Laserfiche WebLink
30" <br />MIN.EACH WAY <br />MONOLITHIC FOOTING <br />t <br />• <br />' <br />—� <br />Z <br />STEEL REINFORCING GROUTED <br />STEEL REINFORCING IN GROUTED <br />— <br />•� <br />� <br />� <br />Z <br />CELL SEE PLAN FOR SIZE AND <br />d ^ <br />d <br />CELL SEE PLAN FOR SIZE AND <br />av <br />• <br />' .•�D_. <br />0 > <br />C <br />SPACING REQUIREMENTS <br />p >_ <br />U <br />SPACING REQUIREMENTS <br />W <br />•- D-" <br />1D `�':—.w_..'7+._ • <br />GARAGE DOOR <br />RECESS <br />m= <br />a <br />va <br />K y <br />Q <br />FM <br />I{ <br />N <br />8" CMU WALL <br />p <br />_ <br />e" CM U WALL <br />' CORNER BARS, SAME SIZE AS BAR <br />N W <br />w x <br />B• <br />p <br />Z <br />•- 0' <br />• I (� IN FOUNDATION WITH 30" LEG EACH <br />I' <br />U <br />'oy <br />y (y <br />d '� -,k' I WAY A7 ALL CHANGES IN DIRECTIONS <br />N to <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... D� SO THAT THE STEEL REINF. IS CONTINUOUS <br />• • <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I •I <br />CURB FOR <br />• <br />• a• <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (15TORY) <br />d3 ig. <br />EXT. PORCH SLABCHAMFER <br />- VARIES <br />SEE SLAB SCHEDULE 70P OF GARAGE <br />1STORVW/ <br />()•0�(T' <br />7AR <br />` <br />• D. I .. 'ILL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />7'0• <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />1/2" ISOLATION <br />6" CHAMFER (2STORY) <br />ISOLATION <br />JOINT (WHERE d � <br />APPLICABLE Z <br />) <br />R4 24" <br />SEE SCHEDULE <br />#5 30' <br />JONT ( WHERE <br />APPLICABLE) <br />CHAMFER (2STORY)JOINT <br />SCHEDULE <br />ZWHEN <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE 36„ <br />xD, BAR SIZEAND <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR QUANTITY <br />QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />2 SCALE:34"=+'-a' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />scALE:a4"=r-a <br />GARAGE <br />3 <br />4 <br />SCALE: 3/4"=1'-0' <br />SCALE: 3/4"=1'-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 />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 24 WOOD BEARING <br />PROVIDE BLOCKING <br />wWALL <br />Wl BY No 2 STUDS SEE <br />wQ <br />I <br />PLANS FOR SPACING. SINGLE <br />a <br />y NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />Q a SECURED W/2-PART <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />a g I EPDXY. MIN. EMBED <br />SLAB W/10d MASONRY <br />2" CAPPED <br />GALVANIZED PIPE <br />Q 8, UNO <br />NAIL 16" O/C STAGGERED. <br />S p FOLLOW ALL MANF_ <br />WtFLANGE @ BASE <br />SPECIFICATIONS FOR <br />N Q USE AND <br />F m PREPARATION OF <br />C7 `� <br />W <br />HOLE. <br />W W <br />ix <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />w <br />SLAB W/(4) 1/4•' X 2 1/4" <br />_ <br />O U'} <br />y- B•{y <br />TAPCONS <br />Q <br />TOP OF SLAB <br />4•' CHAMFER (iSTORV) <br />8•' CHAMFER (2STORY) <br />• <br />EQ. EQ. <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />` o SCALE 3/4-1'41' <br />(NO UPLIFT) <br />5 <br />(� <br />SCALE: 3 4"=1'-0' <br />SCALE: <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 2xe WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ BY P No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. 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 SCHEDULE <br />2X WALL FRAMING <br />y_ ry <br />1PY' DIA. USP 72505D BOLTS 5" <br />TOP OF SLAB <br />'4• <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />18" O.C. VERTICALLY MAX <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />(„INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIGWALL TO <br />' 6GALE y4"=l- (NO UPLIFT) <br />BLOCK WALL CONNECTION <br />11 SCALE: 3/4"=1•-0" <br />d N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />M .abdeaigrWoup.com <br />AA B: 0003325 <br />0 <br />it <br />O <br />s� <br />G <br />aysniv. ae LOT: <br />SILVERADO <br />LOT #57 <br />BLK" #6 <br />PROJECT <br />04128.002-57061 <br />W0DEi: <br />4EHB <br />"2605- HAYDEN" <br />GARAGE BWMG: <br />LEFT <br />PARSE: <br />DETAILS <br />150 MPH EXP. B <br />DA 1/18/19 <br />aCALE: 1/4"=1'-0" <br />alfz= <br />St. IA <br />