Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z_ <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />v — <br />CELL SEE PLAN FOR SIZE AND <br />Q 0- <br />CE LL SEE PLAN FOR SIZE AND <br />v <br />0 > <br />SPACING REQUIREMENTS <br />O <br />¢¢ <br />'I. SPACING REQUIREMENTS <br />r '°'— <br />�v. <br />GARAGE DOOR <br />t <br />m V <br />ur <br />�•: .. <br />. . <br />RECESS <br />mU <br />a:3 <br />or <br />FM <br />s.. <br />m� <br />g <br />a o_ <br />K N <br />Q <br />1 <br />rn O <br />6" <br />O to <br />8" CMU WALL <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS BAR <br />W <br />IN FOUNDATION WITH 30" LEG EACH <br />I <br />= <br />y <br />! _ WAY AT ALL CHANGES IN DIRECTIONS <br />°°� <br />m <br />e—+ TOP OF SLAB <br />TOP OF SLAB <br />I ... - SO THAT THE STEEL REINF. IS CONTINUOUS <br />- <br />..� <br />5-rt <br />_ <br />.-y�� • <br />.el, - MATCH AMOUNT OF CONTINUOUS BARS <br />_ . v <br />CURB FOR <br />. .. <br />• <br />4 <br />EXT. PORCH SLAB • <br />SEE SLAB SCHEDULE' <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (I -STORY) <br />EXT. PORCH SLAB <br />• VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />i <br />°-"o. I°: 'ILL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />7b. <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1/2" ISOLATI. > <br />l .. �,. <br />#3 18" <br />6" CHAMFER (2-STORY) <br />4" CHAMFER (15TORV) <br />Il <br />0-0. <br />JOINT (WHERE • • <br />#4 24" <br />W/ 1/T• ISOLATION <br />6" CHAMFER (2STOR <br />• Y) <br />a <br />° <br />APPLICABLE) 2 <br />SEE SCHEDULE <br />#6 30' <br />JOINT (WHERE. <br />APPLICABLE) Z <br />•' a EE SCHEDULE <br />4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />� <br />FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />3v <br />AND BAR QUANTITY <br />AND BAR 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 />1 <br />SCALE:34"=1'-0' <br />GARAGE scALE 34"=1-a' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 <br />SCALE: 3/4"=1'-V' <br />4 <br />SCALE: 314"=1'-0' <br />LAPTOP 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 />W <br />WALL W/ SVP No 2 STUDS SEE <br />2" CAPPED <br />W L I <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />2 NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />W/FLANGE @ BASE <br />O a SECURED W/ 2- PART <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />0= I <br />a g EPDXY.MIN. EMBED <br />SLAB W/10d MASONRY <br />o <br />J Q 8", UNO <br />NAIL 16" O/C STAGGERED. <br />Q p FOLLOW ALL MANF. <br />= SPECIFICATIONS FOR <br />SECURE FLANGE TO <br />N Q USE AND <br />I <br />SLAB W/(4) 1/4' X 21/4" <br />PREPARATION OF <br />TAPCONS <br />(7 < HOLE. <br />W <br />W w <br />It <br />SEE SLAB SCHEDULE <br />a <br />_vim <br />'01TOP OF SLAB <br />4" CHAMFER (1STORY) <br />6" CHAMFER (2-STORY) <br />e <br />• � s <br />EQ. EQ. <br />EE SCHEDULE <br />FOR WxD, R SIZE <br />5 BOLLARD <br />AND BAR QUANTITY <br />scALE:3c=1-a <br />ADDING BAR TO <br />p INTERIOR CURB FOUNDATION <br />WOOD WALL <br />MONOLITHIC <br />FOUNDATION <br />$ SCALE:3/4"=1'-0" <br />(NO UPLIFT) <br />6 <br />SCALE <br />LAP TOP PLATE A MIN. OF 48- <br />AND NAIL W/ 16d COMMON <br />1! <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL Wi 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 BT. PLATETO <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 />+- 0 <br />/2" DIA. USP 725OSD BOLTS S' <br />TOP OF SLAB �_...�.. <br />'4• <br />MINIMUM EMBEDMENT INTO <br />GROUTED 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 BRIG WALL TO <br />SCALE: 3/4"=1'-a' <br />D <br />(NO UPLIFT) <br />BLOCK WALL CONNECTION <br />11 SCALE: 3/4"=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />W ww.a bdesigngro up.00m <br />L AA #: 0003325 <br />g <br />0 <br />C <br />a <br />aunDi`I. ae LOT. <br />SILVERADO <br />LOT #8 <br />BLK. #11 <br />PROJECT/L <br />04128.002-08111 <br />MODEL <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 3TIMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />PAX M A MA <br />AR No 93M <br />nw 10/23/18 <br />ff <br />1/4-=1'-0".1A <br />