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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />} <br />g <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />< a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />1 a <br />6 >ay <br />SPACING REQUIREMENTS <br />P_ <br />w <br />U <br />W_ <br />I s•- <br />.� <br />GARAGE DOOR <br />w RECESS <br />Q <br />FM <br />ta/1 Z <br />8"CMU WALL <br />O <br />8"CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />N W B' <br />O ua <br />? <br />+- 0'-0' <br />IN FOUNDATION WITH 30" LEG EACH <br />w U <br />M <br />+- 0'-0" <br />TOP OF SLAB <br />O WAY AT ALL CHANGES IN DIRECTIONS <br />W <br />I .. SO THAT THE STEEL REINF. IS CONTINUOUS <br />0) to <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />�I'� <br />CURB FOR <br />� <br />SEE SLAB SCHEDULE <br />ARIES <br />SEE SLAB SCHEDULE TOF' OF GARAGE <br />Ig <br />' a. CONTINUOUS STEEL MONOLITHIC <br />I <br />MASONRY <br />UNITS SET <br />a <br />EXT. PORCH SLAB <br />` �, <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1 STORY)- <br />M3 18" <br />EXT. PORCH SLAB <br />4"CHAMFER <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />7�ps AT ELEV: <br />W/ 1/2" ISOLATION < <br />JOINT (WHERE - <br />6" CHAMFER (2-STORY) <br />gq Y4• <br />W/ 112" ISOLATION <br />(I -STORY) <br />, <br />� 6" CHAMFER (2-STORY) <br />.: <br />0'-0" <br />APPLICABLE) Z <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE <br />APPLICABLE) <br />n EE SCHEDULE <br />WHEN To. ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />36" <br />_i <br />g <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />#7 42" <br />iv <br />AND BAR QUANTITY <br />NUMBER OF BARS Qe. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR <br />MONO-FOOTING%,EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />4 <br />SCALE:314"=1'-0" <br />G <br />SCALE:&°"=''-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@GARAGE <br />3 <br />4 <br />SCALE: 3l4"=1'-0" <br />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/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD WALL PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />w <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />20 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL WI SYP No 2 STUDS SEE <br />Li <br />Cl a <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />j N NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1, 'k9" WEDGE ANCHOR Wl 2" <br />BTM. PLATE TO BE PT. <br />2 O a SECURED W/ 2- PART <br />5 <br />TO BE PT. PROVIDE DBL. TOP <br />PLATE WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />2" CAPPED <br />a EPDXY, MIN, EMBED <br />I <br />EPDXY 5-112" EMBED. MIN. @ 16" OC <br />NAIL 16" O/C STAGGERED. <br />GALVANIZED PIPE <br />Q 8^, UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />ADDITIONAL METAL <br />W/FLANGE BASE <br />Q O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />CONNECTORS <br />0: SPECIFICATIONS FOR <br />I <br />ANCHORS Wl tOd x 1 tl2" <br />WHENN <br />REQUIRED WHEN NO <br />_ USE AND <br />H m PREPARATION OF <br />COMMON NAILS FILL ALL co <br />HOLES, DO NOT USE 10d w <br />to UPLIFT IS PRESENT. <br />iRn <br />HOLE. <br />w <br />x 1. SEE SLAB SCHEDULE <br />K SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />Lu <br />Q <br />SLAB W/(4)111" X 2 111 <br />p O <br />+- 0'-0• <br />+- -0• <br />TAPCONS <br />Q• <br />TOP OF SLAB _� .. ; <br />< <br />TOp <br />P OF SLAB.; a <br />4" CHAMFER (I -STORY) <br />� ♦ � ' <br />6"CHAMFER (2STORY)..,• <br />d. <br />: . 4.EQ. <br />ZBAR <br />EQ. ULE <br />EQ. EQ. SEE SCHEDULE <br />SIZE <br />FOR WxD, BAR SIZE <br />NTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />%INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />5 BOLLARD <br />6 <br />MONOLITHIC FOUNDATION <br />p <br />SCALE: 3l4"-1'-0" <br />- (NO UPLIFT) <br />% <br />UPLIFT) <br />scALE:3/a"=,,-0" <br />scALE:31a"=r-0" <br />(W/ <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" 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 SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />2 <br />PLANS FOR SPACING. SINGLE <br />,q ^ <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />O <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />0' N <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />o Z <br />M — <br />+- 6,,0• <br />POURED LINTEL CONT. (TYP.) <br />•� <br />8"CMU FILLED CELL (TYP.) <br />. - � � TOP OF SLAB <br />SEE SLAB SCHEDULE <br />p.. <br />I <br />2X WALL FRAMING <br />-0" <br />SEE SLAB SCHEDULE <br />112" DIA. SIMPSON STB2 BOLTS 5" <br />TOP OF SLAB <br />_ -'a• <br />Z_ <br />a <br />e <br />MINIMUM EMBEDMENT INTO <br />g <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />m <br />a CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />rPOURED MONOLITHICALLY WITH <br />— — FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />/ FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />X AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />x <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />scALE:3a^=''-0" (NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-0" <br />SCALE: 314"=1'-0" <br />F-A N 0 N IT N C Tf <br />Grown <br />'1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdoWgngroup.com <br />AAB:0003328 ; <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />FAX: 813888.2802 <br />