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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />y ° <br />Z <br />g <br />STEEL REINFORCING IN GROUTED <br />S` _ <br />STEEL REINFORCING IN GROUTED <br />- <br />° <br />CELL SEE PLAN FOR SIZE AND <br />Q a.CELL <br />SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />} <br />m <br />SPACING REQUIREMENTS <br />�¢° <br />GARAGE DOOR <br />Q <br />U <br />w <br />� ���• Tom. <br />RECESS <br />� <br />h <br />Q <br />FM <br />g � <br />IL i <br />O <br />8" CMU WALL <br />8" CMU WALL <br />. <br />I , . CORNER BARS, SAME SIZE AS BAR <br />I <br />IN FOUNDATION WITH 30" LEG EACH <br />w Lu <br />= <br />8' <br />M <br />fO — +- 0'-0' <br />° <br />0 IN <br />iyl <br />N h <br />0'-0" <br />TOP OF SLAB <br />TOP OF SLAB <br />WAY AT ALL CHANGES DIRECTIONS <br />•- SO THAT THE STEEL REINF, IS CONTINUOUS <br />I <br />_ <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EXT. PORCH�S/4" <br />SEE SLAB SCHEDULE <br />48 BAR OIA. <br />CHAMFER (1-STORY) <br />i6" <br />EXT. PORCH SLAB <br />� -VARIES <br />SEE SLAB SCHEDULETOP OF GARAGE <br />I 4" CHAMFER (1STORY) <br />.� � <br />� ¢. I : - CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />N <br />'- 7=p, <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1/2" ISOLATION -., • <br />JOINT (WHERE # <br />6" CHAMFER (2-STORY) <br />4" <br />W71/2"ISOLATION <br />I . -' 6" CHAMFER (2-STORY)JOINT <br />APPLICABLE) i <br />SEE SCHEDULE 30" <br />R#6 <br />(WHERE <br />APPLICABLE) <br />�. "'�WHEN <br />EE SCHEDULE <br />Z 4.FOR <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WxD, BAR SIZE 1^ <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (e. 2 TO 3, PROVIDE 2 BARS), UNO <br />42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />2 BDALE:34"=''-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE:3/4"=V-0" <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 />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />W <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />CL I <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />5 O NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />O a SECURED W/ 2- PART <br />a g <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />2" CAPPED <br />EPDXY. MIN. EMBED <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />p NOW <br />NAIL 16" O/C STAGGERED. <br />W/FLANGE BASE <br />Q ALL MANF. <br />ADDITIONAL METAL <br />S C I SPECIFICATIONS FOR <br />Sp <br />¢ USE AND <br />m <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />4 <br />= <br />PREPARATION OF <br />In <br />UPLIFT IS PRESENT. <br />CO HOLE. <br />W <br />Z c <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />� <br />Q <br />SLAB W/(4)1/4" X 2 1/4" <br />i`on <br />TAPCONS <br />Q? <br />TOP OF SLAB <br />�H.IERTORY) <br />4" <br />6" CHAMFER (2-STORY) <br />EQ. EQ. <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTEROOR CURB FOUNDATION <br />WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />S <br />(NO UPLIFT) <br />5 <br />6 SCALE:3/4"=V-0" <br />SCALE:34"=1'-0" <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 />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />i <br />WALL WI SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO 8E PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />SLAB W110d MASONRY NAIL <br />SPACING REQUIREMENTS <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />CONNECTORS NOT <br />a <br />REOUIRED WHEN NO <br />w rn <br />i B"CMU WALL <br />UPLIFT IS PRESENT. <br />•. POURED LINTEL CONT, (TYP.) <br />O <br />o� <br />zo;, 8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />q - TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2% WALL FRAMING <br />+- <br />TOP OF SLAB <br />.q • <br />5. <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />EXi. PORCH SLAB <br />SEE SLAB SCHEDULE <br />4" CHAMFER (I -STORY) <br />Z W <br />> q <br />m O 4 <br />q <br />W/1/2" ISOLATION <br />6"CHAMFER (2-STORY) <br />. <br />U <br />. <br />16" O.C. VERTICALLY MAX <br />JOINT (WHERE <br />4 <br />APPLICABLE) <br />i ATCH STEEL <br />M#71 <br />SEE SCHEDULE <br />6"PVC CHASE <br />REINFORCEMENT <br />PER SCHEDULE8"PVC <br />CHASE THRU FOOTING <br />FOR WxD, BAR SIZE <br />THRU FOOTING <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRG WALL TO <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />PER SCHEDULE <br />9 <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />SCALE:34'=V-0" <br />(NO UPLIFT) <br />12 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32780 <br />PH: 407-77443078 <br />FAX: 407-774-4078 <br />Wwwsbdesigngroup.com <br />L AA #: 0003326 <br />Y <br />g <br />b <br />O <br />a <br />aysDm ae LOT: <br />ABBOTT PARK <br />LOT #11 <br />BLK. #8 <br />PROJECT <br />04181.000-11081 <br />MODExe <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 91111M : <br />RIGHT <br />PAGE: <br />DETAILS <br />160 IRH EXP. C <br />