Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />� <br />s sv <br />Z <br />STEEL REINFORCING IN GROUTED <br />Z <br />STEEL REINFORCING IN GROUTED <br />— • <br />v . <br />g <br />CELL SEE PLAN FOR SIZE AND <br />CELL SEE PLAN FOR SIZE AND <br />c <br />e.rf <br />a <br />Tt <br />SPACING REQUIREMENTS <br />O } <br />< LU <br />SPACING REQUIREMENTS <br />1111 ' o—s <br />�1r °� <br />GARAGE DOOR <br />ca U <br />W <br />.. 7-+— <br />RECESS <br />w <br />N <br />Q <br />a �FM <br />f <br />m W <br />w w - Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />r . CORNER BARS, SAME SIZE AS BAR <br />N W 8« <br />w <br />Z <br />« <br />�'� IN FOUNDATION WITH 30" LEG EACH <br />ID U <br />^� <br />TOP OF SLAB <br />d WAY AT ALL CHANGES IN DIRECTIONS <br />(... SO THAT THE STEEL REINF. IS CONTINUOUS <br />N N <br />TOP OF SLAB <br />• <br />MATCH AMOUNT OF CONTINUOUS BARSCURB <br />FOR <br />EXT. PORCH SLAB <br />ISOLATION <br />7AOND <br />SEE SLAB SCHEDULE <br />SIZE <br />CHAMFER (1STORY) <br />#3 <br />EXT. PORCH SLABW/1/2" <br />ESIMASONRY <br />TOP OF GARAGE <br />SEE SLAB SCHEDULE <br />(1STORY)CHAMFER <br />I .BAR <br />°"o. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITSSET <br />'- Z=p, AT ELEV: <br />JOINT (WHERE <br />(25TORY) <br />#4 <br />W/ 1/2ISOLATIONER <br />=L2 <br />ER (2-STORY)APPLICABLE) <br />2i <br />SCHEDULE #s <br />N36' <br />OINT ERE <br />(ULEPPLCLE) <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WXD, BAR SIZE #8 <br />R SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AR QUANTITY <br />ANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />scALE:34=1-a <br />2 <br />scALE:3c'=r-a <br />@ GARAGE <br />3 CORNER BARS DETAIL <br />DOOR OPENING <br />q <br />SCALE' 3/4"=1'-0" <br />SCALE: 3/4"=1'-a' <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 W/ 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/PUW <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2.4 OR 2.6 WOOD BEARING PROVIDE BLOCKING <br />w <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />Lx <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATETOSLABVJ/ <br />PLANS FOR SPACING, SINGLE <br />2" CAPPED <br />d <br />y NEW REINF_ BAR <br />SPACING. SINGLE BTM. PLATE <br />1/2"x8" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />GALVANIZED PIPE <br />O a SECURED W/2-PART <br />TO BE PT. PROVIDE DBL TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />W/FLANGE BASE <br />� <br />d g EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. @ 16' OC <br />SLAB W/70d MASONRY <br />Q w UNO <br />LISP SPTH4 OR SPTHB BTM MAY, <br />NAIL i6" O/C STAGGERED. <br />ADDITIONAL METAL <br />4 <br />S p FOLLOW ALL MANF. <br />AND TOP PLATE ANCHORS W/ <br />CONNECTORS NOT <br />coPECIFICATIONS FOR <br />tOd x 1 1/2" COMMON NAILS <br />REQUIRED WHEN NO <br />USE AND <br />H co <br />FILL ALL HOLES, DO NOT USE <br />UPLIFT IS PRESENT. <br />SECURE FLANTO <br />GE <br />PREPARATION OF <br />v <br />10d x 3" W <br />W <br />SLAB W10) 1/4" X 2 1W <br />HOLE. <br />Z <br />tt SEE SLAB SCHEDULE <br />¢ SLAB SCHEDULE <br />TAPCONS <br />w <br />Q <br />ix <br />FEE <br />a -a <br />TOP OF SLAB <br />TOP OF SLAB <br />4" CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />. <br />• : : 4i <br />• Aii <br />EQ. EQ. SEE SCHEDULE <br />I, EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />BOLLARD <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />MONOLITHIC <br />FOUNDATION <br />7 SCALE: 3/4"=1'-01' <br />(W/ UPLIFT) <br />SCALE:34"=1'-0 <br />(NO UPLIFT) <br />6 <br />scALE' aa'=r-a' <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 INGROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />BTM. PLATE TO BE PT. <br />O } <br />PROVIDE DBL. TOP PLATE <br />SLAB W/tOtl MASONRY NAIL <br />t <br />16" O/C STAGGERED. <br />Q <br />ADDITIONALMETAL <br />m U <br />CONNECTORSNOT <br />v d <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />K to <br />O <br />8" CMU WALL <br />p <br />POURED LINTEL COW -(NP.) <br />8" CMU FILLED CELL (TYP.) <br />,- TOP OF SlA6 <br />SEE SLAB SCHEDULE <br />.:D,. <br />I. <br />2X WALL FRAMING <br />«_ a' <br />-a <br />SEE SLAB SCHEDULE <br />` 1/2" DIA. USP 72508D BOLTS 5" <br />TOP OF SLAB <br />.'ae <br />"...�+- <br />Z <br />? <br />a <br />"ISOLATED" COLUMN PAD <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />b.I <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />�, <br />• <br />5� POURED MONOLITHICALLY WTH <br />J .-•? FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />.^ <br />/FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />9 SCALE:3/4"=1'_a' (NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-01' <br />A N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwAbdesigpgrouP.w <br />AA #: 0003325 <br />°n <br />Q <br />W <br />Will <br />aunDiv a• r or <br />SILVERADO <br />LOT #21 <br />BLK #7ECT PROJ <br />04128.002-21071 <br />MODZIA <br />4ENB <br />"1751-NEUVILLE" <br />GARAGE STUNG: <br />LEFT <br />PACE: <br />DETAILS <br />50 MPH EXP. 50 <br />D TM 06/04/19 <br />SCALE: 1/4"=1'-0" <br />allEw <br />S1.1A <br />