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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z. <br />Z <br />STEEL REINFORCING IN GROUTED <br />_ <br />..�� <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />g o_ <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />�j� <br />>a <br />SPACING REQUIREMENTS <br />! <br />CV <br />LU <br />W <br />I° �: '. ''� <br />GARAGE DOOR <br />/W�c RECESS <br />C <br />o: y Z <br />8" CMU WALL <br />O U) <br />8" CMU WALL <br />I , . CORNER BARS, SAME SIZE AS BAR <br />/n w 9' <br />uJ <br />U to <br />p <br />� i <br />• IN FOUNDATION WITH 30" LEG EACH <br />Lu U <br />0 <br />ro <br />TOP OF SLAB <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />(,,, �(� "� SO THAT THE STEEL REINF. IS CONTINUOUS <br />� <br />MATCH AMOUNT OF CONTINUOUS BARS <br />°I <br />�I. <br />CURB FOR <br />a <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1 STORY) <br />• <br />-I VARIES <br />- SEE SLAB SCHEDULE TOP OF GARAGE <br />2 <br />. '"° I • CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />NRY <br />UN( ITS SET <br />'- �;p, AT ELEV: <br />W/ 1/2" ISTKN <br />'LA <br />JOINT (WHERE a •. •� <br />6"CHAMFER (2STORY) #3 18" <br />#4 24" <br />EXT. PORC.-4" CHAMFER(I-STORY) <br />W/ 1/2" ISOLATION Il. 8"CHAMFER (2-STORY) <br />e <br />.: <br />APPLICABLE) i <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE <br />APPLICABLE) <br />• • EE SCHEDULE <br />4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />g <br />FOR WxD, BAR SIZE <br />#6 38 <br />_i 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 />1 <br />SCALE:34"=1'-0 <br />SCALE:34"=1'-0 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />4 <br />SCALE: 314"=1'-0" <br />SCALE: 314"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" -- <br />LAP TOP PLATE A MIN. OF 46' --�� <br />AND NAIL W/,6d 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 W/ PLAN <br />W <br />O 0. I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />5 N NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />O SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE 1/2"x8" <br />BTM. PLATE TO BE PT. <br />2" CAPPED <br />o_ I EPDXY. MIN. EMBED <br />WEDGE ANCHOR W/2" <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />GALVANIZED PIPE <br />-i 8", UNO <br />,� S <br />PLATE EPDXY 5-12" EMBED. MIN. 0 16" OC <br />SLAB W/1 Od MASONRY <br />W/FLANGE ®BASE <br />6 FOLLOW ALL MAN <br />_ SPECIFICATIONS FOR <br />USP SPTH4 OR SPTH6 BTM MAX <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />rn Q I USE AND <br />AND TOP PLATE ANCHORS W/ <br />CONNECTORS NOT <br />°� <br />PREPARATION OF <br />1Od x 1 1/2" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />REQUIRED WHEN NO <br />C7 HOLE. <br />Z 0: <br />10d x 3•' W <br />U UPLIFT IS PRESENT. <br />W <br />SECURE FLANGE TO <br />SLAB W/(4) ,/4" X 2 1/4" <br />uj <br />p �c'' <br />SEE SLAB SCHEDULE <br />w <br />0: SEE SLAB SCHEDULE <br />0C <br />TAPCONS <br />Q <br />« 0, " <br />« ,-0, Q <br />.� <br />TOP OF SLAB <br />—� . • .a <br />TOP OF SLAB <br />7"'� <br />4' CHAMFER (I -STORY) <br />• <br />6" CHAMFER(2STORY) <br />a.�.. <br />`�` .—� r—a <br />e. i, <br />'• a .•• <br />e.-• ,.� •- <br />EQ. EQ. EE SCHEDULE <br />EQ, EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />5 <br />c <br />V <br />7 scALE:3a"=,'-a' (W/ UPLIFT) <br />scALE:aa"=,'-0" (NO UPLIFT) <br />SCALE:34"=1'-0" <br />-0 <br />SCALE:3/4"=,'" <br />LAP TOP PLATE A MIN. OF 48" <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 WI PLAN <br />SPACING REQUIREMENTS <br />i <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />Q a <br />PLANS FOR SPACING. SINGLE <br />O > <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />t <br />W <br />16" O/C STAGGERED. <br />U <br />ADDITIONAL METAL <br />a <br />w <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />N <br />O 8" CMU WALL <br />UPLIFT IS PRESENT. <br />Z <br />_ TOP OF SLAB <br />SEE SLAB SCHEDULE <br />I• <br />i SEE SLAB SCHEDULE <br />TOP OF SLAB <br />. e • <br />f <br />"ISOLATED" COLUMN PAD <br />CENTERED UNDER WALL AND <br />�• . <br />POURED MONOLITHICALLY WITH <br />° <br />- FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />.y'. <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />4„ <br />"' <br />6DALE: <br />3/4"=V-0" (NO UPLIFT) <br />SCALE: <br />L441 N. RONALD REAGAN SL <br />LONGWOOD, FL 32750 <br />PH: 407-774.8078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />C <br />