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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />}} <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELLSEE PLAN FOR SIZE AND <br />d a <br />CELL SEE PLAN FOR SIZE AND <br />',rrr� <br />' 1 <br />D asT <br />SPACING REQUIREMENTS <br />t <br />SPACING REQUIREMENTS <br />1 �v- `- <br />GARAGE DOOR <br />W <br />U <br />W <br />4 <br />111 r n <br />- `v FM <br />W RECESS <br />g7 <br />(Z & Z <br />8" CMU WALL <br />O to <br />6' CMU WALL <br />I > I CORNER BARS, SAME SIZE AS BAR <br />W W <br />B' <br />'b <br />Z <br />I IN FOUNDATION WITH 30" LEG EACH <br />0 <br />Iy U= <br />§O <br />0'-(Y <br />a WAY AT ALL CHANGES IN DIRECTIONS <br />41 TOP OF Sam <br />LAB <br />• TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />° <br />CURB FOR <br />< a a• <br />EXT. PORCH SLAB ,, -; <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (I -STORY) <br />- � <br />-VARIES <br />"' ^. SEE SLAB SCHEDULE TOP ll GARAGE <br />I'I,° I� <br />o o" CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />tip. <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1/2" ISOLATION <br />6' CHAMFER (2STORY) 16' <br />EXT. PORCH SLAB <br />4" CHAMFER (1-STORY) <br />I�y�,, <br />�.'. <br />0-p•• <br />JOINT (WHERE - <br />#4 44• <br />W/ 12' ISOLATION <br />6" CHAMFER (2-STORY) <br />APPLICABLE) Z <br />SEE SCHEDULE <br />JOINT (WHERE.' <br />APPLICABLE) <br />Z <br />• • ie EE SCHEDULE#5 <br />4. <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE <br />36 <br />f <br />FOR MO, 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 />(N <br />EXTERIOR MONO -FOOTING <br />(n�EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 SCALE:3/4"=1'-V' <br />2 @GARAGE SCALE.y" '�' <br />3 CORNER BARS DETAIL <br />�� DOOR OPENING <br />SCALE: 3l4"=1'-lT <br />SCALE: 3/4"=l'-0" <br />LAP TOP PLATE A MIN. OF 46' <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />AND NAIL WI 16d COMMON <br />NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVEERR STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVEERR STUD <br />OF WALL W/ PLAN <br />W <br />2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />2z4 OR 2X6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP <br />WALL W/ SYP Na 2 STUDS SEE <br />W <br />O a I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />2" CAPPED <br />> N NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />117W' WEDGE ANCHOR W/ Z' <br />BTM. PLATE TO BE PT. <br />GALVANIZED PIPE <br />� D- SECURED W/ 2-PART <br />5 <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PLATE <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY <br />W/FLANGE ®BASE <br />a EPDXY. MIN. EMBED <br />EPDXY 6-12' EMBED. MIN. 16" OC <br />� < 8', UNO <br />USP SPTH4 OR SPTH6 BTM MAX. <br />NAIL 16' O/C STAGGERED. <br />ADDITIONAL METAL <br />b <br />Q 0 FOLLOW ALL MANF. <br />AND TOP PLATE ANCHORS WI <br />CONNECTORS NOT <br />io <br />y K SPECIFICATIONS FOR <br />I <br />,Od z 1 12' COMMON NAILS <br />REQUIRED WHEN NO <br />_ USE AND <br />FILL ALL HOLES, DO NOT USE <br />UPLIFT IS PRESENT. <br />SECURE FLANGE TO <br />m PREPARATION OF <br />10d x 3" W <br />W <br />SLAB W/(4) 1/4" X 21/4" <br />Z X HOLE. <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />TAPCONS <br />W <br />Q <br />Q <br />O Q- <br />T <br />TOP OF SLAB <br />P OF <br />TOSLAB <br />4" CHAMFER (I -STORY) <br />. ° �` 4a. <br />• <br />-� .1T4 <br />6' CHAMFER (2-STORY) <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />5 BOLLARD <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />scALE:3a=r-a' <br />�� <br />MONOLITHIC <br />FOUNDATION <br />p <br />8 <br />7 SCALE:34"=1' Y' <br />(W/ UPLIFT) <br />6 <br />SCALE:34"=1'-0 <br />(NO UPLIFT) <br />SCALE:3/4"=,,.�• <br />LAP TOP PLATE A MIN, OF 46' <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 />Z <br />g STEEL REINFORCING IN GROUTED <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />0. CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />Q a <br />SPACING REQUIREMENTS <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />0 <br />16" O/C STAGGERED. <br />¢¢ W <br />W <br />ADDITIONAL METAL <br />m U <br />U <br />'a� <br />CONNECTORS NOT <br />REQUIRED <br />(L <br />N Z W CMU WALL <br />WHEN NO <br />K <br />O <br />6' CMU WALL <br />O m <br />UPLIFT IS PRESENT. <br />+- as <br />TOP OF SLAB <br />4' TOP OF SLAB <br />_ <br />TOP OF RI AB <br />SEE SLAB SCHEDULE <br />g <br />I• SEE SLAB SCHEDULE <br />"ISOLATED' COLUMN PAD <br />SEE SLAB SCHEDULE Z W 4 <br />4" CHAMFER (1STORY) BAR SIZE 48 BAR DIA. O <br />EXT. PORCH SLAB #3 16' in U <br />< <br />W/ 12' ISOLATION 6' CHAMFER (2STORY) a <br />1a <br />4 CENTERED UNDER WALL AND <br />JOINT WHERE #4 <br />( • <br />Z_ <br />24" 4 <br />POURED MONOLITHICALLY WITH <br />APPLICABLE MATCH STEEL <br />) #6 <br />30" <br />FOUNDATION AND SLAB <br />REINFORCEMENT <br />6' PVC CHASE <br />SEE SCHEDULE <br />4 <br />- <br />- <br />SEE SCOR HEDULE <br />PER SCHEDULE <br />T HRU FOOTING #7 <br />42" <br />6' PVC CHASE THRU FOOTING <br />FOR WXD, BAR SIZE <br />.T <br />. / <br />R SIZE <br />AND BAR QUANTITY <br />✓ QUANTITY <br />AND BAR <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR WXD, BAR SIZE <br />PER SCHEDULE <br />ITE NRIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />AND BAR QUANTITY PVC <br />CHASE <br />9 <br />FOOTING AND COL. PAD <br />THRU <br />FOOSCALETING <br />BQALE:34"=''�' <br />(NO UPLIFT <br />10 <br />1 � <br />E.34-,-0 <br />i N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdosigngmup.com <br />AA M: 0003325 <br />0 <br />._J <br />BUDDIV. ae Lo <br />SILVERADO <br />LOT #5 <br />BLK #17 <br />PROJECT <br />04128.092-05171 <br />MODEU <br />4ENB <br />"1751- NEUVILLE" <br />OARwGE swING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />RINT 10/09/19 <br />DATE: <br />sCALx: 1/4"=V-0" <br />oFIEET <br />S1.1A <br />