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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />t <br />� � <br />Z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Z_�� <br />d y <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />. <br />�"` c <br />I • ��s•. .�'.• <br />_ <br />� a <br />SPACING REQUIREMENTS <br />O Y <br />SPACING REQUIREMENTS <br />111 <br />O <br />W <br />—�_ <br />1a. <br />GARAGE DOOR <br />W <br />U <br />O0 O <br />w <br />' <br />I -�FM <br />RECESS <br />K N <br />Q <br />•� <br />•., <br />@+ <br />0 0 Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />� CORNER BARS, SAME SIZE AS BAR <br />W <br />o m <br />o <br />2e <br />'- <br />. I . IN FOUNDATION WITH 3d' LEG EACH <br />I. <br />N = <br />•_ <br />TOP OF SLAB <br />.e WAY AT ALL CHANGES IN DIRECTIONS <br />I.. • SO THAT THE STEEL REINF. IS CONTINUOUS <br />d01 <br />TOP OF BLAB <br />.... , .' ,: •. <br />•---� <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CUR FOR <br />• <br />° <br />EXT. PORCH SLAB • <br />W/ ISOLATION <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (I -STORY) <br />• <br />EXT. PORCH SLAB <br />•'� SEE SLAB SCHEDULE TOP OF GARAGE <br />ILL <br />�' P. , I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />.- 7• AT ELEV: <br />ip• <br />1/2' .. <br />JOINT (WHERE • • <br />8" CHAMFER (2-STORY)W/ <br />1/2" ISOLATION <br />4" CHAMFER 1 <br />( -STORY) <br />„� 8"CHAMFER (2-STORY) <br />..' <br />p-p" <br />APPLICABLE) Z <br />SEE SCHEDULE <br />M#747 <br />JOINT(WHERE <br />APPLICABLE) <br />• • EE SCHEDULE <br />a. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WAD, BAR SIZE <br />_Z <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />iv <br />AND BAR QUANTITY <br />NUMBER OF BARS Ile. 2 TO 3, PROVIDE BARS), UNO <br />r,1EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />scALE:3a"=r-d' <br />2 <br />ep GARAGE SCALE:3W=1'-0" <br />CORNER BARS DETAIL <br />1 DOOR OPENING <br />3 SCALE: 3/4"=1'-d' <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 W/ 18d COMMON <br />AND NAIL W/ 1-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/ PLAN <br />2.4 OR 2.6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2xe WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />ID <br />❑ <br />No 2 STUDS SEE PLANS FOR <br />SPACING. SINGLE BTM. PLATE SECURE ST. PLATE TO SLAB WN <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />2" CAPPED <br />GALVANIZED PIPE <br />5 NEW REINF. BAR <br />O a SECURED W/ 2- PART <br />1/2"xB•' WEDGE ANCHOR W/2' <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 G BASE <br />� g EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. ®18' OC <br />SLAB W/10d MASONRY <br />S. UNO <br />USP SPTH4 OR SPTHS BTM MAX <br />NAIL 16" O/C STAGGERED. <br />O FOLLOW ALL MANF. <br />AND TOP PLATE ANCHORS W/ <br />SPECIFICATIONS FOR <br />dl <br />10d x 1 112" COMMON NAILS <br />m USE AND <br />I <br />FILL ALL HOLES, DO NOT USE <br />SECURE FLANGE TO <br />I=- PREPARATION OF <br />10d x 3' W <br />w <br />SLAB W/(4) 1/4" X 2 1/4" <br />Z HOLE. <br />IY SLAB SCHEDULEIY <br />SEE SLAB SCHEDULE <br />TAPCONS <br />W <br />2 <br />Q <br />[SEE <br />O' �O <br />TOP OF SLAB <br />•. <br />TOP OF SLAB <br />4" CHAMFER (1-STORY) <br />°" ice`° <br />~- <br />• �= ' • —° n <br />6" CHAMFER (2-STORY) <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ, SEE SCHEDULE <br />FOR WAD, BAR SIZE <br />FOR VVAD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />BOLLARD <br />5 <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />SCALE: 314"=,•-d' <br />MONOLITHIC <br />FOUNDATION <br />SCALE: 3l4"=1'-0" <br />SCALE: 3/4"=1'-O' <br />(NO UPLIFT) <br />6 <br />(W/UPLIFT) <br />SCALE: 3<a"=1•-d <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS.,"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 AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL WI SYP Na 2 STUDB SEE <br />g <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE FT. <br />SECURE B7. PLATE TO <br />O > <br />PROVIDE DBL. TOP PLATE <br />SLAB W"tO MASONRY NAIL <br />16" O/C STAGGERED. <br />t <br />W <br />U <br />v <br />p N <br />8" CMU WALL <br />c <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL(TYP.) <br />70P OF SLAB <br />SEE SLAB SCHEDULE <br />I, <br />2X WALL FRAMING <br />IGROUTED <br />• <br />% SEE SLAB SCHEDULE <br />1/2" DIA. USP 7250SD BOLTS 5"OP <br />TF SLABMINIMUM <br />O <br />EMBEDMENT INTO <br />'ISOLATED" COLUMN PAD <br />CELL, 4" FROM ENDS AND <br />°v� <br />�.. • <br />to <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />•r <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />° <br />SEE SCHEDULE <br />FOR WAD, BAR SIZE <br />/ FOR WAD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />,11NTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-01' <br />11 SCALE: 314"=l'-d' <br />.00 <br />•1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abde•tgngroup.com <br />AA#: 0003325 . <br />ammo <br />ounDiv. Me LOT: <br />SILVERADO <br />LOT #52 <br />BLK #6 <br />Pnon=T# <br />04128.002-52061 <br />MODa2. <br />4ENB <br />"1751—NEUVILLE" <br />GARAOZ SWUM: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. Bj <br />