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This set breaks down a complex glass canopy with very low allowable tolerances into a clear, simple breakdown of parts and quantities for distribution to material suppliers.
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SOUTHERN ELEVATION OF GLASS CANOPYSCALE: 1/4" = 1'E01
REFERENCE: (PILKINGTON REVISED SET[20150814])
OVERVIEW AXON OF GLASS CANOPYSCALE: 1/4" = 1'A01
REFERENCE: (PILKINGTON REVISED SET[20150814])
OVERALL PLAN OF GLASS CANOPYSCALE: 1/4" = 1'P01
REFERENCE: (PILKINGTON REVISED SET[20150814])
- ALL STEEL STRUCTURE BY OTHERS
- STEEL STRUCTURE CANNOT VARY MORE THAN ¼-INCH OR 1-DEGREE IN ANY DIRECTION FROM THEORETICAL POSITON SHOWN ON THESE DRAWINGS. HOLES OR ATTACHMENT LOCATIONS FOR T-BARS MUST BE SET IN VERTICAL AND HORIZONTAL ALIGNMENT WITHIN +- 1/8” AND 1⁰ OF ANGULARITY. CENTER TO ¼” IN HEIGHT. ANGULAR ALIGNMENT OF STEEL MEMBERS CANNOT VARY BY MORE THAN 1⁰
- PAINTING AND TOUCH UP OF STEELTO BE COMPLETED BY OTHERS
- T-BRACKET SUPPLIED BY – TBD
- GLASS BY W & W GLASS, LLC. - GLASS IS 12MM OPTIWHITE WITH LINE FRIT ON
SURFACE 2, 1.52MM SGP, 12MM OPTIWHITE. ALL GLASS TEMPERED AND HEAT SOAKED.
PROJECT SPECIFIC NOTES:
162"
22-1/
2"59
-5/8
"
59-5
/8"
59-5
/8"
59-5
/8"
59-5
/8"
59-5
/8"
59-5/8"
59-5/8"
59-5/8"
59-5/8"
59-5/8"
59-5/8"
59-5/8"
59-5/8"
59-5/8"
59-5/8"
59-5/8"59-5/8"59-3/8"59-3/8"
16-1/4"16
2"
3-1/2"
1-7/16"
3-11/16"
1-7/16"
3-11/16"
1-7/16"
3-11/16"
1-7/16"
3-11/16"
1-7/16"
3-11/16"
1-7/16"
3-11/16"
1-7/
16"
3-11
/16"
1-7/
16"
3-11/16"1-7/16"3-3/4"1-1/2"3-1/2"
15-1/
8"40
-1/4
"40
-1/4
"40
-1/4
"40
-1/4
"40
-1/4
"40
-1/4
"
40-1/4"40-1/4"
40-1/4"
40-1/4"
40-1/4"
40-1/4"
40-1/4"
40-1/4"
40-1/4"
40-1/4"
40-1/4"40-1/4"60-1/2"60-1/2"17-3/8"
1-5/16"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/
2"
1-1/
2"1-1/
2"1-1/
2"
1-1/
2"
1-1/
2"
1-1/
2"
1-1/
4"
1-1/2"
14.5°14.5°
14.5°
14.5°
14.5°
14.5°
14.5
°
14.5
°
14.5
°
330-
1/16
"
3°
SHEET:
DWG BY:
SCALE:
DATE:
JOB #:
TITLE:
PROJECT:
CONTRACTOR:
ARCHITECT:
ISSUES AND REVISIONS:
NOTES:
DISCLAIMER:
ADDRESS:
W&W GLASS, LLC300 AIRPORT EXECUTIVE PARK
NANUET, NY 10954 PHONE (845) 425-4000 FAX (845) 425-6156
NLR 20151111
5601AS NOTED
W & W GLASS LLC
- W&W WILL NOT BE RESPONSABLE FOR ANY MEASUREMENTS OR DETAILS AFFECTING OTHER WORK EXCEPT OUR OWN OR ANY ERRORS OCCURRING DUE TO THE USE OF THESE DRAWINGS BY OTHER PARTIES. - NO PART OF THESE DRAWINGS MAY BE REPRODUCED IN ANY FORM WITHOUT THE EXPRESSED PREMISSION OF W&W.
- GENERAL CONTRACTOR AND/OR ARCHITECT'S APPROVAL OF ALL DIMENSION AND DETAILS IS REQUIRED PRIOR TO FABRICATION
PELLI CLARKE PELLI ARCHITECTS
FMC TOWER
SCHUYLKILL AVE W, PHILADELPHIA, PA 19104
OF 04
REVISION 01 20151218REVISION 02 20160111
WWG-0101
GLASS CANOPY FULL PLAN / ELEVATION/ OVERVIEW
18"
165-5/8"
NORTHERN CANOPY ELEVATIONSCALE: 1-1/2" = 1'E02
REFERENCE: (PILKINGTON REVISED SET[20150814])
CANOPY SECTION AT STRAIGHT SEGMENTSCALE: 3" = 1'S01
REFERENCE: (PILKINGTON REVISED SET[20150814])
22-1/8"
36"
36"
36"
35-1/2"
114"
123"
7-3/8"
4"
24-7
/8"
2"
130"
12-3/4"
135-
11/1
6"
170-
1/8"
162"
SHEET:
DWG BY:
SCALE:
DATE:
JOB #:
TITLE:
PROJECT:
CONTRACTOR:
ARCHITECT:
ISSUES AND REVISIONS:
NOTES:
DISCLAIMER:
ADDRESS:
W&W GLASS, LLC300 AIRPORT EXECUTIVE PARK
NANUET, NY 10954 PHONE (845) 425-4000 FAX (845) 425-6156
NLR 20151111
5601AS NOTED
W & W GLASS LLC
- W&W WILL NOT BE RESPONSABLE FOR ANY MEASUREMENTS OR DETAILS AFFECTING OTHER WORK EXCEPT OUR OWN OR ANY ERRORS OCCURRING DUE TO THE USE OF THESE DRAWINGS BY OTHER PARTIES. - NO PART OF THESE DRAWINGS MAY BE REPRODUCED IN ANY FORM WITHOUT THE EXPRESSED PREMISSION OF W&W.
- GENERAL CONTRACTOR AND/OR ARCHITECT'S APPROVAL OF ALL DIMENSION AND DETAILS IS REQUIRED PRIOR TO FABRICATION
PELLI CLARKE PELLI ARCHITECTS
FMC TOWER
SCHUYLKILL AVE W, PHILADELPHIA, PA 19104
OF 04
REVISION 01 20151218REVISION 02 20160111
WWG-0202
GLASS CANOPY SECTION / ELEVATION
4"1-1/4" 1-1/4"
4-5/8"2-1/16" 1-1/4"
1/2"1/4" 1/2"
1"1"
3/8" (CERAMIC FRIT)1/4" (CLEAR VISION)3/8" (CERAMIC FRIT)1/4" (CLEAR VISION)
6-7/
8"
4-1/2"2"
12-3
/4"
1"
1-5/16"
14-1
/2"
5-1/
2"
3-1/2" 1-1/2"
1-1/4" 1-1/2"
4-1/
2"
12-3/4"
1"
3/8"
(CER
AMIC
FRI
T)
1/4"
(CLE
AR V
ISIO
N)
3/8"
(CER
AMIC
FRI
T)
1/4"
(CLE
AR V
ISIO
N)14
-7/1
6"
1-3/
4"
3"
3"
1-3/4"
1-9/16"
6-9/
16"
NOTE: IF STEEL BAR WERE WELDED IT WOULD BECOME WAVY. IT FUNCTIONS AS A WASHER ANDMUST HAVE FLAT FACE.
SHEET:
DWG BY:
SCALE:
DATE:
JOB #:
TITLE:
PROJECT:
CONTRACTOR:
ARCHITECT:
ISSUES AND REVISIONS:
NOTES:
DISCLAIMER:
ADDRESS:
W&W GLASS, LLC300 AIRPORT EXECUTIVE PARK
NANUET, NY 10954 PHONE (845) 425-4000 FAX (845) 425-6156
NLR 20151111
5601AS NOTED
W & W GLASS LLC
- W&W WILL NOT BE RESPONSABLE FOR ANY MEASUREMENTS OR DETAILS AFFECTING OTHER WORK EXCEPT OUR OWN OR ANY ERRORS OCCURRING DUE TO THE USE OF THESE DRAWINGS BY OTHER PARTIES. - NO PART OF THESE DRAWINGS MAY BE REPRODUCED IN ANY FORM WITHOUT THE EXPRESSED PREMISSION OF W&W.
- GENERAL CONTRACTOR AND/OR ARCHITECT'S APPROVAL OF ALL DIMENSION AND DETAILS IS REQUIRED PRIOR TO FABRICATION
PELLI CLARKE PELLI ARCHITECTS
FMC TOWER
SCHUYLKILL AVE W, PHILADELPHIA, PA 19104
OF 04
REVISION 01 20151218REVISION 02 20160111
WWG-0303
GLASS CANOPY DETAILS
SECTION OF GLASS CLAMP AT INTERMEDIATE CANTILEVERSCALE: 3" = 1'D02
REFERENCE: (PILKINGTON REVISED SET[20150814])
PLAN OF GLASS CLAMP AT INTERMEDIATE LITESCALE: 3" = 1'D04
REFERENCE: (PILKINGTON REVISED SET[20150814])
PLAN OF GLASS CLAMP AT INTERMEDIATE LITESCALE: 3" = 1'D07
REFERENCE: (PILKINGTON REVISED SET[20150814])
SECTION OF GLASS CLAMP AT END LITE COLUMNSCALE: 3" = 1'D01
REFERENCE: (PILKINGTON REVISED SET[20150814])
PLAN OF GLASS CLAMP AT END LITESCALE: 3" = 1'D03
REFERENCE: (PILKINGTON REVISED SET[20150814])
PLAN OF GLASS CLAMP AT END LITESCALE: 3" = 1'D06
REFERENCE: (PILKINGTON REVISED SET[20150814])
SECTION OF GLASS CLAMP AT CANOPY OUTER EDGESCALE: 3" = 1'D05
REFERENCE: (PILKINGTON REVISED SET[20150814])
SECTION OF GLASS CLAMP AT CANOPY TOPSCALE: 3" = 1'D08
REFERENCE: (PILKINGTON REVISED SET[20150814])
AXON VIEW OF ASSEMBLED "T" CLAMP TYPE ASCALE: 1" = 1-1/2"D12
REFERENCE: (PILKINGTON REVISED SET [20150814])
DETAIL AXON VIEW OF EXPLODED "T" CLAMP TYPE ASCALE: 1" = 1-1/2"D11
REFERENCE: (PILKINGTON REVISED SET [20150814])
DETAIL END ELEVATION OF ASSEMBLED "T" CLAMP TYPE A SCALE: 1" = 1"D10
REFERENCE: (PILKINGTON REVISED SET [20150814])
DETAIL SIDE ELEVATION OF ASSEMBLED "T" CLAMP TYPE A (SHOWN WITHOUT GLASS OR SUPPORTING STRUCTURAL STEEL)SCALE: 1" = 1"D09
REFERENCE: (PILKINGTON REVISED SET [20150814])
SHEET:
DWG BY:
SCALE:
DATE:
JOB #:
TITLE:
PROJECT:
CONTRACTOR:
ARCHITECT:
ISSUES AND REVISIONS:
NOTES:
DISCLAIMER:
ADDRESS:
W&W GLASS, LLC300 AIRPORT EXECUTIVE PARK
NANUET, NY 10954 PHONE (845) 425-4000 FAX (845) 425-6156
NLR 20151111
5601AS NOTED
W & W GLASS LLC
- W&W WILL NOT BE RESPONSABLE FOR ANY MEASUREMENTS OR DETAILS AFFECTING OTHER WORK EXCEPT OUR OWN OR ANY ERRORS OCCURRING DUE TO THE USE OF THESE DRAWINGS BY OTHER PARTIES. - NO PART OF THESE DRAWINGS MAY BE REPRODUCED IN ANY FORM WITHOUT THE EXPRESSED PREMISSION OF W&W.
- GENERAL CONTRACTOR AND/OR ARCHITECT'S APPROVAL OF ALL DIMENSION AND DETAILS IS REQUIRED PRIOR TO FABRICATION
PELLI CLARKE PELLI ARCHITECTS
FMC TOWER
SCHUYLKILL AVE W, PHILADELPHIA, PA 19104
OF 8
REVISION 01 20151218
WWG-0404
GLASS CLAMP PARTS
AXON VIEW OF ASSEMBLED "T" CLAMP TYPE BSCALE: 1" = 1-1/2"D16
REFERENCE: (PILKINGTON REVISED SET [20150814])
DETAIL AXON VIEW OF EXPLODED "T" CLAMP TYPE BSCALE: 1" = 1-1/2"D15
REFERENCE: (PILKINGTON REVISED SET [20150814])
DETAIL END ELEVATION OF ASSEMBLED "T" CLAMP TYPE B SCALE: 1" = 1"D14
REFERENCE: (PILKINGTON REVISED SET [20150814])
DETAIL SIDE ELEVATION OF ASSEMBLED "T" CLAMP TYPE B (SHOWN WITHOUT GLASS OR SUPPORTING STRUCTURAL STEEL)SCALE: 1" = 1"D13
REFERENCE: (PILKINGTON REVISED SET [20150814])
SHEET:
DWG BY:
SCALE:
DATE:
JOB #:
TITLE:
PROJECT:
CONTRACTOR:
ARCHITECT:
ISSUES AND REVISIONS:
NOTES:
DISCLAIMER:
ADDRESS:
W&W GLASS, LLC300 AIRPORT EXECUTIVE PARK
NANUET, NY 10954 PHONE (845) 425-4000 FAX (845) 425-6156
NLR 20151111
5601AS NOTED
W & W GLASS LLC
- W&W WILL NOT BE RESPONSABLE FOR ANY MEASUREMENTS OR DETAILS AFFECTING OTHER WORK EXCEPT OUR OWN OR ANY ERRORS OCCURRING DUE TO THE USE OF THESE DRAWINGS BY OTHER PARTIES. - NO PART OF THESE DRAWINGS MAY BE REPRODUCED IN ANY FORM WITHOUT THE EXPRESSED PREMISSION OF W&W.
- GENERAL CONTRACTOR AND/OR ARCHITECT'S APPROVAL OF ALL DIMENSION AND DETAILS IS REQUIRED PRIOR TO FABRICATION
PELLI CLARKE PELLI ARCHITECTS
FMC TOWER
SCHUYLKILL AVE W, PHILADELPHIA, PA 19104
OF 8
REVISION 01 20151218
WWG-0505
GLASS CANOPY PARTS
STAINLESS STEEL STUDS WELDED FROM UNDERSIDE AND GROUND SMOOTH TO MATCH ARCHITECTURALLY EXPOSED STRUCTURAL STEEL
STAINLESS STEEL STUDS WELDED FROM UNDERSIDE AND GROUND SMOOTH TO MATCH ARCHITECTURALLY EXPOSED STRUCTURAL STEEL
STAINLESS STEEL STUDS WELDED FROM UNDERSIDE AND GROUND SMOOTH TO MATCH ARCHITECTURALLY EXPOSED STRUCTURAL STEEL
STAINLESS STEEL STUDS WELDED FROM UNDERSIDE AND GROUND SMOOTH TO MATCH ARCHITECTURALLY EXPOSED STRUCTURAL STEEL
3"
3"
3"
3"
3"
9'-6"
114"
114"
114"
114"
3"
36" 36" 36" 3"
36" 36" 36" 3"
3"
36" 36" 36" 3"
7/8" 7/8"
2-1/8"
1-1/
16"
5/16"
3/8"
CENTERED1/16" OFFSET
1/8" OFFSET1/4" OFFSET
11/16"
1-3/8"
11/16"
1-3/8"
3" 18" 18" 18" 18" 18" 18" 3"
0.66"
18" 18" 18" 18" 18" 18"
18"18"18"18"18"18"
11/16"
1-1/8"11/16"
5/8"
5/8"
5/8"
1-3/
8"
PARTS DETAILS OF "T" CLAMP TYPES A & BSCALE: N.T.S.D17
REFERENCE: (PILKINGTON REVISED SET [20150814])
1-9/16"
9/16" 9/16" 3/8"
1-9/16"
1/4"
1/2"
1/4"
11/16"
3/8"
11/16"
3/8"
7/8"
3/8"
1-3/16"
9/16"
1-3/16"
1/16
"
1/2"
5" 3/8"
2-7/
8"
9/16
"
1/8"
1-3/4"
1-7/16"
1-1/2"
2-5/8" 36" 36" 36" 2-5/8"
113-1/4"
3" 36" 36" 36" 3"
114"
1-13/16"
4-13/16"
113-1/4"
1-13/16"
4-13/16"
3" 36" 36" 36" 3"
114"
2-7/
8"
3/8"
2-7/
8"
1/2"
6-9/
16"
2-3/
8"
2"
3/8"2"
5/8"2-7/8"1-1/8"
2-5/8"
9/16"
4-5/
8"
9/16"
3/8"
5/8" 2 3/4" 5/8"
4"
6 9/
16"
2" 2"
2" 2"6
1/8"
1/2"
7/16"
7/16"
7/16"
7/16"
7/16"
1/8"
5/16"
1/4"
1/4"
1/4"
1 1/4"
2 1/16"
1 1/4"
1 1/16"
2 1/16"
5/8"5/8"
5/8"5/8"
7/16"5/8"
MATERIAL: STAINLESS STEEL
MATERIAL: A572 GR 42 STEEL OR SIMILAR, PRIMED AND PAINTED WITH HIGH PERFORMANCE 3 FABRICATED TO ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SPECIFICATION
MATERIAL: BLACK SILICONE (80 DUROMETER)
MATERIAL: STAINLESS STEEL MATERIAL: STAINLESS STEEL MATERIAL: STAINLESS STEEL MATERIAL: STAINLESS STEEL MATERIAL: STAINLESS STEEL MATERIAL: STAINLESS STEEL
MATERIAL: STAINLESS STEEL
MATERIAL: BLACK LOW-DENSITY POLYETHYLENE
MATERIAL: BLACK SILICONE (80 DUROMETER)
MATERIAL: BLACK SILICONE (80 DUROMETER)
MATERIAL: BLACK LOW-DENSITY POLYETHYLENE
X2
X19
X4
X40
X2
X40
X40
X152
X4
X152 X160 X8 X168 X152 X152 X12
MATERIAL: A572 GR 42 STEEL OR SIMILAR, PRIMED AND PAINTED WITH HIGH PERFORMANCE 3 FABRICATED TO ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SPECIFICATION
MATERIAL: A572 GR 42 STEEL OR SIMILAR, PRIMED AND PAINTED WITH HIGH PERFORMANCE 3 FABRICATED TO ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SPECIFICATION (STUDS STAINLESS STEEL)
MATERIAL: A572 GR 42 STEEL OR SIMILAR, PRIMED AND PAINTED WITH HIGH PERFORMANCE 3 FABRICATED TO ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SPECIFICATION (STUDS STAINLESS STEEL)
X32X162
X32X16
SHEET:
DWG BY:
SCALE:
DATE:
JOB #:
TITLE:
PROJECT:
CONTRACTOR:
ARCHITECT:
ISSUES AND REVISIONS:
NOTES:
DISCLAIMER:
ADDRESS:
W&W GLASS, LLC300 AIRPORT EXECUTIVE PARK
NANUET, NY 10954 PHONE (845) 425-4000 FAX (845) 425-6156
NLR 20151111
5601AS NOTED
W & W GLASS LLC
- W&W WILL NOT BE RESPONSABLE FOR ANY MEASUREMENTS OR DETAILS AFFECTING OTHER WORK EXCEPT OUR OWN OR ANY ERRORS OCCURRING DUE TO THE USE OF THESE DRAWINGS BY OTHER PARTIES. - NO PART OF THESE DRAWINGS MAY BE REPRODUCED IN ANY FORM WITHOUT THE EXPRESSED PREMISSION OF W&W.
- GENERAL CONTRACTOR AND/OR ARCHITECT'S APPROVAL OF ALL DIMENSION AND DETAILS IS REQUIRED PRIOR TO FABRICATION
PELLI CLARKE PELLI ARCHITECTS
FMC TOWER
SCHUYLKILL AVE W, PHILADELPHIA, PA 19104
OF 8
REVISION 01 20151218
WWG-0606
GLASS CANOPY PARTS
22.1
25"
36.0
00"
36.0
00"
36.0
00"
35.5
00"
165.6
25"
60.518"
59.412"
60.505"
36.6
25"
22.1
25"
35.5
00"
18.0
00"
18.0
00"
18.0
00"
18.0
00"
18.0
00"
18.0
00"
165.6
25"
36.6
25"
17.451"
17.083"
16.037"
22.1
25"
36.0
00"
36.0
00"
36.0
00"
35.5
00"
22.1
25"
36.0
00"
36.0
00"
36.0
00"
35.5
00"
165.6
25"
40.250"
60.754"
59.625"
36.6
25"
165.6
25"
36.6
25"
22.115"
23.595"
15.083"
22.1
25"
35.5
00"
18.0
00"
18.0
00"
18.0
00"
18.0
00"
18.0
00"
18.0
00"
22.1
25"
36.0
00"
36.0
00"
36.0
00"
35.5
00"
22.1
25"
36.0
00"
36.0
00"
36.0
00"
35.5
00"
165.6
25"
40.250"
60.754"
59.625"
36.6
25"
22.1
25"
36.0
00"
36.0
00"
36.0
00"
35.5
00"
165.6
25"
60.518"
59.412"
60.505"
36.6
25"
CANOPY GLASS TYPESSCALE: 1" = 1'GL1
REFERENCE: (PILKINGTON REVISED SET[20150814])
SHEET:
DWG BY:
SCALE:
DATE:
JOB #:
TITLE:
PROJECT:
CONTRACTOR:
ARCHITECT:
ISSUES AND REVISIONS:
NOTES:
DISCLAIMER:
ADDRESS:
W&W GLASS, LLC300 AIRPORT EXECUTIVE PARK
NANUET, NY 10954 PHONE (845) 425-4000 FAX (845) 425-6156
NLR 20151111
5601AS NOTED
W & W GLASS LLC
- W&W WILL NOT BE RESPONSABLE FOR ANY MEASUREMENTS OR DETAILS AFFECTING OTHER WORK EXCEPT OUR OWN OR ANY ERRORS OCCURRING DUE TO THE USE OF THESE DRAWINGS BY OTHER PARTIES. - NO PART OF THESE DRAWINGS MAY BE REPRODUCED IN ANY FORM WITHOUT THE EXPRESSED PREMISSION OF W&W.
- GENERAL CONTRACTOR AND/OR ARCHITECT'S APPROVAL OF ALL DIMENSION AND DETAILS IS REQUIRED PRIOR TO FABRICATION
PELLI CLARKE PELLI ARCHITECTS
FMC TOWER
SCHUYLKILL AVE W, PHILADELPHIA, PA 19104
OF 8
REVISION 01 20151218
WWG-0707
CANOPY GLASS TYPES
