HomeMy WebLinkAboutNOA-PVC Fixed WindowMIAMI•DADE
•
DEPARTMENT OF REGULATORY AND ECONONUC RESOURCES
BOARD AND CODE ADMINISTRATION DIVISION
NHANH-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) I N"w.miamidade.gov/econorny
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 othe>;! 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-5540" PVC Fixed Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-5540.0 titled "Vinyl Fixed Casement Window NOA
(LM)", sheets I through 13 of 13, dated 09/09/14, with revision C dated 03/19/20, 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. i
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 renewalapplication 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 and renews NOA# 17-0614.06 and consists of this page I 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 Sifang Zhao, P.E.
NOA No. 20-0401.07
• Expiration Date: September 24, 2025
08/06/2020 Approval Date: August 06, 2020
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED,
1. EVIDENCE SUBMITTED UNDER PREVIOUS N A's
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0415.01)
2. Drawing No. MD-5540.0 titled "Vinyl Fixed asement Window NOA (LM)", sheets
1 through 13 of 13, dated 09/09/14, with revision B dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test r er FBC, TAS 201-94
3) Cyclic Wind Pressure Load ng 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(o spacer system, Supe Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8 68 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 previous NOA No. 16-071419)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressurc Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per BC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
5) Large Missile Impact Test I ier FBC, TAS 201-94
6) Cyclic Wind Pressure Load ng per FBC, TAS 203-94
along with marked -up drawings and installatio diagram of a series 5520/5420 PVC
fixed windows, prepared by Fenestration Testi g Laboratory, Inc., Test Report No.
FTL-7897, dated 09/03/14, signed and sealed y Idalmis Ortega, P.E.
(Submitted under NOA No. 15-041 S 01)
3. Test reports on: 1) Air Infiltration Test, per FI C, TAS 202-94
2) Uniform Static Air Pressur Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per�BC, TAS 202-94
4) Forced Entry Test, per FB 2411.3.2.1, and TAS 202-94
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 5540/5440 PVC
casement picture windows, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-8128, dated 02/10/15, signed and sealed by Idalmis Ortega, P.E.
and with marked -up drawings and installation diagram of a series 5540/5440 vinyl
fixed windows w/tube mullion, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-8174, dated 03/31/15, signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 15-0415. 01)
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0401.07
Expiration Date: September 24, 2025
Approval Date: August 06, 2020
E-1
PGT Industries, Inc.
B. TESTS (CONTINUED)
4. Additional, Reference test report FTL-8183 p r TAS 201, 202 & 203-94, issued by
Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0415. 01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014) and FBC-6th Edition (2017), dated 09/15/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. NOA No. 16-1117.01 issued to Kuraray Ame ica, Inc. for their "Trosifol®
Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19.
2. NOA No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas®
(Clear and White) Glass Interlayers", expiring on 07/04/18.
3. NOA No. 16-0712.03 issued ENERGI Fenestr tion Solutions USA for their "White
Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/28/18.
4. NOA No. 16-0712.04 issued to ENERGI Fene tration Solutions USA, Inc. for their
"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for
Windows and Doors", expiring on 04/16/20.
5. NOA No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their
"Performance Core Rigid PVC Exterior Ex rusions for Windows and Doors",
expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance to FBC-5th E , ition (2014) and FBC-6th Edition
(2017) dated 08/29/17 and Statement letter of o financial interest, dated 06/09/17,
issued by manufacturer, signed and sealed by nthony Lynn Miller, P.E.
2. Proposal No. 16-0125 issued by the Product C�ntrol Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
3. Proposal issued by the Product Control Section, dated 09/29/14 and revised on
10115114, signed by Jaime D. Gascon, P.E. (Submitted under NOA No. 15-0415.01)
G. OTHERS
1. NOA No. 16-0714.19, issued to PGT Industries, Inc. for their Series "PW-5540"
Vinyl Fixed Windows — LMI, approved on 09/01/16 and expiring on 09/24/20.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0401.07
Expiration Date: September 24, 2025
Approval Date: August 06, 2020
E-2
PGT Industries, Inc.
2. NEW EVIDENCE SUBMITTED UNDER PREVI
A. DRAWINGS
1. Drawing No. MD-5540.0 titled "Vinyl Fixed
1 through 13 of 13, dated 09/09/14, with i
manufacturer, signed and sealed by Anthony l
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per 17131
2) Uniform Static Air Pressure
3) Water Resistance Test, per F
4) Large Missile Impact Test p
5) Cyclic Wind Pressure Loadi
6) Forced Entry Test, per AST]
along with marked -up drawings and installation
representative units listed below and tested to q
silicones, prepared by Fenestration Testing Lab
FTL-7897, PGT PW5520 PVC Fixed Window
FTL-20-2107.1, PGT SGD780 Aluminum Slid
FTL-20-2107.2, PGT CA740 Alum. Outswing
FTL-20-2107.3, PGT PW7620A Aluminum Fi
FTL-20-2107.4, PGT PW7620A Aluminum Fi
dated 07/13/20, all signed and sealed by Idalmi
NOA's
;ment Window NOA (LM)", sheets
on C dated 03/19/20, prepared by
Miller, P.E.
TAS 202-94
Cest, Loading per FBC, TAS 202-94
3C, TAS 202-94
r FBC, TAS 201-94
g per FBC, TAS 203-94
1 F588 and TAS 202-94
diagram of all PGT Industries, Inc.
alify Dowsil 791 and Dowsil 983
iratory, Inc., Test Reports No.:
unit 6 in proposal), dated 09/03/14
Zg Glass Door (unit 7 in proposal)
:asement Window (unit 8 in proposal)
ed Window (unit 9 in proposal) and
ed Window (unit 10 in proposal)
Ortega, RE
C. CALCULATIONS
1. Anchor verification calculations and structural f tnalysis, complying with FBC-6rh
Edition (2017) and FBC-7th (2020) dated 03/1 /20, prepared by manufacturer, 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. NOA No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol®
Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24.
2. NOA No. 17-0808.02 issued to. Kuraray America, Inc. for their "SentryGlas®
(Clear and White) Glass Interlayers", expiring on 07/04/23.
3. NOA No. 18-0122.02 issued to ENERGI Fenestration Solutions USA, for their
"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 03/08/18,
expiring on 02/28/23.
4. NOA No. 20-0203.03 issued to ENERGI Fenestration Solutions USA, Inc. for their
"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for
Windows and Doors" dated 02/27/20, expiring on 04/16/25. �!)
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0401.07
Expiration Date: September 24, 2025
Approval Date: August 06, 2020
E-3
PGT Industries, Inc.
E. MATERIAL CERTIFICATIONS(CONTINUED)
5. NOA No. 20-0203.04 issued to ENERGI Fenes
"Performance Core Rigid PVC Exterior Exti
dated 02/27/20, expiring on 04/16/25.
F. STATEMENTS
1. Statement letter of conformance, complying wit
7t1 Edition (2020), dated 03/12/20, issued by m
Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated 0:
signed and sealed by Anthony Lynn Miller, P.E
3. Proposal No. 19-1155 TP issued by the Product
2020, signed by Ishaq Chanda, P.E.
G. OTHERS
1. NOA No. 17-0614.06, issued to PGT Industries
Vinyl Fixed Windows — LMI, approved on 10/1
E-4
Solutions USA, Inc. for their
for Windows and Doors"
FBC-6th Edition (2017) and FBC-
iufacturer, signed and sealed by
12/20, issued by manufacturer,
Control Section, dated January 10,
Inc. for their Series "PW-5540"
?/17 and expiring on 09/24/20.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0401.07
Expiration Date: September 24, 2025
Approval Date: August 06, 2020
GENERAL NOTES: SERIES 5540
IMPACT RATING DESIGN PRESSURE RATING
IMPACT RESISTANT, VINYL FIXED CASEMENT WINDOW
LARGE &SMALL MISSILE VARIES PER OPTIONS, SEE
1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS
IMPACT RESISTANT TABLES 443, SHEETS 8-12
OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE
(HVHZ).
MAX. BUCK WIDTH SEE TABLES 4-13
(SHORT OR LONG SIDE)
MAX. BUCK WIDTH SEE TABLES 49
(SHORT OR LONG SIDE)
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIN0.80RNE DEBRIS REGIONS. B, SEE
FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD SHEET 3
LI�- - � MAX. O.C. SEE
I I TABLES 4-13
6" MAX. D, SEE
SHEEi4
-�I MAX. O.C. SEE TABLES 4.9
I
1.25" MAX.
PRODUCT REVISED
LITE (CAP) MUST TEMPERED.
•
as complying with the Florida
3) FOR MASONRY APPLICATIONS IN M)AMI•DADE COUNTY, USE ONLY MIAMI-DARE
COUNTY APPROVED MASONRYANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS
VISIBLE
VISIBLE
T
IT
Bufi-No Code
NOA�Io. 20-0401.07
WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH
LIGHT WIDTH
MAX. BUCK
LIGHT WIDTH
Expiration Dete 09/24/2025
MIN. KSI PER ANCHOR TYPE.
I
HEIGHT, SEE
��^
By, .C/�
4) ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X
1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO
TABLES 4-13
(LONG OR
SHORT SIDE)
I
Miami -Dade Product Control
INSTALLATIONS.
SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IXAND 2X
/ VISIBLE
I /
VISIBLE
C) UPDATED TO FBC 2020,
REVISED ANCHOR TYPE
BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER
A
LIGHT A. SEE C
LIGHT
/
C, SEE
TABLE
LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE
HEIGHT'
SHEET 3
HEIGHT
SHEET4
_°o°o
AK- 03/12120
RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR).
a
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR
STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.
/
I
/
MAX. BUCK
HEIGHT, SEE
U
INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING MAX. JAMB O.0 TABLES 4.9
(LONG
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES
AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4-13
MAX. D.C.. T
ID
SHORT SIDE)
W
ems-
7a6)
O
O
MAX 114" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS TABLES SEEJ
3!+21 4'8
2
Ci
r
a7a0
NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OFTRANSFERRING APPLIED
LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLYANCHORED TO RESIST
�+-
>-
O N
O
LOADS IMPOSED ON THEM BY THE WINDOW.
B
6" MAX' -�
D
125" MAX' --�
�-
QJ
'
ul
0
7) DESIGN PRESSURES:
TYP. EQUAL-LEGBOX &
TYP. INTEGRAL FIN & J-CHANNEL
O IJL o
Z to
QO
.maa
A NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLETEST PRESSURE, FRAME
FLANGE FRAME (90• CORNERS)
FRAME (90• CORNERS)
y UJ
() no
Z
ANALYSIS AND GLASS PER ASTM E1300.
(ANCHORED THROUGH NAIL FIN)
w
'T
oN
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE
TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
6" MAX. -+I
1'25" MAX'
I- W
O
O
Z
g�0
r--
9
O
O
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASO.
Z v
Z
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST
THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3%
MAXLOAD
6" MAX.
MAX. O.C. SEE
Z
>
W
-,
O
e-
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6
DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
CODE
TABLES 4.8
SEE
j- T ES
1 49�`+
0 W
Ill
LU
Q
W
iaays
THE REQUIREMENTS OF THE FLORIDA BUILDING FOR CORROSION RESISTANCE.
-T--
-Z _
9) METAL SUB51'RATE TO MEET MIN, STRENGTH AND THICKNESS REQUIREMENTS PERSEE
- MAX.-JAMB.O.C_
TABLES -
- -
-U-
O
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING
JURISDICTION.
KEE
IS LE
4-9
/ VISIBLE
LIGHT
F
P
Z
.iws
HE1GHT
H7HEIGHT10)
MAX.BUCKULTRACON+
REFERENCES. TEST REPORTS FTL-7897,8128,8174; ELCO ULTRACON NOA; DEWALT
MAX. BUCK
HEIGHT, SEEdENERGI
NOA; ELCOIDEWALT CRETEFLEX NOA: ELCO/DEWALTAGGRE•GATOR NOA;
HEIGHT, SEE
TABLES 4-9
WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/LIGHT ER SHADES OF CAP
PVC EXTRUSION NONS; NATIONAL DESIGN SPECIFICATION FOR WOOD
TABLES 4-9
(LONG OR
j
ails
rosa0
OCOATED
--a5
CONS7RUCTION,ANSVAF&PA NDS&ALUMINUM DESIGN MANUAL
(LONG OR
VISIBLE
SHORT SIDE)
11) PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA, INC.
i-
SHORT SIDE)
�.
UGHT WIDTH
\,\ (31�Y LYN y
GENERAL NOTES VISIBLE LIGHT FORMULAS
6"MAX.
. . .
:�\'t�`�'ucENSF �
......................... ..1
ELEVATIONS.................................1 WIDTH: BUCK WIDTH-6-314"
FRAME, GLASS &ANCHOR HEIGHT: BUCK HEIGHT- 6-3/4-
�
T}
MAX • O.C. 6" MAX, 1.2W J
MAX
I I
� � MAX. O.C. SEE TABLES 4.9 � �- 1.25" MAX.
•.
�
� No. 58705 '•
OPTIONS ....................-.......2
SEE TABLES 4-13
= YY -
INSTALLATION, FLANGE & CODES /STANDARDS USED:
EQUAL LEG..........................3 • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
MAX. BUCK WIDTH SEE TABLES 413
(SHORT OR LONG SIDE)
MAX. BUCK WIDTH SEE TABLES 4-9
(SHORT OR LONG SIDE)
: -
�(�!\- 1a;
INSTALLATION, INTEGRAL FIN & • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
J-CHANNEL ..........................4 ASTM E1300-09
TYP. EQUAL-LEG/BOX &
TYP. INTEGRAL FIN &
� ��C` Ft
•
FRAME ASSEMBLY TUBE ........... 5.6 • ANSI/ FOR WOOD CONSTRUCTION
FLANGE FRAME (CURVED
J-CHANNEL FRAME (CURVED OR
CORNERS)
:, S '•.•. ORIpP.•'
i
GLAZING DETAILS ........................7 , ALUMINUM DESIGN MANUAL, ADM-2015
NUM DESIGN M
OR ANGLED CORNERS)
ANGLED
DESIGN PRESSURES........_.........g-1 . gisl sloals
(ANCHORED THROUGH NAIL FIN)
BOM &ASSEMBLY .................:......13 r AISC 360-16
A LYNN MILLER P.E.
P.E# 59705
Glass
Type
Description
Table
#
Sheet
#
7
7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16' Air Space + 5/16' Laminated; (2) Utes of 1/8' A Glass with .09T PVB Interlayer
4
8
8
7/8" Laminated I.G.: 1/8' T Exterior Cap + 71167 Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer
5
8
9
7/8' Laminated I.G.: 3/16" A Exterior Cap + 3/8' AirSpece + 511G' Laminated; (2) Lites of 1/8' A Glass with .090" PVB Interlayer
6
9
10
718" Laminated I.G.: 3116" T Exterior Cap + 3/8' Air Space + 5116" Laminated; (2) Utes of 1/8" A Glass with .OW PVB Interlayer
6
9
11
1" Laminated I.G.: 1/8' T Exterior Cap + 7/16' Air Space + 7/16' Laminated; (2) bites of 3116" A Glass with .090' PVB Inter(ayer
7
9
12
1' Laminated I.G.: 3/16" A Exterior Cap + 3l8" Air Space + 7/16' Laminated; (2) Utes of 3/16' A Glass with .090' PVB Interlayer
8
10
13
1" Laminated I.G.: 3/16" T Exterior Cap+ 3/8' Air Space + 7/16" Laminated; (2) Utes of 3/161 A Glass with .090' PVB Intedayer
9
10
14
V Laminated I.G.: 3/16" A Exterior Cap + 318" Air Space + 7/16' Laminated; (2) Utes of 3116' A Glass with .09T SG Intedayer
10
11
15
1" Laminated I.G.: 3/16' T Exterior Cap + 3/8' Air Space + 7/16' Laminated; (2) Lites of 3/18' A Glass with .090' SG Interlayer
11
11
16
1" Laminated 1.G.: 118" T Exterior Cap + 7/16' Air Space + 7/16" Laminated; (2) Lites of 3/16" H Glass with .090" SG Interlayer
12
N12
17
1" Laminated 1.G.: 3/16" T Exterior Cap + 3/8' Air Space + 7/16' Laminated; (2) Utes of 3/16" H Glass with .090' SG Intedayer
13
TABLE 2: ANCHORS INSTALLED THROUGH FRAME
Group
Anchdr
SSubstrateMin.
Edge
Distance
Min.rate
Embedment'
A
#10 SMS
(steel, 1" S.S.
or 410 B.S.)
P.T. Southern Pine (SG=0.55)
7 16"
1318"
Steel, A36•
&8"
0.050"
Steel Stud, A653 Gr. 33.
&6"
0.045P (18 Ga.)
Aluminum, 6063-T5•
3r8"
0.05D'
3116" steel Ultrecon or
Ultracont
P.T. Southem Pim (SG=0.55)
7J16"
1-3/8"
Concrete (mim 3 ks)
1"
1-&8"
3116" steel Ukrecon
Ungrouted CMU, (ASTM C-90)
2-1/Z'
1-1/4"
3116" steel Ultracon+
Ungrouted CMU, (ASTM C-90)
1"
1-1/4"
B
912 SMS
(steel, 18-8 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=0.55)
9/10"
I'V8"
Steel. A36'
318"
0.(5D'
Steel Stud. A653 Gr. 33•
3/8"
0.0451" (18 Ga.)
Aluminum, 6063T5•
318"
0.D63"
1/4' steal Ullnor
Ultracocon+
P.T. Southern Pine (SG�.55)
1"
1-Ta"
1/4" steel Creteftex
P.T. Southern Pine (SG--0.55)
1"
1.318"
1/4" steel Aggn:-Gator
P.T. Southern Pine (SG=0.55)
1"
13r8"
1/4" steel Ukracon
Concrete (min. 2.85 ksi)
1"
13r4"
Ungroufed CMU, (ASTM G90)
2-1/T
1-114"
C
114" steel Ultracon+
Concrete (min. 3 ks)
13/16"
1 &4"
Ungrouted CMU, (ASTM 690)
1"
1-IW
1W steel Creteflex
Concrete (min. 3.35 ksi)
1'
1-3f4"
1/4" steel Ultracon
Concrete (min. 2.85 ks) _ _
2-11T_ _
1314=
--IW
steel.Ullraoon+
Concrete (min. 3 ksi)
2-1/T'
13r4"
1/4" steel UHracon+
Ungrouted CMU, (ASTM C-90)
2-112"
1-1/4'
0
1/4'stee! QeleBex
Concrete (min. 3.35 ksi)
2-11Z"
I-W
Ungrouted CMU, (ASTM CAO)
2-10
1-1/4"
11W steel Aggre{3ator
Concrete min. 3.275 ksi
1-1/2"
Grouted CMU, (ASTM 690) I
2"
2'
TARI = I. AIar:NnRA IMCTAI r =n TNRnr rr" II-DAI =IM
Group
Archer
Substrate
Min. Edge
Distance
Min.
Ernbedmenr
E
2-1Z x .13l" Common Nail
P.T. Southern Pine (SG=.55)
318"
2-7/1 S*
2-1/2' Rirtgshenk Rodmg Nail
P.T. SouthernPine (SG=.55)
318'
2.7116*
F
910 Trusshmd SMS
(stee4 1&8 S.S.
or 470 SS.)
P.T. Southern Pine (SG=.55)
11T
1aB"
Aluminum, 75'
319'
0.050"
Steel Stud Gr, 33•
31`9'
0.0451" (18 Ga.)
Steel, A36'
3fa"
0.050•
912 SMS
(steel, 18-8 S.S.
w410 SS.)
P.T. Southern Pine (SG=.55i
9r1G
I-Na.
Alumnum. 6063-T51
3r0'
0.06i'
sled Stud Gr. 33•
&B
0.050"
Steel, A30-
3f8'
Q050"
"A' = ANNEALED
'H" = HEAT STRENGTHENED
'r=TEMPERED
'PVB' = .090" TROSIFOLG
PVB BY KURARAY
AMERICA, INC.
'SG"=.090"SENTRYGLAS®
INTERLAYER BY KURARAY
AMERICA, INC.
' MIN. OF 3THREADS
GLASS TYPES 14 THROUGH
BEYOND THE METAL
17 MAY NOT BE USED WITH
SUBSTRATE
11J-CHANNELORINTEGRAL
FIN FRAMES.
"UNGROUTED CMU"
VALUES MAY BE
USED FOR GROUTED
GLASS TYPES 7, 9, IZ & 14
CMU APPLICATIONS.
I ! MAY NOT BE USED IN THE
HVHZABOVE 30'.
"MIN. OF 3
THREADS
BEYOND
THE
METAL
SUBSTRATE.
WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW.
FLANGEF[
2
BOX OREQUAL
LEG.
4
�O
0❑
J-CHANNEL o
0
1
00
OF]
INTEGRAL a
FIN
3
NOTE: SEE DETAILS AND DIMENSIONS ON SHEET 13
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 8-12.
LONG LONG LONG SHORT
Imo- SIDE "i SIDE -� j �- SIDE -�( + { SIDE (�
------- TT TTT}
' r___--__ __--_--.� r_________
n I m a1
w
I� S DE �I I� RMF �I I► G NSIDE •-►4 F-ADNw-c0inc�a-z
Ti T i
T `A
r--]
oazOe �w:I-
X(e
U--
Material
Min. Fy
Min. F„
Steel Screw
92 ksi
12D ksi
18.8 Screw
60 ksi
95 ksi
410 Screw
90 ksi
110 ksl
ElcoJDeWalt Aggre•GatorO
67 ksi
96 ksi
Elco UftCorM
155 ksl
177 ksl
3/10' DeWalt UltrsCon+®
117 ksi
164 ksi
1/4" DeWalt UltmCon+O
410 SS Eloo/Dewalt (deteFlex6
148 ksi
127.4 ksi
164 ksi
189.7 ksi
806345 Aluminum
16 ksi
Steel
36 ksiGr.
Its!A36
33 Steel Stud
33 ksi
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480-1600
REGISTRATION #29296
VINYL FIXED CASEMENT WINDOW NOA (LM) 0 9/9/14
GLASS/ANCHORS/FRAME OPTIONS =m J ROSOWSKI
o`
PW-5540 ' NTS 2 OF 13 3 °
oz MD-5540.0 C
PRODUCT REVISED
as compWng with the Florida
Building Code
NOA-No. 20-0401.07
Expiration Date 09/24/2025
By Z/c-
AK - 0311220
`xtr...... I r/ 11
���•'• L1CgF �7
ENj�`�
* No.58705
y} =
S 0NAL iE
A LYNN MILLER P.E.
INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES
INSTALLATION
OPTION 1
EMBEDMENT
ANCHOREDTHROUGH
FRAME INTO 2X WOOD
i- EDGE DISTANCE
FRAME OR SUCKSTRIP.
SEE NOTE 2, THIS SHEET.
EDGE
FLANGE
EMBEDMENT
DISTANCE
FRAME
�7
SHOWN
II
-I—
TYP. ANCHOR TYPE,
1/4" MAX. SHIM
EMBEDMENT AND EDGE
DISTANCEPER
TYP. ANCHOR TYPE,
SUBSTRATE,
EMBEDMENT AND
SEE TABLE 2, SHEET 2.
EDGE DISTANCE PER
SUBSTRATE, SEE
TABLE 2, SHEET 2.
NOTES:
718' THICK I.G.
BUCK VISIBLE
HEIGHT LIGHT
HEIGHT
1"THICK I.G.
EXTERIOR
a 4
EQUAL- a
X -
FRAME
SHOW
SHOWN
INSTALLATION
OPTION 2
ANCHORED THROUGH EDGE DISTANCE
FRAME DIRECTLYTO VERTICAL SECTION B-B
CONCRETFJE/CMU.CMU.
INSTALLATION OPTION 2
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME
ANCHORED THROUGH FRAME AND IX
DIRECTLY INTO CONCRETE/CMU.
BUCKSTRIP INTO CONCRETEICMU.
SEE NOTE 2, THIS SHEET.
EMBEDMENT
I� 1/4" MAX.
I SHIM
1/4" MAX.
SHIM
I 2
4
f
"" '•
I�
5 OU
EDGE
�10
DISTANCE
FLANGE EXTERIOR
FRAME I I
SHOWN V
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 1/4" MAX.
1-112"THICK ARE TO BE CONSIDERED IX SHIM
INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF
UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD -�
BUCKS DEPICTED AS 2X ARE 1-la THICK OR
GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE
DESIGNED AND SECURED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER ORARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED
TO AS DAYLIGHT OPENING) IS MEASURED FROM
FLANGE
FRAME
SHOWN
TYP. ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE PER
SUBSTRATE, SEE
TABLE 2, SHEET 2.
MAX. SHIM
T T
EMBEDMENT
VISIBLE LIGHT FORMULAS
WIDTH: BUCK WIDTH -63/4"
HEIGHT: BUCK HEIGHT - 6314"
1"THICK I.G.
71W THICK I.G.
VISIBLE LIGHT WIDTH 7
EQUAL-
LEGIBOX
— BUCK WIDTH FRAME
SHOWN
HORIZONTAL SECTION A -A
DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
p10 OR 612 STEEL
- SMS (GS), SEE -
TABLE 2, SHEET 2.
EXTERIOR
INSTALLATION V
OPTION 4
ANCHORED THROUGH FRAME INTO METAL
1/4" MAX. SHIM
LEG/BOX
FRAME
SHOWN
INSTALLATION
OPTION 4
ANCHORED THROUGH FRAME INTO METAL
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
jur. (941)480-1600
REGISTRATION A'29296
VINYL FIXED CASEMENT WINDOW NOA (LM g 9/9114
FLANGE & EQUAL-LEG/BOX FRAMES om J ROSOWSKI
PW-5540 11 NTS IN 3OF13 Rd MD-5540.0 W91 C
TYP. ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE PER
SUBSTRATE. SEE
.,4
TABLE 2, SHEET 2.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA No. 20-0401.07
Expiration Date 09/2412025
By
Do LYNA14
� � : • LICENSE'•. �(�
No. 58705
ATEZia
FF
f� '••�/ORIDP.••'••\��
;S�OIVAL IE%.
A LYNN MILLER, P.E.
P.E#58705
INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES
INSTALLATION OPTION 5 1MAX SHIM
ANCHORED THROUGH EMBEDMENTT
INTEGRAL FIN INTO 2X WOOD EMBEDMENT O
FRAME OR BUCKSTRIP. SEE
NOTE 2, THIS SHEET. EDGE
EDGE DISTANCE DISTANCE
J-CHANNEL
FRAM�j 1
SHOWN
E II II 5,----- ----
BUCK VISIBLE
LIGHT
HEIGHT
HEIGHT
— U l
EXTERIOR
a
INTEGRAL
FIN
FRAME
SHOWN
'T
TYP. ANCHOR
T
TYPE,
EMBEDMENT
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE
AND EDGE DISTANCE PER
DISTANCE PER
SUBSTRATE, SEE TABLE 3, SHEET 2.
SUBSTRATE,
(NAIL SHOWN)
SEE TABLE 2,
SHEET 2
NOTES
1) USE ONLY SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLES 2 & 3, SHEET 2-
FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMBS. ANY INSTALLATION OPTION SHOWN MAY
BE USED ON ANY SIDE OF THE WINDOW.
7/8" THICK LG. 2) MASONRY ANCHORS MAY BE USED INTO WOOD
AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS
THAN 1-1/2" THICKARE TO BE CONSIDERED 1X
INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE
WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK
1' THICK I.G. OR GREATER. 1X AND 2X BUCKS (WHEN USED)
SHALL BE DESIGNED AND SECURED 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 BEADING TO BEADING —
INSTALLATION
OPTION 51
INTEGRAL FIN INTO 2X
WOOD FRAME OR
BUCKSTRIP. SEE NOTE 2, —1 EMBEDMENT
9
THIS SHEET.
VERTICAL SECTION D-D
1/4' MAX.
SHIM
EDGE
DISTANCE
INSTALLATION OPTION 6 INSTALLATION
ANCHORED THROUGH FRAME INTO 2X OPTION 5
WOOD FRAME OR SUCKSTRIP. SEE NOTE 2, ANCHORED THROUGH INTEGRAL FIN 1/4" MAX. SHIM
THIS SHEET.(MAY BE INSTALLED INTO INTO 2X WOOD FRAME OR BUCKSTRIP. I-�— EDGE DISTANCE
CONCRETE, SIMILAR TO INSTALLATION SEE NOTE 2, THIS SHEET.
OPTIONS2&3)
1' THICK I.G.
` 7/W THICK LG.
O
J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH
FRAME
SHOWN
BUCK WIDTH
HORIZONTAL SECTION C-C
FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
ALSO FOR DADE-APPROVED
#10 OR #12 STEEL
1/4' MAX. SHIM SMS (G5), SEE
TABLES 2 & 3,
MAX
SHIM
SHIM
SHEET2
EFIE
r�C
0
FINAND
Dr�
FLANGE MAYBE
REMOVED IN -FIELD
INTEGRALFW EXTERIOR
FRAME SHOWN �n7
INSTALLATION OPTION 7 V INSTALLATION
OPTION 8
THE FRAME,
INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH
.INTO METAL, SEE TABLE 3, SHEET 2. INTO METAL, SEE
TABLE 2, SHEET 2
VISIBLE LIGHT FORMULAS
WIDTH: BUCK WIDTH-6.3/4"
HEIGHT: BUCK HEIGHT - 6-314"
TYP- ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 3, SHEET 2.
(SCREW SHOWN)
INTEGRAL
FIN
FRAME
SHOWN
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-460-1600
REGISTRATION #29298
VINYL FIXED CASEMENT WINDOW NOA (LM g 919/14
J-CHANNEL & INTEGRAL FIN FRAME o6 J ROSOWSKI
PW-6540 NTS 4 OF 13 Az° MD-5540.0 C
EMBEDMENT
I
TYP. ANCHOR TYPE,
_EMBEDMENTANDEDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 3, SHEET 2
(NAIL SHOWN)
PRODUCT REVISED
as complying with the Florida
Building Coda NOA-No. 20-0401.07
Expiration Date 09/2412025
By
- 03/12120
11' \\...... ..,,
�.`` NV LYIJN /1.,
tea,,••
; No- 58705
3 F
�0�; . T oT
S�ONAI.10,\.>.
A LYNN MILLER, RE
P.E# 58705
ILLUSTRATION OF FIXED CASEMENT -
TO -FIXED CASEMENT (00)
(EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED)
Al INDIVIDUAL
COMPONENTS:
5540 SERIES FIXED CASEMENT
FRAME ASSEMBLY TUBEIMULL
5540 SERIES
FIXED CASEMENT
MAX:NOT
PRE
USIN
AS
S
+/-
B) COMBINED
COMPONENTS: 8" MAX., SEE NOTE 3, THIS SHEET
4" MAX ADDITIONAL MULLION ANCHOR
4" MAX. ,SEE NOTE 3, THIS SHEET
C) HORIZONTAL
SECTION E-E:--
-- - - - -
SHALLOW, FLUSH CAP
5540 SERIES
6540 SERIES
FIXED CASEMENT
o FIXED
WINDOW
CASEMENT
+�a
WINDOW
ME ASSEMBLY TUBEIMULL-/ /- `_MIN. # 10 X 3!4" SMS @ 17"
DEEP, FLUSH CAP MAX O.C. THROUGH
INSTALLATION HOLES. SEE
EXTERIOR
SEE SHEET 6 FOR FRAME n WOWS APPROVAL FOR
ANCHOR INFO.
ASSEMBLY TUBEIMULLION V
DETAILS
ILLUSTRATION OF AWNING -TO -CASEMENT -TO -FIXED CASEMENT (X/X/O)
(FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED)
A= 69" MAX. FOR FIXED CASEMENT
A--4O" MAX. FOR CASEMENT
Al INDIVIDUAL A= 60'MAX. B) COMBINED
5540 SERIES COMPONENTS: I FORAWNING COMPONENTS:
AWNING
WINDOW '/�I+— A --y
FRAME
ASSEMBLY /
TUBE/MULL F '
F
WAO SERIES
CASEMENT-1127-114' MAX.
WINDOW 84" MAX `•
G
FRAME
E,
ASSEMBLY
TUBEMIULL�
VERTICAL
WINDOW SECTION F-F
ANCHOR
444'
°AX.MIN.S10X3/4"SMSQ
17"MAX O.C. THROUGH
X INSTALLATION HOLES, -
SEE WINDOWS
APPROVALFOR
ANCHOR INFO.
127-1W MAX
ADDITIONAL MULLION
ANCHOR SEE NOTE 3.
THIS SHEET
�I EXTERIOR
5540 SERIES
IL
-p
FIXED CASEMENTm
VERTICAL
WINDOW
a"MAX.
SECTION G-G
SEE NOTE 3,
THIS SHEET
'UNDER SEPARATE APPROVAL
FRAME ASSEMBLY
TUBE/MULL
FRAME ASSEMBLY TUBEIMULL NOTES, ALSO SEE NEXT SHEET:
1) DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES.
ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE, TYPE, SHAPE, QUANTITY AND FRAME
ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET.
2) ANY 5540-SERIES CASEMENT (UNDER SEPARATE APPROVAL), AWNING (UNDER SEPARATE
APPROVAL) OR FIXED CASEMENT WINDOW MAY BE ATTACHED TO THE FRAME ASSEMBLY
TUBE(MULL, IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN. FOR ALL WINDOWS
IN THE ASSEMBLY, USE EACH WINDOWS INDMDUALAP-PROVAL FOR ANCHORAGE. SIZE AND --
DESIGN PREssURE-umrTATfcFN-s-THE LOWEST DESIGN PRESSURE OF THE WNDOM OR
FRAME ASSEMBLY TUBEIMULL APPLIES TO THE ENTIRE ASSEMBLY.
3) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE
INSTALLED THROUGH THE WINDOW FRAMES, AS SHOWN ON THIS SHEET. ON EACH SIDE OF
THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EQUAL-LEGIBOX FRAMES. FOR
FIN OR J-CHANNEL FRAMES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN
ON SHEET 6.
4) FOR FLANGE OR EQUAL-LEGBOX FRAMES, THE FRAME ASSEMBLY TUBE TO BE FASTENED
TO WINDOW, AS SHOWN IN DETAILS, WITH MIN. #10 X 3/4" SHEET METAL SCREWS. USE THE
SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT
PRODUCTS APPROVAL, UP TO 1T MAX. O.C., ADD ADDITIONAL ANCHORS AS NEEDED. THE
FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR
JOINTS TO BE SEALED BY INSTALLER.
5) THE FRAME ASSEMBLY TUBE/MULL MAY NOT EXCEED 63" IN LENGTH OR BE USED IN TEE OR
CROSS CONFIGURATIONS. TWO ADJACENT WINDOWS MAY NOT EXCEED A TOTAL OF IZ7-1/4"
IN WIDTH OR HEIGHT, FROM WINDOW BUCK TO WINDOW BUCK INCLUDING THE FRAME
ASSEMBLY TUBElMULL WIDTH.
MIN. # 10 X 3/4" SMS @ 17" MAX O.C.
THROUGH INSTALLATION HOLES, SEE
WINDOWS APPROVAL FOR ANCHOR INFO.
5540 SERIES
FIXED CASEMENT
WINDOW (HEAD)
5540 SERIES
AWNING
WINDOW
(SILL)
SHALLOW, FLUSH CAP
FRAME ASSEMBLY
TUBE/MULL
5540 SERIES
CASEMENT
WINDOW
(HEAD)
SERIES CASEMENT
)OW (SILL)
PRODUCT REVISED
as compWIng with the Florida
Baiid.ng ode
NQA-No. 20-6401.07
ALLOW, LUSH Expiration Date 09/24/2025
CAP By
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480-1600
REGISTRATION#2929S
VINYL. FIXED CASEMENT WINDOW NOA (LM -2 919/14
FRAME ASSEMBLY TUBE DETAILS A J ROSOWSKI
PW-5540 9 NTS 5 OF 13 X- MD-5540.0 a C
- 03(12/YO
%NotZ LYNN��'%,,
` 13
N0.58705 '
�\
�0'.• S' ATE
QNALI "'``��
A LYNN MILLER. RE
P-EN 58705
ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES
END CAP TO SPAN BOTH INSTALL 11 ADDITIONAL GROUP E
WINDOW ANCHOR WINDOWS, SEAL ANCHORS THROUGH THE END CAP OR
SEE NOTE 2, SHEET 5-\ SILICONE. 7 ADDITIONAL GROUP FANCHORS.
EXTERIOR
SIDE VIEW
NOTES FOR FRAME ASSEMBLY TUBE END CAP: � `FRAME ASSEMBLY TUBEIMULL
FRONT VIEW
1) APPLIES TO FIN OR J-CHANNEL FRAMES.
FRAME ASSEMBLY TUBE NOTE:
2) REQUIRED AT HEADER/SILL OR JAMBS TO SFAL.THE END OF THE FRAME ASSEMBLY TUBE
REFER TO SHEET 5 FOR THROUGH -FRAME
ANCHORAGE AND THIS SHEET
3) ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE, SEE SHEET S.
FOR NAIL FIN ANCHORAGE DETAILS
TYP. AT ALL FRAME ASSEMBLY TUBE END
4) END CAP MAY REQUIRE INFIELD TRIMMING. STANDARD LENGTH IS 14".
BOTH HORIZONTAL AND VERTICAL
EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBE/MULL FOR
TEES, CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED, TUBE
MULLION UNDER SEPARATE APPROVAL
1-114.
7-va" MAX
•-+I 127-1f4'MAX. HIIIL..��+..���•
SW MAX
6 I
]F�
M.1-1M
127-1/4°iEFDUED FD�D M/UC
—�{ 127.1/4'MAX.
2 OR MORE WINDOWS WITH VERTICAL Fl7® 127-1/4'
FRAME ASSEMBLY TUBE/MUU- MAX.
(4 WINDOWS MAX) 265314•
I+-- 127-1/4" MAX. � 1-1f4' 1 MAX FD�n
MAX
JA
L
JA
63'MAX. 2 OR MORE WINDOWS(4 WINDOWS
FDW MAX.) WITH HORIZONTAL FRAME
CASFMBA ASSEMBLY TUBEIMULL.
I+- 127-1/4°MAX.
�+--- 255-3/4' MAX
2 OR MORE WINDOWS WITH VERTICAL FRAME
ASSEMBLY TUBE/MULL VARIOUS WINDOW
TYPES AND SIZES (4 WINDOWS MAX.)
A- 63' MAX. FOR FIXED CASEMENT
FA= 40' MAX. FOR CASEMENT
A- 60" MAX. FOR AWNING
�+ A I
1-114" 'UNDER PRODUCT REVISED
�FW:D SEPARATE as complying with the Florida
CASE. APPROVAL Building Code
S NOA-No. 20-0401.07
Expiration Date09/2412025
255-3/4"
MAX. MAX Nyn,nl�adn.D.nAuMfnnf.nl -
1.260' I� - _ _ _ - - -- - - - - - - — J— I I J JAK-03/12120
—rI I+ 2 OR MORE WINDOWS (4 WINDOWS MAX) WITH
221"
1.874' --�� REMOVEFOR HORIZONTAL FRAME ASSEMBLY TUBEIMULL
1.874" �� T- FIN APPLICATIONS VARIOUS WINDOW TYPES AND SIZES.
.100' 375' .627° j r_ ����``ili I Iflliiii
3250' �OP1Y LYfJq/ 'I/
.060• 1.440" I ; 1070 TECHNOLOGY DRIVE 'C ` ...........
LICENs
.060' .055' F !
N. VENICE, FL34275
OSHALLOW, PLUSH ODEEP FLUSH -� 941-460-1600 = tr =
91 CAP, PVC 92 CAP, PVC .664' I _ ( ) No. 56705
EITHER CAP MAYBE USED TO THE INTERIOR OR EXTERIOR. FRAME ASSEMBLY TUBE in.
93 END CAP, PVC REGISTRATION 029296
OFRAME ASSEMBLY m ipfi •.•• TE•�W:
TUBE, ALUM 6005-T5 'VINYL FIXED CASEMENT WINDOW NOA (LM 9/9/14
h o° �i is •'••,• RIOi',.•'G�=�
o FRAME ASSEMBLY TUBE DETAILS B o� J ROSOWSKI
PW-5540 NTS r 6OF13 of MD-5540.0 a C ALYNNMILLER ,P.E
._ ,,. P.ES 58705
-+-{ 7/8" N7/8" N7/8' N7/8• NOM. �+--
5/16" A/A PVB I 5/16" A/A PVB I I 5/16' ALA PVB I I 5/16" A/A PVB
7/16" AIR SPACE 7/16" AIR SPACE 3/8" AIR SPACE 3/8." AIR SPACE PRODUCT REVISED
1/8" A GLASS 1/8" T GLASS 3/16" A GLASS 3/16" T GLASS o3.11ds eom9lying with the Florida
a EXTERIOR G] EXTERIOR a EXTERIOR a EXTERIOR NOA-No. 20-0401.07
Expiration Data 09/24/2025
80$3 80.83 80$3 80.83 By
Mlomi-Dode Product Control
NO C
GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 16 AKii -0311 rzaGEsrHIssHEEr.
's
1" NOM. 1"NOM. 1" NOM. 1' NOM.
I I Y U
w v U •,Da
7/16" AIA, PVB 7/16" ALA PVB 7/16" A/A PVB 7/16" A/A SG Q as30
7/16" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE } ala0 p
1/8" T GLASS 3/16" A GLASS 3/16" T GLASS 3/16" A GLASS O W19
a EXTERIOR a EXTERK)R a EXTERIOR a EXTERIOR Z LL m v 0
OQ un8a
80 83 80�3 80 83 80 83 LU Z to O aN
Dma
11
GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z Y) z
LL
o
w
W1iD4S
co
1' NOM. -1 1' NOM. 1° NOM.
— 172" NOM.GLASS F W p .1-s
7/16" A/A SG 7/16" H/H SG BIrE rrP• 4� LL a
3/8" AIRSPACE
7l16" AIR SPACE 318" AIR SPACE g 7 74 w } Z
3116" T GLASS 1/8" T GLASS --i %
3/16" T GLASS O j 0 a -
aEXTERIOR a EXTERIOR a EXTERIOR i17ll 'isDO sauas
78 ���
80-83 60-83 80-83 O ``�` �pN.. L....
C1�•. •' 1,ICENSF'• ���
EXTERIOR aaa P-•
GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 a ' :; ;` No. 58705 -
GLAZING NOTES:
%1" = ANNEALED
'H" - HEAT STRENGTHENED
'i=TEMPERED '�0 �� 7E 441
°�B" BY KURARAYOLID PVB GLASS TYPES 14AMERICA, INC. ' 17 MAY NOT BE USEDOI U H GH GLASS TYPES 7, 9, 12, 814 • • ., " " • °' %��s •'•F<ORIDP•.. ••N���
"SG° = .090" SENTRYGLASS INTERLAYER BY KURARAY J-CHANNEL OR INTEGRAL MAY NOT BE USID IN THE �,� �j' • •
AMERICA, INC. • FIN FRAMES • HVHZ ABOVE 30'. TYP• GLAZING DETAIL , /�ONALIEN�
1) FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET2. A. LYNN MILLER, RE
P.E# 58705
TABLE 4:
Dimensions
18
20
22
24
26
28
30
m 32
a��i 34
� 38
ro 38
40
42
44
46
48
51.05
Dimensions
36
38
40
- 42
d 44
ul 46
48
� 50
52
54
56
Window Design Pressure, (+I- psf) Liss mt mele
for Oki- 7
1/8" A CaD-AirsDace - 5116" A/A with PVB Type:
+/50
+1-50
1 +/50
+/S0
+/.50
+/50
+/50
+/-50
+/50
1 +150
+/50 1
+150
+/50
+/-50
+/50
+/50
+/50
+/50
+150
+/-50
+/50
+/50
+/50
+150
+/50
+1-50
+/50
+/50
+150
+/50
+/50
+/50
+/50
+/50
+ISO
+150
+/50
+150
+/50
+/50
+150
+/50
+/50
+150
+/50
+/-50
+/50
+/50
+/50
+f-SO
+1-50
+/.50
+/50
+/50
+150
+/SO
+/_50
+/-50
+/SO
+/50
+150
+/-50
+/-50
+/50
+/50
+/50
+/50
+/50
+/50
+/50
+1-60
+/50
+/50
+1-50
+/50
1 450
+/50
1 +/50
+/50
+150
+/50
+/50
+/50
+/50
+1-50
+/50
+/50
+/50
+150
+/50
+/50
+/-50
1 +/50
+/50
+1-50
+150
+/50
+150
450
460
+/50
+/50
+/50
450
+/50
+/.50
+/50
450
+/50
+/50
+ISO
+/-50
+150
+150
+1-50
+/50
+/S0
+/S0
+/-50
+/50
+/50
+/50
+/50
+/-50
+/S0
+/SO
+/50
+/-50
+l50
+/50
+/_50
+/50
MAX. O.C.SPACING IF ANCHORING
MAX. O.C. SPACING IF ANCHORING
THROUGHTHEFRAMEPERSHEETS3&4
THROUGH THE INTEGRAL FIN PER SHEET4
APPLIESTOA,B,CORDANCHORS
APPLIESTOEORFANC14ORS
(SEETABLE2)
(SEETABLE3)
ss"
4•
Window Design Pressure, (+/-psf)
1 /8" T Cap - Airspace - 5/16" A/A with PVB
+/-50
+150
+/-50
+/50
+150
+/50
+/50
+/50
+/50
1 +/50
+/-47.5
+/50
+150
+/50
+1-50
+/50
+/50
+150
+/-50
+1-50
+1-39.1
+/-46.1
+/-50
+150
+/50
+/50 _
+J50_
_—+1-SO- -
--+150- -
—-+/-50—
+/SO
+IA8,2
+/•45.1
+/-50 - -
- - +/50
+/50
+/50
+/50
+/50
+/50
+/SO
+/-49.8
+/-47.4
+/50
+/50
+150
+1-50
+/50
+/-50
+/50
+/-50
+/48.9
+/50
+/50
+/_50
+/50
+/-50
+/50
+/50
+149.9
+150
+1-50
+/-50
+/50
+/SO
+/-50
+/SO
+/-50
+/50
+/-50
+/50
+/50
+/-50
+/-50
+/50
+/-50
+/50
+150
+/50
+/50
+1-50
+/50
+l50
+/50
+/-50
for Glass 1 $
MAX.O.C. SPACING IF ANCHORING
MAX. O.C. SPACING IF ANCHORING
THROUGH THE FRAME PERSHEET53&4
THROUGH THE INTEGRAL FIN PER SHEET4
APPUESTO A, B,COR DANCHORS
APPUESTOEORFANCHORS
(SEE TABIE2)
(SEETABLE 3)
25"
3.5"FOR EANCHORS. 4"FOR FANCHORS
TABLE DIMENSIONS MAY BE T
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG PRODUCT REVISED
SIDE as complying with the Florida
h+— LONG SIDE Building Code
N;A-No. 20-0407.07
SHORT
Expiration Date 09/24/2025
/' �
SIDE By
SHORT Miami -Dade Product Control
SIDE
C) NO CHANGES THIS SHEET.
AK - 03/12/20
I•+— LONG SIDE
a
SHORT d LONG
SIDE SIDE O
1
11II � o_ � o
O N e7"0 O
SHORT O pdj g LO
SIDE JO -1 C3 d
Z U- coo
c=i cWi d z
z
LLI
W v O OMO
CD `* z
Z rn W O
JO
r7 w f<-
- - ----- — — _ - —
u
" O
X
Of-
"fo
Z
w
C7
T
z
>
w
o
alit
roseG
seas
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.
ILYIVN 1111i�
NO.58705 •�
%0 "ST TE F
Cis '•"10RIDP,.•`
/111 AL111NA1111%"
A LYNN MILLER, P.E.
P.E.# 587D5
1 NOLC O'
Window Design Pressure, (+I- psf)
Use this 1
for Gues
Types.
9 & 10
3116" A Ca -Airspace - 5/16" A/A with PVB
3116" T Ca -Ai ace - 5/16" A/A with PVB
Window
Long Side Qn)
Dimensions
60.928
64
66
68
70
74
77
80
84
87
92
97
99
32
+150
+/SO
+/50
+/50
+/50
+/-50
+/50
+/50
+/50
+/50
+150
+/50
+1-50
34
+150
+/50
+150
+150
+15D
+/-50
+/59
+150
+/50
+/-50
+/50
+/50
+150
-36
+/50
+/50
+/50
+/50
+/50
+/-50
+/-50
+/50
+/50
+/-50
+I50
+/50
+/50
39
+150
+/50
+/50
+/50
+/50
+1-50
+/50
+/50
+/50
+/-50
+/50
+/50
40
+/50
+/50
+/-50
+/50
+/-50
+/50
+/50
+150
+/-50
+150
+/50
42
+150
+/50
+/-50
+/50
+/50
+/50
+/50
+/50
+/50
+/50
m 44
+/50
+/-50
+/-50
+/-50
+/50
+150
+/50
+150
+/-50
v
ro 46
+/50
+150
+150
+/50
+/50
+/50
+lSO
+/50
L 48
+/50
+/50
+/-50
+/50
+1.50
+/50
+/50
f0 50
+1-50
+150
+1-50
+/50
+/50
+1-50
52
54
+/50
+150
+/-50
+/-50
+/50
MAX.O.C. SPACING IF ANCHORING
THROUGH THE FRAMEPERSHEEFS3&4
MAX. O.C. SPACING IF ANCHORING
THROUGH THE INTEGRAL FIN PER SHEET4
+150
+/50
+/-50
+/-50
56
58
+/50
+/50
+/-50
��j
APPUESTOA,B,CORDANCHORS
(SEETABLU)
APPUESTO FOR FANCHORS
(SEETABIE 3)
+/$D
+/50
+/50 W 3.5" FORE ANCHORS, 4"FOR FANCHORS
TABLE 7:
Window Design Pressure, (+1- ps1)
use this labb
for Glass
Type:
11
1/8" T Cap -Airspace - 7/16" A/A with PVB
Window
Long Side Qn)
Dimensions
60.926
64
66
68
70
74
77
80
84
87
92
97
99
32
+/ 70
+1-70
+/-70
+/-70
+/ 70
+/-70
+1-70
+/-70
+1-70
+1-70
+1-70
+/-70
+/-70
34
+/-70
+170
+/70
+/-70
+/-70
+/70
+170
+1-70
+1-70
+170
+1.70
+170
+/-70
36
+1-70
+1-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+170
+/-70
+/-70
38
+/-70
+/-70
+/-70
+/70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/ 70
+1-70
40
+1-70
+/-70
+/-70
+/-70
+/-70
+/-70
+1-70
+1-70
+/-70
+/-70
+1-70
c
42
+/-70
+1-70
+1-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/70
+/70
-
—
`'
v
44
+/-70
+/-70
+/ 70
+/-70
+1-70 _
_
+/-70
-
m_
_ _46_ —
+/ 70- -
- +1-70 -
- - +170
+/70
+/ 70
+/-70
+/-70
+/-70
48
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/ 70
50
+! 70
+/-70
+/70
+/-70
+/70
+l-70
MAX. O.C. SPACING IFANCHORING
THROUGH THE FRAME PERSHEETS3&4
MAX. O.C. SPACING IF ANCHORING
THROUGH THE INTEGRAL FIN PERSHEET4
52
+l-70
+/-70
+/70
+/70
+/-70
5
+/70
+/-70
+/-70
+/70
56
+/-70
+/-70
+170
APPUES TO B, C OR O ANCHORS
(SEETABLE2)
APPLIES TO F ANCHORS
(SEETABLE3)
58
+/-70
+/-70
60.928
+/-70
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG PRODUCT REVISED
SIDE as co g Coo ngwith the Florida
�— LONG SIDE BuildI NOA-No. dd 20-0401.07
—1IIL Expiration Dato09/2412025
SHORT �^
SIDE BY
SHORT Mlami-Dade Product Control
SIDE T
C) NO CHANGES THIS SHEET.
AK- 03112120
�--- LONG SIDE
SHORT .0 LONG
SIDE SIDE LU
Y U
W
()' N al°0 O
SHORT O c�
SIDE 0 J O d
Z LL QO uwgl P2
U U o Z
WZO "N
I.-w -T O asa
o > a g0 tD
Z v S W LL
n W
- o
F
WV
K
W
x
LL
J
z
>
anll
it
o-
Z
(7
W
o
•asap
also
o
N
a
sous
Lllll ill i/f7`/
NOTES:
`\\\i
��pNY LY/Vq/�j/ •,�i
1) BUCK DIMENSIONS SHOWN:
``�
Pam,.•' LLCEI 3,, '•�l�
2) FOR SIZES NOT SHOWN, ROUND UP TO THE
N0. 58705
NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2),
FIND THE SMALLEST SQUARE WINDOW SIZE IN
'• )r C'i .' `
THE TABLE(S)ABOVE WHICH THE ARCHRECTURAL
�T '•. SATE
WINDOW WILL COMPLETELY FIT WITHIN.
i�s '•"'ORIDP,.•'G�l��
��'�iS�ONIIA��ttL
E��.�.
A LY�N MI LI _ _ P.E
P.EN 5L8L7E055.
Short Side (in)So
o
R
O Oi
A N
0 V
W
A
N O
m A
N D
m m
A N
p£
0
+
+ +
+ +
+ +
+
+
+ +
+
+ +
+ +
+ +
+ +
O
O O
O O
O O
O
O
O O
O
O O
O O
O O
O O
O
L L
O O
L L
O O
L L
O O
L
O
L
O
L L
O O
L
O
V V
P O
J+
�O 0
0 0
L L
0 0
rn
000�'�-�L�LLLLL�LLL�m
0
0
0
0
0 0
0
0
0 0
0 0
0 o
S
+ +
+ +
+
+
+ +
+
+ +
+ +
-+t
+ +
e0i
v
o
E
L L
0 0
L L
0 0
L
0
L
0
L L
0 0
L
0
L L
0 0
L L
0 0
L L
0 0
L L
0 o
N
D
O
N
N
t13
t t
0 0
t t
0 0
t
0
t t
0 0
t
0
t t
0 0
t t
0
t t
t t
i
O)
yS
C
t
t
L
t t
L L
t
L
t
L L
t
L
t t
L L
tl t
L L
t t
L L
t i
L L
mm s
O
m
5
g
CO
p
m
49
t+
0 0
t
0
t t
0 0
t
0
t+
0 0
t t
0 0
t t
0 0
t+
.L
0 0
tmii •'
C
= O
_,
v
�L
�,
•
p
m
L
O
L
O
L++
O O
O
L L
O O
L
O O
L L
0 0
L L
0 0
m
N G
y T
2
z
o
�^N� 2
u~,P
++,t+tii312it+2r
ix
z
pj
V VV
L
L L
L L
L L
W.
L
{b P
0
0 0�
Li
g+tttttttttt
a
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0
0 0
0 0
0 0
0 0
n
55
m
'a
•
�'
m
m
o 0
0 0
0 0
0 0
12
v1 =
+
+
+
t
S� O
m
t
L
L V
L L
t t
L L
N
..1
W
A
�
m 0
0 0
0 0
0 0
Short Side ((n)
3
m
W
p
O
A N O
V
W, ?
N 0
0
N
A N
O N
ONI A
m S
N
A
81
df
bf
t+
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t t
t t
t
t
t+
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m
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•o
L L L
O O O
L
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L L
O O
L L
O O
L
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L
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L L
O O
L L
O O
L
O 0
L
O m
+
+ +
+ +
+
+
V
V
A
m
0
L L L
0 0 0
L
0
L L
0 0
L L
0 0
L
0
L
0
L L
0 0
L L
0 0
L L
0 0
L
0
� zo
W� o
0
0 0
0 0
0
0
0 0
0 0
0 0
o
O7
D
+ + +
+
+ +
+ +
LL
t
+ L
t t
t t
+ t
L
+
v
m
o
0 0
0 0
0
0
L L
0 0
L L
0 0
0 0
o
D
.0L
�
N
m
�
`
y
01
m
C
+
+
+ +
+ +
t
+
+ +
+ +
+ +
+
m
N�V
V
0 0
V
0
V
0
0 0
0 0
0 0
0
O F_
•O
W�
to
C
+��+11QtQ11tttt��tt�tm�m
m
L
L L
L L
L L
L
N
C
2 O
V N
OD m
0
0
0 0
0 0
0 0
0
A
qn
�{+{,+++tttt�t�tt
N
m m
L
L
L L
L L
J J
L
m
D
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In
•�
0
o
m ,n
f�
O�
O m
0
0
0 0
0 0
0 0
0
N L
� yy_
z
o
z
o
O
m
A
y�L+vL
N
N
IJ 0
V
m
O
0
o o
O O
O O
O
S
g
t++++
L
L L
L L
L
b
= O
� A
W
A�
0
0 0
0 0
not
0
a
a
++
=t+
t
n6r
z•��°
49 4
pL
m
o
io
A m
T
A
9 0
m
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y
4{ T
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L L
0 0
L L
0 0
L
0
O N
\`��d /ke rr i,� 1070 TECHNOLOGY DRIVE dens we v n •e 9 o a MO
r 3m m tmcy
_ .• •• •..... Yt ql-F
N. VENICE, FL34275 o r f 0,
(941)-480-1600 0
'-G � O 7 •» o6m�
r; K_ REGISTRATIOI�92B296 y n oo N i •�
VINYL FIXED CASEMENT WINDOW NOA (LM) 9/9114 n N o m
m %n� �;; DESIGN PRESSURE TABLES C J ROSOWSKI s '
%�L��R•• . g o y a a N y u
PW-5540y NTS 10OF13 z MD5540A T C
TABLE 10'.
Window
Dimensions
32
34
36
38
40
42
44
46
48
v 50
N 62
0
54
56
57
60
62
64
66
68
69.649
TABLE 11:
Window
Dimensions
Window Design Pressure, (+/- psf)
3/16" A Cap - Airspace -7116" A/A with SG
Use this tabL
r"r Glass 14
+80/410
+801-110
+80/-110
+80/-110
+80/-110
+80/-110
4801-110
+80/-110
+801-110
+801-110
+801-110
+80F110
+801-110
+80/--110
+801-110
+801-110
+801-110
+801-110
+80/-110
+80/-110
+601-110
+80/-109.4
+801-108.3
+80/-107.6
+80%110
+80/410
+801-110
+801-110
+801-109.6
+801-108.9
+80/-106.8
+80/-106.5
+801-105.5
+60/-104.7
+801-103.6
+801-102.9
+801-109.7
+80/-108.9
+80'-107.8
+801-106.8
+801-105.5
+80/-104.6
+801-1027
+801-102.4
+80/-101A
+sof-100.5
+80/A9.4
+801-98.7
+801-106.3
+80/-105.5
+801-104.4
+801-103.3
+801-101.9
+80/-101
+80/-99.1
+601-98.7
+801-97.7
+80/-96.8
+801-95.7
+80/-95
+801103.3
+801.102.6
+801-101.3
+801-100.2
+801-98.8
+80197.9
+801-95.8
+801-95.5
+80/-94.6
+80/-93.5
+80/-924
+80/-90.7
+801-100.7
+8D/.99.8
+80/A8.6
+801-97.5
+801-96
+80/A5
+801-92.9
+801-92.6
+801-91.6
+801-90.4
+801.57.1
+80/-84.7
+80/-98A
+80/--97.6
+801-962
+80/-95
+S0/-93.4
+80/A2.5
+801-90.3
+80f$9.9
+801.8&1
+801-85.5
+801-811
+801.81.6
+80/-96.3
+80/-95.4
+801-94.1
+80/919
+BD!-01.2
1 +80/-90.2
+801-88
+801-87.6
+80/-84.6
+80/•82.6
+801-80.2
+/-78.6
+80/-94.6
+801-93.6
+60/A2.2
+80/A0.9
+801.89.2
+801-88.2
+80/-85.4
+801-84.5
+80/-824
+80/-802
+I-77.6
+80/-93
+801-92
+80/-90.6
+801.892
+80P87.4
+801-86.4
+801-83.3
4801.82.5
+801-802
+/-78
+801--91.7
+801-90.6
+801-89.1
+80/-87.7
+801-85.8
+80/-84.7
+801-81.3
+801-80.4
+/ 78A
+801-90.5
+801-89A
+80/-87.8
+80/$6.4
+80/A4.4
+601-83.2
+/-79.3
+/-78.5
+801-90
+801-88.8
+80/-87.2
+801-85.8
+8W-83.4
+80/•82
+1-78.4
+80/-87.2
+801-86
+80/-84
+80/-82.5
+801.80.1
+/-78.6
+80/-84.6
+801-83.8
+8W4M1
+80/-80A
+1-78
+801-82.9
+801-82
+80/-80.1
+/-78.4
+801-81.1
+80/-80.1
+/ 78.3
+/-79.3
+! 78A
MAX. O.C. SPACING IF ANCHORING
MAX. D.C. SPACING IF ANCHORING
THROUGHTHEFRAMEPERSHEET53&4
THROUGHTHEINTEGRAL RN PER SHEE174
APPLIES TO B, C OR D ANCHORS
(SEETABLE2)
NOTAPPLICABIE
13.2'
Window Design Pressure, (+/-psf)
3/16" T Cap -Airspace - 7/16" A/A with SG
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
I+--- LONG SIDE
SHORT
SIDE
� SHORT
1_ SIDE
T �- LONG SIDE -�
SHORT S
SIDE J�
'GLASS TYPES 14 THROUGH
17 MAY NOT BE USED WITH
Use this tell
for Glassi 15
40 1 +801-110 1 +80/-110 1 +801-110 1 +S0/-110 I +80/-110 1 +80/-109.9 +801-108.5 +80/-107.5 +8W-106.9 +801406.1 +601-104.8 +80/-104.1 +80/-103.3
42 1 +801-110 1 +80l-109.8 +8114108.8 1 +W-107.9 +80/-106.7 +80/-106.3 +8W-104.8 I +BW-103.8 +80/403.2 +60/-100.8 +801-97.7 +60/-98.4 +8W-94.8
44 +801-107.3 +80/-106.7 +80/-105.7 +801-104.7 +BW-103.4 +801-103 +80/-101.4 +801-98.8 1 +80/-96.7 1 +80/-94.1 1 +80/-91.4 1 +80/-90.3 1 +80/-89.2
46 11 +80/-102 1 +801-101.3 1 +801-100.3 +80199.2 1 +801-97.3 1 +80/-96.2 1 +801-925 1 +801-90.4 1 +801-892 1 +80/g/.3 1 +801.84.4 1 +801927 I +SW-BO.5_
50
+80199.8
+80199.1
+BW-98
+801-98.9
+80/93.9
1 +80193.1
+801-89.9
1 +80/$7.7
+80L862_
_+80/-84..3-
-+WO 81=l
+/ 79.3
+/-77
51
+801-98.8
+80198
+801-96.9
+8W-95.8 .
+80/-928-
-+80/-92-
*W-1-8g.7
+801.06.4
+801.85
+80/-828
+/-79.6
+/-77.7
+1-75.3
_ 54
+80/-98:1
+80195.3
+80/-94
+80/-921
+80(-89.4
+80/•88.5
+801-85.1
+801-M7
+801-81.1
+/-78.9
+/75.3
+/-73.2
+/-70.6
56
+801-94
+801-93.2
+80/-91.6
+801-90.1
+801-872
+80/436.3
+801-82.8
+801-80.2
+/-78.6
+/-76.3
+/ 72.5
+/-70.5
58
+80/-91.4
+80190.6
+801-89
+801-87.5
+801.85.1
+80/A4.2
+801-80.6
+/ 78
+/-76.3
+/73.8
+/-70.2
c61
+80197.8
+801-87
+80/-85.3
+80/93.6
+80/•81.2
+801.80.5
+/ 77.3
+/-74.6
+1-728
+/-70.4
w 63
+60/-85.5
+80/-84.6
+601.828
+801-81.1
+178.8
+/-78
+/-74.8
+1-72.3
+/-70.6
64
+801-84.4
+80/-83.5
+801-81.7
+/-80
+/-77,5
+/ 76.6
+/-73.5
+/-71.2
66
+80182.2
+80/-81.2
+/-79.4
+/-77.6
+/-75
+/-74.2
+/-71
68
+/.80
+/-79.1
+/-77.2
+/-75.4
+/-727
1 +/-71.9
70
+/-78
+/-77.1
+/-75
+/-732
+/ 70.5
72
+/-76
+/-75
+/-73
+/-71.1
74
+/-74.1
+/-73
76
+/-722
+/-71.1
r r.ro 11 w-tu.o
MAX. O.C. SPACING IFANCHORING MAX. O.C.SPACING IFANCHORING
THROLIGHTHEFRANMPERSHEET53&4 THROUGH THE INTEGRAL FIN PERSHEET4
APPUESTO B, C OR DANCHORS
(SEETABLE2) I NOTAPPLICABLE
I
G LONG
SIDE
I j
SHORT �
SIDE 1
ALLOWABLE
MAX. O.C. SPACING IF
ANCHORGROUPS
ANCHORING THROUGH
PERSHEET2
THE FRAME PERSHEET3
B,CORD
13.2"
NOTES:
1) BUCK DIMENSIONS SHOWN.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE
NEXTAVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2).
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLE(S) ABOVE WHICH THEARCHTTECTURAL
WINDOW WILL COMPLETELY FIT WITHIN.
as eemply1 9 with the Florida
Building Codo
NOA-No. 20-0401.07
Expiration
• Date 09/24/2025
Byy�
Miami -Dade Product Control
C) NO CHANGES THIS SHEET.
AK - 03112/20
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TABLE 12:
VI/Iridow
Dimensions
32
34
38
40
42
Window Design Pressure, (+I- psf)
1/8" T Cap -Airspace - 7/16" H/H with SG
Ins rasa
for Glass 16
+801-110 +80/-110 1 +801-110 +BGf-110 I +6w-110 +801-110 +801-110 +801-110 1 +80/-110 +801-110 1 +801-110 +80/-110 +801-110
+8W-110 +801-110 +861-110 +861-110 +80%110 +BW-110 +80/-110 +801-110 +80/410 +801-110 +8W.110 +8w-110 +801-110
+801-110 +80/410 +801-110 +60/-110 +801.110 +801-110 +801-110 +601-110 +801-110 +801-110 +801-110 +801-110 +801-110
+801-110 +80/410 +801-110 +80/-110 +801-110 +801-110 +601-110 +80/-110 +801-110 +801-110 +801-110 +80/-110
+80/-110 +801-110 +801-110 +W-110 +801-110 +801-110 +80/410 +801-110 +601-110 +601-110 +801-110
+80/- 110 +86-116 +601-110 +801-110 +801-110 +BW-110 +80/-110 +80/-110 +801-110 +801-110
+801-110 +801-110 +801-110 +W-110 +801-110 +80/-110 +BO/-110 +80/-110 +801-110
46
+801-110 1
+801-110
+801-110
+8W-110
+801-110
1 +80/-110
+801-110
48
+80/-110
+801-110
+W-110
+801-110
+80/-110
+801-110
+801-110
50
+80/410
+801-110
+8W-110
+801-110
+801-110
+801-110
52
+601-110
+80/-110
+W-110
+801-110
+80/-110
54
+BO/-110
+801-110
+801-110
+801-110
56
+801-110
+801-110
+8W-110
58
+801-11 D
+80/-110
60.926
0 +80/-110
TABLE 13:
3/16" T Cap
Window
Dimensions
MAX. O.C. SPACING IFANCHORING
MAX. O.C. SPACING IFANCHORING
THROUGH THEFRAME PER SHEER 3&4
THROUGH THE INTFGRALFIN PER 5HEEr4
APPUESTO B, CORDANCHORS
(SEE TABLE 2)
NOTAPPUCABLE
ILS,
-7116" H/H with SG
TABLE DIMENSIONS MAY BE II
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
I•+— LONG SIDE � I
SHORT 1
SIDE
SHORT
SIDE
�--- LONG SIDE --+�
T_
SHORT 6/
`
LONG
SIDE
SIDE
GLASS TYPES 14 THROUGH
17 MAY NOT BE USED WITH
_
I SHORT
J-CHANNEL OR INTEGRAL
�4
SIDE
FIN FRAMES.
17
40 1 +80/-110 +801-110 1 +801-110 +801-110 1 +801-110 +801-110 1 +80/-110 +801-110 1 +80/-110 +80/-110 1 +80/-110 +=-110 +801-110 +801-110 +BON-110 +80/-110 +80/-110 +80/-110
42 +BO/-110 +BW-llo +8W-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +W-110 +801-110 +80/-110 +g0%110
44 +801-110 +801-110 +801-110 +80/410 +80/410 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +8W-110 +80/-110 +801-110 +801-110 +80/-110 +801-110
48 +8o/-110 +SW-110 +BW-110 +80l-1t0 +BO/-110 +80/-110 +801-110 +801-110 +801-110 +8p1-110 +80/-110 +801-110 +130/-110 1 +80/410 1 +80/-110 1 +80/-110
50
+801-110
+8W-110
+80/-110
+801-110
+80/-110
+801-110
+801-110
+60f-110
+801-110
+801-110
+801-110
+80/-110
51
+801-110
+801-110
+801-110
+801-110
+801-110
+601-110
+801-110
+801-110
+8(01-110
+801-110
+80/-110
+801-110
54
+80/-110
+801-110
+801-110
+801-110
+BW-110
1 +80/-110
+80/410
1 +801-110
+80%110
+801-110
+80/-110
+80/-110
56
+801-110
+801-110
+80/410
480/410
+BW-110
+801-110
+801-110
+801-110
+80/410
+801-110
+801-110..
__+801-110
$_ 56
+801-110
+801-110
+801-110
+801-110
+801-110
+801-110
+8W_11O_
_+80f-110
+BW-110 -
+80/-110
+001-110
N 81
r
+BW-110
+BOl-110
+801-110
+80l-1 W
-+BO/-11p
+8W-110
+801-110
+8W-110
+BW-110
+801-110
m 63
+801-110
+BW-110
+80/-110
+80/-110
+80/-110
+80/-110
+801-110
+801-110
+801-110
64
+8W-110
+801-110
+8W-110
+801-110
+BW-110
+801-110
+01-110
+801-110
68
+80/-110
+80/-110
+801-110
+80/-110
+80/410
+801-110
+80/410
RR
+5n/_11n
+RO/-110
+R0/-110
+RO/-110
+R11/-110
+RO/-110
70
+80/410
+801-110
+801-110
+BW-110
+80/410
72
+801-110
+801-110
+801-110
+801-110
74
+80/-110
j
+801-110
+801-110
76
+80/410
+8W-110
77.76 I +60/-11U
MAX. O.C. SPACING IFANCHORING MAX. O.C. SPACING IF ANCHORING
THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4
APPUESTO B, COR DANCHORS
(SEETABLE 2) NOTAPPUCABLE
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 TABLES) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN.
PRODUCT REVISED
as complying with the Florida
Building Coda
NDA-No. 20-0401.07
Expiration
'' D�atata 09/24/2025
R. !/d
C) NO CHANGES THIS SHEET.
AK - 03/12/20
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6�0NY LYIVIVA/
..• LICENSE{�
A.: No.58705
d -
•� ,g VT E F�
10NALW NW\•
A LYNN MILLER, P.E.
REV 58705
3.509' 3.50cr 3.500' 3.500"
A a D D
.355' .075" .075' .D75" .075"
O60" J
OANCHOR COVER O ffr�r--��III
I •Q11��.. 1 a❑� 2168" 1 a❑� 2.166° a❑� 2.168" a❑V 2.166•
.301° L o J- o o r o
�
O7/8" BEAD .625" .625" 1.375' O J-CHANNEL FRAME O FLANGE FRAME 1.375" O INTEGRAL FIN FRAME O4 EQUAL LEGBOX FRAME
.864° .175°
e SILICONE HOT -MELT BUTYL ALUMINUM POLYISO- DESICCANT FILL AREA
STRUCTURAL REINFORCEMENT
SILICONE SUTYLENE 5/16" NOM.
STRUCTURAL 3/16" NOM. 5/16" NOM. SEAL
O7 1• BEAD 1/4" NOM. FOAM SILICONE SEAL
WITHPOLYIOB CANT WRH BUM& ROLL -FORMED
WITH DESICCANT DESICCANT DESICCANT STAINLESS STEEL
EXT. GLASS EXT. GLASS EXT. GLASS INT. GLASS
EXT. GLASS�
MITERED 41
CORNERS WITHINTERIORAND INT. GLASSZINT.
GLASSZ��IIT.
GLASS
U-'-W
TERI
WELDSOR 80 KODISPACE
SUPER
8
a2 DURASEA0
O XL EDGE'""
4SG TPS
SPACER® NXTTm
SPACER
SPACER
EXTERIOR
t?
Part #
Description
Material
80
Kommeding 48G TIPS Spacer System
81
Quanex Super Spacer nXr with Hat Melt Butyl
See this
Sheet fbr
Materials
82
Quanex Duraseal Spacer
83
Cardinal K Edge Spacer
REFERENCE TEST REPORTS: FTL-8717, 896E & 8970
#
Part#
I Description
Material
1
620139
h nel Frame
PVC
2
620140
Flange Frame
PVC
3
620141
Integral Fin Frame
PVC
4
620142
JEqual Leg/Box Frame
PVC
5
620133
lAnchor Cover
PVC
6
720136
719" IG Glazing Bead _
PVC
7
74
--Z10135_
1° IGGIezing-Beed
1 Backbedding, GE 7700 or Dow 791 or Dow 983
PVC
78
71646N
SettIng Block p/e' x 1" x 1/8'), 85 +/- 5 duro.
90
20160A
Frame Assembly Tube
91
20177
Shallow Flush Cap
tPVC
92
20178
Deep Fush Ca
93
20132
Frame Assembly Tube End Cap
NOTES:
1) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING
FOR CLARITY.
2) J-CHANNEL FRAME SHOWN, PART#1. OTHER FRAME
TYPES, PARTS #2 - 4, APPLY.
3) ITEMS # 8-73. 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
ya-F (941)-480-1600
REGISTRATION #29296
VINYL FIXED CASEMENT WINDOW NOA (LM o 919/14
BOM &ASSEMBLY o�1 J ROSOWSKI
PW-5540 NTS N 13 OF 13 oz MD-5540.0 4 C
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0401.07
Expiration ^Date
09/24/2025
By
Miam6ID2de-Product-Control-
C) ADDED BACKBEDDING
AK - 03/12/20
h f LYIV,,v
No. 58705
OF �•' (v/C'`
OR
A. LYNN MILLER P.E.
P.E# 56705