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W„ <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />Z <br />4} <br />_I <br />• . ,° <br />� <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />([' — <br />• <br />° e <br />•'° <br />4 <br />CELL SEE PLAN FOR SIZE AND <br />SPACING <br />ING REQUIREMENTS <br />g p� <br />O r <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />, I p <br />y <br />mm <br />C. <br />U <br />W <br />I �° ,1� -'O� °.• <br />, <br />GARAGE <br />W^ RECESS DOOR <br />IY <br />¢ <br />FM <br />O U) Z <br />6' CMU WALL <br />O N <br />Z <br />6' CMU WALL <br />(" , CORNER BARS, SAME SIZE AS BAR <br />FOUNDATION WITH LEG EACH <br />W S 8+ <br />� <br />� <br />� — <br />.-a-a' <br />• •) d WAY AT ALL CHANGES IN DIRECTIONS <br />W IN <br />W N <br />+- a-0" <br />TOP OF SLAB <br />- <br />I SO THAT THE STEEL REINF. IS COMINUOUS <br />TOP OF SLAB <br />,�++••------��r��—.. <br />MATCH AMOUNT OF CONTINUOUS BARS <br />,I <br />CURS FOR <br />a <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BARDIA. <br />4" CHAMFER (I -STORY) <br />16 <br />EXT. PORCH SLAB <br />- VARIES <br />—�- <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />• o. CONTINUOUS STEEL MONOLITHIC <br />, FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />r ZiD" AT ELEV: <br />W/ i/Z' ISOLATION <br />JOINT (WHERE e • e • <br />6' CHAMFER (2-STORY) <br />p4 2q^ <br />W/ 1@' ISOLATION <br />I 4" CHAMFER (1-STORY) <br />° 6' CHAMFER (2-STORY) <br />a-0" <br />APPLICABLE) i <br />SEE SCHEDULE `36' <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />• • EE SCHEDULE <br />d <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WXD, BAR SIZE � �„ <br />� <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE (EAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS lie. 2 TO 3, PROVIDE 2 BARS), LINO <br />#7 <br />r��EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />2 <br />@GARAGE SCALE:314"=,'-a' <br />CORNER BARS DETAIL <br />3 <br />4 DOOR OPENING <br />SCALE: 3!4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 49' ---_may <br />LAP TOP PLATE A MIN. OF 48" -----_ <br />AND NAIL W/ 160 COMMON <br />AND NAIL W/ 160 COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W! PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />w <br />w aa <br />Q I <br />2z4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />T CAPPED <br />N NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O g SECURED W/ 2- PART <br />] <br />SPACING. SINGLE BTM. PLATE <br />1?k9' WEDGE ANCHOR W/Z' <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />p, EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />J Q 6', UNO <br />J — <br />PLATE <br />EPDXY 5-1/2"EMBED. MIN. 16'OC <br />SLAB W110d MASONRY <br />4 <br />Q O FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 16" O/C STAGGERED. <br />M <br />= K I SPECIFICATIONS FOR <br />N Q <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />USE AND <br />ANCHORS 1 lr2ALL <br />CONNECTORS NOT <br />RE F O <br />SECURE FLANGE TO <br />F=- amo PREPARATION OF <br />Si v <br />COMMON NAILS FILL ALL <br />AILS I <br />REQUIRED WHEN NO <br />SLAB ,M" X 2 <br />HOLE. <br />N <br />HOLES, DO NOT USE 100 w <br />T. <br />N UPLIFT IS PRESENT. <br />w <br />TAPCONS <br />IL <br />w <br />x 3" IY SEE SLAB SCHEDULE <br />a SEE SLAB SCHEDULE <br />a -a' <br />,�QQ <br />TOP OF SLAB . a <br />TOP OF SLAB <br />d <br />4- CHAMFER (1ST0RY) <br />6' CHAMFER (2-STORY)EQ. <br />ZEQ. <br />EQ. SEE SCHEDULE <br />EE SCHEDULE <br />FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />BQALE: 3l4"="°" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />SCALE:3/4"=r-0 (W/ UPLIFT) <br />8 scaLE:3/a"=ra' (NO UPLIFT) <br />SCALE 3/4"=1'-0 <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <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 />SPACING REQUIREMENTS <br />2? <br />2z4 OR 2(6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />a <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />PROVIDE DBL TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />G w <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />e ILCONNECTORS <br />NOT <br />Q 0) <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />? <br />+-0'-(Y' <br />POURED LINTEL CONT. (TYP.) <br />- <br />6' CMU FILLED CELL (TYP.) <br />,•0', <br />..--.,---�,---. TOP OF SLAB <br />SEE SLAB SCHEDULE <br />I / <br />2X WALL FRAMING <br />f SEE SLAB SCHEDULE <br />17' DIA. SIMPSON ST82 BOLTS 6' <br />y- 0•,fy <br />z <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />SD <br />CENTERED UNDER WALL AND <br />16, O.C. VERTICALLY MAX <br />" <br />POURED MONOLITHICALLY WITH <br />d <br />. <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULES—; <br />FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />�, <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />AND COL. PADBLOCK <br />WALL CONNECTION <br />(NO UPLIFT) <br />10 <br />SCALE: 3/4"=V-a' <br />e--�FOOTING <br />SCALE: 3(,V=V'9' <br />144i N. RONALD REAGAN BL <br />L0N0W00D,FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.ebdealgngrou0.com <br />L AA A: 0003325 <br />y <br />• <br />�Q <br />J <br />O <br />y <br />6, <br />y� <br />•�S�j <br />eUBDIV. & LOT: <br />ABBOTT <br />PARK <br />LOT #10 <br />BLK #8 <br />PROJECT# <br />04181.000-10081 <br />MODEL:• <br />4EBB <br />"1828-CALI" <br />GARAGE STING: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />