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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 />— <br />r <br />FT <br />CELL SEE PLAN FOR SIZE AND <br />a <br />CELLSEEPLANFORSIZEAND'•!' <br />c .•• r. ! <br />0 <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />. <br />'— — <br />. <br />GARAGE DOOR <br />w <br />N <br />1e:-... 0 <br />r . <br />I! <br />RECESS <br />e <br />w <br />O <br />�a <br />m� <br />v a <br />Ktp <br />W <br />¢ <br />a <br />r FM <br />r' 1 <br />O W z <br />B" CMU WALL <br />Oo <br />6" CMU WALL <br />r BARS, SIZE AS <br />yp @! <br />g <br />Z <br />m .- -0" <br />INFCOROU DATIION WINER <br />A, TH 30' LEG EAE CHW <br />M <br />b <br />•- a <br />9 ! vl WAY AT ALL CHANGES IN DIRECTIONS <br />N N <br />TOP OF SLAB <br />M <br />•' TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />.: ,. <br />. is v.t <br />MATCH AMOUNT OF CONTINUOUS BARS <br />° <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1STORY) <br />#3 10 <br />• <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER <br />. �!I, If <br />! P. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />7=p! A7 ELEV: <br />0'-a' <br />JOINT (WHERE ,p.! <br />6" CHAMFER (2-STORY) <br />p4 24" <br />W/ 1/2" ISOLATION <br />(I -STORY) <br />, 6" CHAMFER (2-STORY) <br />! <br />APPLICABLE) z <br />SEE SCHEDULE 3a' <br />JOINT (WHERE. <br />•! e` EE SCHEDULE <br />° <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE OB 36, <br />APPLICABLE) <br />Z FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />g AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UD <br />#7 42 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />scALE:34"=r-a' <br />scALe.3a'=ro <br />CORNER BARS DETAIL <br />DOOR OPENING <br />GARAGE <br />3 <br />4 . <br />aCALE: 3/4"=1'-a' <br />SCALE: 3/a''=1711 <br />LAP TOP PLATE A MIN. OF 46' - <br />TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />]!LAP <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 PLAN <br />20 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />Ip I <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />OS N NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR BE <br />B7. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />W/FLANGE BASE <br />O IL SECURED W/ 2- PART <br />K <br />S EPDXY, MIN. EMBED <br />SPACING. SINGLE BTM, PLATE <br />1/2"xe" WEDGE ANCHOR W/2' <br />TO PT. PROVIDE DBL TOP <br />BTM. PLATE TO BE PT <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />a <br />Q S", UD <br />TE WASHER SET IN HIGH STRENGTH <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. 16' OC <br />SLAB W/tOd MASONRY <br />4 <br />FOLLOW ALL MANE. <br />= <br />SPTH6 BTM MAX <br />USP SPTH4TOP <br />NAIL 16" O/C STAGGERED. <br />�y <br />SPECIFICATIONS FOR <br />N <br />USE AND <br />AT <br />AND TOP PLATE ANCHOR8 WN <br />ADDITIONAL METAL <br />CONNECTORS DT <br />SECURE FLANGE TO <br />= m <br />H PREPARATION <br />10d x 1 1/2" COMMON NAILS <br />REQUIRED WHEN D <br />BEW/(4)1/4" X 2 1W <br />C7 HOLE. <br />FILL ALL HOLES, DO NOT USE y <br />m UPLIFT IS PRESENT, <br />TAPCONS <br />W <br />10d z 3" W <br />y1 <br />SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />[SEE <br />TOP OF SLAB • • - <br />TOP OF SLAB <br />� <br />4" CHAMFER (I -STORY) <br />'A , <br />6" CHAMFER (2-STORY) <br />. °° <br />• • : "�' ..f-° . <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 BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SGALE:34"='� <br />MONOLITHIC FOUNDATION <br />CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />,INTERIOR <br />p <br />8 <br />6CALE:3l4"=1'-a' <br />SCALE:3/4"=1'-a' (W/ UPLIFT) <br />SCALE:3/4"=i'-(Y' (NO UPLIFT) <br />LAP TOP PLATE A MIN. OF 4&' <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 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />� <br />WALL W/ SYP No 2 STUDS SEE <br />g a <br />PLANS FOR SPACING. SINGLE <br />O } <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />t <br />PROVIDE DBL. TOP PLATE <br />SLAB W/tOd MASONRY NAIL <br />16" O/C STAGGERED <br />a W <br />U_ <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />N <br />REQUIRED WHEN NO <br />Q 8" CMU WALL <br />UPLIFT IS PRESENT. <br />Z •_ a <br />- POURED LINTEL CONT. (7YP.) <br />�• 6" CMU FILLED CELL (TYP.) <br />-•'p" <br />�^ TOP OF SLAB <br />6EE STAB SCHEDULE <br />� <br />2X WALL FRAMING <br />i SEE SLAB SCHEDULE <br />1/2" DIA. USP 7250SD BOLTS 5' <br />70P Of SLAB <br />Z <br />Z <br />"ISOLATED" COLUMN PAD <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY VATH <br />16" O.C. VERTICALLY MAX <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />.: <br />FOR BAR SIZE <br />FOR WxD, BAR SIZE <br />AR <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />9 SCALE:34"=1'-0 (NO UPLIFT) <br />SCALE: 3/a" 77. <br />11 SCALE:34"=1'-a' <br />-i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407.7744i 78 <br />FAX: 407-774-4078 <br />www.abdeftWoup.eom <br />AA M: 0003325 <br />all <br />8 <br />W <br />G <br />0 <br />j <br />summ ae Lam <br />SILVERADO <br />LOT #7 <br />BLK, #17 <br />P1�OJ�OT <br />04 - 717 <br />xoa� <br />4EBB <br />"1828-CALM' <br />oARAOR OTUN : <br />RIGHT <br />PAOW: <br />DETAILS <br />150 MPH EXP. B <br />a � 10/09/19 <br />*CALM: 1/4"=1'-0" <br />S1.1A <br />