HomeMy WebLinkAboutNOA; Series PW7620A Aluminium Fixed WindowMIAMI•DADE
0
4T-VIEWED FOR
DEPARTMENT OF REGULATORY AND ECON01AIP )CE
NOTICE OF ACCEPTANCE E C N
MIAMI—DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
www.miamidade.gov/building
PGT Industries, Inc. BOCOL V 4u&'`
1070 Technology Drive wc10 r®dnty
North Venice, FL 34275 fit' eecm�a"g File C®pv
SCOPE: �4—
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform
in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or ,suspend the use of such product or material within their jurisdiction. RER reserves the
right to revoke this acceptance if it is determined by Miami -Dade County Product Control Section that this
product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTIOl:exies "PV7�20A" Aluminulm Eixed Win ow - ly I.
APPROVAL DOCUMENT: Drawing No. MD-7620A.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 11 of 11, dated 04/12/13, with revision E dated 03/11/20, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: None.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No.18-0430.04 and consists of this page 1 and evidence pages E-1, E-2, E-3 and
E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 20-0401.09
Expiration Date: February 19, 2024
Approval Date: August 06, 2020
7/27/20 Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08-1112.09)
2. Drawing No. MD-7620A.1, titled "Fixed Window Installation Guidelines", sheets
through 11 of 11, dated 04/12/13, with revision D dated 03/16/18, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 18-0430.04)
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door, a
PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16
and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 16-0629.13)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 11-1114.17)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.02)
Manuel Perez, P.E.
Product Control ExjnTntr
NOA No. 20- 0� 1.09
Expiration Date: February 19, 4
Approval Date: August 06, 2020
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 611
Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under NOA No.18-0430.04)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers - Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb./ in.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6tn Edition (2017), dated April
20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 18-0430.04)
2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 18-0430.04)
3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16,
2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor.
(Submitted under NOA No. 18-0430.04)
4. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, RE
(Submitted under NOA No. 18-0430.04)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under NOA No. 16-0629.13)
Manuel Perez, P.E.
Product Control Ex in r
NOA No. 20- 01.09
Expiration Date: February 19, 2OT4
Approval Date: August 06, 2020
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
F. STATEMENTS (CONTINUED)
6. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 11-1114.17)
7. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated
07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.02)
G. OTHERS
1. Notice of Acceptance No. 17-0614.10, issued to PGT Industries, Inc. for their Series
"PW-701/620" Aluminum Fixed Window —N.I., approved on 10/12/17 and expiring on
02/19/19.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
.1. Drawing No. MD-7620A.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision E dated 03/11/20, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per ASTM F588 and TAS 202-94
along with marked -up drawings and installation diagram of all PGT Industries, Inc.
representative units listed below and tested to qualify Dowsi1791 and Dowsil 983
silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.:
FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14
FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal)
FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal)
FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and
FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal)
dated 07/13/20, all signed and sealed by Idalmis Ortega, RE
Manuel Perez, P.E.
Product Control Ex in r
NOA No. 20- 01.0
Expiration Date: February 19, 4
Approval Date: August 06, 2020
E-3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED (CONTINUED)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6"
Edition (2017), prepared by manufacturer, dated 04/19/18 and revised and updated to
the FBC 71 Edition (2020) on 03/19/20, signed and sealed by Anthony Lynn Miller,
P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 61h Edition (2017) and the
FBC 711 Edition (2020), dated March 10, 2020, issued by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated March 10, 2018, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10,
2020, signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 18-0430.09, issued to PGT Industries, Inc. for their Series
' PW7620X' Aluminum Fixed Window — N.I., approved on 08/23/18 and expiring on
02/19/24.
Manuel Perez, P.E.
Product Control Ex n r
NOA No. 20- 01.09
Expiration Date: February 19, 4
Approval Date: August 06, 2020
E-4
GENERAL NOTES: SERIES PW7620A
NON -IMPACT -RESISTANT FIXED WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,
INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS
REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE
ONLY MIAMI-DADE COUNTY APPROVED MASONRYANCHORS.
MATERIALS USED .FOR ANCHOR EVALUATIONS WERE SOUTHERN
PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE
WITH MIN. KSI PER ANCHOR TYPE.
4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR)
OR ARCHITECT OF RECORD, (AOR).
61" TIP -TO -TIP WIDTH
. 60" BUCK WIDTH -
A -
:ET 5
12" MAX.
O.C.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT
EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR
CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE
SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS
BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE 6-1/2"
SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD MAX.
BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO
RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS
PER ASTM El 300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS
DESIGN, ASD.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED
TO RESIST THE WINDLOADS CORRESPONDING TO THE
REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE
1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION
OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR
CORROSION RESISTANCE.
1
GUIDE TO SHEETS:
57-1/4" VISIBLE
LIGHT WIDTH
-� B. SHEET 5 r I
A
6-1 /2" MAX.
120"
BUCK
HEIGHT
11711/4"
VISIBLE
LIGHT
/ HEIGHT
I
C —
SHEE
12" MAX.
O.C.
121"
TIP -TO
TIP
HEIGHT
I I
B --►j — 12" MAX. O.C. 6"
MAX.
TYP. FLANGED FRAME
ELEVATION
GENERAL NOTES ........................ .1
ELEVATIONS ................................
1
GLAZING DETAILS .......................
2-6
DESIGN PRESSURES ..................
2-6
.INSTALLATION, FLANGE .............
7
INSTALLATION, EQUAL -LEG.......
8
INSTALLATION, INT. FIN A...........
9
INSTALLATION, INT. FIN B...........10
CORNER ASSEMBLY ...................
11
EXTRUSION PROFILES................11
PARTS LIST ..................... :....:........
11
FIGURE 1:
12" O.C.
MAX. i
12" O.C.
MAX.
1-4
6"
MAX.
60" BUCK WIDTH
57-1/4" VISIBLE
LIGHT WIDTH
D, SHEET 6 — I 6" MAX.
I
Ic
I 12C
BUC
HEIG
i 117-1 /4"
VISIBLE
LIGHT
I HEIGHT
I
I
I�
�D 12" MAX, O.C.
TYP. EQUAL -LEG FRAME
ELEVATION
SHAPES AS SHOWN BELOW OR SIM
AND OBTAINING DESIGN PRESSURE
ANCHOR SPACING TO BE 6" MAX. FF
MEMBERS, SEE FIGURE 1, THIS SHEI
WIDTH-----�-{
T— — — ---
wl
it
TARLF 2
Window Design Pressure (+/-, psf) for Glass Type 1
Long Side, Tip to Tip (in)
54-11/16
57
61
65
69
73
77
81
85
89
93
97
31
+/-58.4
+/-55.5
+/-51
+1-47.6
+/-44.4
+/-41.7
+/-40.1
+/-38.8
+/-37.6
+/-36.4
+/-35.5
+/-34.6
33
+/-56.9
+/-53.8
+/-49,6
+/-45.9
+/-42.1
+/-39.8
+/-37.8
+/-36
+/-34.4
+/-32.9
35
+/-56
+/-52.7
+/-48.9
+/-44.9
+/-41.2
+/m38.8
+/-36.4
+/-34.2
+/-$2
v
37
+/-55.2
+/-52.2
+/-48.3
+/-44.5
+/-40.9
+/-38.3
+/-35.8
+/-33.1
a
j=
39
+/-54.1
+/-51.6
+/-47.9
+/-44.1
+/-40.7
+/-38.1
°
0-
41
+/-53
+/-50.8
+/-47.4
+/-43.6
+/-40.5
+/-38
43
+/-52
+/-49.9
+/-46.7
+/-43.3
+/-40.2
45
+/-51
+/-49.1
+/-45.7
+/-42.6
in
1=
47
+/-49.5
+/-47.9
+/-44.7
0
CD
49
+/-48.1
+/-46.5
+/-43.7
51
+/-46.8
+/-45
53
+/-45.5
54-11/16
+/-44.3
11 TIP
-TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS. SUBTRACT
I" FROM THE TIP -TO -TIP
DIMENSION IN
THE TABLE TO DETERMINE
THE WINDOW SIZE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
EXTERIOR
a 20
GLASS
TABI_F 3-
Window Design Pressure (+/-, psf) for Glass Type 2
Long Side, Tip
To Tip (in)
85-7/8
89
93
97
101
105
109
113
117
121
125
129
31
+1001-145.8
+100/-144.7
+100/-141.9
+100/-138.4
+100/-135.4
+100/-132.8
+1001-130.5
+100/-128.6
+100/-126.8
+100/-125.4
+100/-124
+100/-122
33
+100/-136.3
+100/-131.7
+100/-127.1
+1001-123.4
+100/-120.3
+100/-117.9
+100/-115.8
+100/-113.8
+100/-112
+100/-110.4
+100/-108.9
+100/-107
35
+1001-126.7
+100/-122.3
+100/-117.7
+100/-113.9
+1001-110.1
+100/-106.8
+1001-104.3
+100/-102.2
+100/-100.4
+/-99
+/-97.4
+/-96.2
37
+100/-122
+100/-117.3
+100/-111.8
+100/-106.4
+100/-102.6
+/-99.7
+/-96.9
+/-94.4
+/-92.2
+/-90.1
+/-88
+/-86.6
39
+100/-120.2
+100/-115.1
+100/-107.8
+100/-102.5
+/-98.4
+/-94.5
+/-91.2
+/-87.9
+/-85.2
+/-83
+/-81.4
+/-79.8
41
+100/-117.8
+100/-113.9
+100/-106.8
+1001-100.8
+/-96.1
+/-91.6
+/-86.9
+/-83.4
+/-81.1
+/-78.9
+/-76.9
+/-75
43
+100/-113.9
+100/-112.6
+100/-106.2
+100/-100.6
+/-95.3
+/-89.9
+/-85
+/-81.4
+/-78.7
+/-76.1
+/-73.5
+/-71.2
45
+100/-110.5
+100/-109.1
+100%106.8
+100/-100.7
+/-95.4
+/-89.9
+/-84.1
+/-80.8
+/-77.6
+1-74.4
+/-71.6
+/-68.5
47
+100/-107.4
+100/-106
+100/-104.3
+100/-101.1
+/-95.7
+/-90.3
+/-84.6
+/-80.6
+/-77.4
+/-74
+/-70.3
+/-67.2
49
+100/-104.6
+100/-103.1
+100/-101.5
+/-100
+/-96.3
+/-90.8
+/-85.2
+/-81.1
+/-77.5
+/-74
+/-70.6
+/-66.6
.:
51
+100/-102,1
+100/-100.6
+/-98.9
+/-97.4
+/-96
+/-91.4
+/-85.8
+/-81.6
+/-78.2
+1-74.6
+/-70.9
+/-67.3
c
�-
53
+/-99.8
+/-98.3
+/-96.5
+/-94.9
+1-93.6
+/-92
+/-86.6
+/-82
+/-78.6
+/-75.3
+/-71.6
+/-67.8
Y
55
+/-97.8
+/-96.2
+/-94.4
+/-92.8
+/-91.3
+/-90
+/-87.2
+/-82.4
+/-78.8
+/-75.8
+/-72.2
+/-68.6
m
ai
57
+/-95.9
+/-94.3
+/-92.4
+1-90.8
+/-89.3
+/-88
+/-86.8
+/-82.7
+/-79.2
+/-76
+/-72.8
+/-69.4
Z7
59
+/-94.3
+/-92.6
+1-90.6
+/-88.9
+1-87.4
+/-86.1
+/-84.9
+/-82.3
+/-79.3
+1-76
+1-72.8
0
61
+/-92.8
+/-91
+/-89
+/-87.3.
+/-85.7
+/-84.3
+/-83.1
+/-81.4
+1-78.7
+1-76
co
63
+/-91.5
+/-89.6
+/-87.6
+/-85.8
+/-84.2
+/-82.7
+/-81.4
+/-80.3
+/-77.5
65
+/-90.3
+/-88.4
+/-86.3
+/-84.4
+/-82.7
+/-81.3
+/-79.9
+/-78.8
67
+/-89.3
+/-87.3
+/-85.1
+/-83.1
+/-81.4
+/-79.9
+/-78.5
69
+/-88.3
+/-86.3
+/-84
+/-82
+/-80.2
+/-78.7
71
+/-87.5
+/-85.4
+/-83
+/-80.9
+/-79.1
73
+/-86.8
+/-84.6
+/-82.1
+/-80
+/-78.1
75
+/-86.3
+/-83.9
+/-81.4
+/-79.2
77
+/-85.8
+/-83.4
+/-80.7
79
+/-85
+/-82.4
+/-79.6
81
+/-82.9
+/-80.8
83
+/-81.3
85-7/8
+/-79.4
1) TIP
-TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL
FIN AND EQUAL LEG WINDOWS. SUBTRACT
1" FROM THE TIP -TO -TIP
DIMENSION IN THE TABLE TO DETERMINE THE WINDOW
SIZE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
is
TABLE 4-
Window Design Pressure (+/-, psf) for Glass Type 3
Long Side, Tip
To Tip (in)
85-7/8
89
93
97
101
105
109
113
117
121
125
129
31
+100/-145.8
+100/-144.7
+100/-143.4
+100/-142.2
+100/-141.2
+100/-140.2
+100/-139.4
+100/-138.6
+100/-137.8
+100/-137.1
+100/-136.5
+100/-135.9
33
+100/-138.6
+100/-137.5
+100/-136.2
+100/-135
+100/-133.9
+100/-133
+100/-132.1
+100/-131.3
+100/-130.5
+1001-129.8
+100/-129.2
+100/-128.6
35
+100/-132.4
+100/-131.2
+100/-129.9
+100/-128.7
+100/-127.6
+100/-126.6
+100/-125.7
+100/-124.8
+100/-124.1
+100/-123.4
+100/-122.7
+100/-122.1
37
+100/-126.9
+100/-125.7
+100/-124.3
+100/-123.1
+100/-122
+1.00/-120.9
+100/-120
+100/-119.1
+100/-118.4
+100/-117.6
+100/-117
+100/-116.4
39
+100/-122,1
+100/-120.8
+100/-119.4
+100/-118.1
+100/-117
+100/-115.9
+100/-115
+100/-114.1
+100/-113.3
+100/-112.6
+100/-111.9
+1001-111.,,
41
+100/-117.8
+100/-116.5
+100/-115
+100/-113.7
+100/-112.5
+100/-111.4
+100/-110.5
+100/-109.6
+100/-108.8
+100/-107.7
+100/-105:5
+100/-103.4
43
+100/-113,9
+100/-112.6
+100/-111.1
+1001-109.7
+100/-108.5
+100/-107.4
+100/-106.4
+100/-105.5
+100/-103.5
+100/-100.9
+/-98.7
+/-96.6
45
+100/-110.5
+100/-109.1
+100/-107.5
+100/-106.1
+100/-104.9
+100/-103.8
+100/-102.7
+100/-101.8
+/-99.2
+/-96.1
+/-93.6
+/-90.9
47
+100/-107A
+1001-106
+100/-104.3
+100/-102.9
+100/-101.6
+100/-100.5
+/-99.4
+/-98.5
+/-96
+/-92.5
+/-89.1
+/-86.3
49
+100/-104.6
+100/-103.1
+100/-101.5
+1-100
+/-98.7
+/-97.5
+/-96.4
+/-95.5
+/-94
+/-89.8
+/-86.2
+/-83
51
+100/=102.1
+100/-100.6
+/-98.9
+/-97.4
+/-96
+/-94.8
+/-93.7
+/-92.7
+/-91.8
+/-88.7
+/-84
+/-81.6
C
-
53
+/-99.8
+/-98.3
+/-96.5
+/-94.9
+/-93.6
+/-92.3
+/-91.2
+/-90.2
+/-89.2
+/-88.4
+/-83.8
+/-80.6
55
+/-97.8
+/-96.2
+/-94.4
+/-92.8
+/-91.3
+/-90
+/-88.9
+/-87.8
+/-86.9
+/-86
+/-84.1
+/-80.8
0°
57
+/-95.9
+/-94.3'
+/-92.4
+P90.8
+/-89.3
+/-88
+/-86.8
+/-85.7
+/-84.7
+/-83.9
+/-83
+/-81.2
in
59
+/-94.3
+/-92.6
+/-90,6
+/-88.9
+/-87.4
+/-86.1
+/-84.9
+/-83.8
+/-82.8
+/-81.8
+/-81
0
61
+/-92.8
+/-91
+/-89
+/-87.3
+/-85.7
+/-84.3
+/-83.1
+/-82
+/-80.9
+/-80
co
63
+/-91.5
+/-89.6
+/-87.6
+/-85.8
+/-84.2
+/-82.7
+/-81.4
+/-80.3
+/-79.2
65
+/-90.3
+/-88.4
+/-'86.3
+/-84.4
+/-82.7
+/-81.3
+/-79.9
+/-78.8
67
+/-89.3
+/-87.3
+/-85.1
+/-83.1
+/-81.4
+/-79.9
+/-78.5
69
+/-88.3
+/-86.3
+/-84
+/-82
+/-80.2
+/-78.7
71
+/-87.5
+/-85.4
+/-83
+/-80.9
+/-79.1
73
+/-86.8
+/-84.6
+/-82.1
+/-80
+/-78.1
75
+/-86.3
+/-83.9
+/-81.4
+/-79.2
77
+/-85.8
+/-83.4
+/-80.7
79
+/-85.4
+/-82.9
+/-80.1
81
+/-85.1
+/-82.5
83
+/-84.9
85-7/8
+/-84.9
1) TIP
-TO -TIP
DIMENSIONS SHOWN.
FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT
1" FROM THE TIP -TO -TIP DIMENSION
IN THE TABLE TO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
TABLE &
Window Design Pressure (+/-, psf) for Glass Type 4
Long Side, Tip to Tip
(in)
68-7/8
73
77
81
85
89
93
97
98-1/2
31
+/-78.9
+/-75.1
+/-72.2
+/-69.8
+/-67.6
+/--65.6
+1-63.9
+1-62.3
+/-61.8
33
+/-75.4
+/-71.6
+/-68
+/-64.8
+/-61.9
+/-59.3
+/-57.2
+/-55.5
+/-55
35
+/-72.3
+/-69.9
+/-65.5
+/-61.5
+/-57.6
+/-55
+/-53
+/-51-.3
+/-50.6
37
+/-69.7
+/-68.3
+/-64.4
+/-59.5
+/-55.5
+/-52.8
+/-50.3
+/-47.9
+/-47.2
39
+/-67.4
+/-65.9
+/-63.8
+/-58.9
+/-54.8
+/-51.8
+/-48.5
+/-46.1
+/-45.5
41
+/-65.3
+/-63.8
+/-62.5
+/-58.7
+/-54.6
+/-51.3
+/-481
+/-45.4
+/-44.6
43
+/-63.5
+/-62
+/-60.6
+/-58.6
+/-54.6
+/-51.3
+/-47.8
+/-45.3
+/-44.5
v
a
45
+/-62
+/-60.3
+1-59
+/-57.8
+1-54.6
+/-51.4
+/-48.1
+/-45.3
+/-44.5
0
47
+/-60.6
+/-58.9
+/-57.5
+/-56.2
+/-54.6
+/-51.5
+/-48.2
+/-45.5
+/-44.6
Q-
P
49
+/-59.4
+/-57.6
+/-56.1
+/-54.9
+/-53.8
+/-51.4
+/-48.2
d
51
+/-58.4
+/-56.5
+/-54.9
+1-53.6
+/-52.5
+/-51.4
+/-48.2
t 5
53
+/-57.5
+/-55.5
+/-53.9
+/-52.5
+/-51.3
+/-50.3
y
s
55
+/-56.7
+/-54.6
+/-52.9
+/-51.5
+/-50.3
57
+/-56
+/-53.9
+/-52.1
+/-50.6
59
+/-55.5
+/-53.2
+/-51.4
61
+/-55
+1-52.7
+/-50.8
63
+/-54.7
+/-52.2
65
+/-54.5
167
+/-54.3
68-7/81
+/-53.2
1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE
TABLE TO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION..
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS
COMPLETELY FIT WITHIN.
1;
GLA
3/16" ANNEA
711
C
C
EXTERIOI
a
TABLE 6:
Window Design Pressure (+/-, psf) for Glass Type 6 & 6
Long Side, Tip
to Tip (in)
85-7/8
89
93
97
101
105
109
113
117
121
125
12'
31
+100/-145.8
+1001-144.7
+100/-143.4
+100/-142.2
+100/-141.2
+100/-140.2
+100/-139.4
+100/-138.6
+100/-137.8
+100/-137.1
+100/-136.5
+100/-
33
+100/-138.6
+100/-137.5
+100/-136.2
+100/-135
+100/-133.9
+100/-133
+100/-132.1
+100/-131.3
+100/-130.5
+100/-129.8
+100/-129.2
+100/-
35
+100/-132.4
+100/-131.2
+100/-129.9
+100/-128.7
+100/-127.6
+100/-126.6
+100/-125.7
+100/-124.8
+100/-124.1.
+1001-123.4
+100/-122.7
+100/-
37
+100/-126.9
+100/-125.7
+100/-124.3
+100/-123.1
+100/-122
+100/-120.9
+100/-120
+100/-119.1
+100/-118.4
+100%117.6
+100/-117
+100/-
39
+100/-122.1
+100/-120.8
+100/-119.4
+100/-118.1
+100/-117
+1001-115.9
+100/-115
+100/-114.1
+1001-113.3
+100/-112.6
+100/-111.9
+100/-41
+100/-117.8
+1001-116.5
+100/-115
+1001-113.7
+100/-112.5
+100/-111.4
+100/-110.5
+1001-109.6
+1001-108.8
+100/-108
+100/-107.3
+100/-
43
+100/-113.9
+100/-112.6
+100/-111.1
+100/-109.7
+100/-108.5
+100/-107.4
+100/-106.4
+100/-105.5
+1001-104.7
+100/-103.9
+100/-103.2
+100/-
45
+100/-110.5
+100%109.1
+100/-107.5
+100/-106.1
+100/-104.9
+100/-103.8
+100/-102.7
+100/-101.8
+100/-101
+100/-100.2
+/-99.5
+/-9
47
+100/-107.4
+100/-106
+100/-104.3
+100/-102.9
+100/-101.6
+1001-100.5
+/-99.4
+/-98.5
+/-97,6
+/-96.8
+/-96.1
+/-9
49
+100/-104.6
+100/-103.1
+100/-101.5
+/-100 .
+/-98.7
+/-97.5
+/-96.4
+/-95.5
+/-94.6
+/-93.8
+/-93
+/-9
_
51
+100/-102.1
+100/-100.6
+1--98.9
+/-97.4
+/-96
+/-94.8
+/-93.7
+/-92.7
+/-91.8
+/-90.9
+/-90.2
+/-8
Q-
53
+/-99.8
+/-98.3
+/-96.5
+/-94.9
+/-93.6
+/-92.3
+/-91.2
+/-90.2
+/-89.2
+/-88.4
+/-87.6
+/-8
0
55
+/-97.8
+/-96.2
+/-94.4
+/-92.8
+/-91.3
+/-90
+/-88.9
+/-87.8
+/-86.9
+/-86
+/-85.2
+/-8
57
+/-95.9
+/-94.3
+/-92.4
+/-90.8
+/-89.3
+/-88
+/-86.8
+/-85.7
+/-84.7
+/-83.9
+/-83
+/-8
59
+/-94.3
+/-92.6
+/--90.6
+/-88.9
+/--87.4
+/-86.1
+/-84.9
+/-83.8
+/-82.8
+/-81.8
+/-81
61
+/-92.8
+/-91
+/-89
+/-87.3
+/-85.7
+/-84.3
+/-83.1
+/-82
+/-80.9
+/-80
-
63
+/-91.5
+/-89.6
+/-87.6
+/-85.8
+/-84.2
+/-82.7
+/-81.4
+/-80.3
+/-79.2
cl)
65
+/-90.3
+/-88.4
+/-86.3
+/-84.4
+/-82.7
+/-81.3
+/-79.9
+/-78.8
67
+/-89.3
+/-87.3
+/-85.1
+/-83.1
+/-81.4
+/-79.9
+/-78.5
69
+/-88.3
+/-86.3
+/-84
+/-82
+/-80.2
+/-78.7
71
+/-87.5
+/-85.4
+/-83
+/-80:9
+/-79.1
73
+/-86.8
+/-84.6
+/-82.1
+/-80
+/-78.1
75
+/-86.3
+/-83.9
+/-81.4
+/-79.2
77
+/-85.8
+/-83.4
+/-80.7
79
+/-85.4.
+/-82.9
+/-80.1
81
+/-85.1
+/-82.5
83
+/-84.9
W5-7/81
+/-84.9
11 TIP
-TO -TIP DIMENSIONS SHOWN.
FOR INTEGRAL
FIN AND
EQUAL LEG WINDOWS. SUBTRACT
1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE.
2) FOR.SIZES. NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
13/16" NOM.
GLASS STACK
#29 U
FRAME
@1
3/16" TEMPERED GLASS
3/16"
_rcnnc
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION
TYPE A
WINDOW
BUCK
HEIGHT
TIP -TO -TIP
WINDOW
HEIGHT
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
EDGE j 'DISTANCE PER SUBSTRATE,
DISTANCE / SEE TABLE 7, THIS SHEET
EXTERIOR
a
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2-3/4"
EMBEDMENT
1/4" MAX
I 1 SHIM
USED FOR ALL
SIDES OF
ARCHITECTURAL
SHAPES @ 11-7/8"
O.C. MAX.
EDGE
DISTANCE ./.
.d,-4
,ee
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
IAICTAI 1 ATIr1A1
INSTALLATION
TYPE C
EMBEDMENT
1/4" MAX
SHIM
1/4"
MAX.
SHIM
ffaj_�2 \ S STEEL ELF -DRILLING
SMS SE SEE TABLE
7, THIS SHEET
MIAMI-DADE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 7,THIS SHEET
r� �1/4" MAX SHIM
1X WOOD BUCKSTRIP,
nrr x1^r n r,_no nur_cr
INSTALLATION NOTES:
SE
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE, -
SEE TABLE 7, THIS SHEET
EXTERIOR \
I 4 V
VISIBLE LIGHT WIDTH =
f WINDOW BUCK WIDTH - 2-314"
WINDOW BUCK WIDTH —
TIP -TO -TIP WINDOW WIDTH
HORIZONTAL SECTION
TART F:7-
Anchor
Substrate
#12 or #14 410 SS Screw
Southern Pine (SG=
Aluminum, 6063-T5
A36 Steel
Steel Stud, Gr. 331
#12 or#14 Steel Screw (G5)
Southern Pine (SG=
Aluminum, 6063-T5
A36 Steel
Steel Stud, Gr. 331
1/4" 410 SS CreteFlex
Ungrouted CMU, (ASTI
Concrete (min. 3.35
1/4" Steel Ultracon
Concrete (min. 2.85
Concrete (min. 2.85
Ungrouted CMU, (ASTI
1/4 Steel Ultracon +
Concrete (min. 3 h
Ungrouted CMU, ASTI
5/16" Steel Ultracon
Concrete (min. 3.5
Grouted CMU, (ASTN
* MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATI
"UNGROUTED CMU" VALUES MAY BE USED FOR GROL
ALL HEAD TYPES APPLICABLE.
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
INSTALLATION
TYPE I
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT
WINDOW
BUCK
HEIGHT -
2-3/4"
EMBEDMENT
USED FOR ALL
SIDES OF
ARCHITECTURAL
SHAPES @ 11-7/8"
O.C. MAX.
EXTERIOR
a
2X WOOD BUCKSTRIP
OR FRAMING, SEE INSTALLATION
NOTE 2, THIS SHEET
TYPE J
EDGE
EDGE DISTANCE 14' MAX
DISTANCE:1 SHIM
U 2X WOOD BUCKSTRIP 2X W(
OR FRAMING, SEE OI
NOTE 2, THIS SHEET NOT
1/4" MAX i TYP. ANCHOR TYPE, EMBEDMENT AND
SHIM oor EDGE DISTANCE PER SUBSTRATE,
6 SEE TABLE 9, THIS SHEET
EMBEDMENT
INSTALLATION
TYPE L
114"
MAX.
SHIM
7
STEEL SELF —DRILLING
SMS (G5), SEE TABLE
9, THIS SHEET
MIAMI—DADE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 9,THIS SHEET
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
— �114" MAX SHIM
VISIBLE LIGHT WIDTH =
WINDOW BUCK WIDTH — 2-3/4"
WINDOW BUCK WIDTH
HORIZONTAL SECTION E-E
TART G 0-
Anchor
2-1/2" x .113" Box Nail
Soutt
2-1/2" x .131" Common Nail
Soutr
2-1/2" x .145" Roofing Nail
Soutr
#10 x 1" Steel ScreW*
Soutf
0.093" A
1
0.045" (11
" MIN. OF 3 THREADS BEYOND THE
METAL SUB
IBICTAI 1 A-r1llA1 III P_�_'
EDGE DISTANCE
2X WOOD BUCKSTRIP
OR FRAMING, SEE —
NOTE 2, THIS SHEET
INSTALLATION
TYPE M
WII
B
HE
INSTALLATION
-rvnr_ nI
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 7, THIS SHEET
USED FORALL
SIDES OF
ARCHITECTURAL
SHAPES @ 11-7/8"
O.C. MAX.
EXTERIOR
a
EMBEDMENT
—11/4" MAX
SHIM
INSTALLATION TYPE M
EDGE
DISTANCE
INSTALLATION
TYPE O
1/4"
MAX.
SHIM
VSTEEL SELF -DRILLING
S (G5), SEE TABLE
10. THIS SHEET
MIAMI-DADE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 10,THIS SHEET
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 10; THIS SHEET
�1l4" MAX SHIM
I WOOD BIIr2KRTRIP
EMBEDMENT
114" MAX
SHIM
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
TAgf_F in.
1X WOOD BUC
NOTE 2,
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 10., THIS SHEET
4
VISIBLE LIGHT WIDTH =
WINDOW BUCK WIDTH - 2-3/4"
WINDOW BUCK WIDTH
HORIZONTAL SECTION G-G
C
Anchor
Substrate
#12 or #14 410 SS Screw
Southern Pine (SG=0.55)
Aluminum, 6063 T5 min.
A36 Steel
Steel Stud, Gr. 33 min.
#12 or #14 Steel Screw (G5)
Southern Pine (SG=0.55)
Aluminum, 6063 T5 min.
A36 Steel
Steel Stud, Gr. 33 min.
1/4" 410 SS CreteFlex
Ungrouted CMU, (ASTM C-90)
Concrete (min. 3.35 ksi)
1/4" Steel Ultracon
Concrete (min. 2.85 ksi)
Concrete (min. 2.85 ksi)
Ungrouted CMU, ASTM C-90
1/4" Steel Ultracon+
Concrete (min. 3 ksi)
Ungrouted CMU,' ASTM C-90
5/16" Steel Ultracon
Concrete (min. 3.5 ksi)
Grouted CMU, (ASTM C-90)
* MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
TA RI C I
Item
#
PGT Part #
Description
Material
1
4253C
Flanged Frame
Alum. 6063-T5
2
4285
Equal -leg Frame
Alum. 6063-T5
3
4256
Integral Fin Frame
Alum. 6063-T5
4
4258
3/16" & 1/4" Glass Beading
Alum. 6063-T5
5
4254
1-16" I.G. Glass Beading
Alum. 6063-T5
6a
4270
Installation Fastener Coker
Alum. 6063-T5
6b
4224
Installation Fastener Coder
Rigid PVC
7
4263
13/16" I.G. Glass Beading
Alum. 6063-75
8
4280
3/16" & 1/4" Glass Beadling for Curves
Alum. 6063-T5
9
4269
I.G. Beading for Curves
Alum. 6063 T5
10
70589C
Gasket (at 900 comer joints)
Polyethylene
11
TP247/8
Vinyl Bulb Weatherstrip
Flex PVC, Duro. 65 +/-1
12
61308K
Foam Beading Tape
13
Dow 791, 899, 983, 995 or GE 7700 Backbedding
Silicone
20
71652K
Setting Block, Mono. 3/16" x 7/16" x 4"
Neoprene, Duro. 85 +/-1
21
71704AK
Setting Block, I.G. 3116" x 1-3/32" x 4"
Neoprene, Duro. 85 +/-1
29
76X114FP
#6 x 1-1/4" FH SMS (Curved Beading)
Stainless Steel
30
781 PQX
#8 x V' Quad PH SMS (Assembly)
Stainless Steel
75
Kommeding Kodispace 4SG TPS
See this Sheet for
Materials
76
Quanex Super Spacer nXT
77
Quanex Duraseal Spacer
78
1 Cardinal XL Edge Spacer
ASSEMBLY DETAILS FOR
FLANGE & EQUAL -LEG FRAMES .
90° CORNER
FRAME ASSEMBLY
A /Jl
®--- 2.784"
.094 —� �—
074" 062"
1.875"
1.0
0
0
" 438" T
500" 1 —���+— .050"to-ow
OFLANGE FRAME
1.236"
.875"
�-- .050"
3/16" & 1/4"
GLASS BEADING
STRUCTURAL
POLYISO-
BUTYLENE WITH
DESICCANT
EXT.
ANGLED/CURVED
FRAME ASSEMBLY
KODISPACE
75 4SG TPS
®-- 2.784"
.094'. —►� �=
.074"
1.375"
500" 438"
OEQUAL-LEG FRAI
�---- .346' 1.037"
.875"
r-- .050" 0501,
5 1-1/16" I.G. GLASS ea INSTALLATION
BEADING FASTENER COVER
HOT -MELT
BUTYL
NOM,
STRUCTUF
SILICO
FOAM W
DESICCA
EXT. GLASS
GLASS
aSUPER SPACER®
76 NXT TM
.875"
T
01
E
ALUM
REINFORCEp
6" NOM.
BUTYL
DESICCAN
FOA
EXT. GLASS
;LASS
ASS[
FOI
90° CORNER
FRAME ASSEMBLY
�>n