2019 02 portfolio_projects

SKYLINE
facades
Tel. +30 210 4009335
www.skylinefacades.com
info@skylinefacades.com
160-162, Laodikeias Street,
18451, Nikaia,
Greece
FACADE ENGINEERING SERVICES

12017-present
Assignment of:
-Shop Drawings
-Fabrication Drawings
-Installation Drawings
Scope of work:
-Aluminum Curtain Walls
-Aluminum Doors & Windows
-Aluminum Window Walls
-Glass Cladding
-Aluminum Fins
-Aluminum Slab Covers
250
5th AVENUE
New York, USA

12.7 [1/2"]
Clear Opening=977.9 [3'-2 1/2"] Clear Opening=466.7 [1'-6 3/8"]
152.4[6"]171.5[63/4"]
323.8[1'-03/4"]
406.4[1'-4"]
688.7[2'-31/8"]
342.6 [1'-1 1/2"] R.O.=2827 [9'-3 1/2"]
142.4 [5 5/8"] 176.4 [7"]
1574 [5'-2"]
SLAB COVER Edge Flush
to Brick Wall Edge
SLAB Edge
SLAB COVER Edge Flush
to Brick Wall Edge
SLAB Edge
DT-105
DT-106
sim
sim
DT-128
2876.6 [9'-5 1/4"] to Grid Line 3
E.O.S. 63.5 [2 1/2"]
E.O.S.215.9[81/2"]
140 [5 1/2"]
SLABEdge
82.6[31/4"]
toGridLineE
82.6[31/4"]
GL2
GL1 GL1
GL1A GL1A
GL1
GL1A
T.O.S. 14TH FL
126' - 10"
T.O.S. 15TH FL
136' - 1"
R.O.=2591[8'-6"]
F.D.=2555[8'-45/8"]
433.1[1'-5"]60[23/8"]315[1'-03/8"]60[23/8"]315[1'-03/8"]60[23/8"]403.1[1'-37/8"]60[23/8"]409[1'-41/8"]
BrickWallEdgeBeyond
GL2GL2
457.2[1'-6"]1676.4[5'-6"]457.2[1'-6"]
R.O.=2832 [9'-3 1/2"]
2876 [9'-5 1/4"] to Grid Line 3
T.O.S.1
126' -
FINEdge
[03] TpN- Plan 01
scale 1/8
[01] TpN- ELEVATION
scale 1/8
Max torque
(Nm) 35
Max torque
(Nm) 35
Maxtorque
(Nm)35
Maxtorque
(Nm)35
147.4 [5 3/4"]
18.3[3/4"]
10[3/8"]
7.3 [1/4"]
125.3 [4 7/8"]
46 [1 3/4"]4 [1/8"]
150[57/8"]
46 [1 7/8"] 4 [1/8"]
150[57/8"]
60[23/8"]
339.5[1'-13/8"]
Transom
Window Sash
Window Wall Receptor
Window Frame
Glazing Bead
Window Frame
Glazing
Mineral Wool Insulation 40mm
Aluminum Tray 1.5mm
Aluminum Sheet 2mm
Aluminum Angle 20x20x2 mm
27.1 [1 1/8"] 133 [5 1/4"] 17.3 [5/8"]
T.O.S. 8TH FL
71'- 4"
E
81.8 [3 1/4"] to Grid Line E
Interior Floor Finishes by others
228.6[9"]
102[4"]
102 [4"]
Steel Studs by others
228.6[9"]
190.5[71/2"]
63.4 [2 1/2"]
Aluminum Fin
190.6 [7 1/2"]
12.7[1/2"]55[21/8"]379.7[1'-3"]19.6[3/4"]32.2[11/4"]75[3"]
58.9 [2 3/8"] 36.5 [1 3/8"] 57 [2 1/4"]
152.4 [6"]
47 [1 7/8"] 30 [1 1/8"] 135 [5 3/8"]
212 [8 3/8"]
75[3"]12.7[1/2"]
Window Investment by others
Line of Slab Covers
Line of Vertical Fins
81.8 [3 1/4"] 152.4 [6"] 158 [6 1/4"]
14.4 [5/8"]
Aluminum Angle 50X50
Mineral Wool Insulation
Concrete Anchors M10X95 Spacing TBD
Waterproofing Membrane
281.4 [11 1/8"]
87.9[31/2"]
25[1"]
40 [1 5/8"]
Drainage hole:
6x25mm @ 2' o.c.
2%
Project IDDATE 59380
DRAWING NUMBER
DRAWING TITLE
DRAWN by Skyline Facades
VERSION
VERSION DATE DESCRIPTION
CHECKED by ETEM
00
250 5th Ave Hotel - New York
PROJECT TITLE
OWNER
CONTRACTOR
ARCHITECT
PROVIDER
SERVICES
KEY PLAN
SUBCONTRACTOR
Ε Μ P I R E
M A N A G E M E N T
The
RINALDI
G R O U PGENERAL
FACADE
SYSTEM
ENGINEERING
FACADE
SCALE 1/2'' = 1'' @ ARCH C (24'' x18'')
28 Street
5thAvenue
DT - 109
Type K - Section Detail
21 Apr 2018 Issued For Approval
REFERENCE DRAWINGS
TpK - GA01
SPECIFICATIONS
NOTES
GL-1: Overall 1 7/16", 1/4" Clear Tempered SN 60
+3/4" Argon Air Space+3/16"-0.06PVB-3/16" Clear
Laminated Glass
GL-1A: Overall 1 7/16", 1/4" Clear Tempered SN 60
Laminated Tempered Glass
Ceramic Coated +3/4" Argon Air Space
+3/16"-0.06PVB-3/16" Clear Laminated Glass
+3/16"-0.06PVB-3/16" Clear Laminated Tempered
Glass
GLASS TYPES:
-Glazing Specifications as per Section 08 00 00
-Curtain Wall Specifications as per Section 08 44 13
Thermally Broken Aluminum Curtain Wall System,
Powder Coating Finish
-Aluminum Doors Specifications as per
Section 08 41 13
Thermally Broken Aluminum Opening Doors System,
Etem Doors System E75
Etem Curtain Wall System E85
-Steel Framing, Parapet and Slab Edges Defined
according to Structural Drawings
-Primary units in mm
Etem Window Wall System E86
01
21 Sept 2018
01 Issued For Approval21 Sept 2018
Maxtorque
(Nm)35
Maxtorque
(Nm)35
Max torque
(Nm) 35
152.4 [6"]
50 [2"]
43[13/4"]
5[1/4"]
40[15/8"]
60[23/8"]
75[3"]32[11/4"]40[15/8"]333.9[1'-11/8"]70[23/4"]23[7/8"]
18.2[3/4"]
27.1 [1 1/8"] 133 [5 1/4"] 17.3 [5/8"]
63.5 [2 1/2"]
Transom
Window Sash
Glazing Bead
Window Frame
Window Wall Receptor
Glazing Bead
Aluminum Sill
42[15/8"]
172.4 [6 3/4"] 281.4 [11 1/8"]
T.O.S. 7TH FL
62' - 1"
E
Glazing Bead
81.8 [3 1/4"] to Grid Line E
Aluminum Sheet 2mm
Aluminum Fin
Window Wall Frame
30 [1 1/8"] 135 [5 3/8"]
25[1"]
Drainage through
baffle
53.9 [2 1/8"] 36.5 [1 3/8"] 62 [2 1/2"]
152.4 [6"]
147[53/4"]
58.9 [2 3/8"] 36.6 [1 1/2"] 56.9 [2 1/4"]
215 [8 1/2"] 26.4 [1"]
Line of Slab Covers
Line of Vertical Fins
Waterproofing Membrane
34.7[13/8"]
Drainage hole:
6x25mm @ 2' o.c.
DRAWING NUMBER
DRAWING TITLE
VERSION
CHECKED by ETEM
00
PROJECT TITLE
OWNER
CONTRACTOR
ARCHITECT
PROVIDER
SERVICES
KEY PLAN
SUBCONTRACTOR
Ε Μ P I R E
M A N A G E M E N T
The
RINALDI
G R O U PGENERAL
FACADE
SYSTEM
ENGINEERING
FACADE
SCALE 1/2'' = 1'' @ ARCH C (24'' x18'')
28 Street
5thAvenue
DT - 110
Type K - Section Detail
29 Apr 2018 Issued For Approval
REFERENCE DRAWINGS
TpK - GA01
SPECIFICATIONS
NOTES
Laminated Glass
Glass
GLASS TYPES:
Section 08 41 13
Etem Window Wall System E86
01
21 Sept 2018
01 Issued For Approval21 Sept 2018

1396.6[4'-631/32"]836.4[2'-815/16"]3326[10'-1015/16"]
2718.2 [8'-11 1/32"]2693.2 [8'-10 1/32"]
494[1'-77/16"]
2359[7'-87/8"]
791.5 [2'-7 5/32"]
206 [8 1/8"]
252.1
[9 15/16"]
170 [6 11/16"]
206[81/8"]210
[89/32"]
3326[10'-1015/16"]
785[2'-629/32"]785[2'-629/32"]785[2'-629/32"]
00 Issued For Approval
OWNER
CONTRACTOR
ARCHITECT
PROVIDER
SERVICES
REFERENCE DRAWINGS
KEY PLAN
SPECIFICATIONS
NOTES
SUBCONTRACTOR
Ε Μ P I R E
M A N A G E M E N T
The
RINALDI
G R O U PGENERAL
FACADE
SYSTEM
ENGINEERING
FACADE
28 Street
5thAvenue
A-102.02/A-200.01/A-301.01/A-303.01
A-506.01/A-630.01/A-635.00
Laminated Glass
Glass
GLASS TYPES:
Section 08 41 13
08 Aug 2018
F
11[1/2"]
19[3/4"]6[1/4"]5[1/8"]
2[1/8"]
11[1/2"]
19[3/4"]6[1/4"]5[1/8"]
2[1/8"]
91[35/8"]
82[31/4"]toGridLineF
50 [2"]
91[35/8"]
50 [2"]
6 [1/4"]
8 [3/8"]
72 [2 7/8"]5 [1/4"]50 [2"]21 [7/8"]
75[3"]
52 [2"]93 [3 5/8"]
Door FrameDoor SashGlazing Bead
Glazing Glazing
301[11 7
8''] to Grid Line 3
Pressure Plate and Mullion Cap
110[43/8"]
Mullion
15[5/8"]
Transom Projection
1830 [6'] Clear Opening
DT - 308
DRAWING NUMBER
ST03-Plan Detail
DRAWING TITLE
VERSION
00
CHECKED by ETEM
PROJECT TITLE
ARCHITECT
PROVIDER
SERVICES
REFERENCE DRAWINGS
KEY PLAN
SUBCONTRACTOR
FACADE
SYSTEM
ENGINEERING
FACADE
SCALE 1/1'' = 1'' @ ARCH C (24'' x18'')
28 Street
5thAvenue
GA - 304
08 Aug 2018
08 Aug 2018
SPECIFICATIONS
NOTES
Laminated Glass
Glass
GLASS TYPES:
Section 08 41 13
3
F
11[1/2"]
19[3/4"]6[1/4"]5[1/8"]
2[1/8"]
50 [2"]
15[5/8"]
50 [2"] 25 [1"]
110[43/8"]
114[41/2"]
82[31/4"]toGridLineF
Mullion
Gasket
Transom Projection
1 [0"]
21 [7/8"]
Rubber Joint
Glazing
60[23/8"]40[15/8"]
20x40x2mm
Aluminum L
Shaped
40x20x2 mm Aluminum Tube
60x20x2 mm Aluminum Tube
Interior Finishes
by Others
Steel Studs by Others
2693.2 [8'-10''] Frame Opening
26 [1"] to Grid Line 3
PVC Spacen
12 [1/2"]
130 [5 1/8"]
50[2"]
50[2"]
90 [3 1/2"]
95 [3 3/4"]
5 [1/4"] 2 [1/8"]
12 [1/2"]
Mullion
Baker Rod & Sealant
GlazingTransom Projection
441.4[1'-53
8'']toGridLineF
3381.2 [11' - 1 1
8''] to Grid Line 3
Aluminum Spigot
(part of bottom curtain wall bracket)
10mm Aluminum Plate
Bracket Below
10[3/8"]
Baker Rod & SealantPVC Spacen
3367.1[11'-09
16'']RoughOpening
PVC Spacen
DT - 310
DRAWING NUMBER
ST03-Plan Detail
DRAWING TITLE
VERSION
00
CHECKED by ETEM
PROJECT TITLE
OWNER
CONTRACTOR
ARCHITECT
PROVIDER
SERVICES
KEY PLAN
SUBCONTRACTOR
Ε Μ P I R E
M A N A G E M E N T
The
RINALDI
G R O U PGENERAL
FACADE
SYSTEM
ENGINEERING
FACADE
SCALE 1/1'' = 1'' @ ARCH C (24'' x18'')
28 Street
5thAvenue
GA-304
REFERENCE DRAWINGS
SPECIFICATIONS
NOTES
Laminated Glass
Glass
GLASS TYPES:
Section 08 41 13
08 Aug 2018
08 Aug 2018

22018 – present
Assignment of:
-Shop Drawings
Scope of work:
-Aluminum Curtain Walls
-Aluminum Doors & Windows
-Aluminum Slab Covers
-Aluminum Fins
68 - 70
SPRING
STREET
New York, USA

2392.9[7'-101/4"]2382.1[7'-93/4"]1255.7[4'-13/8"]
FO6030.6[19'-93/8"]
55.8[21/4"]
(Sill)
574.7 [1'-10 5/8"]574.7 [1'-10 5/8"]
558.8[1'-10"]
D E
1291.4 [4'-2 7/8"]
5832.5 [19'-1 5/8"]
609.6[2']
T.O.F. 3rd FL
28' - 00"
6096[20'](8''tilesx30)609.6[2']609.6[2']
D.1
609.6[2']
609.6[2']
30' - 00"
50' - 00"
RO6151.6[20'-21/8"]
ROfromSteelStudtoSteelStud
UnitsA,B
L.O. SteelStud
50' - 02"
FO 2328.1 [7'-7 5/8"]
TO 2346.3 [7'-8 3/8"]
R.O.=2352.6 [7'-8 5/8"]
FO 1158.9 [3'-9 5/8"]
TO 1177.9 [3'-10 3/8"]
RO 1184.2 [3'-10 5/8"]
From Steel Stud to Steel Stud
FO 1158.9 [3'-9 5/8"]
TO 1177.9 [3'-10 3/8"]
RO 1184.2 [3'-10 5/8"]
From Steel Stud to Steel Stud
2432.1[7'-113/4"]1155.7[3'-91/2"]2498.7[8'-23/8"]614.4[2'-01/8"]
50[2"]1775.6[5'-97/8"]50[2"]506.5[1'-8"]50[2"]1155.7[3'-91/2"]50[2"]1786.3[5'-103/8"]50[2"]506.5[1'-8"]
50[2"]
55.8[21/4"]
208[81/4"]
T.O.F. 3rd FL
28' - 00"
T.O.F. 4th FL
40' - 00"
T.O.F. 5th FL
52' - 00"
406.4[1'-4"]
26.8 [1"]
406.4[1'-4"]614.4[2'-01/8"]
55.8[21/4"]
406.4[1'-4"]
165.1 [6 1/2"]
125.2 [4 7/8"]
UNITS A - B ELEVATION UNITS A - B SECTION
FO 3481.6 [11'-5 1/8"]
RO 3505.2 [11'-6"]
T.O.F. 2nd FL
16' - 00"
T.O.F. 1st FL
0' - 00"
979.1 [3'-2 1/2"]
200 [7 7/8"]
873.4 [2'-10 3/8"]
200 [7 7/8"]
979.1 [3'-2 1/2"]
2360[7'-87/8"]1294.4[4'-3"]2997.8[9'-10"]
DCB
127.8 [5"]127.8 [5"]
1244.5[4'-1"]
D.1A.9
FO7896.7[25'-107/8"]
RO7916.9[25'-113/4"]
Maxtorque
(Nm)50
Maxtorque
(Nm)50
Maxtorque
(Nm)50
7896.7[25'-107/8"]
7916.9[25'-113/4"]
75[3"]
50[2"]1650.7[5'-5"]
50[2"]
534.3[1'-9"]
50[2"]
1194.4[3'-11"]
50[2"]
1194.5[3'-11"]
50[2"]2997.8[9'-10"]
614.4[2'-01/4"]
T.O.F. 2nd FL
16' - 00"
T.O.F. 1st FL
0' - 00"
1
369.1 [1'-2 1/2"] 290 [11 3/8"]
659.1 [2'-2"]
T.O.F. 2nd fl
15' - 10"
T.O.S. 1st FL
-0' - 02"
Maxtorque
(Nm)50
Maxtorque
(Nm)50
Maxtorque
(Nm)50
7896.7[25'-107/8"]
7916.9[25'-113/4"]
75[3"]
50[2"]1650.7[5'-5"]
50[2"]
534.3[1'-9"]
50[2"]
1194.4[3'-11"]
50[2"]
1194.5[3'-11"]
50[2"]2997.8[9'-10"]
614.4[2'-01/4"]
1
369.1 [1'-2 1/2"] 290 [11 3/8"]
659.1 [2'-2"]
2028.4 [6'-7 7/8"]
Project IDDATE 23 May 2018 68SPR
106
DRAWING NUMBER
North Partial Elevation and Section
DRAWING TITLE
VERSION
00
CHECKED by ETEM
00 23 May 2018 Issued For Approval
68 - 70 Spring Street
PROJECT TITLE
DEVELOPER
ARCHITECT
PROVIDER
SERVICES
SUBCONTRACTOR
FACADE
SYSTEM
ENGINEERING
FACADE
SCALE 1/16'' = 1'' @ ARCH D (36'' x 24'')
BIALOSKY
New York
Section 106 -2 Scale as notedElevation 106 -1 Scale as noted Section 106 -3 Scale as noted
200 [7 7/8"]
979.1 [3'-2 1/2"]
2360[7'-87/8"]1294.4[4'-3"]2997.8[9'-10"]
D
127.8 [5"]
1244.5[4'-1"]
D.1
Maxtorque
(Nm)50
Maxtorque
(Nm)50
Maxtorque
(Nm)50
7896.7[25'-107/8"]
7916.9[25'-113/4"]
75[3"]
50[2"]1650.7[5'-5"]
50[2"]
534.3[1'-9"]
50[2"]
1194.4[3'-11"]
50[2"]
1194.5[3'-11"]
50[2"]2997.8[9'-10"]
614.4[2'-01/4"]
T.O.F. 2nd FL
16' - 00"
T.O.F. 1st FL
0' - 00"
1
369.1 [1'-2 1/2"] 290 [11 3/8"]
659.1 [2'-2"]
T.O.F. 2nd fl
15' - 10"
T.O.S. 1st FL
-0' - 02"
Maxtorque
(Nm)50
Maxtorque
(Nm)50
Maxtorque
(Nm)50
7896.7[25'-107/8"]
7916.9[25'-113/4"]
75[3"]
50[2"]1650.7[5'-5"]
50[2"]
534.3[1'-9"]
50[2"]
1194.4[3'-11"]
50[2"]
1194.5[3'-11"]
50[2"]2997.8[9'-10"]
614.4[2'-01/4"]
1
369.1 [1'-2 1/2"] 290 [11 3/8"]
659.1 [2'-2"]
2028.4 [6'-7 7/8"]
106
DRAWING NUMBER
North Partial Elevation and Section
DRAWING TITLE
VERSION
00
CHECKED by ETEM
PROJECT TITLE
DEVELOPER
ARCHITECT
PROVIDER
SERVICES
SUBCONTRACTOR
FACADE
SYSTEM
ENGINEERING
FACADE
SCALE 1/16'' = 1'' @ ARCH D (36'' x 24'')
BIALOSKY
New York
Section 106 -2 Scale as notedElevation 106 -1 Scale as noted Section 106 -3 Scale as noted
Maxtorque
(Nm)50
Max torque
(Nm) 50
50 [2"]
Aluminum Mullion
Aluminum Angle
40 x 40 x 2
20 [3/4"]
88[31/2"]
50 [2"]
11.8 [1/2"]
Pressure Plate
Aluminum Cap
120 x 20 x 2
55 [2 1/8"] 14.2 [1/2"]
68.3 [2 3/4"]
20 [3/4"]
93.7[33/4"]
28[11/8"]
128.9[51/8"]
Projected
Window
Sash
Terra cotta
by Others
Interior Finishes
By Others
Seal on Backer Rod
Waterproofing
Membrane
SF1 F.D. 13'-4 1/8''
11.8 [1/2"]
SF2 F.D. 11'-5 1/8''
SF1 R.O. 13'-5''
SF2 R.O. 11'-6''
Max torque
(Nm) 50
Maxtorque
(Nm)50
Maxtorque
(Nm)50
200 [7 7/8"]
20 [3/4"]50 [2"]20 [3/4"]
55 [2 1/8"]55 [2 1/8"]
88[31/2"]
30[11/8"]88[31/2"]
40.3 [1 5/8"]
68.3 [2 3/4"]
200 [7 7/8"]
77[3"]
87[33/8"]63[21/2"]28[11/8"]
130[51/8"]25.4[1"]
Aluminum Mullion
Pressure Plate
Aluminum Cap
120 x 20 x 2
Projected
Window
Sash
100 x 20 x 2
110
DRAWING NUMBER
North Plan Details
DRAWING TITLE
VERSION
00
CHECKED by ETEM
PROJECT TITLE
DEVELOPER
ARCHITECT
PROVIDER
SERVICES
SUBCONTRACTOR
DJL Limited
Development
FACADE
SYSTEM
ENGINEERING
FACADE
SCALE 1'' = 1'' @ ARCH D (36'' x 24'')
BIALOSKY
New York
Detail 110 - 2
Scale as noted
Detail 110 - 2
Scale as noted2nd Floor SF1 Ref. Shildan 5.3, 5.2, 5.1
E85104
2
1
50 [2"]
20 [3/4"]8 [3/8"]40.4 [1 5/8"]20 [3/4"] 8 [3/8"] 40.4 [1 5/8"]
56[21/4"]37.8[11/2"]
56[21/4"]37.8[11/2"]77[3"]166.7[61/2"]
25.9[1"]toGridLine1
14.2 [1/2"] 50 [2"] 14.2 [1/2"]
1460.5 [4'-9 1/2"] to Grid Line D1
Aluminum Mullion
Aluminum Cap
Window Sash
Glass
Gasket
Window Frame
Slab Edge (3rd & 5th floor)
Slab Edge (4th & 6th floor)
Line of Mullions and Transcents Edge
1
77[3"]56[21/4"]37.8[11/2"]166.7[61/2"]
28[11/8"]
50 [2"]12.7 [1/2"] 68.4 [2 3/4"]
25.9[1"]toGridLine1
1456 [4'-9 3/8"] to Grid Line D1
R.O.=1184 [3'-10 5/8"] (Type A,A1,C)
F.D.=1159 [3'-9 5/8"]
337.4[1'-11/4"]
Aluminum Mullion
Aluminum Mullion
Window Sash
Glass
Gasket
Window Frame
Terracota Cladding by others
Interior Walls by others
Pressure Plate
Cap
9.6 [3/8"]
3' - 9 15/16"
Seal on Backer Rod
Detail 103 -1
scale as noted
Detail 103 -2
scale as noted
103
DRAWING NUMBER
North Plan Detail
DRAWING TITLE
VERSION
00
CHECKED by ETEM
PROJECT TITLE
DEVELOPER
ARCHITECT
PROVIDER
SERVICES
SUBCONTRACTOR
DJL Limited
Development
FACADE
SYSTEM
ENGINEERING
FACADE
SCALE 1'' = 1'' @ ARCH D (36'' x 24'')
BIALOSKY
New York
Ref. Shildan 5.4, 5.5, 5.6
E85104
2
1
50 [2"]
20 [3/4"]8 [3/8"]40.4 [1 5/8"]20 [3/4"] 8 [3/8"] 40.4 [1 5/8"]
56[21/4"]37.8[11/2"]
56[21/4"]37.8[11/2"]77[3"]166.7[61/2"]
25.9[1"]toGridLine1
14.2 [1/2"] 50 [2"] 14.2 [1/2"]
1460.5 [4'-9 1/2"] to Grid Line D1
Aluminum Mullion
Aluminum Cap
Window Sash
Glass
Gasket
Window Frame
1
77[3"]56[21/4"]37.8[11/2"]166.7[61/2"]
28[11/8"]
50 [2"]12.7 [1/2"] 68.4 [2 3/4"]
25.9[1"]toGridLine1
1456 [4'-9 3/8"] to Grid Line D1
R.O.=1184 [3'-10 5/8"] (Type A,A1,C)
F.D.=1159 [3'-9 5/8"]
337.4[1'-11/4"]
Aluminum Mullion
Aluminum Mullion
Window Sash
Glass
Gasket
Window Frame
Terracota Cladding by others
Interior Walls by others
Pressure Plate
Cap
9.6 [3/8"]
3' - 9 15/16"
Seal on Backer Rod
Detail 103 -1
scale as noted
Detail 103 -2
scale as noted
103
DRAWING NUMBER
North Plan Detail
DRAWING TITLE
VERSION
00
CHECKED by ETEM
PROJECT TITLE
DEVELOPER
ARCHITECT
PROVIDER
SERVICES
SUBCONTRACTOR
DJL Limited
Development
FACADE
SYSTEM
ENGINEERING
FACADE
SCALE 1'' = 1'' @ ARCH D (36'' x 24'')
BIALOSKY
New York
Ref. Shildan 5.4, 5.5, 5.6
Aluminum Mullion
Window Sash
Window Frame
Aluminum Cap
Glass
Slab Edge of 4th & 6th fl.
50 [2"]
20.4 [3/4"] 53 [2 1/8"]20.4 [3/4"]73.4 [2 7/8"]
95.5[33/4"]166[61/2"]75.5[3"]
31.5[11/4"]
67.5[25/8"]
188.8 [7 3/8"]
50 [2"]69.4 [2 3/4"] 69.4 [2 3/4"]
95.5[33/4"]166[61/2"]
35.5[13/8"]8[3/8"]
50 [2"]
20.4 [3/4"] 53 [2 1/8"]
50 [2"] 69.4 [2 3/4"]
25.9[1"]toGridLine1
1
75.5[3"]
32[11/4"]
R.O.=1184 [3'-10 5/8"] (Type A,A1,C)
F.D.=1159 [3'-9 5/8"]
1456 [4'-9 3/8"] to Grid Line D1
Aluminum Mullion
Window Sash
Window Frame
Aluminum Mullion
Glass
12.7 [1/2"]
Pressure Plate
Cap
Concealed sash
window frame
Interior Finishes
By Others
Terra cotta
by Others
9.6 [3/8"]
3' - 9 15/16"
Seal on Backer Rod
Detail 102 - 1
scale as noted
32[11/4"]
Detail 102 - 2
scale as noted
102
DRAWING NUMBER
North Plan Detail
DRAWING TITLE
VERSION
00
CHECKED by ETEM
PROJECT TITLE
DEVELOPER
ARCHITECT
PROVIDER
SERVICES
SUBCONTRACTOR
DJL Limited
Development
FACADE
SYSTEM
ENGINEERING
FACADE
SCALE 1'' = 1'' @ ARCH D (36'' x 24'')
BIALOSKY
New York
Ref. Shildan 5.4, 5.5, 5.6
556.5[1'-97/8"]
50[2"]
14.3[1/2"]
68.4[23/4"]
Custom
Wind Load bearing Bracket
55.8[21/4"]
60.3[23/8"]
101.6 [4"]
346.1[1'-15/8"]
165.1 [6 1/2"]
123.2 [4 7/8"]
63.4 [2 1/2"]
Mineral
Wool
50 x 50 x 3
Aluminum cap
Aluminum transom
1
63.4 [2 1/2"]
M10 Bolt Set
406.4[1'-4"]
T.O. SteelStud
30' - 00"
110.6[43/8"]
Waterproof Membrane
660.4[2'-02'']
toSlab
TERRACOTAFACEPROJECTION
Maxtorque
(Nm)50
Maxtorque
(Nm)50
T.O.F. 4th FL
40' - 00"
M12 x 140
concrete anchor
120[43/4"]
Custom
Dead Load
bearing Bracket
53[21/8"]
73.4[27/8"]
75.5 [3"]
69.4[23/4"]50[2"]
140 [5 1/2"]26 [1"]
1
4th Fl.
T.O.S. 4th FL
39' - 10"
368.3 [1'-2 1/2"]
312 [1'-0 1/4"]
38' - 08"
138.2[51/2"]
556.5[1'-97/8"]
73.4[27/8"]
68.4[23/4"]
50[2"]69.4[23/4"]14.3[1/2"]
9[3/8"]
127 [5"]26 [1"]
Projected window
sash
Concealed sash
window
1
RO6146.8[20'-02'']
UnitsA,B
Detail 105 -1
Scale as noted
Detail 105 -2
Scale as noted
Detail 105 -2
Scale as noted
Project IDDATE 23 May 2018 68SP
105
DRAWING NUMBER
North Section Details
DRAWING TITLE
VERSIO
00
CHECKED by ETE
PROJECT TITLE
DEVELOPER
ARCHITECT
PROVIDER
SERVICES
SUBCONTRACTOR
DJL Limited
Development
FACADE
SYSTEM
ENGINEERING
FACADE
SCALE 2'' = 1'' @ ARCH D (36'' x 24'')
BIALOSKY
New York
Sill Detail A-B Ref. Shildan 5.15
556.5[1'-97/8"]
50[2"]
14.3[1/2"]
68.4[23/4"]
Custom
55.8[21/4"]
60.3[23/8"]
101.6 [4"]
346.1[1'-15/8"]
165.1 [6 1/2"]
123.2 [4 7/8"]
63.4 [2 1/2"]
Mineral
Wool
50 x 50 x 3
Aluminum cap
Aluminum transom
1
63.4 [2 1/2"]
M10 Bolt Set
406.4[1'-4"]
T.O. SteelStud
30' - 00"
110.6[43/8"]
Waterproof Membrane
660.4[2'-02'']
toSlab
Maxtorque
(Nm)50
Maxtorque
(Nm)50
T.O.F. 4th FL
40' - 00"
M12 x 140
concrete anchor
120[43/4"]
Custom
Dead Load
bearing Bracket
53[21/8"]
73.4[27/8"]
75.5 [3"]
69.4[23/4"]50[2"]
140 [5 1/2"]26 [1"]
1
4th Fl.
T.O.S. 4th FL
39' - 10"
368.3 [1'-2 1/2"]
312 [1'-0 1/4"]
38' - 08"
138.2[51/2"]
556.5[1'-97/8"]
73.4[27/8"]
68.4[23/4"]
50[2"]69.4[23/4"]14.3[1/2"]
9[3/8"]
127 [5"]26 [1"]
Projected window
sash
Concealed sash
window
1
RO6146.8[20'-02'']
UnitsA,B
Detail 105 -1
Scale as noted
Detail 105 -2
Scale as noted
Detail 105 -2
Scale as noted
Project IDDATE 23 May 2018 68SP
105
DRAWING NUMBER
North Section Details
DRAWING TITLE
VERSI
00
CHECKED by ETE
PROJECT TITLE
DEVELOPER
ARCHITECT
PROVIDER
SERVICES
SUBCONTRACTOR
DJL Limited
Development
FACADE
SYSTEM
ENGINEERING
FACADE
SCALE 2'' = 1'' @ ARCH D (36'' x 24'')
BIALOSKY
New York
Sill Detail A-B Ref. Shildan 5.15
50[2"]
26 [1"]
166 [6 1/2"]
241.5 [9 1/2"]
32 [1 1/4"]
96.5 [3 3/4"]
9.6[3/8"]
69.4[23/4"]
73.4[27/8"]
1
Custom
M10 Bolt Set
transom
Window frame
Concealed sash
window
Aluminum cap
Pressure plate
5th Fl.
L.O. SteelStud
50' - 02"
50' - 08"
Structural Framing by GC
for windows attachments and TC
(TYP)
Structural Framing by GC
for windows attachments and TC
(TYP)
50' - 00"
55.6[21/4"]
RO6146.8[20'-02'']
UnitsA,B
312 [1'-0 1/4"]
203.2 [8"]
Detail 104 -1
Scale as noted
Head Detail A-B Ref. Shildan 5.14
Maxtorque
(Nm)50
Max torque
(Nm) 50
50 [2"]
Aluminum Mullion
Aluminum Angle
40 x 40 x 2
20 [3/4"]
88[31/2"]
50 [2"]
11.8 [1/2"]
Pressure Plate
Aluminum Cap
120 x 20 x 2
55 [2 1/8"] 14.2 [1/2"]
68.3 [2 3/4"]
20 [3/4"]
93.7[33/4"]
28[11/8"]
128.9[51/8"]
Projected
Window
Sash
Terra cotta
by Others
Interior Finishes
By Others
Seal on Backer Rod
Waterproofing
Membrane
SF1 F.D. 13'-4 1/8''
11.8 [1/2"]
SF2 F.D. 11'-5 1/8''
SF1 R.O. 13'-5''
SF2 R.O. 11'-6''
Max torque
(Nm) 50
Maxtorque
(Nm)50
Maxtorque
(Nm)50
200 [7 7/8"]
20 [3/4"]50 [2"]20 [3/4"]
55 [2 1/8"]55 [2 1/8"]
88[31/2"]
30[11/8"]88[31/2"]
40.3 [1 5/8"]
68.3 [2 3/4"]
200 [7 7/8"]
77[3"]
87[33/8"]63[21/2"]28[11/8"]
130[51/8"]25.4[1"]
Aluminum Mullion
Pressure Plate
Aluminum Cap
120 x 20 x 2
Projected
Window
Sash
100 x 20 x 2
110
DRAWING NUMBER
North Plan Details
DRAWING TITLE
VERSION
00
CHECKED by ETEM
PROJECT TITLE
DEVELOPER
ARCHITECT
PROVIDER
SERVICES
SUBCONTRACTOR
DJL Limited
Development
FACADE
SYSTEM
ENGINEERING
FACADE
SCALE 1'' = 1'' @ ARCH D (36'' x 24'')
BIALOSKY
New York
Detail 110 - 2
Scale as noted
Detail 110 - 2
Scale as noted2nd Floor SF1 Ref. Shildan 5.3, 5.2, 5.1

32012-2013
Assignment of:
-New Aluminum Cladding System
development (W-1016)
-Tender Stage Estimation
-Shop Drawings
-Bill of Materials
Scope of work:
-Aluminum Composite Panels Cladding
-Decorative Aluminum Screen Walls
-Suspended Metal Ceilings
TORONTO
PREMIUM
OUTLET
Toronto, Canada

M10 connection Parts ---->
5mm thick ------->
PR
M10 connection parts
M10 safety nuts
L angle L-10(47-90mm)
Lower part
of gallery joist
(by others)
M10 Channel nuts
CSN4141
washer
M10 Channel nuts
CN4141
L-18B
(5mm thick)
Upper part
of gallery joist
(by others)
L-02
(5mm thick)
L-01
(5mm thick)
long
Lower part
of gallery joist
(by others)
Upper part
of gallery joist
(by others)
PR
Pair rods for
indirect suspension
of basic part
P4141
detail 6
804.67 64
detail 6b
PR (P4141E)
Pair rods
Under Gallery parts
Length
(mm)Code Qnty
(pcs)
-L-10 64
M10 connection Parts ---->
5mm thick ------->
PR
M10 safety nuts
L angle L-10(47-90mm)
Lower part
of gallery joist
(by others)
M10 Channel nuts
CSN4141
washer
M10 Channel nuts
CN4141
L-18B
(5mm thick)
Upper part
of gallery joist
(by others)
L-02
(5mm thick)
L-01
(5mm thick)
long
Lower part
of gallery joist
(by others)
Upper part
of gallery joist
(by others)
PR
Pair rods for
indirect suspension
of basic part
P4141
system used:
PROJECT:
ELEGANT FACADE INC. ARCHITECTURAL SOLUTIONS
NOTES:
detail 6
804.67 64
Scale:
Project No: 1203 Td
1 : 8
Revision A:
Design Date:
Revision B:
02 MAY 2013
Detail ID:
Part No: Susp_partUGal
Pair rods under gallery joist
detail 6b
All dimensions added by Elegant Facade
are in mm.
PR (P4141E)
Pair rods
Under Gallery parts
Length
(mm)Code Qnty
(pcs)
-L-10 64
-M10 channel nuts CSN4141
M10 channel nuts CN4141
-
64
M10 connection part 64
M10 safety nuts
256
512
Washer 448
L-18 64
Plate L-01 64
Plate L-02 64
M10 connection part(long) 128
-
-
-
-
-
-
-
Detail 5b
Detail 5a
Detail 5a
M10 Channel nuts
CSN4141
Angle L-09B
M10 connection
parts
substructure rod
P4141x2(41x82mm)
suspension rod
P4141(41x41mm)
substructure rod
P4141x2(41x82mm)
suspension rod
P4141(41x41mm)
M10 Channel nuts
CSN4141
M10
safety nuts
Washer
M10 Channel nuts
CN4141
M10 connection
parts
Angle L-09B
Angle L-18B
Details 5a - 5b Exploded Detail 5a
system used:
PROJECT:
NOTES: Project No:1203 Td
Revision A:
Design Date:
Revision B:
02 MAY 2013
Detail ID:
Part No:SubSusp_Det-5
Substructure between
Scale: 1 : 25
parts -suspension detail
suspension rod
P4141(41x41mm)
substructure rod
P4141x2(41x82mm)
Angle L-09B
M10 connection part
M10 Channel nuts
CSN4141
M10 Channel nuts
CN4141
M10 safety nuts
washer
M10
Channel nuts
CN4141
Angle L-13E
Perforated panel
Exploded Detail 1
system used:
PROJECT:
NOTES:
Scale:
Project No:1203 Td
1 : 25
Revision A:
Revision B:
Detail ID:
Part No:Sub_Det-1
RCP substructure detail (corner)All dimensions added by
Elegant Facade are in mm.
substructure rod
P4141x2(41x82mm)
suspension rod
P4141(41x41mm)
Angle L-13E
M10 Channel nuts
CSN4141
Angle L-09B
Exploded Detail 1b
system used:
PROJECT:
NOTES:
Scale:
Project No:1203 Td
1 : 25
Revision A:
Design Date:
Revision B:
02 MAY 2013
Detail ID:
Part No:Sub_Det-1b
RCP substructure detail(corner)All dimensions added by Elegant
Facade are in mm.
M10 Channel nuts
CSN4141
M10 Channel nuts
CN4141
M10 Channel
nuts CSN4141
M10
safety nuts
suspension rod
P4141(41x41mm)
L-09B
substructure rod
P4141x2(41x82mm)
substructure rod
P4141x2(41x82mm)
Angle L-18B
Angle L-09B
Angle L-18B
Plate L-02A
system used:
PROJECT:
NOTES:
Scale:
Project No: 1203 Td
1 : 18 , 1:14
Revision A:
Design Date:
Revision B:
02 MAY 2013
Detail ID:
Part No: Sr_A-B-C-D
Suspension rods parts details
All dimensions added by Elegant Facade
are in mm.
2040 9Sr-A(P4141 41x41mm)
part A
Suspension rods &
componets
Length
(mm)Code Qnty
(pcs)
2588
1735 12Sr-B(P4141 41x41mm)
part B
Sr-D(P4141 41x41mm)
part D
92040
3588
Sr-C (P4141 41x41mm)
part C
1278 27
662.7 3
L-09B(partA) 66
M10 channel nuts CSN4141 130
M10 safety nuts
Washer 132
M10 channel nuts CN4141 66
68
- -
-
-
-
-
-
-
132
L-02A 2-
Weather Barrier
Tyvec HomeWrap
Seathing
PreDrilled E-16150
ST 4,2 (No 10)
Length 30mm
Fix PreDrilled E-16150 perimetrically at
the under edge of the canopy, usind No
10 Selfdrilling screws
PreDrilled E-16900
Fix PreDrilled E-16900 at the middle,
usind No 10 Selfdrilling screws
Canopy Edge
INDICATIVE APPLY
Elegant Façade Inc.
Architectural Solutions
Alumicore
WS 1016
1203 GD-10
Generic Drawings For
PROJECT 1203 (TPO)
Alumicore ACP
Slide the ACP panel into the grooves.
Canopy Edge
INDICATIVE APPLY
Elegant Façade Inc.
Architectural Solutions
Alumicore
WS 1016
1203 GD-16
Generic Drawings For
PROJECT 1203 (TPO)
BETWEEN TWO TYPICAL BRACKETS (EVERY 5ft) WE PLACE 5 PLATE
HOLDERS (EVERY 1ft) STARTING 1/2 ft FROM THE EDGE.
1ft
1ft
1ft
1ft
1
2
ft
1
2
ft
1ft
1
2
ft
5ft
1
2
ft
6
6.1 6.2
1213.4 [3'-11 3/4"] 1213.4 [3'-11 3/4"] 1214.2 [3'-11 3/4"] 1212.9 [3'-11 3/4"]
63.1 [2 1/2"]
to Grid Line 6.1
3048.8 [10']
914.6 [3']
101.6 [4"]
101.6 [4"]
914.6 [3']
2082.3[6'-10"]
1778[5'-10"]
2082.3[6'-10"]
1778[5'-10"]
456.8[1'-6"]
50[2"]
100' - 0'' T/O FIN. FLOOR
117' - 6'' T/O FRAMING
5333.7[17'-6"]
S.3
S.1
1213.4 [3'-11 3/4"] 1213.4 [3'-11 3/4"] 1214.2 [3'-11 3/4"] 1212.9 [3'-11 3/4"]
63.1 [2 1/2"]
to Grid Line 6.1
2205.2 [7'-2 7/8"] to Grid Line 6.2
743[2'-51/4"]
toGridLineS.1
304.8[1']
6 6.1 6.2
03
GA-02
sim PD-06
S.1
124' - 0'' T/O STEEL BEAM
203.2[8"]
S.3
110' - 9'' U/S STEEL
203.2[8"]583.9[1'-11"]
304.8 [1']
sim SD-19
508[1'-8"]506.9[1'-8"]509.9[1'-81/8"]508[1'-8"]279[11"]
2082.6[6'-10"]
743 [2'-5 1/4"]
to Grid Line S.1
3251.4[10'-8"]
02. Floorplan
1/30
03. Section
1/16
01. ELevation
1/30
DATE
DRAWING NUMBER
DRAWING TITLE
VERSION
00 11 Jun 2018 Issued For Approval
PROJECT TITLE
SCALE
Project ID 15124.03
B12-GA02
Partial South Elevation - Section
DRAWN by S.F. CHECKED by E.F.
TORONTO PREMIUM OUTLETS (Phase 2B)
as Noted @ ARCH D (36'' x24'')
REFERENCE DRAWINGS
KEY PLAN
OWNERS & DEVELOPERS
ARCHITECT - CONSULTANT
CONTRACTOR
CLADDING
SYSTEM
W 14-15
S I M O NPREMIUM OUTLETS
CALLOWAYREAL ESTATE INVESTMENT TRUST
CONSTRUCTION - MANAGEMENT
BROCCOLINI
PETROFFPARTNERSHIP ARCHITECTS
DESIGN ARCHITECT
COLLABORATIVE
THE
SPECIFICATIONS
METAL PANELS
-MP1: 4 mm Aluminum Composite Panel (Alpolic Fire
Rated), Kynar 500 / Hylar 500 – Slate Grey - Smooth
Finish
Rated), Kynar 500 / Hylar 500 – Dove
Grey – Smooth Finish
Rated), Kynar 500 / Hylar 500 – Medium
Bronze – Smooth Finish
-MP4: Perforated Metal
Screen, Alum. Type 3003-H14, 0.125 Gauge, Clear
Anodized Finish, Round Holes
¼’’ on 5/16’’ centers, Staggered Pattern, 58% Open
Area, Sheet 4’Wx10’L (MTD to 2’’x2’’ Anodized
Aluminum Tube Frame)
-MP5: Horizontal Slat Screen, Powder Coated
Aluminum (Colour Medium Bronze), MTD
to 2’’x2’’ Anodized Aluminum Tube Framing
-MP6: 4 mm Aluminum Composite Panel (Alpolocn
Fire Rated), Kynar 500 / Hylar 500 – Custom Colour
to match Anodized Storefront – Smooth Finish
-A1, A2: 4 mm Aluminum Composite Panel for
canopies’ cladding
MASONRY
-B1: Thin Brick Veneer System, Running Bond -
Belden Mayo Blend (2-1/4''Hx3/4''Dx7-5/8''W)
-B2: Thin Brick Veneer System, Belden No. 8530
(2-1/4''Hx3/4''Dx7-5/8''W)
-S1: Cast Stone Sill
CLADDING
-CL1: Fiber Cement Siding (6'' Exposure), Basis of
Design Allura Stained Lap Siding, Traditional Cedar
Texture, Colour Maple
A12-01, A12-01A, A12-03, A12-04, A12-09
NOTES
- Primary Units are in mm
- Sheathing to be coordinated with Architectural
drawings and GC/Framing
-All composite aluminum panels to be by Alpolic Fire
Rated, 4 mm total thickness (2 layers 0.5 mm THK.
Aluminum).
-All self drilling screws to penetrate min. 3 pitches of
thread into steel member., min. edge distance
1.5xdia., min. spacing 2.5xdia.
-All screws to be stainless steel grade 410 or 300
series if exposed.
-All Bolts to be grade 304.
-All aluminum components to be grade 6063 T5
(Fy = 110MPa).
-All Stainless steel components to be grade 304
(Fy = 207MPa).
-All aluminum extrusion carrier components to be
min. 2mm thick and grade 6063 T5 (Fy=110MPa).
-LePage construction adhesive to be applied and
cured as per manufacturers instructions.
-Dimensions to be verified on site
20 Jul 2018
01
01 20 Jul 2018 Issued For Approval

42018
Assignment of:
development (W-1415)
-Shop Drawings
-Bill of Materials
Scope of Work:
-Aluminum Composite Panels Cladding
-Brick Cladding
-Fiber Cement Board Cladding
-Decorative Aluminum Screen Walls
TORONTO PREMIUM OUTLET_
EXPANSION
Toronto, Canada

U.1T.9T.5
124' - 4'' T/O PARAPET
T
1158.3 [3'-9 5/8"]1219.2 [4']1219.2 [4']1219.2 [4']605.5 [1'-11 7/8"]
709.8[2'-4"]
6637.9[21'-93/8"]
S.10
1219.2 [4'] 1219.2 [4'] 1219.2 [4'] 1219.2 [4']
303.4[1']
4876.8 [16']
02
GA-07
431.4[1'-5"]
864.4[2'-10"]
253.2[10"]
864.4[2'-10"]
2438.4[8']
764 [2'-6 1/8"] 384.3 [1'-3 1/8"]
1201.9 [3'-11 3/8"]
108.4[41/4"]
303.4[1']
80.3[31/8"]
520.2[1'-81/2"]
456.7[1'-6"]
4217 [13'-10"]
5283.2 [17'-4"]
92.6[35/8"]
103[4"]
10.6[3/8"]
1224.6 [4']1224.6 [4'] 690.6 [2'-3"]690.6 [2'-3"]
1224.6 [4']1224.6 [4'] 690.6 [2'-3"]690.6 [2'-3"]
1040.9[3'-5"]
100' - 0'' F.FL.
1322.2[4'-4"]
MP2 MP2MP2MP2
MP2MP2
MP1MP1
CL1
CL1CL1
MP2MP2
B1
B1
S1
S1
02
GA-07
01
GA-07
11.10
11.8
T.9T.5
S.10 T
U.1
307.8[1'-01/8"]
709.8 [2'-4"] 336.1 [1'-1 1/4"]
1219.2[4']413.5[1'-41/4"]
788.4 [2'-7"] 413.5 [1'-4 1/4"]
1201.9 [3'-11 3/8"]
357.6[1'-21/8"]
toGridLine11.10
535.1 [1'-9 1/8"]
to Grid Line U.1
666.8 [2'-2 1/4"]
to Grid Line U.1
509.4[1'-8"]
sim PD-02
761.3 [2'-6"]
to Grid Line S.10
609.6 [2']
to Grid Line T
422.3[1'-45/8"]
toGridLine11.8
1330.3 [4'-4 3/8"]
720.7 [2'-4 3/8"]
to Grid Line T
3159.1 [10'-4 3/8"] to Grid Line T 1338.4 [4'-4 3/4"]
4497.5 [14'-9 1/8"] to Grid Line T
934.7 [3'-0 3/4"]
933
[3
'-0
3/4
"]
138.6[51/2"]
toGridLine11.10
sim PD-07 sim PD-07
sim PD-07
175.6[67/8"]
DATE
DRAWING NUMBER
DRAWING TITLE
VERSION
PROJECT TITLE
SCALE
Project ID 15124.03
B12-GA06
Partial East Elevation
1/30 @ ARCH D (36'' x24'')
REFERENCE DRAWINGS
A12-01, A12-01B, A12-03, A12-05, A12-06, A12-10
KEY PLAN
OWNERS & DEVELOPERS
CONTRACTOR
CLADDING
SYSTEM
W 14-15
BROCCOLINI
DESIGN ARCHITECT
COLLABORATIVE
THE
SPECIFICATIONS
METAL PANELS
Finish
MASONRY
(2-1/4''Hx3/4''Dx7-5/8''W)
CLADDING
02. Floor plan
1/30 20 Jul 2018
01
NOTES
Aluminum).
-All self drilling screws to penetrate min. 3 pitches o
series if exposed.
(Fy = 110MPa).
(Fy = 207MPa).
Q.12 Q.10
2438.4[8']
1200 [3'-11 1/4"] 1200 [3'-11 1/4"] 1200 [3'-11 1/4"] 1200 [3'-11 1/4"] 1200 [3'-11 1/4"] 1200 [3'-11 1/4"]
1219.3 [4'] 1219.3 [4'] 1219.3 [4'] 1219.3 [4'] 1303.7 [4'-3 3/8"]1219.3 [4']1219.3 [4']1219.3 [4']1305.7 [4'-3 3/8"]
03
GA-06
03
GA-06
03
GA-07
819[2'-81/4"]964.2[3'-2"]963.5[3'-2"]963.5[3'-2"]963.5[3'-2"]951.9[3'-11/2"]
1219.3 [4']
9250.7 [30'-4 1/4"]
101.6[4"]
2183.7[7'-2"]
101.6[4"]
2183.7[7'-2"]
03
GA-07
MP2
MP2MP2 MP4
1219.3 [4']1219.3 [4']1219.3 [4']1219.3 [4']1219.3 [4']967.6 [3'-2 1/8"] 967.7 [3'-2 1/8"]
1727.2[5'-8"]914.7[3']
MP2
1727.2[5'-8"]914.7[3']
MP2
7250 [23'-9 3/8"]
4Q
5Q
1200 [3'-11 1/4"] 1200 [3'-11 1/4"] 1200 [3'-11 1/4"] 1200 [3'-11 1/4"] 1200 [3'-11 1/4"] 1200 [3'-11 1/4"]
305.6[1']
50[2"]
03
GA-07
03
GA-07
03
GA-06
03
GA-06
251.4[97/8"]
204.7[8"]
776.1 [2'-6 1/2"]
251.6
[9
7/8"]
697.5
[2
'-3
1/2"]
204.7
[8
"]
204.7
[8
"]
254.4
[1
0"]
697.5
[2
'-3
1/2"]
776.1 [2'-6 1/2"]
251.4[97/8"]
204.7[8"]
4Q
125' - 6'' T/O STEEL
117' - 6'' U/S DECK
112' - 0'' U/S OF CANOPY
109' - 0'' T/O GLAZING
110' - 3/8'' U/S STEEL
5Q
571.7[1'-101/2"]571.7[1'-101/2"]574.7[1'-105/8"]568.7[1'-103/8"]
358.6 [1'-2 1/8"]
355.6 [1'-2"]
305.6 [1']
2438.4[8']4329.4[14'-21/2"]
6717[22'-01/2"]
MP2
DATE 08 Jun 2018
DRAWING NUMBER
DRAWING TITLE
VERSION
01
08 Jun 2018 Issued For Approval
PROJECT TITLE
SCALE
Project ID 15124.03
B10-GA7
North West Elevation & Plan-Section
as noted @ ARCH D (36'' x24'')
REFERENCE DRAWINGS
KEY PLAN
OWNERS & DEVELOPERS
CONTRACTOR
CLADDING
SYSTEM
W 14-15
BROCCOLINI
DESIGN ARCHITECT
COLLABORATIVE
THE
SPECIFICATIONS
METAL PANELS
Finish
-MP7: Perforated Metal Screen, Woven Wire
Mesh, Square Wave, Aluminum Alloy, Intercrimp
weave
const., 2 Mesh, 0,0630’’ Wire, 0,431’’ Opening,
Sheet 4’Wx10’L (MTD to 2’’x2’’ Anodized Aluminum
Tube Frame)
MASONRY
(2-1/4''Hx3/4''Dx7-5/8''W)
CLADDING
NOTES
Aluminum).
-All screws to be stainless steel grade 410.
(Fy = 110MPa).
(Fy = 207MPa).
10
00
03. Section 1/1602. Plan 1/30
A10-01, A10-01A, A10-03, A10-04, A10-08
18 Jun 2018 Issued For Approval01
4Q
125' - 6'' T/O STEEL
117' - 6'' U/S DECK
112' - 0'' U/S OF CANOPY
109' - 0'' T/O GLAZING
110' - 3/8'' U/S STEEL
5Q
571.7[1'-101/2"]571.7[1'-101/2"]574.7[1'-105/8"]568.7[1'-103/8"]
358.6 [1'-2 1/8"]
355.6 [1'-2"]
305.6 [1']
2438.4[8']4329.4[14'-21/2"]
6717[22'-01/2"]
MP2
DATE 08 Jun 2018
DRAWING NUMBER
DRAWING TITLE
VERSION
01
08 Jun 2018 Issued For Approval
PROJECT TITLE
SCALE
Project ID 15124.03
B10-GA7
North West Elevation & Plan-Section
as noted @ ARCH D (36'' x24'')
REFERENCE DRAWINGS
KEY PLAN
OWNERS & DEVELOPERS
CONTRACTOR
CLADDING
SYSTEM
W 14-15
BROCCOLINI
DESIGN ARCHITECT
COLLABORATIVE
THE
SPECIFICATIONS
METAL PANELS
Finish
weave
Tube Frame)
MASONRY
(2-1/4''Hx3/4''Dx7-5/8''W)
CLADDING
NOTES
Aluminum).
(Fy = 110MPa).
(Fy = 207MPa).
10
00
03. Section 1/16
A10-01, A10-01A, A10-03, A10-04, A10-08
18 Jun 2018 Issued For Approval01
1219.2 [4']1219.6 [4'] 1219.2 [4'] 1102 [3'-7 3/8"]726.4 [2'-4 5/8"]
417.6 [1'-4 1/2"]
31.133.134
01
GA-10
4368.8[14'-4"]
5486.4 [18']
6014.7 [19'-8 3/4"]
1324[4'-41/8"]
101.6[4"]
282.4 [11 1/8"]3226.3 [10'-7"]
1330.2[4'-43/8"]
1219.2 [4']1219.6 [4'] 1219.2 [4'] 1102 [3'-7 3/8"]726.4 [2'-4 5/8"]
990.6 [3'-3"]
1219.2 [4'] 1219.2 [4'] 1219.2 [4']
1366.5 [4'-5 3/4"]
31
1320.8[4'-4"]
1207 [3'-11 1/2"]
1219.2 [4']1219.2 [4']721.8 [2'-4 3/8"]
1219.6 [4']1219.6 [4']1219.6 [4'] 1219.6 [4'] 1219.6 [4'] 1219.6 [4'] 1219.6 [4'] 1219.6 [4']871.3 [2'-10 1/4"] 871.3 [2'-10 1/4"]
5080 [16'-8"]
TT.9
TT.8
TT.7
3707.6 [12'-2"]
305.5[1']
50[2"]
1205.5 [3'-11 1/2"]
262.8[103/8"]
DATE
DRAWING NUMBER
DRAWING TITLE
VERSION
00
Issued For Approval
PROJECT TITLE
SCALE
Project ID 15124.03
B14-GA08
Partial North Elevation & Plan
1/30 @ ARCH D (36'' x24'')
REFERENCE DRAWINGS
KEY PLAN
OWNERS & DEVELOPERS
CONTRACTOR
CLADDING
SYSTEM
W 14-15
BROCCOLINI
DESIGN ARCHITECT
COLLABORATIVE
THE
SPECIFICATIONS
METAL PANELS
Finish
weave
Tube Frame)
MASONRY
(2-1/4''Hx3/4''Dx7-5/8''W)
CLADDING
NOTES
Aluminum).
(Fy = 110MPa).
(Fy = 207MPa).
10
00
05 Jul 2018
05 Jul 2018
A14-01A, A14-03, A14-04, A14-09, A14-10
14
01. ELevation
1/30
02. Floorplan
1/30
M10threadedRod
110 [4 3/8"]
150[57/8"]
80[31/8"]
50 [2"] 255.6 [10 1/8"] 50 [2"] 50.8 [2"]
9.8 [3/8"]
18.6 [3/4"] 152.4 [6"] 15.9 [5/8"]
3 [1/8"]
50.8 [2"]
50[2"]424.7[1'-43/4"]50[2"]
101.6[4"]50.8[2"]101.6[4"]50.8[2"]101.6[4"]50.8[2"]101.6[4"]25[1"]25[1"]
50 [2"]
50[2"]
3[1/8"]
42[15/8"]
42 [1 5/8"]
3 [1/8"]
50
[2
"]
70.7[23/4"]
35[13/8"]
100 [3 7/8"]
258.5[101/8"]
36
1
[1
'-2
1/
4"
]
45°
42 [1 5/8"]
ST6.3(No14)
DIN7976-C
ST6.3(No14)
DIN7976-C
ST6.3(No14)
DIN7976-C
ST6.3(No14)
DIN7976-C
ST6.3(No14)
DIN7976-C
ST6.3(No14)
DIN7976-C
ST6.3(No14)
DIN7976-C
ST6.3(No14)
DIN7982-C
ST6.3(No14)
DIN7982-C
ST6.3(No14)
DIN7982-C
2 Screws per Slat
M10 Bolt Set
35 x3mm (1 3
8'' x 1
8'')
Aluminum
plate pre-connected to slats
Wood blocks from steel stud to steel stud
designed, supplied and installed by others
Blocking and steel studs
to able to support
the following factored loads:
Vert.= 0.7 kN (downwards)
Hor.= 1.7 kN (inward or outward)
U bracket connected
to vertical tube through
3 screws ST6.3(No14)
DIN7976-C
U bracket connected
DIN7976-C
U bracket connected
DIN7976-C
Aluminum angle
50x50x3
U bracket connected
DIN7976-C
3mm aluminum plate
both sides
Aluminum slat
2''x4''x1/8''
Nut & 25mm Dia
Washer
50x110x3 SS Angles
min 38 mm
18
[3/4"]
DATE 16 MAY 2018
DRAWING NUMBER
DRAWING TITLE
VERSION
01
00 06 Apr 2018 Issued For Approval
PROJECT TITLE
SCALE 1/2'' = 1'' @ ARCH C (24'' x18'')
SD-08
Section Detail (MP5 Screen)
Project ID 15124.03
REFERENCE DRAWINGS
01/B9-GA9
KEY PLAN
OWNERS & DEVELOPERS
CONTRACTOR
CLADDING
SYSTEM
W 14-15
BROCCOLINI
DESIGN ARCHITECT
COLLABORATIVE
THE
SPECIFICATIONS
NOTES
- All Cladding surfaces had been coordinated to be 2''
outer of the provided sheathing
METAL PANELS
Finish
weave
Tube Frame)
MASONRY
(2-1/4''Hx3/4''Dx7-5/8''W)
CLADDING
NOTES
(Fy = 110MPa).
(Fy = 207MPa).
50[2"]
3 [1/8"] 50 [2"] 305.6 [1']
50[2"]35[13/8"]386.5[1'-31/4"]50[2"]50[2"]35[13/8"]50[2"]50[2"]
571.5[1'-101/2"]
255.6 [10 1/8"] 50 [2"]
57.2 [2 1/4"]28.4 [1 1/8"]100.8 [4"]
200[77/8"]
ST6.3(No14)
DIN7976-C
ST6.3(No14)
DIN7976-C
M10 Bolt Set
U bracket connected
DIN7976-C
U bracket connected
DIN7976-C
Aluminum angle
50x50x3
50x110x3 SS Angles
3mm aluminum plate
both sides
Aluminum Tube
2"x2"x1/8"
3 layers 3/4" FR plywood fasten together
with 2 - #8 x 2" long wood screws at 12" oc
3 layers plywood fasten to steel studs
with 3 - #8 x 2" long screws
688.8 [2'-3 1/8"] to Grid Line UU.9
UU.9
100 [3 7/8"]
50 [2"]
ST6.3(No14)
DIN7976-C
ST6.3(No14)
DIN7976-C
U bracket connected
DIN7976-C
U bracket connected
DIN7976-C
Aluminum angle
50x50x3
3mm aluminum plate
both sides
Aluminum Tube
2"x2"x1/8"
50.8 [2"] 10 [3/8"]49.2 [1 7/8"]
M10 threaded rod w/
nut and 25mm Dia. washer
Steel Studs to be designed to support
the following factored load at anchor
locations
Vert. = 0.7 kN (Downwards)
Hor. = 1.7 (Inward or Outward)
Aluminum Holding Plate
20mm Dia.
6mm thick
20mm Dia.
6mm thick
(Identical to the one used in TPO phase 1)
(Identical to the one used in TPO phase 1)
(MP4)
3mm Perforated Aluminum Sheet
DATE
DRAWING NUMBER
DRAWING TITLE
VERSION
PROJECT TITLE
SCALE
Project ID 15124.03
SD - 19
Section Detail
1/2 @ ARCH C (24'' x18'')
REFERENCE DRAWINGS
A13-01, A13-01C, A13-03, A13-04, A13-08
KEY PLAN
OWNERS & DEVELOPERS
CONTRACTOR
CLADDING
SYSTEM
W 14-15
BROCCOLINI
DESIGN ARCHITECT
COLLABORATIVE
THE
SPECIFICATIONS
METAL PANELS
Finish
CLADDING
20 Jul 2018
01
NOTES
-All composite aluminum panels to be by Alpolic
Fire Rated, 4 mm total thickness (2 layers 0.5 mm
THK. Aluminum).
-All self drilling screws to penetrate min. 3 pitches
of thread into steel member., min. edge distance
series if exposed.
(Fy = 110MPa).
(Fy = 207MPa).
50 [2"]304.8 [1']152.4 [6"]
3 [1/8"]
457.2 [1'-6"]
ST6.3(No14)
DIN7976-C
ST6.3(No14)
DIN7976-C
M10 Bolt Set
U bracket connected
DIN7976-C
U bracket connected
DIN7976-C
Aluminum angle
2"x6"x1/8"
50x110x3 SS Angles
3mm aluminum plate
both sides
Aluminum Tube
2"x6"x1/8"
3 layers 3/4" FR plywood fasten together
with 2 - #8 x 2" long wood screws at 12" oc
3mm Perforated Aluminum Sheat
50.8[2"]50[2"]
ST6.3(No14)
DIN7976-C
Aluminum angle
2"x6"x1/8"
508.4[1'-8"]228.6[9"]
ST6.3(No14)
DIN7976-C
Aluminum angle
2"x6"x1/8"
50.8[2"]50[2"]50.4[2"]
994.3 [3'-3 1/8"] to Grid Line V.1
Aluminum Tube
2"x6"x1/8"
M10 threaded rod w/
nut and 25 Dia. washer
20mm Dia.
6mm thick
20mm Dia.
6mm thick
Steel Studs to be designed to support
the following factored load at anchor
locations
Vert. = 0.7 kN (Downwards)
Hor. = 1.7 (Inward or Outward)
DATE
DRAWING NUMBER
DRAWING TITLE
VERSION
PROJECT TITLE
SCALE
Project ID 15124.03
SD-26
Section Detail
1/16 @ ARCH D (36'' x24'')
REFERENCE DRAWINGS
KEY PLAN
OWNERS & DEVELOPERS
CONTRACTOR
CLADDING
SYSTEM
W 14-15
BROCCOLINI
DESIGN ARCHITECT
COLLABORATIVE
THE
SPECIFICATIONS
METAL PANELS
Finish
MASONRY
(2-1/4''Hx3/4''Dx7-5/8''W)
CLADDING
A12-01, A12-01A, A12-01B, A12-03, A12-05, A12-07
20 Jul 2018
01
NOTES
Aluminum).
series if exposed.
(Fy = 110MPa).
(Fy = 207MPa).
143.4 [5 5/8"]
minimum from outer edge of wall
170 [6 3/4"]
M10 Bolt Set
9.8 [3/8"]
18.6 [3/4"]50.8 [2"]101.6 [4"]15.9 [5/8"]
15.9[5/8"]101.6[4"]50.8[2"]18.6[3/4"]
9.8[3/8"]
50.8[2"]
50.8 [2"]
305.6[1']
110[43/8"]256.2[101/8"]50[2"]3[1/8"]
50 [2"]
50[2"]
143.4[55/8"]
50[2"]127[5"]50[2"]
502 [1'-7 3/4"]
502[1'-73/4"]50.8[2"]
50.8 [2"]50 [2"]
50 [2"]
50[2"]
42[15/8"]
42 [1 5/8"]
305.6 [1']
50 [2"] 3 [1/8"]
3 [1/8"]
3 [1/8"]
42[15/8"]
42 [1 5/8"]
ST6.3(No14)
DIN7976-C
ST6.3(No14)
DIN7976-C
M10 Bolt Set
M10threadedRod
ST6.3(No14)
DIN7976-C
50x50x3
Aluminum Tube
EIFS By Others
3mm
Aluminum Angle
35 x3mm (1 3
8'' x 1
8'')
Aluminum
plate pre-connected to slats
U bracket connected
DIN7976-C
U bracket connected
DIN7976-C
Wood blocks from steel stud to steel stud
designed,supplied and installed by others
Blocking and steel studs
to able to support
the following factored loads:
Vert.= 0.7 kN (downwards)
Hor.= 1.7 kN (inward or outward)
50x110x3 SS angle
(height 150mm)
50x110x3 SS angle
(height 150mm)
50x110x3 SS angle
(height 150mm)
Neutral Barrier between SS angle
and aluminum tube to avoid corrosion
Neutral Barrier between SS angle
and aluminum tube to avoid corrosion
2''x4''x 1/8'' Aluminum Slat
Nut & 25mm Dia
Washer
Aluminum U-Shaped
Cap Plate
Outside visible side of bracket
is lapped as shown -
Gastket all locations through envelope
DATE 16 MAY 2018
DRAWING NUMBER
DRAWING TITLE
VERSION
01
PROJECT TITLE
SCALE 1/2'' = 1'' @ ARCH C (24'' x18'')
PD-02
Plan Detail (Screen)
Project ID 15124.03
REFERENCE DRAWINGS
B9-GA8-North East
KEY PLAN
OWNERS & DEVELOPERS
CONTRACTOR
CLADDING
SYSTEM
W 14-15
BROCCOLINI
DESIGN ARCHITECT
COLLABORATIVE
THE
SPECIFICATIONS
NOTES
METAL PANELS
Finish
weave
Tube Frame)
MASONRY
(2-1/4''Hx3/4''Dx7-5/8''W)
CLADDING
NOTES
(Fy = 110MPa).
(Fy = 207MPa).
127.3 [5"]
304.7 [1']
101.6[4"]
76.2 [3"]
583.3[1'-11"]
101.6 [4"]
25[1"]
151.2[6"]
25.4[1"]
50.
8[2"]
4 mm Aluminum
Composite Panel
Sheathing
by Others
Air & Moisture Barrier
by Others
Membrane on Sheathing
by Others
50.8 [2"]
101.6[4"]
126' - 5'' T/O STEEL
Seal
124' - 4'' T/O ACP ZONE
1035.3 [3'-4 3/4"] to AXIS 17C
44
[1 3/4
"]
#8 Grade 410
Stainless Steel
self-drilling screw
at 12'' OC.
#10 Grade 410
Stainless Steel
self-drilling screw
#10 Grade 410
Stainless Steel
self-drilling screw
at 16'' OC.
Wood Blocking
by Others
Wood Blocking
by Others
#10 Grade 410
Stainless Steel
self-drilling screw
at 16'' OC.
#10 Grade 410
Stainless Steel
self-drilling screw
#8 Grade 410
Stainless Steel
self-drilling screw
at 12'' OC.
(assumed 20GA. thickness
at 16'' OC.)
#10 Grade 410
Stainless Steel
self-drilling screw
#8 Grade 410
Stainless Steel
self-drilling screw
at 12'' OC.
#10 Grade 410
Stainless Steel
self-drilling screw
at 16'' OC.
Vertical Joint Profile
Riveted on ACP
(Rivets Finish to match profiles)
Vertical Joint Profile
Riveted on ACP
(Rivets Finish to match profiles)
Trim Flashing
3mm "Z" Shape aluminum
profile
Drainage Hole @ 4' O.C.
Drainage Hole @ 4' O.C.
DATE 16 MAY 2018
DRAWING NUMBER
DRAWING TITLE
VERSION
01
PROJECT TITLE
SCALE
Project ID 15124.03
B9-SD10
Section Detail (Parapet)
1/2'' = 1'' @ ARCH D (36'' x24'')
REFERENCE DRAWINGS
01/B9-GA11
KEY PLAN
OWNERS & DEVELOPERS
CONTRACTOR
CLADDING
SYSTEM
W 14-15
BROCCOLINI
DESIGN ARCHITECT
COLLABORATIVE
THE
SPECIFICATIONS
NOTES
METAL PANELS
Finish
weave
Tube Frame)
MASONRY
(2-1/4''Hx3/4''Dx7-5/8''W)
CLADDING
NOTES
Aluminum).
min. 2mm thick and grade 6063 T5 (Fy = 110MPa).
44[13/4"]101.6[4"]
15[5/8"]
50.8 [2"]
15 [5/8"]
42 [1 5/8"]
50.8 [2"]
431.3 [1'-5"]
40.9[15/8"]
112.4[43/8"]
#10 Grade 410
Stainless Steel
self-drilling screw
#8 Grade 410
Stainless Steel
self-drilling screw
at 12'' OC.
profile
#10 Grade 410
Stainless Steel
self-drilling screw
Pressure Cap
profile
Shiming
Drip Profile
Pressure cap
Drainage Hole
6x30mm
35[13/8"]
31 [1 1/4"] 487.8 [1'-7 1/4"]
Drainage Hole
6x30mm
#10 Grade 410
Stainless Steel
self-drilling screw
@ 16" oc
#8 Grade 410
Stainless Steel
self-drilling screw
@ 12" oc
#10 Grade 410
Stainless Steel
self-drilling screw
387.3[1'-31/4"]
116' - 11'' T/O PARAPET
Min. 2% Slope
#10 Grade 410
Stainless Steel
self-drilling screw
#10 Grade 410
Stainless Steel
self-drilling screw
@ 16" oc
#10 Grade 410
Stainless Steel
self-drilling screw
#10 Grade 410
Stainless Steel
self-drilling screw
#10 Grade 410
Stainless Steel
self-drilling screw
@ 16" oc
#10 Grade 410
Stainless Steel
self-drilling screw
@ 16" oc
#10 Grade 410
Stainless Steel
self-drilling screw
#8 Grade 410
Stainless Steel
self-drilling screw
@ 12" oc
#8 Grade 410
Stainless Steel
self-drilling screw
@ 12" oc
#10 Grade 410
Stainless Steel
self-drilling screw
@ 16" oc
2mm "U" Shape aluminum
profile (CONTINUOUS)
4 mm Aluminum
Composite Panel (MP2)
DATE
DRAWING NUMBER
DRAWING TITLE
VERSION
PROJECT TITLE
SCALE
Project ID 15124.03
SD - 21
Section Detail
1/2 @ ARCH C (24'' x18'')
REFERENCE DRAWINGS
KEY PLAN
OWNERS & DEVELOPERS
CONTRACTOR
CLADDING
SYSTEM
W 14-15
BROCCOLINI
DESIGN ARCHITECT
COLLABORATIVE
THE
SPECIFICATIONS
METAL PANELS
Finish
MASONRY
(2-1/4''Hx3/4''Dx7-5/8''W)
CLADDING
A13-01, A13-01B, A13-03, A13-05, A13-09
20 Jul 2018
01
NOTES
-All composite aluminum panels to be by Alpolic
Fire Rated, 4 mm total thickness (2 layers 0.5 mm
THK. Aluminum).
-All self drilling screws to penetrate min. 3 pitches
of thread into steel member., min. edge distance
series if exposed.
(Fy = 110MPa).
(Fy = 207MPa).
184.1[71/4"]
31.8[11/4"]31.8[11/4"]
152.3[6"]
50.8 [2"]
FIBER CEMENT PANEL
7 1
4'' x 5
16''
OVERLAP
2mm VERTICAL ALUMINUM PROFILE
at 16'' O.C.
SHIMMING
5
8'' Fibreglass Sheathing
by Others
Air & Moisture Barrier
by Others
119' - 10'' T/O PARAPET
119' - 8'' T/O STEEL
117' - 6'' U/S DECK
422.4 [1'-4 5/8"] to AXIS SS.1
SS1
METAL FLASHING CAP
by OTHERS
CAULKING
by OTHERS
at 16'' OC.)
SHIMMING
#10 Grade 410
Stainless Steel
self-drilling screw
at 16'' OC.
7.2 [9/32"]
#8 Grade 410
Stainless Steel
self-drilling screw
at 16'' OC.
#8 Grade 410
Stainless Steel
self-drilling screw
at 16'' OC.
#8 Grade 410
Stainless Steel
self-drilling screw
at 16'' OC.
#8 Grade 410
Stainless Steel
self-drilling screw
at 16'' OC.
#10 Grade 410
Stainless Steel
self-drilling screw
at 16'' OC.
2mm VERTICAL
ALUMINUM
PROFILE
at 16'' O.C.
at 16'' OC.)
25[1"]7.2[1/4"]
SHIMMING
Partial
Plan Detail A
Partial
Plan Detail A
Partial Plan Detail A-A
FIBER CEMENT PANEL
7 1
4'' x 5
16''
FIBER CEMENT PANEL
7 1
4'' x 5
16''
5
8'' Fiberglass
Sheathing
by Others
Air & Moisture
Barrier
by Others
DATE 16 MAY 2018
DRAWING NUMBER
DRAWING TITLE
VERSION
01
PROJECT TITLE
SCALE
SD-04
Section Detail (Parapet)
1/2'' = 1'' @ ARCH C (24'' x18'')
Project ID 15124.03
REFERENCE DRAWINGS
KEY PLAN
01/B9-GA5
OWNERS & DEVELOPERS
CONTRACTOR
CLADDING
SYSTEM
W 14-15
BROCCOLINI
DESIGN ARCHITECT
COLLABORATIVE
THE
SPECIFICATIONS
NOTES
METAL PANELS
Finish
weave
Tube Frame)
MASONRY
(2-1/4''Hx3/4''Dx7-5/8''W)
CLADDING
NOTES
Aluminum).
min. 2mm thick and grade 6063 T5 (Fy = 110MPa).
33 [1 1/4"]
33 [1 3/8"]
33[11/4"]
33[13/8"]
31 [1 1/4"]
31[11/4"]
31 [1 1/4"]
31[11/4"]
44 [1 3/4"]
25[1"]
222[83/4"]
243 [9 5/8"]
51 [2"]
50.8[2"]
50.8 [2"]
50.8[2"]
Sheathing
by Others
Sheathing
by Others
Sheathing
by Others
#8 Grade 410
Stainless Steel
self-drilling screw
at 12'' OC.
#8 Grade 410
Stainless Steel
self-drilling screw
at 12'' OC.
#10 Grade 410
Stainless Steel
self-drilling screw
at 16'' OC.
#8 Grade 410
Stainless Steel
self-drilling screw
at 12'' OC.
#8 Grade 410
Stainless Steel
self-drilling screw
at 12'' OC.
#10 Grade 410
Stainless Steel
self-drilling screw
at 16'' OC.
4 mm Aluminum
Composite Panel
MP2
4 mm Aluminum
Composite Panel
MP1
4 mm Aluminum
Composite Panel MP1
4 mm Aluminum
Composite Panel MP1
482[1'7'']toGridLine18.2
1068 [3' 6''] to Grid Line VV.4
LePage PL9000
construction adhesive,
refer to GA03 & GA04 for
panel locations
DATE
DRAWING NUMBER
DRAWING TITLE
VE
PROJECT TITLE
SCALE
Project ID 151
PD-05
Plan Detail
DRAWN by S.F. CHECKED b
TORONTO PREMIUM OUTLETS (Phase
1/2 @ ARCH D (36'' x24'')
REFERENCE DRAWINGS
A13-01, A13-01A, A13-03, A13-05, A13-09, A1
KEY PLAN
OWNERS & DEVELOPERS
CONTRACTOR
CLADDING
SYSTEM
W 14-
CALLOWAYREAL ESTATE INVESTMENT TR
BROCCOLIN
DESIGN ARCHITECT
COLLABORATIV
THE
SPECIFICATIONS
METAL PANELS
-MP1: 4 mm Aluminum Composite Panel (Alpo
Rated), Kynar 500 / Hylar 500 – Slate Grey - Sm
Finish
Screen, Alum. Type 3003-H14, 0.125 Gauge, C
¼’’ on 5/16’’ centers, Staggered Pattern, 58%
Fire Rated), Kynar 500 / Hylar 500 – Custom C
MASONRY
(2-1/4''Hx3/4''Dx7-5/8''W)
CLADDING
-CL1: Fiber Cement Siding (6'' Exposure), Basis
Design Allura Stained Lap Siding, Traditional Ce
20 Jul 2018
NOTES
- Sheathing to be coordinated with Architectu
-All composite aluminum panels to be by Alp
Fire Rated, 4 mm total thickness (2 layers 0.
THK. Aluminum).
-All self drilling screws to penetrate min. 3 pi
of thread into steel member., min. edge dista
-All screws to be stainless steel grade 410 or
series if exposed.
-All aluminum components to be grade 6063
(Fy = 110MPa).
(Fy = 207MPa).
-All aluminum extrusion carrier components
min. 2mm thick and grade 6063 T5 (Fy=110
-LePage construction adhesive to be applied

52013-2018
Assignment of:
development (H-2040)
-Shop Drawings
-Bill of Materials
Scope of Work:
-Ceramic Panels Cladding
-Enamel Porcelain Panels Cladding
-Stainless Steel Panels Cladding
HIGHWAY
407
STATION
Toronto, Canada

0 1 2m
S7S6S5
198.60 FINISH BUS TERMINAL
FLOOR
FINISH ENTRANCE
FLOOR
193.35
+189.07 FINISH WEST
CONCOURSE FLOOR
WEST CONCOURSE
UNPAID AREA
SOUTH WING INTERNAL
BUS TERMINAL
ESCALATOR
NOSING LINE
BEYOND
SS ESCALATOR
BALUSTRADE
BEYOND - BY
ESCALATOR
CONTRACTOR
ESCALATOR 8 BEYOND
5338
1200
PORCELAIN ENAMEL PANELS TO
BE 1220 A.F.F. MIN. AT STAIR
12/13 LANDINGS
PORCELAIN
ENAMEL PANELS
01
SD-02
DECORATIVE GLASS
8625 8746 3709
S8 S9
(OHLFCCjv)
(OHLFCCjv)
1ESCALATORS 5 & 6 ELEVATION
PARTIAL STAIR 12 & 13 SECTION
01
S-02
02
S-02
see P01
2350619
619
619 619
619 619
619
619
1766
1806
1806
1806
1506
1142
850
SECTIONTURNLINE
191.214
1000
F.F. LEVEL
03
S-02
130
150°
6909
1025
150
±465
PORCELAIN
ENAMEL PANELS
(see 01/S-04)
SIDEWALL STEP LIGHT
300x150mm (OHLFCCjv)
(Centered Horizontally on Panels)
1025
HANDRAIL
(OHLFCCjv)
150°
150°
150°
619
1415
50
1068
1431
2400
619 619
619
619 619
1220
50
619
619
619
1050
150
619
10
10
10
275
260
Architectural
REV. A
REV. B
NOTES:
DESIGN DATE :
-
--
ARCHITECTURAL
TORONTO-
SPANDINA SUBWA
HIGHWAY 407
Project Title:
Scale : nts
EF Project No: 1302
-Ref. dwg No:A33-1-A7313
Drawing T
Escalator 5 & 6
partial stair 12 &
Product: Porcelain Enam
Section: 07 44 16
Name of product: PEP S
Sheet manufacturer: 1mm
Contract Number: A35-2
LEGEND:
* The dimensions of stainless
substructure will be verified an
to the heavy substructure's fin
1. Porcelain Enamel Panel
2. a. Stainless steel Clip ,type
22x12x1.27mm (part len
b. Stainless steel Clip,type
c. Stainless steel Clip,type
3. Stainless steel angle 20x2
4. a. Steel Studs 50x35x1mm
b. Steel Studs 70x35x1mm
5. Screw ST4.2 (No8) stainle
6. HILTI Kwik Flex Screw#10
UCAN fasteners TRH 1034
7. Rivet No4 stainless steel D
8. Backer Rod
9. Sealant (to be tooled to co
10. Stainless Steel Edge Trim
-All dimensions are in mm
on site before fabrication
-Stainless steel clips are to
o.c. vertically and horizon
perimeter of each porcelai
-Porcelain enamel panel w
-Min. 2 #8 screws per stain
steel stud.
-Before to begin works, coo
Structural Subcontractor, C
system, escalators, art glas
lighting system, terrazzo ba
will be necessary.
2
50.0
50 mm10
20 100
10010
14
1750
35
01DETAIL SECTION
67
8
9
5
4a
1
2b
7
2b
171
100
02DETAIL SECTION
50
35
15
68
2
50.0
50 mm10
20 100
1
2b
4a
6
Foam tape
DETAIL SECTION
03DETAIL SECTION
76
15
67
50
100
6
2
50.0
50 mm10
20 100
1
2b
4a
6
DETAIL SECTION
10
100
50
18
15
67
2
50.0
5010
20
1
4a
2b
7
9
8
2b
DETAIL SECTION
10
18
15
68
50
2
50.0
50 mm10
20 100
2b
1
5
9
8
01SECTION
ESCALATOR SIDE CLADDING AT TERRAZZO BASE 0 100 200mm see E-01
20
10
35
152
10
35
38
35
35
50
76
20
7038
35
100
100
100
varies
45
150
1025
02
SD-02
03
SD-02
TERRAZZO
FINISH
(OHLFCCjv)
4b
4a
1 2a
9
10
Handrail
(OHLFCCjv)
SS Panels
(OHLFCCjv)
02SECTION
ESCALATOR SIDE CLADDING AT TERRAZZO BASE 0 100 200mm see E-01
TERRAZZO
FINISH
(OHLFCCjv)
20
100
150
152
10
35
45
varies
7038
35
100
04
SD-02
1
4b
2a
10
9
Handrail
(OHLFCCjv)
SS Panels
(OHLFCCjv)
Galvanized Steel Angle
76x76x6.4mm
(OHLFCCjv)
BICYCLE CURB SEC
TYPICAL AT ESCALATOR BALUSTRADE
152
10
35
45
7038
35
100
20
100
1806
Handrail
(OHLFCCjv)
9
10
2a
1
70
35
38
6
Galvanized Steel An
76x76x6.4mm
(OHLFCCjv)
OUTLINE OF
HANDRAIL BEHIND
OHLFCCjv
OUTLINE OF FLEXIBLE
ESCALATOR HANDRAIL (OHLFCCjv)
10
619
10
618
2
50.0
50 mm10
20 100
100 100
100
70 35
35 5035
4b 5
9
8
3
1
2
50.0
50 mm10
20 100
10010
14
1750
35
01DETAIL SECTION
67
8
9
5
4a
1
2b
7
2b
171
100
02DETAIL SECTION
50
35
15
68
2
50.0
50 mm10
20 100
1
2b
4a
6
Foam tape
DETAIL SECTION
03DETAIL SECTION
76
15
67
50
100
6
2
50.0
50 mm10
20 100
1
2b
4a
6
DETAIL SECTION
10
100
50
18
15
67
2
50.0
5010
20
1
4a
2b
7
9
8
2b
DETAIL SECTION
10
18
15
68
50
35
2
50.0
50 mm10
20 100
2b
1
4
5
9
8
2
50.0
50 mm10
20 100
10010
14
1750
35
01DETAIL SECTION
67
8
9
5
4a
1
2b
7
2b
171
100
02DETAIL SECTION
50
35
15
68
2
50.0
50 mm10
20 100
1
2b
4a
6
Foam tape
DETAIL SECTION
03DETAIL SECTION
76
15
67
50
100
6
2
50.0
50 mm10
20 100
1
2b
4a
6
04DETAIL SECTION
10
100
50
18
15
67
2
50.0
50 mm10
20 100
1
4a
2b
7
9
8
2b
05DETAIL SECTION
10
18
15
68
50
35
2
50.0
50 mm10
20 100
2b
1
4a
5
9
8
2
50.0
50 mm10
20 100
10010
14
1750
35
01DETAIL SECTION
67
8
9
5
4a
1
2b
7
2b
171
100
02DETAIL SECTION
50
35
15
68
2
50.0
50 mm10
20 100
1
2b
4a
6
Foam tape
DETAIL SECTION
03DETAIL SECTION
76
15
67
50
100
6
2
50.0
50 mm10
20 100
1
2b
4a
6
04DETAIL SECTION
10
100
50
18
15
67
2
50.0
50 mm10
20 100
1
4a
2b
7
9
8
2b
05DETAIL SECTION
10
18
15
68
50
35
2
50.0
50 mm10
20 100
2b
1
4a
5
9
8
2
50.0
50 mm10
20 100
10010
14
1750
35
01DETAIL SECTION
67
8
9
5
4a
1
2b
7
2b
171
100
02DETAIL SECTION
50
35
15
68
2
50.0
50 mm10
20 100
1
2b
4a
6
Foam tape
DETAIL SECTION
03DETAIL SECTION
76
15
67
50
100
6
2
50.0
50 mm10
20 100
1
2b
4a
6
04DETAIL SECTION
10
100
50
18
15
67
2
50.0
50 mm10
20 100
1
4a
2b
7
9
8
2b
05DETAIL SECTION
10
18
15
68
50
35
2
50.0
50 mm10
20 100
2b
1
4a
5
9
8
ENAMEL

DETAILS - E.A.S.
PLAN
PLAN
DETAIL
481064825
25
695
CLEAROPENING
300
MASONRY OPENING
280
INSIDE ENCLOSURE
265
RECESS
100
5
10550
25
60 80
TRIP
SWITCH
01
01
63
63
45
280
DOOR WIDTH
LOCATEDOORSTOP
TOSUITDOORIN
CLOSEPOSITION
50
SECTION - E.A.S.
250
OUTSIDEENCLOSURE
675
INSIDEMAINENCLOSURE
300
PANEL
240
TRIPSWITCHOPNG.
3030
375
TELEPHONECABINETD00R
2070
TOFIN.FLR.
265
RECESS
03
03
02B
02A
02C
02B
02A
02C
150
300
MASONRY OPENING
280
INSIDE ENCLOSURE
250
OUTSIDEENCLOSURE
10
16
25
PLYWOOD SPACERS
(OHLFCCjv)
SS TEL.MOUNTING
BOARDSUPPORT
ANGLE (OHLFCCjv)
TEL.MOUNTING
BOARD (OHLFCCjv)
SS DOOR W/CONCEALED
SS PIANO HINGE
(OHLFCCjv)
1.6THK SS ENCLOSURE
(OHLFCCjv)
50
180
TO BACK OF BOARD
TRIP SWITCH
MOUNTING BRACKETS
(OHLFCCjv)
1
2
4
5
CONC STRUCTURE/
MASONRY WALL1
48X32X1061 DIA SS FIN.
RING,CUT OPENING IN
WALL FINISH TO FIT
PLYWOOD SHIMS,
AS REQ.
(OHLFCCjv)
PLYWOOD SPACER
AS REQ.
(OHLFCCjv)
1.6THK. SS ENCLOSURE
SECURED TO BACK
WALL PROVIDE
FASTENERS.(OHLFCCjv)
25x20x365LG
x1.6THK SS DOOR
STOP (1-OFF) FASTEN
TO INSIDE
OF MAIN ENCLOSURE
275W x355H x 20THK
TELEPHONE MOUNTING
BOARD TO SUPPORT
ANGLES (OHLFCCjv)
225 x 25 x 300LG x
1.6 THK SS PHONE
BOARD SUPPORT ANGLE
(2-OFF) FASTEN TO BOTH
SIDES (INSIDE OF MAIN
ENCLOSURE) (OHLFCCjv)
400
1010
PLYWOOD SPACERS
(OHLFCCjv)
125 x 45 OPENING
TOP & BOTTOM OF
ENCLOSURE
(OHLFCCjv)
100 x50 X260LG
1.6THK SS MOUNTING
BTACKET WELDED TO
BOTH SIDES (INSIDE)
ENCLOSURE (OHLFCCjv)
280W x 300H x 1.6THK
SS PANEL W/ CUT TO
SUIT TRIP SWITCH 25 SELF
FLANGE (INTERNAL) ALL
AROUND PANEL, WELD PANEL
TO MAIN ENCLOSURE
(OHLFCCjv)
1
1
02 01
1
695
RECESS
160
2070TOFIN.FLOOR
1060TOFINFLR.
DETAILS - E.A.S. 03
SS TELEPHONE
CABINET
(OHLFCCjv)
240
2
8
11
5
8
11
5
Design loads (internal & external
panels)
Wind loads: 1.25kPa positive
and negative pressure.
Dead loads: 0.313kPa (Ceramic
Panel).
Material properties
Ceramic panels as per AGROB
BUCHTAL Manufacturer Specs.
Stainless steel type 304: yield
strength 210 Mpa.
(Shapes: ASTM A276,
Sheet & Plate: ASTM A666)
180
1
CONCRETE
OR CMU WALL
CLADDING CORNER-SECTION S3
1
2
8
4
5
14
180
8
180
4
5
11
3
2
11
1
1200
1192
10
CLADDING SECTION AA(P3)
CLADDING DETAIL FOR 1200mm TILES PLAN - P3
A
A
CONCRETE
OR CMU WALL
8 8
200
12
10
200
8
150
2
11
1
CONCRETE
OR CMU WALL
CLADDING CORNER-SECTION S3a
90.0°
150
EXTERNAL CORNER- PLAN
EXTERNAL CORNER- PLAN
180
11
2
11
8
11
STAINLESS STEEL
ANGLE (CONTINUOUS)
120x120x1.35mm
90.0°
19
19
CLADDING CORNER-SECTION S2
INTERNAL CORNER- PLAN
SHIM
AS
REQ.
SHIM
AS
REQ.
STAINLESS STEEL
ANGLE (PART 100mm)
120x120x2.75mm
STAINLESS STEEL
ANGLE (CONTINUOUS)
100x100x1.35mm
STAINLESS STEEL
ANGLE (PART 100mm)
120x120x2.75mm
150
typ.
150
typ.
90.0°
continuous angle
120x120mm
16
16
120x120mm
CONCRETE WALL
R15
8
4
5
11
2
1
16
9
19
1313
1313
13 13
1313
13
13
13
10.0°
CLADDING CORNER-SECTION
INTERNAL CORNER- PLAN (CONCAVE WALL)
13
8
4
5
1111
11
2
1
19
Architectural Drawing
REV. A
REV. B
NOTES:
DESIGN DATE : 08 AUG 2014
- -/-/-
-- --/--/--
ELEGANT FACADE INC.
ARCHITECTURAL SOLUTIONS
TORONTO-YORK
SPANDINA SUBWAY EXTENSION
HIGHWAY 407 STATION
Project Title:
Scale : nts
EF Project No:1302
Drawing Title :
Generic Details 03
Ceramic Tile Panel system
Dwg No: GD-05
Product: Ceramic Tile Panel System
Section: 09 35 00
Name of product: AGROB BUCHTAL K-20 SYSTEM
Tile manufacturer: 20mm AGROB BUCHTAL
Design loads
Wind loads: 1.25kPa positive and negative pressure.
Dead loads: 0.313kPa (Ceramic Panel).
Material properties
Ceramic panels as per AGROB BUCHTAL Manufacturer Specs.
Stainless steel type 304: yield strength 210 Mpa.
(Shapes: ASTM A276, Sheet & Plate: ASTM A666)
-Ref. dwg No:A33-1-A9101 Sh No: 319
-All dimensions are in mm and will be check on site
before fabrication.
-Before to begin works coordination between
Structural Subcontractor,Ceramic panel tile
system and M&E will be necessairy.
-All wall brackets are to be spaced at 700mm
o.c. vertically.
-Classic system rail K20 to be fastened to
vertical subgirt with 2#rivets 4x10 mm at 300mm o.c.
-For every continuous vertical subgirt, place two rivets
through the round holes at the lower bracket. At the
rest brackets place 2 rivets through the oval holes.
* The dimensions of stainless steel parts will be verified &
adjusted according to the substructure's final edge.
1. Ceramic Panel Tile System Agrob Buchtal 20mm
2. Classic System Rail K20 (Agrob)
3. Stainless steel joint profile thickness 0.7mm
4. Wall bracket,stainless steel angle* type"L"
thickness 2.75mm
5. Stainless Steel vertical subgirt continuous angle*
thickness 1.35mm
6. Stainless steel perimeter frame with thickness
0.7mm,shapes & dimensions varies
7. Stainless steel clip for perimeter frame
8. a.For concrete: Hilti Exp. anchor KB3 3/8" x 3" LT
stainless steel #304 / ITW or equal
b. For masonry block: Hilti Sleeve anchor HLC-HX
3/8" x 1-7/8" stainless steel / ITW or equal
9. Tek screw 1/4'' x 1 3/4''
10.Screw ST 4.2(No8) DIN7981C stainless steel
11.Rivet No4 DIN 7337 stainless steel
12.Hexagon bolt M10 stainless steel L:60mm with
hexagon nut.
13.Bituminous paint: "Mel Roll" or equal
14.Reserved
15.Lexcor Air Vapour Barrier
16.Stainless steel part* thk.0.70mm
17.Reserved
18.Insulation:Mineral Fiber Board Roxul RXL60@96Kg/m3
19.Stainless steel corner trim
20.Perforated Ceramic Tile System Agrob Buchtal 20mm,
including acoustic backing
LEGEND:
SECTION-DETAIL
see P13,P13A
01
CERAMIC PANEL AT PLATFORM LEVEL ESCALATOR SUPPORT WALLS
CONCRETE WALL OR
CONC. BLOCK WALL STRUCTURAL
ANGLE
(OHLFCCjv)
1
TYPICAL HYDRANT
FIXTURE (OHLFCCjv)
SECTION-DETAIL
see E11
02
RECESSED HYDRANT
03
RECESSED LIGHT FITTING - SECTION- TYP. see E-17
SECTION DETAIL
1
2
8
4
5
LIGHT FITTING
(OHLFCCjv)
CONCRETE
OR CMU WALL
04
S-28(1)
280
10
180
1010
120
6
400
170
100
150
124
300
VARIES
20
6550235
350
SATIN SS PANEL
SYSTEM, FIXED ON
50MM HSS FRAME
(OHLFCCjv)
20
180
10
8
11
4
5
2
1
11
SECTION-DETAIL
see E30
04
6 13
84
13
13
CONCRETE WALL
(ESCALATOR SUPPORT)
CONCRETE
BLOCK WALL
1
2
45
8
11
150
150
624
632
150
typ.
13
3
81* 484
SECTION-DETAIL see P13,P13A
05
CERAMIC PANEL AT PLATFORM LEVEL ESCALATOR SUPPORT WALLS
8
8
8
9
Architectural Drawing
REV. A
REV. B
NOTES:
DESIGN DATE : 20 Nov 2014
- -/-/-
-- --/--/--
ELEGANT FACADE INC.
ARCHITECTURAL SOLUTIONS
TORONTO-YORK
SPANDINA SUBWAY EXTENSION
HIGHWAY 407 STATION
Project Title:
Scale : nts
EF Project No :1302
Drawing Title :
Interior section details
Dwg No: S-20
Product: Ceramic Tile Panel System
Section: 09 35 00
Name of product: AGROB BUCHTAL K-20 SYSTEM
Tile manufacturer: 20mm AGROB BUCHTAL
-All dimensions are in mm and will be check on site
before fabrication.
-Before to begin works coordination between
Structural Subcontractor,Ceramic panel tile
system and M&E will be necessairy.
-All wall brackets are to be spaced at 700mm
o.c. vertically.
-Classic system rail K20 to be fastened to
vertical subgirt with 2#rivets 4x10 mm at 300mm o.c.
-For every continuous vertical subgirt, place two rivets
through the round holes at the lower bracket. At the
rest brackets place 2 rivets through the oval holes.
* The dimensions of stainless steel parts will be verified &
adjusted according to the substructure's final edge.
1. Ceramic Panel Tile System Agrob Buchtal 20mm
2. Classic System Rail K20 (Agrob)
3. Stainless steel joint profile thickness 0.7mm
4. Wall bracket,stainless steel angle* type"L"
thickness 2.75mm
5. Stainless Steel vertical subgirt continuous angle*
thickness 1.35mm
6. Stainless steel perimeter frame with thickness
0.7mm,shapes & dimensions varies
7. Stainless steel clip for perimeter frame
8. a.For concrete: Hilti Exp. anchor KB3 3/8" x 3" LT
stainless steel #304 / ITW or equal
b. For masonry block: Hilti Sleeve anchor HLC-HX
3/8" x 1-7/8" stainless steel / ITW or equal
9. Tek screw 1/4'' x 1 3/4''
10.Screw ST 4.2(No8) DIN7981C stainless steel
11.Rivet No4 DIN 7337 stainless steel
12.Hexagon bolt M10 stainless steel L:60mm with
hexagon nut.
13.Bituminous Paint: "Mel-Roll LM" or equal
14.Reserved
15.Lexcor Air Vapour Barrier
16.Stainless steel part* thk.0.70mm
17.Reserved
18.Insulation:Mineral Fiber Board Roxul RXL60@96Kg/m3
19.Stainless steel corner trim
20.Perforated Ceramic Tile System Agrob Buchtal 20mm,
including acoustic backing
LEGEND:
Design loads (internal & external
panels)
Wind loads: 1.25kPa positive and
negative pressure.
Dead loads: 0.313kPa (Ceramic
Panel).
Material properties
Ceramic panels as per AGROB
BUCHTAL Manufacturer Specs.
Stainless steel type 304: yield
strength 210 Mpa.
(Shapes: ASTM A276,
Sheet & Plate: ASTM A666)
CERAMICS

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