HomeMy WebLinkAboutNOA FIXED WINDOWSMIAMI•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 "PW7720A" Aluminum Fixed Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 10 of 10, 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: Large and Small Missile Impact Resistant
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. 18-0430.05 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. 20-0401.10
Expiration Date: February 19, 2024
Approval Date: August 06, 2020
7/28/20 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-7720A.1, titled "Fixed Window Installation Guidelines", sheets
through 10 of 10, 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. 18-0430.05)
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. 16-0629.14)
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. 13-0502.03)
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
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 a 07/31/03 respectively, ned and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.02)
Manuel Perez, P.E.
Product Control E i r
NOA No. 20 0401.10
Expiration Date: February 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. 18-0430.05)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on
07/04/18.
3. 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. 18-0430.05)
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. 18-0430.05)
3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16,
2017, signed by Jorge Plasencia, P.E., Produ Control Unit Superviso
(Submitted under NOA No. 18-0430.05)
Manuel Perez, P.E.
Product Control Er
NOA No. 20iZ?
Expiration Date: February
Approval Date: August 06, 2020
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
4. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E
(Submitted under NOA No. 17-0614.11)
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. 17-0614.11)
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. 13-0502.03)
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. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series
"PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/12/17 and
expiring on 02/ 19/ 19.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1
through 10 of 10, 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.:
WV
Manuel Perez, P.E.
Product Control E i er
NOA No. 2 0401.1
Expiration Date: February 4
Approval Date: August 06, 2020
E-3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED (CONTINUED)
B. TESTS (CONTINUED)
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
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. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® XtraTM (SGXTM) Clear Glass Interlayer" dated 05/23/19,
expiring on 05/23/24.
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. 18-0430.05, issued to PGT Industries, Inc. for their Series
"PW7720A" Aluminum Fixed Window — L.l�1.I., approved on 08/23/l�attd expiring
on 02/ 19/24. `--j , A — /J �
Manuel Perez, P.E.
Product Control Ex . r
NA No. 20 0401.10
Expiration Date: February , 2
Approval Date: August 0 , 2020
E-4
GENERAL NOTES: SERIES PW7720A
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 NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS
REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ,
THE OUTBOARD LITE (CAP) MUST TEMPERED.
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. KSI PER ANCHOR TYPE.
4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED
1X INSTALLATIONS. I 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).
A
SHEET 6
�L
12" MAX.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL O.C.
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 SHIMS CAPABLE
0
OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS,
MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED
ON THEM BY THE WINDOW. 6-1/2" MAX.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS
PER ASTM El300.
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-3835, 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 7720A SERIES WAS FORMERLY CALLED THE 7201820 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
THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB
KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF
ANSI Z97.1 WHEN USING GLASS TYPES 6 OR 8.
49" TIP -TO -TIP WIDTH
48" BUCK WIDTH -
45-1/4" VISIBLE
LIGHT WIDTH
SHEET 6 -I
6-1 /2" MAX.
96"
BUCK
HEIGHT
/ 93-1 /4"
VISIBLE
LIGHT
/ HEIGHT
C
SHEET 7
12" MAX.
O.C.
97"
TIP -TO
TIP
HEIGHT
B 12" MAX. O.C.
TYP. FLANGED FRAME
ELEVATION
GUIDE TO SHEETS:
GENERAL NOTES ........................
1
ELEVATIONS ................................
1
GLAZING DETAILS .......................
2-5
DESIGN PRESSURES ..................
2-5
INSTALLATION, FLANGE... ..........
6
INSTALLATION, EQUAL -LEG ......
. 7
INSTALLATION, INT. FIN A.-........
8
INSTALLATION, INT. FIN B...........
9
CORNER ASSEMBLY ...................
10
EXTRUSION PROFILES................10
PARTS LIST..............:....................10
TARI F 1
FIGURE 1
6"
MAX.
12" O.C.
MAX.
r
T #
Description
Sheet
1
7/16" Lami (3/16" An - .090" PVB - 3/16" HS)
2
2
7116" Lami (3/16" HS - .090" PVB - 3/16" HS)
3
3
1-1/16" Lami. IG (3/16" T - 7/16" Air - 3/16" An - .090" PVB
4
1-1/16" Lami. IG (3/16" T - 7/16" Air - 3/16" HS - .090" PVB - 3/16" HS)
3
5
7/16" Lami (3/16" An - .090" SG - 3/16" An)
4
6
7/16" Lami (3/16" HS - .090" SG - 3/16" HS)
5
7
1-1/16" Lami. IG (3/16" T - 7/16" Air - 3/16" An - .090" SG - 3/16" An)
4
8
1-1/16" Lami. IG (3/16" T - 7/16" Air - 3/16" HS - .090" SG - 3/16" HS)
5
48" BUCK WIDTH
45-114" VISIBLE
LIGHT WIDTH
r—D, SHEET
I I
Ly D --^�
DESIGN PRESSURE RATING IMPACT RATING
VARIES, LARGE & SMALL MISSILE
SEE SHEETS 2-5 IMPACT RESISTANCE
-� 6" MAX.
C
96"
BUCK
HEIGHT
93-1/4"
VISIBLE
LIGHT
HEIGHT
48" BUCK WIDTH
45-1/4" VISIBLE
LIGHT WIDTH
F, SHEET 8 2 MAX'
H. SHEET 9
E, SHEET 8
G, SHEET 9 i
L---------
I
5" MAX.
_ O.C.
I
�— 12" MAX. O.C.
2" MAX.
TYP. EQUAL -LEG FRAME
FI F\/ATInN]
"SG" = "KURARAY SENTRYGLAS� INTERLAYER" BY KURARAY AMERICA, INC.
"PVB" = "KURARAY TROSIFOL® PVB INTERLAYER" BY KURARAY AMERICA, INC.
0
E, G
93-1 /4"
VISIBLE
LIGHT
HEIGHT
96"
BUCK
HEIGHT
-►F,H
5" MAX. O.C.
TYP. FIN FRAME
PI F\/ATInNI
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 2-5.
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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WIDTH -"-�
0
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WIDTH -•-{
T
0
J
E) UPDATED TO FBC 2020,
REVISED ANCHOR TYPE
TABLE.
JR - 03/11/20
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TABLE 2
Window Design Pressure (+/_, psf) for Glass Type 1
Long Side, Ti to Ti in
68-7/8
73
77
81
85
89
93
97
101
105
110-1/2
31
+1-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
33
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
35
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-79.8
+/-79.4
37
+/-80
+/-80
+A80
+/-80
+/-80
+/-80
+1-79.7
+/-77.2
+/-75.1
+/-73.4
+/-72.2
39
+/-80
+/-80
+/-80
+/-80
+/-80
+/-78.1
+/-75.2
+/-72.5
+/-70.3
+/-68.5
+/-66.3
41
+/-80
+1-80
+/-80
+/-79.8
+/-77.2
+/-74.3
+/-71.3
+/-67.9
+/-65.1
+/-63.4
+/-61.6
c
43
+/-80
+/-80
+/-80
+/-77.4
+1-74.3
+/-71.3
+/-68.2
+/-64.7
+/-61.6
+/-59.8
+/-58.2
I=
45
+/-80
+/-80
+/-78.9
+/-75.4
+/-72.1
+/-68.9
+/-65.6
+/-62.2
+/-59.7
+/-57.5
47
+/-80
+/-80
+/-77.2
+/-73.6
+/-70.1
+/-66.8
+/-63.5
+/-60.3
+/-57.7
n
i=
49
+/-80
+/-79.3
+/-75.6
+/-71.9
+/-68.3
+/-64.9
+/-61.5
+/-58.2
51
+/-80
+/-77.5
+1-74.1
+/-70.3
+/-66.7
+/-63.1
+/-59.7
°
53
+/-79.1
+/-75.6
+/-72.4
+/-68.8
+/-65.1
+/-61.5
0
55
+/-77.4
+/-73.8
+/-70.5
+/-67.3
+/-63.5
57
+/-75.8
+/-72
+/-68.6
+/-65.3
59
+/-74.2
+/-70.3
+/-66.8
61
+/-72.7
+/-68Y
+/-65
63
+/-71.2
+/-67.1
65
+/-69.7
+/-65.5
67
+/-68.3
68 718
+/-67
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 3:
Window Design Pressure (+/-, psq for Glass Type 3
Long Side, Tip to Tip (in)
68-7/8
73
77
81
85
89
93
97
101
105
110-1/2
31
+/-80
+1-80
+/-80
+/-80
+/-80
+1-80
+/-80
+1-80
+/-80
+/-80
+/-80
33
+1-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-W
35
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-W
+/-W
37
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+1-80
39
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+1-80
+1-80
+/-79.4
+/-76A
+/-74.3
41
+1-80
+/-80
+1-80
+/-80
+/-80
+/-80
+/-80
+/-76.7
+/-73.5
+/-70.9
+/-69
43
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+1-77
+1-73.1
+/-69.6
+/-66.9
+/-65.2
a
i=
45
+1-80
+1-80
+/-80
+/-80
+/-80
+/-77.8
+/-74.1
+/-70.3
+/-6T5
+1-63.9
0
47
+1-80
+/-80
+/-80
+1-80
+/-79.2
+/-75.4
+/-71.7
+1-68.1
+1-65.1
Q
i-
49
+1-80
+1-80
+/-80
+/-80
+/-7T2
+1-73.3
+1-625
+1-65.8
6
51
+1-80
+1-80
+1-80
+1-79.4
+/-75.3
+/-71.3
+/-67.5
53
+1-80
+/-80
+/-80
+1-7T7
+/-73.5
+/-69.5
55
+/-80
+/-80
+/-79.6
+/-76
+/-71.8
57
+/-80
+/-80
+/-77.5
+/-73.8
59
+1-80
+/-79A
+/-75.4
61
+/-80
+1-7T6
+/-73.5
63
+/-80
+/-75.8
65
+/-78.8
+/-74
67
+/-77.2
68-7/8
+1-74.9
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.
7/16" LAMINATED I
GLASS STACK
.090" PVB INTERLAYER
6" HEAT STRENGTHENED GLASS
3/16" ANNEALED GLASS
4 11
5/8" I+- LONG SIDE
GLASS BITE
1-3 T-
�^ SHORT /
EXTERIOR "' SIDE
20 13
GLASS TYPE 1
I-®- LONG SIDE -►{
SHORT
SIDE
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
1-1/16" NOW
GLASS STACK 7/16" LAMINATED
I GLASS STACK
3/16" HEAT
3/16" TEMPERED GLASS STRENGTHENED GLASS
3/16" ANNEALED GLASS
7/16" AIR SPACE
EXTERIOR
a
GLASS TYPE 3
.090" PVB
INTERLAYER
5/8"
GLASS BITE
SHORT
SIDE
LONG
SIDE
Lj J
_ I SHORT I`
�1 SIDE
E) NO CHANGES THIS SHEET.
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0
0
Z
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N
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� , tip � • ..... � ° %�^ �4S
Jlf�dj 1VAL1
A. LYNN MILLER, P.E.
P. E.# 58705
TABLE 4:
Window Design Pressure (+f-, psf) for Glass Types 2 & 4
Long Side, Tip to Tip (in)
68-7/8
73
77
81
85
89
93
97
101
105
110-1/2
113
117
121
125
129
133
137
141
145
31
+/-80
+/-80
+/-80
+1-80
+/-80
+1-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+1-80
+/-80
33
+/-80
+1-80
+/-80
+1-80
+/-80
+1-80
+/-80
+/-80
+/-80
+1-80
+/-80
+1-80
+/-80
+/-80
+/-80
+/-80
+1-80
+I-80
+/-80
+1-80
35
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+1-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
37
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+1-80
+/-80
+/-80
+/-80
39
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
41
+/-80
+1-80
+1-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
43
+/-80
+/-80
+/-80
+1-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
Q
45
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+1-80
+/-80
+1-80
47
+1-80
+/-80
+/-80
+1-80
+/-80
+/-80
+/-80
+/-80
+/-80
O-
E
49
+/-80
+/-80
+/-80
+1-80
+1-80
+1-80
+/-80
+/-80
51
+/-80
+/-80
+/-80
+/-80
+/-80
+1-80
+/-80
06
06
53
+1-80
+/-80
+/-80
+/-80
+/-80
+/-79.1
Iff
55
+/-80
+/-80
+/-80
+1-80
+/-78-6
0
57
+/-80
+/-80
+/-80
+1-79-1
59
+/-80
+/-80
+/-80
61
+/-80
+/-80
+1-79.3
63
+/-80
+/-80
65
+/-80
+/-80
67
+/-80
68-7/8
+1-80
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.
7/16" LAMINATED
GLASS STACK
3/16" HEAT STRENGTHENED GLASS
090" PVB INTERLAYER
3/16" HEAT
STRENGTHENED GLASS
5/8"
GLASS BITE
1-1 /16" NOM.
GLASS STACK �I 7/16" LAMINATED
Ilv— GLASS STACK
3/16" TEMPERED GLASS ® 3/16" HEAT STRENGTHENED GLASS
3/16" HEAT STRENGTHENED GLASS
7/16" AIRSPACE -� 1 0 J______•090" PVB INTERLAYER
5/8"
GLASS BITE
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
T I-•— LONG SIDE
T
SHORT
SIDE
SHORT
SIDE I�
EXTERIOR EXTERIOR I , LONG SIDE —�
20 13 a 5a8 21 13
GLASS TYPE 2 GLASS TYPE 4 SHORT LONGSIDE j/ SIDE
SHORT
SIDE
E) NO CHANGES THIS SHEET.
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JR - 03/11/20
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W
ti
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umoaQ
O -j o
Z LL �
Z
J
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= W
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W
0
W Z 00
W
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JMQ
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(n
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A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 5:
Window Design Pressure (+/-, psf) for Glass Type 5
Long Side, Tip to Tip (in)
68-7/8
73
77
78-3/4
81
85
89
93
97
101
105
109
110-1/2
37
+90/-130
+901-127.5
+90/-123.5
+90/-121.7
+90/-119.8
+90/-116.5
+90/-113.5
+90/-111
+90/-108.5
+90/-106.3
+90/-104.5
+90/-104.5
+90/-104.5
39
+90/-126.1
+901-120
+90/-114.5
+90/-112.9
+90l-111
+90/-107.5
+90/-104.5
+90/-101.7
+90/-99.5
+90/-97.7
+901-96.1
+90/-94.6
+90/-94.1
41
+90/-120.1
+90/-113.5
+90/-107.3
+901-105.2
+90/-103
+901-100.5
+90/-97.8
+90/-94.9
+90/-92
+/-89.6
+/-88
+/-86.5
+/-86
43
+90/-114.4
+90/-107.5
+90/-102.5
+90/-100.7
+90l-98.6
+90/-95.2
+901-92.2
+/-89.1
+/-85.8
+/-83
+/-81.4
+/-80.4
+/-80.1
45
+90/-108.7
+90/-102.5
+90/-98.8
+90/-97.1
+90/-94.9
+90/-91
+/-87.3
+l-84.1
+/-81.7
+/-79.7
+/-77.8
+/-76.1
+/-75.6
47
+90/-104.4
+90/-99.8
+90/-95.7
+90/-93.9
+90/-91.6
+/-87.5
+/-83.6
+/-81
+/-78.9
+/-76.7
+/-74.7
+/-72.7
+/-72
n
49
+90/-101.1
+90/-97
+90/-92.8
+90/-90.9
+/-88.5
+/-84.3
+/-81.2
+/-78.5
+/-76.1
+/-73.9
+/-71.7
+/-69.6
+/-68.9
1=
51
+90/-98.1
+90/-94.1
+90/-90;1
+l-88.2
+/-85.7
+l-82
+/-79.1
+/-76.3
+/-73:6
+/-71.2
+/-68.9
+l-66.8
+/-65.9
53
+90/-95.3
+90/-91.1
+/-87.4
+/-85.6
+/-83.3
+1-80
+/-77
+/-74.1
+/-71.3
+/-68.7
+(-66.3
+/-64
+/-63.2
n
P
55
+90/-92.5
+/-88.2
+/-84.3
+/-82.9
+/-81.4
+/-78.1
+/-74.9
+/-71.9
+/-69.1
+/-66.4
+/-63.9
+/-61.8
+l-61.2
57
+/-89.8
+/-85.3
+/-61.8
+/-80.6
+/-79
+/-76.2
+/-73
+/-69.9
+/-66.9
+/-64.1
+/-61.9
+/-60.1
$;
59
+/-87.1
+/-82.8
+/-79.7
+/-78.4
+/-76.8
+/-74
+/-71.1
+/-67.9
+1-64.8
+/-62.2
+/-60.3
r
61
+/-84.6
+/-80.8
+/-77.6
+/-76.2
+/-74.6
+/-71.7
+/-69
+/-65.9
+/-62.8
+/-60.8
L
63
+/-82.5
+/-78.9
+/-74.6
+/-73.2
+/-71.4
+/-68.4
+/-65.5
+/-6Z9
+/-60.9
N
65
+/-80.7
+/-77
+/-73.6
+/-72.2
+/-70.4
+/-67.3
+/-64.4
+/-62
67
+/-79
+/-75.3
+/-71.7
+/-70.2
+/-68.4
+/-65.2
+/-62.4
68-7/8
+/-77.3
+/-73.6
+/-70
+/-68.5
+/-66.6
+/-63.3
+/-61.1
73
+/-73.6
+/-70.2
+/-66.5
+/-64.8
+/-62.9
+/-60.5
77
+/-70
+/-66.5
+/-63.2
+/-61.9
78-3/4
TT-6-.5+/-64.8
+/-61.9
+/-60.9
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 6:
Window Design Pressure (+/-, psf) for Glass Type 7
Long Side (in)
68-7/8
73
77
78-3/4
81
85
89
93
97
101
105
109
110-1/2
31
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
33
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
35
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-136
+90l-130
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
37
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
+90/-128.3
+90/-125.4
+90/-122.6
+90/-120.1
+90/-118.1
+90(-118.1
+90/-118.1
39
+90/-130
+90/-130
+90/-129.4
+90/-127.5
+90l-125.4
+90/-121.5
+901-118.1
+90/-114.9
+90/-112.5
+901-110.4
+90/-108.6
+90/-106.9
+90/-106.3
41
+90/-130
+90/-128.3
+90/-121.2
+90/-118.9
+90/-116.4
+90/-113.6
+90/-110.5
+90/-107.2
+90/-103.9
+90/-101.3
+90/-99.4
+90/-97.7
+90/-97.1
43
+90/-129.3
+90/-121.5
+90/-115.8
+90/-113.8
+90/-111.4
+90/-107.5
+90/-104.2
+90/-100.6
+90/-97
+90/-93.8
+90/-92
+90/-90.9
+90/-90.5
45
+90/-122.9
+90/-115.8
+90/-111.6
+90/-109.7
+90/-107.3
+90/-10Z8
+90/-98.7
+90/-95
+90l-92.3
+90/-90.1
+/-87.9
+80/-85.9
+80/-85.4
47
+90/-118
+90/-112.7
+90/-108.1
+90/-106.1
+90/-103.5
+90/-98.8
+90/-94.4
+90/-91.5
+/-89.1
+/-86,7
+80/-84A
+801-82.1
+80/-81.3
49
+90/-114.2
+90/-109.6
+90/-104.8
+90/-102.7
+90/-100
+90/-95.3
+90/-91.8
+(-88.7
+/-86
+80/-83.5
+80/-81
+/-78.7
+/-77.8
as
51
+90/-110.9
+90/-106.3
+901-101.8
+90/-99.6
+90/-96.9
+901-92.7
+/-89.3
+/-86.2
+801-83.2
+80/-80.5
+/-7T9
+/-75.4
+/-74.5
Fn
53
+90(-107.7
+90/-102.9
+90/-98.7
+90/-96.7
+90/-94.1
+90/-90.4
+/-87
+80/-83.7
+80/-80.6
+/-77.7
+/-74.9
+/-72.3
+1-71.4
0
55
+901-104.5
+90/-99.6
+90l-95.3
+90/-93.7
+90/-91.9
+/-88,3
+80/-84.6
+80/-81.3
+1-78.1
+/-75.1
+/-72.2
+(-69.8
+/-69.1
57
+90/-101.5
+90/-96.4
+90/-92.5
+90/-91
+/-89.3
+80/-86.1
+80/-82.4
+/-78.9
+/-75.6
+/-72.5
+1-69.9
+/-67.9
59
+90/-98.5
+90/-93.5
+/-90
+/-88.5
+80/-86.8
+80/-83.6
+80/-80.3
+/-76.7
+/-73.3
+/-70.3
+/-68.2
61
+90/-95.6
+90/-91.3
+/-87.7
+80/-86.2
+80/-84.3
+80/-81
+/-77.9
+/-74.5
+/-71
+/-68.7
63
+90/-92.2
+/-88.1
+80/-84.3
+801-82.7
+80/-80.7
+/-77,3
+/-74
+/-71
+/-68.8
65
+90/-91.2
+/-87
+80/-83.2
+801-81.6
+/-79.6
+/-76.1
+/-72.8
+/-70
67
+/-89.3
1 +80/-85
+80/-81
+/-79.4
+/-77.3
+/-73.7
+/-70.5
68-7/8
+/-87.3
+80/-83.2
+/-79.1
+/-77.4
+/-75.2
+/-71.6
+/-69
73
+80/-83.2
+/-79.4
+/-75.1
+/-73.2
+/-71
+/-68.4
77
+/-79.1
+/-75.1
+/-71.4
+/-69.9
78 3/4
+/-77.4
+/-73.2
+/-69.9
+/-68.8
1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT V 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.
7/16" LAMINATED
GLASS STACK
3/16" ANNEALED GLASS
EXTERIOR
a
.090" SG INTERLAYER
20 1�J
GLASS TYPE 5
6" ANNEALED GLASS
(-•- LONG SIDE
SHORT ,
SIDE
Imo- LONG SIDE -•-)
SHORT
SIDE
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
1-1/16" NOM.
GLASS STACK 7/16" LAMINATED
GLASS STACK
3116" TEMPERED GLASS
7/16" AIR SPACE
EXTERIOR
a
GLASS TYPE 7
" ANNEALED GLASS
16" ANNEALED GLASS
SG INTERLAYER
t-
5/81,
GLASS BITE
` I SHORT I `
�1 SIDE I�
LONG
SIDE
_I SHORT ' l
�I SIDE
E) NO CHANGES THIS SHEET.
JR - 03/11/20
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U)
W
�e
UMO-10
O -1 o
Z LL (
Z
J
= W
W
H Z 00
L-)
'ON
W ..
0
9MQ
O
ti
oz
Z
O
M
Q
J
QJ
LL
O
Q
F-
}aayS
co
® N
�
z
W
cy)co
*
07
H
ZZ
0
O
W
Z
0
Z
aloaS
Q
p
H
a_
Z
w
(5
W
X
W
CCr
S
LL
c
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rosa4
sauaS
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 7:
Window Design Pressure (+/-, psf) for Glass Types 6 & 8
Long Side, Tip to Tip (in)
68-7/8
73
77
78-3/4
81
85
89
93
97
101
105
109
110-1/2
113
117
121
125
129
137
145
31
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90l-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
33
+90/-130
+90/-130
+90/-130
+90/-130
+90l-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
35
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+80/-110
+80/-110
37
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
+80/-110
+80/-110
39
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+80/-110
+80/-110
+80/-110
+80/-110
41
+90/-130
+901-130
+90/-130
+90/-130
+g0/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+801-110
43
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+80/-110
+801-110
+80/-110
+80/-110
+80/-110
+801-110
+80/-110
45
+90/-130
+901-130
+90l-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+801-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+801-110
g
47
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+80/-110
+80/-110
+80/-110
+80/-110
+801-110
+80/-110
+80/-110
+80/-110
0
2
49
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
+80/-110
+80/-110
+80/-110
+80/-110
+80l-110
+80/-110
+80/-110
+80/-110
n
51
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+89.4/-128.
+80/-110
+80/-110
+80/-110
+801-110
+80/-110
+80/-110
+80/-110
+80/-110
1=
53
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+88.8/-128.1
+80/-110
+80/-110
+80/-110
+80l-110
+80/-110
+80/-110
+80/-110
+80/-110
v
55
+90l-130
+90/-130
+90/-130
+90/-130
+90/-130
+88.81-128.1
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
57
+90/-130
+90/-130
+90/-130
+90/-130
+89.4/-129
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80l-110
+80/-110
0
59
+90/-130
+90/-130
+90/-130
+89.5/-129.1
+80/-110
+80/-110
+80/-110
+80/-110
+80l-110
+80/-110
+80/-110
can
61
+90/-130
+90/-130
+89.6/-129.
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
63
+90/-130
+90l-130
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+801-110
65
+90/-130
+90/-130
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
67
+90/-130
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
68-7/8
+90/-130
+80/-110
+80/-110
+801-110
+80/-110
+80/-110
+80/-110
73
+80/-110
+80/-110
+80/-110
+801-110
+80/-110
+80/-110
77
+80/-110
+80/-110
1 +80/-110
+80/-110
78-3/4
+80/-110
1 +80/-110
1 +80/-110
1 +80/-110
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.
1-1/16" NOM.
7/16" LAMINATED
GLASS STACK
7/16" LAMINATED
GLASS
GLASS STACK
STACK
090" SG INTERLAYER
3/16" TEMPERED GLASS
• 3/16" HEAT STRENGTHENED GLASS
3/16" HEAT
3/16" HEAT STRENGTHENED GLASS
3/16" HEAT STRENGTHENED GLASS
STRENGTHENED GLASS
7/16" AIR SPACE
.090" SG INTERLAYER
4 11
�
11
5
5/8"
5/8"
GLASS BITE
GLASS BITE
1-2
1-2
EXTERIOR ""
EXTERIOR
20
13
75-78
21 13
GLASS TYPE 6
GLASS TYPE 8
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
lT I—®— LONG SIDE
4
SHORT
SIDE
�— LONG SIDE —�-I
SHORT
SIDE
t
LONG
SIDE
SHORT (—
SIDE
LONG
SIDE
— I SHORT
SIDE
E) NO CHANGES THIS SHEET.
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2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION
TYPE A
TYP. ANCHOR TYPE,
EDGE EMBEDMENT AND EDGE
DISTANCE DISTANCE PER SUBSTRATE,
/SEE TABLE 8, THIS SHEET
� i I T
WINDOW EXTERIOR
BUCK
HEIGHT
TIP -TO -TIP
WINDOW
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT-
2-3/4"
EMBEDMENT
�114" MAX
I 1 SHIM
USED FOR ALL
SIDES OF
ARCHITECTURAL
SHAPES @ 11-7/8"
O.C. MAX.
INSTALLATION
TYPE C
INSTALLATION
TYPE B
EMBEDMENT 1X WOOD BUCKSTRIP,
1/4" MAX
SEE NOTE 2, THIS SHEET
SHIM s
T—TYP. ANCHOR TYPE, EMBEDMENT AND
• .a < ..� EDGE DISTANCE PER SUBSTRATE,
EDGE SEE TABLE 8, THIS SHEET a
DISTANCE • 6
EMBEDMENT
ca '.8 c;
vo
e .
<a
11 a.
EXTERIOR °
CONCRETE/CMU 4
PER ANCHOR VISIBLE LIGHT WIDTH = 5
REQUIREMENT WINDOW BUCK WIDTH - 2-3/4"
WINDOW BUCK WIDTH CONCRETE/CMU
TIP -TO -TIP WINDOW WIDTH PER ANCHOR
REQUIREMENT
INSTALLATION HORIZONTAL SECTION A -A
I
1/4"
MAX.
SHIM
EXTERIOR
STEEL SELF -DRILLING
<D fir F7_SMS (135), 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
I WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
d CONCRETE PER
EMBEDMENT A, ANCHOR
4.
REQUIREMENT
a b
4 4
a°
INSTALLATION
TYPE B
EDGE
DISTANCE
VERTICAL SECTION B-B
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 8, THIS SHEET
INSTALLATION NOTES:
TARI F A -
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)
9116"
1-3/8"
12"
Aluminum, 6063-T5 min.
3W
0.063" *
12"
A36 Steel
3/8"
0.063" *
12"
Steel Stud, Gr. 33 min.
3/8"
0.045" (18 Ga) *
12"
114" 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)
V
1-3/4"
12"
Concrete (min. 2,85 ksi)
2-1/2"
1-3/8"
12"
Un routed 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"
Un routed CMU, ASTM C-90)
1-1/2"
1-1/4"
12"
5116" Steel Ultracon
Concrete (min. 3.5 ksi)
1-1/4"
1-3/4"
12"
Grouted CMU, (ASTM C-90)
f 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". IX 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, Fu
Steel Screw
92 ksi
120 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
y PROP. TABLE.
JR - 03/11/20
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A. LYNN MILLER, P.E.
P.E.# 58705
2X WOOD BUCKSTRIP EDGE
DISTANCE
OR FRAMING, SEE
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 9, THIS SHEET
a
EMBEDMENT
__1 i
L1 /4" MAX
-f t SHIM
USED FOR ALL
SIDES OF
ARCHITECTURAL
SHAPES @ 11-7/8"
O.C. MAX.
EDGE .a
< ;m
DISTANCE "
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CONCRETE/CMU
PER ANCHOR
REQUIREMENT
INSTALLATION
INSTALLATION
TYPE G
EMBEDMENT
1/4" MAX
SHIM
1/4"
MAX.
SHIM
EXTERIOR
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
�1/4" MAX SHIM
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
EMBEDMENT a ^ .<Q CONCRETE PER
ANCHOR
a.
REQUIREMENT
INSTALLATION
TYPE F
EDGE
DISTANCE
VERTICAL SECTION D-D
INSTALLATION NOTES:
INSTALLATION
TYPE F
1X WOODBUCKSTRIP,
SEE NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
EXTERIOR \
VISIBLE LIGHT WIDTH = 5
WINDOW BUCK WIDTH - 2-3/4"
WINDOW BUCK WIDTH
HORIZONTAL SECTION C-C
TARI F 0-
EMBEDMENT
EDGE
"a 4 •� DISTANCE
v
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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)
V
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"
5116" 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. Ut- 3 I HRLAUS BLYUNU I HL ML 1 AL SUt35 I KA I L.
"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.
TYP. ANCHOR TYPE, EMBEDMENT 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE
AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
SUBSTRATE, SEE TABLE 9, THIS SHEET
4, IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR
MULLION NOA APPLIES TO WHOLE SYSTEM.
Material
Min. FT
Min. F„
Steel Screw
92 ksi
120 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 10, THIS SHEET I
INSTALLATION
TYPE
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2-3/4"
INSTALLATION
TYPE J
EMBEDMENT
USED FOR ALL
SIDES OF
ARCHITECTURAL
SHAPES @ 11-7/8"
O.C. MAX.
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
EDGE
DISTANCE
1 /4" MAX
SHIM
INSTALLATION
TYPE L
-
��I1i11111�\111\\�:.
EDGE
DISTANCE
EMBEDMENT
Ir
'j
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
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
' �1/4" MAX SHIM
— V—AND
EDGE DISTANCE
YP, ANCHOR TYPE, EMBEDMENT
EMBEDMENT EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 10, THIS SHEET
VERTICAL SECTION F-F
INSTALLATION
TYPE J
1 /4" MAX
SHIM
O 2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
FIN FRAMES ARE ONLY TO BE USED
WITH GLASS TYPES 1-4 (PVB
INTERLAYER), NOT TO BE USED WITH
GLASS TYPES 5-8, (SG INTERLAYER).
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 10, THIS SHEET
INSTALLATION
TYPE K
EDGE DISTANCE —� {
2X WOOD BUCKSTRIP O
OR FRAMING, SEE
NOTE 2, THIS SHEET
EXTERIOR
ID
VISIBLE LIGHT WIDTH = 5
WINDOW BUCK WIDTH - 2-3/4"
WINDOW BUCK WIDTH
HORIZONTAL SECTION E-E
TABLE 10:
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. 1
5/16"
5"
1/16" A36 Steel 1
5116"
5"
0.045" (18 Ga) Steel Stud, Gr. 33 1
5/16"
5"
* MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
INSTALLATION NOTES:
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.
EMBEDMENT
Material
Min. Fy
Min, Fu
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
1 45 ksi
E) NO CHANGES THIS SHEET.
O JR - 03/11/20
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A. LYNN MILLER, P.E.
P.E.# 58705
EDGE DISTANCE
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION
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 11, THIS SHEET
C� EMBEDMENT
1 /4" MAX
SHIM
USED FOR ALL
SIDES OF
ARCHITECTURAL
SHAPES @ 11-7/8"
O.C. MAX.
EXTERIOR
a
INSTALLATION TYPE M
FIN FRAMES ARE ONLY TO BE USED
WITH GLASS TYPES 1-4 (PVB
INTERLAYER), NOT TO BE USED WITH INSTALLATION
GLASS TYPES 5-8, (SG INTERLAYER). TYPE N
EMBEDMENT
1/4" MAX SHIM Q 8 d
j� 1X WOOD BUCKSTRIP, SEE
U 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET a
OR FRAMING, SEE ,
NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 11, THIS SHEET
EDGE
DISTANCE
T_
INSTALLATION
TYPE O VISIBLE LIGHT WIDTH = O
1/4" WINDOW BUCK WIDTH - 2-3/4"
r MAX' WINDOW BUCK WIDTH
i SHIM
. _T
STEEL SELF -DRILLING
SMS (G5), SEE TABLE
11, THIS SHEET
MIAMI-DADE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 11,THIS SHEET
�114" MAX SHIM
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
HORIZONTAL SECTION G-G
rr_II Ifts`o
EMBEDMENT
O • • a o
EDGE
DISTANCE
a �d
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
EXTERIOR
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"
4.9"
Aluminum, 6063-T5 min.
3/8"
0.063" '
4.9"
A36 Steel
3/8"
0.063" w
4.9"
Steel Stud, Gr. 33 min.
3/8"
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)
V
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)
2-112"
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"
MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
"UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
INSTALLATION NOTES:
EMBEDMENT a ` ' 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
a. a, a
2. WOOD BUCKS DEPICTED ON THIS SHEET AS 1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN
• , . d 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.
CONCRETE/CMU ° a WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
PER ANCHOR EDGE WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
REQUIREMENT DISTANCE
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
SUPPORT TO THE WINDOW FRAME.
VERTICAL SECTION H-H
4. 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
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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3T17
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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
4255
7116' Lami. Glass Beading
Alum. 6063-T5
5
4254
I.G. Glass Beading
Alum. 6063-T5
6a
4270
Installation Fastener Cover
Alum. 6063-T5
6b
4224
Installation Fastener Cover
Rigid PVC
8
4267
7/16" Lami. Glass Beading for Curves
Alum. 6063-T5
9
4269
I.G. Beading for Curves
Alum. 6063-T5
10
70589C
Gasket (at 900 comer joints)
Polyethylene
11
TP24718
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
Kommerling Kodispace 4SG TPS
See this Sheet for
Materials
76
Quanex Super Spacer nXT
77
Quanex Duraseal Spacer
78 1
lCardinal XL Edge Spacer
ASSEMBLY DETAILS FOR
FLANGE & EQUAL -LEG FRAMES
2.784"
.094"-.-II-f-
.074"
1.875"
.438"
1.000"
500 _F I�-
OFLANGE FRAME
.970" I
.875" F1
�-�-- .050"
4 7/16" LAMI
GLASS BEADING
-®— 2.784"
.094"-+-II-�-
062" .074" 062"
1.375" k
500" .43T8"
.050"*0.006• T �) .:- .050`0,006^
OEQUAL-LEG FRAME
f-v- .346"
.875"
T�� Imo- .050"
5 1- 1/16" I.G. GLASS
BEADING
HOT -MELT
ILICONE BUTYL
STRUCTURAL 7INT.
POLYISO-1/4" NOM.
BUTYLENE WITHSTRUCTURAL
DESICCANTSILICONE
FOAM WITH
EXT.GLASSDESICCANT
EXT. GLASS--�
GLASS
1.037"
.050"
6
INSTALLATION
FASTENER COVER
KODISPACE SUPER SPACER®
75 4SG TPS 76 NXT TM
ANGLED/CURVED
FRAME ASSEMBLY
90' CORNER
FRAME ASSEMBLY
I
I
10 I I
ALL CORNERS TO j
USE GASKET
AND/OR SEALANT
/
/
/ I / EQUAL -LEG FRAME
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" -►II�-
500" rT .074"
1.375" 4TJV J
01
�-- .050"*0.000"
1.125"
.077"
@FIN FRAME
875" rl
I-- .050"
O7/16" LAW
GLASS BEADING
FOR CURVES
ALUMINUM
REINFORCEMENT
NOM.
BUTYL &
DESICCANT —
FOAM
EXT. GLASS
GLASS
ODURASEALO
77 SPACER
-� .346"
.875"
I--f- .050"
OI.G. GLASS
BEADING
FOR CURVES
POLYISOBUTYLENE DESICCANT FILL
SEAL 5/16" NOM.
-5/16" NOM. SILICONE
SEAL
ROLL -FORMED
STAINLESS STEEL
EXT. GLASS
INT. GLASS
NT. GLASS
OXL EDGETM
78 SPACER
ASSEMBLY DETAILS
FOR FIN FRAMES
90° CORNER
FRAME ASSEMBLY
ANGLED/CURVED
FRAME ASSEMBLY
EXTERIOR
MITERED FRAME WITH INTERIOR
AND EXTERIOR FRAME WELDS
(SHOWN) OR CORNER KEYS AT
SCREW BOSSES. SEALANT AT ALL CORNERS
E) ADDED BACKBEDDING.
JR - 03/11/20
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A. LYNN MILLER, P.E.
P.E.# 58705