HomeMy WebLinkAboutSeries PW-5520 Vinyl PVC Fixed Window - LMISCOPE:
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 "PW-5520 Vinyl" PVC Fixed Window —L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)",
sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 06/06/17, prepared by manufacturer, signed,
sealed and dated 11/22/19, 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 fled 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.
VERTISEMENT: 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 and renews NOA No. 17-0614.09 and consists of this page 1 and evidence pages E-1,
E-2 and E-3, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
1 C 1 1 �. 1 1.
DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 144930.25)
2. Drawing No. D-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1
through 11 of 11, dated 09/09/14, with revision B dated 06/06/17, prepared by
manufacturer, signed, sealed and dated 6/9/17, by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 174614.09)
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. 164629.12)
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 a PVC fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated
08/01/14, signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 144930.25)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC Stb
Edition (2014), dated 09/18/14 and 04/07/15, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 144930.25)
2. Glazing complies with ASTM E1300-09
Manuel�'e�ez, P.E.
Product Contlrol E aminer
NOA N 1126.10
Expiration Date: April 30, 2025
Approval Date: January 09, 2020
E-1
PGT Industries, Inc.
QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
1. Notice of Acceptance a 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 Interlayers" dated 06/25/15, expiring on
07/04/180
3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA
for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated
08/10/17, expiring on 02/28/18.
4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA,
Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC
Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20.
5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA,
Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors" dated 09/15/16, expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC Stn Edition (2014) and FBC
6th Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed
by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 17-0614.09)
2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No.17-0614.09)
3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon, P.E.
Supervisor, Product Control Section.
(Submitted under NOA No. 14-0930.25)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No. 164629.12)
1�171-Y:1 rll�.'J
1. Notice of Acceptance No. 16-0629.12, issued to PGT Industries, Inc. for their Series
"PW-5520 Vinyl" PVC Fixed Window —L.M.I. approved on 08/04/16 and expiring
on 04/30/20. .
� Maquiff Perez, P.E.
,�� Product Cod tr Examiner
NOA o.19-1126.10
Expiration Date: April 30, 2025
Approval Date: January 09, 2020
E-2
i 1
1DE.
1. Drawing No.-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1
through 11 of 11, dated 09/09/14, with revision B dated 06/06/17, prepared by
manufacturer, signed, sealed and dated 11/22/19, by Anthony Lynn Miller, P.E.
TESTS
1. None
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 194305.02 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. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/239
3. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions
USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and
Doors, approved on 03/08/18, expiring on 02/28/23.
4. Notice of Acceptance No. 184217.15, issued to ENERGI Fenestration Solutions
USA, Inc., for their Bronze & Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors, approved on 01/17/19, expiring on 04/16/20.
5. Notice of Acceptance No. 184217.16, issued to ENERGI Fenestration Solutions
USA, Inc., for their Performance Core Rigid PVC Exterior Extrusions for
Windows and Doors, approved on 01/17/19, expiring on 02/04/21.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated
November 22, 2019, issued by Mfr., signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated November 22, 2019, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
CI�ITI IT:i Dt
1. Notice of Acceptance No. 17-0614.09, issued to PGT Industries, Inc. for their Series
"PW-5520 Vinyl" PVC Fixed Window —L.M.I. approved on 10/26/17 d expiring
on 04/30/20. Woo
e^
ManuPeez, P.E.
� Product Coffitrol F.�xaminer
NOA-1126.10
Expiration Date: April 30, 2025
Approval Date: January 09, 2020
E-3
GENERAL NOTES: SERIES 5520
IMPACT RESISTANT, VINYL 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). MAX. BUCK WIDTH SEE TABLES 4-13
(SHORT OR LONG SIDE)
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. MAX. O.C. SEE
FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD B, SEE _ TABLES 4-13
LITE (CAP) MUST TEMPERED, SHEET 3
3) FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY, USE ONLY MIAMI-DADS 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.
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 A
ARCHITECT OF RECORD, (AOR).
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR
STUCCO, USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT, INSTALLATION
ANCHORS SHOULD BE SEALED, OVERALL SEALING/FLASHING STRATEGY FOR WATER
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX. O.C.
SCOPE OF THESE INSTRUCTIONS, SEE TABLES
4-13
6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT
IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED
IMPACT RATING
DESIGN PRESSURE RATING
LARGE & SMALL MISSILE
IMPACT RESISTANT
VARIES PER GLASS TYPE, SEE
TABLES 4-13, SHEETS 6-10
--�I MAX. BUCK WIDTH SEE TABLES 4-9 _
i- -- (SHORT OR LONG SIDE)
1,25" MAX.
6" MAX. D, SEE --►! MAX. O.C. SEE TABLES 4-9
SHEET 4
VISIBLE
LIGHT WIDTH
VISIBLE
LIGHT
HEIGHT
Iif
LOADS, WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS �
IMPOSED ON THEM BY THE WINDOW. B i
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 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) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING
JURISDICTION.
10) REFERENCES: TEST REPORTS FTL-7897; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA;
ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE &
BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL
11) "PVB" _ .090" TROSIFOL® PVB BY KURARAY AMERICA, INC.
"SG" _ .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC.
GENERAL NOTES.........................1
ELEVATIONS.................................1
FRAME, GLASS &ANCHOR
OPTIONS .............................2
INSTALLATION, FLANGE &
EQUAL LEG.,..,
INSTALLATION, INTEGRAL FIN &
J-CHANNEL ..........................4
GLAZING DETAILS.., ... 1111.11.11.1.1.1115
DESIGN PRESSURES..................6-10
BOM & ASSEMBLY."",',,'.,,,. ........11
6" MAX.
VISIBLE LIGHT FORMULAS.
WIDTH: BUCK WIDTH - 4-3/16"
HEIGHT: BUCK HEIGHT - 4-3/16"
CODES / STANDARDS USED:
ASTM
�2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
E1300-09
°ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL, ADM-2015
oAISI S100-12
�AISC 360-10
_ I
t MAX. BUCK
HEIGHT, SEE
- TABLES 4=13
(LONG OR
SHORT SIDE)
A, SEE
SHEET 3
C
SEE _J
TABLES
4-9
6" MAX. —►- �—
TYP. EQUAL-LEG/BOX &
FLANGE FRAME (90° CORNERS)
MAX. O.C.
SEE TABLES
4-13
LOADS, WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS �
IMPOSED ON THEM BY THE WINDOW. B i
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 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) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING
JURISDICTION.
10) REFERENCES: TEST REPORTS FTL-7897; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA;
ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE &
BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL
11) "PVB" _ .090" TROSIFOL® PVB BY KURARAY AMERICA, INC.
"SG" _ .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC.
GENERAL NOTES.........................1
ELEVATIONS.................................1
FRAME, GLASS &ANCHOR
OPTIONS .............................2
INSTALLATION, FLANGE &
EQUAL LEG.,..,
INSTALLATION, INTEGRAL FIN &
J-CHANNEL ..........................4
GLAZING DETAILS.., ... 1111.11.11.1.1.1115
DESIGN PRESSURES..................6-10
BOM & ASSEMBLY."",',,'.,,,. ........11
6" MAX.
VISIBLE LIGHT FORMULAS.
WIDTH: BUCK WIDTH - 4-3/16"
HEIGHT: BUCK HEIGHT - 4-3/16"
CODES / STANDARDS USED:
ASTM
�2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
E1300-09
°ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL, ADM-2015
oAISI S100-12
�AISC 360-10
_ I
t MAX. BUCK
HEIGHT, SEE
- TABLES 4=13
(LONG OR
SHORT SIDE)
A, SEE
SHEET 3
C
SEE _J
TABLES
4-9
6" MAX. —►- �—
TYP. EQUAL-LEG/BOX &
FLANGE FRAME (90° CORNERS)
MAX. O.C.
SEE TABLES
4-13
VISIBLE
TH LIGHT WID
i
VISIBLE
LIGHT
D
C, SEE
SHEET 4
1.25" MAX. —►j �--
TYP. INTEGRAL FIN & J-CHANNEL
FRAME (90° CORNERS)
(ANCHORED THROUGH NAIL FIN)
6" MAX.
MAX. O.C. SEE���e
TABLES 4-9
MAX. O.C.
/ SEE TABLES
VISIBLE 4-13
LIGHT
HEIGHT
/
HEEIGHTIGHT,, SEE
E
TABLES 4-9
VISIBLE (LONG OR
LIGHT WIDTH SHORT SIDE)
MAX.
SEE TABLES 4-13 MAX.
MAX. BUCK WIDTH SEE TABLES 4-13
(SHORT OR LONG SIDE)
TYP. EQUAL-LEG/BOX &
FLANGE FRAME (CURVED
OR ANGLED CORNERS)
VISIBLE
LIGHT
HEIGHT
VISIBLE
LIGHT WIDTH
i Iol �Y i
►� ®o D MAX. O.C. SEE TABLES 4-9
MAX. BUCK WIDTH SEE TABLES 4-9
(SHORT OR LONG SIDE)
TYP. INTEGRAL FIN &
MAX. BUCK
HEIGHT, SEE
TABLES 4-9
(LONG OR
SHORT SI)E) LLI
1.25" MAX.
O.C.
SEE
TABLES
4-9
MAX. BUCK
HEIGHT, SEE
TABLES 4-9
(LONG OR
SHORT SIDE)
—.- 1,25" MAX.
J-CHANNEL FRAME (CURVED OR
ANGLED CORNERS)
(ANCHORED THROUGH NAIL FIN)
JR - 06/06/17 - UPDATED
ANCHORAGE TO FBC 2017,
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A. LYNN MILLER, P.E.
P.E.# 58705
TARLE 11
Glass
Type
Description
Table
7
7/8" Laminated LG.: 1/8" A Exterior Cap + 7/16"
Air Space + 5/16" Laminated; (2) Lites of 1/8"
A Glass with
.090"
PVB Interlayer
4
8
7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8"
A
Glass
with
.090"
PVB Interlayer
5
9
7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8"
A Glass with
.090" PVB Interlayer
6
10
7/8" Laminated I.G.:
3/16'" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8"
A
Glass
with
.090"
PVB Interlayer
6
11
1" Laminated I.G.:
1/8" T Exterior Cap + 7/16"
Air Space + 7116" Laminated; (2) Lites of 3/16"
A
Glass
with .090"
PVB Interlayer
7
12
1" Laminated I.G.:
3/16" A Exterior Cap + 3/8"
Air Space + 7/16" Laminated, (2) Lites of 3/16"
A
Glass
with
.090"
PVB Interlayer
8
13
1" Laminated I.G.:
3/16"' T Exteror Cap + 3/8"
Air Space + 7/16" Laminated; (2) Lites of 3/16"
A
Glass
with .090"
PVB Interlayer
9
14
1" Laminated I.G.:
3/16" A Exterior Cap + 3/8"
Air Space + 7/16" Laminated; (2) Lites of 3116"
A
Glass
with
.090"
SG Interlayer
10
15
1" Laminated I.G.:
3/16" T Exterior Cap + 3/8"
Air Space + 7/16" Laminated; (2) Lites of 3/16"
A
Glass
with .090"
SG Interlayer
11
16
1" Laminated I.G.:
1/8" T Exterior Cap + 7/16"
Air Space + 7/16" Laminated; (2) Lites of 3/16"
H
Glass
with .090"
SG Interlayer
12
17
1" Laminated I.G.:
3/16" T Exterior Cap + 3/8°'
Air Space + 7116" Laminated; (2) Lites of 3/16"
H
Glass
with .090"
SG Interlayer
13
TARI F �� ANCHORS INSTAI_I_FD THROUGH FRAME
Group
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment*
A
#10 SMS
(steel, 18-8 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=0.55)
7/16"
1-3/8"
Steel, A36*
3/8°'
0,050"
Steel Stud, A653 Gr. 33*
3/8"
0,0451" (18 Ga.)
Aluminum, 6063-T5*
3/8"
0,050"'
3116" steel Ultracon
P.T. Southern Pine (SG=0.55)
7/16"
1-3/8"
Concrete (min. 2,85 ksi)
1"
1-3/8"
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1l4"
B
#12 SMS
(steel, 18-8 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=0.55)
9/16"
1-3/8"
Steel, A36*
3/8"
0.050"
Steel Stud, A653 Gr. 33*
3/8"'
0.0451" (18 Ga.)
Aluminum, 6063-T5*
3/8"
0,063"
1/4" steel Ultracon
P.T. Southern Pine (SG=0.55)
1"
1-3/8"
1/4" steel Creteflex
P.T. Southern Pine (SG=0.55)
1"
1-318"
1/4" steel Aggre-Gator
P.T. Southern Pine (SG=0.55)
i"
1-3/8"
C
1/4" steel Ultracon
Concrete (min. 2.85 ksi)
1"
1-3/4"
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
1/4" steel Creteflex
Concrete (min. 3.35 ksi)
1"
1-3/4"
1/4" steel Ultracon
Concrete (min. 2.85 ksi)
2-1/2"
1-3/4"
D
1!4" steel Creteflex
Concrete (min. 3,35 ksi)
2-1/2"
1-3/4"
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
1/4" steel Aggre-Gator
Concrete (min. 3.275 ksi)
1-1/2"
1
Grouted CMU, (ASTM C-90)
2"
2"
TABLE 3: ANCHORS INSTALLED THROUGH INTEGRAL FIN
Group
Anchor
Substrate
Min. Edge
Distance
Min,
Embedment'`
E
2-112" x .131" Common Nail
P.T. Southern Pine (SG=.55)
3/8"
2-7/16"
2-1/2" Ring -shank Roofing Nail
P.T. Southern Pine (SG=.55)
3/8"
2-7/16"
F
#10 Trusshead SMS
(steel, 18-8 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=.55)
1/2"
1-3/8"
Aluminum, 6063-T5*
3/8"
0.050"
Steel Stud, Gr. 33*
3/8"
0.0451" (18 Ga.)
Steel, A36*
3/8"
0.050"
#12 SMS
(steel, 18-8 S.S.
or 410 S. S. )
P.T. Southern Pine (SG=.55)
9/16"
1-3/8"
Aluminum, 6063-T5*
3/8"
0.063"
Steel Stud. Gr. 33*
3/8"
0.050"
Steel, A36*
3/8"
0.050"
MIN. OF 3 THREADS
BEYOND THE METAL
SUBSTRATE.
"UNGROUTED CMU"
VALUES MAY BE
USED FOR GROUTED
CMU APPLICATIONS.
"A" =ANNEALED
"H" =HEAT STRENGTHENED
"T" =TEMPERED
"PVB" = .090" TROSIFOL®
PVB BY KURARAY
AMERICA, INC.
"SG" _ .090" SENTRYGLAS®
INTERLAYER BY KURARAY
AMERICA, INC.
GLASS TYPES 14 THROUGH
17 MAY NOT BE USED WITH
J-CHANNEL OR INTEGRAL
® FIN FRAMES,
WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW:
�Q
BOX OR
EQUAL C�Q
FLANGE
J
LEG
�o�
o� 4
J-CHANNEL
C�Q
INTEGRAL
tC=0DJ
FIN
c
ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED, COMMON EXAMPLES SHOWN. INSCRIBE THE SHAPE IN A BLOCK (SEE EXAMPLES
BELOW), AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13, SHEETS 6-10.
LONG LONG
�w �w
�co
LONG
SIDE -�
�w
= cn
* MIN. OF 3
THREADS
BEYOND
THE
METAL
SUBSTRATE.
LONG
SIDE
iY w
o
= u7
LONG
it w <//e
w00
= cn 2 cn
I 1 L
Wlateriai
Min. FY
Min. F�
Steel Screw
92 ksi
120 ksi
18-8 Screw
60 ksi
95 ksi
410 Screw
90 ksi
110 ksi
Eico Aggre-GatorO
57 ksi
96 ksi
Elco Ultracon®
155 ksi
177 ksi
410 SS Elco CreteFleXO
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
LONG
SIDE —!
�fO_
= cn
�ONG LONG
SIDE y1 SIDE
O LIJ
0
CERT. OF AUTH. #29296
SHORT
—.— SIDE F--
1
0
c�
z
0
J
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480-1600
�I VINYL FIXED WINDOW NOA (LM&SM)
GLASS/ANCHORS/FRAME OPTIONS
9/9/14
� J ROSOWSKI
PW-5520 � NTS � 2 OF 11 o z MD-5520.0 � B
NO CHANGES THIS SHEET.
. F.
ilc. v870
�;4 —
1 -E
✓ ` 1i% r ,
A. LYNN MILLER, P.E.
P.E.# 58705
INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES
INSTALLATION
OPTION 1
ANCHORED THROUGH
FRAME INTO 2X WOOD
FRAME OR BUCKSTRIP,
SEE NOTE 2, THIS SHEET.
FLANGE
FRAME
SHOWN
BUCK VISIBLE
HEIGHT LIGHT
HEIGHT
EQUAL-
LEG/BOX
FRAME
® SHOWN
EDGE DISTANCE
�� lEMBEDlMENT
1 1
1/4" MAX.
SHIM
TYP, ANCHOR TYPE,
EMBEDMENT AND
EDGE DISTANCE PER
SUBSTRATE,SEE
TABLE 2, SHEET 2.
7/8" THICK I.G.
EMBEDMMENT
1
EDGE
DISTANCE
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER
SUBSTRATE,
SEE TABLE 2, SHEET 2.
INSTALLATION OPTION 2
ANCHORED THROUGH FRAME
DIRECTLY INTO CONCRETE/CMU.
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND 1X
BUCKSTRIP INTO CONCRETE/CMU,
SEE NOTE 2, THIS SHEET,
® —� EMBEDMENT
1/4" MAX. 1/4" MAX.
�— SHIM 2 (4 SHIM
EDGE
i 5 DISTANCE
i I 1
Ul a
F-7L 1„THICK LG. TYP. ANCHOR TYPE,
EMBEDMENT AND
® EDGE DISTANCE PER
SUBSTRATE,SEE
d TABLE 2, SHEET 2.
LAC
OL 7/8" THICK I.G. `
FLANGE EXTERIOR VISIBLE LIGHT WIDTH 7
EQ
FRAME
SHOWN 'LEG/BBOO
X
BUCK WIDTH FRAME
SHOWN
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS
LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT
AND EDGE DISTANCE LIMITS, ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY SIDE OF THE
WINDOW,
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS
PER TABLE 2, SHEET 2, 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 OR ARCHITECT OF RECORD,
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED
TO AS DAYLIGHT OPENING) IS MEASURED FROM
1" THICK I.G. BEADING TO BEADING.
° a
INSTALLATION a °
TYP. ANCHOR TYPE,
EMBEDMENT AND
EDGE DISTANCE PER
SUBSTRATE,SEE
TABLE 2, SHEET 2.
1/4" MAX. SHIM
° � d ° I EMBEDMENT
1
OPTION 2
ANCHORED THROUGH
FRAME DIRECTLY INTO CONCRETE/CMU. VERTICAL SECTION B-B
EDGE DISTANCE
VISIBLE LIGHT FORMULAS
WIDTH: BUCK WIDTH - 4-3/16"
HEIGHT: BUCK HEIGHT - 4-3/16"
HORIZONTAL SECTION A -A
DADS APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 3, SHEET 2.
1/4" MAX.
SHIM #10 OR #12 STEEL
- SMS (G5), SEE —
TABLE 2, SHEET 2.
FLANGE
FRAME
SHOWN
INSTALLATION
OPTION 4
ANCHORED THROUGH FRAME INTO METAL
EXTERIOR
1/4 MAX. SHIM
EQUAL
LEG/BOX
FRAME
SHOWN
INSTALLATION
OPTION 4
ANCHORED THROUGH FRAME INTO METAL
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480-1600
CERT. OF AUTH. #29296
VINYL FIXED WINDOW NOA (LM&SM) � 9/9/14
FLANGE & EQUAL-LEG/BOX FRAMES c cc J ROSOWSKI
PW-5520 NTS 3 OF 11 1): z MD-5520.0 B
0
R�
NO CHANGES THIS
°3
�s /l
A. LYNN MILLER, P.E.
P.E.# 58705
INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES
INSTALLATION OPTION 5
ANCHORED THROUGH
INTEGRAL FIN INTO 2X WOOD — EMBEDMENT
FRAME OR BUCKSTRIP, SEE
NOTE 2, THIS SHEET. --
J-CHANNEL
FRAME
SHOWN
1
C�
BUCK VISIBLE
HEIGHT LIGHT
HEIGHT
EXTERIOR
a
3
INTEGRAL
FIN
FRAME
SHOWN
INSTALLATION
OPTION 5
ANCHORED THROUGH
INTEGRAL FIN INTO 2X
WOOD FRAME OR
BUCKSTRIP, SEE NOTE 23
THIS SHEET.
5
7/8" THICK I.G.
1-GE DISTANCE
�1/4" MAX. SHIM
TYP, ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE
SEE TABLE 3, SHEET 2.
(NAIL SHOWN)
NOTES:
1/4" MAX. SHIM
EMBEDMENT ��—
t
EDGE
DISTANCE
TYP. ANCHOR TYPE,
EMBEDMENT AND
EDGE DISTANCE PER
SUBSTRATE,SEE
TABLE 2, SHEET 2.
(SCREW SHOWN)
1) USE ONLY SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLES 2 & 3, SHEET 2.
FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS, ANY INSTALLATION OPTION SHOWN MAY
BE USED ON ANY SIDE OF THE WINDOW,
2) MASONRY ANCHORS MAY BE USED INTO WOOD
AS PER TABLE 2, SHEET 2. 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 OR ARCHITECT OF RECORD,
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO
REFERRED TO AS DAYLIGHT OPENING) IS
1"THICK I.G. MEASURED FROM BEADING TO BEADING.
VERTICAL SECTION D-D
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 3, SHEET 2.
(SCREW SHOWN)
1/4" MAX.
SHIM
EDGE
DISTANCE
J-CHANNEL
FRAME
SHOWN
INSTALLATION
OPTION 6
�— ANCHORED THROUGH
FRAME INTO 2X WOOD
FRAME OR BUCKSTRIP. SEE
NOTE 2, THIS SHEET.
1
INSTALLATION
OPTION 5 1/4" MAX. SHIM
ANCHORED THROUGH INTEGRAL FIN
INTO 2X WOOD FRAME OR BUCKSTRIP. EDGE DISTANCE
SEE NOTE 2, THIS SHEET, Hl
3
5' ol'�� i T
EMBEDMENT
1„THICK LG.
aINTEGRAL TYP, ANCHOR TYPE,
FIN EMBEDMENT AND EDGE
718" THICK I.G. 0 FRAME DISTANCE PER SUBSTRATE,
SHOWN SEE TABLE 3, SHEET 2.
EXTERIOR F VISIBLE LIGHT WIDTH 7 (NAIL SHOWN)
a
BUCK WIDTH -
HORIZONTAL SECTION C-C
DADS APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2.
1/4" MAX. SHIM
�a
INTEGRAL FIN
FRAME SHOWN
INSTALLATION OPTION 7
#10 OR #12 STEEL_
SMS (G5), SEE
TABLES 2 & 37
SHEET 2.
INSTALLATION THROUGH THE INTEGRAL FIN,
INTO METAL, SEE TABLE 3, SHEET 2.
VISIBLE LIGHT FORMULAS
WIDTH: BUCK WIDTH - 4-3/16"
HEIGHT: BUCK HEIGHT - 4-3/16"
SHIM
FIN AND/OR , IL
FLANGE MAY BE
REMOVED IN -FIELD
EXTERIOR
n_ 0
v INSTALLATION OPTION 8
INSTALLATION THROUGH THE FRAME,
INTO METAL, SEE TABLE 2; SHEET 2.
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480-1600
CERT. OF AUTH. #29296
;� VINYL FIXED WINDOW NOA (LM&SM) � 9/9/14
J-CHANNEL & INTEGRAL FIN FRAMEo m J ROSOWSKI
U PW-5520 NTS 4 OF 11 z MD-5520.0 c B
NO CHANGES THIS SHEET.
stE1��!8t!?a. f:
A. LYNN MILLER, P.E.
P.E.# 58705
—► 7/8" NOM. 7-
5/16" A/A PVB
7/16" AIR SPACE-
1/8" A GLASS -
aEXTERIOR
GLASS TYPE 7
7/16"
A/A
PVB
7/16"
AIR
SPACE
—�% 7/8" NOM,
5/16" A/A PVB
7/16"AIR SPACE
GLASS -
EXTERIOR
7/16" AIA PVB
3/8" AIR SPACE
GLASS TYPE 8
- 7/8" NOM. -�--
5/16" A/A PVB
3/8" AIR SPACE
EXTERIOR
AID
7/16" A/A PVB
AIR SPACE
GLASS TYPE 9
1" NOM. ►-
-� 7/8" NOM. -�—
A/A PVB
3/8" AIR SPACE
GLASS -
EXTERIOR
7/16" A/A SG
3/8" AIR SPACE
1/8" T GLASS � 3/16" A GLASS � 3/16" T GLASS GLAS(Z-
aEXTERIOR G] EXTERIOR r] EXTERIOR < EXTERIOR
7/16" A/A SG
3/8"AIR SPACE
3/16" T GLASS
EXTERIOR
GLASS TYPE 11
1" NOM. -►{
GLASS TYPE 15
"A" =ANNEALED
"H" =HEAT STRENGTHENED
"T" =TEMPERED
"PVB" _ .090" TROSIFOLO
PVB BY KURARAY AMERICA, INC.
"SG" = .090" SENTRYGLASO
INTERLAYER BY KURARAY AMERICA, INC.
7/16" AIR SPACE
1/8" T GLASS -
EXTERIOR
GLASS TYPE 12
1" NOM.
GLASS TYPE 16
GLASS TYPES 14 THROUGH
17 MAY NOT BE USED WITH
J-CHANNEL OR INTEGRAL
® FIN FRAMES
7/16" H/H SG
3/8" AIR SPACE
GLASS -
EXTERIOR
GLASS TYPE 13
1" NOM.
GLASS TYPE 17
cvrco�no
GLASS TYPE 10
GLASS TYPE 14
1/2" NOM.GLASS
BITE TYP.
TYP. GLAZING DETAIL
Y
m
U)
AOL
0
®
o
0
N
O
ram,,
-,
�
O
Mfg
OJ
LL
�
UMCJ(j
U
U
o
75
'ON
Z
()
06
oMa
o
2
oLL
°
z
°
aa4S
O
z
-
(n
Q
I—
0
Q
�
alzS
O
(A
z
C\l
J
N
U
Z
Q
>
C�
a1}�l
�nsaQ
sauaS
O
-.
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 4:
Window
Dimensions
�� 51.05
� 54
18
+/-50
+/-50
20
+/-50
+/-50
22
+/-50
+/-50
24
+/-50
+/-50
26
+/-50
+/-50
28
+/-50
30
+/-50
32
M+/�50
+/-50
34
+/-50
0
36
+/-50
+/-50
38
+/-50
+/-50
40
+/-50
+/-50
42
+J-50
+/-50
44
+/-50
+/-50
46
+/-50
+/-50
48
+/-50
+/-50
51.05
+/-50
TABLE 5�
Window Design Pressure, psf}
1/8" A Cap - Airspace - 5/16" A/A with PVB
Long Side (in)
56 58 62 64 68
+1-50 +1-50 +/-50 +/-50 +/-50
+1-50 +/-50 +1-50 +/-50 +/-50
+1-50 +/-50 +/-50 +/-50 +/-50
+1-50 +/-50 +/-50 +/-50 +/-50
+1-50 +/-50 +/-50 +/-50 +/-50
+I-50 +/-50 +/-50 +/-50 +/-50
+/-50 +/-50 +/-50 +/-50 +/-50
+1-50 +/-50 +/-50 +/-50 +/-50
+1-50 +/-50 +1-50 +/-50 +/-50
+/-50 +/-50 +/-50 +/-50 +/-50
+i-50 +/-50E +/-50 +/-50 +/-50
+1-50 F+/-50 +/-50 +/-50
50 +/-50 +/-50
+1-50 +1-50
+1-50
Use this table
for Glass
Type:
Z:
7
MAX. O.C. SPACING IF ANCHORING
THROUGH THE FRAME PER SHEETS 3 & 4
MAX. O.C. SPACING IF ANCHORING
THROUGH THE INTEGRAL FIN PER SHEET 4
APPLIES TO A, B, C OR
(SEE TABLE
D ANCHORS
2)
APPLIES TO E OR F ANCHORS
(SEE TABLE 3)
15"
4"
Window
Design Pressure,
{+/- pS'�
Use this table
for Glass
Type
$
1/8" T Cap - Airspace - 5/16" A/A with PVB
Window
Long Side (in)
Dimensions
60.926
64
66
68
70
74
77
80
84
87
92
97
99
32
+/-50
+/-50
+1-50
+1-50
+1-50
+/-50
+/-50
+i.-50
+/-50
+/-50
+/-50
+/-50
+/-50
34
+/-50
+/-50
+/-50
+1-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+1-47.3
+/-46.7
36
+/-50
+/-50
+/-50
+1-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-47.5
+/-45.4
+/-44.6
38
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-49.1
+/' 46.1
+/-43.9
40
+1-50
+/-50
+1-50
+r'-50
+/-50
+1-50
+/-50
+/-50
+/-48.2
+1-45.1
42
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-49.8
+/-47.4
44
+1-50
+/-50
+1-50
+"-50
+/-50
E+/�50
+/-50
+/-50
+/-48.9
46
+/-50
+/-50
+1-50
+-50
+1-50
+/-50
+/-49.9
0
48
+/-50
+/-50
+/-50
+I-50
+/-50
+/-50
+/-50
50
52
54
56
58
60.926
+/-50
+1-50
+/-50
+/-50
+/-50
MAX. O.C. SPACING IF ANCHORING
THROUGHTHE FRAME PER SHEETS 3 &4
MAX. O.C. SPACING IF ANCHORING
THROUGH THE INTEGRAL FIN PER SHEET 4
+1-50 +I-5fl
+1-50 +i-50
E+/-50
+/-50 +/-50
+;_5fl
APPLIES TO A, B, C OR D ANCHORS
(SEE TABLE 2)
APPLIES TO E OR F ANCHORS
(SEE TABLE 3)
+1 50 + -50
+/-50
+/-50
15"
3.5" FOR E ANCHORS, 4" FOR F ANCHORS
+/-50
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN,
LONG
SIDE
-►-- LONG SIDE —1
SHORT �/
SIDE
SHORT
SIDE
-�-- LONG SIDE
SHORT �/
SIDDE
1
j
SHORT
�I SIDE
NOTES:
1) BUCK DIMENSIONS SHOWN.
LONG
SIDE
1
2) FOR SIZES NOT SHOWN, ROUND UP TO THE
NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR
ARCHITECTURAL WINDOWS (SEE SHEET 2),
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLES) ABOVE WHICH THE ARCHITECTURAL
WINDOW WILL COMPLETELY FIT WITHIN,
NO CHANGES TH
OJ
t
LD
��`�P1�i,R•! t�1�
A. LYNN MILLER, P.E.
P.E.# 58705
&1=�Sv
Window Design Pressure, (+/- psf)
Use this table
for Glass
Types:
9 & 10
3/16" A Cap - Airspace - 5/16" A/A with PVB
3/16" T Ca
- Airspace
- 5/16" A/A with PVB
Window
Long Side (in)
Dimensions
60,926
64 66
68
70
74
77
80
84
87
92
97
99
32
+/-50
+/-50 +/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+J-50
+/-50
+/-50
+/-50
+/-50
34
+/-50
+/-50 +/-50
+1-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
36
+/-50
+/-50 +/-50
+1-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
38
+/-50
+/-50 +/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
40
+/-50
+/-50 +/-50
+J-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
c
42
+/-50 +/-50
+/-50
+,-50
+/-50
+/-50
+/-50
+/-50
+/-50
v
44
+1-50 +/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+1-50
rn
46
g+/-5O
+/-50 +/-50
+/-50
+1-50
+/-50
+/-50
+/-50
0
48
+/-50 +/-50
+/-50
+/-50
+/-50
+/-50
co
50
+/-50
+/-50 +/-50
+/-50
+/-50
+J-50
MAX. O.C. SPACING IF ANCHORING
THROUGH THE FRAME PER SHEETS 3 & 4
MAX. O.C. SPACING IF ANCHORING
THROUGH THE INTEGRAL FIN PER SHEET 4
52
+J-50 +J-5Q
+J-50
+J-50
54
+1_50 +t-50
+/-50
APPLIES TO A, B, C OR D ANCHORS
(SEE TABLE 2)
APPLIES TO E OR F ANCHORS
(SEE TABLE 3)
56
E+I-50
+/-50 +J-50
58
+/-50E
15"
3.5" FORE ANCHORS, 4" FOR F ANCHORS
60.926
TABLE 7:
,�„/_ s Use this table
Window Design Pressure, ( p for Glass 11
1/8" T Cap - Airspace - 7/16" A/A with PVB Ty Pe:
Window Long Side (in)
Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99
32 +J-70 +/-70 +11-70 +1-70 +J-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +J-70 +/-70
34 +/-70 +/-70 +1-70 +L70 +/-70 +J-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70
36 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70
38 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70
40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70
c
42 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70
a 44 +1-70 +/-70 +/-70 +;-70 +/-70 +/-70 +/-70 +/-70 +/-70
cry 46 +/-70 +/-70 +1-70 +1-70 +/-70 +1a0 +/-70 +/-70
mac° 48 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70
cr) 50 +/-70 +/-70 +/-70 +;-70 +/-70 +/-70
52 +/-70 +/-70 +1-70 +1-70 +/-70
54 +/-70 +/-70 +,-70 +;'-70
56 +/-70 +/-70 +/-70
E58 +/-70 +/-70
60.926 +1-70
MAX. O.C. SPACING IF ANCHORING
MAX. O.C. SPACING IF
ANCHORING
THROUGH THE FRAME PER SHEETS 3 & 4
THROUGH THE INTEGRAL
FIN PER SHEET 4
APPLIES TO B. C OR D ANCHORS
APPLIES TO F ANCHORS
(SEE TABLE 2)
(SEE TABLE
3)
15.5"
4"
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN,
LONG
SIDE
�-� LONG SIDE
SHORT
SIDE
+ SHORT i
1 —® SIDE
® LONG SIDE --►�
SHORT
SIDE
SHORT
SIDE
NOTES:
1) BUCK DIMENSIONS SHOWN.
cr
i
LONG
SIDELIU
2) FOR SIZES NOT SHOWN, ROUND UP TO THE
NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2)
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLES) ABOVE WHICH THE ARCHITECTURAL
WINDOW WILL COMPLETELY FIT WITHIN,
i niJ Jncc i .
Y
m
Cn
Aar
o
0
o
i-
ti
Q
o
aioQ
ry
L0
L0
J
xe
75
Z
(n
'ON
W
..
06
DMa
o �
�
O
z
Q
W
0
m
LL
O
<
ti
m
W
4aa4S
®
c
Z
=
H
Q
W
Q
W
0'
01oas
LL
X
am
0
0
LL
z
N
~
(D
LO
U
z
cn
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tt
5
CF t� ��
S`I� 4`It
A. LYNN MILLER, P.E.
P.E.# 58705
rra 3miW
Window resign Pressure, (}1- ps#1
Use this table
for Glass
Types:
12
3/16" A Gap - Airspace - 7/16" A/A with PVB
Window
Long Side (in)
Dimensions
69.649
71
73 75 78
80
85
86
89
92 96
99
32
+1-70
+/-70
+/-70 +1-70 +/-70
+/-70
+/-70
+/-70
+/-70
+/-70 j +1-70
+/-70
34
+/-70
+/-70
+1-70 +/-70
+/-70
+/-70
+/-70
+/-70
+1-70 +/-70
+/'70
36
+,-70
+/-70
P+i-70
+/-70 }1-70/-70
+/-70
+/-70
+/-70
+/-70
+1-70 +/-70
+/-70
38
+/-70
+/-70
+1-70 +/-70/-70
+/-70
+/-70
+1-70
+/-70
+1-70 +1-70
+/-70
40
+/-70
+/-70
+/-70 +1-70 /-70
+/-70
+/-70
+/-70
+/-70
+/-70 +/-70
+/-70
42
+/-70
+/-70
+/-70 +/-70 +/-70
+/-70
+/-70
+/-70
+/-70
+/-70 +/-69.5
+/-66.7
44
+1-70
+/-70
+1-70 +1-70 +1-70
+/-70
+/-70
+/-70
+1-70
+/-69.9 +/-66.4
+/-63.7
46
+/-70
+/-70
+/-70 +1-70 +/-70
+/-70
+1-70
+/-70
+/-69.9
+/-67.4 +/-63.9
+/-61.7
E
48
+1-70
+/-70
+/-70 +, -70 +/-70
+/-70
+1-70
+/-70
+/-67.8
+/-65.3 j +/-61.9
+/-59.7
�0
50
+/-70
+/-70
+/-70 +/-70 +/-70
+1-70
+/-69.5
+/-68.5
+1-65.9
+i-63.4 +/-59.9
3
52
+/-70
+/-70
+1-70 +/-70 +/_ 70
+ _
/ 70
+; 67.8
+/-66.9
+/-64.2
+/-61.6
cea
54
+/-70
+/-70
+/-70 +/JO +/-70
+1-70
+1-66.2
+/-65.3
+/-62.5
56
+/-70
+1-70
+1-70 +1-70 +/-70
+/-69.2
+/-64.7
+/-63.8
57
+/-70
+/-70
+ -70 +'-70 +1-69.8
+1-68.1
+/-64
60
+1-70
+,-70
+/-70 +/-69.7 +1-67
+/-65.3
MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING
THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET 4
62
+/-70
+1-70
+/$9 9 +1 67 9 ,1 A=
64
+1 70
+/ 70
+/ 68 3 +r 66 3
APPLIES TO B. C OR D ANCHORS APPLIES TO F ANCHORS
(SEE TABLE 2) (SEE TABLE 3)
66
+/ 69 9
+/ 68 9
+3 66 7
68
+ -68.4
+167.4
15.5 4"
69.649
+1-67.1
TABLE 9:
Dimensions
� 69.649
� 71
34r+/J0
+/-70
36
+/-70
38
+/-70
40
+/-70
42
+/-70
44
+1-7fl
46
+/-70
=
48
+/-70
�
50
+1-70
+1-70
t9�
52
+;-70
+/-70
54
+/-70
+;-70
56
+/-70
+1-70
57
+1-70
+/-70
60
+/-70
+/-70
62
+1-70
+/-70
64
+/-70
+/-70
66
+/-70
+/-70
68
+1-70
+/-70
69,649
+/-70
VVind� �es�gn Pressure, {+1- psij
3116" T Cap - Airspace - 7/16" A/A With PVB
Long Side (in)
73 75 78 80 85
+1-70 +;-70 +1-70 +/-70 +/-70
+/-70 +;-70 +/-70 +1-70 +1-70
+1-70 +/-70 +1-70 +/-70 +1-70
+/-70 +/-70 +1-70 +/-70 +/-70
+;-70 +/-70 +1-70 +1-70 +1-70
+ -70 +,'Jfl +/-70 +/-70 +/-70
+/-70 +1-70 +/-70 +/-70 +/-70
+;-70 +.'-70 +1-70 +1-70 +1`-70
-70 +?-70 +1-70 +/-70 +/-70
+1 JO +; -70 +1-70 +1-70 +/-70
+1-70 +1-70 +/-70 +1-70 +/-70
+/-70 +1-70 E+E/-70
+1-70 +/-70
+1-70 +1-70 +1-70 +1-70
+/-70 +1-70 +/-70 +/-70 +/-70
+1-70 +; -70 +/-70 +/-70
+/-70 +1-70 +/-70
+/-70 +1-70
+/.70
Use this table
for Glass '� 3
Type:
+1.70
+/-70
+/-70 +/-70
+/-70
+1-70
+;-70
+/-70 +/-70
+/-70
+/-70
+/-70
+/-70 +/-70
+/-70
T/-10
+1-70 +/-70
+/-70
+/-70
+/-70 +/-70
+/-70
+1-70
+1-70
+,'-70 +/-70
+/-70
+1-70
+/-70
+/-70 +/-70
+/-68.6
+1-7fl
+/-70
+/-70 +/-68.8
+/-66.3
+)-70
+'-70
+,-70 +/-66.6
+;-70
+/-70
+/-68.5
+1-70
+/-69.5
+1-70
MAX. O.C. SPACING IF ANCHORING
MAX. O.C. SPACING IF ANCHORING
THROUGH THE FRAME PER SHEETS 3 & 4
THROUGH THE INTEGRAL FiN PER SHEEP 4
APPLIES TO B, C OR D ANCHORS
APPLIES TO F ANCHORS
(SEE TABLE 2)
(SEE TABLE 3)
15.5"
3.9"
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN,
LONG
SIDE
j - LONG SIDE
4 r
SHORT ,
SIDE
y
SHORT ice_
SIDE
SHORT
SIDE
-�--- LONG SIDE
I'
i
SHOR
SIDE
T
NOTES:
1) BBUCK DIMENSIONS SHOWN.
LONG
SIDE
1
2) FOR SIZES NOT SHOWN, ROUND UP TIMO THE
NEXT AVAILABLE SHORT OR LONG DENSION
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2)
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLES) ABOVE WHICH THE ARCHITECTURAL
WINDOW WILL COMPLETELY FIT WITHIN.
r p
3
'
-
NO CHANGES THIS SHEET.
c�
SHOR
SIDE
T
NOTES:
1) BBUCK DIMENSIONS SHOWN.
LONG
SIDE
1
2) FOR SIZES NOT SHOWN, ROUND UP TIMO THE
NEXT AVAILABLE SHORT OR LONG DENSION
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2)
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLES) ABOVE WHICH THE ARCHITECTURAL
WINDOW WILL COMPLETELY FIT WITHIN.
r p
3
'
-
NO CHANGES THIS SHEET.
c�
)
,�t=:iIPE,`lt,e
kC
0. D' .03
tp, n e')s
A. LVNiJ IMILLER, P.E.
P.E.# 58705
TABLE 10:
TAI0415r"
Dimensions
69.649
32
+80/-110
34
+80l-110
36
+80/-110
38
+80/-109.7
40
+80/A06.3
42
+80/-103.3
44
+801-100.7
46
+80/-98.4
G
48
+80/-96.3
50
+801-94.6
t>�
0
52
+80/-93
54
+80/-91.7
56
+80/-90.5
57
+80/-90
60
+80/-87.2
62
+80/-84.6
64
+80/-82.9
66
+80/-81.1
68
+1-79.3
69.649
TABLE 11:
Window
Dimensions
36
40
42
44
48
50
51
54
c
56
58
61
co
63
64
66
68
70
72
74
76
77,76
77,76
+80/-110
+801-110
+80/-110
+80/-107.3
+8fl/-102
+80/-99.8
+80/-98.8
+80/-96A
+80/-94
+801-91.4
+80/-87.8
+80/-85.5
+80/-84.4
+80/-822
+/-80
+/-78
+/-76
+/-74.1
+/-72.2
+/-70.5
Window Design Pressure, (+/- psfl
3/16" A Cap - Airspace - 7/16" A/A With SG
Long Side (in)
71 73 75 78 80 85
+801-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110
+801-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110
+80/-110 +80/-110 +801-110 +80/-109.5 +80/-108.6 +801-106.8
+80/-108.9 +801-107.8 +80/-106.8 +80/-105.5 +801-104.6 +80/-102.7
+80/-105.5 +80/-104.4 +80'-103.3 +80/-101.9 +80/-101 +80/-99.1
+801-102.5 +801-101.3 +80/-100.2 +80/-98.8 +801-97.9 +801-95.8
+80/-99.8 +801-98.6 +801-97.5 +80/-96 +80/-95 +80/-92.9
+80/-97.5 +801-96.2 +801-95 +80/-93.4 +80/-92.5 +80/-90.3
+80/-95.4 +80/-94.1 +801-92.9 +80/-91.2 +80/-90.2 +80/-88
+80/-93.6 +80/-92.2 +80/-90.9 +80/-89.2 +80/-88.2 +80/-85.4
+80/1192 +80/-90.5 +80/-89.2 +80/-87.4 +80/-86.4 +801-83.3
+80/-90.6 +80/-89.1 +80/-87.7 +80/-85.8 +80/-84.7 +80/-81.3
+80;-89.4 +801-87.8 +801-86.4 +80/-84.4 +80/-83.2 +/-79.3
+801-88.8 +80/-87.2 +80/-85.8 +801-83.4 +80/-82 +/-78.4
+801-86 +801-84 +80/-82.5 +801-80A +/-78.6
+80/-83.8 +80/-82.1 +80/-80.4 +/-78
+801-82 +80/-80.1 +/-78.4
+80/-80.1 +/-78.3
+/-78.4
86
89
+80/-110
+801-110
+80/-110
+801-110
+80/-106.5
+80/-105.5
+80/-102.4
+80/-101.4
+80/-98.7
+80/-97.7
+80/-95.5
+801-94.5
+801-92.6
+80/-91.5
+80/-89.9
+80/-88.1
+80/-87.6
+80/-84.6
+801-84.5
+80/-82.4
+80/-82.5
+80/-80.2
+801-80.4
+/-78.1
+/-78.5
WA
+80/-110
+80/-109.4
+80/-104.7
+80/-100.5
+80/-96.8
+80/-93.5
+80/-90.4
+80/-85.5
+80/-82.6
+/-78
Use this table
for Glass
Type:
96
+80/-110
+80/-108.3
+80/-103.6
+80/-99.4
+80/-95.7
+80/-92.4
+80/-87.1
+80/-83.1
+80/-80.2
+/-77.6
99
+80/-110
+80/-107.6
+80/-102.9
+80/-98.7
+80/-95
+80/-90.7
+80/-84.7
+80/-81.6
+/-78.6
MAX. O.C. SPACING IF ANCHORING
THROUGH THE FRAME PER SHEETS 3 & 4
MAX. O.C. SPACING IF ANCHORING
THROUGH THE INTEGRAL FIN PER SHEET 4
APPLIESTO B, C OR D ANCHORS
(SEE TABLE 2)
NOT APPLICABLE
13.2"
Window Design Pressure, (+/- psf)
3/16" T Cap - Airspace - 7116" A/A with SG
79
81
+80/-110
+80/-110
+80/-110
+ $0l-11 fl
+80/-109.8
+80/-108.8
+801-106.7
+80/-105.7
+80/-101.3
+801-100.3
+80/-99.1
+80/-98
+80/-98
+80/-96.9
+801-95.3
+80/-94
+80/-932
+80/-91.6
+80/-90.6
+80/-89
+80/-87
+801-85.3
+80/-84,6
+801-82.8
+80/-83.5
+80/-81.7
+80/-81.2
+/-79.4
+/-79.1
+/-77.2
+/-77.1
+/-75
+1-75
+/-73
+/-73
+/-71
+/-71.1
E:It3
+80/-110
+80/-110
'ufl176[f=
121017 OMN
Mt11X*1
:1 'OV1
+80/-95.8
+801-92.1
+80/-90.1
+80/-87.5
+80/-83.6
`.IE�f7�li�i
+/-80
+/-77.6
+/-75.4
+/-73.2
E;1,
+80/-110
+80/-110
+80/-106.7
+80/-103.4
10100%&
+80/-92.8
+80/-89.4
+80/-87.2
"MINIEli*1111il
:1 E (0
MK11
+/-77.5
+/-75
+/J217
+/-70.5
IN
+80/-110
1Z17ADIO
WeRMI S]
+80/-103
+8fl/-93.1
+80/-92
+80/-88.5
+80/-86.3
W411711AWA
!I&TOX A
+/-78
+/-76.6
+/-74.2
+/-71.9
91
94
+80/-110 !,
+80/-110
+80/-108.5
+80/-107.5
+80/-104.8
+80/-103.8
+80/-101.4
+80/-98.6
+80/-92.5
+80/-90.4
+80/-89.9
+80/-87.7
+80l-88.7
+80/-86.4
+80l-85.1
+801-82.7
+80/-82.8
+80/-80.2
+80/-80.6
+/-78
+/-77.3
+/-74.6
+/-74.8
+/-72.3
+/-73.5
+/-71.2
+/-71
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN, I
LONG
SIDE
LONG SIDE
1 L
SHORT
SIDE
SHORT
1 SIDE -
SHORT
SIDE
t
--- LONG SIDE
I
GLASS TYPES 14 THROUGH
17 MAY NOT BE USED WITH
J-CHANNEL OR INTEGRAL
® FIN FRAMES,
Use this table
for Glass 15
Type:
96
99
104
107
111
+801-110
+80i-110
+80/-110
+80/-110
+80/-110
+80/-106.9
+80/-106.1
+80/-104.8
+80/-104.1
+80/-103.3 11
wlwi
+80/-103.2
+80/1,1100,8
+80/-97.7
+80/-96.4
+80/-94.8
+80/-96.7
+80/-94.1
+80/-91.4
+80/-90.3
+80/-89.2
+80l-892
+80/-87.3
+80/-84.4
+80/-82.7
+80/-80.5
+801-86.2
+80/-84.3
+80/-81 A
+/-79.3
+/-77
+801-85
+80/-82.8
+/-79.6
+/-77.7
+/-75.3
+80/-81.1
+/-78.9
+/-75.3
+/-73.2
+/-70.6
+/-78.6
+/-76.3
+/-72.5
+/-70.5
+/-76.3
+/-73.8
+/-7fl2
+1-72.8
+1-70.4
+/-70.6
MAX. O.C. SPACING IFANCHORING
THROUGH THE FRAME PER SHEETS 3 & 4
MAX. O.C. SPACING IF ANCHORING
THROUGH THE INTEGRAL FIN PER SHEET 4
APPLIES TO B, C OR D ANCHORS
(SEE TABLE 2)
NOT APPLICABLE
13.2"
g D',
I
I
SHORT
-�. SIDE ® -
NOTES:
1) BUCK DIMENSIONS SHOWN,
2) FOR SIZES NOT SHOWN, ROUND UP TO THE
NEXT AVAILABLE SHORT OR LONG DIMENSION,
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2)
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL
WINDOW WILL COMPLETELY FIT WITHIN.
IVV l..l'"INIV ICJ 11'lIJ JI-iGC 1 .
E�
YFCN:�J�l
>
WrnO0a,GaLr)
0ry
0
co
O
0
Xe
OJ
U-
0
LIMGJ(f
U
U
o
75
'ON
IWCo
- Z
(n
W
06
5MG
o >
0
o
z
o
Q
w
0
�j
LL
Z
co
0
Frn
M
W
aa4S
Z
=
Q
W
�t
W
ry
0103S
LL
x
In
O
o
LL
z
CV
~
J
0
LLn
u
Z
W
>
�-
aN'1
'GsaQ
sauaS
i1 f
e
:I� III
rry
}
w
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 12:
Window
Dimensions
�I 60.926
1 64
I 66
32
+80/-110
+801-110
+801-110
34
+80/-110
+80/-110
+801-110
36
+80/-110
+80/-110
+80r'-110
38
+80/-110
+80/-110
+801-110
40
+801-110
+801-110
+801-110
42
+801-110
+801-110
+801-110
44
+801A 10
+80/A 10
+801-110
a
cn
46
+801-110
+80/-110
+801-110
0
48
+801-110
+80/-110
+801-110
50
+801-110
+80/-110
+80/-110
52
1-11
+80......_...0...........+80
/ -110
_..+8-•—
0/-110
54
+801-110
+80/-110
+801-110
56
+801-110
+801-110
+801A 10
58
+801-110
+80/-110
60.926
+801-110
TART F 93�
Window
Window Design Pressure, (+/- psfl
T Cap - Airspace - 7/16" H/H with SG
Long Side (in)
68 70 74 77
+80/-110 +80/-110 +80/-110 +80/-110
+80/-110 +80/-110 +80/-110 +80/A 10
+801-110 +80/-110 +801-110 +80/-110
+80/-110 +80/-110 +80/-110 +80/-110
+80/-110 +80/-110 +80/-110 +80/-110
+80/-110 +80/-110 +80/-110 +80/-110
+80/-110 +80/-110 +80/-110 +80/-110
+80/-110 +80/-110 +80/-110 +80/-110
+801-110 +80/-110 +801-110 +80/-110
+80/-110 +80/-110 +80/-110
+80/A 10 +80/-110
+801-110
Dimensions
�� 77.76
� 79
�
81
� 83
� 86
—
.........36
+8fl/-110
+801-110
+80/-110
+80/-110
+80l-110
40
+801-110
+80/-110
+80/-110
+801-110
+80/-110
42
+80/-110
+801-110
+80/-110
+801-110
+801-110
44
+80/-110
+80/-110
+80/-110
+801-110
+80/-110
48
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
50
+80/-110
+80/-110
+80/-110
+801-110
+801A 10
51
+80/-110
+801-110
+80/-110
+801-110
+80/A
10
54
+80/-110
+801-110
+801-110
+801-110
+80/-110
56
+80/-110
+801-110
+801-110
+80/-110
+80/-110
58
+801-110
+801-110
+801-110
+80/-110
+801A
10
c.�
61
+80/-110
+80/-110
+801-110
+801-110
+80l-110
0
0
U)
63
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
64
+80/-110
+80/-110
+80/-110
+80/-110
+801-110
66
+80/-110
+80/-110
+80/-110
+801A 10
+80/A
10
68
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
70
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
72
+80/-110
+80/-110
+80!-110
+801-110
74
+80/-110
+80/-110
+80/-110
76
+80/-110
+80T110
77.76
+80/-110
1\I tiJK�
+801-110
':� i�l6iit
+80/-110
+801-110
+801-110
+80/-110
+80l-110
+80l-110
+80i-110
+80/-110
:>f:Z�76i[s
+gQ/-110
+80/-110
+80/-110
+80/-110
Use this table
for Glass 0104
Ty pe:
irk
+801-110
+800
+80/-110
+80/-110
99
+80l-110
+800
+801-110
MAX. O.C. SPACING !F ANCHORING
THROUGH THE FRAME PER SHEETS 3 & 4
MAX. O.C. SPACING IF ANCHORING
THROUGH THE INTEGRAL FIN PER SHEET 4
APPLIES TO B, C OR D ANCHORS
(SEE TABLE 2)
NOT APPLICABLE
11.8"
Window Design Pressure, (+/- psfl
3/16" T Cap - Airspace - 7/16" H/H with SG
Long Side (in)
87 91 94 96 99
+$Ql-110 +80/-110 +80/-110 +80/-110 +80/-110
+g0/-110 +80/-110 +80/-110 +80/-110 +80/-110
+801-110 +801-110 +801-110 +80/-110 +80/-110
+80/-110 +80/-110 +801-110 +801-110 +80/A 10
+80l-110 +80/-110 +80/-110 +80/-110 +80/-110
+80/-110 +80/-110 +80l-110 +80/-110 +80/-110
+80/-110 +80/-110 +80/-110 +80/-110 +80/-110
+gQ/-110 +801-110 +80/-110 +801-110 +80/-110
+801-110 +80/-110 +80/-110 +80/-110 +80/-110
+$0/-110 +80/-110 +80/-110 +80/-110 +80/-110
+801-110 +80/-110 +80/-110 +80/-110 +80/-110
+80/-110 +80/-110 +80/-110 +80/-110
+80/A 10 +80/-110 +80/-110
+80/-110 +80/-110
+gQ/-110
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
LONG SIDE
PR
SHORT
�I
SIDElIkQ
SHORT
—� SIDE
SHORT
SIDE
GLASS TYPES 14 THROUGH
17 MAY NOT BE USED WITH
J-CHANNEL OR INTEGRAL
® FIN FRAMES.
SIDE
Use this table
for Glass 17
Type:
104
107
111 �
118 (
120 �
125 �
136 (
144
+80/-110
+80/-110
+80/-110
+80/-110
+80/-1I
+g10
+80/-110
+80/-110
+80l-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+810
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+801-110
+810
+80/-110
+80/-110
+80l-110
+80/-110
+80/-110
+80/-110
+810
+80l-110
+80/-110
+80/-110
+80/-110
+80/-110
+810
+80/-110
+80/-110
+80/-110
+80/-110
+80l-110
+80l-110
+80/-110
+80/-110
+810
+80/-110
+80/-110
+801-110
+80/-110
+80/-110
MAX. O.C. SPACING If ANCHORING
THROUGH THE FRAME PER SHEETS 3 & 4
MAX. O.C. SPACING IF ANCHORING
THROUGH THE INTEGRAL FIN PER SHEET 4
APPLIES TO B, C OR D ANCHORS
(SEE TABLE 2)
NOTAPPLICABLE
911
1) BUCK DIMENSIONS SHOWN.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLES) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN.
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A. LYNN MILLER, P.E.
P.E.# 58705
••l
1l
—" 1,377691 �—
1
,355"
5 .060' j
CANCHOR COVER
1 rot
.864"301625"
1.375
C7/8" BEAD
C1" BEAD
STRUCTURAL
POLYISOBUTYLEN
WITH DESICCANT
EXT. GLASS
3.500"
1.4i83"
1 .1
J-CHANNEL FRAME
SILICONE
STRUCTURAL
SILICONE
1/4" NOM, FOAM
WITH
DESICCANT
EXT.
INT. GLASS
.625"
3.500"
—►— �— .062"
1.483"
02 FLANGE FRAME
HOT —MELT BUTYL
3/16" NOM.
BUTYL &
DESICCANT
FOAM
EXT. GLASS--\
INT. GLASS
3.500"
—■— I—� — .062"
o �ulU o ��JI
1.375" O INTEGRAL FIN FRAME
i
_ALUMINUM
REINFORCEMENT POLYISO—
BUTYLENE
5/16" NOM. SEAL
ROLL —FORMED
STAINLESS STEEL
INT. GLASS
EXT. GLASS
3.500"
1.483"
0 0
4 ; EQUAL LEG/BOX FRAME
DESICCANT FILL AREA
MITERED �/� � w
CORNERS WITH KODISPACE SUPER DURASEALC XL EDGETM
INTERIOR AND 80 81 O 82 83
EXTERIOR 4SG TPS SPACER R NXTTM SPACER SPACER
WELDS
EXTERIOR
Part # ®escriptic�n Material
80 Kommeding 4SG TPS Spacer System
81 Quanex Super Spacer nXT With Hot Melt Butyl See this
Sheet for
82 Quanex Duraseal Spacer Materials
83 Cardinal XL Edge Spacer
REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970
TARI F 1d-
Part
# # Descripticr9 Material
1 620117 J-channel Frame PVC
2 620118 Flange Frame PVC
3 620119 Integral Fin Frame PVC
4 620120 Equal Leg/Box Frame PVC
5 620133 Anchor Cover PVC
6 720136 7/8" Glazing Bead PVC
7 720135 1" Glazing Bead PVC
74 Backbedding, GE 7700 or Dow 791 Silicone
78 71646N ISetting Block (7/8" x 1" x 1/8"), 85 +/- 5 duro. EPDM
nlnTFc�
1) SOME PARTS NOT SHOWN FOR CLARITY.
2) J-CHANNEL FRAME SHOWN, PART #1. OTHER
FRAME TYPES APPLY.
3) ITEMS # 8-733 75-77 & 79 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL,
4) ENERGI PVC TO BE LABELED FOR AAMA
EXTRUDER CODE.
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480-1600
CERT. OF AUTH. #29296
5/16" NOM.
SILICONE SEAL
;� VINYL FIXED WINDOW NOA (LM&SM) � 9/9/14
o BOM & ASSEMBLY C.)m� J ROSOWSKI
PW-5520 NTS 11 OF 11 G z MD-552U Tc�,B
INT. GLASS
3� a Lde
NO CHANGES THIS SHEET.
A. LYNN MILLER, P.E.
P.E.# 58705
REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970
TARI F 1d-
Part
# # Descripticr9 Material
1 620117 J-channel Frame PVC
2 620118 Flange Frame PVC
3 620119 Integral Fin Frame PVC
4 620120 Equal Leg/Box Frame PVC
5 620133 Anchor Cover PVC
6 720136 7/8" Glazing Bead PVC
7 720135 1" Glazing Bead PVC
74 Backbedding, GE 7700 or Dow 791 Silicone
78 71646N ISetting Block (7/8" x 1" x 1/8"), 85 +/- 5 duro. EPDM
nlnTFc�
1) SOME PARTS NOT SHOWN FOR CLARITY.
2) J-CHANNEL FRAME SHOWN, PART #1. OTHER
FRAME TYPES APPLY.
3) ITEMS # 8-733 75-77 & 79 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL,
4) ENERGI PVC TO BE LABELED FOR AAMA
EXTRUDER CODE.
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480-1600
CERT. OF AUTH. #29296
5/16" NOM.
SILICONE SEAL
;� VINYL FIXED WINDOW NOA (LM&SM) � 9/9/14
o BOM & ASSEMBLY C.)m� J ROSOWSKI
PW-5520 NTS 11 OF 11 G z MD-552U Tc�,B
INT. GLASS
3� a Lde
NO CHANGES THIS SHEET.
A. LYNN MILLER, P.E.
P.E.# 58705
nlnTFc�
1) SOME PARTS NOT SHOWN FOR CLARITY.
2) J-CHANNEL FRAME SHOWN, PART #1. OTHER
FRAME TYPES APPLY.
3) ITEMS # 8-733 75-77 & 79 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL,
4) ENERGI PVC TO BE LABELED FOR AAMA
EXTRUDER CODE.
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480-1600
CERT. OF AUTH. #29296
5/16" NOM.
SILICONE SEAL
;� VINYL FIXED WINDOW NOA (LM&SM) � 9/9/14
o BOM & ASSEMBLY C.)m� J ROSOWSKI
PW-5520 NTS 11 OF 11 G z MD-552U Tc�,B
INT. GLASS
3� a Lde
NO CHANGES THIS SHEET.
A. LYNN MILLER, P.E.
P.E.# 58705