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FL# FL17387-R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext291
jlathrop@cws.cc
Category Windows
Subcategory Fixed
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
'�1 Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
Validation Checklist- Hardcopy Received
Certificate of Independence FL17387 R1 COI EvalReo CWS-1032A (PW-8150.WZ3. IMP).Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-05/09 2009
Equivalence of Product Standards FILEC
OP
Certified By Y
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/15/2015
Date Validated 04/16/2015
Date Pending FBC Approval 04/19/2015
Date Approved 06/23/2015
Summary of Products
FL# Model,Number or Name Description
17387.1 PW-8150 Vinyl Fin/Flange Picture PW-8150 Vinyl Fin/Flange Picture Window, Impact, WZ3
Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17387 R1 II CWS-1032A (PW-8150. WZ3, IMP).Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: PW-8150, Max. size 36" x 72", DP+/-60 PSF Glass FL17387 Rl AE EvalReD CWS-1032A(PW-8150. WZ3,
conforms to ASTM E1300-04. IMP). df
Created by Independent Third Party: Yes
17387.2 PW-8300 Vinyl Fin/Flange Picture PW-8300 Vinyl Fin/Flange Picture Window, Impact, WZ3
Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17387 R1 II CWS-1033A(PW-8300, WZ3, IMP).Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: PW-8300, See Installation Detail for Max. Sizes and FL17387 R1 AE EvalRepCWS-1033A(PW-8300, WZ3,
DR Glass conforms to ASTM E1300-04. IMP .)df
Created by Independent Third Party: Yes
fiar.K t:rx€
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement:: Refund Statement
.Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts:
an NM EN
Safe.: :
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING,INC. FBPE C.O.A. #29779
Evaluation Report 1032A
April 11;2015
Product Description: Series 8150 PVC Fixed Window, Wind Zone 3 LM Impact, 36"x 72"
max. unit size,with design pressure of+/-60 psf
Manufacturer: Custom Window Systems, Inc. 1900 SW 441h Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements
of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the
requirements of the 51h Edition(2014) Florida Building Code,not including the High Velocity
Hurricane Zone or Wind Zone 4. The product testing standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A. Turner,P.E., at 1239 Jabara Ave.,North Port, FL
2) Approval drawing CWS-1032A, signed and sealed by Lucas A. Turner,P.E.
3) Test Reports NCTL-210-3948-01/3951-01,by National Certified Testing Laboratories,
Orlando, FL,with testing performed: ASTM E 1886 `05,ASTM E 1996 `05/09 (large
missile impacts in accordance with Wind Zone 3), and AAMA/WDMA/CSA
1011I.S.2/A440 '08
4) Supplemental Calculations to support CWS-1032A, signed and sealed by Lucas A.
Turner,P.E.
Installation: Units must be installed according to approval document CWS-1032A.
Limitations of Use: This product:
• May be used in the configurations, up to the sizes and daylight openings, with glazing as
indicated in CWS-1032A
• Achieves design pressures of+/-60 psf
• Is Large Missile impact resistant and does not require the use of shutters
• May not be used in the High Velocity Hurricane Zone or Wind Zone 4 areas
• Requires Dupont Butacite PVB Interlayer
• Requires Quanex(Mikron)white rigid PVC frame extrusions
Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a
financial interest in Custom Window Systems or in any company manufacturing or distributing
products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I
acquire, a financial interest in any other entity involved in the testing or approval process of this
product.
No
4/11/2015
�* STATE OF
Al v, : Lucas A. Turner,P.E.
OR
` +��� FL PE 458201
41#1111,11 i Lucas A. Turner
2015-04-11 15:22-04:00
MIAMI-DARE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economy
Kuraray America,Inc.
2200 Concord Pike,Suite 1100
Wilmington,DE 19803
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:Trosifol°Ultraclear,Clear and Color PVB Glass Interlayers
APPROVAL DOCUMENT:Drawing No. G16-01,titled"Kuraray Trosifol®Interlayers",sheet 1 of 1,
dated 10/10/2016,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,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:None
LABELING:Laminated lites under this Product Approval shall be permanently marked in a corner of the
glass with:a)Trosifol°PVB,b)Laminator's identification mark and c)MDCA,standing for"Miami-Dade
County Approved,This marks shall be applied by the laminator producing the laminated glass.
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#14-0714.01 and renews NOA 014-0916.10 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 Carlos M.Utrera,P.E.
CMIAMI.DADE COUNTY NOA No.16-1117.01
Expiration Date: July 8,2019
Approval Date: January 19,2017
Ol f!3f�l'I Page 1
Kuraray America,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. G16-01,titled"Kuraray Trosifole Interlayers",sheet 1 of 1,dated
10/10/2016,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,
P.E.
B. TESTS
"Submitted under NOA #11-0624.01"
Test report Standard Date Signature
1. A2280.01-10-18 ASTM D1929 03/29/11 Joseph A.Reed,P.E.
2. A2280.01-10-18 ASTM D 635 03/29/11 Joseph A.Reed,P.E.
3. A2280.01-10-18 ASTM D 2843 03/29/11 Joseph A. Reed,P.E.
4. A2280.01-10-18 ASTM G 155 03/29/11 Joseph A.Reed,P.E.
5. A2280.01-10-18 ASTM G 158 03/29/11 Joseph A. Reed,P.E.
"Submitted under#NOA #09-0323.15"
Laboratory Report Test Date Signature
6. ETC-08-1023-20266.1 ASTM D 635 12/12/08 Joseph L. Doldan,P.E.
7. ETC-08-1023-20266.1 ASTM D1929 12/12/08 Joseph L. Doldan,P.E.
8. ETC-08-1023-20266.1 ASTM D 2843 12/12/08 Joseph L. Doldan,P.E.
9. ETC-08-1023-20266.1 ASTM C 158 12/12/08 Joseph L.Doldan,P.E.
10. ETC-08-1023-20266.1 ASTM C 158 12/12/08 Joseph L. Doldan,P.E.
"Submitted under#NOA # 09-0323.16"
Laboratory Report Test Date Signature
11. ETC-08-1023-20267.1 ASTM D 635 09/11/08 Joseph L. Doldan,P.E.
12. ETC-08-1023-20267.1 ASTM D1929 09/11/08 Joseph L. Doldan,P.E.
13. ETC-08-1023-20267.1 ASTM D 2843 09/11/08 Joseph L.Doldan,P.E.
14. ETC-08-1023-20267.1 ASTM C 158 09/11/08 Joseph L.Doldan, P.E.
15. ETC-08-1023-20267.1 ASTM C 158 09/11/08 Joseph L. Doldan, P.E.
C. CALCULATIONS
1. None.
17
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.16-1117.01
Expiration Date: July 8,2019
Approval Date: January 19,2017
E-1
f ..
Kuraray America,Inc.
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to the 5'edition(2014) FBC and of no financial
interest issued by Al-Farooq Corporation, dated 11/14/2016, signed and sealed by
Javad Ahmad,P.E.
"Submitted under NOA #14-0714.01"
2. Statement letter of code conformance to 2010 and 5 h edition(2014)FBC and no
financial interest, issued by PTC Product Design Group,LLC,dated 06/24/2014,
signed and sealed by Robert J. Amoruso,P.E.
3. Distributor agreement dated 06/23/2014.
"Submitted underNOA #14-0916.10"
4. Statement letter of code conformance to 2010 and the 51h edition(2014)FBC issued by
Al-Farooq Corporation, dated 06/16/2015,signed and sealed by Javad Ahmad,P.E.
5. Purchase agreement between E.I. DuPont De Nemours and Co. and Kuraray Co.,
LTD., dated May 22, 2014.
or�a3 17
Carlos A Utrera,P.E.
Product Control Examiner
NOA No.16-1117.01
Expiration Date: July 8,2019
Approval Date: January 19,2017
E-2
]Kuraray Trosifol« Ultraclear, Clear and Colors Glass Interlayers
. € z,
` PRODUCT DESCRIPTION:
{ s MANUFACTURED BY: KURARAY AMERICA INC., PVB DIVISION
c A PLASTIC INTERLAYER MATERIAL FOR LAMINATION WITH GLASS ON BOTH SIDES.
1A B A A TYPICAL GLAZING IS MADE OF THE FOLLOWING COMPONENTS:
A — MIN. 1/8" (3.0 mm) ANNEALED GLASS
' B — MIN. .030 (.76 mm) KURARAY TROSIFOLO iNTERLAYERS
(ULTRACLEAR, CLEAR OR COLORS) i
1 { > ., A — MIN. 1/8" (3.D mm) ANNEALED GLASS
MATERIAL PROPERTIES SUMMARY
Kuraray Trosifol' Ultraclear, Clear and Colors' Glass Interlayers
TEST DESCRIPTION TEST METHOD TEST RESULT RANGEZ FBC CRITERIA
SELF/FLASH IGNITION (F) ASTMYD1929 769_TO 788 >65D
SMOKE DENSITY ASTM 2843 7.2 TO 10.2 <75
BURN RATE (INCHES PER MINUTE) ASTM D635 03 <2.5
XENON WEATHERING' ASTM C158 ^' —7.5% TO 8.5%5 ±10% s
Table Notes: Alternate/Former Names:
1. Colors include but are not limited to the following: I Trosifol@'XT Glass lnterlayer
Trosifol®Red (23%)s TrosifoM Bronze (36%)6 1 Kuroroy Butocite@ PVB Glass Interioyer
Trosifol®Light Green (81%)s Trosifal 'Medium Bronze (557)s
Trosifol®Sky Blue (49%)s Trosifol@ Light Brown (55%)s
Trosifol@ Medium Blue (467. TrosifolO Medium Brown (24%)e
Trosifol®Violet (31%)s Trosifcl,�'Grey (45%)6
Trosifol@ Shining White (g%)s TrosifolOAschi Grey (42%)s
Trosifol@ Sand White (697.)6 Trosifol®Solar Grey (44%)s
Trosifol®White Translucent (557.)s Trosifol@ Ocean Blue (737)s
Trosifol Light Blue-Green (717.)6
2. flanges shown envelope results from oil product testing.
3. Flame did not reach reference mark.
4. Weathering as per the Florida Building Code.
5. Percent difference between control and weathered specimens as per FBC 2614.
6. Light transmittance percentage.
PRODUCT REVISED Note:
as complying with the Florida KURARAY TROSOFILR ULTRACLEAR, CLEAR AND COLORS GLASS INTERLAYERS
Bu ilding Cade CAN BE USED INTERCHANGABLY.
NOA-No. 16-1117.01 THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION
Ex iration eO7/08/2099 OF STRUCTURAL PERFORMANCE OF THIS COMPONENT.
P SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A NOA TO i
THE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION AND SHALL SUBMIT
By TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE
Miami a Product Control SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO IZ
CHAPTER 16 OF THE FLORIDA BLDG. CODE.
'— -- Cry revisions: _ r
AI L-FAROOQ CORPORATION l Kuraray Trosifol Interlayers r�j
wing no.
1 ENGtNEER5&PRODUCTDEVELOPMEW "- _� no a C dO5Crl ion
} 9360 SUNSET DRIVE,SUrrE 220 Kuraray America, Inc. PVB Division A 1.16.17 LIGHT % 6-0� ®� OF
REVISED dote; ,9_16-16I +�MU1MI,FLORIDA33173 (c.A.N ss11 2200 Concord Pike. Suite 1 1 DD I -•--^— �_.__
TEL.(SOS)2e491ee FAY(305)262-6979 Wilmington, OE. 19803 1 �acal�e: — — � �� •� � '
GLAZING\g16-at TEL (334) 279-4855 FAX sheet l_of� OVAL1
i
i
MIAHIM DE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Quanex Building Products,Inc.
1034 Sixth Avenue North
Kent,WA 98032
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:The approved White Rigid PVC Exterior Extrusions for Windows and Doors are to be
produced by Extruders Licensees in"AAMA Certification Programs for rigid PVC Extrusions".The
extrusions shall meet ASTM D 4726,classification(ASTM D 4216) 1-10154-33-0000, 1-20131-13-0000 or
1-40131-13 and the following properties.
Description Test Properties
Rate of Burning ASTM D635 Class CC
Self-Ignition temperature ASTM D1929 925OF>650OF
Average Smoke Density Rating ASTM D2843 43 <75
Flame Spread Index ASTM E84 26.2<75
Tensile Strength(Difference: *Exposed&Unexposed) ASTM D638 4.98%<10%
*Exposed per Section 2614 of The Florida Building Code.
MISSILE IMPACT RATING:None
This NOA renews NOA 012-1017.02 and consists of pages 1 and 2,as well as evidence page E-1.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
CMIAMIiIDADEu� �17 NOA No:a 26,2. 2
� Expiration Date:December 26,2022
43l yZ Approval Date:March 30,2017
Page 1
M IAM I•DADE MIAMI DADE COUNTY
-MIRM PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qoy/economy
Quanex Building Products,Inc.
1034 Sixth Avenue North
Kent,WA 98032
LDMATION: This approval does not include an evaluation of structural performance of this component.
Test reports and other required documents shall be submitted to Dade County Product Control;showing that
the systems using this PVC Extrusion will resist the loads according to Chapter 16 of the F.B.C., in order to
issue a specific product approval for the system.
LABELING: Each carton containing certified extrusions shall be labeled with the AAMA PVC Extrusion
Certification Label with the extruder name,city, state and"MDCA".In addition,(a):each Certified
Extrusion shall be labeled every 4 ft or less on the underside with the Extruder Code and"MDCA"or(b)
each finished product assembly shall be labeled with a permanent label and/or stamp with the Extruder Code
and"MDCA".
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.
MIAMI-na®urn NOA No: 17-0206.10
Expiration Date:December 26,2022
Approval Date:March 30,2017
Page 2
Quanex Building Products,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE PAGE
A. DRAWINGS
1. None.
B. TESTS "Submitted under AAMA Master File#98-0036"
1. Test report on Rate of Burning,Ignition Temperature, Density of Smoke,Surface
Burning Characteristics, Accelerated Weathering and Tensile Properties Test of"PVC
Extrusions from 5 different manufacturer"selected by AAMA",prepared by ETC
Laboratories,report#ETC 97-264-40910, dated 04/21/1998, signed and sealed by J.
L.Doldan,P.E.
C. CALCULATION
1. None
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATION "Submitted under AAMA.Master File#12-1037"
1. Procedural Guide for the AAMA Fenestration Exterior Thermoplastic Profile Certification
Program(AAMA 109-11).
2. Voluntary Specification for Rigid Polyvinyl Chloride(PVC)Exterior Profiles(AAMA 303-
08).
F. STATEMENTS "Submitted under AAMA Master File#15-0333"
1. Statement letter of code conformance to the 5a`edition(2014)FBC issued by Turner
Engineering&Consulting,Inc.,dated 02/19/2015,signed and signed by Lucas A.Turner,
P.E.
2. Standards' equivalency report issued by Turner Engineering&Consulting,Inc.,dated
02/19/2015,signed and signed by Lucas A.Turner,P.E.
"Submitted under AAMA Master File#12-1037"
3. No financial interest issued by Turner Engineering&Consulting,Inc.,dated 04/25/2012,
signed and signed by Lucas A.Turner,P.E.
G. OTHERS
1. Manufacturer's acknowledgement letter issued by Quanex Building Products,Inc.,
dated 01/20/2017 and signed by Douglas W.Allen.
2. Association release letter issued by American Architectural Manufacturers
Association, dated 01/24/2017 and signed by John G. Smith.
"Submitted under NOA #12-1017.02"
3. Letter stating that Mikron Industries, Inc.is a wholly owned subsidiary of Quanex
Building Products, Inc., dated 10/10/2012 and signed by David C. Gadd.
03 -a viz
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No: 17-0206.10
Expiration Date:December 26,2022
Approval Date:March 30,2017
E-1
PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED ����•
WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT 1900 SW 44TH AVE.
USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474
W W W.CW S.CC
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE
ZONE(HVHZ)OR IN ASTM E 1996 WIND ZONE 4 AREAS.
8150 PVC
MAX.OVERALL 2.GLAZING OPTIONS:(SEE SHEET 3)
FLANGE WIDTH PICTURE WINDOW
3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE IMPACT
36° NOT LIMITED TO,THOSE SHOWN ON SHEET 2.
MAX.UNIT WIDTH
31 13/16" 4.DESIGN PRESSURE RATING: �n
GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND o tii
GLASS TABLES ASTM E-1300-04. 5
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER o 0
INFILTRATION TEST PRESSURE AND GLASS TABLES
r T ASTM E-1300-04. 2 j
w m
r- 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED u)
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR 0 O
I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0
ANCHOR CALCULATIONS.
B I I B Z w
73 1/4" I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT w O w
MAX, I I REQUIRED. o a
OVERALL I I .I w [L
FLANGE I I 7.ALL FRAMES ARE FULLY WELDED.
HEIGHT o a. w
I 8.SERIES/MODEL DESIGNATION PW-8150.
I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ¢ z
O=FIXED SASH.
MAX.72" O I I �� NDREw�l!"�
MA I NIT 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �� P,•. p�
HEIGHT i i LOCATION. ��QGP�;.y�GENS�;.,�Qy
v r No 56201 �'-�P.
6113LIE I I I Lucas A.Tumer
GLOSS I I B 2015-04-11 '• STATE OF `
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— —————— —J LUCAS A.TURNER,P.E.
A A FL PE#58201
6 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.......1
EMK 10/06/14
ARCHITECTURAL SHAPES...................2
SECTION VIEWS&GLAZING................3 MAX, UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DING N: REV.:
ANCHOR SCHEDULE&NOTES...........5 36"x 72" +/-60 PSF LARGE MISSILE IMPACT CW: 1032 A
INSTALLATION DETAILS.......................6 scA�E SHEET
1:15 1 OF 6
WINDOW SYSTEMS
1900 SW 44TH AVE.
a OCALA,FLORIDA34474
W W W.CW S.CC
8150 PVC
/ PICTURE WINDOW
IMPACT
FULL ELLIPSE(OVAL) r
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FULL CIRCLE _............_........................__T__..___
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v: No 58201
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NOTES: �Q7 STATE OF ��'`
1.SEE SHEET 5 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. ��y�si.......
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\ 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. y�foorm 1►���,
THRU FIN-WOOD OPENING.
\ 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF 4/11/2015
RECTANGULAR WINDOW ON SHEET 1.
�• 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS LUCAS A.TURNER,P.E.
MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 5,WITH ANCHOR FL PE#58201
i SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1239 JABARA AVE.
NORTH PORT,FL 34288
I— PH.941-380-1574
1 SHEET DESCRIPTION:
ARCHITECTURAL
1/4 CIRCLE TRIANGLE SHAPES
DRAWN BY: DATE:
EMK 10/06/14
DWG#: REV.:
CWS-1032 A
SCALE: SHEET
1:1 20F6
r
WINDOW SYSTEMS
INTERIOR 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.CwS.Cc
7 , 1 —7 8150 PVC
10 10 PICTURE WINDOW
IMPACT
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11 3/8"AIR SPACE < U
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1/8"ANNEALED s.•r�•Pq�.
INTERIOR .JO:�V F�'•;✓�
: No 58201 :1'
10 1 10 PURFECT GLAZE"H"OR SIKAFLEX 552 ,�t 9 STATE �y
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o LUCAS A.TURNER,P.E.
-- FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
7 ^ OQO� PH.941-380-1574
�I 0❑ SHEET DESCRIPTION:
SECTION VIEW A-A IUhI
ALTERNATE FIN FRAME SECTION VIEWS AND
O GLAZING DETAIL
DRAWN BY: DATE:
EMK 10/06/14
1:1 DWO N: REV.:
CWS-1032 A
SCALE: SHEET
1:2 30F6
1 '
PARTS LIST FRAME CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL
1 H-6025 SASH STOP MIKRON PVC WINDOW SYSTEMS
2 H-6048 SINGLE HUNG FIN FRAME MIKRON PVC
1900 SW 44TH AVE.
3 H-6049 SINGLE HUNG FLANGE FRAME HEAD MIKRON PVC OCALA,FLORIDA 34474
4 H-6049 SINGLE HUNG FLANGE FRAME SILL MIKRON PVC WWW.CWS.CC
5 H-6049 SINGLE HUNG FLANGE FRAME LEFT JAMB MIKRON PVC
6 H-6049 SINGLE HUNG FLANGE FRAME RIGHTJAMB MIKRON PVC CORNERWELD(ALLSIDES) 8150 PVC
7 P-3113 SCREW SUPPORT FOR PVC SCALE 1:8 PICTURE WINDOW
8 P-3352 SETTING BLOCK 85 DUROMETER 1/8"x 5/8"x 2"LG. AMESBURY FOAM
10 P-4648 SIKAFLEX552 OR HENKEL PURFECT GLAZE"H" SIKA/HENKEL IMPACT
11 S-6064 GLAZING BEAD(7/8"O.A.I.G.) FRANK LOWE RUBBER
12 GLASS SEE SHEET CARDINAL GLASS !�2
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LINE ITEMS NOT USED: o 0
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PVC FRAME,FLANGE-H-6049 PVC FRAME, FIN-H-6048 PVC GLAZING BEAD-S-6064 PVC FILLER,SASH STOP-S-6025
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1/2'—f --+ �I- 3" -1 `f-
0 4/11/2015
LUCAS A.TURNER,P.E.
SCREW SUPPORT-P-3113 FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
BOM AND EXTRUSIONS
DRAWN BY: DATE:
EMK 10/06/14
DWG N: REV.:
CWS-1032 A
SCALE: SHEET
1:1 40F6
WINDOW SYSTEMS
1900 SW 44TH AVE.
12"MAX.O.C.(TYP.) 1 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474
6"MAX.(TYP.) 1 WWW.CWS.CC
SEE NOTE 2 4"MAX.(TYP.) SEE NOTE 2
6"MAX.(TYP.)
I I I I 8150 PVC
PICTURE WINDOW
I I I I IMPACT
MAX O.C. I I
I I (TYP.)
INSTALLATION I I o F
MAX O.C. I I ANCHOR(TYP.) I I o
(TYP.) i O i I O I INSTALLATION g }
ANCHOR(TYP.) w m
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No 58201,
NOTES: STATE OF
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1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. ++i+tns• O R i�•"G���
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE ,,+��hhAp �►���
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER,WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/11/2015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE#58201
1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. EMK 10/06/14
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.:
CWS-1032 A
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/W DMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:1 5 OF 6
TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT SUBSTRATE BY OTHERS Vfpl/CYW/ �
SEE TABLE 1 SEE TABLE 1 WINDOW SYSTEMS
MIN.EDGE DIST. SUBSTRATE
MIN.EDGE DIST. 114"MAX.SHIM 1900 SW 44TH AVE.
SEE TABLE 1 BY OTHERS
SUBSTRATE BY OTHERS SEE TABLE 1 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
W W W.CW S.CC
SEE TABLE 1
MIN.EDGE DIST.
SEE TABLE 1
PERIMETER SEALANT—, MIN.EMBEDMENT 8150 PVC
INSIDE BYINSTALLER
OUTSIDE SEE TABLE 1 INSTALLATSEE TABLET I ANCHOR MIN.EMBEDMENT PICTURE WINDOW
SEE TABLE 1 IMPACT
SEALANT BEHIND
FLANGE BY INSTALLER 1/4"MAX.SHIM
PERIMETER SEALANT o tii
INSIDE AND OUTSIDE F-
PERIMETER SEALANT BYINSTALLER c p
INSIDE AND OUTSIDE INSTALLATION ANCHOR - Y
BYINSTALLER SEE TABLE 1 Y
SEALANT BEHIND SEALANT BEHIND w m
FLANGE BY INSTALLER FIN BY INSTALLER 1n
C HORIZONTAL SECTION m z
6 TYPICAL FIN ANCHORAGE
BBl HORIZONTAL SECTION HEAD AND SILL SIMILAR FOR FIN INSTALLATION >
\6J TYPICAL JAMB ANCHORAGE a z W
INSTALLATION ANCHOR cc w O cc
SEE TABLE 1 a n~.
o —
SEALANT UNDER SCREW w En
HEAD BYINSTALLER o
W
1/4"MAX.SHIM
¢ O SEALANT BEHIND Z
FLANGE BY INSTALLER O
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MIN.EMBEDMENT PERIMETER SEALANT �Q�Q�''r•�GE N;q•.!/,pij�
PERIMETER SEALANT SEE TABLE 1 INSIDE AND OUTSIDE '�JCS E' *,.✓�
INSIDE AND OUTSIDE BYINSTALLER Z-a t No 58201
BYINSTALLER
SUBSTRATE BY OTHERS MIN.EDGE DIST.
SEETABLEI Z,ID STATE OF ,4u
SEE TABLE 1 i�i+O,�Cc (O R
A VERTICAL SECTION �,�� ONp4���`��
6 TYPICAL SILL ANCHORAGE 0 �411RP1l1��
7,
4/11/2015
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-1/2" 1-118" 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"RW TAPCON 1" 2" HORIZONTAL SECTION NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION PH.941-380-1574
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION SHEET DESCRIPTION:
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 3/16"ff1N TAPCON 1318" 7/8" INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 13/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KW IK-FLEXOR RW FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: EMK 10/06/14
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG C: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUTSIDE,FULL PERIMETER,BY INSTALLER. CWS-1032 A'
FLANGE 7/16"
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7116" SHOWN FOR FLANGE WINDOWS. SCALE' SHEET
1:2 60F6