HomeMy WebLinkAboutProduct Approval (3) flornda Building Code Online
RECEIVED OCT0 81015 Page 1 of
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Professi64 #PPodu�Approval
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pro�J->+OC•G'dh'p�{i>Cruchrct or Arnli�tion Saa-h>Aool'canon Uct>Application Detail
FL#
Application Type FL5823-R6
Revision
Code Version
2
Application Status
Approved �
Comments
Archived 04/16/2015
Product Manufacturer
o �!Indow�5vstems
Address/Phone/Emailrnr�^
1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@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 Ext 291
jlathrop@Lws.cc
Category WIndoa�s
Subcategory Inge u_
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
d 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
V. Validation Checklist-Hardcopy Received
Certificate of Independence FL5823 R6 COI EvalReo CL�JS-155C fSH 8100 Im act' df
Referenced Standard and Year(of Standard) Standard
Year
AAMA/WDMA/CSA/101/I.S.2/A440-05 2005
ASTM E1300-04 2004
ASTM E1886-02 2002
ASTM E1886-05 2005
ASTM E1996-02 2002
ASTM E1996-05 2005
PA/TAS 201/202/203 1994
b"'//WWW 1 nrii-Inhi711dinc Hirtl—l,•.,- .]ai _____.n
.Fionda Building Code Online Page 2 of 3
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/14/2015
Date Validated 04/2112015
Date Pending FBC Approval 04/25/2015
Date Approved 06/23/2015
Summa ry of Products
FL# Model,Number or Name Description
-J[
15823.q W" J&,f0D .idyl jSiq IeH pMct-'XZ—
_g
g_QR
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R6 11 CWS-1550(SH-8100,Impact).pdf
Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other.Large Missile,see installation dwgs.for Max.size FL5823 R6 AF- DuPont PVB NOA 13-0129 27.p
and DP.Outer lite in I.G.must be safety glazed when used FL5823 R6 AE F-vaJRW CWS-155C(SH-8100,Impact).pd
above 30 ft.in HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE Ouanex(Mikron)NOA 12-1017 02.p
Created by Independent Third Party.,Yes
5823.2 SH-8100 Cont.Hd.&Sill SH-8100 Cont.Hd.&Sill(double Single Hung),Impact,74
1 1/8"x 63".
Limits of Use Installation Instructions
Approved for use in HVHZ*Yes FL5823 R6 11 CWS-440B(SH-8100,IMP,74x63,
Approved for use outside HVHZ:Yes CONTHDSL).od
Impact Resistant:Yes Verified By:Lucas A.Turner 58201
Design Pressure:N/A Created by Independent Third Party:Yes
Other.Max.unit size 72-7/8"x 61-3/4".Outer lite in I.G. Evaluation Reports
must be safety glazed when used above 30 ft.in HVHZ. FL5823 R6 AE QgPont PVB NOA 13-0129 27.gd
Glass complies to ASTM E1300-04. FL5823 R6 AE EvalRep 0,VS-4406(SH-8100, IMP,74x63,
CONTHDSL).pd
FL5823 R6 AE Ouanex(Mil(ron)NOA 12-1017 02.pd
Created by Independent Third Party:Yes
5823.3 SH-8100 Cont.Hd.&Sill SH-8100 Cont.Hd.&Sill(double Single Hung),Impact,74
1 118"x 72".
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FL5823 R6 11 CWS-491B(SH-8100,IMP,74x72
Approved for use outside HVHZ:Yes CONTHDSL).pd
Impact Resistant:Yes Verified By: Lucas A.Turner 58201
Design Pressure:+67.5/-67.5 Created by Independent Third Party:Yes
other:Large M15stre,OP=+/-67.5 pSf,Max.size 74-1/8" Evaluation Reports
x 72".Outer lite in I.G.must be safety glazed when used FL5823 R6 AE DuPont PVB NOA 13-0129 27.pd
above 30 ft.in HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE EvalRep CWS-491B(SH-8100,IMP,74x72
CONTHDSL).Pd
FL5823 R6 AE Ouanex(Mikron)NOA 12-1017 02.gdf
Created by Independent Third Party:Yes
5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w.HD FMR,5 HI
I sash.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R6 if CWS-295C(SH-8100,IMP,52x96).odf
Appircived for use outside HVHZ;Yes Verified By: Lucas A.Turner 58201
Impact Resistant;Yes Created by Independent Third Party:Yes
Design Pressure:+67.5/-67.5 Evaluation Reports
Other:Large Missile,52"x 96"w/5 HI sash,+/-67.5 psf. FL5823 R6 AE DuPont PVB NOA 13-0129 27.pd
Outer lite In I.G.must be safety glazed when used above 30 FL5823 R6 AE DuPont SGP NOA 11-0624 02.pd
ft.in HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE EvalRep CWS-2950(SH-8100,IMP,
52x96).i?df
&582.3 R6.AE Quangx(Mikron)NOA 12-1017 02.2d€
Created by Independent Third Party:Yes
MIAM MlAhH-DADS COUNTY
• PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Maud,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DPVISION T(786)315-2590 -F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) MMMmiamidade.gnteconowy
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 D-635 Class Cl
Self Ignition temperature ASTM D-1929 925°F>650
Average Smoke Density Rating ASTM D-2843 43%<75
Flame Spread Index ASTM E-84 262<75
Tensile Strength(Difference: *Exposed&Unexposed) ASTM D-638 4.98%<10
*Exposed per Section 2605.2 of The.Florida Building Code.
MISSILE HWPACT RATING:None
This NOA revises NGA#11-0830.09 and consists of pages I and 2,as well as evidence page E-1.
The submitted documentation was reviewed by Carlos NL Utrera,P.E.
NOA No: 12-1017.02
Expiration Date:December 26,2016
Approval Date:February 7,2013
Page 1
MIAMI- E MIAMI DARE 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) wwymmiawidade.aov/economy
Quanex Building Products,Inc.
1034 Sixth Avenue North
Kent,WA 98032
LIMITATION: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"NIDCA".In addition,(a)each Certified
Extrusion shall be labeled every 4 ft or less on the underside with the Extruder Code and"MDCA7 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,
TERNUNATION 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.
'toll
NOA No:12-1017.02
Mt�+rn
ECO Expiration Date:December 26,2016
.II '''• •�I Approval.Date:February 7,2013
Page 2
Ouanex 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 97-26440910,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.
2-1037-
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).
3. Current list of AAMA Fenestration Exterior PVC Profile Certified Licensees.
F. STATEMENTS "Submitted under AAMA Master File#12-103?'"
L.
2-1037-
L. Statement letter of code conformance to 2010 FISC issued by Turner Engineering&
Consulting,Inc.,dated 04/25/2012,signed and signed by Lucas A.Turner,P.E.
2. Standards' equivalency report issued by Turner Engineering&Consulting,Inc.,dated
04/25/2012,signed and signed by Lucas A.Turner,P.E.
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. 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.
"Submitted under NDA #06-1220.01"
2. Member acknowledgement letter issued by Mikron Industries, Inc. -Spectus Systems,
on 08/03/2001 and signed by Douglas W. Allen.
3. Component Release Letter issued by American Architectural ManufAacrs
Association on 09/07/2001 and signed by Dean Lewis.
Car os M.Utrera,P.E.
Product Control Examiner
NOA No 12-1017.02
Expiration Date:December 26,2016
Approval Date:February 7,2013
E-1
TElm,V T1b 1239 Jabara Ave.
U
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING,INC. FBPE C.O.A. #29779
Evaluation Report 155C
April 18,2015
Product Description: Series 8100 PVC Single Hung,Large Missile Impact,53 1/8"x 76"unit size at up
to+/-67.5 PSF,36"x 62"unit size at up to+67.5/-75 PSF,-7/8"Insulating Glass consisting of 1/8
Annealed or Tempered outboard lite —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite
Manufacturer: Custom Window Systems,Inc. 1900 SW 44"'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 5"'
Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. 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-155C,signed and sealed by Lucas A.Turner,P.E.
3) Test Report NCTL,21 0-3 668-1,-1 A,-2,-2A,3669-1,-1 A,-2,and-2A. by National Certified
Testing Laboratories,Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing
performed: TAS 201,202,203 1994,ASTM E 1886, 1996 2002/2005,and AAMA A440 2005
4) Supplemental CaIcs.to support CWS-155C, signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-155C.
Limitations of Use: This product:
* May be used in O/X configuration in sizes,design pressures,and with max.glass DLO heights as
shown incWS-155C
* Is impact resistant and does not require the use of shutters
* May be used in the High Velocity Hurricane Zone
* Requires 7/8"Insulating Glass consisting of 1/8 An'nealed or Tempered outboard lite(Tempered
required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-118Ann) inboard lite
* Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.27'
* Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021
11 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5th Ed.(2014)Florida Building Code for use in this
product.
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.
E
4,0' S
4/18/2015
Lucas A. Turner-P.E-
8 T'A T F C
0 4u FL PE#58201
4 0 R �O N
...... Lucas A. Turner
4,'414#1131610 2015-04-18
22.13-04-On
$' IAM 31HAA11-DADE COUNTY
o PRODUCT CONTROL SECTION
11805 SW 26 Street;Room 208
DEPARTMENT OF REGULATORY AND ECONOIWC RESOURCES(RXR) Miami,Florida 33175-2474
BOARD AND CODE ADNIINISTRATION DIVISION T(786)315-2590 F(786)115-2599
NOTICE, OF ACCEPTANCE (NM www.miamidade.eqyleconom
EX DuPont De Nemours&Co.,Inc.
DuPont P&]P Chestnut Ran Plaza,712/161,P.O.Box 80712
Wilmingtou,I)Ef 19880
SCOPF':
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 RRR-
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. ICER
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:DuPont Btttacite@}PVR Interlayer
APPROVAL DOCUMENT:Drawing No.13-012917,titled"DuPontButacite@ PVB Interlayer",Sheet I
and 2 of 2,dated 01/15/2013.,prepared by E.1.DuPont Do Nemours&Co,Inc,signed and sealed by Allan
A.Kozich,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.
MISSELF,IWACT RATING:None
LABELING:Laminated lites under this Product Approval shall be permanently marked in a comer of the
glass with:"MI)CA-Butaciteg PVT.standing for'Mami-Dade Count),Approved—Butacite@ PVB",and
the laminator's identification mark. These,marks shall he applied by the individual laminator producing the
finished laminated glass product containing the ButaciteaD PVB interlayer.
RE,NE WAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building*ode negatively affocting the performance of product.
TF,RMMATION 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 ofN0A.
ADVE RTISEMM NT: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#11-1118.03 and consists of this page I and evidence page E-t,as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos hL Utrara,
NOA No.13-0129.27
Expiration Date:December 11,2016
MIAMI-DADr- —UNTY Approval Date:April 11,2013
1 Q%amm,I
M., Page 1
B.I.DuPont De NLw2urs&Co..Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing,No. 13-0129.27,titled"DiPont Butacite@ PVB Interlayer", Sheet 1 and 2 of
2,dated 01/15/2013,prepared by E.1. DuPont De Nemours&Co.,Inc,signed and
sealed by Allan A. Kozich,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 03/29111 Joseph A.Reed,P.E.
3. A2280.01-10-18 ASTM D 2843 03/29111 Joseph A.Reed,P.E.
4. A2280.01-10-18 ASTM G 155 03/29111 Joseph A.Reed,P.E.
5. A2280.01-10-18 ASTM G 158 03/29/11 Joseph A, Reed,P.E.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Mianfi-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS "Submitted undej-NOA #1.1-11.18.03"
1. Statement letter of code conformance to 2010 FBC issued by Allan A. Kozich &
Associates,dated 03101/201.2,signed and sealed by Allan A.Kozich,P.E.
"Submitted undei-NOA#II-0624.01"
2. Statement letter of co.de.conformance to 2007 FBC.and no financial interest issued by
Allan A. Kozich Associates, dated 08/09/2011, signed and sealed by Allan A.
Kozich,P.E.
' I-30�4ie 4#-6
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.13-0129.27
Expiration Date:December 11,2016
Approval Date:April 11,2013
E-1
1"
DUPONT BUTACITEQ PVB INTERLAYER
Y
PROQ99T DESg&1FTIQN
MANUFACTURED BY: E.I.DUPONT DE NEMOURS&CO.,INC.
A PLASTIC INTERLAYERMATERiAL FOR LAMINATION wrrH GLASS
ON BOTH SIDES. A TYPICAL GLAZING IS-MADE OF THE FOLLOWING
COMPONENTS:
A B C A - 1/8" 3.0 mraAnnealed Glass
SECTION 8 - 0.03U'(0,76 mm DuPont Butacitee PVB Inteda r
C-- 1/8- 3.0 mm Annealed Glass
MATERIAL CHARACTERISTICS
Butaclte@ PVB Interlayer.(Clear)
I]eoi nation Test Properties
Butacitee PVB Interfe er Megr
Self Ignition Tem erature ASTM D1929 788'F 420
Flash Ignition Temp2rature ASTM D1929 788°F L42Q°C
Lvq Smoke Density Rating ASTM D2843 7.2
Burning Rate ASTM 0635 0 mmlmin.
Xenon Weathering(4500 hrs) ASTM 0158-02 t Weathering Flexural Strength
Method A ASTM 0166-02 Method A
Before After
2940 psi 3189 i
*WEATHERING PER SECTION 2612 OF THE FLORIDA BUILDING CODE
THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANOE OF THIS
COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SMALL APPLY FOR A PRODUCT APPROV* TO THIS
OFFICE AND SHALL,SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING
THIS COMPONENT WILL DESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE.
W.49190t_asaama Iriterlaver.:., .
- r.- �,t_r� E I:-duPbnt de Nemours-&Co. Inc.
*ic,���II�>itrr�taie� { ' x ;Dil ? i}t
`K f�'�°� Chestnut Rust Plaza Bldg 712/161 :
, �*yt�EM ... �' - Pru tttt3orrgb3 P.0. Box 84712
4 1? No q�88� Z i Wilrnington DE 19880-0712
Phone: 302-999-2125
« - Fav,File.*U-012°I.M Sheet 1O#2
I'm Sun OF �d dV�: DrawIng Gate: 01115M3
,� ,� .4� r Allan A. Kozich, PE
, �•#Dose# 4w• Na. 176 Re isirati0n#'19964
�jsj1NA�
Ile#aj
DUPONT BUTACITEO PVB INTERLAYER
Material Characteristics
Butacite@ PVB Interlayer(Colors) .
Designation Test Properties
Salt IgnMon Temperature 1t ASTM 01929 788'F(420'C)
Self Ignition Temperature L21 .ASTM D1929 788'F(420�C
Sett Ignition Temperature[3] ASTM D1929
Self Ignifion Temperature[4} ASTM D1929 788'F{420`C}
Self! rrihon Temperature Lq ASTM D1929 788`F(420"C)
Flash I nation Temperature 11 ASTM A1929 788 t(4201C
Flash Ignition Temperature 12 ASTM €31929 770`F 410!C}
I leph Ignition Temperature[31 1 ASTM D1929 770`F{410 t}
Flash Ignition Temperature[4] 1 ASTM D1929 788`F(420`Q
Flash Ignition Temperature ASTM D1929 788'F 420'C
Avg Smoke Dens •Rating[11 ASTM D2843 7.2 .
Av Smoke Densl Ra[ing[ ASTM D2843 9.1
Avg Smoke bensil Rating[3 ASTM D2843 10.2
-Avg Smoke Density Ratan [4j ASTM D2843 10.1
Avg Sfnoke Density Rating[ ASTM D2843 8.1
Suming Rate 11ASTM D836 0 mmlmin.
Bund Rate[21 ASTM D635 4 mmlmin.
Burnt Rate[3 ASTM D636 0 mm/min.
Buming Rate{4j ASTM 0635 0 mm/min.
Burning Rate[5[ ASTM D635 0 mmtrntn.
[t] Clear Butacite@ PVH intedayer Daae vrl�@r�Miveids
121 Charcoal Grey ButaciteS PVB Interlayer
[31 Stue-Green Sutacite@ PVB Interlayer
141 Azure Blue Butadte®PV8 Interlayer
[51 Solar Bronze Butacite@ PVB interlayer 0d 1p�
THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE of THIS
COMPONENT. SYSTEMS.INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS
OFFICE AND SHALL SUSMIT TEST REPORTS AND OTHER ARQUIM0 OOCUME14TS SHOWING THAT THE SYSTEM USING
THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER'I6 OF THt FLORIDA eUIMINS CODE.
I3uRorltBu6bitoO PVB Intarlavee
����at!A� 'teUs�`. _, E.I.duftnt de NernouTs&-Co., Inc.
�o*,�� , �••..,.. 1 �� DuPont KIP GLS
,,tiG� � `�• '� Chestnut Run Plaza Bldg 7121161
tic P. 0. Box$07'12
Wilmington DE 19880-0712
• g Phone; 302-999-2125
kV• fa[e#13-012U?Sheet 2of 2
®R'a Drawin Bate: 01115/113
` '�%:, . � ►ai 04-104t'513 Allan A. Kozich, PE
Ra lstration#16864
SINGLE HUNG - LARGE MISSILE IMPAC T 99UMLIMU&
(SHOWN w/DIFFERENT OPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINS 3Y3S
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND I SOD SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. WWW.CwS.Cc
2.GLAZING OPTIONS:(SEE SHEET 2)
OVERALL FLANGE WIDTH 3.CONFIGURATIONS:°01X'. 8100 PVC
53 Ila"MAX.UNIT WIDTH___ OVERALL FLANGE WIDTH SINGLE HUMG
015dw. 4.DESIGN PRESSURE RATING: IMPACT
GLASS OLD -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
.36' GLASS TABLES ASTM E-1300-04.
MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES i;4
1, LU
3-1-10"jjr ASTM E-1 300-04.
771/4' GLASS DLO
MAX 5,
OVERAL A ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED
FLANGE IN THE 0 ESIGN OF THIS PRODUCT,SEE SHEET 6 FOR ANCHOR
HEIGHT DETAILS.WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD
ANCHOR CALCULATIONS.
0 GLASS 63114' 1 0 z
r DLO OVERALL Lil 0
761, FLANGE 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT ROTARY
MAX. I 1 HEIGHT o LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL 0 Z5
UNIT If g >
HEIGHT 62" B B GLASS OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO 5 R LU
MAX OLD HURRICANE WINDS AND FLYING DEBRIS, w w
0 0
UNIT 7.ALL FRAMES AND VENTS FUILLYWELDED,SMALL JOINT SEAM SEALANT UHEIGHT USED AT FIXED MEETING RAIL AND JAMB.
_J
ul
6
37 vic 6 8.SERIES I MODEL DESIGNATION SH-8100. Y3 4
MAX. c 14:
SASH ( y (
6 GLASS 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: VDo
IT
HEIG� D DLO MASASX X-OPERABLE SASH,0-FIXED SASH
6 H x ar
HEIGHTI CLASS ID.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
.......
LOCATION. . . .. w-
DLO 0.
11.EXTERNAL WEEP SLOT=114°x 1-#14"LOCATED 4"FROM BOTH ENDS. No SB201
12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36'x 62".
-ot
A A
C v"o'. STATE OF
0
LO o 0 R
GLASS OLD GLASS 0 111;, ......
3157161 Lucas A.Tumer 00"� IONAL
_40_lLVt(r '401"
MAKSASHWIOTH MAX SASH WIDTH 2015-04-09
12:43-04:00
LUCAS A.TURNER,P.E.
FL PE 4 58201
1239 JABARA AVE.
NORTH FORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
LOCATION MAX. UNIT SIZE DESIGN PRESSURE IMPACT RATING GENERAL NOTES AND
TABLE OF CONTENTS RATING ELEVATIONS
NON-HVHZ +/-65 PSF DRAWNBY: DATE:
GENERAL NOTES&ELEVATIONS 1 53-1/8"x 76" ADE MIME
GLAZING DETAILS...............................2 HVHZ +/-67"5 PSF DWG 4: -ge-W.
SECTION VIEWS&ALT,FRAME........3 LARGE MISSILE IMPACT
EXTRUSIONS&B.O.M.........................4 NON-HVHZ +65/-75 PSF CWS-155 C
ANCHOR SCHEDULE&NOTES...,,.....5 36"x 62" SCA V_ SHEET
INSTALLATION DETAILS.....................6 L HVHZ +67.5/-75 PSF ' 1 OF6
15'MAXD.C.(rYP.)---
(TYP-) 4*MAX.(TYP.) 8"AMAXOG
O.C.(TYP.) 1900 SW 44TH AVE.
4-MAX,(TYP.)-, OCALA,FLORIDA 34474
6.MAX.(EYP.} T—
V,MAX. 1 WWW,CWS-CC
ANCHORATMIDSP (TYP.)--
G-MAX.(TYP.)----- r MAX.(TYP.)-
0'MAX.(TYP.)- 8100 PVC
J_ SINGLE HUNG
MAX.O.C. IMPACT
14" (TYP.)
MAX.O.G.
1013+16` 0 MAX.O.C.
MAX.O.C. (TYP.) W
�MIG AAIL I 1 (TYP-)
4-(TYP) w
e(TYP.) 4"(TYP.) co
0 S Z
x LD
Eo 1 0 cl CA >
� N � LU
cc a: w
ff
ul w Lu
M a. IL P
ANCHOR LAYOUT,-(FLANGE) ANCHOR LAYdUT-WIN) ANCHOR L JT-(FLANGE) ANCHOR
AYOL
YOUT-(FIN) <
SIZES OVER 36'9 62' SIZES OVER 36"x 62* SIZES 36*x Gr AND UNDER M62l'ANDUNDER
<
%0 10PEW #,
No 58201 P
NOTES: 7:'P STATE OF
1,INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
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 1116'18 PRESENT. LOAD BEARING SHIMS SHALL BE
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.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.
S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS 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 CONCRETEIGMU OPENINGS.EMBEDMENT SHALL BE BEYOND WOOD SUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT Do NOT REQUIRE 1X W ODD BUCKS BETW EEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7,A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:S"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. ADE 06/10/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, -ffwa—#I -AE7.—i
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-155 c
SCALE.
FMAIAAMA IDO(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMAAlVDMA 250(BOX WINDOWS),FMAIAAMAAVDMA 300(EXTERIOR DOORS) SHEET
1:25 50F6
MIN,EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE i — SUBSTRATE { �
MIN.EDGE DIST. 114"MAX SHIM BY OTHERS
SEE TABLE I MlIsL EDGE 0167. SUBSTRATE
I SEE TABLE I SEE TABLE I BY OTHERS 1900 SW 44TH AVE.
SEE
BY OTHERS 1/4"MAX.SHIM TABLE1 OCALA,FLORIDA 34474
SUBSTRATE. WWW.CWS.CC
SEE TABLE I MIN.EMBEDMENT MIN.EDGE DIST,
PERIMETER SEALANT---- SEE TABLE I SEETABLE1
BY INSTALLER INSTALLATION ANCHOR l 8100 pvc
INSIDE AND OUT SEE TABLE I SIN.GLEHUNG
SEALANT BEHIND DMENT
FLANGE BY INSTALLER L iw MAX,SHIM SEE TABLE I NPACT
MIN,E
PERIMETER SEALANT
PERIMETER SEALANT BY INSTALLER ;oz: i2z:l
By INSTALLER INSIDE AND OUT c� ,- �o
IN
AND OUT INSTALLATION ANCHOR LL wi
w 0 >
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE I LLI
SEE TABLE I FLANGE BY INSTALLER SEALANT BEHIND
FIN BY INSTALLER
g (n
2' HORIZONTAL SECTION HORIZONTAL C.) 0 Z
_7- ------ LL
TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE (j)
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
ccrcCc LU
Lu uj w cc
114'MAX SHIM
SEALANT BEHIND
FLANGE BY INSTALLER a
PERIMETER SEALANT MIN.EMS I EDMIENT
INSIDE
BYINSTAND OUT ALLER SEE TABLE 1 0*16111001%
SUBSTRATE BY OTHERS No 58201
SEE TABLE I
EDGE DIST. -A
SEE TABLE I
VERTICAL SECTION4c
STATE P A
6� TYPICAL SILL ANCHORAGE
P�..........
"'4 IONA
100
%11
TABLE 1,APPROVED INSTALLATION FASTENERS 41912015
FRAMETVPE SUBSTRATIETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONICRETE(40 KSI MIN.) 3116"ITIN TAPCON I-liff" FL PE#58201
PERIMETER SEALANT-----,--""
HOLLOW OR GROUT-FILLED CMU(117 PCF MEN.) 3116,,rrw TAPcom 2' BY INSTALLER 1239 JABARA AVE.
FLANGE
FLANGE CONICRETE(2.85 KSI MIN,) 3116"ELCO ULTRACON 11. INSIDE AND OUT NORTH PORT,FL 34288
FLANGE GFOUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 2-112" HORIZONTAL SEC TION PH.941-380-1574
B0X FRAME INSTALLATION SHEET DE8t;AIPTjD9._-
FLANGE 2X MIN.SOUTHERN PINE(G-0.55) 31-16-ITW TAPCON 1-3/8. 70' HEAD AND SILL SIMJLARFOR BOX INSTALLATION
- - I OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2)<MIN.SOUTHERN PINE(G.0.55) #10 WOOD SCREW 1-3/8" 7)8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, _6__
FLANGE 16 GAUGE(0.060-)MIN.STEEL STUD #10-iGHILTIKWIK�FLEXORF7 FULLTHREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: 0 E�
(33 KSI YIELD MIN TEKS SELF-DRILLING SCREW THRU 0,050, 7/16" ADE 06/10108
FLANGE VW ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF TAPPING FULL THREAD MIN,1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED WE,0: REV.:
1/8'STEEL(33 KSI MIN.) DRILLING SCREW 7/16' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
THRUO.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS ASCWS-155 c;
FIN 2X M IN.SOUTHERN PINE(G-0.55) tt8 WOOD SCREW SHOWN FOR FLANGE WINDOWS. _suTc'_
SHEET
12 GOF6