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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />^ <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />< a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />. ��e °• ° <br />+ <br />Q <br />SPACING REQUIREMENTS <br />U <br />° <br />1c <br />GARAGE DOOR <br />Lu <br />W <br />RECESS <br />FM " <br />g� <br />8` CMU WALL <br />O <br />6" CMU WALL <br />I CORNER BARS, SAME SIZE AS BAR <br />w Lu <br />8" <br />"- d <br />IN FOUNDATION WITH 30` LEG EACH <br />''II <br />to = <br />41 •j' I WAY AT ALL CHANGES IN DIRECTIONS <br />tOj) <br />T� SLAB <br />TOP OF SLAB <br />% SO THAT THE STEEL REINF. IS CONTINUOUS <br />"'�° <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />PORCH <br />SEESLAB SCHEDULE <br />" CHAMFER (1STORY) <br />: <br />EXT. PORCH SLABW/ <br />VARIES <br />TOP OF GARAGE' <br />SEE SLAB SCHEDULEEXT. <br />� <br />°LL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />7;p" AT ELEV. <br />TIAB <br />12" ISOLATION <br />JOINT (WHERE <br />VAOND <br />" CHAMFER (2STORY) <br />W/ 12"ISOLATIONa' <br />4" CHAMFER (1STORY) <br />6"CHAMFER (2•STORY)���APPLICABLE) <br />p-p" <br />ZE <br />SCHEDULE <br />M#71 <br />JOINT (WHERE. <br />APPLICABLE) <br />Z <br />• • EE SCHEDULE <br />4.WHEN <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WXD, BAR SIZE <br />i <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARB (1e. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />TERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS <br />AROUND GARAGE <br />1 <br />B°ALE:3,4"=V-0" <br />GA <br />GARAGE SCALE:314"=1'-T <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 314"=1'-0" <br />SCALE: 314"=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. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL WI PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />tL <br />w a I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 W000 BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />> N NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB WI <br />PLANS FOR SPACING, SINGLE <br />SECURED Wl2- PART <br />SPACING. SINGLE BTM. PLATE <br />BTM. PLATE TO BE PT. <br />GALVANIZED ED PIPE <br />W/FLANGE 0 BASE <br />�g I <br />a EPDXY. MIN. EMBED <br />t12W WEDGE ANCHOR W/2` <br />TO PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. TO <br />-+ Q 8", UNO <br />FOLLOW ALL MANF. <br />PLATE <br />PLATE <br />EPDXY 5.12" EMBED. MIN. 016" OC <br />MASONRY <br />SLAB W/10d MASONRY <br />NAIL 16" O/C STAGGERED. <br />00 C SPECIFICATIONS FOR <br />USP SPTH4 OR SPTH6 BTM MAX. <br />ADDITIONAL METAL <br />iQi <br />00 <br />I USE AND <br />AND TOP PLATE ANCHORS W/ <br />CONNECTORS NOT <br />_ <br />F- PREPARATION OF <br />10d x 1 112" COMMON NAILS <br />REQUIRED WHEN NO <br />SECURE FLANGE TO <br />Z HOLE, <br />; ALL HOLES, DO NOT USE <br />UPLIFT IS PRESENT. <br />SLAB W/(4) V4" X 2 114" <br />111 <br />W <br />W <br />T=WN/S <br />SEE SLAB SCHEDULE <br />w SEE SLAB SCHEDULE <br />.Q`� <br />TOP OF SLAB ° '. <br />TOP OF SLAB <br />.. <br />. ;, <br />a ., <br />4" CHAMFER(1STORY) <br />• <br />6" CHAMFER (2-STORY) <br />: n.�.. <br />_ <br />�_ .��° ^ <br />" <br />e : <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />5 <br />BCALE:3<°=1'-0" <br />MONOLITHIC <br />FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB <br />FOUNDATION WOOD WALL <br />6 <br />7 SCALE:3/4"=1'-0" (W/UPLIFT) <br />8 SCALE:3l4"=1'-0" <br />(NO UPLIFT) <br />SCALE:3l4"=1'-0` <br />LAP TOP PLATE A MIN. OF 48" -may <br />AND NAIL W/ iEd 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 />In <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE OBL. TOP PLATE <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />0 IL <br />C <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />CONNECTORS NOT <br />C <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />0 N <br />O <br />8" CMU WALL <br />. , POURED LINTEL CONT. (7YP.) <br />,- 0'-0' <br />'fie ; 8" CMU FILLED CELL (TYP.) <br />- - TOP OF SLAB <br />I <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />12" DIA. USP 7250SD BOLTS 6' <br />+- 0 <br />Z <br />SEE SLAB SCHEDULE <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />.a• <br />Z <br />e <br />GROUTED CELL, 4" FROM ENDS AND <br />� <br />"ISOLATED" COLUMN PAD <br />16" O.C. VERTICALLY MAX <br />1Q,.•. <br />". <br />c • <br />-�.' CENTERED UNDER WALL AND <br />_•....� <br />POURED MONOLITHICALLY WITH <br />• <br />-' - - FOUNDATION AND SLAB <br />SEE SCHEDULE <br />^:T <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />L <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />IFOUNDATION <br />WOOD WALL <br />(D��NNTLERIOR <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />BLALE:3l4�,-0" <br />NO UPLIFT <br />( ) <br />0 <br />SCALE:3/4"=V-d' <br />SCALE:3/4"=V-0" <br />1441 N. RONALD REAGAN Bt <br />LONGWOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX: 407-774-4078 <br />www.abdeslgn9mup.wm <br />AA #: 0003326 <br />O <br />C <br />4n <br />Q <br />a� <br />aUDDIae XOT <br />V <br />ABBOTT PARK <br />LOT #4 <br />BLK #10 <br />PROJECT* <br />04181.000-04103 <br />1LODELc <br />3ELB <br />"1239-LAYTON" <br />GARAGE OWING: <br />LEFT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />D � 11/25/19 <br />SCALE: 1 /4"=1'-0" <br />S1.1A <br />