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310 <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />:v <br />STEEL REINFORCING IN GROUTED <br />z <br />STEEL REINFORCING IN GROUTED <br />-- <br />CELL SEE PLAN FOR SIZE AND <br />CELL SEE PLAN FOR SIZE AND <br />• <br />�s•. v <br />s. <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />. ,sw <br />',. . v:• <br />�" <br />S <br />w <br />r �•..—.. .�+: ' <br />GARAGE DOOR <br />RECESS <br />FM <br />w <br />5 z <br />B" CMU WALL <br />�, <br />8" CMU WALL <br />• . CORNER BARS, SAME SIZE AS LARGER BAR <br />s' <br />';LAB <br />IN FOUNDATION WITH 30" LEG EACH <br />w <br />TOP OF SLAB <br />a �/AIj//If WAY AT ALL CHANGES IN DIRECTIONS <br />I ... -I "1 $O THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF STAB <br />� �� <br />.Ae.�.._.� ° ._y, <br />_ <br />I • •I MATCH AMOUNT OF CONTINUOUS BARS <br />?k- <br />CURB FOR <br />• <br />EXT. PORCH SLAB <br />W/ <br />SEE SLAB SCHEDULE <br />e BAR SIZE 48 BAR DIA. <br />BAR <br />• 4' CHAMFER (I -STORY) <br />#3 16' <br />EXT. PORCH SLAB <br />VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER (1STORY) <br />I : e ILL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />>p. <br />MASONRY <br />UNITS SET <br />AT ELEV. <br />1/7' ISOLATION <br />JOINT (WHERE <br />• 6 CHAMFER (2-STORY) <br />♦ #4 24" <br />W/ 12' ISOLATION..` <br />6" CHAMFER (2-STORY) <br />APPLICABLE) i <br />SEE SCHEWLE #5 301, <br />JOINT(WHERE <br />APPLICABLE) <br />♦, <br />4. BEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />g <br />FOR MD, BAR SIZE <br />#6 36" <br />FOR WXQ BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />N <br />AND BAR QUANFnY <br />AND BAR QUANFRY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 47 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />scALE:34"=1' Y' <br />2 @ GARAGE scALE 34'=1'-a' <br />3 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=T-W <br />(1) #5 REBAR VERTICALLY W/ CONC, <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />c <br />8" CMU <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />� 5 <br />BAR 024" O.C. 0 CENTER OF <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />�.46 <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />E <br />w <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />I— <br />2" CAPPED <br />NEW REINF. BAR <br />SECURED W/ 2- PART <br />g I EPDXY. MIN. EMBED <br />]d <br />BTM. PLATE TO BE PT. <br />PROVIDE L. TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />• • <br />GALVANIZED PIPE <br />8", UNO <br />E FOLLOW ALL MANE. <br />NAIL 12" O/C STAGGERED. <br />ADDITIONAL METAL <br />4" CONC., REINF. W/ <br />W/FLANGE @ BASE <br />FOR <br />CONNECTORS NOT <br />M <br />ya 6k6" #10 WWM ON <br />ANDSPECIFICATIONS <br />USE <br />REQUIRED WHEN NO <br />8-MIL POLY ETHYLENE <br />PREPARATION OF <br />4^ 4, <br />UPLIFT IS PRESENT. <br />w <br />w VAPOR BARRIER ON <br />HOLE, <br />w <br />SEE SLAB SCHEDULE <br />• I•( 1 WELL -COMPACTED <br />SECURE FLANGE TO <br />; <br />jJ CLEAN FILL TERMITE <br />SLAB W/(4)1/4" X 2114" <br />} <br />TREATMENT SHALL BE <br />4 BORA-CARE <br />TAPCONS <br />m.O-0" <br />TOP OF SLAB --,� <br />e <br />a. <br />• : (2) CONT. #4 REBAR <br />'vI <br />V CHAMFER (I -STORY) <br />f <br />6' CHAMFER (2-STORY) <br />(2) #5 REBAR ON CHAIRS <br />17' MIN. DEPTH INTO <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. <br />SEE SCHEDULE <br />VIRGIN OR ENGINEERED SOIL <br />COMPACTED SOIL <br />FOR MD, BAR SIZE <br />AND BAR QUANTrrY <br />SLAB HEIGHT LESS THAN 3'-6" PER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />8 SCALE 34"= 1' Y' <br />(NO UPLIFT) <br />FOOTING W/ BLOCK WALL <br />C <br />v2 SCALE: 3l4"=1'-0' <br />�+ <br />6 —SCALE: 3l4"=1'-0' <br />1 A <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48'---__-,y <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS <br />SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />z <br />CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE 70 SLAB W110d MASONRY NAIL <br />c <br />SPACING REQUIREMENTS <br />17O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />w <br />REQUIRED WHEN NO <br />8" CMU WALL <br />b <br />UPLIFT IS PRESENT.{ <br />• POURED LINTEL CONT. (TVP.) <br />f <br />8" CMU FILLED CELL (TYP.) <br />•.+O' <br />TOP OF + 0 <br />SLAB <br />70P OF + -0' <br />� 4' SLA B <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />� � <br />TOP OF SLAB <br />a • <br />12" DIA SIMPSON STB2 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />EXT. PORCH SLAB <br />j/ <br />SEE SLAB SCHEDULE <br />A 4" CHAMFER (1STORY1 <br />z <br />BAR SIZE 48 BAR DIA. a'a <br />18" h <br />° <br />W/ 1/7' ISOLATION <br />6' CHAMFER (2STORV) <br />93 <br />. <br />• <br />16' O.C. VERTICALLY MAX <br />JOINT (WHERE <br />♦ <br />#4 2, <br />y - ♦ <br />APPLICABLE) <br />MATCH STEEL <br />E <br />#5 30' <br />6" PVC CHASE <br />'s REINFORCEMENT <br />H PER SCHEDULE <br />#G 36 <br />6' PVC CHASE THRU FOOTING <br />SEESCHEDULE <br />FOR W.D, BAR SIZE <br />THRU FOOTING <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />INTERIOR <br />FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR BAR 6ARBRE <br />AN08ARQUANTnY <br />PVC CHASE <br />PER SCHEDULE <br />9 <br />SC 314!' 1V-0" UPLIFT) <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />(NO <br />1 <br />1 <br />d N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-774-4078 <br />www.abdesigngro p.com <br />AA 8: 0003325 <br />W <br />QQa <br />a <br />A <br />BUDDIV. Ac L071 <br />ABBOTT PARK <br />LOT #9 <br />BLK #14 <br />PHASE 4C <br />PROJECT#► <br />04181.04C-09141 <br />MODEIa <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 8WD90: <br />LEFT <br />PAGE <br />DETAILS <br />160 MPH EXP. C <br />BIB 1�412 <br />ROLMD A ABOUCHACRA <br />AR NO W723 <br />DATW 02/07/22 <br />BPIEET <br />s1.1A <br />