <br />S <br />CALE: 3l4"=1'-0 <br />Z (1) #5 REBAR VERTICALLY W/ CONC. <br />2 w POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />Q I B"CMU <br />p a <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />I W <br />9 IL #4 REBAR 024" O.C. 0 CENTER OF <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />w g SLAB <br />w <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />24 ? W <br />W <br />O a I <br />WALLW/SYP <br />C7 > <br />IIF—GALVANZED <br />7' CAPPED <br />PIPE <br />S NEW REINF. BAR <br />O SECURED W/ 2- PART <br />K <br />No 2 STUDS SEE PLANS FOR <br />SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W/ <br />WIFLANGE BASE <br />d EPDXY. MIN. EMBED <br />I <br />1/7k5' WEDGE ANCHOR W/ 2' <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />Q 8", UNO <br />PLATE EPDXY 5-1/2" EMBED, MIN. 0 16" OC <br />b <br />Q O FOLLOW ALL MANF. <br />K SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX. <br />4. <br />N QQ USE AND <br />= m I <br />BTM AND TOP PLATE <br />'CONIC, REINF. W/ <br />k6" #tO VWVM ON <br />SECURE FLANGE TO <br />F- PREPARATION OF <br />ANCHORS W/ 1Dd x 1 1Q" <br />COMMON NAILS FILL ALL <br />8 <br />N ° POLY ETHYLENE <br />SLAB W/(4) 1/4" X 21/4" <br />TAPCONS <br />Z Ir HOLE. <br />Z <br />HOLES, DO NOT USE 10d W <br />� W VAPOR BARRIER ON <br />VAPOR <br />x 3" SEE SLAB SCHEDULE <br />Q <br />WELL -COMPACTED <br />O} <br />CLEAN FILL TERMITE <br />)S 11 TREATMENT SHALL SE <br />, A� <br />°PL <br />+ 0'-0' ° <br />TOP OF SLAB° <br />?� 4. BORA-CARE <br />4" CHAMFER (1STORY) <br />(2) CONT. #4 REBAR <br />6" CHAMFER(2STORY) <br />4 <br />(2) #5 REBAR ON CHAIRS <br />EQ. EQ. EE SCHEDULE <br />12" MIN. DEPTH INTO 2 W 2,000 PSF VIRGIN SOIL OR 95% <br />FOR WXD, BAR SIZE <br />VIRGIN OR ENGINEERED SOIL > COMPACTED SOIL <br />0 <br />SLAB MU <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />HEIGHT LESS THAN 3'4' PER PLAN <br />EXTERIOR MONO DEEP <br />6°ALE: 3l4"=''-D" <br />G MONOLITHIC FOUNDATION <br />V SCALE: 3/4"=V-01' <br />INTERIOR CURB FOUNDATION WOOD WALL <br />SCALE'.34"=1'-0' (W/ UPLIFT) <br />FOOTING W/ BLOCK WALL <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 46' <br />NAILS, 2-ROWS, *'O/C BTM. VERIFY HEIGHT <br />AND NAIL W/ 160 COMMON <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />SPACING REQUIREMENTS <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />Z <br />PLANS FOR SPACING. SINGLE <br />WALL Wl SYP No 2 STUDS SEE <br />2 <br />BTM. PLATE TO BE PT. <br />PLANS FOR SPACING. SINGLE <br />PROVIDE DBL TOP PLATE SECURE ST. PLATE TO <br />SLAB W110tl MASONRY <br />BTM. PLATE TO BE PT. SECURE ST. PLATE TO <br />SLAB W/tOd MASONRY NAIL <br />0 <br />NAIL 16" O/C STAGGERED. <br />PROVIDE DBL. TOP PLATE <br />16' O/C STAGGERED. <br />¢�¢ <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />CONNECTORS NOT <br />2 <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />(1) <br />0) UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />O 8" CMU WALL <br />w <br />Z <br />POURED LINTEL CONT. (TYP.) <br />SLAB SCHEDULE <br />.ro., Er' CMU FILLED CELL (TYP ) <br />QK <br />SEE SLAB SCHEDULE <br />TOP OF SLA <br />[SEE <br />a -a' <br />_I• <br />N17f <br />2X WALL FRAMING <br />TOP OF <br />.ti <br />SEE SLAB SCHEDULE <br />117' DIA SIMPSON STB2 BOLTS 5" <br />TOP OF SLAB e • <br />~ <br />Z • <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />--4 a <br />may <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />8 <br />' POURED MONOLITHICALLY WITH <br />e, <br />- FOUNDATION AND SLAB <br />SEE SCHEDULE <br />4 <br />SEE SCHEDULE <br />I FOR WxD, BAR SIZE <br />.. 3 . <br />FOR WXD, BAR SIZE <br />EQ. EQ. E SCHEDULE <br />>lill"`---SAA���AND BAR QUANTITY <br />AND BAR QUANTITY <br />FOR MD, BAR SIZE <br />� <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO Y <br />MA <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />9 SCALE 3/4"-l'-a' <br />(NO UPLIFT) <br />FOOTING AND COL. PAD <br />10 <br />BLOCK WALL CONNECTION <br />scALE:34''=r-a <br />UPLIFT) <br />(NO <br />SCALE:3/4"=l'-U <br />11 SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN SL <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA M: 0003325 <br />w <br />F <br />5 <br />x <br />° <br />6 <br />BUDDIV & LOT: <br />ABBOTT PARK <br />LOT #21 <br />BLK. #11 <br />PROJZ41CTLy <br />04181.00 -21 11 <br />MODE1 <br />2554-E301 <br />"DARWIN" <br />GARAGE 8WlNG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH Ey. C <br />OJ <br />DATE: 05/24/21 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />S1.1A <br />