Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />aa,rr <br />� oP <br />• <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />,• — <br />CELL SEE PLAN FOR SIZECELL <br />AND <br />� � <br />SEE PLAN FOR SIZE AND <br />. . <br />! <br />d <br />SPACING REQUIREMENTS <br />O <br />RUIRN <br />SPACING REQUIREMENTS <br />v <br />GARAGE DOOR <br />RECESS <br />• FM <br />=j <br />N <br />¢ <br />d= <br />70 Z <br />6' CMU WALL <br />O <br />8" CMU WALL <br />. CORNER BARS, SAME SIZE AS BAR <br />I <br />O - <br />Z <br />io - <br />IN FOUNDATION WITH LEG EACH <br />30" <br />w = <br />N <br />o <br />. {p <br />TOP OF SLAB <br />"�'' <br />t- 0'4'I' <br />TOP OF SLAB <br />.a !.� WAY AT ALL CHANGES IN DIRECTIONS <br />... • SO THAT THE STEEL REINF. IS CONTINUOUS <br />N <br />'y = <br />I <br />.�I, MATCH AMOUNT OF CONTINUOUS BARS <br />?Ic- CURB FOR <br />° <br />EXT. PORCH SLAB <br />WI 1/2' ISOLATION <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4' CHAMFER (iSTOR1� <br />18' <br />•, <br />EX7. PORCH SLAB <br />- I <br />� - EE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER (1STORY) <br />ILA <br />.ICI <br />'"a. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />'' <br />(x MASONRY <br />UNITS SET <br />�;p. AT ELEV: <br />0'-0" <br />f. <br />6" CHAMFER (2-STORY)n#7 <br />W/ 112" ISOLATION <br />JOINT (WHERE e� <br />APPLICABLE Z <br />24' <br />SEE SCHEDULE 3p <br />JOINT (WHERE <br />6' CHAMFER (2-STORY) <br />; •T6 <br />4 EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, BAR SIZE 38 <br />APPLICABLE) <br />Z <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />2v <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LIND <br />4r <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />2 <br />@ GARAGE SQALE:3<"=''°' <br />3 CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: 314'=1'-0' <br />SCALE: 3f4"-l'-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 />VERIFY HEIGHT <br />HT <br />NAILS, 2-ROWS, 4" O/C BTM. HEIGHT <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. EIGHT <br />LAP TO OCCUR OVER STUD OF WALL <br />Of WALL <br />LAP TO OCCUR OVER STUDW/ PLAN <br />20 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />WW <br />I <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />2' CAPPED <br />O <br />S NEW REINF. BAR <br />No 2 STUSECURE BT. PLATE TO SLAB W/ DS SEE PLANS FOR <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />0_ SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE 0" WEDGE ANCHOR WIT <br />i/2"z <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />8", UNO <br />Q <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. @ 18" OC <br />SLAB W110d MASONRY <br />4 <br />FOLLOW ALL MANF. <br />= <br />USP SPTH4 OR SPTHB BTM MAX. <br />NAIL 16' O/C STAGGERED. <br />SPECIFICATIONS FOR <br />N � <br />USE AND <br />AND TOP PLATE ANCHORS W/ <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />= <br />f- PREPARATION OF <br />1 L x 1 1l2' COMMON NAILS <br />HOLES, DO NOT USE <br />REQUIRED WHEN NO <br />SLAB W/(4)1/4- X 2 114" <br />Z HOLE. <br />W <br />UPLIFT IS PRESENT. <br />TAPCONS <br />w <br />10d zz 3LL <br />W <br />SEE SLAB SCHEDULE <br />w SEE SLAB SCHEDULE <br />TOP OF SLAB 7_� . • . . ; <br />TOP OF SLAB .' <br />4' CHAMFER (1STORY)� <br />•\a— <br />4 . <br />6' CHAMFER (2-STORY)•. <br />. <br />•��° . 4 :N�a . - <br />;. ' <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SCALE: 3/4"=1'-0" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />6 <br />% <br />SCALE:34"=1'-0 (NO UPLIFT) <br />SCALE:314"=1'-0 <br />scALE:3a"=r-o (W/ UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2z6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />i <br />WALL W/ SYP 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />SECURE 8T. PLATE TO <br />d <br />p <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />K <br />Q w <br />m <br />16" O/C STAGGERED. <br />ADDITIONALMETAL <br />U <br />�+ <br />CONNECTORS NOT <br />H <br />REQUIRED WHEN NO <br />� <br />8' CMU WALL <br />UPLIFT IS PRESENT. <br />Z <br />-T <br />POURED LINTEL CONT. (TYP.) <br />:, <br />;�p•. 8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />• SEE SLAB SCHEDULE <br />1/2" DIA. USP 726OSD BOLTS 5 <br />Z <br />2 <br />- <br />♦ <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB'4• <br />'ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° • CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />'-� <br />• <br />POURED MONOLITHICALLYWITH <br />° .� <br />_ <br />- FOUNDATION AND SLAB <br />4 <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />i <br />9 BCALE: 3/4'=l'-°' (NO UPLIFT) <br />�O <br />SCALE:34'=1'-0" <br />jl SCALE: <br />1441 N. RONALD REAOMI BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7744078 <br />FAX: 407-7744078 <br />wwwabdesowoup.com <br />L AA M: 0003325 <br />V <br />O <br />SunDiv. asW*A <br />ABBOTT PARK <br />LOT #9 <br />BLK" #10 <br />PROJWTIP <br />04181-000-09102 <br />moDulu <br />4EBB <br />"1828-CALI" <br />GARAGX SWUM: <br />LEFT <br />PAGE <br />DETAILS <br />160 MPH EXP. C <br />