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30' <br />MIN. EACH WAY <br />— MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />g <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />< a <br />� <br />CELL SEE PLAN FOR SIZE AND <br />o a. <br />SPACING REQUIREMENTS <br />T <br />SPACING REQUIREMENTS <br />U <br />J <br />W <br />s <br />v <br />GARAGE DOOR <br />J RECESS <br />m - <br />v IL�-...- <br />m <br />N <br />v <br />FM <br />0 - Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />I CORNER BARS, SAME SIZE AS BAR <br />w W g+ <br />O io - <br />Z_ <br />`� <br />�II <br />; ry IN FOUNDATION WITH 30" LEG EACH <br />"'llll <br />W = <br />o� <br />+- 0'- • <br />TOP OF SLAB <br />`� <br />*- 0'-0' <br />TOP OF SLAB <br />B WAY AT ALL CHANGES IN DIRECTIONS <br />- SO THAT THE STEEL REINF. IS CONTINUOUS <br />co <br />.... .. <br />t--• <br />` - <br />_ <br />MATCH AMOUNT OF CONTINUOUS BARS <br />+L�. <br />CURB FOR <br />+ <br />° <br />EXT. PORCH SLAB•. <br />W/,/2" .IS <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (I -STORY) <br />18" <br />EXT. PORCH SLAB <br />- VARIES <br />SEE SLAB SCHEDULE" TOP OF GARAGE <br />4" CHAMFER <br />"' o. I ,ILL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS BET <br />T gip+ AT ELEV. <br />JOINT (WHERE e • <br />6" CHAMFER (2-STORY) <br />04 P4" <br />W/ 1/2" ISOLATION <br />(1-STORY) <br />I . 6" CHAMFER (2-STORY) <br />`"r"�0 < <br />p•-p <br />APPLICABLE) Z <br />SEE SCHEDULE #5 3W <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />• ° EESCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />#6 36' <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <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 GARAGE <br />2 <br />@ GARAGE BCALE:34"'''-0" <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=V-0" <br />SCALE: 3/4"=V-0" <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 WI PLAN <br />W <br />p a I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />5 U NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />& a- SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />1/2'k9" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />� <br />a 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 />J Q 8", LINO <br />PLATE <br />EPDXY 5-tf2" EMBED. MIN. 16" OC <br />SLAB WI10d MASONRY <br />4 <br />Q FOLLOW ALL MANF. <br />= <br />USP SPTH4 OR SPTH6 BTM MAX. <br />NAIL 16" O/C STAGGERED. <br />M <br />rn I SPECIFICATIONS FOR <br />AND TOP PLATE ANCHORS W/ <br />ADDITIONAL METAL <br />SECURE FLANGETO1 <br />= USE AND <br />H PREPARATION OF <br />tOd x 1 1/2" COMMON NAILS <br />CONNECTWHENN <br />REQUIRED WHEN <br />SLAB W/(4) 1/4" X 2 1/4" <br />Z HOLE. <br />FILL <br />0 ALL HOLES, DO NOT USE w <br />T. <br />co UPLIFT IS PRESENT. <br />TAPCONS <br />W <br />J <br />SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />[SEE <br />+- 0'-0" <br />,QQQ <br />TOP OF SLAB <br />OF SLAB <br />4" CHAMFER (I -STORY) <br />6"CHAMFER (2STORY) <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />BOLLARD <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SDALE: 34=,-0 <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />$ <br />6 <br />scaLE:3/a"=,'-o" {NO UPLIFT) <br />SCALE:3l4"=1'-0" <br />SCALE:3/4•'=V-0" (W/ UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL WI 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" 0!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 />,f <br />WALL WI SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />p a' <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />W <br />1 S' O!C STAGGERED. <br />ADDITIONAL METAL <br />U <br />=a <br />CONNECTORS NOT <br />W <br />REQUIRED WHEN NO <br />p <br />8" CMU WAIL <br />UPLIFT IS PRESENT. <br />? <br />+- 0'-0' <br />" POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />�w'' <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />.I. <br />2X WALL FRAMING <br />N :• <br />SEE SLAB SCHEDULE <br />1/2" DIA. USP 7250SD BOLTS 5" <br />+- 0'-0" <br />Z <br />• <br />MINIMUM EMBEDMENT INTO <br />TOPOF SLAB <br />. a• <br />g <br />LATED' COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />TERED UNDER WALL AND <br />F-FOR <br />16"O.C. VERTICALLY MAX <br />RED MONOLITHICALLY WITH <br />NDATION AND SLAB <br />SEE SCHEDULE <br />iULE <br />SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />I. <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />A„ <br />BLOCK WALL CONNECTION <br />`� SCALE: 3/4"=1'-0" (NO UPLIFT) <br />1 V <br />SCALE: 3/4"=1'-0" <br />1 1 SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />F% 407-774-6078 <br />FAX: 407-7744078 <br />wwwabdeNgngmuP•— <br />L AA #: OD03325 <br />SUBDia & LOT <br />ABBOTT PARK <br />LOT #3 <br />BLK #10 <br />PRGJWT# <br />04181.000-03102 <br />1[GDEIt <br />4EAB <br />%672-ARIA" <br />GARAGE 811RNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH EXP. Cj <br />DMNT <br />A IM 11/25/19 <br />eCALE: 1/4"=1'-O" <br />SHEER <br />S1.1A <br />