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IF <br />30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />i <br />REINFORCING IN GROUTEDCELL <br />STEELREINFORCINGIN GROUTEDSTEEL <br />d <br />CELL SEE PLAN FOR SIZE AND <br />SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />_c <br />SPACING REQUIREMENTS <br />fK�ll <br />. -. <br />OARAGE DOOR <br />RECESS <br />(L <br />FM2 <br />°, <br />8"CMU WALL" <br />CMU WALL <br />. CORNER BARS, SAME SIZE AS BAR <br />W wp <br />+- 0'-0' <br />° • <br />IN FOUNDATION WITH 30"LEG EACH-0•-0• <br />N h <br />- V WAY AT ALL CHANGES IN DIRECTIONS <br />•� <br />TOP OF SLAB <br />.-- <br />TOP OF SLAB <br />I ... - "I SO THAT THE STEEL REINF. IS CONTINUOUS <br />AMOUNT OF CONTINUOUS BARS <br />EXT. PORCH SLABCHAMFER(1-STORY) <br />SLAB SCHEDULE <br />46 BAR DIA. <br />•LLFOOTING <br />EXT. PORCH SLAB <br />V IESMATCH <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />ICONTINUOUS STEEL MONOLITHIC <br />REINFORCEMENT SEE SCHEDULE <br />UN TS SERSEE <br />ISIZE <br />AT ELEV: <br />'- 7Lp+W!112" <br />ISOLATIONCHAMFER <br />JOINT (WHERE <br />7AND <br />(1 TORY) #3 ,s,. <br />#4 24" <br />WI 1/2" ISOLATION <br />I 4" CHAMFER (1-STORY) <br />1 6" CHAMFER (2STORY) <br />"`•---.ss7-----"'i <br />APPLICABLE) Z <br />SCHEDULE 30" <br />JOINT (WHERE <br />EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />xD, BAR SIZE <br />36 <br />APPLICABLE) <br />? <br />° FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AR QUANTITY <br />g <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />scALE:34"=,'-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />scALE:34"=r-0' <br />@ GARAGE <br />3 <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'4' <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 46' <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/ PLAN <br />w <br />I <br />2z4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />j NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB WI <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O a SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />i/2'x9" WEDGE ANCHOR Wl2" <br />BTM. PLATE TO BE PT. <br />WIFLANGE BASE <br />0. g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />— 8", LINO <br />PLATE <br />EPDXY 5-1Y1" EMBED. MIN. 0 16" OC <br />SLAB W/10d MASONRY <br />¢ O FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 16" O/C STAGGERED. <br />_ m SPECIFICATIONS FOR <br />rn <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />SECURE FLANGE T <br />S USE AND <br />H I <br />ANCHORS W/ 10d x 1 1/2" <br />CONNECTORS NOT <br />SLAB WI(4)1/4!'X 21 /4" <br />`r HOLE. <br />COMMON NAILS FILL ALL h <br />rn UPLIFT IS PRESENT. <br />TAPCONS <br />Z <br />HOLES, DO NOT USE 10d W <br />W <br />z 3" IxSEE SLAB SCHEDULE <br />cc <br />SEE SLAB SCHEDULE <br />w <br />,� <br />70P OF SLAB .. <br />TOP OF SLAB <br />4" CHAMFER (1 STORY) <br />•: • <br />6" CHAMFER (2-STORY) <br />°.�� <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />6 <br />B°ALE:3/4"=,'-0" (NO UPLIFT) <br />SCALE:3/4"=V-0" <br />SQALE:3/4"=''-0" (N(/ UPLIFT) <br />LAP TOP PLATE A MIN, OF 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />Z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL WI SYP No 2 STUDS SEE <br />Q '� <br />4. <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />O <br />BTM. PLATE TO BE PT. <br />PROVIDE OBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />w <br />16" O/C STAGGERED. <br />U <br />ADDITIONAL METAL <br />d <br />CONNECTORS NOT <br />N <br />8"CMU WALL <br />REQUIRED WHEN <br />UPLIFT IS PRESENT.T. <br />-0 <br />+- 0'' <br />.I• <br />;. POURED LINTEL CONT. (TYP.) <br />8"CMU FILLED CELL (TYP.) <br />• <br />TOP OF SLAB <br />'�p.. <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />112" DIA. SIMPSON STB2 BOLTS 5" <br />+- 0'-0" <br />Z <br />Z <br />— <br />• <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />a • <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />F-FOR <br />16" O,C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />° -� <br />-- —FOUNDATION AND SLAB <br />° <br />CHEDULE <br />SEE SCHEDULE <br />D, BAR SIZE <br />FOR WxD, BAR SIZE <br />✓ AND BAR QUANTITY <br />AND BAR QUANTITY <br />�/LL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />9 scALE:3/4"=V-0" (NO UPLIFT) <br />S.ALF:34"=1'-0" <br />11 SCALE: 3/4"=1'-0" <br />i441 N. RONALD REAGAN Bl <br />LONGWOOD, FL 32780 <br />PH: 407-7744078 <br />FAX., 407-7744078 <br />www.abtleaigngrouP•com <br />AA #: 0003325 <br />aysDIV at LOT: <br />SILVERADO <br />LOT #5 <br />BLK. #19 <br />PROJECT# <br />04128.002-05192 <br />MODErr <br />4EAB <br />"1672- ARIA" <br />GARAGE BWn4G: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH E <br />Dancr <br />AB.. 4/29/20 <br />aCALE: 1/4"=1'-0" <br />8HzzT <br />S1.1A <br />