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30, <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />y <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />< (^�' <br />CELL SEE PLAN FOR SIZE AND <br />1 ° <br />0 a <br />SPACING REQUIREMENTS <br />r <br />SPACING REQUIREMENTS <br />- <br />GARAGE DOOR <br />w <br />Q uj <br />00 U <br />w_ <br />j1 y� <br />�v . - <br />w RECESS <br />m J <br />a��.� <br />Q <br />.I <br />FM—. <br />g <br />0 y i <br />8" CMU WALL <br />O N <br />8" CMU WALL <br />I , . CORNER BARS, SAME SIZE AS BAR <br />w w g" <br />O <br />IN FOUNDATION WITH 30" LEG EACH <br />m <br />y <br />+- 0'-0' <br />+- 0'-0" <br />WAY AT ALL CHANGES IN DIRECTIONS <br />• °I <br />O <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />( <br />CURB FOR <br />° <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (I -STORY) <br />- <br />- V RIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />.ILL" ,Ig <br />'- v. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />7�p. AT ELEV: <br />W/ 1/2"ISOLATION. ° <br />JOINT (WHERE • - • <br />6" CHAMFER (2-STORY) 18" <br />p4 24" <br />EXT. PORCH SLABU <br />WI 1/2" ISOLATION <br />4" CHAMFER (1STORY) <br />6"CHAMFER (2-STORY)APPLICABLE) <br />p-p^ <br />Z <br />SEE SCHEDULE d630" <br />JOINT (WHERE <br />APPLICABLE) <br />iWHEN <br />E SCHEDULEFOR <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WxD, BAR SIZE <br />38" <br />WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />% <br />BAR QUANTITY <br />NUMBER OF BARS (e. 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 />SQALE: 3/4"=,•-0" <br />2 <br />@GARAGE SCALE: 3/4"=1'-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: 974"=1'-0" <br />4 SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 46- --- -- <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL WI 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4- OIC BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL WI PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />w <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 />j rn NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB WI <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />1/2W WEDGE ANCHOR Wl2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE @ BASE <br />0_ EPDXY. MIN. EMBED <br />I <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />5 8", UNO <br />� O FOLLOW ALL MANF. <br />PLATE <br />EPDXY 5-1/2"EMBED. MIN. (aj 16" OC <br />SLAB W/10d MASONRY <br />R <br />_ SPECIFICATIONS FOR <br />USP SPTH4 OR SPTHB BTM MAX. <br />NAIL 18" OIC STAGGERED. <br />N I <br />AND TOP PLATE ANCHORS WI <br />ADDITIONAL METAL <br />SECURE FLANGE TO <br />USE AND <br />F=- PREPARATION OF <br />10d x 1 1/2" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />W//(S) IM" X 21/4" <br />Lp HOLE. <br />w <br />UPLIFT IS PRESENT. <br />TLAB <br />W w <br />10d x 3" <br />W <br />SEE SLAB SCHEDULE <br />K SEE SLAB SCHEDULE <br />Q' <br />TOP OF SLAB <br />TOP OF SLAB <br />4" CHAMFER (1-STORY) <br />- <br />° <br />8" CHAMFER (2-STORY) <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 />scALE:3/4"=r-o" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />SCALE: 3/4"=1'-0° (NO UPLIFT) <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" (W� UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, C 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 />Z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL WI SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />oil <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W110d MASONRY NAIL <br />w <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />y <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />C to <br />O <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />'- 0-0' <br />� POURED LINTEL CONT. (TYP.) <br />�}0` 8" CMU FILLED CELL (TYP.) <br />' TOP Of SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />'. <br />.I" <br />SEE SLAB SCHEDULE <br />1/2" DIA. USP 72505D BOLTS 5" <br />Z <br />e <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />.°" <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />ir- <br />_ '- <br />SEE SCHEDULE <br />SEE SCHEDULE <br />g4--. <br />S . <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY, <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />(D_,_�NINITERIZOR <br />BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />IV <br />SCALE: 3/4"=1'-0" <br />1 1 SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32760 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />wwW.ebdealgngroup.00m <br />L AA 0: 0003325 <br />O <br />g3 <br />ID <br />I <br />O <br />L <br />auMDiv & LOT: <br />ABBOTT PARK <br />LOT #7 <br />BLK #10 <br />PROJECT* <br />04181.000-07102 <br />MODEL <br />4EAB <br />"1672-ARIA" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH EXP, <br />ROL4M A ABOUCHAM <br />L AR NO 93M A <br />DATit 11/25/19 <br />SCALE: 1/4"=1'-0" <br />BIiEET <br />S1.1A <br />