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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />c <br />aO <br />CELL SEE PLAN FOR SIZE AND <br />Q d <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />c_ <br />a} <br />}W <br />SPACING REQUIREMENTS <br />GARAGE DOOR <br />a <br />U <br />W <br />¢_s <br />11• �I.". <br />RECESS <br />mU <br />ea <br />a <br />° —FM <br />g5 <br />o. <br />O to g <br />8" CMU WALL <br />V) <br />Z <br />8" CMU WALL <br />0'-0" <br />> . CORNER BARS, SAME SIZE AS BAR <br />I I IN FOUNDATION WITH 30" LEG EACH <br />W W 8' <br />W = <br />UU <br />o <br />0-0 <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />.,. SO THAT THE STEEL REINF. IS CONTINUOUS <br />tq <br />T�.�GARA- <br />- <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />.... <br />• <br />, <br />MASONRY <br />EXT. PORCH SLAB <br /><• <br />SEE SLAB SCHEDULE <br />IZE 48 BAR DIA <br />q'• CHAMFER (15TORY) <br />, <br />EXT. PORCH SLAB <br />" SEE SLAB SCHEDULE TOP <br />LL CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />2=p. AT ELEV: <br />W/ 12" ISOLATION <br />6" CHAMFER (2STORY) t6" <br />- 4" CHAMFER (,STORY) <br />(tee <br />0'-0•• <br />JOINT (WHERE <br />24', <br />6" CHAMFER(2STORY)E <br />APPLICABLE) Z <br />SEE SCHEDULE 3Q <br />JOINT (WHEREWllrz'I <br />i <br />Ap EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE <br />APPLICABLE) <br />i <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 (ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 <br />SCALE:34'"=1'-0 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />GARAGE <br />4 <br />SCALE :3/a 1'-0 <br />SCALE:3l4"=1'-D' <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 Wl 16d 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 <br />p <br />2x4 OR 2x6 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 />2" CAPPED <br />j V) NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O d SECURED Wl2- PART <br />K g <br />SPACING. SINGLE BTM. PLATE <br />WEDGE <br />WEDGE ANCHOR W/ 2' <br />BTM. PLATE TO BE PT. <br />W/FIANGE Q BASE <br />a EPDXY. MIN, EMBED <br />I <br />TO 8E PT. PROVIDE DBL TOP <br />WASH <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL TOP PLATE SECURE BT. PLATE TO <br />Q 8", UNO <br />PLATE <br />EPDXY S112"EMBED. MIN. Q 16' OC <br />SLAB W/10d MASONRY <br />'p <br />Q FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 16" OIC STAGGERED. <br />in <br />= K SPECIFICATIONS FOR <br />a) ¢ I USE AND <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />ap <br />F PREPARATION OF <br />ANCHORS W/,Od x 1 1/2" <br />REQUIRED WHEN NO <br />SLAB W/(4)114" X21/4" <br />O IX HOLE. <br />COMMON NAILS FILL ALL <br />u1 UPLIFT IS PRESENT. <br />TAPCONS <br />W � <br />w <br />HOLES, DO NOT USE 10tl W <br />W <br />x 3" EE SLAB SCHEDULE <br />It <br />Ir SLAB SCHEDULE <br />85 p �O} <br />Q <br />' <br />Q <br />+-0 � - fs, <br />TOP OF SLAB <br />[SEE <br />.-as <br />. ; <br />� ... <br />4•' CHAMFER(1STORY) <br />• <br />G' CHAMFER (2-STORY) <br />•��e_ , <br />EQ. EQ. E SCHEDULE <br />EQ. EQ.----SEE SCHEDULE <br />FOR MD, BAR SIZE <br />FOR WxD, BAR SIZE <br />��� BOLLARD <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />scALE:3a=1-a' <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />.INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />� <br />SCALE:3l4"=1'-0" (NO UPLIFT) <br />SCALE:3/4"=1'-0" <br />sDALE 3/4"=,•�•• (W/UPLIFT) <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 />Z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALLW/SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />O IL <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB Wl10d MASONRY NAIL <br />¢ W <br />05 <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />a <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />p V) <br />IT' CMU WALL <br />UPLIFT IS PRESENT. <br />2 <br />+' <br />POURED LINTEL CONT. (TYP.) <br />�: <br />8" CMU FILLED CELL (TYP.) <br />TOP OF S. <br />SEE SLAB SCHEDULE <br />I• <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />12" DIA SIMPSON STB2 BOLTS S' <br />+- 0'A" <br />Z <br />Z <br />— <br />o <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />a• <br />_ <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />< <br />m <br />.CENTERED UNDER WALL AND <br />POURED MONOLRHICALLY WITH <br />j <br />16'O.C. VERTICALLY MAX <br />°.— <br />— — FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />.�---g <br />. <br />FOR MD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />I' <br />x <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />B scALE:34"=,� (NO UPLIFT) <br />10 <br />SCALE:34"=,'�' <br />11 SCALE:3/4"=1'-a' <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.apcom <br />AA C DOM= <br />d <br />u <br />1 <br />Im <br />4a <br />as <br />C <br />ya$� <br />i <br />aysaty a. MT: <br />SILVERADO <br />LOT 23 <br />BLK 18 <br />P1DJECT# <br />04128.002 23181 <br />),coals.: <br />4EBB <br />"1828—CALI" <br />GARAGE SVFMC9t <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />