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30" <br />MIN. EACH WAY <br />-- MONOLITHIC FOOTING <br />_17 <br />STEEL REINFORCING IN GROUTED <br />g <br />IT <br />STEEL REINFORCING IN GROUTED <br />R ° <br />CELL SEE PLAN FOR SIZE AND <br />g a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />- <br />111 �_ <br />p SPACING REQUIREMENTS <br />2 Y <br />m V <br />r° <br />If <br />GARAGE DOOR <br />w <br />�d <br />Rd <br />w <br /><� <br />I.1v. <br />FM <br />gam? <br />RECESS <br />¢O N 8"CMU WALL <br />O to <br />8"CMU WALL <br />I CORNER BARS, SAME SIZE AS BAR <br />W S <br />° e) IN FOUNDATION WITH 30" LEG EACH <br />J <br />w <br />In <br />0 +-0'-0• <br />TOP OF SLAB <br />+- 0'-0 <br />TOP OF SLAB <br />d WAY AT ALL CHANGES IN DIRECTIONS <br />I ° > "1 SO THAT THE STEEL REINf. IS CONTINUOUS <br />CO <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />SEE SLAB SCHEDULE <br />. <br />EXT. POR4' CHAMFER (iSTORY) "EXT. <br />IH <br />PORCH SLABW/ <br />- V IFS <br />SEE SLAB SCHEDULE TOP Of QARAQE <br />I4" CHAMFER <br />II° I� <br />°- <br />` v. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULEAT <br />MASONRY <br />UNITS SET <br />ELEV: <br />1!2" IS6 CHAMFER (2-STORY) <br />JOINT(W• •° #4 24" <br />W/ l/2" ISOLATION <br />(1STORY) <br />la °-� 8"CHAMFER (2-STORY) <br />>APPLICAB <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE <br />AppLK:ABLE) 2 <br />• • • EE SCHEDULE <br />a <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />#6 361, <br />FOR WxD, 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 />^ <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS <br />AROUND GARAGE <br />_ <br />SCALE: 3/4"_1'4' <br />2 <br />�a GARAGE SCALE: 3/4".1'-0• <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />� <br />SCALE: 3/4"-1'-0" <br />LAP TOP PLATE A MIN, OF 48' <br />LAP TOP PLATE A MIN, OF 48" —may <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />AND NAIL W/ 16d COMMON <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 STUD <br />OF WALL W/ PLAN <br />20 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />20 OR 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />w <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />No 2 STUDS SEE PLANS FOR�/�SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />IL <br />j U) NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 'k9" WEDGE ANCHOR W/2" <br />BTM. PLATE TO BE PT. <br />O a SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />2 I <br />Il g EPDXY. MIN. EMBED <br />PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC <br />SLAB W/10d MASONRY <br />8", UNO <br />USP SPTH4 OR SPTH6 BTM MAX. <br />NAIL 18" O/C STAGGERED. <br />-p FOLLOW ALL MANF. <br />AND TOP PLATE ANCHORS W/ <br />N p; SPECIFICATIONS FOR <br />10d x 1 1/2" COMMON NAILS <br />3 1/2"DIAMETER CONC. <br />FILLED STEEL PIPE' <br />G 6x6 METAL PLATE <br />m USE AND <br />PREPARATION OF <br />HOLE. <br />Jcc <br />FILL ALL HOLES, DO NOT USE <br />10d x 3" W <br />2 SEE SLAB SCHEDULE <br />¢ <br />Q <br />w <br />¢ SEE SLAB SCHEDULE <br />Q <br />SASE W/ i/2"x6" <br />ANCHOR BOLTS <br />`pm O "�} <br />gQ` <br />TOP OF SLAB _� ° ,. <br />TOP OF SLAB <br />4"CHAMFER (1-STORY) <br />s <br />i- <br />m° <br />8"CHAMFER (2-STORY) <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />(_Q__�INTERIOR CURB <br />FOUNDATION WOOD WALL <br />BOLLARD <br />c MONOLITHIC FOUNDATION <br />SCALE: 3/4".V-0" <br />(W/ UPLIFT} <br />v SCALE: 3/4'-V-0" <br />(NO UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O!C BTM. VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD OF WALL W! PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />20 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />0 0- <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAILcc <br />16" O/C STAGGERED. <br />m Lu <br />U <br />IL <br />00 N <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />.ro: 8" CMU FILLED CELL (TYP.) <br />SEE SLAB SCHEDULE <br />I° '-'-� TOP OF SLAB <br />2X WALL FRAMING <br />--0• <br />SEE SLAB SCHEDULE <br />1/2" DIA. USP 725DSD BOLTS 5" <br />TOP OF SLAB F <br />MINIMUM EMBEDMENT INTO <br />- - <br />_F.SEE <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° <br />UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />-CENTERED <br />POURED MONOLITHICALLY WITH <br />a <br />- FOUNDATION AND SLAB <br />---SEE SCHEDULEDULE <br />FOR WxD, BAR SIZEBAR <br />SIZE <br />AND BAR QUANTITY <br />* <br />✓ AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />9 SCALE:3/4".V-Y' <br />0 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />SCALE: 3/4"=1'-0" <br />1 SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA 0003325 <br />fti <br />z <br />G <br />m <br />O <br />STATEARCHnECTOs , <br />iG Li <br />ROD A <br />L_ AR NO OV23 <br />DAR�'E: 08/20/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />