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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />yy <br />Z <br />STEEL REINFORCING IN GROUTED <br />Z_I,. <br />4 <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />v ' <br />• <br />!s' <br />d .-. <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />y <br />G r <br />SPACING REQUIREMENTS <br />� <br />� <br />C <br />GARAGE DOOR <br />w to <br />a <br />Fl <br />r <br />RECESS <br />uj <br />C v1 = <br />B' CMU WALL <br />O <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS BAR <br />W 8' <br />W <br />O m g <br />b <br />b? <br />• <br />IN FOUNDATION WITH 30" EG EACH <br />U <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />~• <br />KI <br />N 00 <br />TOP OF SLAB <br />• <br />SEE SLAB SCHEDULE' <br />• <br />MATCH AMOUNT OF CONTINUOUS BARS <br />, p. <br />CURB FOR <br />i� MASONRY <br />a' <br />EXT. PORCH SLAB <br />W/ 1/2• ISOLATION <br />BAR SIZE 48 BAR DIA. <br />4- CHAMFER (1STORY) <br />p3 i6• <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER (I -STORY) <br />P. I CONTINUOUS STEEL MONOLITHIC <br />• FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />'- �'p, AT ELEV: <br />JOINT (WHERE < • •� <br />8' CHAMFER (2-STORY) <br />++'+ 24' <br />W/ 1/2' ISOLATION <br />6" CHAMFER (2-STORY) <br />0'-0' <br />APPLICABLE) Z <br />SEE SCHEDULE p5 'IV <br />JOINT (WHEREi: <br />APPLICABLE) <br />Z <br />q. EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iv <br />AND BAR QUANTITY 42' <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (to. 2 TO 3, PROVIDE 2 BARS), LNG <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 <br />SCALE:34'=,'-a <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />3 <br />4 <br />SCALE: 3/4"=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 />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 />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />20 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />w <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />W I <br />O <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZEDPIPE <br />5 NEW REINF. BAR <br />SPACING. SINGLE STM. PLATEy <br />1l2"x8" WEDGE ANCHOR WIT <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />(L <br />d SECURED W/ 2- PART <br />g <br />TO BE PT. PROVIDE DBL. TOPWASHER SET IN HIGH STRENGTH <br />PLATE <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />I EPDXY. MIN. EMBED <br />EPDXY 5-1/2" EMBED. MIN. 018" OC <br />UNO <br />USP SPTH4 OR SPTH6 BTMMAX <br />NAIL 16"O/C STAGGERED. <br />= C+ FOL OW ALL MANF. <br />AND TOP PLATE ANCHORS W/ <br />ADDITIONAL METAL <br />SPECIFICATIONS FOR <br />N <br />x, 1/2"COMMON NAILS <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />I- m USE AND <br />FILL ALL HOLES, DD NOT USE <br />FILL <br />REQUIRED WHEN NO <br />SLAB W/4 1/4"X2,/4" <br />() <br />F PREPARATION OF <br />m <br />10d x 3' <br />UPLIFT IS PRESENT. <br />NTAPCONS <br />HOLE. <br />W C <br />SEE SLAB SCHEDULE Ir <br />KSEE SLAB SCHEDULE <br />TOP OF SLAB <br />•: <br />TOP OF SLAB . <br />4' CHAMFER (iSTDR`n <br />a.--� . <br />`� • —q ,.,r—,•a <br />8' CHAMFER 2-STORY) <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ.---SEE SCHEDULE <br />BOLLARD <br />FOR WxD, BAR SIZE <br />AND BAR <br />FOR WxD, BAR SIZE <br />QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />MONOLITHIC <br />FOUNDATIONSCALE:34"=+'-o <br />c <br />V <br />6 <br />(W/ UPLIFT) <br />SDAE:34'=1`0 (NO UPLIFT) <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 />PLANS FOR SPACING. SINGLE <br />BTM. PLATE <br />PROVIDE DBLL.. TOO P P PLATE <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />0 <br />y <br />16" O/C STAGGERED. <br />m V <br />ADDITIONAL METAL <br />CONNECTORSNOT <br />REQUIRED WHEN NO <br />cr y <br />UPLIFT IS PRESENT. <br />O <br />8• CMU WALL <br />'0" <br />- LINTEL ) <br />• 8OCMUDFIL FILLED CELL(TYR) <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />' <br />2X WALL FRAMING <br />- A" <br />[/�+--«�-+ <br />'I' • SEE SLAB SCHEDULE <br />112" DIA. USP 7250SD BOLTS 5" <br />TOP OF SLAB <br />•°'e•8 <br />'a• <br />Z� <br />"ISOLATED" COLUMN PAD <br />CENTERED UNDER WALL AND <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4' FROM ENDS AND <br />16' O.C. VERTICALLY MAX <br />�� POURED MONOLITHICALLY WITH <br />- - - FOUNDATION AND SLAB <br />SEE SCHEDULE <br />° <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />>r <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />9 SCALE:34=,'-0. (NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />scALE:3a'=,'-0 <br />11 SCALE: 3/4'=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-8078 <br />FAX: 407-7744078 <br />W W W.Obdesigngroup.com <br />L AA N: 0003325 - <br />1 <br />8 <br />milt <br />a <br />sysa:v ee :,oai <br />ABBOTT PARK <br />LOT #34 <br />BLK #8 <br />PROMOT <br />04181.000-34083 <br />MOOR s <br />3EEB <br />"2260-ELSTON" <br />OARAOR STUN t <br />RIGHT <br />PALM <br />DETAILS <br />160 MPH EXPJC <br />DATO 11/28/19 <br />sCA=- 1/4"=1'-0" <br />alli T <br />S1.1A <br />