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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />i <br />— . <br />STEEL REINFORCING IN GROUTED <br />g <br />STEEL REINFORCING IN GROUTED <br />•• — <br />., pv <br />rf <br />CELL SEE PLAN FOR SIZE AND <br />a d <br />CELL SEE PLAN FOR SIZE AND <br />• + <br />oa <br />SPACING REQUIREMENT3 <br />0� <br />SPACING REQUIREMENTS <br />P_ <br />T <br />GARAGE DOOR <br />W� <br />+ .",.. <br />J <br />RECESS <br />WC <br />�aFM <br />< <br />•, <br />a <br />to Z <br />8" CMU WALL <br />O N <br />8" CMU WALL <br />.. CORNER BARS, SAME SIZE AS BAR <br />I <br />W = B+ <br />O <br />p <br />. IN FOUNDATION WITH 30' LEG EACH <br />W <br />WAY AT ALL CHANGES INI DIRECTIONS <br />W N <br />M <br />•_ TOP OF SLAB <br />TOP OF SLAB <br />I .., al SO THAT THE STEEL REINF. IS CONTINUWS <br />,I.I.. <br />.•' <br />• <br />• MATCH AMOUNT OF CONTINUOUS BARS <br />•I <br />CURB FOR <br />•SEE <br />° <br />EXT. PORCH SLAB ^ <br />SLAB SCHEDULEVAR) <br />BAR Sig 48 BAR DIA <br />4" CHAMFER (1STORY) <br />•_� SEE SLAB SCHEDULE TOP OF GARAGE <br />I2 <br />+.. R. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />'- 7;0. AT ELEV: <br />W/ 1/2" ISOLATION <br />JOINT (WHERE <br />6" CHAMFER (2-STORY) 16' <br />#4 24" <br />EXT. PORCH SLAB <br />Wl 1/2 ISOLATION <br />4" CHAMFER (ISTORY) <br />ILA 6" CHAMFER (2STORY) <br />0'-0' <br />APPLICABLE) Z <br />SEE SCHEDULE 30, <br />JOINT (WHERE. <br />•! i <br />4 EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE <br />APPLICABLE) <br />Z <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY 46 36 <br />AND BAR QUANTITY <br />NUMBER OF BARS Lie. 2 TO 3, PROVIDE 2 BARS), LINO <br />97 42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />scALE:3/4"=,'.a' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />scALE:3a"=,'a' <br />@ GARAGE <br />3 <br />4 <br />SCALE: 3/4"=l'-U' <br />SCALE:34„=1'-a <br />LAP TOP PLATE A MIN. OF 48' <br />LAP TOP PLATE A MIN. OF Or <br />AND NAIL W/ ,Sd COMMON <br />AND NAIL W/ 16d COMMON <br />VERIFY HEI <br />NAILS, 2-ROWS, 4" O/C BTM. HEIGHT <br />EIW <br />NAILS, 2-ROWS, 4" VERIFY HEIGHT <br />O/C BTM. <br />OF WALL P <br />LAP TO OCCUR OVER STUD LAN <br />LAP 70 OCCUR OVER STUD OF WALL PLAN <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />.WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />S NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB VM <br />PLANS FOR SPACING, SINGLE <br />GALVANIZED PIPE <br />O a SECURED W/ 2-PART <br />SPACING. BINDLE BTM. PLATE <br />12"x9" WEDGE ANCHOR W/ 2' <br />BTM. PLATE TO BE PT. <br />W/FLANGE 0B4SE <br />y g EPDXY. MIN. EMBED <br />70 BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE B7. PLATE TO <br />J g 8", UNO <br />PLATE <br />EPDXY 5-1/7 EMBED. MIN. ®iB" OC <br />SLAB W/10d MASONRY <br />4 <br />FOLLOW ALL MANF. <br />= <br />X <br />USP SPTH4 OR SPTH6 BTM MAY, <br />NAIL 18" O/C STAGGERED. <br />SPECIFICATIONS FOR <br />N <br />USE AND <br />AND 70P PLATE ANCHORS VAN <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />SECURE FLANGE <br />2 m <br />F-y PREPARATION OF <br />10d x 1 1/2" COMMON NAILS <br />REQUIRED WHEN NO <br />SLAB W1/q(4) 1/4" X 2 1/4" <br />Z a HOLE. <br />FILL ALL HOLES, DO NOT USE <br />w <br />UPLIFT IS PRESENT. <br />TAPCONS <br />W <br />10d x 3" <br />W <br />O <br />SLAB SCHEDULE <br />< <br />w SEE SLAB SCHEDULE <br />Q <br />77 <br />,P¢' <br />[SEE <br />TOP OF SLAB7 • . <br />TOP OF SLAB <br />~•�...° <br />4" CHAMFER (1STORY) <br />• <br />•. , <br />6" CHAMFER (2STORY) <br />°�` <br />'��-- • ; "�- <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. EE 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 />6 <br />8 <br />7 scAlE:34"=,'-a' (W/ UPLIFT) <br />SCALE:3/4"=l'-a <br />scALE 34"=1'-a' (NO 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" OtC BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL VW PLAN <br />SPACING REQUIREMENTS <br />Z <br />2x4 OR 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />� <br />WALL Wl SYP No 2 STUDS SEE <br />PLANS FOR SPACING SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />p y <br />t <br />PROVIDE DBL TOP PLATE <br />16" O/C STAGGERED. <br />W <br />m O <br />ADDITIONALMETAL <br />a a <br />CONNECTORS NOT <br />0 0 <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />Z <br />POURED LINTEL CONT. (TYP.) <br />rp�. 8" CMU FILLED. CELL(TYP.) <br />•,..--^"--���.� TOP OF SLAB <br />I•' <br />2X WALL FRAMING <br />3EE SLAB SCHEDULE <br />+-a <br />TOP OF SLAB <br />e• <br />• <br />Z <br />f <br />Z <br />- <br />i SEE SLAB SCHEDULE <br />"ISOLATED" COLUMN PAD <br />° • CENTERED UNDER WALLAND <br />1/2" DIA. USP 7250SO SOLTS S' <br />MINI MUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />10" O.C. VERTICALLY MAX <br />-� POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />.`4'•'y'�'4T <br />. <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR <br />FOUNDATION WOOD WALL <br />OTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />9 SCALE: 3/4"=1'-0' (NO UPLIFT) <br />SEO <br />SCALE 34''=1'-a' <br />11 SCALE: 34"=1'-0 <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdostpgroup.com <br />AA 8: 0003325 . <br />a <br />IL <br />O <br />WWWQ <br />p <br />�J <br />o <br />avaaiv. & LOTs <br />SILVERADO <br />LOT #1 <br />BLK #17 <br />lJW 0O-0 171 <br />woa�.t <br />4EBB <br />"1828—CALI" <br />GARAGM 811FINCk <br />LEFT <br />PAOI: <br />DETAILS <br />150 MPH EXP. B <br />19 <br />10/09/19 <br />�CAL� 1/4"=1'-0" <br />sister <br />S1.1A <br />