7
2
1 2' - 2"
Mechanical Roof 60' - 2"
10' - 0"
EXISTING ALTON MILL TOWER
W1
ANCHOR BOLTS TO BE INSTALLED PRIOR TO POURING FLOOR SLABS. AICS I-BEAMS ARE TO BE CONNECTED TO 5/8" ANCHOR BOLTS
12
EXISITNG ALTON MILLS TO REMAIN
2' - 4" 1' - 0" 10' - 0"
EXISTING 14" X 14" HEAVY TIMBER BEAMS TO CROSS OVER EACH OTHER
5 B1
EXISTING 12" X 12" HEAVY TIMBER COLUMNS
3' - 0" DOUBLE GLAZED LOW-E CURTIAN WALL PANELS
12' - 0"
EXISTING CONCRETE SLAB
EXISITNG 14" X 18" CONCRETE FOOTINGS
EXPANSION JOINT
10" LAYER OF 3/4" COURSE GRAVEL AROUND 6" WEEPING TILE 3" RIGID INSULATION IS TO BE INSTALLED PRIOR TO ANY NEW FOUNDATION WORK. MAKE SURE TO INSTALL 6" WEEPING TILE BEYOND EXISTING FOUNDATIONS TO ENSURE PROPER WATER DRAINAGE.
3' - 0" 0' - 4" 0' - 7 1/2" 28 R @ 0' - 6 3/4"
Second Floor 16' - 0" Lighting Plan - First Floor 13' - 0"
3" CONCRETE SLAB ON 3" STEEL DECK (22ga)
First Floor 0' - 0" Foundation -1' - 3"
3' - 0"
Basement Ceiling -3' - 0" Basement -15' - 0" T.O. Footing -15' - 8" B.O. Footing -16' - 8"
12' - 6"
EXIT STAIRCASE B 218
S12 X 65 STEEL I-BEAMS TO SUPPORT O.W.S.J. I-BEAMS ARE TO BE SHEAR CONNECTED TO COLUMN CAPTIALS WITH 6X 5/8" EXPANSION BOLTS THROUGH 1/4" STEEL PLATE.
0' - 11 3/4"
28 R @ 0' - 6 3/4"
0' - 6 3/4"
. AND 3/16" WIRED MESH ON
316
4 B1
1' - 0" 0' - 8"
TYPICAL EVELOPE WALL CONNECTION: 16" EXISTING CONCRETE WALL ON AIR/VAPOUR BARRIER ON 3" RIGID INSULATION ON 8" CMU WALL ON 1" AIR SPACE ON SALVAGED STONE FROM EXISTING WALLS REINFORECED WITH WALL TIES
10' - 6"
NOTE: STONE FROM EXISTING WALL TO BE SALVAGED FOR REUSE BEFORE DEMOLITION PROCESS FOR WALL OPENING PROCEED
EXISTING NOMINAL WOOD FLOORING
3' - 0"
0' - 8"
1.5
CURTIAN WALL SPANDREL PANEL
13' - 0" 76' - 10"
NEW RAILING AND STAIRS TO ACCOMODATE LEVEL DIFFERENCES
8" CONCRETE SLAB LANDING
34" AISC C-CHANNEL PLATE TO COVER EXPOSED WALL OPENING SECURED WITH 5/8" EXPANSION BOLTS THROUGH EXISTING MASONRY WALL @18" O.C.
EXIT STAIRCASE A
0' - 8"
Third Floor 32' - 0" Lighting Plan Second Floor 29' - 0"
3' - 0"
NEW REINFORCED CONCRETE COLUMNS TO BE INSTALLED ON GRID LINES 1 WHICH INTERCEPT THE EXISITNG BUILDING. NOTE THESE COLUMNS ARE TO EXTEND FROM THE FIRST FLOOR TO THE THIRD.
1' -1'9"- 3" 13' - 0" 3' - 6 1/4"
2 B1
REFER TO CALLOUT 2-B1 FOR CONNECTION DETAILS BETWEEN OLD ALTON MILLS AND COMMUNITY CENTER
2' - 4"
13' - 0"
2' - 8 1/4"
3' - 0"
W1 4' LH-SERIES STEEL BAR JOIST @ 4' O.C.
8' - 0"
5' - 10 1/2"
301
W1
7' - 4"
W1
MULTIPURPOSE ROOM
Roof 48' - 0" Lighting Plan - Third Floor 45' - 0" 1' - 8 1/2"
3' - 0"
3' - 0"
OVER FLOW DRAIN. PLUMBING TO HAVE 1/2" SLOPE EVERY 48"
402
Mechanical Room Ceiling 58' - 0"
12 6.2
EXIT STAIRCASE A
3' - 0"
3
3' - 0"
4
6
EXIT STAIRCASE A
CONCRETE COLUMN
Third Floor 32' - 0"
117 2 HOUR FIRE RATED GLAZED DOUBLE DOOR, SUPERLITE II-XL 60 IN GPX FRAMING MODEL TO MEET ASTM E-119 REQUIRMENTS. EQUIPPED W ITH AUTOMATED SELF CLOSING DEVICE.
R1
SUSPENDED CEILING
SEE DETAIL CALLOUT 7-D2 FOR RAILING CONNECTION TO FLOOR SLAB
34" AISC C-CHANNEL PLATE TO COVER EXPOSED W ALL OPENING
ALTON MILL
28 R @0' - 6 3/4"
HEATED CONCRETE FLOOR SLAB: 4" CONCRETE REINFORCED W ITH 1/2" REBAR @ 20" O.C. AND 3/16" WIRED MESH ON VAPOUR/AIR BARRIER OF 1/16" POLY ON 3" RIGID INSULATION ON 4" LAYER OF 3/4" CRUSHED STONE.
B108
PRECAST CONCRETE SLABS REINFORCED WITH 10mm STEEL REBAR @ 18" O.C.
6' - 10"
EXIT STAIRCASE A
3' - 0"
C-CHANNEL TO BE SECURED W ITH 5/8" EXPANSION BOLTS THROUGH EXISTING MASONRY W ALL @18" O.C.
4' - 6"
CONCRETE SLAB EDGE 6" x 8"
5' - 10 3/4"
1' - 0" 16" GLUE LAMINATED BEAMS SECURED W ITH 5/8" EXPANSION BOLTS
CTIONS
7 D2
5 1/2" METAL C STUD FRAMING. 3/4" GYPSUM W ALL BOARD TO FINISH ON CONCRETE SLAB EDGE AND METAL STUDS
14" X 14" STEEL BEAM HANGER NAILED W ITH 3 3/4" GALVANIZED FRAMING NAILS
- 10"
36" COMMERCIAL GRADE IRON RAILING. 1 3/4" X 1 3/4" ROUNDED SQAURE HAND RAIL ON 7/8" X 7/8" SQAURE IRON PICKETS. TO BE MOUNTED ON CONCRETE SLAB W ITH 2" CONCRETE SCREW S
EXISTING ALTON MILL CONCRETE W ALL
14" X 14" EXISTING HEAVY TIMBER COLUMN
1' - 8 1/4"
14 R @ 0' - 6 3/4"
1' - 9" 1' - 3"
2' - 6"
Lighting Plan Second Floor 29' - 0"
8' - 6"
5' - 0" 4' - 2"
1' - 0"
CONCRETE FLOOR SLAB
6 D2
EMERGENCY STAIRCASE B SECTION
ARCHITECTURAL PORTFOLIO
PAGE 13