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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />_iI, <br />d IL <br />STEEL REINFORCING IN GROUTED— <br />SEE PLAN FOR SIZE AND <br />—. <br />•�— <br />_ <br />arC <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />ILCELL <br />a <br />SPACING REQUIREMENTSP— <br />• .•w <br />G <br />uj <br />W <br />O <br />��—..' T.� <br />GARAGE DOOR <br />RECESS <br />W <br />I <br />o IL <br />aWj <br />..I,q. v <br />FM <br />cr N <br />8" CMU WALL <br />O <br />a" CMU WALL <br />, . CORNER BARS, SAME SIZE AS BAR <br />. <br />W <br />B+ <br />O <br />I IN FOUNDATION WITH 30" LEG EACH <br />d <br />W U <br />1/ <br />y <br />TOP OF SLAB <br />TOP OF SLAB <br />P WAY AT ALL CHANGES IN DIRECTIONS <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />I <br />ut a) <br />_ <br />+ <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I .I, <br />?k- <br />CURB FOR <br />. <br />e <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 4B BAR DI0. <br />4" CHAMFER (I -STORY) <br />18" <br />, <br />EXT.4" <br />�• <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />CHAMFER (1STORY) <br />w. I ..II` CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />'" 7L0, <br />ONRY <br />UNITS S SET <br />AT ELEV: <br />W/ 1/2" ISOLATION <br />JOINT (WHERE ^ F � � <br />6" CHAMFER (2STORY) <br />4`a 24" <br />W/ 1/r ISC�HOLATION—J <br />, 6" CHAMFER (2-STORY) <br />APPLICABLE) i <br />SEE SCHEDULE 3v' <br />JOINT (WHERE <br />APPLICABLE) i <br />; .? EE SCHEDULE <br />° <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />u8 35 <br />? <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (Ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 ar <br />EXTERIOR MONO -FOOTING <br />r�EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />6CALE:34"=1'-a' <br />L <br />SCALE:34"=1'-a' <br />GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 scALE: 3/4^=73. <br />4 <br />SCALE: <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 1Sd COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />W <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />W a I <br />PLANS FOR SPACING SINGLE <br />GALVANIZED PIPE <br />O N NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />W/FLANGE 6 BASE <br />O a SECURED W/ 2- PART <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />4 g EPDXY. MIN. EMBED <br />SLAB W/10d MASONRY <br />B", UNO <br />NAIL 16" O/C STAGGERED. <br />84 <br />FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />N <br />SECURE FLANGE 70 <br />USE <br />I <br />SLAB W/(4) 1/4" X 2 114" <br />TAPCONS <br />F PREPARATION OF <br />(9 v <br />to <br />W <br />HOLE. <br />w <br />w <br />SEE SLAB SCHEDULE <br />1 <br />p 0 <br />Q <br />QO <br />TOP OF SLAB ' <br />4" CHAMFER(ISTORY) <br />4 = • • <br />=d .�— <br />e <br />6" CHAMFER (2STORY) <br />A <br />EQ. EQ. <br />EE SCHEDULE <br />BOLLARD <br />FOR WxD, R SIZE <br />QUANTITY <br />AND BAR <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />MONOLITHIC <br />FOUNDATION <br />$ <br />scALE:3°"=''-o <br />(NO UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />16" O/C STAGGERED. <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL(TYP.) <br />SEE SLAB SCHEDULE2X <br />WALL FRAMING <br />W.GROUTED <br />12" DIA. USP 725OSD BOLTS 5'TOP <br />OF SLAB'e• <br />MINIMUM EMBEDMENT INTO <br />CELL, 4" FROM ENDS AND <br />16" O.C. VERTICALLY MAX <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRG WALL TO <br />(NO UPLIFT) <br />BLOCK WALL CONNECTION <br />1 SCALE: 3/4"=,•-a' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdosWngroup.com <br />L AA 8: 0003325 <br />summ ar Lon <br />SILVERADO <br />LOT #12 <br />BLK. # 12 <br />PnOaMT* <br />04128.002-12121 <br />moDzu <br />4EHB <br />"2605- HAYDEN" <br />GAieuaa OWD90- <br />RIGHT <br />PAOM <br />DETAILS <br />150 MPH EXP. B <br />11/157me <br />BCAM 1/4"=1'-0" <br />wimcvr <br />S1.1A <br />