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30- <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />t} <br />STEEL REINFORCING IN GROUTED <br />i STEEL REINFORCING IN GROUTED <br />- <br />FT <br />CELL SEE PLAN FOR SIZE AND <br />CELL SEE PLAN FOR SIZE AND <br />v— <br />a SPACING REQUIREMENTS <br />es _ <br />a SPACING REQUIREMENTS <br />>•_ <br />S <br />U <br />1 <br />GARAGE DOOR <br />I�p <br />� <br />v <br />RECESS <br />ON < <br />FM <br />�o <br />Q w 8" CMU WALL <br />8" CMU WALL <br />I A CORNER BARS, SAME SIZE AS LARGER BAR <br />w <br />B• <br />1pI. <br />f <br />AT <br />1 IN FOUNDION WITH -'LEG EACH <br />y y <br />. U-9 <br />g + tl1Y <br />�'I' <br />d WAY AT ALL CHANGES IN DIRECTIONS <br />•'PI <br />�• <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />�^ • <br />1L(VA�RIS <br />vl <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I.� <br />CURB FOR <br />SEE SLAB SCHEDULE <br />•. 4 BAR SIZE 48 BAR DIA <br />EXT. PORCH SLAB � e 4" CHAMFER (1STORY) <br />e #3 la, <br />— , •. SEE SLAB SCHEDULE TOP OF GARAGE T <br />EXT. PORCH SLAB <br />E <br />' v . 'I�` CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />it MASONRY <br />UNITS SET <br />l:p AT ELEV: <br />W/ 1/2" ISOLATION 1. .. a 6" CHAMFER (2-STORY) <br />JOINT '. #4 24" <br />4" CHAMFER (1STORY) <br />W/ 1/2" ISOLATION•'` 6" CHAMFER (2-STORY) <br />(WHERE ♦ • <br />APPLICABLE) i / SEE SCHEDULE #5 30' <br />FOR MD, BAR SIZE <br />JOINT (WHERE . •! i <br />4 SEE SCHEDULE <br />APPLICABLE) i FOR W.D, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY #6 36' <br />i AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNIT <br />07 42' <br />?' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCALE'34"=1'-0' <br />SCALE:3/4-l'-0' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-tl' <br />(1) #5 REBAR VERTICALLY W/CONC, <br />2 U POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />_ 8" CMU <br />AND NAIL W/ 1Ed COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />m g REBAR @124" O.C. @ CENTER OF <br />SLAB <br />OF WALL W/ PLAN#4 <br />LAP TO OCCUR OVER STUD <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2" <br />o� I <br />CAPPED <br />GALVANIZED PIPE <br />NEW REINF. BAR <br />SECURED W/2-PART <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />SPACING. SINGLE BTM, PLATE <br />I <br />W/FLANGE @ BASE <br />°� I EPDXY. M,N. EMBED <br />1/2"x9" WEDGE ANCHOR W/7' <br />TO BE PT. PROVIDE 08L. TOP 1/2"x " <br />— <br />8", UNO <br />SET IN HIGH STRENGTH <br />PLATE <br />o FOLLOW ALL MANF. <br />EPDXY 5-1/2" EMBED. MIN. @ 16" OC <br />• -4• <br />4 <br />i <br />SIMPSON SPH4 OR SPHB MAX <br />. <br />SPECIFICATIONS FOR <br />s I <br />BTM AND TOP PLAT E <br />. I 4" CONC., REINF. W/ <br />F. <br />"x6" <br />SECURE FLANGE 70 <br />USE AND <br />i PREPARATION OF <br />ANCHORS W/ 10d x 1 1!Z' <br />• 8 #10 WWM <br />SLAB W/(4) 1/4" X 2 1/4" <br />Q 4" 4. HOLE, <br />COMMON NAILS FILL ALL <br />B-MIL POLY ETHYLENE <br />TAPCONS <br />HOLES, DO NOT USE 10d <br />w VAPOR BARRIER ON <br />x 3" p SEE SLAB SCHEDULE <br />i • II 1-D WELL -COMPACTED <br />OX <br />CLEAN FILL TERMITE <br />U <br />TREATMENT SHALL BE <br />TOPD. <br />SLAB <br />BORA-CARE <br />,J • <br />4" CHAMFER <br />.� <br />(2)CONT. #4 REBAR <br />(1-STORY). <br />6" CHAMFER (2-STORY) <br />° (2) #5 REBAR ON CHAIRS <br />2000 PSF VIRGIN SOIL OR 95% <br />12" MIN. DEPTH INTO , <br />EQ. EQ, SEE SCHEDULE <br />VIRGIN OR ENGINEERED SOIL S6 COMPACTED SOIL <br />SLAB HEIGHT LESS THAN 3-6' PER PLAN <br />BOLLARD <br />cJ SCALE: 3/4"=r-tl' <br />ADDING BAR TO <br />FMD, BAR SIZE <br />ANDOR QUANTITY <br />QUANL <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR MONO DEEP <br />6 <br />7 SCALE: 114"=141' (W/ UPLIFT) <br />SCALE: 3/4"=1'-0" <br />FOOTING W/ BLOCK WALL <br />1A <br />SCALE: 3/4"=1'-0' <br />LAP TOP PLATE A MIN. OF 48" <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. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O'C BTM, VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />f <br />BTM. PLATE TO BE PT. <br />BTM. PLATE TO BE PT. SECURE ST. PLATE TO <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />SLAB W/10d MASONRY <br />PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL <br />12" O/C STAGGERED. <br />a <br />NAIL 12" O/C STAGGERED. <br />ADDITIONAL METAL <br />O w <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />B" CMU WALL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />UPLIFT 15 PRESENT. <br />_ <br />•- 0'-tl, <br />POURED LINTEL CONT. (TYP.) <br />UPLIFT IS PRESENT, <br />:.'•�•, 8" CMU FILLED CELL (TYP.) <br />b <br />• TOP OF SLAB <br />w <br />rc SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE' <br />I...� <br />2X WALL FRAMING <br />> <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />*- D'-0" <br />a- 0--a. <br />♦ <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />TOP OF SLAB4• <br />f <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />4 • <br />S. <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />��••_4. <br />'a.-. <br />=•_ POURED MONOLITHICALLY WATH <br />+-4 <br />• <br />T— — FOUNDATION AND SLAB <br />SEE SCHEDULE <br />A. � . - <br />SEE SCHEDULE <br />FOR W.D, BAR SIZE <br />FOR MD, BAR SIZE <br />./ AND BAR QUANTITY <br />AND BAR QUANTITY/AL <br />EQ. EQ. SEE SCHEDULE <br />FOR MQ EAR SIM <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />AND BA0. QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />9 <br />10 <br />BLOCK WALL CONNECTION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />SCALE:3/4'=V.0' <br />(NO UPLIFT) <br />SCALE:3/4"=1'-0" <br />11 SCALE: 3/4"=1'-0" <br />(NO UPLIFT) <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />www. a bd es Igngro up.com <br />AA #: 0003325 <br />x <br />BUDDIV. at LOT: <br />ABBOTT PARK <br />LOT #43 <br />BLK. #7 <br />PIROJECT# <br />04181.000-43071 <br />MODEL <br />4EBB <br />111828-CALI" <br />GAICAOE SWING: <br />RIGHT <br />PACE: <br />DETAILS <br />160 JWH EXP. C <br />t2 <br />AA <br />NO <br />Dw9/21/21 <br />$CALM: 1/4"=1'-0" <br />SHEET <br />s1.1A <br />