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 (10).ACBK
DEMO COORDINATION SET 04-05-2019 INCLUDES PREVIOUSLY SUBMITTED TO THE BUILDING DEPARTMENT FOUNDATION CHANGES NEW TOP OF FOUNDAITION WALLS AT ENTRY AREAS REMOVE AND REPLACE FRAMING BETWEEN GRIDS A-B AND 1-7 FOR CONSTRUCTION ACCESS REPLACE EXISTING FLOOR JOISTS THAT BEAR ON NEW FLOOR BEAMS OR EXISTING BEAMS THAT WERE REPLACED BECAUSE THEY WERE FIELD CUT. REPLACE EXISTING ROOF I JOISTS AT ELEVATORS AND FIREWALLS REMOVE AND REPLACE EXISTING ROOF FRAMING AT ATRIUM BEAMS FOR EASE OF CONSTRUCTION. CHANGE CONNECTION OF REPLACED BEAMS TO HANGING CONNECTION AT EXISTING COLUMNS REPLACE EXISTING PIPE COLUMN AT E/6 FROM MAIN TO UPPER WITH W8X28 REMOVE UPPER LEVEL EXISTING BEAMS AT GRID 3/B-E AND REPLACE WITH NEW ML BEAMS GRID 4 BC REMOVE EXISTING UPPER FOOR STEEL BEAMS AT 7/B-E AND REPLACE WITH MICROLAM BEAMS REMOVE EXISTING ROOF STEEL BEAMS AT 8/G-L ABD ADD MICROLAM BEAM AT 8.5/G-L ELIMINATED BEAM SPLICE AT UPPER LEVEL AT GRID C BETWEEN 1-6 CHANGE SIZE OF ROOF STEEL BEAM AT 8/E-G MOVED SHAFT WALL PER ARCH NEAR ELEVATOR B NEW COLUMN INSTEAD OF EXISTING AT GRID A/3 UPDATED FOUNDATION DETAILS TO SHOW BASE PLATE BOLTING PER SHOP DRAWINGS UPDATED STEEL CONNECTION DETAILS PER EXISTING CONDITIONS UPDATE WOOD LEDGERS PER JOIST SHOP DRAWINGS. 04/09 / 2 0 1 9 bonni e m 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"40' - 5"5S4.05S4.0SIM.5252T.O.F. (E) 88'-4"T.O.W. (E) 97'-11 3/4"4S4.01' - 4"2S4.02' - 6"LEDGE0' - 4"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"1S4.653REMOVE (E) CONC. WALL &FT'G AS REQ'D2(E) W6x25 TO REMAIN.4S4.0T.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"0' - 0 3/4"2' - 6"0' - 8"0' - 10"2' - 4 7/8"0' - 10"T.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"0' - 10"4 5 °45°0' - 10"2' - 11 9/16"2' - 8 13/16"0' - 4"0' - 4"6' - 10"T.O.L. (N) 97'-11 3/4"T.O.F. (N) 94'-6"T.O.W. (N) 97'-11 3/4"0' - 6"4S4.04S4.05S4.0SIM.52ScaleProject numberDateDrawn by 1/4" = 1'-0"4/5/2019 8:26:38 AMS2.0 R-1PARTIAL BASEMENT LEVEL PLAN1501-06534 EASTCOOPER04/04/19Author 1/4" = 1'-0"PARTIAL BASEMENT PLAN2808504/05/201904/09/2019bonniem 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"4/5/2019 8:26:42 AMS2.0 R-2PARTIAL BASEMENT LEVEL PLAN1501-06534 EASTCOOPER03/21/19Author 1/4" = 1'-0"PARTIAL BASEMENT PLAN 2.2808504/05/201904/09/2019bonniem 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"3' - 0"0' - 8"4' - 0"1' - 7"1' - 0"LEDGE0' - 10"45°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 0' - 2 3/4" Scale Project number Date Drawn by 1/4" = 1'-0" 4/5/2019 8:30:38 AM S2.0 R-3 PARTIAL BASEMENT LEVEL PLAN 1501-06534 EAST COOPER 04/04/19 Author 1/4" = 1'-0" PARTIAL BASEMENT PLAN 3 28085 04/05/2019 04/09 / 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 BRACE615815S4.26651661916S4.2STAIRS@(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.3S4.62S4.66S4.0TYP.@(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"8S4.614S4.1ScaleProject numberDateDrawn by 1/4" = 1'-0"4/5/2019 8:26:50 AMS2.1 RPARTIAL MAIN LEVEL FRAMING1501-06534 EASTCOOPER04/04/19Author 1/4" = 1'-0"PROPOSED - MAIN LEVEL2808504/05/201904/09/2019bonniem UP DN A B 1 3 4 5 7 2 6 8 0' - 9 1/2"0' - 8"0' - 10 1/8"0' - 10"0' - 10 1/8" S3.1 GRID BS3.0 GRID A 1 50 1 7 6 1 1 S4.5 (N) W12X22 T.O.B. 98' - 5 1/4" 6 S4.0 TYP. (N) T.O.PLYW. 98'-7 1/2" LEDGER PER 13/S4.1 19 S4.1 5012 S4.0SIM. 53 5 S4.0 4 S4.3 (N) T.O.SLAB 98'-7 1/2" 2 S4.5 (N) (3) 14" ML(N) W12X2262W10X22T.O.S. 98' - 5 1/4"W10X39T.O.S. 98' - 5 1/4"@(N) 14'' TJL1' - 4"(N) W12X30 61 W10X26T.O.B. 98' - 5 1/4"(N) 11 7/8" ML7 (N) HSS 4x4x3/8 DIAGONAL BRACE PER 3/S4.4 (N) 6" SLAB ON GRADE W/ #5 @ 18" o.c. EA. WAY OVER COMPACTED FILL OR UNDISTURBED NATURAL SOIL PER GEOTECH 638 S4.1 9 S4.1 6 S4.0 56 8 S4.1 6 S4.0 5611 S4.2 V.I.F. 56 12 S4.2 58 15 S4.2 3 S4.6 2 S4.60' - 1"9 7 S4.6 9 S4.1 W10X22 T.O.S. 98' - 5 1/4"W10X22T.O.S. 98' - 5 1/4"@11 7/8" TJI/3601' - 4"@11 7/8" TJI/360 1' - 4" (N) 11 7/8" TJI(N) 14" TJI/360(N) (2) 14" ML 8 S4.6 SIM 2 S4.6 16 S4.2 (N) W8x18 COL Scale Project number Date Drawn by 1/4" = 1'-0" 4/5/2019 8:30:44 AM S2.1 R-2 PARTIAL MAINLEVEL FRAMING 1501-06534 EAST COOPER 04/04/19 Author 1/4" = 1'-0" PROPOSED - MAIN LEVEL 28085 04/05/2019 04/09 / 2 0 1 9 bonni e m D E 11 33 44 55 77 22 66 C 8 8(N) W12X50T.O.S. 98' - 5 1/4"(N) W12X50T.O.S. 98' - 5 1/4"(N) W12X50T.O.S. 98' - 5 1/4"(N) W12X50T.O.S. 98' - 5 1/4"S3.0 GRID 1 S3.1 GRID C S3.2 GRID E (N) W12X26 T.O.S. 98' - 5 1/4" (N) W12X26 T.O.S. 98' - 5 1/4" (N) T.O.PLYW. 98'-7 1/2" (N) T.O.SLAB 98'-7 1/2" 11 S4.2TYP. 16 S4.2 53 9 53 54 5 8 7 11 2 53 REMOVE (E) W8 COLUMN ABOVE 18 S4.2 COL. ABOVE (N) 6" SLAB ON GRADE W/ #5 @ 18" o.c. EA. WAY OVER COMPACTED FILL OR UNDISTURBED NATURAL SOIL PER GEOTECH 5 S4.0 5 S4.0 2 S4.0 59 9 S4.4 TYP. 51(N) W12X50T.O.S. 98' - 5 1/4"61 61 8 S4.1 SIM.5@(N) 14" TJI/3601' - 4"(N) W8 x 31 COLUMN ABOVE 11 S4.3 13 S4.2 Scale Project number Date Drawn by 1/4" = 1'-0" 4/5/2019 8:30:47 AM S2.1 R-3 PARTIAL MAIN LEVEL FRAMING 1501-06534 EAST COOPER 04/04/19 Author 1/4" = 1'-0" PROPOSED - MAIN LEVEL 28085 04/05/2019 04/09 / 2 0 1 9 bonni e m G J L 1 3 4 5 7 2 H K 6 8(N) W12X50T.O.S. 98' - 5 1/4"(N) W12X50T.O.S. 98' - 5 1/4"(N) W12X50T.O.S. 98' - 5 1/4"@(N) 14'' TJL1' - 4"T.O.PLYW. 98'-7 1/2" S3.2 GRID G S3.3 GRID L (N) W12X30 T.O.S. 98' - 5 1/4" (N) T.O.SLAB 99'-5 3/4" 8 S4.4 SIM. 8 55 59 53 51 6 53 1 53 6 2 S4.0 556 (N) 6" SLAB ON GRADEW / #5 @ 18" o.c. EA. W AY OVERCOMPACTED FILL ORUNDISTURBED NATURAL SOILPER GEOTECHDIAGONAL ARCH SUPPORT SEE ARCH. DIAGONAL ARCH SUPPORT SEE ARCH. 1 S4.3 T.O.FIN.FLR. 99'-11 1/2" 10 S4.0 SIM. 6 S4.3 7 S4.3 7 S4.3 SIM. SIM. 6 S4.3 13 S4.0 M M 11 S4.3 11 S4.3 10 S4.0 7 S4.0 10 S4.4 TYP. @ (N) JOIST TO (E) WALL@(N) 14'' TJL1' - 4"618 S4.4 SIM. 11 S4.2 TYP. REMOVE COLUMN ABOVE REMOVE COLUMN ABOVE & BELOW 50 OVERFRAME FLOOR THIS AREA W/ 14" ML (RIPPED) @ 16" O.C. PERPENDICULAR TO TJL'S & W/ FULL HEIGHT BLOCKING AT 8' o.c>. TYP. Scale Project number Date Drawn by 1/4" = 1'-0" 4/5/2019 8:30:52 AM S2.1 R-4 PARTIAL MAIN LEVEL FRAMING 1501-06534 EAST COOPER 04/04/19 Author 1/4" = 1'-0" PROPOSED - MAIN LEVEL 28085 04/05/2019 04/09 / 2 0 1 9 bonni e m AB1133445572266C(E) W12X45T.O.S. 111' - 4 1/2"(N) W12X26T.O.S. 111' - 3"(N) W14X26T.O.S. 111' - 4 1/2"(N) W12X45T.O.S. 111' - 3"(E) W12X30T.O.S. 111' - 3"(E) W12X26T.O.S. 111' - 3"(E) W12X65T.O.S. 111' - 3"(E) W12X58T.O.S. 111' - 3"(N) W12X14T.O.S. 111' - 3"(N) W14X38T.O.S. 111' - 4 1/2"@(N) 14'' TJL1' - 4"(N) W12X65T.O.S. 111' - 3"(N) W12X30T.O.S. 111' - 3"(N) W12X22T.O.S. 111' - 3"(N) W12X19T.O.S. 111' - 3"(E) T.O.PLYW.111'-5 1/4"(N) W12X26T.O.S. 111' - 3"14S4.1635229(N) T.O.PLYW.111'-5 1/4"5060REMOVE (E) TS4x4DIAG. BRACING11S4.2TYP.212S4.29886054SECTION LIMITS619S4.1@(N) 14" TJI/3601' - 4"ABOVE11BELOW5S4.65S4.63S4.62S4.69S4.6@(N) 14'' TJL1' - 4"@(N) 14" TJI/3601' - 4"(N) (2) 14" ML@(N) 14" TJI/3601' - 4"12S4.21312S4.212S4.212S4.213S4.2(N) W8x18 CONT.ScaleProject numberDateDrawn by 1/4" = 1'-0"4/5/2019 8:27:02 AMS2.2 R 1UPPER LEVEL REVISED FRAMINGFOR DEMOLITION ANDREPLACEMENT1501-06534 EASTCOOPER02/07/19CJ 1/4" = 1'-0"PROPOSED - UPPER LEVEL -REV2808504/05/201904/09/2019bonniem D E 1 3 4 5 77 1010 2 66 C 8 8 9 9 (E) W12X30 T.O.S. 111' - 3" (E) W12X30 T.O.S. 111' - 3"(E) W12X65T.O.S. 111' - 3"(E) W12X50T.O.S. 111' - 3"(N) W12X45T.O.S. 111' - 3"(N) T.O.PLYW. 111'-5 1/4" T.O.S. 111' - 4 1/2" S3.0 GRID 1 @(N) 14'' TJL1' - 4"(N) W12X65T.O.S. 111' - 3"(N) W12X30T.O.S. 111' - 3"S3.1 GRID C S3.2 GRID E REMOVE (E) W8 COLUMN (E) T.O.PLYW. 111'-5 1/4" (N) T.O.PLYW. 111'-5 1/4" 14 S4.2 (N) W12X50T.O.S. 111' - 3"(N) W12X50T.O.S. 111' - 3"(N) W12X30 T.O.S. 111' - 3"@(N) 14'' TJL1' - 4"(N) W12X22 T.O.S. 111' - 3" T.O.S. 111' - 3" 12 S4.2 TYP. 16 S4.1TYP.11 S4.2 14 S4.1 16 S4.2 7 16 S4.2 16 S4.2 SIM. 52 63 12 S4.2 SIM. 9 S4.4 SIM. 5461 11 S4.2 16 S4.2 16 S4.2 52 4 (N) W14X38 REMOVE (E) COL. REMOVE (E) COL. 16 S4.2 57 1 S4.4 SIM. TYP. 2 PLACES 58 (N) HSS12X4X3/8(N) HSS12X4X3/8 T.O.S. 111' - 3" (N) HSS12X4X3/8 T.O.S. 111' - 3"(N) HSS12X4X3/8T.O.S. 111' - 3"58 REMOVE (E) COL.(N) (2) 14" ML(N) (2) 14" ML(N) (2) 14" ML(N) (2) 14" ML 54 18 S4.2 @ COL. BELOW13 (N) W8 x 31 COLUMN BELOW 13 S4.2 11 S4.3 SIM. FOR COL. SPLICE OR 13/S4.3 13 S4.2 54 14 S4.1 SIM. 11 S4.4TYP. 12 S4.2 11 S4.3 SIM. FOR COL. SPLICE OR 13/S4.3 11 S4.3 SIM. FOR COL. SPLICE OR 13/S4.3 Scale Project number Date Drawn by 1/4" = 1'-0" 4/5/2019 8:35:26 AM S2.2 REV-2 UPPER LEVEL REVISED FRAMING FOR DEMOLITION AND REPLACEMENT 1501-06534 EAST COOPER 03/05/19 Author 28085 04/05/2019 04/09 / 2 0 1 9 bonni e m E F G J J 1 3 4 5 7 2 H 6 8(E) W12X40 T.O.S. 111' - 3"(E) W12X30T.O.S. 111' - 3"(N) W12X45T.O.S. 111' - 3"(N) T.O.PLYW. 111'-5 1/4" (N) W14X38 (N) W14X38 T.O.S. 111' - 4 1/2"(N) W12X30T.O.S. 111' - 3"S3.2 GRID E S3.2 GRID G (E) T.O.PLYW. 111'-5 1/4"(N) W12X50T.O.S. 111' - 3"(N) W12X30 T.O.S. 111' - 3"@(N) 14'' TJL1' - 4"(N) W14X74T.O.S. 111' - 3"(N) W12X45 T.O.S. 111' - 3" 14 S4.2@(N) 14'' TJL1' - 4"(N) W12X35T.O.S. 111' - 3"@(N) 14'' TJL1' - 4"(N) T.O.PLYW. 111'-5 1/4" 11 S4.2 16 S4.2 16 S4.1SIM. SIM. 52 9 S4.4 SIM. 11 S4.2 564 56 REMOVE (E) COL.REMOVE (E) COL. REMOVE (E) COL.REMOVE (E) COL. REMOVE (E) COL. (N) W12X30 M T.O.S. 111' - 4 1/2" 57 50 9 S4.1 11 S4.2 SIM. 51 55 58 (N) HSS12X4X3/8 T.O.S. 111' - 3" 16 S4.1 TYP. @(N) 14" TJI/360 1' - 4"(N) (2) 14" ML(N) (2) 14" ML 54 11 S4.4TYP. 12 S4.2 11 S4.3 SIM. FOR COL. SPLICE OR 13/S4.3 7 S4.1 TYP. Scale Project number Date Drawn by 1/4" = 1'-0" 4/5/2019 8:30:55 AM S2.2 R-3 UPPER LEVEL REVISED FRAMING FOR DEMOLITION AND REPLACEMENT 1501-06534 EAST COOPER 04/05/19 Author 1/4" = 1'-0" PROPOSED - UPPER LEVEL - REV 3 28085 04/05/2019 04/09 / 2 0 1 9 bonni e m A B 1 3 4 5 7 2 6 8 (E) W12X53T.O.S. 123' - 9 3/4"(N) W12X26 T.O.S. 123' - 9 3/4"(N) W12X40T.O.S. 123' - 9 3/4"(E) W12X65T.O.S. 123' - 9 3/4"(N) W14X26 T.O.S. 123' - 9 3/4"(E) W12X58T.O.S. 123' - 9 3/4"@(N) 14" TJI/3601' - 4"(N) W14X38 T.O.S. 123' - 9 3/4"@(N) 14" TJI/3601' - 4"(N) T.O.PLYW. 124'-0" (N) T.O.DECK RE: ARCH S3.1 GRID BS3.0 GRID A (E) T.O.PLYW. 124'-0"(E) W12X26T.O.S. 123' - 9 3/4"12 S4.225315 S4.2 51 6 16 S4.2 6 (N) HSS4x4x1/4 DIAG. CORNER BRACING 7 (N) W12X14T.O.S. 123' - 9 3/4"53 15 S4.2 51 5'-0" MECHANICAL SCREEN PER DETAIL 9/S4.3. NOT SHOWN FOR CLARITY 11 S4.1 (N) W6X9 124' - 7 1/2" (N) T.O. DECK RE: ARCH 53 4 S4.6 4 S4.6 (N) T.O.DECK RE: ARCH 1.5B 16ga. DECK 1.5B 16ga. DECK (N) W6X9 124' - 7 1/2" 8 S4.6 8 S4.6 @(E) 14" TJI1' - 4"@(E) 14" TJI1' - 4"(N) (2) 14" ML 7 S4.1 SIM. 12 S4.2 TYP. SIM. 13 S4.6 Scale Project number Date Drawn by 1/4" = 1'-0" 4/5/2019 8:31:02 AM S2.3 R-1 PARTIAL ROOF PLAN NEW DEMO EXTENTS 1501-06534 EAST COOPER 03/05/19 Author 1/4" = 1'-0" PROPOSED - ROOF LEVEL - REV-1 28085 04/05/2019 04/09 / 2 0 1 9 bonni e m AB10101111C8899(E) W12X53T.O.S. 123' - 9 3/4"(E) W12X65T.O.S. 123' - 9 3/4"@(N) 14" TJI/3601' - 4"(E) W12X40T.O.S. 123' - 9 3/4"(E) W12X26T.O.S. 123' - 9 3/4"(E) W12X14T.O.S. 123' - 9 3/4"@(N) 14" TJI/3601' - 4"S3.1GRID CS3.1GRID B(E) T.O.PLYW.124'-0"66616S4.2516(N) HSS4x4x1/4 DIAG.CORNER BRACING(E) TS4x4 DIAG. CORNERBRACING TO REMAINREMOVE (E) COL.REMOVE (E)COL. & TRIMBEAM5'-0" MECHANICALSCREEN PER DETAIL9/S4.3. NOT SHOWNFOR CLARITY(N) (2) 14" ML(N) (2) 14" MLOPENING FOR ROOF HATCH.COORDINATE LOCATIONAND DIMENSIONS W/ ARCH'L.(N) (2) 14" MLT.O.B. 123' - 11 1/4"(N) T.O. DECKRE: ARCH16S4.115S4.257585814S4.253534S4.6(N) T.O.DECKRE: ARCH1.5B 16ga. DECK(N) W6X9124' - 7 1/2"8S4.68S4.68S4.68S4.6@(E) 14" TJI1' - 4"@(E) 14" TJI1' - 4"13S4.6BA HANGER TYP.57ScaleProject numberDateDrawn by 1/4" = 1'-0"4/5/2019 8:27:12 AMS2.3 R-2PARTIAL ROOF PLANNEW DEMO EXTENTS1501-06534 EASTCOOPER03/05/19Author 1/4" = 1'-0"PROPOSED - ROOF LEVEL - REV-22808504/05/201904/09/2019bonniem DDEFGJ77101011HCC8899(E) W12X40T.O.S. 123' - 9 3/4"(N) (2) 14" MLT.O.S. 123' - 9 3/4"(N) W12X40T.O.S. 123' - 9 3/4"(E) W12X14T.O.S. 123' - 9 3/4"(E) W12X14T.O.S. 123' - 9 3/4"(E) W12X14T.O.S. 123' - 9 3/4"(N) W12X40(N) W12X40T.O.S. 123' - 9 3/4"(N) (2) 14" MLT.O.B. 123' - 11 1/4"(N) W12X22T.O.S. 123' - 9 3/4"(N) W12X40T.O.S. 123' - 9 3/4"S3.1GRID CS3.2GRID ES3.2GRID G(E) T.O.PLYW.124'-0"(E) T.O.PLYW.124'-0"(N) T.O.PLYW.124'-0"6665214S4.216S4.25116S4.1TYP.16S4.251REMOVE (E) COL.REMOVE (E)COLUMN@(N) 14" TJI/3601' - 4"REMOVE (E) COL.REMOVE (E) COL.5'-0" MECHANICALSCREEN PER DETAIL9/S4.3. NOT SHOWNFOR CLARITY(N) W12X30T.O.S. 123' - 9 3/4"(N) W12X30T.O.S. 123' - 9 3/4"(N) W12X22(N) W12X22(N) W6X9T.O.S. 124' - 7 1/2"17S4.2(N) T.O. PLY126'-3 1/2"17S4.2@(N) 9 1/2" ML1' - 4"@(N) 14" TJI/3601' - 4"@(N) 14" TJI/3601' - 4"@(N) 14" TJI/3601' - 4"55558S4.1TYP.56565656(N) (2) 14" ML(N) (2) 14" ML5050505016S4.119S4.12S4.4TYP.14S4.2SIMPSON BAWELDED HANGER((4) PLACES).11S4.2TYP.BA HANGER TYP.(N) (2) 14" ML11S4.4TYP.1S4.4TYP.16S4.1TYP.SIMPSON BA 3.56/14HANGER, EA END57ScaleProject numberDateDrawn by 1/4" = 1'-0"4/5/2019 8:27:14 AMS2.3 R-3PARTIAL ROOF PLANNEW DEMO EXTENTS1501-06534 EASTCOOPER03/05/19Author 1/4" = 1'-0"PROPOSED - ROOF LEVEL - REV-32808504/05/201904/09/2019bonniem F F G J L L 5 7 10 1111 H K 6 8 9 (N) W12X40T.O.S. 123' - 9 3/4"(E) W12X14 T.O.S. 123' - 9 3/4" (E) W12X14 T.O.S. 123' - 9 3/4"(E) W12X30T.O.S. 123' - 9 3/4"(E) W12X30T.O.S. 123' - 9 3/4"(N) W12X22 T.O.S. 123' - 9 3/4"W14X68T.O.S. 123' - 9 3/4"(N) (2) 14" ML T.O.B. 123' - 11 1/4" (N) W12X22 T.O.S. 123' - 9 3/4" S3.2 GRID G S3.3 GRID L (E) T.O.PLYW. 124'-0" (N) T.O.PLYW. 124'-0" 12 S4.2 2 6 26 52 14 S4.2 9 S4.1 TYP. 16 S4.2 SIM. REMOVE (E) COL. REMOVE (E) COL. REMOVE (E) COL. 15 S4.2 50 5'-0" MECHANICAL SCREEN PER DETAIL 9/S4.3. NOT SHOWN FOR CLARITY M M 14 S4.3 6 S4.2 50 (N) W12X30 T.O.S. 123' - 9 3/4" (N) W12X30 T.O.S. 123' - 9 3/4"(N) W12X22(N) W6X9T.O.S. 124' - 7 1/2"17 S4.2 @(N) 14" TJI/3601' - 4"55 55 56 56(N) (2) 14" ML50 50 19 S4.1 51 SIMPSON BA WELDED HANGER ((4) PLACES). (N) C12x20.7 11 S4.2 TYP. (N) W12X22 (N) (2) 14" ML 1 S4.4 TYP. 16 S4.1 TYP. SIMPSON BA 3.56/14 HANGER, EA END Scale Project number Date Drawn by 1/4" = 1'-0" 4/5/2019 8:31:06 AM S2.3 R-4 PARTIAL ROOF PLAN NEW DEMO EXTENTS 1501-06534 EAST COOPER 03/05/19 Author 1/4" = 1'-0" PROPOSED - ROOF LEVEL -REV-4 28085 04/05/2019 04/09 / 2 0 1 9 bonni e m 28085 04/05/2019 04/09 / 2 0 1 9 bonni e m 04/09 / 2 0 1 9 bonni e m 04/09 / 2 0 1 9 bonni e m 28085 04/05/2019 04/09 / 2 0 1 9 bonni e m 28085 04/05/2019 04/09 / 2 0 1 9 bonni e m 28085 04/05/2019 04/09 / 2 0 1 9 bonni e m 28085 04/05/2019 04/09 / 2 0 1 9 bonni e m 28085 04/05/2019 04/09 / 2 0 1 9 bonni e m 28085 04/05/2019 04/09 / 2 0 1 9 bonni e m 28085 04/05/2019 04/09 / 2 0 1 9 bonni e m 28085 04/05/2019 04/09 / 2 0 1 9 bonni e m 28085 04/05/2019 04/09 / 2 0 1 9 bonni e m 28085 04/05/2019 04/09 / 2 0 1 9 bonni e m 28085 04/05/2019 04/09 / 2 0 1 9 bonni e m