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M IAM I•DADE MIAMI-DADE COUNTY
• PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.minmidade.eov/economy
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 "PW-5520 Vinyl" PVC Fixed Window—L.M.T.
APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)",
sheets 1 through 1 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
tnanwnaeeouNrr Expiration Date: Apri130,2020
f J Approval Date: October 26, 2017
--- 41�71f'7 Page 1
PGT 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 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 previous NOA No. 16 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 Idahnis 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).
Manuel qll�2
Product Controler
NOA No.09
Expiration Date: April 30, 2020
Approval Date: October 26, 2017
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 01/19/11,
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 06125115, 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 09/15/16, expiring on 04/16/20.
STATEMENTS
1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC
6th 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
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. `
Manuel a ez, P.E.
Product Contr aminer
NOA No. 7-0614.09
Expiration Date: April 30, 2020
Approval Date: October 26, 2017
GENERAL NOTES: SERIES 5520
IMPACT RATING DESIGN PRESSURE RATING
IMPACT RESISTANT VINYL FIXED WINDOW
LARGE & SMALL MISSILE VARIES PER GLASS TYPE, SEE.
IMPACT RESISTANT TABLES 4-13, SHEETS 6-10
1) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF
THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ. THE OUTBOARD 8, SEE
LITE (CAP)MUST TEMPERED. SHEETS
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY
APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE
SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER
ANCHOR TYPE.
1X WOOD BUC SCKS ARE OPTIONAL IF UNTTLESS THAN 1-1/2' H IS DIRECTLY TO SUBSICK ARE TO BE CONSIDERED 1XTRATE. WOODS I
BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) i
MAX. BUCK WIDTH SEE TABLES 4.13 -
(SHORT OR LONG SIDE) MAX. BUCK WIDTH SEE TABLES 4-9
-. MAX(SHORT OR LONG SIDE)
• O.C. SEE 1.25' MAX.
_ TABLES 413 r 8' MAX. D, SEE _-.{ {.— MAX. O.C. BEE TABLES 49
SHEET 1
-
VISIBLE I Y VISIBLE •�
LIGHT WIDTH MAX. BUCK LIGHT WIDTH
'
HEIGHT, SEE _
TABLES( LONG OR3 I
I / ; SHORT SIDE) I / 1
PRODUCTRBVISF.O
as coenf'fYi, with tl�
A -.pi Coto
F% imdo. No 4.,
Expiration Dote
B-' Hta
i Dedo Ptodnct ^
JR- 06/06/17 - UPDATED
SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK r
-SIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (ECR) OR A
RCHITECT OF RECORD.(AOR).
VISIBLE
I / LIGHT
HEIGHT
A. SEE
SHEETS
/ VISIBLE
C I LIGHT
HEIGHT
C. SEE
SHEET4
ANCHORAGE TO FBC 2017.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR i / I /
STUCCO. USE ANCHORS OF'SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION I MAX. BUCK
HEIGHT, SEE
ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER I i . I
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX. O.C. TABLES 4-9
SCOPE OF THESE INSTRUCTIONS. - SEE TABLES I (LONG OR
413 MAX. O.C.-. I SHORTSIDE)
6) MAX. 1/4- SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT SEE
IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED -TABLES
LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 4-9• •
IMPOSED ONTHEM BYTHEWINDOW. B -J 8•MAX --rl �-.-- D -- 125•MAX, �--
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE. FRAME TYP• EQUAL-LEG/BOX & TYP. INTEGRAL FIN & J-CHANNEL
ANALYSIS AND GLASS PERASTM E1300. FLANGE FRAME (90' CORNERS) FRAME (90' CORNERS)
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST (ANCHORED THROUGH NAIL FIN)
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13DD. 1.25' MAX•
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. _ _ 6' MAX. --� r—
B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS 6' MAX
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASEii_ MAX
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR O.C.'U WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO MAX. O.C. SEE, O.C.°C
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE TABLES 4-9 r SEE
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. TABLES
49
METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER MAX• O.C.
FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING BEE TABLES
VISIBLE ¢13VISIBLE
LIGHT LIGHT
REFERENCES: TEST REPORTS FTL-TB97; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA: HEIGHT HEIGHT
AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & MAX. BUCK
SHADES OF CAP COATED PVC EXTRUSION NONS; NATIONAL DESIGN MAX. BUCK HEIGHT, BEE
FOR WOOD CONSTRUCTION, ANSI/AF&PA NOS & ALUMINUM DESIGN MANUAL HEIGHT, SEE TABLES R
49• � (LONG OR"PVB"=.090"TROSIFOL® PVB BY KURARAY AMERICA, INC. VISIBLE (LONG OR VISIBLE SHORT SIDE)"SG"=.090'SENTRYGLAS0D INTERLAYER BY KURARAYAMERICAL INC. LIGHTWIDTH SHORT SIDE) LIGHT WIDTH�(LYN/y.
NOTES............_...........1 VISIBLE LIGHT FORMULAS_ I' I'I ' ' ' ' ' '
ELEVATIONS .............................. .1 WIDTH: BUCK WIDTH-4.3116' —�-I 6• MAX 1.25• I'� MAX O.C. SEE TABLES 4-9 —►-I 1.25" MAX
FRAME, GLASS & ANCHOR MAX O.C.
HEIGHT: BUCK HEIGHT-43/16" • SEE TABLES 4-13 MAX.
INSTALLATION, FLANGE & CODES / STANDARDS USED: MAX BUCK WIDTH SEE TABLES 413 MAX BUCK WIDTH SEE TABLES 49
EQUAL LEG ...................... 3 (SHORT OR LONG SIDE)
•••• •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION (SHORT OR LONG SIDE)
INSTALLATION, INTEGRAL FIN & •2014 FLORIDA BUILDING CODE (FBC), STH EDITION TYP• EQUAL-LEG/BOX & TYP. INTEGRAL FIN &
J-CHANNEL ............ ... ......... 4 -ASTM E1300-09 J-CHANNEL FRAME (CURVED OR
GLAZING DETAILS ........................5 •ANBI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION FLANGE FRAME (CURVED
DESIGN PRESSURES.................. 6-10 -ALUMINUM DESIGN MANUAL, ADM-2016 OR ANGLED CORNERS) ANGLED CORNERS)
BOM &ASSEMBLY .......................11 •AISI S100.12 (ANCHORED THROUGH NAIL FIN)
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A. LYNN MILLER, P.E.
P.E.# 68705
=Glass Description
Table
#
7
7/8" Laminated I.G.: 1/8' A Exterior Cap + 7116' Air Space + 5116" Laminated; (2) Utes of 1/8" A Glass with .090" PVB Intedayer
4
8
718" 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 Intedayer
5
9
7/8" Laminated I.G.: 3116' A Exterior Cap + 318' Air Space + 5116" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer
6
10
7/8" Laminated I.G.: 3/16° T Exterior Cap + 3/8" Air Space + 5/161 Laminated; (2) Lites of 1/8' A Glass with .090" PVB Intedayer
6
11
1" Laminated I.G.: 1/8' T Exterior Cap + 7/16" Air Space + 7/16' Laminated; (2) Lites of 3116" A Glass with .090' PVB Interlayer
7
12
V Laminated I.G.: 3116" A Exterior Cap + 3(8" Air Space + 7/1W Laminated; (2) Liles of 3/16' A Glass with .090" PVB Interlayer
8
13
1" Laminated I.G.: 3116" T Exterior Cap + W15" Air Space + Via" Laminated; (2) Lites of 3116" A Glass with .090' PVB Interlayer
9
14
1" Laminated I.G.: 3116" A Exterior Cap + 3/8" Air Space + 7116' Laminated; (2) Lites of 3116" A Glass with .090" SG Intedayer
10
15
V Laminated I.G.: 3116' T Exterior Cap + 318" Air Space + 7/16' Laminated; (2) Utes of W16" A Glass with .090" SG Intedayer
11
16
1" Laminated I.G.: 118" T Exterior Cap + 7/16' Air Space + 7116' Laminated; (2) Lites of 3116" H Glass with .090" SG Interlayer
12
17
1' Laminated I.G.: 3116' T Exterior Cap + 318" Air Space + 7/16" Laminated; (2) LHes of 3116" H Glass with .090" SG Intedayer
1 13
AM F 9- ANr:HnRS INSTALLED THROUGH FRAME
Group
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment
A
#, S-8 S.S.
(steel,
or 4100 SS..S.)
P.T. Southern Pine (SG=0.55)
7/16"
1-wa" I
Steel, A361
3/8"
0.050"
r.
Steel Stud, A653 G33"
3/8"
0.0451" (18 Ga.)
Aluminum, 6063-T5'
3/8"
0.050"
W16" steel Ultracon
P.T. Southern Pine (SG=0.55)
7/16'
1-wB"
Concrete (min. 2.85 ksI)
1'
1-/8"
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
g
MS
#12 SS.S.
(steel, 1
or 410 S.S.)
P.T. Southern Pine (SG=0.55)
9/16"
1,/6°
Steel, A36'
3/8'
0.050"
Steel Stud, A653 Gr. 33"
318'
0.0451" (18 Ga.)
Aluminum, 6063-T5•
ala"
0.067
1/4" steel Ultracon
P.T. Southern Pine (SG=0.55)
1"
13/8"
114' steel Cretellex
P.T. Southern Pine (SG=0.55)
1"
13/8"
1/4" steel Aggre-Gator
P.T. Southern Pine (SG=0.55)
1"
13/8°
C
114" 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 Cretelex
Concrete (min. 3.35 ksi)
1'
1,/4"
1/4' steel Ultracon
Concrete (min. Z85 ksi)
2-1/2'
1-21W
D
114" steel Cretelex
Concrete (min. 3.35 ksi) -
2-1/2°
1-/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°
13/8'
Grouted CMU, (ASTM C-90)
1 2'
2'
lin.
dmenr
r/16"
318"
D50"
'(18 Ga.)
050"
a/a"
053"
O50'
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' = .09D' TROSIFOL
PVB BY KURARAY
AMERICA, INC.
"SG" = .090' SENTRYGLASO
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:
FLANGE
roE
�Q
BOX OR °�
EQUAL
LEG
J-CHANNEL
�Q
INTEGRAL
FIN
�Q
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 6-10.
LONG LONG LONG SHORT
l— SIDE —I SIDE SIDE ►I . ( SIDE
p0 I Op 02
LONG LONG LONG LONG LONG ryJ
I� SIDE F--,SIDE --I F-- SIDE y{ IF SIDE ^I SIDE � ( zO
Tr--- rr— 7-r--- T — TC),
EUJ
F I F �. I I F
Mw =(nl / I O=N SN �" 2u1
,!21 � 1� , J- 1L_
" MIN. OF 3
THREADS
BEYOND
THE
METAL
SUBSTRATE.
Material
Min. F.
Min. F.
Steel ScreN
92 ksi
120 ksi
I" SveN
60 ksi
' 95 ksi
410 Screw
90 ksi
110 ksi
Elco A "storS
57 ksi
96 ksi
Elco UftraCoA
155 ksi
177 ksi
410 SS FJco GtleFle G
127.4 ksi
189.7 ksi
6083-T5AEIrn(num
16ksi
1 22 ksi
A36 Steel
38 ksi
1 58 k5i
Or. 33 St etl Stud
33 ksi
1 45 ksl
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
-
(941)-480-1600
® COPYRIGHT 0 2017 PGT INDUSTRIES, INC.
CERT. OF AUTH. #29296 ALL RIGHTS RESERVED
VINYL FIXED WINDOW NOA (LMBSM)
GLASS/ANCHORS/FRAME OPTIONS
PW-5520 1,yl NTS 1.51 2 OF 11
0 9/9/14
om J ROSOWSKI
MD-5520.0 B
PRODUCTREVISED _
m mnydying x ith th. FlarW
BuOding C.&- „" _ , -
SHEET.
SHEET.
,0 60ILYA(N��r�ii�i
_ * : NO. 58705
�'74 ZONAL 10?.�`�.
A LYNN MILLER, P.E.
P._ 58705
INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES
INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X
INSTALLATION
DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU.
OPTION 1
EMBEDMENT
SEE NOTE 2, THIS SHEET.
EMBEDMENT
ANCHORED THROUGH
FRAME INTO 2X WOOD
I- EDGE DISTANCE
_
1/4• MAX. 1/4' MAX.
SHIM
FRAME OR BUCKSTRIP.
2 4 SHIM
SEE NOTE 2. THIS SHEET.
EDGE
^
Q
EDGE
• 0 EMBEDMENT Of
' ' 5
DISTANCE
FLANGE
FRAME
SHOWN
�1/4"MAX TYP. ANCHOR TYPE.
<
(� 1'THICK I.G. �7
TYP.ANCHORTYPE,
2
SHIM EMBEDMENT AND EDGE
EMBEDMENT AND
DISTANCE PER
TYP. ANCHOR TYPE.
EDGE DISTANCE PER
SUBSTRATE, SEE
5
SUBSTRATE.
EMBEDMENT AND SEE TABLE 2, SHEET 2.
EDGE DISTANCE PER
SUBSTRATE, SEE
-'
�0
..
TABLE 2, SHEET 2.
a Q 5 TABLE 2, SHEET 2.
Q
OO� 7/8• THICK I.G.
FLANGE EXTERIOR VISIBLE LIGHT WIDTH 7
' FRAME n EQUAL -
NOTES:
SHOWN V LEGIBOX
FRAME
7/8" THICK I.G.
BUCK WIDTH
SHOWN
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS
LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT
HORIZONTAL SECTION A -A
AND EDGE DISTANCE LIMITS. ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY SIDE OF THE
WINDOW.
•
DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS
MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES, TABLE 3, SHEET 2.
PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN
BUCK VISIBLE
1-1/2' THICK ARE TO BE CONSIDERED 1X
1/4' MAX.
HEIGHT LIGHT
HEIGHT
INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF
SHIM #10 OR #12 STEEL --►{ 1/4• MAX. SHIM
UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD
SMS S), SEE
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1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480-1600
® COPYRIGHT 02017 POT INDUSTRIES. INC.
CERT. OF AUTH.#29296 ALL RIGHTS RESERVED
VINYL FIXED WINDOW NOA (LM&SM) .2 919114
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k ; = D : A r-ii ,.Q m m ; r CERT. OF AUTH. #29296 ALL RIGHTS RESERVED m •+
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2 . 2 , VINYL FIXED WINDOW NOA (LM&SM) S 9/9/14 N
'" '%' •• ..-•�'�^� o DESIGN PRESSURE TABLES C cu
£ J ROSOWSKI m
PW-5520 NTS y 8 OF 11 3° p i
oz MD-5520.0 B
TABLE 10:
Window Design Pressure, (+/- psf)
use this cable
for Glass
type:
14
3/16" A Cep - Airspace - 7/16" A/A with SG
Window
Long Side
(In)
Dimensions
69.649 1
71
73
75
78
80
85
86
89
92
98
99
32
+801-110
+80/-110
+801-110
+801-110
+801-110
+80/-110
+801410
+80/-110
+80/-110
+801-110
+801-110
+801-110
34
+801-110
+80/-110
+801-110
+801-110
+80/-110
+80/-110
+801.110
+801-110
+801-110
+801-109.4
+80/=108.3
+80/-107.6
36
+80/-110
+80/410
+80/410
+80/410
+801-109.5
+801-108.6
+801-106.8
+80/-106.5
+80/-105.5
+80/-104.7
+80/-103.6
+80/-102.9
38
+80/-1D9.7
+801-108.9
+BD/-107.8
+801-106.8
+BD/-105.5
+80/-104.6
+801-102.7
+801-102.4
+80/-101.4
+801-100.5
+801-99.4
+801-98.7
40
+801-106.3
+80/-105.5
+801-104.4
+801-103.3
+80/-101.9
+801-101
+80/-99.1
+801-98.7
+801-97.7
+801-96.8
+80/-95.7
+80/-95
42
+80/-103.3
+801-102.5
+801-101.3
+80/-1DO.2
+801-98.8
+80/-97.9
.8
+801-95.5
+80/-94.5
+801-93.5
+80/-92.4
+80/-90.7
44
+80/-100.7
+80/-99.8
+60/-98.6
+801-97.5
+801-96
+80/-95
9
+80/-926
+80/-91.5
+80/-W.4
+8D/-87.1
+B0/-84.7
46
+80/-98.4
+801-97.5
+80/-96.2
+80/95
+80/-93.4
+80/-925
.3
+801-89.9
+801-88.1
+801-85.5
+80/-83.1
+801.81.6
c
48
+80/-96.3
+BO/-95.4
+801-94.1
+801-929
+BD/-91.2
+801-90.28
+80/-87.6
+801-84.6
+801.82.6
+80/-80.2
+/-78.6
a
50
+BW-94.6
+60/-93.6
+80/-92.2
+BW-90.9
+80/-89.2
+80/-08.2
.4
+80/-84.6
WWI_
+80/-82.4
+BO/-80.2
+1-77.6 .
w
E
52
+801-93
+80/-92
+801-90.5
+80/-89.2
+B0/-87.4
+80/-86.4
.3
+80/-82.6
+801-80.2
+/-78
y
54
+80/-91.7
+BW-90.6
+80/-89.1
+BW-87.7
+801.85.8
+80/-84.7
.3
+BO!-80.4
+/-78.1
56
+801-90.5
+BO/-89.4
+801-87.8
+80/-864
+80/-84.4
+80/-83.2
+/-78.657
+801-90
+60l-88.8
+801.67.2
+80f-K8
+BD/-83.4
+801.82
6O
+80/-87.2
+80/-96
+801-84
+8W-825
+801-80.1
+/-78.6
62
+BW-84.6
+80/-83.8
+8W-82.1
+80l-80.4
+/-78
MAX. O.C.SPACINGIF ANCHORING
THROUGHTHE FRAME PERSHEETS3&4
MAX.O.G SPAONGIFANCHORING
THROUGH THE INTEGRAL FIN PER SHEET4
64
+80/-829
+8W-82
+801-80.1
+1-7Q4
'
APPLIES TO B, C OR D ANCHORS
(SEE TABLE 2)
NOTAPPLICABLE
fib
+60/-81.1
+8W410.1
+/-78.3
68
+/-79.3
+1-78.4
13,2•
69.649
+/-77.7
TABLE 11:
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
�--- LONG SIDE
SHORT
SIDE
T f~ LONG SIDE -►�
SHORT
SIDE
GLASS TYPES 14 THROUGH
17 MAY NOT BE USED WITH
J-CHANNEL OR INTEGRAL
0 FIN FRAMES.
Window Design Pressure, (+/- psf)
Useft teWe
for Glass
Type:
15
3/16" T Cap -Airspace -7/16" A/A with SG
Window
Long Side (in)
Dimensions
77.76
79
81 1
83
56
87
91
1 94
1 96
99
1 104
107
111
36
+801-110
+801-110
+801-110
+W-110
+801-110
+80/-110
+80/-110
+BD/-110
+801-110
+80/410
+81/-110
+801-110
+80/-110
40
+801-110
+80/7110
+801-110
+8D/-11D
+801-110
+80/-109.9
+80/-108.6
+801-107.5
+80/-106.9
+80/-106.1
+801-104.8
+80/-104.1
+M-103.3
42
+801-110
+W-109.8
+80/-108.8
+80/-107.9
+80/-106.7
+80/-106.3
+801-104.8
+801.103.8
+80/-103.2
+80/-100.8
+110/-97.7
+BW-96.4
+80/.94.8
44
+BW-107.3
+SW-106.7
+801-105.7
+801-104.7
+801-103.4
+80/403
+801-101.4
+80/-90.6
+W,%.7
+801-941
+M.91.4
+60/-90.3
+801-89.2
48
+801-102
+801-101.3
+80I-100.3
+801.99.2
+80/-97.3
+8D/-98.2
+8d-925
+BO/-90.4
+801-89.2
+801-87.3
+801-84.4
+80/42.7
+BW-80.5
50
+80199.8
+80/99.1
+817-98
+8W-96.9
+BW93.9
+801-93.1
+801-89.9
+801-87.7
+BW46.2
+801-84.3
+BW-81.1
+1-79.3
+/-77
51
+BW-98.8
+eW-98
+8W-96.9
+801.95.8
+BW928
+8T-92
+80'-88.7
+BW-86.4
+BW-85
+m-828
+/-79.6
+/-77.7
+/.75.3
64
+801-96.1
+BW45.3
+W-S4
+BO!-92.1
+BW-89.4
+601.88.5
+80'-85.1
. +80/-827
+8W-81.1
+/-78.9
+/-76.3
+1-73.2
+/-70.6
58
+801-94
+B0193.2
+801-91.6
+BW-90.1
+80147.2
+80149.3
+80'-828
+8W-80.2
+/-78.6
+/-7a3
+/-725
+/-70.5
v
58
+801-91.4
+BW40.6
+8(Y-89
+801-87.6
+BW-85.1
+801-84.2
+801-80.6
+1-78
+/-78.3
+/-73.8
+/-70.2
VJ
61
+801-07.8
+801-67
+785.3
80
+801.83.6
+80/-81.2
+8W-80.5
+1-77.3
+1-74.6
+/-728
+/-70.4
0
r
to
63
+8W-85.5
+8W-84.6
+8W-828
W-8
+81.1
+/-78.8
+1-78
+1-74.8
+I-723
+/-70.6
-
64
+801-84.4
+BW-83.5
+80/-81.7
+/-80
+/ 77.5
+/-76.8
+/.73.5
+1-71.2 .
66
+80/-M2
+8W41.2
+/-79.4
+/-77.6
+1-75
+/-74.2
+/-71
68
+/-80
+/-79.1
+1-77.2
+1-75.4
+1-727
+/-71.9
'
70
+/-78
+1-77.1
+1-75
+/-73.2
+/-70.5
CHOR
MAX. H T E FRAMEACING PERIF SHEETS 3 &
THROUGH THE FRAME PER SHEETS
MAX. H THE INTEGRALING IF ANCHORING SH
THROUGHTHE INTEGRAL FIN PER SHEET4
72
+/-76
+/ 75
+1-73
+/-71.1
APPLIESTO B, C ORD ANCHORS
(SEE TABLE 2)
NOT APPUCABLE
74
+/-74.1
+/-73
+1-71
76
+/-722
+/-71.1
13.2"
77. 66
+/.70.5
I
LONG
y SIDE
N
SHORT
SIDE
j
LONG
SIDE
1
J SHORT I--
-7 SIDE f
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.
PRODUCF REVISED
as complying with LEW Fk3A15
Buildi"0 Code
Acczpteace No t 7- �fe14.0�j
Expimti"n Dsle �j�
NO CHANGES THIS SHEET.
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Cj /: N. VENICE, FL 34275 o
p Q :^ N Z (941)-480-1600 =
m z COPYRIGHT PGT INDUSTRIES, INC. G) �• <
m g: f-' ;O 2 _ CERT. OF AUTH. #29296 ALL RIGHTS RESERVED n1 y
9 VINYL FIXED WINDOW NOA (LM&SM) $ 9/9/14 y
" F"'^.``� o DESIGN PRESSURE TABLES E J ROSOWSKI m o
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FRAME
ASSEMBLY DET, ..�
.0so•
OANCHOR COVER
O "6�
1 1
71.
MITERED
CORNERS WITH
INTERIOR AND
EXTERIOR
WELDS
EXTERIOR
!�>
.062"
1 A83"
uuuuu L
.625' .625"
1.375' O J-CHANNEL FRAME
i -
OFLANGE FRAME
SILICONE
HOT -MELT BUM
-
STRUCTURAL
SILICONE
_
STRUCTURAL
1/4" NOM. FOAM
3/16' NOM.
POLYISOBUTYLEN
WITH
BUM &
WITH DESICCANT
DESICCANT
DESICCANT
FOAM
EXT. GLASS
EXT. GLASS
EXT. GLASS �,
Part#
Description _
Material
80
Kommeding 4SG TPS Spacer System
See this
Sheet for
81
Quanex Super Spacer nXr with Hot Melt Butyl
82
Quanex Duraseal Spacer
Materials
83
Cardinal xi. Edge Spacer
6o KODISPACE
0 4SG TPS
3.500'
.062"
1.483'
1.375'I� O INTEGRAL FIN FRAME
REINFORCEMENT POLYISO-
BUTYLENE
5/16' NOM. SEAL
ROLL -FORMED _
STAINLESS STEEL
GLASS INT. GLASS � �INT. GLASS
SUPER DURASEALO
81 SPACER®NXTT"'. 82 SPACER
EXT. GLASS
#
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
620133
Anchor Coler
PVC
720136
7/8" Glazing Bead
PVC
L74
720135
1" Glazing Bead
PVC
Backbedding, GE 7700or Dow 791
Silicone
71646N
Setting Block (7/8" x 1' x 1/8"-), 85 +/_ 5 duro.
EPDM
e3 XL EDGET11
SPACER
I
3.500'
.062"
1.483"
Ei 6�*�3A-i
OEQUAL LEG/BOX FRAME
r FILL AREA
f 16" NOM.
CONE SEAL
J
INT. GLASS
. •NODUCTREVISED
aS cmoplying with the Fkr:"
Iluildiug Code A1%061Q
crenMs No N
. 1 `t111 11,,1
ONY LYN/y�',,,
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
NOTES: (941}480-1600 No.58705
1) SOME PARTS NOT SHOWN FOR CLARITY.
2) J-CHANNEL FRAME SHOWN, PART #1. OTHER ® • ////�,/`` -
FRAME TYPES APPLY. COPYRIGHT ®ton PGT INDUSTRIES. INC. •`�L-
3) ITEMS Al8.73. 75-77 & 79 ARE NOT USED AND ARE CERT. OF At #29296 ALL RIGIii517ESEFtVEO �O •, U J
W
NOT PART OF THIS APPROVAL, v � T ••.
4) ENERGI PVC TO BE LABELED FOR AAMA VINYL FIXED WINDOW NOA(LM&SM) 9/9/14 %t� ' �ORIDP,.•'• ��
EXTRUDERCODE. d 'iss�'••....... NG��
g BOM &ASSEMBLY om 0``J ROSOWSKI ''i1,�NALI�I�
t PW-5520 NTS 11 OF 11z° MD-5520.0 B A LYNN MILLER, P.E.
P.E.#58705