HomeMy WebLinkAboutNOA - FIXED WINDOWMIAMI•DADE MIAMI—DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
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.
DESCRIPTION: Series "PW7620A" Aluminum Fixed Window - N.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.
f� NOA No. 20-0401.09
�j ' Expiration Date: February 19, 2024
I 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, Duraseal® 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 Ex in r
NOA No. 20 01.0
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 61h 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) %__1, A
Manuel Perez, P.E.
Product Control Ex m r
NOA No. 20 01.0
Expiration Date: February 19, 4
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 Dowsil 791 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, P.E
Manuel Perez, P.E.
Product Control Ex m 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 6tn
Edition (2017), prepared by manufacturer, dated 04/19/18 and revised and updated to
the FBC 7t' 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 6" Edition (2017) and the
FBC 7' 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
"PW7620A" Aluminum Fixed Window — N.I., approved on 08/23/18 and expiring on
02/19/24.
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-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 MASONRY ANCHORS.
MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN
PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE
WITH MIN. KS 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. 1X 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 60" BUCK WIDTH
57-1/4" VISIBLE 57-1/4" VISIBLE
LIGHT WIDTHS LIGHT WIDTH
r-►B, SHEET 5- i 6 1/2 MAX. I r--AID, SHEET 6
A
SHEET5
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 6-1l2"
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 E1300.
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.
9) REFERENCES: TEST REPORTS FTL-3834, 3847, 3850, 7212 &
18-7763; ELCO ULTRACON NOA; DEWALT ULTRACON + NOA;
DEWALT/ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD
CONSTRUCTION AND ALUMINUM DESIGN MANUAL.
10) THE 7620A SERIES WAS FORMERLY CALLED THE 620 SERIES.
CODES / STANDARDS USED:
• 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
• 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
• ASTM E1300-09
• ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION
• ALUMINUM DESIGN MANUAL, ADM-2015
• AISI S100-16
• AISC 360-16
e
GUIDE TO SHEETS:
A 120"
BUCK
HEIGHT
/ 117-1 /4"
VISIBLE
LIGHT
/ HEIGHT
I
C
SHEET 6
12" MAX.
O.C.
121" _
TIP -TO
TIP
HEIGHT
B 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
TAR[ F 1-
FIGURE 1
u
12" O.C.
MAX. i
e
Type
Description
S et
1
3/16" Annealed
2
2
3/16" Tempered
3
3
1/4" Tempered
4
4
13/16" IG 3/16" Annealed - 7/16" Air - 3/16" Annealed
5
5
13/16" IG 3/16" Tempered - 7/16" Air - 3/16" Tempered)
6
6
1-1/16" IG 1/4" Tempered - 9/16" Air - 1/4" Tempered)
7
L1 I
DESIGN PRESSURE RATING IMPACT RATING
VARIES, NOT RATED FOR IMPACT
SEE SHEETS 2-6 RESISTANCE
-� 6" MAX.
C
120"
BUCK
HEIGHT
117-1 /4"
VISIBLE
LIGHT
HEIGHT
60" BUCK WIDTH
57-1/4" VISIBLE
LIGHT WIDTH
F,SHEET7 _
�H, SHEET8
E, SHEET 7
G, SHEET 8
-----
5" MAX.
O.C.
I
�~ 12" MAX. O.C.
2" MAX.
TYP. EQUAL -LEG FRAME
ELEVATION
TYP
-•- 2" MAX.
E, H
117-1 /4"
VISIBLE
LIGHT
HEIGHT
120"
BUCK
HEIGHT
-• F, H
-i 5" MAX. O.C.
FIN FRAME ELEVATION
SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-6.
ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME
MEMBERS, SEE FIGURE 1, THIS SHEET.
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REVISED ANCHOR TYPE
TABLE.
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TABLE 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
+/-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
+/-38.8
+/-36.4
+/-34.2
+/-32
37
+/-55.2
+/-52.2
+/-48.3
+/-44.5
+/-40.9
+/-38.3
+/-35.8
+/-33.1
1Q
=
39
+/-54.1
+/-51.6
+/-47.9
+/-44.1
+/-40.7
+/-38.1
�_
41
+/-53
+/-50.8
+/-47.4
+/-43.6
+/-40.5
+/-38
1-
43
+/-52
+/-49.9
+/-46.7
+/-43.3
+/-40.2
:a
to
45
+/-51
+/-49.1
+/-45.7
+/-42.6
-C
47
+/-49.5
+/-47.9
+/-44.7
0
49
+/-48.1
+/-46.5
+/-43.7
51
+/-46.8
+/-45
53
+/-45.5
54-11/16
+/-44.3
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 DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
It- LONG SIDE -®
SS HORDET
LONG
SIDE
SHORT
�I SIDE
(' LONG SIDE --►�
SHORT
SIDE
LONG
SIDE
SHORT
SIDE
EXTERIOR
a
GLASS TYPE 1
6" ANNEALED GLASS
5/8"
GLASS BITE
E) NO CHANGES THIS SHEET.
JR - 03/11/20
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TABLE 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
133
137
141
145
31
+100/-145.8
+100/-144.7
+100/-141.9
+100/-138.4
+100/-135.4
+100/-132.8
+100/-130.5
+100/-128.6
+100/-126.8
+100/-125.4
+100/-124
+100/-122.6
+100/-121.5
+100/-120.5
+100/-119.6
+100/-118.8
33
+100/-136.3
+100/-131.7
+100/-127.1
+100/-123.4
+100/-120.3
+100/-117.9
+100/-115.8
+100/-113.8
+100/-112
+100/-110.4
+100/-108.9
+100/-107.6
+100/-106.5
+100/-105.6
+100/-104.5
+100/-103.7
35
+100/-126.7
+100/-122.3
+100/-117.7
+100/-113.9
+100/-110.1
+100/-106.8
+1001-104.3
+100/-102.2
+100/-100.4
+/-99
+/-97.4
+/-96.2
+/-95
+/-93.9
+/-93
+/-92.1
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
+/-85.2
+/-84
+/-83
+/-82
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
+/-78.4
+/-77.2
+/-76.2
+/-75.1
41
+100/-117.8
+100/-113.9
+100/-106.8
+100/-100.8
+/-96.1
+/-91.6
+/-86.9
+/-83.4
+/-81.1
+/-78.9
+/-76.9
+/-75
+/-73.4
+/-71.8
+/-70.3
+/-68.8
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
+/-69
+/-67
+/-65.2
+/-63.5
45
+100/-110.5
+100/-109.1
+100/-106.8
+100/-100.7
+/-95.4
+/-89.9
+/-84.1
+/-80.8
+/-77.6
+/-74.4
+/-71.6
+/-68.5
+/-65.9
+/-63.4
+/-61.8
+/-60.8
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
+/-63.9
+/-61.7
+/-60.4
+/-59
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
+/-63
+/-61.4
+/-59.6
+/-58
c
51
+100/-102.1
+100/-100.6
+/-98.9
+/-97.4
+/-96
+/-91.4
+/-85.8
+/-81.6
+/-78.2
+/-74.6
+/-70.9
+/-67.3
+/-63.2
+/-61
+/-59.4
+/-57.8
53
+/-99.8
+/-98.3
+/-96.5
+/-94.9
+/-93.6
+/-92
+/-86.6
+/-82
+/-78.6
+/-75.3
+/-71.6
+/-67.8
+/-64
+/-61.4
Y
3
55
+/-97.8
+/-96.2
+/-94.4
+/-92.8
+/-91.3
+/-90
+/-87.2
+/-82.4
+/-78.8
+/-75.8
+/-72.2
+/-68.6
+/-64.8
m
ai
57
+/-95.9
+/-94.3
+/-92.4
+/-90.8
+/-89.3
+/-88
+/-86.8
+/-82.7
+/-79.2
+/-76
+/-72.8
+/-69.4
59
+/-94.3
+/-92.6
+/-90.6
+/-88.9
+/-87.4
+/-86.1
+/-84.9
+/-82.3
+/-79.3
+/-76
+/-72.8
Itf 0
61
+/-92.8
+/-91
+/-89
+/-87.3
+/-85.7
+/-84.3
+/-83.1
+/-81.4
+/-78.7
+/-76
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.
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
' -•- LONG SIDE
SHORT
SIDE
LONG
SIDE
SHORT I _
SIDE
I--- LONG SIDE --I
SHORT
SIDE
ONG
DE
_!I SHORT
SIDE
EXTERIOR
a
GLASS TYPE 2
6" TEMPERED GLASS
i-
5/8"
GLASS BITE
E) NO CHANGES THIS SHEET.
JR - 03/11/20
M
Y
W
W
N
j
nab
p
�r
O
} N
O
O
atop
0 d\'
W
CV
Oc,.)
W
I--
47
uMo�p
O -j
z u-
o
z
= uj
W
U C)
o
0
H Z
W
00
^
(�
ON
-9MO
O
r
0
�z
a'
C/)
Q
J
0
O
�
Q
m
Q
cM
H
�aa45
O m
N
Z
W
zo
0
U)
Z
I-
z
alo0S
N
c~n
W
Z
W
W
�
X
W
LL
o
a
aµll
•OsaQ
sai-aS
• ' d� t
. Y
e gk 53705
A. LYNN MILLER, P.E.
P.E.# 58705
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
133
137
141
145
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
+100/-135.4
+100/-134.9
+100/-134.4
+100/-134
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/-128.6
+100/-128
+100/-127.5
+100/-127
+100/-126.6
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
+100/-121.5
+100/-121
+1001-120.5
+100/-120.1
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/-116.4
+100/-115.8
+100/-115.3
+100/-114.8
+100/-114.3
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
+1001-111.3
+100/-110.7
+1001-110.1
+100/-108.8
+100/-107.6
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
+100/-102
+100/-100.6
+/-99.4
+/-98.2
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
+100/-103.5
+100/-100.9
+/-98.7
+/-96.6
+/-94.9
+/-93.2
+/-91.6
+/-90.1
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
+/-88.7
+/-86.5
+/-84.6
+/-83.2
47
+100/-107.4
+100/-106
+100/-104.3
+100/-102.9
+100/-101.6
+100/-100.5
+/-99.4
+/-98.5
+/-96
+/-92.5
+/-89.1
+/-86.3
+/-83.7
+/-81.8
+/-80.2
+/-78.8
49
+100/-104.6
+100/-103.1
+100/-101.5
+/-100
+/-98.7
+/-97.5
+/-96.4
+/-95.5
+/-94
+/-89.8
+/-86.2
+/-83
+/-80.8
+/-79
+/-77.1
+/-75.3
c
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
+/-79.1
+/-76.7
+/-74.7
+/-72.5
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
+/-78.2
+/-75.6
55
+/-97.8
+/-96.2
+/-94.4
+/-92.8
+/-91.3
+/-90
+/-88.9
+/-87.8
+/-86.9
+/-86
+/-84.1
+/-80.8
+/-77.6
m
57
+/-95.9
+/-94.3
+/-92.4
+/-90.8
+/-89.3
+/-88
+/-86.8
+/-85.7
+/-84.7
+/-83.9
+/-83
+/-81.2
-a
(n
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
U)
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 DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
Imo- LONG SIDE
SHORT
SIDE
LONG
SIDE
SHORT
SIDE
F-+- LONG SIDE -•-I
SHORT
SIDE
A-
�/ LONG
SIDE
SHORT I"
SIDE
EXTERIOR
a
GLASS TYPE 3
"TEMPERED GLASS
5/8"
GLASS BITE
E) NO CHANGES THIS SHEET.
JR - 03/11/20
M
Y
W
W
>
N
naa
0
�a
0
`n
O
Q
o
a�oG
(D�
O
-,
N
m
M
W
Xa
O -i o
U-
Z
'
Z CD
_j
UMDJG
= LLj
W
'
c)
'ON
GMG
W z 0
W ..
U'
z 0
O
T
�-
Q
O
a
a
�
H
�aa4S
co
® rn
U)
Z
W
Of
rn
U
Z
O
O
cn
Z
0
W
atpaS
N
f-
_Z
CL
Z
W
W
itW
X
W
�
0
d
a�}il
�saG
sauaS
1 r tt
%40. 58,705
44j ....
" aT OF �
Iflf��illi4l'��t
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 5:
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
+/-63.9
+/-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
+/-48.1
+/-45.4
+/-44.6
43
+/-63.5
+/-62
+/-60.6
+/-58.6
+/-54.6
+/-51.3
+/-47.8
+/-45.3
+/-44.5
ci
45
+/-62
+/-60.3
+/-59
+/-57.8
+/-54.6
+/-51.4
+/-48.1
+/-45.3
+1-44.5
1=
0
47
+/-60.6
+/-58.9
+/-57.5
+/-56.2
+/-54.6
+/-51.5
+/-48.2
+/-45.5
+/-44.6
i=
49
+/-59.4
+/-57.6
+/-56.1
+/-54.9
+/-53.8
+/-51.4
+/-48.2
51
+/-58.4
+/-56.5
+/-54.9
+/-53.6
+/-52.5
+/-51.4
+/-48.2
Un
53
+/-57.5
+/-55.5
+/-53.9
+/-52.5
+/-51.3
+/-50.3
o
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
+/-52.7
+/-50.8
63
+/-54.7
+/-52.2
65
+/-54.5
67
+/-54.3
68-7/8
+/-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.
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG SIDE
SHORT
SIDE
LONG
SIDE
SHORT ( _
'1 SIDE I�
(- LONG SIDE --►I
SHORT
SIDE
LONG
SIDE
-I SHORT
�7 SIDE
13/16" NOM.
GLASS STACK
3/16" ANNEALED GLASS
7/16" AIR SPACE
EXTERIOR
a(
GLASS TYPE 4
6" ANNEALED GLASS
5/8"
GLASS BITE
E) NO CHANGES THIS SHEET.
JR - 03/11/20
M
Y
W
w
i
N
naa
j
O
L0
1-O
O
Q
a}op
U' dN
W
-,
N
O(y)
W
{e
um-0
O -i o
Z LL (0
z
J
= W r
W
i
U U o
Q
'ON
9M0
� Z �
W
O
r- z �.'
0
U
J
O
Q
Q
�
H
}aa4S
(0
N
U)
z
W
U)
I-
o
O
w
Z
F
g
z
z
W
aloaS
o
~
_
Q-
z
b
N
W
X
W
L.L
a
al}ll
•osap
sauaS
1�1111(tirl
�N dt l05
44/
,.a iATE OFlcwpu-
�1111 IiIItt
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 6:
Window Design Pressure (+/-, psf) for Glass Type 5 & 6
Long Side, Tip to Tip (in)
85-7/8
89
93
97
101
105
109
113
117
121
125
129
133
137
141
145
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
+100/-135.4
+100/-134.9
+100/-134.4
+100/-134
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/-128.6
+100/-128
+100/-127.5
+100/-127
+100/-126.6
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
+100/-121.5
+100/-121
+100/-120.5
+100/-120.1
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/-116.4
+100/-115.8
+100/-115.3
+100/-114.8
+100/-114.3
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
+100/-111.3
+100/-110.7
+100/-110.1
+100/-109.6
+100/-109.1
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/-108
+100/-107.3
+100/-106.7
+100/-106.1
+100/-105.5
+100/-105
+100/-104.5
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
+100/-104.7
+100/-103.9
+100/-103.2
+100/-102.5
+100/-101.9
+100/-101.4
+100/-100.8
+100/-100.3
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
+/-98.8
+/-98.2
+/-97.6
+/-97.1
+/-96.6
47
+100/-107.4
+100/-106
+100/-104.3
+100/-102.9
+100/-101.6
+100/-100.5
+/-99.4
+/-98.5
+/-97.6
+/-96.8
+/-96.1
+/-95.4
+/-94.8
+/-94.2
+/-93.6
+/-93.1
49
+100/-104.6
+100/-103.1
+100/-101.5
+/-100
+/-98.7
+/-97.5
+/-96.4
+/-95.5
+/-94.6
+/-93.8
+/-93
+/-92.3
+/-91.7
+/-91.1
+/-90.5
+/-90
v
51
+100/-102.1
+100/-100.6
+/-98.9
+/-97.4
+/-96
+/-94.8
+/-93.7
+/-92.7
+/-91.8
+/-90.9
+/-90.2
+/-89.5
+/-88.8
+/-88.2
+/-87.7
+/-87.1
i =
53
+/-99.8
+/-98.3
+/-96.5
+/-94.9
+/-93.6
+/-92.3
+/-91.2
+/-90.2
+/-89.2
+/-88.4
+/-87.6
+/-86.9
+/-86.2
+/-85.6
0
55
+/-97.8
+/-96.2
+/-94.4
+/-92.8
+/-91.3
+/-90
+/-88.9
+/-87.8
+/-86.9
+/-86
+/-85.2
+/-84.5
+/-83.8
0-
i-
57
+/-95.9
+/-94.3
+/-92.4
+/-90.8
+/-89.3
+/-88
+/-86.8
+/-85.7
+/-84.7
+/-83.9
+/-83
+/-82.3
(D
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
0
63
+/-91.5
+/-89.6
+/-87.6
+/-85.8
+/-84.2
+/-82.7
+/-81.4
+/-80.3
+/-79.2
cf)
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.
#29 USED AT
CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C.
MAX.
13/16" NOM.
1-1/16"
NOM.
GLASS STACK
GLASS
STACK
3/16" TEMPERED
GLASS
3/16"
1/4" TEMPERED GLASS
1/4"
7/16"
AIR SPACE
TEMPERED
9/16"
AIR SPACE
TEMPERED
GLASS
GLASS
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
11
7
5
11
HORIZONTALLY AS SHOWN.
LONG
LONG
5/8"
5/8"
SIDE
SIDE
GLASS BITE
GLASS BITE
f-�-- LONG SIDE -�-
�/
LONG SIDE -®-�
1-3
EXTERIOR
1-3
EXTERIOR
SHORT
If SHORT
�j
75-78 21
13
a
75-78 21 13
SHORT I -
_
SHORT
GLASS
TYPE 5
GLASS
TYPE 6
SIDE I�`�
SIDE
E) NO CHANGES THIS SHEET.
JR - 03/11/20
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A. LYNN MILLER, P.E.
P.E.# 58705
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION
TYPE A
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
EDGE I /DISTANCE PER SUBSTRATE,
DISTANCE I— / SEE TABLE 7, THIS SHEET
WINDOW EXTERIOR
BUCK
HEIGHT
TIP -TO -TIP
WINDOW
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2-3/4"
°
EMBEDMENT <
INSTALLATION
TYPE B
EDGE
DISTANCE
EMBEDMENT
1All MAX
1 SHIM
USED FOR ALL
SIDES OF
ARCHITECTURAL
SHAPES @ 11-7/8"
O.C. MAX.
EXTERIOR
a
INSTALLATION
TYPE C
EMBEDMENT
1/4" MAX
I SHIM
a �.
EDGE
DISTANCE
INSTALLATION
TYPE B
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 7, THIS SHEET
e
EXTERIOR 11 CONCRETE/CMU 4
PER ANCHOR I ,,, VISIBLE LIGHT WIDTH
REQUIREMENT WINDOW BUCK WIDTH - 2-3/4
WINDOW BUCK WIDTH
TIP -TO -TIP WINDOW WIDTH
INSTALLATION
KAF=TI-Inn n
1/4"
MAX.
SHIM
STEEL SELF -DRILLING
SMS (G5), 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
�1/4" MAX SHIM
1X WOOD BUCKSTRIP,
SEE NOTE 2. THIS SHEET
..; d CONCRETE PER
° ANCHOR
REQUIREMENT
° a
VERTICAL SECTION B-B
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 7, THIS SHEET
INSTALLATION NOTES:
HORIZONTAL SECTION A -A
TART G 7-
EMBEDMENT
`o
a
a o 0
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
Anchor
Substrate
Min. Edge
Distance
Min. Embedment
Max O.C.
Spacing
#12 or #14 410 SS Screw
Southern Pine (SG=0.55)
9/16"
1-3/8"
12"
Aluminum, 6063-T5 min.
3/8"
0,063" *
12"
A36 Steel
3/8"
0.063" *
12"
Steel Stud, Gr. 33 min.
3/8"
0.045" (18 Ga) *
12"
#12 or#14 Steel Screw (G5)
Southern Pine (SG=0.55)
9/16"
1-3/8"
12"
Aluminum, 6063-T5 min.
3/8"
0.063" *
12"
A36 Steel
3/8"
0.063" *
12"
Steel Stud, Gr. 33 min.
3/8"
0.045" (18 Ga) *
12"
1/4" 410 SS CreteFlex
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
12"
Concrete (min. 3.35 ksi)
1"
1-3/4"
12"
1/4" Steel Ultracon
Concrete (min. 2.85 ksi)
1"
1-3/4"
12"
Concrete (min. 2.85 ksi)
2-1/2"
1-3/8"
12"
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
12"
1/4" Steel Ultracon +
Concrete (min. 3 ksi)
1-3/16"
1-3/8"
12"
Ungrouted CMU, (ASTM C-90)
1-1/2"
1-1/4"
12"
5/16" Steel Ultracon
Concrete (min. 3.5 ksi)
1-1/4"
1-3/4"
12"
Grouted CMU, (ASTM C-90)
2-1/2"
1-3/4"
12"
* MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
"UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL
THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE
1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO
PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA
APPLIES TO WHOLE SYSTEM.
EDGE
DISTANCE
Material
Min. Fy
Min. F„
Steel Screw
92 ksi
120 ksi
18-8 Screw
60 ksi
95 ksi
410 Screw
90 ksi
110 ksi
Elco UltraCon@
155 ksi
177 ksi
1/4" DeWalt UltraCon+@
148 ksi
164 ksi
410 SS Elco/Dewalt CreteFlex@
127.4 ksi
189.7 ksi
6063-T5 Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
E) REVISED ANCHOR TYPE
TABLE, UPDATED MATERIAL
PROP. TABLE.
JR - 03/11/20
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A. LYNN MILLER, P.E.
P.E.# 58705
2X WOOD BUCKSTRIP EDGE
OR FRAMING, SEE DISTANCE
NOTE 2, THIS SHEET _
INSTALLATION
TYPE E
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2-3/4"
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 8, THIS SHEET
EMBEDMENT
/ L1/4" MAX
—{ 2 1 SHIM
USED FOR ALL
SIDES OF
ARCHITECTURAL
SHAPES @ 11-7/8"
O.C. MAX.
L
EDGE
DISTANCE
INSTALLATION
TYPE G
EMBEDMENT
�I 1/4" MAX
SHIM
A b 6
p ,
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
INRTAI_I_ ATION
INSTALLATION
TYPE F
I WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 8, THIS SHEET
� EXTERIOR
4
VISIBLE LIGHT WIDTH
WINDOW BUCK WIDTH - 2-3/4"
�® WINDOW BUCK WIDTH
1/4"
MAX.
SHIM
`—STEEL SELF -DRILLING
SMS (G5), SEE TABLE
8, THIS SHEET
MIAMI-DADE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 8,THIS SHEET
�1/4" MAX SHIM
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
4
. a r CONCRETE PER
EMBEDMENT ANCHOR
REQUIREMENT
INSTALLATION I — EDGE
t'� TYP. ANCHOR TYPE,
TYPE F
DISTANCE EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
VFRTICAI SFCTIC)N n_n SEE TABLE 8, THIS SHEET
INSTALLATION NOTES:
HORIZONTAL SECTION C-C
TARI G A -
EMBEDMENT
EDGE
DISTANCE
r.. a
v
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
Anchor
Substrate
Min, Edge
Distance
Min. Embedment
Max O.C.
Spacing
#12 or #14 410 SS Screw
Southern Pine (SG=0.55)
9/16"
1-3/8"
12"
Aluminum, 6063-T5 min.
3/8"
0.063" *
12"
A36 Steel
3/8"
0.063" *
12"
Steel Stud, Gr. 33 min.
3/8"
0.045" (18 Ga) *
12"
#12 or#14 Steel Screw (G5)
Southern Pine (SG=0.55)
9/16"
1-3/8"
12"
Aluminum, 6063-T5 min.
3/8"
0.063" *
12"
A36 Steel
3/8"
0.063" *
12"
Steel Stud, Gr. 33 min.
3/8"
0.045" (18 Ga) *
12"
1/4" 410 SS CreteFlex
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
12"
Concrete (min. 3.35 ksi)
V.
1-3/4"
12"
1/4" Steel Ultracon
Concrete (min. 2.85 ksi)
T.
1-3/4"
12"
Concrete (min. 2.85 ksi)
2-1/2"
1-3/8"
12"
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
12"
1/4" Steel Ultracon +
Concrete (min. 3 ksi)
1-3/16"
1-3/8"
12"
Ungrouted CMU, (ASTM C-90)
1-1/2"
1-1/4"
12"
5/16" Steel Ultracon
Concrete (min. 3.5 ksi)
1-1/4"
1-3/41,
12"
Grouted CMU, (ASTM C-90)
2-1/2"
1-3/4"
12"
* MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
"UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL
THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE
1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO
PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA
APPLIES TO WHOLE SYSTEM.
Material
Min, Fy 1
Min. F„
Steel Screw
92 ksi
120 ksi
18-8 Screw
60 ksi
95 ksi
410 Screw
90 ksi
110 ksi
Elco UltraCon@
155 ksi
177 ksi
1/4" DeWalt UltraCon+@
148 ksi
164 ksi
410 SS Elco/Dewalt CreteFlex@
127.4 ksi
189.7 ksi
6063-T5 Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
1 45 ksi
E) REVISED ANCHOR TYPE
TABLE, UPDATED MATERIAL
PROP. TABLE.
JR - 03/11/20
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A. LYNN MILLER, P.E.
P.E.# 58705
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
INSTALLATION
TYPE
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2-3/4"
0
INSTALLATION
TYPE J
EMBEDMENT
2X WOOD BUCKSTRIP
OR FRAMING, SEE INSTALLATION
NOTE 2, THIS SHEET
TYPE J
EDGE EDGE
DISTANCE 1/4" MAX
DISTANCE
SHIM Y
M
O 2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
1/4" MAX I I II ''I TYP. ANCHOR TYPE, EMBEDMENT AND
SHIM \\ EDGE DISTANCE PER SUBSTRATE,
fc1 SEE TABLE 9, THIS SHEET
USED FOR ALL EMBEDMENT
SIDES OF
ARCHITECTURAL
SHAPES @ 11-7/8"
O.C. MAX.
0L't"A KV±rrr&lll
INSTALLATION
TYPE K
EDGE DISTANCE —'-�
2X WOOD BUCKSTRIP Oil
OR FRAMING, SEE —4 NOTE 2. THIS SHEET
�J
VISIBLE LIGHT WIDTH =
WINDOW BUCK WIDTH - 2-3/4"
1/4" WINDOW BUCK WIDTH
MAX.
SHIM HORIZONTAL SECTION E-E
I j
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
_11/4" MAX SHIM
EDGE DISTANCE
FF=�X t
TYP. ANCHOR TYPE, EMBEDMENT
EMBEDMENT AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 9, THIS SHEET
VERTICAL SECTION F-F
INSTALLATION NOTES:
TABLE 9:
EMBEDMENT
EXTERIOR
ID
Anchor
Substrate
Min. Edge
Distance
Max. O.C.
Spacing
2-1/2" x .113" Box Nail
Southern Pine (SG=0.55)
5/16"
5"
2-1/2" x .131" Common Nail
Southern Pine (SG=0.55)
3/8"
5"
2-1/2" x .145" Roofing Nail
Southern Pine (SG=0.55)
3/8"
5"
#10 x 1" Steel Screw*
Southern Pine (SG=0.55)
1/2"
5"
0.093" Aluminum, 6063-T5 min.
5/16"
5"
1/16" A36 Steel
5/16"
5"
0.045" (18 Ga) Steel Stud, Gr. 33
1 5/16"
5"
* MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW
EMBEDMENT AND EDGE DISTANCE LIMITS.
2. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER
SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE
WINDOW FRAME.
3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER
WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
Material
Min. Fy
Min. F,,
Steel Screw
92 ksi
120 ksi
6063-T5 Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
E) NO CHANGES THIS SHEET.
c
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A. LYNN MILLER, P.E.
P.E.# 58705
EDGE DISTANCE
2X WOOD BUCKSTRIP
OR FRAMING, SEE —
NOTE 2, THIS SHEET
NSTALLATION
TYPE M
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2-3/4"
INSTALLATION
TYPE N
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 7, THIS SHEET
EMBEDMENT
1 /4" MAX
SHIM
USED FOR ALL
SIDES OF EDGE
ARCHITECTURAL DISTANCE
SHAPES @ 11-7/8"
O.C. MAX.
EXTERIOR
a
INSTALLATION
TYPE O
INSTALLATION TYPE M
EMBEDMENT
1/4" MAX
SHIM
O2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION
1X WOOD BUCKSTRIP, SEE
NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 10, THIS SHEET
BMW
VISIBLE LIGHT WIDTH = 7
1/4" WINDOW BUCK WIDTH - 2-3/4"
MAX. WINDOW BUCK WIDTH
SHIM
_f
STEEL SELF -DRILLING
SMS (G5), SEE TABLE
10, THIS SHEET
MIAMI-DADE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 103HIS SHEET
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 10, THIS SHEET
—11/4" MAX SHIM
1X WOOD BUCKSTRIP,
C� SEE NOTE 2, THIS SHEET
%. INSTALLATION NOTES:
VERTICAL SECTION H-H
HORIZONTAL SECTION G-G
TA6i_F 10-
EMBEDMENT
v
EDGE
DISTANCE
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
EXTERIOR
AnchorT
Substrate
Min. Edge
Distance
Min. Embedment
Max O.C.
Spacing
#12 or #14 410 SS Screw
Southern Pine (SG=0.55)
9/16"
1-3/8"
4.9"
Aluminum, 6063-T5 min.
3/8"
0.063" *
4.9"
A36 Steel
3/8"
0.063" *
4.9"
Steel Stud, Gr. 33 min.
3/8"
1 0.045" (18 Ga) *
4.9"
#12 or #14 Steel Screw (G5)
Southern Pine (SG=0.55)
9/16"
1-3/8"
4.9"
Aluminum, 6063-T5 min.
3/8"
0.063" *
4.9"
A36 Steel
3/8"
0.063" *
4.9"
Steel Stud, Gr. 33 min.
3/8"
0.045" (18 Ga) *
4.9"
1/4" 410 SS CreteFlex
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
9"
Concrete (min. 3.35 ksi)
1"
1-3/4"
9"
1/4" Steel Ultracon
Concrete (min. 2.85 ksi)
1"
1-3/4"
9"
Concrete (min. 2.85 ksi)
2-1/2"
1-3/8"
9"
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
9"
1/4" Steel Ultracon+
Concrete (min. 3 ksi)
1"
1-3/8"
4.9"
Ungrouted CMU, (ASTM C-90)
1"
1-1/4"
4.9"
5/16" Steel Ultracon
Concrete (min. 3.5 ksi)
1-1/4"
1-3/4"
9"
Grouted CMU, (ASTM C-90)
2-1/2"
1-3/4"
9"
_ WHIN. UI- s 1 HKtAUS bLYUNU I HE METAL SUBSTRATE.
"UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN
1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.
WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO
WHOLE SYSTEM.
Material
Min. Fy
FMin. F
Steel Screw
92 ksi
120 ksi
18-8 Screw
60 ksi
95 ksi
410 Screw
90 ksi
110 ksi
Elco UltraCon@
155 ksi
177 ksi
1/4" DeWalt UltraCon+@
148 ksi
164 ksi
410 SS Elco/Dewalt CreteFlex@
127.4 ksi
189.7 ksi
6063-T5 Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi 1
45 ksi
E) REVISED ANCHOR TYPE
TABLE, UPDATED MATERIAL
y PROP. TABLE.
JR - 03/11/20
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A. LYNN MILLER, P.E.
P.E.# 58705
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 Corer
Rigid PVC
7
4263
13/16" I.G. Glass Beading
Alum. 6063-T5
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 comerjoints)
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. 3/16" x 1-3/32" x 4"
Neoprene, Duro. 85 +/-1
29
76X1 14FPTX
#6 x 1-1/4" FH SMS (Curved Beading)
Stainless Steel
30
781PQX
#8 x 1" 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
Cardinal XL Edge Spacer
ASSEMBLY DETAILS FOR
FLANGE & EQUAL -LEG FRAMES
® 2.784"
.094"
P
74"
1.875"
.438"
1.000" -
500" �-4 --
7T O FLANGE FRAME
1.236"
.875"
.050"
4 3/16" & 1/4"
GLASS BEADING
STRUCTURAL
POLYISO-
BUTYLENE WITH
DESICCANT
EXT.
KODISPACE
75 4SG TPS
ANGLED/CURVED
FRAME ASSEMBLY
90° CORNER
I FRAME ASSEMBLY
I � '
I
10 I I
ALL CORNERS TO j
USE GASKET I /
AND/OR SEALANT
ch I / / ' / EQUAL -LEG FRAME
I / / EXTERIOR
FLANGE FRAME
EQUAL -LEG FRAME MITERED FRAME WITH INTERIOR EXTERIOR
AND EXTERIOR FRAME WELDS
FLANGE FRAME (SHOWN) OR CORNER KEYS AT
30 SCREW BOSSES. SEALANT AT ALL CORNERS
2.784"
.094"
0621, 074" 062"
1.375"
500" .438"
.050"t0.006" ��� .050"*0.000„
OEQUAL-LEG FRAME
2.784"
.094"
074" .01
1.375"
500" r 438"
T �-�-- .050it0.00s•
077
1.125" "
�- 0FIN FRAME
I-®--- .346" � 1.037" .622" Imo-- � 1,206" � � [---- .346"
.875" 875 .875"F1 n
875" E) ADDED BACKBEDDING.
I-r- .050" .050" I� .050" .050" I-'— •050" JR - 03/11/20
O1- 1/16" I.G. GLASS INSTALLATION 13/16" I.G. GLASS 3116" & 1/4" I.G. GLASS
BEADING 6a FASTENER COVER O BEADING CO OR CURLASS VES O BEADING R CURVES
HOT -MELT
BUTYL
1/4" NOM.
STRUCTURAL
SILICONE
FOAM WITH
DESICCANT
EXT. GLASS --A
NT. GLASS
76 SUPER SPACER
ONXT TM
ALUMINUM
REINFORCEMENT
116" NOM.
BUTYL &
DESICCANT
FOAM
EXT. GLASS
GLASS I
6DURASEALO
77 SPACER
POLYISOBUTYLENE DESICCANT FILL
SEAL 5/16" NOM.
-5/16" NOM. SILICONE
SEAL
ROLL -FORMED
STAINLESS STEEL
EXT. GLASS
INT. GLASS
T. GLASS
ASSEMBLY DETAILS
FOR FIN FRAMES
0'CORNER
RAME ASSEMBLY
XL EDGETM
78 SPACER
ANGLED/CURVED
FRAME ASSEMBLY
F
EXTERIOR
MITERED FRAME WITH INTERIOR
AND EXTERIOR FRAME WELDS
(SHOWN) OR CORNER KEYS AT
SCREW BOSSES. SEALANT AT ALL CORNERS
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A. LYNN MILLER, P.E.
P.E.# 58705