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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />z <br />STEEL REINFORCING IN GROUTED <br />z <br />STEEL REINFORCING IN GROUTED <br />. _ — <br />CELL SEE PLAN FOR SIZE AND <br />p, <br />CELL SEE PLAN FOR SIZE AND <br />T_ v. <br />...` <br />a;. <br />oY <br />CC <br />Lu <br />SPACING REQUIREMENTS <br />CI r <br />SPACING REQUIREMENTS <br />v— <br />GARAGE DOOR <br />RECESS <br />0: N <br />K� <br />4: <br />• •' I FM ". <br />? <br />g" <br />0_ m Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />. �� CORNER BARS, SAME SIZE AS BAR <br />W W <br />O <br />b <br />Z <br />m <br />+' <br />. I <br />. I .. <br />I IN FOUNDATION WITH 3a' LEG EACH <br />ID = <br />+- 0'-0" <br />i WAY AT ALL CHANGES IN DIRECTIONS <br />•�I <br />N y <br />TOP OF SLAB <br />TOP OF SLAB <br />(,.• SO THAT THE STEEL REINF. IS CONTINUOUS <br />• •� <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I <br />?r <br />CURB FOR <br />• <br />EXT. PRCH6L{___4" <br />6EE SLAB SCHEDULE <br />CHAMFER (1STORV) <br />tSEXT. <br />.. <br />•SEE <br />PORCH SLAB <br />SLAB SCHEDULE TOP OFGARAGE <br />4" CHAMFER <br />• Isl, �MASONRY <br />'aCONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />7;p, <br />UNITS SET <br />AT ELEV:W/1/2" <br />ISgATION <br />JOINT(WHERE a <br />S" CHAMFER (2STORY) <br />M4 24" <br />Wl 1YY'CHAMFER <br />(1STORV) <br />, <br />(2STORY)APPLICABLE) <br />�W.'EN <br />0•-a• <br />z <br />SEE SCHEDULE <br />3a' <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />•! i <br />EE SCHEDULE#5 <br />A,NSITIONS <br />ARE MADE FROM FOUNDATIONS HAVING <br />Z <br />FOR WxD, BAR SIZE <br />#8 38 <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />S� <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), LIND <br />EXTERIOR MONO -FOOTING <br />XTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />scALE:34"=r-a' <br />GA <br />GARAGE SCALE:3tC=V-a' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 SCALE: 3/4"=1'-3' <br />4 <br />LAP TOP PLATE A MIN, OF 49' �� <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 1Sd 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 W/ PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2xe WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />W <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />J <br />No 2 STUDS SEE PLANS FOR <br />SECURES PLATE TO SLAB W/ <br />PLANS FOR SPACING SINGLE <br />2" CAPPED <br />d- <br />S to NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1/2"x9" WEDGE ANCHOR W/T <br />BTM. PLATE TO BE PT. <br />GALVANIZED PIPE <br />O C 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 />W/FLANGE 0 BASE <br />K I <br />y s EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 8-t/2" EMBED. MIN. 0 1S' OC <br />SLAB MASONRY <br />Q B", UNO <br />USP SPTH4 OR SPTHB BTM MAX. <br />NAIL 16" 8" OI O/C STAGGERED. <br />•� <br />Q FOLLOW ALL MANF. <br />AND TOP PLATE ANCHORS W/ <br />SPECIFICATIONS FOR <br />10d x 1 1/2" COMMON NAILS <br />= m USE AND <br />FILL ALL HOLES, DO NOT USE u1 <br />SECURE FLANGE TO <br />H m PREPARATION OF <br />a <br />10d x 3' W <br />W <br />SLABWI(4)1/4" X 2 Of- <br />HOLE. <br />Z <br />SLAB SCHEDULE <br />Ir <br />SEE SLAB SCHEDULE <br />[SEE <br />O' QO <br />TOP OF SLAB • <br />• <br />TOP OF SlA6 �t-�. <br />4" CHAMFER (1STORY) <br />. `� <br />�— • .—° <br />4 <br />W CHAMFER(2STORY) <br />• <br />e <br />EQ. EQ, SEE SCHEDULE <br />EQ. EQ. <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />5 BOLLARD <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />SCALE: 3l4"=1'-a' <br />MONOLITHIC <br />FOUNDATION <br />SCALE:3/4"=1'-a' <br />(W/ UPLIFT) <br />SCALE:34"=1'-a' <br />(NO UPLIFT) <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN, OF 46' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" C/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 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />SLAB W11 Od MASONRY NAIL <br />p: <br />?b <br />16" O/C STAGGERED. <br />ul <br />U <br />ON <br />8" CMU WALL <br />M = <br />+ <br />POURED LINTEL CONT. (TYR) <br />:• <br />•�p• . 8" CMU FILLED CELL (TYP.) <br />` <br />. TOP OF SLAB <br />SEE SLAB SCHEDULE <br />I•" <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2" DIA. USP 725OSD BOLTS 5' <br />P O TOF SLAB 5.'41 <br />•� <br />Z <br />? <br />s ,• <br />"ISOLATED" COLUMN PAD <br />° • CENTERED UNDER WALL AND <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />18" O.C. VERTICALLY MAX <br />°•,•B <br />POURED MONOLITHICALLY WITH <br />• <br />— _ FOUNDATION AND SLAB <br />SEE SCHEDULE <br />° <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />/ FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />BRIGWALL TO <br />INTERIOR FRAME BRIG <br />E_"�INTIgELRIMORFOOTING <br />UPLIFT <br />( ) <br />10 <br />AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE:.11- '-a' <br />11 SCALE: 314"=1'-a' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX:407-7744078 <br />www.abdesWWoup.com <br />L AA 0:0003325 <br />yj <br />o3m <br />1,- <br />�e <br />F <br />i0 <br />Q <br />W <br />� <br />YGYLCCif <br />p� <br />1113 <br />�4A <br />o <br />strmiv. as LOT' <br />SILVERADO <br />LOT #15 <br />BLK. #7 <br />PRD"=T <br />4 8.002- 5071 <br />mopz3u <br />4ENB <br />"1751-NEUVILLE" <br />GAP-40M 81FDa3: <br />LEFT <br />PALL" <br />DETAILS <br />%150 MPH EXP. B <br />i OLMD A ABOW"CRA <br />L AR NO 00723 j <br />aA 3/11/19 <br />SCAUM 1/4"=1'-0" <br />sHffiffiT <br />S1.1A <br />