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W. <br />MIN. EACH WAY <br />e <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING M GROUTED <br />2' <br />t. <br />STEEL REINFORCING IN GROUTED <br />° <br />r['- <br />• o " <br />CELL SEE PLAN FOR SIZE AND <br />�_ p; <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />r <br />1 P•° <br />0r. <br />SPACING REQUIREMENTS <br />¢T <br />• <br />�j <br />GARAGE DOOR <br />mW <br />m U <br />W <br />I'�R '. °e <br />RECESS <br />O <br />� CL <br />S <br />—�� <br />° I FM <br />O <br />C0 <br />O <br />4 <br />W <br />8` <br />Z <br />8' CMU WALL <br />8' CMU WALL <br />° . CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />W <br />O0 m <br />c <br />m <br />Z <br />° •I FOUNDATION WITH 30' LEG EACH <br />- O <br />ui <br />to <br />U) <br />r 0'-0' <br />° - TOP OF SLAB <br />r Ob' <br />TOP OF SLAB <br />W <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I _. SO THAT THE STEEL REINF. IS CONTINUOUS <br />fA <br />e ° <br />MATCH AMOUNT OF CONTINUOUS BARS <br />°I ° •I. <br />?k <br />/x <br />CURB FOR <br />MASONRY <br />EXT. PORCH SLAB ° <br />• �� <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (i-STORY) <br />A3 18' <br />� , <br />EXT. PORCH SLAB <br />- VARI <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />o. I . >. ,I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />rape <br />UNITS SET <br />AT ELEV: <br />W/ 1/2' ISOLATION <br />JOINT (WHERE <br />8• CHAMFER (2-STORV) <br />p4 24• <br />W/,/2' IS <br />4' CHAMFER (I -STORY)° <br />< 6' CHAMFER (2-STORY) <br />0'-0' <br />APPLICABLE) f <br />SEE SCHEDULE <br />R5 <br />JOINT (WHERE <br />EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WAD, BAR SIZE <br />w6 36' <br />APPLICABLE) <br />Z_ <br />4 <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />N <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (Ia. 2 TO 3, PROVIDE 2 BARS), UNO <br />h7 42' <br />w <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:34'=,'-0' <br />n <br />L <br />SCALE:34'=1'-0' <br />� GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />4 <br />SCALE: 3/4'=1'-0' <br />SCALE: 3/4'=1'•0' <br />LAP TOP PLATE AMIN. OF 48' --may <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-80WS, 4' O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4' O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD11 <br />OF WALL W/ PLAN <br />ul <br />I <br />20 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />2' CAPPED <br />j fA NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O 0- SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />1/2'x9' WEDGE ANCHOR W/2' <br />BTM. PLATE TO BE PT. <br />W/FLANGE 0 BASE <br />¢ g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL, TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />d 6', UNO <br />PLATE <br />EPDXY 5-1/2' EMBED. MIN. 0i6' OC <br />SLAB W/tOd MASONRY <br />4 <br />< FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 18' O/C STAGGERED. <br />io <br />= R SPECIFICATIONS FOR <br />N <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />< USE AND <br />m I <br />ANCHORS W/ 10d x 1 1/2' <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4' X 21/4' <br />PREPARATION OF <br />HOLE. <br />COMMON NAILS FILL ALL N <br />/n <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />TAPOONS <br />W 0: <br />HOLES, DO NOT USE 10d W <br />LU <br />x 3' cc SEE SLAB SCHEDULE <br />¢ <br />SEE SLAB SCHEDULE <br />c o <br />to <br />pQQ� <br />r0-0 <br />TOP OF SLAB <br />+-0-0• <br />TOP OFSLAB - < <br />, <br />...—�.a..�...;° <br />4' CHAMFER (1-STOR`n <br />6' CHAMFER (2-STORY) <br />n <br />•��. —`—°. <br />EQ- EQ- SEE SCHEDULE <br />EQ. EQ. <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />b BOLLARD <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />3DALE: 3/4•=''-°' <br />MONOLITHIC <br />FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />6 <br />SCAlE:34'=1'-0' l••/ UPLIFT) <br />SCALE:&4'=1'4Y <br />(NO UPLIFT) <br />SCALE:34'=1'-0' <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 />TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />.LAP <br />z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />¢ a.. <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />O <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />6 W <br />m <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />d <br />CONNECTORS NOT <br />cc p ,n <br />8' CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT.Z <br />POURED LINTEL CONT. (TYP.) <br />�, <br />..a-' 8' CMU FILLED CELL (TYP.) <br />" TOP OF SLAB <br />SEE SLAB SCHEDULE <br />..I• <br />2X WALL FRAMING <br />< SEE SLAB SCHEDULE <br />1/2' DIA. SIMPSON STB2 BOLTS 5' <br />r-0' <br />Z <br />Z <br />- <br />• " <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB e,. <br />'ISOLATED' COLUMN PAD <br />GROUTED CELL, 4' FROM ENDS AND <br />zo <br />UNDER WALL AND <br />18' O.C. VERTICALLY MAX <br />e <br />• <br />._CENTERED <br />POURED MONOLITHICALLY WITH <br />a'.� <br />-- - r FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />,�'-^i-�yM1—r-y' <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />� <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR <br />FOUNDATION WOOD WALL <br />AND COL. PAD <br />BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />8FM0QTjl!NG <br />SCALE: 3/4'=1'-0' <br />11 SCALE: 3/4'=1'-0' <br />1 N. RONALD REAGAN BL <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdealgngroup.com <br />AA 8: 0003328 <br />won <br />K <br />y <br />�A <br />gb <br />6 <br />io <br />i <br />SUNDIV S. LOT: <br />ABBOTT PARK <br />LOT #16 <br />BLK #10 <br />PROJECT* <br />04181.000-161 1 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />AA <br />NO <br />DAA E: 07/29/20 <br />SCALE: 1/4"=1'-0" <br />BHEET <br />s1.1A <br />