HomeMy WebLinkAboutNOA; Series PW-5520 Vinyl PVC Fixed WindowMIAMFD:ADE _
MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
'a BOARD AND CODE ADMINISTRATION DI`✓ISION
NOTICE OF ACCEPTANCE (NOA)
11805 SW 26 Street Room 208
T (786) 315-2590 F (786) 315-2599
www.minmidade.gov/economv
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in, Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This'NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series G°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 I I of 11, dated 09/09/14, with revision B dated 06/06/17, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0629.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 17-0614.09
Expiration Date: April 30, 2020
W10
f7Approval Date: October 26,2017
/ Page 1
P_GT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.14-0930.25)
2. 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 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 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 faced 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 F"TL-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. 1 6-0629.12)
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.14-0930.25)
C. CALCULATIONS
1. . Anchor verification calculations and structural analysis, complying with FBC-51h
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.14-0930.25)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
G�itt.
Manuel P rez, .E.
Product Control V-614.09
iner
NOA No. 1
Expiration Date: April 30, 2020
Approval Date: October 26, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
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 09115116, expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 51 Edition (2014) and FBC
6te Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed
by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
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.16-0629.12)
G. OTHERS
I. 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.
Manuel e
Product Contr amine,
NOA No. 7-0614.09
Expiration Date: April 30, 2020
Approval Date: October 26, 2017
E-2
4
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.
FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVH2, THE OUTBOARD B, SEE
LITE (CAP) MUST TEMPERED. SHEET 3 �-
MAX. O.C. SEE
_ TABLES 4-13
8' MAX. D, SEE
SHEET 4
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DARE 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.
VISIBLE
LIGHT WIDTH
MAX. BUCK
HEIGHT, SEE
BUCKS4) ALL WOOD 1X WOOD BUC SARE OPTIONAL F1UNIT IS INS ALLEDBDIR DIRECTLY TO SUBSTRATE WOODS F
BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) t
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).HEIGHT
I f
VISIBLE
LIGHT
r
TABLES ONG OR 3 I
SHORT SIDE)
A, SEE C
SHEET3
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR
STUCCO. USE ANCHORS OFSUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION
ANCHORS SHOULD BE SEALED. OVERALL SEALING!FLASHING STRATEGY FOR WATER
i
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX. O.C.
SCOPE OF THESE INSTRUCTIONS. SEE TABLES
413
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
MAX. O.C.
SEE
TABLES
- J I
6' MAX. �
LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS
IMPOSED ON THEM BYTHE WINDOW. B �
4-9
D �
7) DESIGN PRESSURES: TYP. EQUAL-LEGIBOX &
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME FLANGE FRAME (90° CORNERS)
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. 6' MAX --�
IMPACT RATING DESIGN PRESSURE RATING
LARGE 'A RATING
MISSILE VARIES PER GLASS TYPE, SEE
IMPACT RESISTANT TABLES 4-13. SHEETS 6-10
MAX. BUCK WIDTH SEE TABLES 4-9
(SHORT OR LONG SIDE)
r
MAX.. O.C. SEE TABLES 4-91.25• MAX9 jL
VISIBLE
LIGHT WIDTH
VISIBLE
/ LIGHT C. SEE
/ HEIGHT SHEET4
MAX BUCK
HEIGHT, SEE
TABLES 49
(LONG OR
SHORT SIDE)
--j 1.25' MAX. —_1 I_
TYP. INTEGRAL FIN & J-CHANNEL
FRAME (9U° CORNERS)
(ANCHORED THROUGH NAIL FIN)
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS 6' MAX.
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR MAX O.C.
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO SEE TABLES MAX O.C. SEE
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 4 13 TABLES 4-9FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER MAX. O.C.
CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BY THE AUTHORITY HAVING SEE TABLES
JURISDICTION. / VISIBLE 4-13
/ LIGHT
10) REFERENCES: TEST REPORTS FTL-7897; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; HEIGHT
ELCO AGGRE-GATOR NO0. ENERGI WINDOW AND DOOR PROFILES, LTD WHITE 8
BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOAS; NATIONAL DESIGN / MAX. BUCK
SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL HEIGHT, SEE
TABLES 49 '
11) •PVB• = .090' TROSIFOL® PVB BY KURARAY AMERICA, INC. VISIBLE (LONG OR
'SG' = .090' SENTRYGLAS ® INTERLAYER BY KURARAYAMERICA, INC. LIGHT WIDTH SHORT SIDE)
ELEVATIONS ................................. 1
FRAME, GLASS & ANCHOR
OPTIONS ............. _.............. 2
INSTALLATION, FLANGE &
EQUAL LEG..........................3
INSTALLATION, INTEGRAL FIN &
J-CHANNEL .......................... 4
GLAZING DETAILS ........................5
DESIGN PRESSURES.- ................6-10
BOM & ASSEMBLY ....................... 11
6" MAX. .. .
VISIBLE LIGHT FORMULAS II
WIDTH: BUCK WIDTH - 4-3/16" -+- ' MAX 1.25"
SEE
HEIGHT: BUCK HEIGHT - 4-3/16" O.C. 6MAX.
SEE TABLES 413
r 1.26' MAX.
MAX.
• O.C.
r SEE
+ TABLES
1 49
/ VISIBLE
/ LIGHT
HEIGHT
/ E
CK
HEEIGHT,IGHT, SEE
TABLES 49
(LONG OR
_ VISIBLE SHORT SIDE)
LIGHT WIDTH
MAX O.C. SEE TABLES 49 �I �— 1.25' MAX
CODES/STANDARDS USED:
MAX BUCK WIDTH SEE TABLES 4-13
MAX. BUCK WIDTH SEE TABLES 49 _
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
(SHORT OR LONG SIDE)
(SHORT OR LONG SIDE)
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
TYP, EQUAL-LEG/BOX &
TYP. INTEGRAL FIN &
-ASTM E7300-09
FLANGE FRAME (CURVED
J-CHANNEL FRAME (CURVED OR
M FOR WOOD CONSTRUCTION
•ALUMIN M DESIGN
-ALUMINUM DESIGN MANUAL, ADM-2015
OR ANGLED CORNERS)
ANGLED CORNERS)
•AISI SIOG-12
(ANCHORED THROUGH NAIL FIN)
•AISC 360-10
PRODIICTRBVISED
05 wm1&Yins ndth the Fkrma
Building Code
JR - 06/06/17 - UPDATED
ANCHORAGE TO FBC 2017.
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A LYNN MILLER, P.E.
P.E.#58705
TABLE 1
Glass
Type
Description
Table
#
7
7/8" Laminated I.G.: 118" A Exterior Cap + 7/16" Air Space + 5116' Laminated; (2) Lites of 1/8' A Glass With .090' PVB Intedayer
4
8
7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16' Air Space + 5116' Laminated; (2) Lites of Va' A Glass With .090" PVB Intedayer
5
9
7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16' Laminated; (2) Lites of 118" A Glass with .090" PVB Intedayer
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 Intedayer
6
11
V Laminated I.G.: 1/B" T Exterior Cap + 7/16" Air Space + 7/16" Laminated; (2) Lites of 3/16' A Glass with .090" PV8 Intedayer
7
12
1" Laminated I.G.: 3116" A Exterior Cap + 318' Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" PVB Intedayer
8
13
1" Laminated I.G.: 3116" T Extedor Cap + 3/8" Air Space + 7/10" Laminated; (2) Lites of 3/16" A Glass with .090" PVB Intedayer
9
14
1' Laminated I.G.: 3116" A Exterior Cap + 318" Air Space + 7/16" Laminated; (2) Lites of3116" A Glass with .090" SG Intedayer
10
15
1" Laminated I.G.: 3/16" T Exterior Cap + 318" Air Space + 7/16" Laminated; (2) Utes of 3/16" A Glass with .090" SG Intedayer
11
16
1" Laminated I.G.: 1/8" T Extedor Cap + 7/16" Air Space + 7/16' Laminated; (2) Lites of 3116' H Glass with .090" SG Intedayer
12
17
1' Laminated I.G.: 3/16" T Exterior Cap + 318" Air Space + 7116" Laminated; (2) LRes of 3116" H Glass with .090" SG Intedayer 1
13
TABLE 2: ANCHORS INSTALLED THROUGH FRAME
Group
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment
A
#10 SMS
(steel, 18 8 S.S.
or410 S.S.)
P.T. Southern Pine (SG=0.55)
7116"
13/8°
Steel, A36'
3/8"
0.050"
Steel Stud, A653 Gr. 33'
3/8"
0.0451" (18 Ga.)
Aluminum, 6063-T5•
3/8"
0.050"
3/16° steel Ultracon
P.T. Southern Pine (SG=0.55)
7/16"
13/8"
Concrete (min. 2.85 ksi)
1'
1318"
Ungrouted CMU, (ASTM C-90)
2-112"
1-114'
B
#12 SMS
(steel, 18.8 S.S.
or410 S.S.)
P.T. Southern Pine (SG=0.55)
9116"
13/8"
Steel, A36'
3/6'
0.050'
Steel Stud, A653 Gr. 33'
3/8-
0.0451' (18 Ga.)
Aluminum, 606345"
318'
0.063°
114' steel Ultracon
P.T. Southern Pine (SG=0.55)
1"
1318"
1/4' steel Creteflex
P.T. Southern Pine (SG=0.55)
1"
13/B"
1/4" steel Aggre-Gator
P.T. Southern Pine (SG=0.55)
1°
13/8'
C
1/4' steel Ultracon
Concrete (min. 2.85 ksl)
1'
13/4"
Ungrouted CMU, (ASTM.C-90)
2-12'
1-1/4"
1/4' steel Creteflex
Concrete (min. 3.35 ksi)
1"
13/4"
1/4" steel Ultracon
Concrete (min. 2.85 ksi)
2-10
13/4"
D
1/4" steel Creteflex
Concrete (min. 3.35 ksi)
2-1/2'
13/4"
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4'
1/4' steel Aggre-Gator
Concrete min. 3.275 ksi
1-10
13/8"
Grouted CMU, (ASTM C-90)
7
7
TABLE 3: ANCHORS INSTALLED THROUGH INTEGRAL FIN
Group
Anchor
Substrate
Min. Edge
Min.Distance
Embedment*
E
2-1/7 x .131' Common Wl
P.T. Southern Pine (SG=.55)
318'
2-7116'
2-1/7 Ring -shank Roofing Nall
P.T. Southern Pine (SG=.55)
318'
2-7/16'
P.T. Southern Pine (SG=.55)
117
13/8'
#10 Tr sshead SMS
Aluminum, 6083-75•
318'
0.050'
(steel, 18T S.S.
Steel Stud, Gr. 33'
318'
0.0451" (18 Ga.)
0 410 S.S.)
Steel, A36'
3/8'
0.050"
F
P.T. Southern Pine (SG=.55)
9/18"
1-w
012 SMS
Aluminum, 6063-T5'
3/a"
0.083"
(steel, 1843 S.S.
Steel Stud, Gr. 33"
3/8"
0.050"
0410 S.S.)
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
'P = TEMPERED
'PVB" = .090' TROSIFOLO
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
49 FIN FRAMES.
WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW:
to
J[
BOX OR
�Q
EQUAL
FLANGE
oo�
O
LEG 1lr��rl
oL�J
flo
J-CHANNEL
0�
�Q
O
o�
INTEGRAL FIN
o�
O
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 B•10.
LONG LONG LONG SHORT
�- SIDE -i �- SIDE SIDE +{ SIDE (�•
2y NfN J
W
LONG LONG LONG LONG LONG 0
I� SIDE SIDE F` SIDE �{ (� SIDE -I f� SIDE -"I O y/ T --- Tr- - Tr--- Tr -
- -1 T D
IF-
0ODU--'11
O❑
!2liN I ]' t=pjN l /' i N1gl N N r2l!L(-, I
' MIN. OF 3
THREADS
BEYOND
THE
METAL
SUBSTRATE.
Mefefiel
Min. Fr
Min. F.
Steel Scree
92 ksi
120 ksi
1118 Screw
60 ksi
95 ksi
410 Screw
90 ksi
110 ksi
Elco AggreGatorS
57 ksi
96 ksi
Elco UltraCorl®
155 ksi
177 ksi
410 SS Elm GaeFlaxG
127.4 ksi
189.7 ksi
6083T5AWminllm
16 ksi
22 ksi
A38 Slee
36 ksi
58 ksi
Gr. 33 Steil Stud
33 ksi
45 ksi
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)480-1600
® COPYRIGKT®2017 PGT INDUSTRIES, INC.
CERT. OF AUTH. #29296 ALL RIGHTS RESERVED
VINYL FIXED WINDOW NOA (LMBSM) 0 9/9/14
o GLASS/ANCHORS/FRAME OPTIONS om' J ROSOWSKI
PW-5520 Isl NTS { 2 OF 11 b MD-5520.0 ' B
PRODTICTREVISFD
w mnyrlying with the Florida
Building O1dc M _ ♦ , A
* ;T N0.58705
�pO � A 6F� ••�!
ONALI,0"
A- LYNN MILLER, P.E.
P.E.# 58705
INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES
INSTALLATION
OPTION 1
ANCHOREDTHROUGH I-- EDGE DISTANCE
FRAME INT02X WOOD
FRAME OR BUCKSTRIP.
SEE NOTE 2, THIS SHEET.
FLANGE ' C EMBEDMENT
FRAME 1 y
SHOWN
0
1/4' MAX. TYP. ANCF
2 SHIM EMBEDMENT)
TYP. ANCHOR TYPE, DI SL
EMBEDMENT AND SEE TABLE 2
6 EDGE DISTANCE PER
11-7-1 o Q SUBSTRATE, SEE
5 TABLE 2, SHEET 2.
EMBEDMENT
EDGE
DISTANCE
OR TYPE,
ND EDGE
,NCE PER
3STRATE,
SHEET2.
NOTES:
7/8" THICK I.G.
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
VISIBLE
BUCK
1-1/2' THICK ARE TO BE CONSIDERED 1X
LIGHT
HEIGHT HEIGHT
INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF
UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD
BUCKS DEPICTED AS 2X ARE 1-12" 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.
TYP. ANCHOR TYPE,
EXTERIOR
�7 EMBEDMENTAND
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4
O
ILII EDGE DISTANCE PER
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WIDTH: BUCK WIDTH - 4-3116"
HEIGHT: BUCK HEIGHT- "16'
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HORIZONTAL SECTION A -A
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND 1X
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SEE NOTE 2, THIS SHEET.
EMBEDMENT
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q SHIM
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INSTALLATION
OPTION 4
ANCHORED THROUGH FRAME INTO METAL
EQUAL-
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FRAME
SHOWN
TYP. ANCHOR TYPE,
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EDGE DISTANCE PER
SUBSTRATE, SEE
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PRODUCTREVISED
m complying with Tha:tctaral*a
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OPTION 4
ANCHORED THROUGH FRAME INTO METALYILY
1070 TECHNOLOGY DRIVE;,N�r�i.,,��
N. VENICE, FL 34275
®
CERT. OF AUTH.#29296
(941)-480-1600
COPYRIGHT 02017 PGT INDUSTRIES, ING
ALL RIGHTS RESERVED
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INSTALLATIONOPTION5 EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. It- EDGE DISTANCE
ANCHORED THROUGH
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EDGE DISTANCE DISTANCE _
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0
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5 (NAIL SHOWN)
7/8' THICK I.G. NOTES:
1) USE ONLY SUBSTRATE -APPROPRIATE
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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
BUCK VISIBLE THAN 1-12•THICK ARE TO BE CONSIDERED IX
HEIGHT LIGHT INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL
HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.
WOOD BUCKS DEPICTED AS 2X ARE 1-1I2• THICK
OR GREATER. IX AND 2X BUCKS (WHEN USED)
SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD.
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THIS SHEET. EMBEDMENT
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MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2
1/4• MAX. SHIM #10 OR #12 STEEL 1/4. MAX
SIVIS
TAB 3,
(GS), SEE SHIM
(�I TASHEET2.
INTEGRAL FIN 91
FRAME SHOWN ❑
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INSTALLATION THROUGH THE INTEGRAL FIN,
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WIDTH: BUCK WIDTH - 43116•
HEIGHT: BUCK HEIGHT -4-3/16•
FIN AND/OR
FLANGE MAYBE
REMOVED IN -FIELD
EXTERIOR Flf
D o
INSTALLATION OPTION 8
INSTALLATION THROUGH THE FRAME,
INTO METAL, SEE TABLE 2, SHEET 2.
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480-1600
® COPYPJGHT02017 PGT INDUSTRIES. INC.
CERT. OF AUTH.#29296 ALL RIGHTS RESERVED
VINYL FIXED WINDOW NOA (LM&SM) .2 9/9/14
J-CHANNEL &INTEGRAL FIN FRAMES o J ROSOWSKI
PWS520 NTS h 4 OF 11 oz° MD-5520.0 B
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DESIGN PRESSURE TABLES C e w' J ROSOWSKI _ pa PW-5520 y NTS N 8 OF,11 oz MD-5520.0 z B
TABLE 10:
Window
Dimensions
32
34
36
38
40
42
46
� 48
v 50
N 52
y 64
56
57
RO
Window Design Pressure, (+/-psfl
3/16" A Cap -Airspace -7/16" A/A with SG
for GI3ss 1 14
+80/-110
+80/410
+80/410
+801-110
+80/-110
+80/-110
+801.110
+801410
+80/-110
+80/-110
+801-110
+801-110
+80/410
+80/410
+80/410
+801-110
+BW-110
+801-110
+80/410
+80/-110
+801-110
+801-109A
+801.108.3
+80/-107.6
+801-110
+801-110
+8(V-110
+801-110
+801-109.5
+801-108.6
+801-106.8
+801-106.5
+801-105.5
+80/-104.7
+80/-103.6
+801-102.9
+801-109.7
+801-108.9
+801-107.8
+80/•106.8
+807105.5
+801-104.6
+801-102.7
+80h102A
+801-101A
+801-100.5
+80/-99.4
+801-98.7
+801-108.3
+801-105.5
+801-104.4
+801-103.3
+801-101.9
+80/161
+BW-99.1
+80/48.7
+80/-97.7
+801-96.8
+80/-95.7
+801-95
+80F103.3
+80/-102.5
+801-101.3
+80/-100.2
+80/-98.8
+801-97.9
+801-95.8
+60/-95.5
+801-94.5
+80/-93.5
+80/-92.4
+80/-90.7
+80/-100.7
+80/-99.8
+80/-98.6
+801-97.5
+80/A6
+80/-95
+801-92.9
+80/-92.6
+801-91.5
+801-90.4
+80/-87.1
+80/-84.7
+80/-98.4
+801-9TG
+BW-96,2
+801-95
+80/-93,4
+60/425
+80/-90.3
+801.89.9
+80/-88.1
+80/-85.5
+80/-83.1
+80/-81.6
+80/.96.3
+801-95.4
+801-94.1
+80/-929
+BD/-91.2
+80/-90.2
+801-88
+801.87.6
+801-84.6
+80/-82.6
+801-80.2
+/-76.6
+80144.6
+BW-93.6
+801-92.2
+80/-90.9
+801-89.2
+80/-88.2
+801-85.4
+80/-84.6
+801-82.4
+801-80.2
+/-77.6
+801-93
+801-92
+801-90.5
+801-89.2
+80/-87.4
+80/-86.4
+801-83.3
+80/-82.5
+80/•80.2
+/-78
+80/-91.7
+80/-90.6
+BD/-89.1
+80/-87.7
+80/-85.6
+80/-84.7
+80/-81.3
+801-80.4
+/-78.1
+80P90.5
+80/-89.4
+BD/-87.8
+801.86.4
+801-84.4
+801-83.2
+/-79.3
+/-7&5
+801-90
+50/-88.8
+B0/-87.2
+Sw-85.8
+80/-83.4
+BO/-B2
+1-78.4
+801-87.2
+801-86
+801-84
+SO/-82.5 1
+80/-80.1
+1-78.6
62
+801-84.6
+801-818
+80/-82.1
+BO/-80.4
+/ 78
64
+BD/-82.9
+801-82
4801-80.1
+/-78.4
66
+801-81.1
+SD/-80.1
+/-78.3
68
+/-79.3
+1-78A
+i-rr.7
BLE 11:
Window
Dimensions
MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING
THROUGH THE FRAME PER SHEETS 3 & 4 THROUGHTHE INTEGRALFIN PER SHEET4
APPLIES TO B, C OR 0 ANCHORS
ISEE TABLE 2) NOTAPPLICABLE
13.2"
Window Design Pressure, (+/-psf)
3116" T Cap -Airspace - 7/16" A/A with SG
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
�- LONG SIDE
SHORT
SIDE
+ -I SHORT I�
..J- �1 SIDE
[-- LONG SIDE -►�
SHORT
SIDE N
GLASS TYPES 14 THROUGH
17 MAY NOT BE USED WITH
J-CHANNEL OR INTEGRAL
FIN FRAMES.
15
40
+80/-110
+80/410
+801410
+80'-110
+801-110
+80/-109.9
+801-108.5
+801-107.5
+80/-106.9
I +80/-106.1
+60/-104.8
+80/-104.1
+8N-103.3
42
+80/-110
+W-109.8
+801-108.8
+801-107.9
+801-106.7
+BD/-106.3
+801-104.8
+804103.8
+80/-103.2
+801-100.8
+801-97.7
+80/-98.4
+801.94.8
44
+80/-107.3
+80'-108.7
+801-105.7
+801.104.7
+80/-103.4
+801-103
+801-101.4
+801-98.6
+801-96.7
+80/-4.1
+801.91.4
+BW-90.3
+801.89.2
45
+80/-102
+801-101.3
+801-100.3
+80/-99.2
+80/-97.3
+80/-98.2
+8 -MS
+80/-W.4
+801.89.2
+801-87.3
+BD/-84.4
+80/-82.7
+801-80.5
50
+60/-98.8
+80/-99.1
+W-98
+80/-96.9
+80/4 i 9
+80/-93.1
+801-89.9
+BW-87.7
+80/-86.2
+80/-843
+80/41.1
+/-79.3
+1-77
61
+80/-98.8
+8W-9B
+80/-96.9
+801.95.8
+8014328
+801-92
+W-88.7
+=-B6.4
+80/-05
+80/-828
+/-79.6
+/77.7
+05.3
64
+80/-96.1
+801495.3
+W-94
+W-921
+80/-89.4
+801.88.6
+80/-05.1
+=427
+80/-81.1
+/-78.9
+/-75.3
+/-73.2
+/-70.8
56
+80/S4
+801.93.2
+801-91.6
+80%9D.1
+60/47.2
+801-88.3
+80 828
+80/•80.2
+/-78.6
+/-78.3
+/-725
W-70.5
a 68
+80/-91.4
+601-00.6
+8d.89
+811487.5
+80/-05.1
+80/-84.2
+W-80.6
+1_78
+/ 76.3
+/-73.8
+/-70.2
z 61
+601-67.8
+801-87
+60/-85.3
+80/-83.6
+801$1.2
+801-80.5
+/-77.3
+1.74.6
+/-728
+1-70.4
s
N 63
+80/-85.5
+801.84.8
+B01$28
+80/-81.1
+178.8
+/-78
+/.74.8
+/-723
+/-70.6
64
+80/-84.4
+801.83.6
+80/41.7
+/-8D
+177.5
+/-78.8
+/-73.5
+/-71.2
66
+80/422
+SY-W.2
+/-79.4
+/-77.6
+/-75
+/-74.2
+/-71
RR
+/.An
+1J9 1
+IJ77
a1J1 d
a1_79 7
+/.71 S
70
+178
+1-77.1
+1-75
+1-73,2
+/-70.5
72
+/-76
+/-75
473
471.1
74
+/-74.1
1
+/-73
471
76
+1722
+/-71.1
77.
MAX. D.0 SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING
THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET
APPUES TO B, C OR D ANCHORS
(SEE TABLE 2) NOT APPUCABLE
13.2"
j
LONG
SIDE
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.
NO CHANGES THIS SHEET.
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```1L 111 I I UUlll�/
No. 58705 /
�6 F a=
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:P, "-'tORIDP-
/"S/01NALLE G%�
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 12:
Window Design Pressure, (+/- psf) Use N's Lyble
ra Glwss
118" T Cap -Airspace - 7116" WH with SG Type: 18
Window Long Side On)
Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 1 99
32 +801-110 +801-110 +801.110 +80/-110 +801.110 +801-110 +801-110 +80'-110 +801.110 +80/-110 +80/-110 +801-110 +80/-110
34 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/•110 +60'-110 +801-110 +801-110 +80/-110 +80/-110 +801-110
36 +801-110 +80/-110 +80/410 4801-110 4801-110 +801-110 +801-110 +801-110 +801-110 +80/410 +801-110 +801-110 +80/•110
38 +801-110 +80/-110 +BD/-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +80/•110 +801-110 +801-110 +801410
40 +801-110 +80/-110 +801-110 +80/-110 +801.110 +80/410 +801-110 +801-110 +801-110 +801-110 +80/-110
42 +801.110 +801-110 +80/-110 +801410 +80/410 +801-110 +801-110 +801-110 +80/-110 +801-110
m 44 +801.110 +801-110 +801-110 +801.110 +801-110 +801-110 +80/-110 +80/-110 +80/-110
a
rn 46 +801-110 +80/•110 +80/•110 +80/410 +801-110 +80/410 +80/-110 +801-110
r 48 +B&-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110
y 50 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110
52 +80/410 +801-110 +801-110 +801410 +801-110 MAX. O.C. SPACING IF ANCHORING AMX. O.C. SPACINGIFANCHORING
54 +80/-11D +801-110 +80/-110 +80/410 THROUGHTHE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET4
56 +80/410 +801-110 +801-110 APPUESTOB,CORDANCHORS
58 +BO/-110 +80/-110 (SEETABIE2) NOTAPPUCABIE
SLB"
60.926 +801-110
Window
Dimensions
c
Window Design Pressure, (+!-psQ
3116" TCan-Alrsoace -7116" HIH with SG
TABLE DIMENSIONS MAYBE T
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN,
LONG
SIDE
�— LONG SIDE j
SIDE
SIDE
+ SHORT
J� SIDE
I+— LONG SIDE
SHORT
SIDE
I
LONG
SIDE
GLASS TYPES 14 THROUGH
17 MAY NOT BE USED WITH
_
I SHORT
I`
J-CHANNEL OR INTEGRAL
SIDE
I�
• FIN FRAMES.
Use
17
40 +801-110 +801-110 1 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +8omio +80/-110 +801.110 1 +801-110 +00/•110 1 +801-110 +801-110 +801-110 1+BD/-110 +80/-110 +80/-110
42 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80%110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +804110
44 +801-110 +80/-110 +801410 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +8Df-110 +601-110 +801-110 +80/-110 +801-110
48 +B0/-110 +801-110 +801-110 +801.11D +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-11D +801-110 +80/-110 1 +801-110 +801.110
64
6s
68
io
72
+801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/410 +80/-110 +80/-110 +801-110 +801-110 +80/-110
+80/410 +801-110 +801-110 +801-110 +801-110 +BO1-110 +80/-110 +80/-110 +80%110 +801-110 +BO/-110 +80/410 +801-110
+801-110 +801--110 +801-110 +801-110 +801-110 +BD/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801.110 +80/-110
+801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801.110
+801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +80%110
+80/-110 +8amio +801-110 +8Cl-110 +801-110 +BOh110 +801-110 +801-110 +80/-110 +80/-110
+801-110 +801.110 +80/410 +80/-i 10 +801-110 +80/-110 +801-110 +801-110 +80/-110
+801-110 +801-110 +801.110 +8(Y-110 +801-110 +Bo/-110 +801-110 +80/-110
+801-110 +801-110 +801-110 +8C!-110 +801-110 +801-110 +801-110
+801-110 +801-110 +801-110 +801-110 +801-110 +801-110
+801-110 +801-110 4801-110 +801-110 +801-110
+80/-110 +801-110 +80/-110 +BO/-110
76 1 +801-110 1 +801-110
MAX. O.C. SPACING IF ANCHORING
MAX. O.C. SPACING IF ANCHORING
THROUGH THEFRAMEPERSHEETS3&4
THROUGH THE INTEGRAL FIN PER SHEET
APPLIES TO B. C OR D ANCHORS
(SEETAB(E2)
NOTAPPUCABLE
S'
NOTES:
1) BUCK DIMENSIONS SHOWN.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS tSEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN.
PRODUCT REVISED
Mi cnmpiyfo8 with the Ftorlda
B W Idiw8 Co&-
A—ptawx No 1 -O•
C.�pimSoe Date br,l
NO CHANGES THIS SHEET.
`III 111111"I
TZ
No.58705
S F�.' tv�;
lONAL IWNG\`
A. LYNN MILLER, P.E.
P.E.# 68705
FRAME
ASSEMBLY DET/ ..__
J
.060'f 'Fri
OANCHOR COVER
u
.301'
.625'
'8' [1.175'
IIlI--1jLL STRUCTURAL
POLYISOBUTYLEN
WITH DESICCANT
O7 1' BEAD
EXT. GLASS—,
MITERED
CORNERS WITH
INTERIOR AND
EXTERIOR
WELDS
EXTERIOR
f3
Part #
Description
Material
80
Kommeding 4SG TPS Spacer System
See this
Sheet for
Materials
81
Quanex Super Spacer nXr with Hot Melt Butyl
82
Quanex Duraseal Spacer
83
Cardinal X_ Edge Spacer
n�rcw��.c i�ai ncr�ecia:n�-or u,oaooaauru
C(� —INT. GLASS —INT. GLASS
eo
KODISPACE SUPER
4SG TPS 81 SPACER®NXTTm
Te 1 c "e-
OJ-CHANNEL FRAME
0
.szs
OFLANGE FRAME
3.500' 3.500'
--►��-+— .062" ��— .062"
L�,
1 A83' 1.483"� o o�
1.375' O INTEGRAL FIN FRAME O EQUAL LEGBOX FRAME
BONE HOT-MELTBUTYL REINFORCEMENT POLYISO-
STRUCTURAL BUTYLENE
SILICONE 5/16" NOM. SEAL
1/4" NOM. FOAM 3/16" NOM.
WITH BUTYL &
DESICCANT DESICCANT ROLL -FORMED _
FOAM STAINLESS STEEL
EXT.GLASS EXT.GLASS
EXT. GLASS
INT. GLASS
DURASEALID XL EDGETm
OSPACER SPACER
#
Part#
Description
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
NOTES:
1) SOME PARTS NOT SHOWN FOR CLARITY.
2) J-CHANNEL FRAME SHOWN, PART#1. OTHER
FRAME TYPES 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.
FILL AREA
6" NOM.
ONE SEAL
JT. GLASS
.-RODUCr REVISED
a complying sith INe FLodda
nuilding Code
A iw N. I� D�ol4.
09
PVC