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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />}} <br />• ,v <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />— <br />e <br />CELL SEE PLAN FOR SIZE AND <br />< d <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />° <br />R <br />SPACING REQUIREMENTS <br />T <br />�w <br />r <br />a W <br />U <br />W <br />- <br />I Jv <br />wa <br />to <br />Q <br />FM <br />°; <br />f <br />N - Z <br />e" CMU WALL <br />O <br />8" CMU WALL <br />, . CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />O t0 g <br />p <br />Z <br />FOUNDATION WITH 30" LEG EACH <br />0'-0" <br />° DI d WAY AT ALL CHANGES IN DIRECTIONS <br />W <br />TOP OF SLAB <br />TOP OF SLAB <br />I ., °I SO THAT THE STEEL REINF. IS CONTINUOUS <br />Tr7AND <br />....,� <br />MATCH AMOUNT OF CONTINUOUS BARS <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4 CHAMFER (1-STORY) <br />a -VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH <br />I -ILL CONTINUOUS STEEL MONOLITHIC <br />�° FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 1/T ISOLATION°'., <br />JOINT (WHERE • • <br />e" CHAMFER (2-STORY) #3 181, <br />#4 24 <br />SLAB <br />W/ 1/2" ISOLATIONCHAMFER <br />CHAMFER (1 STORV) <br />(2STORY <br />APPLICABLE) z <br />SEE SCHEDULE <br />#5 30' <br />JOINT (WHERE <br />APPLICABLE) <br />SCHEDULE <br />Z <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE „ <br />xD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />ON <br />EXTEMO-FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />1 SCALERIOR <br />— <br />n <br />GARAGE S°ALE:3 "_"°" <br />�CORNER BARS DETAIL <br />@ <br />SCALE. 3/4"=1'-0" <br />LAP TOP PLATE A MIN, OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />GARAGE DOOR <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />W RECESS <br />W <br />WALL W/ SYP <br />j <br />0 0- I <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />4/rEPDXY <br />co W e" <br />j N NEW REINF. BAR <br />d <br />SPACING. SINGLE BTM. PLATE <br />TO BE PT. PROVIDE DBL. TOP 7/2'X9" WEDGE ANCHOR Wl2' <br />ul m <br />W U <br />O SECURED W/2-PART <br />S <br />WASHER SET IN HIGH STRENGTH <br />PLATE <br />N (A <br />2" CAPPED <br />a EPDXY. MIN. EMBED <br />5-1/2'EMBED. MIN. @ 16" OC <br />GALVANIZED PIPE <br />W/FLANGE BASE <br />J Q 8", UNO <br />¢ FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />BTM AND TOP PLATE <br />CURB FOR <br />MASONRY <br />@ <br />N 0: I SPECIFICATIONS FOR <br />USE AND <br />PREPARATION OF <br />ANCHORS W/ tOd x 1 1/2" <br />COMMON NAILS FILL ALL U <br />UNITS SET <br />1,0 AT ELEV: <br />M <br />I 4„ HOLE. <br />HOLES, DO NOT USE 10d W <br />Z <br />x 3" SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />Lu <br />J ` <br />K <br />SLAB W/(4) 1/4" X 21/4" <br />p O}. <br />+_ 0`0 > <br />TAPCONS <br />TOP OF SLAB <br />QQ- <br />Q <br />RECESS AROUND GARAGE <br />• <br />DOOR OPENING <br />� <br />4 <br />: . •, <br />SCALE: 3/4"=1'-0" <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />LAP TOP PLATE A MIN. OF 48"---__,f�� <br />AND NAIL W/16d COMMON—'ll®_1r11 <br />SCALE 3/4"=1'-0 <br />(W/ UPLIFT) <br />5 <br />NAILS, 2-ROWS, 4"O/C BTM. <br />SCALE: 3/4"=1'-0" <br />SCALE :34"=1'-0" <br />LAP TO OCCUR OVER STUD OF WALPLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />LAP TOP PLATE A MIN. OF 48" <br />NAIL 16" O/C STAGGERED. <br />AND NAIL W/ 16d COMMON <br />ADDITIONAL METAL <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />CONNECTORS NOT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />REQUIRED WHEN NO <br />SPACING REQUIREMENTS <br />N UPLIFT IS PRESENT. <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />W <br />SLAB SCHEDULE <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />4 (L <br />Q <br />+- <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10tl MASONRY NAIL <br />jr- <br />C <br />[SEE <br />TOP OF SLAB <br />16' O!C STAGGERED. <br />¢ W <br />a <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />a <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />0: ( <br />O 8" CMU WALL <br />Z <br />POURED LINTEL CONT. (TYP.) <br />4 - •� < <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />` -I• <br />SEE SLAB SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />_ <br />2X WALL FRAMING <br />WGROUTED <br />FOR WxD, BAR SIZE <br />+� 0'-0' <br />° SEE SLAB SCHEDULE <br />1/2' DIA. SIMPSON STB2 BOLTS 5" <br />AND BAR QUANTITY <br />TOP OF SLAB <br />- a° <br />Z <br />Z n <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED COLUMNPADALLOINTERIOR <br />CELL, 4' FROM ENDS AND <br />CURB FOUNDATION WOOD WALL <br />°� <br />m <br />"� CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />O scALE:3/4"=r-a' (NO UPLIFT) <br />° • ! <br />POURED MONOLITHICALLY WITH <br />__�� <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />- SEE SCHEDULE <br />---"-'T <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />VARIES B' <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />3• , 3' <br />E__'�INTERIOR <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />111 <br />(NO UPLIFT) <br />10 SCALE: 3/4"=1'-0' <br />'a <br />i <br />(U 5-CONT. <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: 1 "=T-0" <br />1 R C N IT EC T 8 <br />6 <br />GroupOL <br />41 N. RONALD REAGAN 8LV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />ww W.abdeslgngroupxom <br />AA #: 0003325 <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: 813-886-2628 <br />FAX: 813-886.2802 <br />�v00000 <br />. <br />e1 <br />