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Product Aooroval Menu>Product or Amlication Search>Apolication List>Application Detail
SEJ V
FL# FL6890-RS
Application Type Revision u
Code Version 2014 _
Application Status Approved U.
Comments
Archived E,
Product Manufacturer Custo_rfL indofw Systems
Address/Phone/Email 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@cws.cc
Category 'WIndowsy_a
Subcategory �tCas ene t��
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
M_ 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 FL6890 R5 COI EvalRep CWS-161C(CA-8400 IMPI odf
Referenced Standard and Year(of Standard) Standard
Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-05 2005
PA/TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
http://www.floridabuilding.org/pr/pr app dtl.ast)x?Daram=WGEVXOwdDrni4Ro,'nMfwrr4„ i niQ/1n,1Z
Florida Building Code Online Page 2 oft
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 04120/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/2312015
Date Approved 06/23/2015
Summary of Products
FL# lModel,Number or Name Description
6890.1 1 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL6890 R5 11 CWS-161C(CA-8400,IMP).Pd
Approved 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:8400 Vinyl Casement,Large Missile,DP 67.5 FL6890 R5 AE DuPont PVB NOA 13-0129 27.pd
psf,Max.size 37"x 72".Outer lite in I.G.to be fully FL6890 R5 AE Eva]Rep CWS-1610(CA-8400,IMP).Pdf
tempered when used 30 ft.above grade in HVHZ.Glass FL6890 R5 AE Quanex(Mikron)NOA 12-1017 02.pd
complies with ASTM E1300-04. Created by Independent Third Party:Yes
Back Next
Contact Us::1940 North Monroe Street.Tallahassee EL 32399 Phone:850-487-182
The State of Florida is an WEED 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 mail.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 dick tle_e.
Product Approval Accepts:
W I(�I Ed M
securiLvmoitio-
1
http://www.floridabuilding.org/pr/pr app dti.aSDX?Darain--wC7FVXOwt-r)n,14'R-7Mf--d'4- 1 AN PIn 14
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
BY OTHERS
1/4"MAX.SHIM SEE TABLE 1 MIN,EDGE DIST. SUBSTRATE
INTERIOR 1900 SW 44TH AVE.
SEE TABLE 1 BY OTHERS
MIN.EDGE DIST. FLORIDA 34474
SEE TABLE I � i/4"MAX.SWIM SEE TABLE 1 wWW.WWW.CWS.CC
SUBSTRATE BY OTHERS MIN.EDGE DIST.
SEE TABLE 1 'fla
SEE TABLE 1 jj'']]
MIN.EMBEDMENT INSTALLATION ANCHOR L.f� wo PVC
PERIMETER SEALANT SEE TABLE I ❑❑❑
BY INSTALLER SEE TABLE I CASEMENT
INSSDEAND OUT SEE TABLEDI IMPACT
SEALANT BEHIND �O
FLANGE BY INSTALLER E-�J� 1/4"MAX.SHIM Y
�� •- " O
PERIMETER SEALANT m o r H
PERIMETER SEALANT BYINSTALLER o
BY INSTALLER INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR LLW W
SEALANT BEHIND SEE TABLE 1 q Q m
FLANGE BY INSTALLER FIN LANT BEHIND
p v
INSTALLATION ANCHOR INTERIOR �_HORIZONTAL SECTION fe 0! O
�� HORIZQNTALSECTiON v o �
SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE `� TYPICAL FIN ANCHORAGE o o y
HEAD AND SILL SIMILAR FOR FIN INSTALLATION W
a a w F a
D NOTE:ADDITIONAL THRU-FRAME ANCHORS o a a
(AS SHOWN IN DET.B/6)REQ'D AT THE HINGE °- v
SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT, a
� ca 0
SEALANT BEHIND
1/4°MAX.SHIM
t} C1 Q Z
FLANGE BY INSTALLER Q
P�'{pSORE rrrrrir,
PERIMETER SEALANT MIN.EMBEDMENT ++'Pr10ENS•TGQr��'
BYINSTALLER SEE TABLE 1
INSIDE AND OUT ;v. No 58201 :'P
SUBSTRATE BY OTHERS
SEE TABLE I TEDIST, CiC�o V. STATE OF •'40
SEE ABI
SEALANT UNDER SCREW r(DAL SECTION ( fi�O R L P''`��
HEAD BY INSTALLER —YP CIALSILLANCHORAGE (! ',�������NA
4/18/201 6
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TU
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. ,P.E.
FL PE#TURNER,
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"RW TAPCON 1-112° 1'1/8" 58201
PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"I1W TAPCON 1" 2° BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1• INSIDE AND OUT PH.941-380-1574
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"EO ULTRACON 1.1/4° 2.112" D HORIZONTAL SECTION 5 ET DESc IPTION:
LC
BOX FRAME INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"I W TAPCON "/a" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN,SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8° 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
i6 GAUGE(0.060")MIN.STEEL STUD #10-16 HILM KWIK-FLEXOR W FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07
FLANGE 16
(33 KSI YIELD MIN) TEKS SELF DRILLING SCREW THRU 0.060' 7/16° MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG N: REV.:
i/8"ALUM.(6063-75 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD
FLANGE 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. GWS-361 G
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS ec
FIN 2X MIN.SPRUCE-PINE-FIR(G=0.42) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SHEET
1:2 60F6
8'MAX.O.C.(TYP.)
12112'MAX O.C,(TYP.} SEE NOTE 2 4-MAX.(TYP.)— SEE NOTE 2
WI�MS
6-MAX(TYP.) 4'MAX.(TYP,)-
6-MAX(TYP.)- 121/2-MAX O.C. P.) 8-MAX O.C.(TYP.)— 1900 SW 44TH AVE.
V MAX.(TYP.) SEE NOTE 2 OCALA,FLORIDA 34474
6-MAX.(TYP.) SEE NOTE 2 4"MAX.(TYP.) WwW.cWS.cC
5'MAX.(TYP.)— 8400 PVC
MAX.0 C..
10
I- CASEMENT
(TPP-) IMPACT
(TYP-) MAX.O.C.
MAX.
3/4" x di
X MAX.04. !R
(TYP-) x cl
X
TT TO (T(TYP.)
H) .
r.r
INSTALLATION `
lu,
ANCHOR(TYP.) Lu a 1}- < < m
INSTALLATION 0 0 to
INSTALLATION ANCHOR(TYP.)
ANCHOR(TYP.) c o >
LU
X cc 0 cr
ul Lu
IL IL
6"THRU FRAME ANCHOR LL)
HINGE SIDE JAMS(TYP.) 6"THRU FRAME ANCHOR Lu
HINGE SIDE JAMB(TYP,) m D
ANCHOR LAYOUT-(FLANO
ANCHOR LAYOUT.-fFLANGE)
FOR UNITS UP TO 37"x 72' FOR UNITS UP TO 37-x 63' ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN)
FOR UNITS UP TO 37"x 72" FOR UNITS UP TO 37'x 63"
a�tetpc
. ....
...
..
NOTES: T)a� STATE
OF .4,40 z
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ..........l0
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 lot# 1110-0
CONSTRUCTED OF HIGH DENSITY PLASTIC 08 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. 4/18/2015
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
S.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 1239 JABARA AVE.
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 BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: -
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE&
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, 5-RWWN BY: DATE:
B.WOOD OR MASONRY OPENINGS,BUCKS AND DUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 05/05/07
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: WET-
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-161 0
FMA/AAMA 100(F)N WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET
1:20 5OF6
1900 SW 44TH AVE.
3 OCALA,FLORIDA 34474
viww.cws.cc
9 ti SD 49 4B
8400 PVC
CASEMENT
Is 3 IMPACT
46 16 1 18 co
46 i ao in n. uj
41
29
18 WLu< Lu< m
1 4 31 8 1 1 4 9 18 3 to
L) z
6 SECTION VIEW B-B !2
23 aw
0. fL I
a.
INTERIOR "'0't"�DREW
..........
•
No 58201 ..-P
10
%'P' STATE OF
40
0 R
'10
"45 N A
b i
24
1 s6 4/18/2015
7 cd
as LUCAS A.TURNER,P.E.
5 FL PE#68201
1239 JABARA AVE.
ISO NORTH PORT,FL 34288
PH.941-380-1574
46 39 SHEET DESGRIMM
SECTION VIEW A-A SECTION VIEWS
ALTERNATE FIN FRAME DRAWN BY: DAM
AIDE 05/05/07
DWG#:
CWS-161 c
ITEMS NOT SHOWN FOR CLARITY: SCALE: SHEET
14,16-17,19-20,25,27,32,34,37-38,42,44-46z 50 1:2 3 OF 6
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
8400 PVC
CASEMENT
IMPACT
7/8,OVERALL —7/8'OVERALL
—1W ANNEALEDorTEWSTM —1/8"HEAT STRENGTHENED or TEMPERED
—7116*AIRSPACE 7/16l AIR SPACE u- w LU
—
5116.•LAMINATED GLASS —5116'LAMINATED GLASS 0
z
—US`ANNEAL-ED —1/8'HEAT STRENGTHENED 0
090 DUPONT PVB INTERLAYER V)
—.090 DUPONT P143INTEMLAIM >
w
11W ANNEALED 118" uj
1/8'HEAT STRENGTHENED w cc
—
SIKAFLEX SS2 0
S KAFLEX 552 OR
23 PIURFECT GLAZE'W 2
P RFECTGLAZE'W > 0
IL uj
1
> itz'GLASS BITE
6 llr GLASS rEffTE
F
13 ... "Istilitts",
4
46
No 58201 .'P
STATE or 14419
41
OR
�""YiONA
to
GLASS TYPE A GLASS TYPE B
4/18/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
5 T DESCRIPTION:
GLAZING DETAILS
DRAWN BY: D :
MAX UNIT SIZE MAX POS. DPIGLASS TYPE ADE 05/05/07
DWG#: RK:
37"x 63" +67.5 A CWS-161 c
37"x 72" +67.5 B 6CAL5: SHEET
1:1 20F6
DUPONT BUTACITE® PVB INTERLAYER
Material Characteristics
Butacite@ PVB Interlayer (Colors)
Designation Test Properties
Self Ignition Temperature 1] ASTM D1929 7881=(420'U)
Self Ignition Temperature[2] ASTM D1929 788'F(420 G)
Self Ignition Temperature[3] ASTM D1929 788'F(420 L)
Self Ignition Temperature[4] ASTM D1929 788 IF(420`C)
Self Ignition Temperature[5) ASTM D1929 7887(420`C)
Flash I ninon Temperature[11 ASTM D1929 788 7(420 C)
Flash Ignition Temperature[2] I ASTM D1929 770 T(410'C)
Flash Ignition Temperature[3] ASTM D1929 770`F(410 t)
Flash Ignition Temperature[4] ASTM D1929 788 7(420 `C)
Flash lgnition Temperature ASTM D1929 788 420 9C
Avg Smoke Denslty.-Rating[1] ASTM D2843 7.2 .
Avg Smoke Density Rating[2] ASTM D2843 9.1
Avg Smoke bens-0 Rating[3] ASTM D2843 10.2
Avg Smoke Density Rating[4]- ASTM D2843 10.1
Avg Smoke Density Rating[5] ASTM D2843 8.1
Burning Rate 11 ASTM D635 0 It m1min,
Burning Rate[21 ASTM D635 0 mmlmin.
Burning Rate[3 ASTM D635 0 mm/min.
Burning Rate[4] ASTM D635 0 mm/min.
Burning Rate[5) ASTM D635 0 mm/min.
FRUMUT
IF
[1)Clear Butadte®PVB interlayer flt iftC�o'Ae�� a
[2]Charcoal Grey Butacite®PVB Interlayer ..A mo.No I�"012t- 7
[3] Blue-Green Butacite®PVB Interlayer
[4)Azure Blue Butacite®PVR Interlayer �>
[5]Solar Bronze Butacite®PVB Interlayer
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 SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING
THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE.
`DuPont Bu6cite6 PVB interlayer,
flii�lit y
����tff�►. K �� E.I.duPont de Nemours&Co., Inc.
t. :`,♦,a••+� DuPont P&iP;GLS
Chestnut Run Plaza Bldg 7121161
tic 1614* 4, P. O-Box 80712
Wilmington DE 19880-0712
A)._ = r Phone: 302-999-2125
' ► S-TAQ1 - kY. Fite#t3-Of2R.17 Sheet 2of 2
C •.�a� ••••
��Si•d� . Drawing Date: 01/15113
'•••�$.+Ab 0�-f 4 3���[3 Allan A. Kozich, PE
��, $�pIN ��i����, C14 tid. 1,1145 R8 istration # 16864
DUPONT BUTACITEO PVB INTERLAYER
PRQQUCT DESCRIPTION
MANUFACTURED BY: E.I. DUPONT DE NEMOURS&CO.,INC.
A PLASTIC INTERLAYER MATERIAL FOR LAMINATION WITH GLASS
ON BOTH SIDES. A TYPICAL GLAZING IS-MADE OF THE FOLLOWING
COMPONENTS:
A B C A - 1180(3.0 mm)Annealed Glass
SECTION 8 - 0.030"(0.76mm) DuPont ButaclteO PVB Intedanr
0 - 1/8"(3.0mm)Annealed Glass
MATERIAL CHARACTERISTICS
Butacite@ PVB Interlayer (Clear)
--Designation Test Properties
ButeciteO PVB Intedayer(Clear)
Self Ignition Temperature ASTM D1929 7887(420�)
Flash-ignition Temperature ASTM D1929 788"F(420 OC)
&vq Smoke Density Rating ASTM D2843 7.2
Burning Rate ASTM D635 0 mrntmin.
Xenon Weathering(4500 hrs) ASTM C.168-02 Weathering Flexural Strength
Method A IASTM C168-02 Method A)
Before After
2940 psi I-- 3189 p!i
*WEATHERING PER SECTION 2612 OF THE FLORIDA BurLDING CODE
THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANOE OF THIS
COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL To THIS
OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING
THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE.
0—nj.gg agltd&P .8 Interfaver:A.
V
EkdtftC0ft- '-t!' Ed'--duftnt-de Nernours-&Co., Inc.
A=Wbvwwz'j.!q-61X 22
'j
3 wpsiffiffloto,
AP4111 .44 1 f
00% =Ail
Chestnut Run Plaza Bldg 7121161
st a, P.0.Box 80712
MixtUI)Mv P ro4ad Cm*d
Air-
1e664 Wilmington DE 19880-0712
Phone: 302-999-2125
* Rev.'File#U-0W.0 Sheet lof S2
q
-p'. STATE GF Date: 01115/13
,0
Allan A. Koziol, PE
r
OR%
6*0". 66*0 C-A fV10. (965 Registrafion#16864
10AA%,
N
R.I.DuPont De Nemours&Co.,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.13-0129.27,titled"DuPont ButaciteO PVB Interlayer", Sheet 1 and 2 of
2,dated 01/15/2013,prepared by E.I. DuPont De Nemours,&Co.,Inc,signed and
scaled by Allan A.Kozich,P.E.
B. TESTS "Subinifted 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.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS "Submitted under NOA #11-11M 03"
1. Statement letter of code conformance.to 2010 MC issued by Allan A. Kozich &
Associates,dated 03/01/2012,signed and sealed by Allan A. Kozich,P.E.
"Subiniffed under NOA#11-0624.01"
2. Statement letter of code,conformance to 2007 FBC and no financial interest issued by
Allan A. Kozich &.`Xssociates,' dated 08/09/2011, signed and sealed by Allan A.
Kozich,P.E.
0�04#6
Carlos K.Utrera,P.E.
Product Control Examiner
NOA No.13-0129.27
Expiration Date:December 11,2016
Approval Date:April 11,2013
MIAMI-IaADE AHAMI-DADS COUNTY
• PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOARC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADNIINISTRATION DIVISION . T(786)315-2590 F(786)3152599
NOTICE OF ACCEPTANCE (N" wyy-nziamidade.gov/economy
E.I.DuPont De Nemours&Co.,Inc.
DuPont P&IP Chestnut Run Plaza,7121161,P.O.Box 80712
Wilmington,DE 19880
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) resetve 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:DuPont ButaciteG9 PVB Interlayer
APPROVAL DOCUMENT:Drawing No. 13-0129.27,titled"DuPont 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,,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 coiner of the
glass with:"MDCA-ButaciteO PVB",standing for"Miami-Dade County Approved—ButaciteJ PVB",and
the laminator's identification mark. These marks shall be applied by the individual laminator producing the
finished laminated glass product containing the ButaciteO PVB interlayer.
RE' NEWAL 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 NOS,will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture ofthe 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#11-1118.03 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.13-0129.27
MIAMI DADS c�oUNTY hA Expiration Date:December 11,2016
t Approval Date:April 11,2013
#1tv Page 1