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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />I <br />i <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />5 <br />CELL SEE PLAN FOR SIZE AND <br />Q 4. <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />d <br />rr <br />K C <br />SPACING REQUIREMENTS <br />_ <br />�•:.�` <br />GARAGE DOOR <br />UO <br />W <br />w <br />T`—..s. <br />�°� <br />w RECESS <br />�7 <br />C� <br />to <br />Q <br />_... •� <br />.I <br />- .' FM <br />5M <br />w e" <br />N i <br />io <br />W CMU WALL <br />O <br />8"CMU WALL <br />I , CORNER BARS, SAME SIZE AS LARGER BAR <br />w <br />O <br />i <br />IN FOUNDATION WITH 30" LEG EACH <br />' <br />w = <br />m <br />+- 0'-0' <br />TOP OF SLAB <br />+- 0'-0' <br />TOP OF SLAB <br />I WAY AT ALL CHANGES IN DIRECTIONS <br />I .., I •1 SO THAT THE STEEL REINF. IS CONTINUOUS <br />N <br />• • <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />• <br />a' <br />PORCH SLAB <br />•._ <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4"CHAMFER (I-STORY)FOOTING <br />19" <br />- <br />" <br />EXT. PORCH SLAB <br />RIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER <br />f <br />-- v. I.I ..lo_ CONTINUOUS STEEL MONOLITHIC <br />° REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />N UNITS SET <br />�;pr AT ELEV: <br />W/ 1 <br />W/ 1l2"ISOLATION < <br />JOINT (WHERE. <br />6' CHAMFER (2STORY) <br />pq 24" <br />W/ 1/2" ISOLATION <br />(I -STORY) <br />Il. . 6" CHAMFER (2-STORY) <br />e <br />; <br />0'-0" <br />APPLICABLE) i <br />SEE SCHEDULE 30„ <br />JOINT (WHERE <br />APPLICABLE) <br />i <br />•' i EE SCHEDULE <br />4- <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />g <br />FOR WxD, BAR SIZE <br />36"DIFFERENT <br />FOR WxD, BAR SIZE <br />NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY #7 <br />iv <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 70 3, PROVIDE 2 BARS), UNO <br />47' <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:3/4"=V-0" <br />@ GARAGE SCALE:31a"=1'-°" <br />ARS DETAIL <br />DOOR OPENING <br />022nl� <br />SCALE: 3l4"=1'-0" <br />4 SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN, OF 48" <br />AND NAIL WI 16d COMMON <br />AND NAIL W/ 16d COMMON <br />HEIGHT <br />NAILS, 2-ROWS, 4" VERIFY HEIGHT O/C BTM. <br />VERIFYHEIGHT <br />NAILS, 2-ROWS, 4" On BTM. EIEI <br />OF WALL <br />LAP TO OCCUR OVER STUD PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL WI SYP No 2 STUDS SEE <br />LLI <br />O o. ' <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />N NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 1/2"x0" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />O a SECURED W/ 2• PART <br />TO PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />2" CAPPED <br />K ( <br />a 5 EPDXY. MIN. EMBED <br />PLATETE <br />EPDXY 6-1/2" EMBED. MIN. (� 78" OC <br />SLAB V 0/d MASONRY <br />NAIL 16" O/C STAGGERED. <br />GALVANIZED PIPE <br />-� p <br />MAX <br />PAND <br />ADDITIONAL METAL <br />W/FLANGE ®BASE <br />FOLLOW ALL MANF. <br />BTM TOP PLATE <br />CONNECTORS NOT <br />CONNECTORS <br />SPECIFICATIONS FOR <br />ANCHORS Wl tOd x 1 1/2" <br />REQUIRED WHEN NO <br />_ I USE AND <br />COMMON NAILS FILL ALL y <br />N UPLIFT IS PRESENT. <br />ion <br />PREPARATION OF <br />HOLES, DO NOT USE 10d W <br />w <br />HOLE. <br />K <br />x 3" SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />CISSLAB <br />Q <br />W/(4) 1/4" X 2 114" <br />°� -Q <br />0 0" <br />TAPCONS <br />TOP OF SLAB <br />TOP OF SLAG - - <br />Q <br />4" CHAMFER (I -STORY) <br />6" CHAMFER (2-STORY) <br />:• <br />_� ` :4a <br />a .�.. <br />EQ EQ. SEE SCHEDULE <br />EQ EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />%1 BOLLARD <br />5 <br />6 <br />MONOLITHIC FOUNDATION <br />p <br />8 SCALE:34"=1'-0" <br />(NO UPLIFT) <br />SCALE: 3/4"=V-a' <br />(W/ UPLIFT) <br />scALE:3/a'•=r-0" <br />scALE:3la"=,,-0" <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 />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />20 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />i <br />WALL W/ SYP No 2 STUDS SEE <br />g <br />PLANS FOR SPACING. SINGLE <br />Q ^ <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB Wl10d MASONRY NAIL <br />0.} <br />PROVIDE DBL. TOP PLATE <br />181, STAGGERED. <br />t <br /><O/C W <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />v -� <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />8" CMU WALL <br />B' VARIEB B' <br />i <br />OURED LINTEL CONT. (TYP.) <br />6"CMU FILLED CELL (TVP.) <br />3''2XWALLFRAMINGJ�l <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />1p <br />SLAB <br />a• <br />i <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STS2 BOLTS 6" <br />MINIMUM EMBEDMENT INTO <br />S <br />- <br />f"ISOLATED" <br />COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />4• <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />E SCHEDULEOR <br />WxD, BAR SIZE <br />WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SHOWER RECESS FOOTER <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />12 <br />SCALE: 1^=r-o• <br />9 BDALE: 3/4"=1'-0° <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: M-1'-0" <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdeaigngroup.com <br />AA 8: 0003328 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 81349 &2628 <br />FAX: 8134IM2802 <br />aLJHDIV. ae MT <br />SILVERADO <br />LOT #13 <br />BLK #13 <br />PROJECT# <br />03719,000-13 <br />Mopma <br />2795-F <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />