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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />rr <br />CELL SEE PLAN FOR SIZE AND <br />D- <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />Q W <br />m U <br />W <br />.� <br />�v r� <br />GARAGE DOOR <br />RECESS <br />e� <br />CN <br />C <br />° - FM <br />g7 <br />C N Z <br />6" CMU WALL <br />O <br />8"CMU WALL <br />° CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />W W <br />6" <br />O <o — <br />--g - <br />Z <br />*- 0.'0„ <br />>I. <br />IN FOUNDATION WITH 30" LEG EACH <br />w = <br />N <br />.11Bg <br />+- 0'-0" <br />WAY AT ALL CHANGES IN DIRECTIONS <br />" ""��' <br />TOP OF SLAB <br />° TOP OF SLAB <br />I _. SO THAT THE STEEL REINF. IS CONTINUOUS <br />° <br />/..._�°MASONRY <br />AMOUNT OF CONTINUOUS BARS <br />° <br />CURB FOR <br />EXTMATCH <br />PORCH SL4' <br />VN- <br />SEE SLAB SCHEDULE <br />SIZE 48 BAR DIA. <br />CHAMFER (1-STORY) <br />#3 18'• <br />• <br />EXT. PORCH SLAB <br />y ° SEE SLAB SCHEDULE TOP OF GARAGE <br />4"CHAMFER 1STORY)W/i/Z' <br />�BAR CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />-°0'-0"(WHERE <br />7;p. <br />UNITS SET <br />AT ELEV: <br />ISOLATI6" <br />CHAMFER (2-STORY) <br />#4 24" <br />WI1/2" ISOLATION°OJOINT <br />( <br />`��6" CHAMFER (2-STORY) <br />.:APPLICABLE)EE <br />SCHEDULE #5 30" <br />JOINT (WHERE <br />APPLICABLE) <br />• • EE SCHEDULE <br />Z n. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WxD, BAR SIZE <br />##7 <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />BAR QUANTITY <br />47' <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />GARAGE SCALE;34"=1'-0" <br />CORNER BARS DETAIL <br />�� DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN, OF 48" <br />AND NAIL WI 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HE IGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL PLAN <br />w <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />I <br />PLANS FOR SPACING. SINGLE <br />> U NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />O 0_ SECURED W/ 2- PART <br />a g <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />2" CAPPED <br />I EPDXY. MIN. EMBED <br />SLAB WI10d MASONRY <br />GALVANIZED PIPE <br />< 811, UNO <br />NAIL 16" O/C STAGGERED. <br />W/FLANGE @ BASE <br />= O FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />U Q I SPECIFICATIONS FOR <br />L6 USE AND <br />XK <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />4 <br />M <br />r PREPARATION OF <br />U <br />UPLIFT IS PRESENT. <br />Z HOLE. <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4" X 2 1/4" <br />p O} <br />°- <br />TAPCONS <br />�`oy <br />�Q? <br />TOP OF SLAB <br />�6" <br />" CHAMFER (1-STORY) <br />CHAMFER (2-STORY) <br />e. <br />EQ. EQ. <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />%_�INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />0 SCALE:34"=1'-0 <br />5 <br />C <br />V <br />SCALE: 3/4"=V-0" <br />(NO UPLIFT) <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 />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />a <br />CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />0 <br />SPACING REQUIREMENTS <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />Q w <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />a <br />REQUIRED WHEN NO <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TVP.) <br />'�;, 6" CMU FILLED CELL (TYP.) <br />O <br />m <br />€o <br />TOP OF SLAB <br />q- TOP O F SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />�° < <br />Z <br />°- OP—OF'-0" <br />TOSLAB <br />"' <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />CELL, <br />SEE SLAB SCHEDULE <br />4"CHAMFER(1-STORY)O <br />Lu q <br />> q <br />4 <br />MUi6'O.C. <br />GROUTED 4" FROM ENDS AND <br />W/2" ISOLAT ON <br />6"CHAMFER (2-STORY) <br />VERTICALLY MAX <br />JOINT(WHERE <br />• <br />APPLICABLE) <br />Z MATCH STEELf <br />M4. <br />SCHEDULE <br />6" PVC CHASE <br />REINFORCEMENTSEE <br />PER SCHEDULE <br />6" PVC CHASE THRU FOOTING <br />FOR WxD, BAR SIZE <br />THRU FOOTING <br />c <br />AND —QUANTITY <br />\ <br />MATCH STEEL <br />_SEE SCHEDULE <br />REINFORCEMENT <br />WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />PER SCHEDULE <br />(D�ILNT�ERIORFOUNDATION <br />34"=,'�' (NO UPLIFT) <br />BLOCK WALL CONNECTION <br />12 <br />THRU FOOTING <br />�� <br />SCALE: 3/4"=V-0" <br />SCALE: 3/4"=1'-0" <br />1 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-774.6079 <br />FAX: 4OT-7744078 <br />www,abd•slgngroup.com <br />AA #: 0003325 <br />a <br />oil <br />1 <br />LL.) <br />BU8DIV. ac L°OT: <br />SILVERADO <br />LOT #46 <br />BLK #18 <br />PROJECT <br />04128.002-46181 <br />MODELS <br />4EHB <br />"2605- HAYDEN" <br />GARAGE BWDM: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />3 1 <br />pp.MT "m*' <br />DAM 07/27/20 <br />aCAL.E: 1/4"=1'-0" <br />aHEET <br />S1.1A <br />