Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
File Documents.534 E Cooper Ave.0003.2017 (9).ACBK
CHANGES FOUNDATION FOOTING SIZE DECREASED DUE TO ADDING PERMANENT MICROPILES TO SUPPORT VERICAL LOAD ALONG GRID 1. DETAIL 5/S4.0 CHANGED TO ADD MICROPILES UNDER COLUMNS. FOOTING SIZES DECREASED DUE TO NEW GEOTECHNICAL INFORMATION. EXISTING FOOTING SIZES ARE ADEQUATE TO SUPPORT THE NEW LOAD BASED ON THE NEW GEOTECHNICAL INFORMATION AT GRID G/8 AND E/6 FOOTING AND WALL OFF GRID B FROM GRIDS 3-6.5 MOVED PER ARCHITECUTRAL. DETAIL 14/S4.0 AND 15/S4.0 WERE DELETED FROM THE MAIN LEVEL FRAMING PLAN. EXISTING PILASTER SIZES WERE UPDATED BASED ON ACTUAL CONDITIONS. CLARIFY FLOOR OVERFRAMING WITH UPDATED SECTION 12/S4.1 NEW DETAIL ADDED AT G/3 DUE TO EXISTING CONDITIONS. 04/03 / 2 0 1 9 bonni e m 2808503/21/201904/03/2019bonniem BDEF113344552266C20' - 2 1/8"10' - 0"10' - 0"10' - 0"0' - 10"0' - 10"1' - 0"0' - 6 1/4"1' - 6"2' - 6"T.O.F. (N) 94'-6"T.O.W. (N) 98'-10"T.O.L. (N) 97'-11 3/4"T.O.F. (E) 92'-0"T.O.W. (E) 97'-11 3/4"0' - 10"2' - 6"(E) T.O.SLAB89'-0"40' - 5"5S4.05S4.0SIM.5252T.O.F. (E) 88'-4"T.O.W. (E) 97'-11 3/4"4S4.04S4.01' - 4"5S4.0SIM.522S4.00' - 8"2' - 6"LEDGE0' - 4"LEDGE0' - 4"0' - 10"T.O.F. (N) 94'-6"T.O.W. (N) 99'-9 1/2"T.O.L. (N) 97'-11 3/4"0' - 5 1/2"1' - 4"1' - 4"1S4.653REMOVE (E) CONC. WALL &FT'G AS REQ'D2(E) W6x25 TO REMAIN.4S4.04S4.0T.O. G.B. (N) 97'-11 3/4"B.O. G.B. (N) 94'-6"T.O. G.B. (N) 98'-10"B.O. G.B. (N) 94'-6"T.O.F. (N) 94'-6"T.O.W. (N) 99'-9 1/2"T.O.L. (N) 97'-11 3/4"50507S4.0TYP.61S4.02507S4.0TYP.1S4.02' - 0"11S4.68S4.4TYP.4' - 0 1/4"2' - 8 1/8"2' - 9"3' - 11 1/2"3' - 0 3/8"0' - 0 3/4"ScaleProject numberDateDrawn by 1/4" = 1'-0"3/21/2019 8:58:38 AMS2.0 R-1PARTIAL BASEMENT LEVEL PLAN1501-06534 EASTCOOPER03/21/19Author 1/4" = 1'-0"PARTIAL BASEMENT PLAN2808503/21/201904/03/2019bonniem BDE7710101111C88991' - 0"3S4.0REMOVE (E)COLUMN5521S4.011T.O.F. (N) 89'-0"T.O.W. (N) 99'-7 1/4"1' - 0"1' - 0"1' - 0"18S4.0(N) FOOTINGSAW CUT SLABAS REQ'D8' - 8"0' - 7 7/8"7' - 1"4411580' - 6 1/4"1' - 0"2' - 0 1/2"T.O.F. (N) 84'-4"T.O.W. (N) 89'-0"T.O. PED (N) 88'-8"T.O.F. (N) 84'-4"580' - 2 1/2"0' - 3 1/4"60605050507S4.0501S4.317S4.017S4.0OPP.2' - 0"11S4.62' - 0"SAW-CUT (E) SLAB.BEAR (N) FTG ON (E) FTG, V.I.F.0' - 6"0' - 6"0' - 8"2' - 4 3/4"4' - 7 3/8"0' - 7"3' - 0 5/8"9' - 9"59T.O.F. (N) 84'-4"150LEGEND:3'-6" x 6'-0" x 12" THK. PADFTG. W/ #5 @ 12" o.c. EA.WAY TOP & BOTTOM60ScaleProject numberDateDrawn by 1/4" = 1'-0"3/21/2019 8:58:42 AMS2.0 R-2PARTIAL BASEMENT LEVEL PLAN1501-06534 EASTCOOPER03/21/19Author 1/4" = 1'-0"PARTIAL BASEMENT PLAN 2.2808503/21/201904/03/2019bonniem F G J 11 33 44 55 77 22 H K 66 8 80' - 10"0' - 10"16' - 4"0' - 7 1/4"2' - 10 7/16"2' - 10 7/16"0' - 10"REMOVE (E) FOOTING REMOVE (E) COLUMN REMOVE (E) COLUMN 1 1 4 1 S4.0 T.O.F. (E) 88'-4"T.O.W. (E) 99'-5 3/4"1' - 4"T.O.F. (N) 96'-6"T.O.W . (N) 99'-9 1/2"T.O.L. 99'-0"3' - 0"0' - 8"4' - 0"1' - 7"1' - 0"LEDGE0' - 10"45.00°53 M M (N) 4'-3" x 7'-0" x 16" THICK PAD FOOTING W/ (8) #6 TRANSVERSE & (6) #6 LONGITUDINAL 61 REMOVE (E) COLUMN 501 S4.7 Scale Project number Date Drawn by 1/4" = 1'-0" 3/21/2019 8:57:37 AM S2.0 R-3 PARTIAL BASEMENT LEVEL PLAN 1501-06534 EAST COOPER 03/21/19 Author 1/4" = 1'-0" PARTIAL BASEMENT PLAN 3 28085 03/21/2019 04/03 / 2 0 1 9 bonni e m AABB10101111CC8899(N) W12X50T.O.S. 98' - 5 1/4"(E) W12X35(N) W12X22T.O.S. 98' - 6 3/4"(2) 11 7/8" MLT.O.B. 98' - 6 3/4"(2) 11 7/8" MLT.O.B. 98' - 6 3/4"@(E) 14'' TJW1' - 4"(E) T.O.PLYW.98'-7 1/2"(N) W12X22T.O.S. 98' - 5 1/4"(E) HSS4X4X3/8 BRACE615815S4.26651661915S4.1STAIRS@(N) 14" TJI/3601' - 4"(N) W12X22T.O.B. 98' - 5 1/4"(N) W12X22T.O.B. 98' - 5 1/4"6S4.0TYP.(N) T.O.PLYW.98'-7 1/2"517S4.0LEDGER PER 13/S4.119S4.1T.O.FIN.FLR.98'-10"12S4.31S4.350(N) W12X22(N) (3) 14" ML(N) (3) 14" ML(N) W12X22@(N) 14'' TJL1' - 4"(N) W12X22T.O.S. 98' - 5 1/4"565612S4.25815S4.219S4.1(E) (2) 14" MLT.O.B. 98' - 6 3/4"9S4.05656569S4.4TYP.8S4.4TYP.3S4.62S4.65S4.0TYP.@(N) 14" TJI/3601' - 4"6S4.0TYP.9S4.056@11 7/8" TJI/3601' - 4"@(N) 14" TJI/3601' - 4"@11 7/8" TJI/3601' - 4"8S4.6ScaleProject numberDateDrawn by 1/4" = 1'-0"3/21/2019 8:58:45 AMS2.1 RPARTIAL MAIN LEVEL FRAMING1501-06534 EASTCOOPER03/21/19Author 1/4" = 1'-0"PROPOSED - MAIN LEVEL2808503/21/201904/03/2019bonniem 2808503/21/201904/03/2019bonniem 2808503/21/201904/03/2019bonniem 2808503/21/201904/03/2019bonniem