HomeMy WebLinkAboutBuilding Permit Application r ST,
ALL APPLICABL§INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED `
Date: / Permit Number:
IVED
RECE
i
Building Permit Application
JUS 0 5 7017
Planning and Development Services PERM?(TING
Building and Code Regulation Division St. Lucie County, FL
2300 Virginia Avenue,Fort Pierce FL 34982
Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential x
PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line
PRUPOSED IN1 'RQUEMEiT LOCATiC►
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Address: j S 11/ a 7�3_,- I e J G 1
Legal Description: �5� ' ' I A600d — �io
Property Tax ID#: �s—O�_s—o1-�J��1— Lot No.
Site Plan Name: Block No.
Project Name:
Setbacks Front Back: Right Side: Left Side:
D �� ILED DSCRIPTION�QF, WORK'
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re- Q6-e.ry)i�jqIL0 LL)tr10LJS UJ1✓iyaC, sczersOc-
CO�FSTRUCTI1�4„INFORMATI0N k Fc b
Additional work to be nertormeun ert is permit—c1e,1 all appy:
❑HVAC Gas Tank Gas Piping Shutters ✓ Windows Doors
❑ P g ❑ /
11 Electric ❑ Plumbing ❑Sprinklers ElGenerator ❑ Roof Roof pitch
Total Sq. Ft of Construction: SFt.of First Floor:
Cost of Construction:$ 12,750.00 LitilitiesInSewer Septic Building Height:
- :Y
OWNER/LE5SEE '�lRAC
° CONTT £
OR
`'
Name Gregory Heydinger �.�,-f� Name: Scott Petak
Address:195 Nettles Blvd. Company: Statewide Windows&Doors
City: Jensen Bch State: Fl Address: 3431 w.woolbright Road
Zip Code: 34957 Fax: City: Boynton Beach State:FI
Phone No.772-229-9670 Zip Code: 33436 Fax: 561-202-1416
E-Mail:raeheydinger@yahoo.com Phone No. 561-202-1412
Fill in fee simple Title Holder on next page(if different E-Mail: Permits.statewidewindows@gmail.com
from the Owner listed above) State or County License: SCC131151898
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
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5,,. �,, .�.,,,, ,,
DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY:, �GNot Applicable
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone: Zip: Phone:
FEE SIMPLE TITLE HOLDER: yC- Not Applicable BONDING COMPANY: Not Applicable
Name: Name:
Address: Address:
City: City:
Zip: Phone: Zip: Phone:
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work
in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review:room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use
WARNING TO OWNER:Your failure to Record a Notice of Commencement may result'in your paying twice for
improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or recording our Notice of Commencement.
s
Signatbfe of n ess e/ ontrac r as Agent for Owner Signat a ont ctor/License Holder
STATE OF FLO !� ,.� o�C �/ STATE OF FLOPIMM
COUNTY OF1�I\ I Ir'( COUNTY OF (�J1NC1�
The fg instrum nt w,as/acknowledged efore me The f�41ipg instrument was acknowledged before me
this oZ ay of /if 20/ by this r�dday of a 20 1 by
!.
Wp-- owled ing) (Na yperc wled ing)
Pof
f Notary Public- tate of Florida ) (Signat e f Notary Rublic- to of FloridaJ.Ancevs ElizEth J.A evskiKnown R ProME
L Pers Known R'Produced Id NOTARYPU IC
ntification Produced '-ATEC OF LCORI Type of Identification Produced�=•.STAT�OF F RIDA
Comm#FF23 65
Comm#FF23Y785 Commission No. r (�
Commission No. Expires 6/4/2019 ��� Expires 6141,')19
Revised 07/15/2014
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA,TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
COMPLETE
INITIALS
i
ltl nWa Building Cia&Online Page.2.of 3
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Product Approval Method Method 1 Option A
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Date Submitted 11/19/2015
.bate Validated 11%23/2015
Date Pending FBC.Approvai
Date Approved 23/2015
Summar of:Products
i
FL,# Model Number or Name yt,. Description ,,_ j
1 010; ,PVf�8x50 PVA C xed lAtindoNf• '=� PW1''F1 SQ VC l i F Fi'�ei stl ittn" W
Li of Use wv Certification Agency Certificate
proved for use in HVHZ:Yes FLI 016`R4 C CAC CAR 138-1357odf
Approved for,use;outside HVHZ:Yes FL13010 R4'C'CAE CAR 138-1362.pd
'Impact Resistant:Yes FU13010 R4 C CAC CAR 138-562.odf
Design Pressure:N/A Quality Assurance Contract Expiration Date
Other:PW-8150,36"x 72"..and 72"x'76°see instailatian 04/14/2019
detail for DPs.Large Missile Impact.In HVHZ may only be.. Installation Instructions
used:up to 30ft abgve:grade..Glass complies to ASTM FL13610 R4 It GWS-433C'(PW=B15b 72x76 CMP)-,P-df
E1300-04. Verified By:Luds'A.Turner."58201
Created by Independent Third Party:Yes
Evaluation R, ep%rrts
FL13010 R4-ttF EyalRep GWS-433CJPW-815072x76
Mgt R4 AE Kurarav PVS NOA 1'4-0916 SQ pdf
FL13010 R4 AE Kuraray SGP NQA 14-0916 11;,[idf
EL13010 Rd AF Quanex(Mikron)NOR12=1017 02 odf
Created'by IndependentThird Party-Yes
i
1301012 PW-8150 PVC Fixed Window PW-8150.PVC FtgJFin Fixed'Windowi'Continuous He ii1.
1:Imits`of.Use, Certification Agency Cerci
Approved for use in HVHZ:,Yes 1'- -2 1e2. f
Approved'for use outside HVHZ,Yes FL1301'0 R4 C ICAC CAR 138-7QSe2 pdf
Inlpact Resistant:Yes FL13010 R41 C ICAC CAR 138-706e2.0d
Design Pkewure +67.5/-67.5 Quality Assurance Contract Expiration Date,
Other:'Large_Missiie bp +1-67:5 psf,Max:size 74 1/8" 08/12/2019
x 72 Outer lite:must be:safety glass above 30 ft,in HVHZ. Installation Instructions
Glass complies to ASTM E1300.04. FL13010 R, III'CWS-5108(PW-81)0 CONTHDSL
IMP).ndf
Verified'By:Lucas A.Turner 58201
Created,by.IndependentThled Party;:Yes
Evacuation Reports
FL13010 R4 AE DuPont PVB NOA 13-0129 27.odf
010 E4 AE EyalReo'CWS-5108(PW-8150
CONTHOSL IMPI.odf
FL13010 R4 AE Quanex.{[Ijkron}NOA 12-101? 02 ndf
Created by.Independent Third Party'Yes
13010.3, PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window;120"x 48".
Limits.of Use Certification Agency Certificate
Approved for use irk;HVHZ:Yes FLI QIQ R4 CI CAC CnR I3—255„e2 pdf
Approyed-for use outsl'de,HVHZ:Yes FL13010:R4 C'CAC CAR 138 481e2 odf:
Impact Resistant:Yes 1=13010 R4 CI CAC CAR 138-482e2 pdf
Design,Pressure:+70/-70. Quality Assurance Contract Expiration Date
Other:PW 8300,120"x 48" OP;+/-70,psf.:Large 04/09/2019
Missile'Impact.Glass complies to ASTM E1300-04. Installation Iistructions
FL13010 R4 II CWS-3736'(PW-8300.120x48,IMP).pdf
Verified By.Lucas A.Turner 5820f
Created by independent Third Party:Yes
Evaluation.Regarts: ('
FL13010 4 AE DuPont SGP NOA 11-0624 D2.pd
FL13010 R4 AE EvalReplCWSr373B(OW-8300 120)(48
I P.
FL1301t3 R4 AE Ouan x'(Mikron}NOA 12-1017'0 ndf
Created.by Independent Third Party-.Yes
13010.4 PIN 8300 PUC Fixed Window' PW-8304 PVC Flg/F1n Fixed,Window:
t;iMIts bf Use Certification Agency Certificate
Approvied;for use In HVHZ:Yes; FL13010 R4 G CAC CAR 238-1093;odf
/Npproved for use outside HVHZ:Yes FL 3010 R4 C CAC CAR•138-1320 odf
Tmpact.ftesistant Yes: F1I2010 R4 C CAC'CAFE138250e2'df
Desigh.PressurimN1A FL13010 R4 C'CAC CAR'08 274e2Bdf
,Other:,Large Missile,Impact,See Installation Drawings for EL13010 R4' C CAC CAR 138-457e2 ndf
Max.size and DP's.outer.lite'must be safety glass above.30 FL13010 R4 C CAC.CAR'138-465e3.pdf
ft.in HVHZ.Glass.complies16'ASTM E1300-04. EL130 00 g4 C CA-C.L64 138'534 odf
i
http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvQ WEFH60... 4/27/2016
I .
.Florida Building.Code Online Page.3 of3.
.FL13019 R4 C CAC CAR 138-730x2 odf
FL13GIO R4 C CAC GAR 138-739e2 Ddf
Quality Assurance Contract Expiration Date
oalz���o113 •
Installation Instructions
FL13010 R4 II CWS-159DVW78300 72x76 IMPj.,pdf
Verified By;Lucas A.Turner 58201.
Created by Independent Third'Pafty:'Yes
Evaluation Reports
FL'13010 R4 AE1 DuPont PVB NDA 13-Q12%27'odf
FL13210 R4 AEI DuPont SGP NOR 11-0624 02.0d
FL130fil R4 A6 EyalReo CWS-159D(PW-8300,72h76
MP,
FL13010R4 AF 011anex MnLcronl'NOA 12-1017 02 odf
Created by Indebendent;Third Party:V'Yes
Radr fiasf '
nota .. d340.Nortb'tomee-SttR4L Tdltah-�c Ft 323 JFnl ne:BSo:4aZ�t' 4
The State:cf Fiarfda is an RAlf_EC1:emptpyer.:j'o-norioht z(f07-2013 State of FioiWa.;:F_rtvacv State_n__e_M;;Acce4sibitity SSakemenk:::.Refund Stacemenk
Under Florida Jaw,email addresses are public records,If you do not want your e-mail.address released in response tua..public-records'ragoest do not send
esactronhcmati to`this entity.Instead,cuntacC the office by phone orby traditional mail.If you have ariy questions,please contact 850,487:1395-Fursdant to
Section.455.275(1),.Florida Statutes,effective October 1,2013,licensees.licensed under Chapter 455,F.S.must provide-the Department with an email address if
they have one.The emalts provided may be used for oficial.commnnicetign with the licensee..However"email addresses are publK record.If you do.notwish'in
supply a personal,address,please provide the:Department with an email address which can bo`made.$vailable,to,the public To dotermine if you are a*licenses under
Chapter 455,F.S.,pleaseclick here. -)
Product Approra
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http://www..floridab.uild,ing.,.orglpr/pi��app_dtI.asp)?param=wGEVYQwtDgvQEb8FEH60.., 4/27/2016
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Document Tithe, poc No. FRM B9.02
y Structural PelrformanceRe
,".: s PSB: Of;
Certification.
Authorization Report
Required By.*' PRO,B1-03.
CAR&Product IDINumber 138- - 1093.0
I
Issue.Date: 6/16/20.14
Revis on Date:, 7/8/2014
Expiration Date;• 4/29/2018
Company Code: 138
This of the product qualification documents for a product named below. This rreportiInc.(KCl)after fsit signed
validation,-review
ir
Report(CAR) Y Y5
p y Certifications.`is only valid when signed 6y an officer
ofi KCl;,aril iridicates the product as:manufactured by the company named.below.has been;tested:and meets the
requirements of the referenced'standard-and is eligible for the application of Keystone Certification Program certification
labels. Licensee stipulates in affixing certification labels to products, that those pfedu.cts are representative of the
specimen evaluated.and documenied:for certification authorization.Only products bearing1such a certification label shall
be.considered certified: The information in this report can be verified atwww.keystonece4s.com:
Licensee Information:: Product Information:
Custom Window;Systems, Inc Model:8300 Fin/Flange Frame PVC Imp Fixed
1900 SW'44th Avenue C)penator Type: FW
opal a. fL 34474 Confrg: No,GS-7/16"HS Lami IG
Max Width: 72.
Max Height: 76
Referenced Standard: Product Rating:
AAMAAIVDMA/CSA 101/I3.21A440-08 Class LC-PG651829x1930:(72x76)-Type FW WTP=1.5:0
Qualifying Test'Informatiom
Test Report No.: NCTL-210=3954/55-01
Test Report Expiration: 4/291201.8
Ai toorized Signature
Ke stone Ceirtificatiions, Inc.
:Digitailysigned by Steven M.Urich
DN.cn=5teven A Uncn, 56.4 Old York Road, Suite 5
o=KeystoneiZer ifications,Inc„ou, Etters, Pennsylvania 17319
email surich@keystonecerts com, Phone:'717-932-8500
Fax:'717-932=$501
Date:2074.07.10.1.6:29:14--04100'
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vAM—K EYSTONEC ERT9,C OM
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Document Tice: aoc;No: FRM 13:1`-02
Rev No: 7 Pei OC.
Y
ON
Structural. Performance
Certification
Authorization Report
Required BY: PRO 61-03 .
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CAR&Product ID Number 138 - 1320.0
Issue Date:i 121'11112014
Revision Date:; 12/,30/2014
Expiration Date: 9/23/2016
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Company Code; 138
(CAR) y y (KCI}after full validation revlew,
This Certification Authorization Report CAR is issued b .Ke stone Gertifiratians,.Inc: (K
and is based on.a standardized evaluation of the product conducted by an independent accredited laboratory in
j accordance with the specified referenced standard.Actual fenestration'product performance.may vary ,based•on.many
factors, including installation,_ condition of the wall/roof substrate: and the age of theproduct and installation
components,..
This report indicates the product is eligible for the.application of Keystone Cerfificatiori`Rrogrdm certification labels.
Licensee.stipulates in affixing certitication. .labels to products,.that those products are reptesenfiative of the specimen
evaluated, and documented for certification authorization. Only products. bearing such:a certification label shall.be
considered certified. The information in this report can be verified,atwww keystucerts.com.
Licensee Informati=on: Product Information:
Custom Window Systems; Inc Model:8300:PVC Fln/Flange Impact Fixed
1:900 SW 44th Avenue Operator Type: ,FW j
Ocala FL 34474 Config: No, G$-7116"HS Lamr 1G
MaxWidth: 72
Max Height: 76
i
Referenced Standard: Product Rating, j
PA/TAS 2011.202/203 Large:.M ssiiq,.DP+%67:5;7.2x76
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Qualifying TestInformation;
lest,Reporf No: NCTL-210-395.4/3955-1A
Test Report.Expiration; 912312018
Authorized Signature:
Digitally"signedbySteven M.Uiich Keystone.Gertification5, Inc.
DN:cn=$tevefi;M.Uiich, 56.4 Old York Road,Suite 5:
o=Keystone Certifications,Inc,ou,
emaii=surich@keystonecerts.com, Etters, P ennsyivania 17319
e=usPhone" 717-932-8;500
Date:70141'Z3.108;44:34-OS"001 Fax:717-932-8501.
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WWN.XEtYST0NUECERTS,C0M
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Ooetinent'ritle: Doc'No: FIRM 8743 ..
S7"d�31�1
Ir>rlla PerformanceR°" 1: 1
��. Certification
I
Authorizatio Repa►rt
Required By,. .PRO 81=03
CAR&ProductiID Number:. 138 - 250
Issue Date: 6/24120.08
Rev sion Date: 3/27/2015
Expiration Date: 5/12/2018
Company Code: 138
This Certification Authorization Repprt_.(CAR)is issued by Keystone Certifications;Inc.(KCI) after full validation review;
and is based on a standar&& 0ivatlon ;of the product conducted by an independ�.nt accredited labors" in.
accordance with the specified referenced standard.Atal.fenestra#fort product performance may vary based tan manyfactors, including installation, condition of the wall/roof substrate and the age .of the product and installation
components.
Thisreport indicates the product is:eligible far the application'of Keystone Certification: Progrs'm certification iabels.
Licensee stlpulat t in,affixing,certification labels to.products.,that those products are representative of the specimen
evaluated and documented for certification.authorization: Only products Baring such 'a certification label shall be
considered certified.. The lnformation in.this report catt:be verified atwwwkeystor ecerts.-coin.
I
Licensee information: Product Inforrnatforil
Custom Window Systems,Inc Model: 8300 Vinyl Impact Fixed i
1900,8W 44th Avenue Operator Type:
Ocala FL 34.474 Config: No,GS- 1::5/32"'Liami IG
Max Width: 72
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Max Height:: 76
Corresponding Structural CARS: 1:38-457
Riferefted Standard: Product Rat ling:
ASTM! E18661E1996-05 Wyle Level D,Wirild Zone'4, DIP+1-6.7:5,72X76.
Q+ualfyleig'Testinformation!
Test Report No. h..CTIL 2'10-3530-1A&-2A
Test Report.Expire[0on; 6/12/2018 l
AuthonzedSlIg"atuire.r Keystone Certifications, Inc.
Digitally signed h Jon Hill 564 Old.Y rk Road, Suite 5
Date 2015:03.3013:17.:10
Etters, Pennsylvania 17319
Phone;717-932-850Ct
Fax:717-932-8501
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www.KEY-TOlVEc ER*rs.0 OM
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oocunent rite: Doc No. j FIRM B1-43.
Rev No: 4 Pa- ( or 1
Impact Performance
X.�TOIlY1
Certification
cwrrr4eU.r+a..ies.tw�.
Authorization Report
Required W: PRO B1-03
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CP,R&Product,ID Number, 138 - 274
-RelIssue Date: 8129/2010
ision-Date: 11/13/2015
Expiration Date: 3/16/2020
Company Coder 138
This Certification Authorization.Report(CAR),is issue by Keystone Certifications,.Ina. (KCl)after full validation review,
and is based on a standardized,evaluation of the product conducted by an.independent accredited.ladwratoy in
accordance with the specified":referen.ced standard.Adtuai"fenestration p'roduct,performance-may vary based on many
factors, including installation condition of the walUroof substrate and the age of the product and installation
Components:.
This report indicates the product ds. eligible for the applieatior►..of Keystone Ce kation; Program certification;labels.
Licensee stipulates in affi>ang certification labels to products,that those products are representative.of the specimen
evaluated and ,documented for certification authorization. Only products bearing such a"cerfification label;shall be
considerer.certified: The inforinotion in this report can be verified at www.keystotiecerts.coim.
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Ucensee InformatAian Product information:
Custom,WindowrSystems;,Inc Model: 8300 PVC Fin/Flange Frame ImpactFixed
-1900 SW 44th Avenue Operator Type: FW
Qcala FL :34474 Config: No,GS-5/16"Ann Lam!lb
Max Width: 48:
Max Height: 72
Corresponding Structural CARS: 438-730.0
Referenced Standard: Produ i:t Rating!
ASTM.E1886IE'1996-05 Missile Level D;;Wind Zone 4,.DP+1-55, 48x72.
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Qualifying Test Information:
TestReporVNo: NCTL-210-3672-1A/2A
Test Report Expiration: 3/.1612020 ;
Authorize Signature; Keystone C.elrtificatlolns; Inc.2015 a 1 .1 56 Old York Road,.Suite 5
Ettem, Pemnsylvania 17319.
"' "3,1 oO Jr ®.5'OO' Phone,717-932-8500
Fax: 7-17-932-8501
www'i<EY STONEc ER'rs.com
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GENERALNDTESr.
PICTURE WINDOW - LARGE MISSILE IMPACTCD .
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDMSySMS,
TO COMPLY WITH THE FLORIDA BUILDING,CODE(FBC),CURRENT 1800 SW44TH AVE..
EDITION INCLUDINGTHE.HIGH VELOCITY. ZONE(HVHZ) OCALA,FLORIDA 3447
AND•15RATED'FORWINDZONE4MISSILELEVELD.IMPAC. . AS W4WV.CWS:CR
DEFINED INASTM E 1996•PERTHE FBC.
49114•. 73114' 2.GLAZING OPTIONS:(SEE SHEET 3)
MAX OVERALL FLAMAX:OVERA
FLANGE WIDTH LL FLANGE WIDTH -ARCHITECTURAL SHAPES INCLUDE,BUT �PVC
"72° 3.CONFIGURAT(ONS:°0". PICT.UREIMNDOW
46 WIDTH Max:UNIT WIDTH -NOT.LIMITED:TO;THOSE SHOWN ON SHEEP2,
MAX UM
IMPACT
45,19.- _._..... ..
69 4.DESIGN P.R58SU,RE RATING:.
GLASSDLO 6LAS5 DLO -NEGATIVE DESIGN LOA[S.BASED ON,TESTED PRESSURE,ANP
A __ ____—___ — _ GLASS TABLESASTM FAS00.04. _
Q.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE„WATER . o
m , -a S
WFILTRA7ION TEST PRESSURE AND GLASS TABLES � a a n q
ASTME-1300.04: to o O
5.ANCHORAGE:THE 33:1/3q STRESS INCREASE HAS NOT BEEN USED w o o i
77 N4•
MAX I I IN THE DESIGN OFTHIS PRODUCT.SEE SHEETS FOR AN040R.
OVERALL DETAILS:WINDLOAD DURATION FACTOR,Cd=.1.6.WAS.USEQFOR WOOD w Z.
33:7!4• I I. FLANGE I I ANCHORCALCULATIONS,
OPERA B I i I.B HEIGHT I I 6.PRODUCT APPROVED'FOR IMPACT RESISTANCE. SHUTTERS `I c o
FLANGE I I i
HEIGHT I I 70° I i REQUIRED: I d'Z p
u�710 w
a' w
MAX, a I 7:ALL FRAMES ARE FULLY WELDED. I w w o ¢
^ UNIT I O
I 0 MAX.� 1 HEIGHT� I I 8.SERIES IMODELDESIGNATIONPW-0300.. i io.Q oo:ryi
UNIT I i a a a a W.
HE HT 1 I I I 9..THEDESIGNATION RAND OSTAND FOR THE FOLLOWING: '
I I I I O=FIXED SASH,
GLASS I I 9 Be.DLi I' 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR ,464A�ttt+i++trrr`
DLD LOCATION.... e'�.�,+`yflR$bt
``J�f:z:kO Fri&%o;o
------- No 58201 :�:
* :*
LucesA.Trimer -o a
�n A: 2015.0411 'p STATE OF W�
3 15,64-040
- -- -- ----- --- - -------
4/1112015
LUCAS A.TURNER,P.E.
FL Pf=It 5820
- - - - -
- 1239dA8ARAA1E:
- - - ----- -- - --
NORTH PORT,FL 34288—
PH.941-380-1574
lE HIP
GENERAL NOTES AND
ELEVATIONS,
'TABLE OF CONTENTS
GENERAL NOTES&.ELEVATIONS.....::1 LOCATION MAX. UNITsSIZE� �DESJ�NPRESSURE RATING, IMPACT`RATING WN,B- TE:
ARCHITECTURAL SHAPES 2 A�" dR" 711 1 i ' ADE, 05705/07
GLAZING DETAILS 3 ° -
SECTIONVIEWS- 4 CWS-159 D'
EXTRUSIONS&B'O,M......_ 5 NON-WHIZ +/ .65 PSF LARGE MISSILE IMPACT,
ANCHOR SCHEDULE&NOTES. ...6.7 72n X 7611 SHEET
INSTALLATION DETAILS......................6 11Vf IZ +�-67+5 PSF 1:20 1 OF 8
WINDOW S'YS7'L44S
11900 SW 44TH AVE..
W At'. W.S.CCA34474
1 8300 PVC
} \ PICTURE VVIND.OW
/
IMPACT
FUI,L.ELL�SE P'OVAL"1
o
PUCL CIRCLE M a coli n
TOMBSTONE o o a
Lu ui
U)
v`\ d ea z
'
-OCTAG ,k
.TRAPEZOID 1 v r No 58201 �??
f VP STATE OF
NOTES: +i,,�r�44�Q�;fi''Y'���►�'`
1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS..-
r 2.THRU FRAME-MASONRY;WOOD OR METAL OPENING. 4H1/2015
- - - - �
THR UOP;ENMG -- LUCA_S A.TU
RNR
P.E.P
--
FLPEp 58201
3.OVERALL- ZEMSTNOEXCEEO THE MAX:MAK WIDTH AN4 HEIGHTOF 1239 JABARA AVE-
-
RECTANGULARWINDOWS ONSHEET . NDRTHPORT,FL 34288`-
4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS
PH 941-180-i
MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 8&7,WITH ANCHOR 9 .. cr+u?
- SPACINGMEASUREO ALONG THE'LENGTIH'OF THE PRODUCT: -
114 CIA E TRIANGLE ARCHITECTURAL SHAPES
DRAW D
ADE ' 05/0&07
DWO#: iRF.V.'.
CWS-159 D
SHEET
1:1 2OF8
V,nNDOVV
C4LI7T
MS
1906§W44TH AVE.
1 OCALA;FLORIPA`34474
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8300 PVC.
PICTURE VANDOW
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.112"AIR SPACES/6"AIRSPACE
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118 ANNEALED i 3116'HEAT STRENGTH i !w e'12o
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.A90 DUPONT PVB INTERLAYER 49D SENTRY GLASS.IONOPLAST INTERLAYER i¢ Q:w.:,
I 118'ANNEALED 31.16'HEAT STRENGTH
mm lagm ¢ 2.
`PURFECTGLAZE'W g
PURFECT GLAZE"H'
6 SIKAFLEX552 SIKAFLEX.552 t1}ttnaROyyiyy
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STATE OF
---- --- -- - --- ------ -- -- ------
GLASS TYPE_A GLASS TYPE B. 4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
--- -- -
- 1239JABAR$AVE.
NORTH PORT,FL 34288—
PH.941 380.1574
HEET DESGAIPTIM
Gt.mw DETAILS
GLASS MAXSIZE
TYPE W x H ADE 1 05105107'
DP+(-55 A 48.X 72 cwS-159 !REV.; D
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11900.SW447HAVE.
OCALA,FLORIDA 34474
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LUCAS A,TURNER,,P.E.
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SEGTION view A-A SECTION VIEWS
ALTERNATE FIN FRAME o wo 6
ADE 05105107'
CWS-159 D
SHEET
1:1.33 4 OF 6.
PARTS LIST FRAME CORNER CON3THUCTION{
ITEM. PART;# DESCRIPTION VENDOR MATERIAL ' ` j WINwsT
1 H-6006B FRAME, PW,MAIN, HEAD MIKRON PVC. 19oasw aaTri AVE.
OCALA;FLORIDA 34474
2 H-6006B FRAME,PW,MAIN,,SILL, MIKRQN PVC www.CwS.CC
3 1`1=60066 FRAME, PW,MAIN,L JAMB MIKRON PVC
4 H-60068 FRAME,PW,MAIN,-R;JAMB MIKRON. PVC 6DRgE4WELD(ALLs1DM 8300 PVC
5 H-6006A FRAME, PW, MAIN,FIN MIKRON PVC SCALE 1:8 PICTURE.WINDOW
6 P=3113 SCREW SUPPORT FOR;PVC TEAM PLASTIC. RUBBER IMPACT
7 P=3352 SET.BLK.,85-DUR.,,1/8"x 5/S"x.2"LG. FRANK"LOW E RUBBER,
8 PURFECTGLAZE"H",SIKAFLEX552 HENKEL/SIKA SILICONE �
9 P 3752 GAP'PLUG; 112"HOLE M&M SILICONE
m N o O F
m a iJ 1�
10 S-6064 GLZ BE.,F) .(1"O.A.I.G.) MIKRON PVC
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11 GLASS SEESHEET 3 k'� a a m
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31,/8'
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PVC FRAME FLANGE-H-6006Bt 'a• r Q=
VCj SWE .OF
- ---- - -- - ---- _PVC.FRAME FIN-H-6006A_
tr{ 4111/20'15
LUCAS PE ABit 58201,;P:E.
- - I _ L 'tJ ARAAVE:
--- - --- - _ - .- -- -- file°-- f -to ._ - - -- _--- --
srts" 8 - - - i NOR PORT,FL 34288--
T— PH 941-3801574
ION•
PVC GLAZEBEAD-S-6664 SCREW SUPPORT-P-3113 EXTRUSIONS.&B.O.M.
•DRA B DATE:
.ADE 05/05/07
Mail. REV.:
cws-159 o
SCALE.
SHEET
1:1 5 OF 8
14"MAX.o c.tree.)
MAX. SEE S£E.Ib'OTE 2. 4 MAX ITYP.) 6"MAX.D.C.tTIP.) EH KO
a"MAX(TY P:) S NOTE 1900SW aaitt AVE, t��1
MAX.tTYP,7. CICALA,FLORIDA:34M170.:
WWW.CWS.GC.
I !. I I 9366�Ip��V�Qi'piy��a�
MAX:O.C. PICTURE W.NI�V67O
INSTALLATION. (TYF.) I IINSTA'LLAT10N IMPACT
144, --. .I I ANOHOR:(TYP,7 I I ANCHOR(MP.).
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(TYP.) )
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1.INSTALL ONE,ANCHOR AT EACHaNS7ALLAT{ON LOCATION.ANCHOR SPADING APPS IES TO ALL SHAPES.(SEE SHEET 2)ALONG ALL FRAME EDGES,SILL ANCHOR SPA,CINti`SAME:AS HEAD: °et S�'v R"L #w�
stir 104pAlot,
2,CBIS AS REO AT E HIGHJDENS TY PLASTICOR ETTE .W O BEARING SHIMS.-MAX,-ALLOWABLE ABt E SHIM STACK TO BE;it3".-US£-SHIMS WHERESPACE GREATEfi THAN 7116-tS PRESENT.-LOAD BEARING SHIMS SHALL BE -
CONSTRUGTED OF HIGH DENSITY PLASTIC OR BETTER.WOO[)SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,:SIZE,SPACING AND EMBEDMENTSHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET B. 4111/2015
— 4 ALL-INSTALLATION ANCHORS'MUST BE:MADE,OF OR P_ftpTEGTEt7 WITH A CORROSION RESISTANT M WTER3AL OR COATING.DISSIMILAR METALS OR MATERLALS IN CONTACT WITH PRESSURE-TREA i EO WOOD MUST _P.E.
BE PROTECTED 70 PFIEVENT REACTION. : = - -- = __ :_ LUCASA. #58 ORI'
L
`f239JABARAAVE,---..-
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE W ITH ANCHOR MANUFACTURER'S7NSTALIATI,ON.INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS'LESS THAN THE MINIMUM ' NORTH PORT'FL 34268
SPEGIFIED.IN TABLE i,SHEET.B PH.941.38D-1574
HEETOESCRPTION..
S ANCHOR EMBEDMENT.TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETFJcMU OPENINGS,EMBEDMENT SHALL'BE BEYOND WOODHUCKS,!F USED,INTO-SUBSTRATE. - -
iNSTALLATiONS TO SOLID CONCRETE OR GROUT-FILLED C;MU MAY INCLUDE BUT DO NOT RECIURE IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATES .ANCHOR SCHEDULE&
INSTALLATIONS TO,HO(LOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
NOTES
7.A MINIMUM GENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FORMASONRY,I't FOR WOOD AND METAL. AAWNsri DA p:
ADE {75(05!07
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DEStGNED BY THE'ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO:TRANSFER WIND LOADS TO THE STRUCTURE-
SUBSTRATES SHALL MEET THE:MINIMUM STRENG'T'H REQUIREMENTS AS SHOWN IN TABLEI;SHEET'S.CONCRETE AND'MASONRYSUBSTRATES MAY NOT BE CRACKED,
CWS15$. D
9.SEALING AND(FIN WISTRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL FLASHING DONE SMOTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET
FMA/AAMA IDD(FINWINDOWS),FMAIAAMA 200tFLANGE WINDOWS),FMA WDMA 250(BOX"WINDOWS),FMA/AAMA/WDMA 300 EXTERIOR DOORS) 1:20 5 OF 8
. wlHmova srrrE�u
4"MAX(TYP.) -—B''MAK-O.C:(TYP.) 1900 SN/44TH AVE.
v MAX.:(TYP.) (---T,5B"MAX:.O.C:(1YP:)' .-SEENOTE2- 4"Mm.:(TYP.j SEE:NOTE2. �OCALA,ws.CCA3A474
s°MAX(IVP.7- I WWW.CWS.CC
-- ---------- I
j I I I $300 PVC'
I I I PICTURE WINDOW
rSJa I I. MAXO.C: j : j IMPACT
MAXO.G
ornm.n`�u
1-INSTALLATION I I INSTALLATION
ANCHOR(TVPJ O ANCHOR.(TYP.): ul til
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A gZ,i No 56201 .S�M
9: STATE 4F
NOTES: r O
� AI.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2):ALONG ALL FRAME EDGES,SILL ANCHOR SPACING SAPJE ASHEAD.
— -- ----—
:2.SHIM AS REO AT EACH INSTALLATION`ANCHORUSINGlOAD BEARINGSHIMS-MAX.-ALLOWABLE SHIM STACK-TO BE-1/47-USE SHIMS WHERE SPACE GREATEATHAN IM6'1$PRESENT. LOAD BEARING SHIMS SHALL BE y
GONSI`RUCTEDOFHIGH DENSITY PLASTICORBETTER.WOOD SHIMS.ARE.NOT ALLOWED:
4/11/2015
3.ANCHOR TYPE,SVE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEETABLE 1,SHEET S.
_--- -4:,ALL"INSTALLATION;ANCHOR$MUST.RE MADE OF-OR PROTECTED WITH A CORROSION.RESISTANj.MATERIAI CR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT VIRH PRESSURE WOOD MUST LU E
y--- - _ - - - - -- RFA
- -`BE'PROTECTEDTOPREVENT;REACTION _ - ---- N - _
CAS A.TUR
FL PE#58201
__ - _ - 1239 JABARA AVE...
5,INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS:AND ANCHORS,SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
OPT 941 801574288
SPECIFIED.IN TABLE}SHEET 8. s e�TiEs;;•titPno
6-ANCHOR EMBEDMENTTO SUBSTRATE.SHALL:BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETE/CIAU OPENINGS;EMBEDMENT SHALL BE BEYOND WOOD BUCKS;(FUSED,INTO'SUBSTRATE. ANCHOR SCHEDULE&
INSTALLATIONS TO'SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE SUTDO NOT REOURE 1X WOOD BUCKS BETWEEN_THE PRODUCT AND SUBSTRATE. NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE,USE OF.1 X BUCKS BETWEENTHE•PRODUCT AND SUBSTRATE.
PRAWN DATE,
7.A MINIMUM,OENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1"FOR WOOD AND METAL. ADE 05/05/07
B.'WOOD OR:MASONRY,OPENINGS;,BUCKS.ANO'BUCK FASTENERS:SHALLBEPROP.ERLY DESI6NED BY THE ARCHITECT.OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWap; IFEV—.-
SUBSTRATES
v o
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS.SHOW N INTABLEI,SHEET B.:OONCREfE AND MASONRY SUBSTRATES MAY NOT.BE CRACKED, CVVS-159' I' D
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER;RESISTANCE 0F INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET
FMAIAAMA100(FINWINDOWSj;FMAtAAMA200(FLANGEWINDbWS),FMAWDMA250(BOXWINDOWS),FMA/AAMAAVOMA300(EXTERIOR DOORS) 120 7.OF:8
MIN,EMBEDMENT V�URitJ/CYJI�r
SEETABLE 1 SUBSTRATE WINDOW SYSTEMS
TYPICAL HEADANDHOHAOE BY OTHERS
113'MAX,$MM 1 SEE TABLE I. MW.EDGE DIST:.-- - _.-•SUBSTRATE ;1900SW44TH AVE.
- =1 MIN.EDGE DIST. TT.,. SEE SEETABtE t, SEEBy OTHERS ABLi OCA�,A FLORIDA 34474
ET WWW.CWS,CC
SEE TABLE1 114^MAX.SHIM
MIN:EDGE DIST.
SUBSTRATE BY OTHERS -"I': SEE TABLEA fir/►
SEE TABLE t I - _.......-1� f S3W P V L
ABN.EMBEDMENT ..
SEE TABLE INSTALLATION ANCHOR -• p '�{p�,tp��
PERIMETER SEALANT--- SEE TABLE1 - I� PICTURE YVIN
.BYINSTAU:ER ❑. MW.EMBEDMENT IMPACT
INSIDE AND OUT �.: � ... - . . .. - ,' SE
n9LE 1
SEALANT.WHIND
FLANGE BY INSTALLER If'' 14•MAX.SHIM
PERIMETER SEALANT kI qj �v.o o
BY INSTALLER cc77 0 '�l n a
�. � `=PERIMETER SEALANT �o o �...
BY INSTALLER' INSIDE AND OUT
,INSIDE'AND OUT --INSTALLATION ANCHOR L. x w W-,.
w2oo >-.
SEALANT BEHIND 'SEE.TABCEI ,I H w Q Q m
" cn
FLANGE BY INSTALLER SEALANT BEHIND O
FIN E3Y INSTALLER O o.
INSTALLATION:ANCHOR rlj'�.HORIZONTAL SECTION ...... B HORIZONTAL SECTIN
ON- I '- •
SEETABLE.I .6 TYPICALJ WD AIJOHORAGE TYPICAL FIN ANCHORAGE I
HFA AND SILL SIMILAR FOR FIN INSTALLATION I 12 Z W
a: cr
w�� o � (��
r �,
0 i5I�5 v
—114'MAX.SHIM }
SEALANTSEHIND — �gttgrif�sy
FLANGE BY INSTALLER
PERIMETER SEALANT T
BY INSTALLER SBED �.J.
EETAto r
INSIDE AND OUT I SEE TABLE 1 1 v. No 58201
SUBSTRATEBY.OTHERS•-� r_9�;y STATE OF ��'
SEE TABLET 1--MIMEDOE DIST. r.T-•, ��'�
.
SEE TABLE:1' ¢+'.. ....... �••Q\fie>.
_HEAD BY INSTALLERREIN �� ^_.-:1rTYPICALS LL ANIC�HIOHA�E --- -- ---- - ----- -------- ❑ grit eft
- �s� ---- - - - - - --- - - � -
4/11/2015
TABLE1:APPROVED INSTALLATIONFASTENERS �' I WCAS A.TURNER,P.E.
-- - _FRIiME_7YFE SUBSDI
TRATE TYPE _ _ - --_- ANCHOR TYPE__-_ MIN EMBEDMENT MIN:EDGE DIST.. _ - - ---- r -
_ FL AJ#RA A
_ _ -- -" r_. 1239JA8ARAAVE. .
FLANGE CONCRETE(2O KSI MIN,) 3Jt6"1TW TAPCON 1=112' - 1-1/S - PERIMETER sEAIINT- - 'NORTH PORT,FI 34288—
FLANGE HOLLOW OR GRDUGFILLED CMU(117 PCF MIN.) 3118".ITW TAPCON 1" 2" BY INSTALLER PH.841380.1574
INSIDE AND OUT
FLANGE-_ =CONCRETE(2.85 KS1104) 3N8'ELCO IdTRACAN 1°' I` D HORIZON7ALSECTION
FLANGE GROUT•FILLED""CMU(A$TMCj30) 3176'ELCO ULTRACON 7.114' 2-112' B�'BOXFRAMEINSTALLATION'-=-
3/18-RW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION. TNSTALLATION:DETAI LS
FLANGE 2X MIN.SOUTHERN PINE(G-0.55) OR ELCO ULTRACON 1-"" 718"
FLANGE 2XMIN..SOUTHEFIN PINE(G=0.55) #10 WOOD SCREW 1 3$" 7/8' FLANGE REMOVAL NOTE:.PARTIALLY OR FULLY REMOVING THE FLANGE, D"a s GATE:
16 GAUGE(0 O60ry:MIN:STEELSTUD #10.16 HILn KW0(-FLEX OR;ITW FULL THREAD UP TO ANDINCLUDING,A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE ! 05/05107
FLANGE " 7J16"TEKS SELF.DRILLING SCREW' THRU 0.660WGA; REV.:
(33 K61 YIELD MIN) -MIN.i14°FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK 18 APPLIED.
FLANGE 1!8"ALUM.(6063 78 MIN)OR 1110 GRADE 5'SELF-TAPPING I` FLLL THREAD 7J16,' INSIDE:AND OUT,FULL PERIMETER,8Y INSTALLER. CWS-159 D
11S`$IEEL.(33 K81 MIN.) DRI-LING SCREW THRU 0.125 PRODUCT ANCHORAGE IS IN ACCORDANCEEWITH REQUIREMENTS A3 E: SHEET
FN 2XMIR SOUTHERN PINE(G=0.55) #8 WOOD SCREW t-712 7/16- SHOWN FOR FLANGE WINDOWS. 1:2 8 OF'8
` I
SMIAMR AAAAiy-DARE COUNTY
NEW PRODUCT'CONTROL SECTION
11805 SW-26 Street,Boom 208
DEPARTMENT OF REGULATORY AND ECONOIRIC RESOURCES(RER) Miami,Florida 33175-2474.
BOARID;AND CODE-ADMINISTRATION DIVISION T(786)315.2 590 F(786)315-2599
NOTICE.OF ACCEPTANCE(NOA)
i wn�:miamicla�lg�aov/economy
i
EX,DuPont.D.e Nemours&Cm,Inc<
DuPont P&IP Chestnut Run Plaza,712/161,P.O..Box 50712
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 alae accepted by Miami-Dade County RER-
Product_Cortrol 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 expil�ation.date.stated below.The"ami-Dade Coduty Product Control
Section(In Miami:Dade County).and/or the,AHJ(in areas other than Ilriiami Dade County)reserve the right
to have this product or;material tested for quality assurance purposesJ 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 thin product or material fails to.meet the requirements of the applicable building code.
This product is approved,as described herein,and bAs been designed,to comply N- the Florida]Building
Code,including the High Velocity-Hurricane Zone.
DE,ESCRI'PTION:IDuPout Butacite@'PVI3 Interlayer
APPROVAL D0CY M)KNT:DraNving No.13-0129:27,titled"DuPont ButacitcO PVB intcrlayet",Sheet.l
and 2 of 2,dated 0111512013,:prepared by E.1.DuPont Lie Nemours&Co.,Inc,signed and sealed by Allan
A.Kozich,PR,bearing the Miami-Dade.County Product.Control.revisian stamp with the Notice of
Acceptance number,and expiration'date by the Miami-Dade County Product Control Section..
MISSILE LWACT RATING:None �
LABELING:Laminated lites under;tlnis Product Approval shall be permanently znaiked:in a corner of the
glass with:"MDCA-Butacite®PVB",standing fon•"Miami-Dade;Couuty Approved—.Butacite@ PVW;and
the laminator's identification mark. These ivarks shall be Applied by die liindividual lamiriator producing the
finished laminated.glass product,containing the Butacite0 PVB interlayer.
i
NE,WAL of.this NOA shall.be considered after:a renewal application Inas been.filed and there has been no:Change
in tho applicable building code negativelyy affecting the performance of this product. "
TE,RKINATION of this NOA will.occur atter 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 6dersement of any product;for
sales,advertising or any.otherpurposessliall automatically terininate this NOA.�FailureAo comply',with any section of
this.NOA shaft be cause for terudna..t on and removal of NO&
ADVERTISEMENT:The NOA number preceded by the%vords Miami-Dade County,Florida,and followed by the
expiration date may be displayed in advertising literature. If any portion ofthe NOA is displayed,then it shall be done.
in its entirety.
RgSPECTION. A copy,ofthis:entire NOA shall bc-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.Ofcial..
This,N0A revises;NOA#114118.03 and consists of this page l and evidence page E-1.,as Nvell as approval
document mentioned above.
The submitted doemwitntation was reviewed by Carlos K Utrera,PX!
NOA No.13-0129.27
f 3 , Expiration Date:December 11,2016.
Mf1AMt DADS COLIPI7Y +
Apprflval Date:April 2013
r t- d Page 1
i
i
,
E.T.Dupolut De Nemours&Co.,he.
NOTICE, OF ACCEPTANCEi. tVjj)ENCkSLTBMITTET3
A. DRAWINGS
L. Drawing No:13-0129.2"7,titled"DuPont Butacitev PVB Interlayer", Sheet 1.and 2,of
2,dated:01/15/2013;prepared`by.E.X.DuPont De Nemours&Co.,Inc,signed:and
sealed by Allan:A.Kozich,F.E.
R TESTS "Submitted wider.NOA#11-0624 01"
Test:report Standard Date Signature
1. A2280.01-10-18 ASTM.131929 0/29/11 ':Joseph A, Reed,P.E.
2. A2280 01-1.048 ASPM D 635 03/29/11 ;Joseph A Reed,P.E.
3. A2280M-10-18 .ASTM:D 2843 03/29/11 Joseph A.Reed,P.E.
4. A2280,01-10-.18 ASTM G'155 03129/11 Joseph A.Reed,P.E.
5. A2280.0.1-1018 ASTM-,G 158 03/2,9/11, Joseph.A..Reed,P.E,
I
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1, Miami-Dade Department of Regulatory and Economic.Resources(RER)
E. MATERIAL CERTIFICATIONS I
1. None.
F. STATEMENTS "Submitteil under NOA #11-1118,03"
1. Statement letter of code conformance to 2010 PBC issued by Allan A. Kozich &
Associates,:dated 03/01/2012,signed and sealed by Allan A',Kozich,P.E.
",S'ubmittedander IVOA W 11-0624,01"
2. Statement letter of bode.cunformance to 2007 FBC�and m financial interest issued by
Allan:A. Kozich &"Associates, dated 08/09/201.1., signed;
and sealed by Allan A.
.Kozich,P.E. .. I
�CxrlosAL Utrera,P.B.
]Product Control rsinntnier
NDA,No.13-012927
Espiratiou Date:Deceru6er 11,2016
i,Approval Date:April 11,.2013
E=1
f
-
I -
i
DUPC NT 3UTAC TEO. PUS INTERLA FR'
2 DUCT o�sc�ila rl�rl
i
MAi UFACTt,lREUSY. E.J.DUPONT DE NtW1VUKZi&CO;,INC.
APLASTIC INTERLAYER MATERIAL FOR LAMINATION WITH GLASS
ON BOTH SIDES. A TYPICAL GLAZING IS MADE OF THE#OLOWING
COMPONENTS* I i
A 8 C A - 1l8° 3 0 rnm Annealed Glass
SECTION B 0.030" 0.78 Mtn DuPont ButaclteO S Interlayer
110'(3.0 mm ,Annealed.Giass I
i
MATERIAL CHARACTERISTICS
Sutacite@ PVB Interlayer (C;Iear) E
t]esi nafioet Test Properties
SutaclteO PVB Interlayer Clear
Self Ignition Tern erat . ASTM D1929 .788'F(A20.90)
,FWh,jgnR1on7e4ipd0atUte ASTM D1929 788°F 420•G
'A "Smoke Density Ratln . ASTM D2843 ' 7:2
Bufmn :RMte ASTRii'D835 10 mrntmin.
Xenon'`Weathering(451}0 hrs} ASTM'C4W02 *-Weathe'r4ng Flexufai Strengl h
IVtethod,A ASTM,6158-02'Method A
Before After
2940 ' i 3189 ps
A
#WR&TEIMNG PEP,SEGTtON 2612 OF TI.M FLOWDABUME)ING CODE
THIS ISA COMPONENT APPROVAL AND 00E8 N&INCLU AN EVALUA7IOI4:4F.STRUdItURAL PE'O}RMANOH 0:714 1-4
COMPONENT; SYSTEMS iNCORpOftATIt1G,tH1S COMP-OhiiNT SHALL APPLY FORA JPR0D!UCr,APPRISVPyt TQ THIS
OFFICE ANDS IALL,SUBiVNTTES7 REPORTSAND'OTHER R84UIR9D DOCU4'1AENTS SHOWING,THAT,THE SYSTEM USING
THIS COMPONENT WILL nesiST THE LOADS ACCORDING10 CHAPTER•1-6 DF 714E FLORIDA BUILDING CODE.
•
-8.em�e-pyQ'(t'ttarla3(@r:.-
,,, E-J duftit-de Ne moues&Co., Inc.
XwpstK+at•����ip0'yr1 F"&)P,-GiIar
+� •# .„' :j�,+�ji Gttestnut Run Plaza Bldg 71211£1
ti tEN '• 'SR P:t�.>Box•80712
2 too #isl}�� • > r C ai Wilmington DE 19880-07'12-
�r �# Phone: 302-999 2925
Re�r.�tCe: 12•Ut�q,2.'t'Shoot 1af,2
ST!►'>i OF brawing[3ata: 01115/13
*.0,••.�- p, A 0qh j2a 1-3 Allan A Kozlclm,PE
�'o'fiF'•�. ,pp:�'� 4�+` Win, 176 Re lstratian#16864
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DUPONT BUTACITEU PVB INTERLAYER
Material Characteristics
Butack4 PVB lnterlayer (Colors)
Designation Test Propertles.
Self Ignition Temperature[1j ASTM D1929. F88'F(420X)
Self Ignition Temperature[2j ASTM D1929 788`F(420.fG)
Self Ignition Temperature[3] ASTM D1929 7887(420,x-)
Self Ignition Temperature[41, ASTM D1929 798 7(420.`C).
Self ignition Temperature LbI xASTM D1929 788 F(420`C
Flash ignition Ten9 erature 111. ASTM.1 1929 7881 420 r,)
Flash ignition Temperature ASTM-01929 77011 410.`C)
Flash ignitlan Lem psratura[3) ASTM 031929 770`P 410;`0)
Flash IpMo t Temperature[4) ASTM D1929 788�P(420 C)
Flash' 2lt Teme2ralure2q ASTM`D1929 788 420'0)
Avg„Smoke Density.Rating 1] ASTM D2843
7.2
Avg Snake Density Ftajing 21 ASTM D2843 9,1,
Avg Smoke bensii° Rating,(3j. ASTM D2843 10.2.
Avg Smoke-DenMfy:taVn4 41- ASTM D2843 10.1,
Aug'Sihoke Density'Ratln .151 ASTM 132843 8.1';
Burning Rate 11 ASTM D835 0.mm/min.
Burning Rste.2 ASTM D635 0 mm/riiln.
Surnin Rate 3 ASTM D635 I 0 mrrVm1n.
Burning Rats.[41 ASTM D635 a mmlmin.
1.Burning Rate f5l :ASTM D635 0 mm/min.
[J]Clear ButadW@ PVB Interlayer Ii aao�ohrl�« I l�Aoeldm
,[2j Charcoal Grey RutaOeO PVB Interfayer :.� Noll, f 9l 2�
f3j:Blu�Green Butacite(D PVB{nterlayei-
[4j,Azuee Slue lutacite@ PVB`lnterlayor
)
[5Soiar Bronze Butaclte@.PV$'Interlayer
7H(S tS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN.EVALUATION OF STRUCTURAL PERFORiVfAPfCE OP PHIS
COMPONENT. SYSTEMS,INCORPORATING THIS COMPONENT.$HALL APPLY FOR A PRODUCT APPROVAL TO 71115
OFFICE AND uKALL SuaMIT TEST REPORTS AND OTHER kF_QUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING
THIS COMPONENT WILL RE8107 THE.LOADs ACCORDING To CnAPTEFt 16 aF TETE FLOPMA BUILDING CGDE.
'DuPont Mdbblteff PVB Intgriayer'
tEurs&Ca., Inc,
002; �uP4nP&3F OLS ENS •«'i+
?91
Chestnut•,• Chestnut Run Plaza Bldg 7121161
P,Oi B6x,'80712
Wilmington DE 19880.0712”
• '! Phone: 302=999-2125
¢a:, i�oas 1R app kV file#t3 012g4t'Sheet 2of2
A.
•, pr ; '� Drawing tete: 01116113
•• ,�i ti � � D4- b 3 2 b[3 Allan A.KoAch, PE
Re [stratlon 916564
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M I A1I° dE MIAMI-IDADE COUNTY
of 'PRODUCT.CONTROL SECTION
DUILIDIN, AND NEIGHBORHOOD COMPLIANCE(DEPARTMENT(BNC) i 118051 Sw 26:Street,Room 208
BOARD AND CODE.A]DNIINISTRATION DIVISION Miami,F106 33115-2474
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T(786)315-2590 F.(796)315-2599
NOTICE OF ACCEPTANCE(NOA) www.miatnidade.eov1bid1dins
E.I.DuPont De Nezno.urs_&Co.,Inc. �
(DuPont P&11P Chestnut(Bun Plaza,712/161,1P.O..Box 807.12
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 Eby Miami-Dade County BNC-
Product Control.Section to be used in Miami Dade County and other areas where;allotwed by the.Authority
Having Jurisdiction(AW),
This NOA shall apt he valid after the expiration date,stated:below.The.Miami-D'adeCounty Product Control
Section(ln.Miami Dade.County)and/or the AHJ.(in areas other than 14iami Dane County)reserve:the right
to have this-product or material tested for quality assurance purposes.1 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 rnaterial within their jurisdiction. BNC
reserves the:right to revoke this acceptance, if it:is determined by Miami-Dade County Product Control
Section.that.this praduet or material fails to meet the;requirements:of the applicable building code.
This product it approved as described.herein,:and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane.Zone.
DESCRIEPTION. (DuPont SentgGlas@ Interlayer �
APPROVAL.DOCUMENT:Drawing No. 10-0413.04,titled"DuPont SentryGlasO Interlayer",sheet 1 of
1;dated 04/13/11;prepared by E.I. DuPont De:Nemours.&Co.,Inc.,signed and sealed,by Allan A.Kozich,
P.E.;.,bWing the Miami�Dade County Product Control_renewal stamp-with the Notice of Acceptance number
atid.expiratioh date by the Miami=Bade County Product Control Section.
MISSILE E IMPACT RATING:None.
LA)I3ELING: Laminated lites under this Product Approval shall be permanently marked in a corner of.the
glass with: "MDCA- SentryGlas®", standing for"Miami-Dade County Approved— SentryGlasC",and the
laminator's identification mark. These marks shall be applied by the individual laminator producing the
finished laminated,glass.product containing the SentryGlas(.interlayer.
change in the applicable.building code negatively.affecting theperformance of pthis
and(here has'been no
RENEWAL of this'VOA shall be considered after a renewal a Itcation has been
s product.
TERMINATION of this NOA will occur after,the expiration date or if there hasbeen 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 prodtaet;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 maybe displayed in advertising literature. If any portion of NOA is displayed,then
it shall,be done in its:endrety.
INSPECTION: A copy of this7 entire NOA shall be. provided to the user by the manufacturer or its.
distributors and shallbe available for inspection at the.job-site at:the request of the Building Official.
This'NOA renews NOA 0 10-0413.04 and consists of this page, evidence page E-I; as well as.approval
document mentioned above.
The submitted documentation:was reviewed by Carlos M Utrera;P.E.
NGA No,11=0624.02
rsetcti ! Expiration(Date:January 14,2017
/ AporovafDate:Anust25,2011
Page 1
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E.I.Duf ont De Nemouris&"Co:s Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE PAGE
A. DRAWING
`J. Drawing.No.10-0413,.04,titled:"DuPont SentryGlas®Interlayer",sheet 1. of 1,dated 04113/11,
prepared,byE.I.DuPont De Nemours&Co.,Inc.,signed and sealed by.Allan A.Kozieh,P.E.
B. TEST REPORTS
Laboratory RmoTest mate Signature
1. 96177.02-1.0.6-18 ASTMD 635 02/22/10 Joseph A.Reed,P.E.
.2. 96177.02-106-18 ASTM D1929 02122/101 Joseph A.'Reed,:P.E;
'3 96177.02-106L19— ASTM D2843' 02/22/1`(1 Joseph A:Reed;FE.
"SubmUtedwader NOA#10-0413.04"
1. 3136I16sAT=o01 ASTM D 635 iol2 107 Chris'Bowness,P.E.
2 3111755SAT-002 ASTM D1929 01/02/07 Chris:Bowness,:P.B.
3., 31117558AT=00.1 ASTM E 84 12119/06 Chr*BoWness,P.E.
4. PRI0.6246 ASTM G.26 06/26107 .Due T.Nguyen,P.E.
S. PRIO6246 ASTM-D'790 06/26/07 Due T.,Nguyen,P-.E:
"Sri6rnitted'under NOW#.07-1116:
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C. CALCULATIONS
1, None
D, MATERIAL CERTIFICATIONS
L None..
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E. QUALITX.ASSSURANCE
1. MiAmi-Dade Building and Neighborhood Compliance Department(BNC);
F. S'T'ATEMENTS
I. Statement-letter of code conformance to 2007 FBC:and.no;financial interest issued by
Allan X Kozicb.& Associates,dated 08/09/11,signed and sealed by Allan.A;.Kozich,
P.E.
2, Lal otatory 2007 F:B.0 compliance letter issued by,Architeetural Testing iInd.,dated02/22/10,
signedand sealed by Jos eoh.A.Reed,P E. "Submitted ander-NOA,*10-0413.04"
3.. Approved listing pf 5entryGIaso Plus laminators dated N&ember 30,2005,signed by
Jeffrey D.Granato. `.`Submitted under NON#l06-120510,11
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Carlos,m.Utrera,.P.&
Product Control Examiner
NOA No 11-0624:42
Expiration Date:January 14,.2017'
Approval Pate:August 25,2011
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DUPONT SENTRYGLAS@ INTERLAYER
_PRODUCT DESCRIPTION
MANUFACTURED BY, E.1, DUPONT DENEMOURS&O.,INC.
DESCRIPTION: APLASTIC INTERLAYER MATERIALVIIHICH IS
FACTORY LAMINATED TO A MINIMUM OF TWO PIECES OF'GLASS,
A TYPICAL GLAZING IS MADE OF THE FOLLOWING COMPONENTS
(MINIMUM'THICKES
.NS INDICATED. MULTIPLE PLIESOF INTERLAYER
TO BE USED AS NECESSARY).
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A B C A - 118."(8.0 mm)Annealed°Glass. j
SECTION B. - 0.030° 0.7&mm DuPontSent GlasOInteria er
C - 118" 3.0 mm Annealed Glass
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MATERIAL CHARACTERISTICS
SentryGlas@ Interlayer I
Designation Test , I Pro oitles
Flame S read Index: ASTM E89 1 35,
Smoke.Develo ed'.Index . ASTM-E84 ! 250
Flash'Ignition Temperature. 1 ASTM D1929 7883 F
Flash Ignition Temperature 2 ASTM.D1'929 752'F
Self Ignition Temperature. 1 ASTM.D1929 1 806 IF
Self Ignition Temperature'[21 ASTM.D1929 1 770`F
Average,Extent of Buming-jil ASTM D636. 4 em/rain. :Class Cl
Average Extent of Burnin 2 ASTM.D635 0 cmimin. Class GC'I
Avera-e Modulus of Rupture ASTM D790: I Weatherin *'
,WEATHERING PER SECTION 2612.2OF Before After
THE FLORIDA BUILDING CODE 5,415 psi 6,366 psi
NOTES:
[1]30 mil(0.76mni)thiekhdw DuPont SentryGlasO interlayer Sample
[21180,'mil(3.3mm)thickness DuPont Ser*yGlas@ interlayer Sample 1
[3]DuPont SehtryGlas@ InWayer by Itself Does Not Comply With"the Florida Building Code
THIS 15 A.dOMPONENT APPROVAL AND DOES NOT-INCLUDE:4N EVALUATION'OF STRUCTURAAL',PERFORMANCE:OF THIS
COMPONENT. SYSTEMS..INCORPORATING THIS.COMPONENT SHALL APPLY'FOR"IA PRODUCT APRROVAL TO THIS
OFFICE AND:SHALL.SUBMIT REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS
COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLoI IDA BUILDING CODE.
DuPok SentNelase Interlayerr
. nalb415wap E:I,duPont de Nrs&Co., Inc.emou .
'c
yL��.wlliitbl DuPorit�-P8�IP GLS
Aco*Wft W..t3idldlh8 . . �:
J/> Chestnut Run Plaza Bldg 7121161
tity....
P. O. Box 80712
Wilmington DE19880-0712
Gortroal Phone:11302-99J 2.'125
Dwg. 10-0413.04 rev 1.Sheet 1of 1
Drawing Date: 04113/11
j ,'2' DB Allan:A.l Kozich, PE
!", RectistrAtion#16864:
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MIAMDWE MIAMI-DADI COUNTY
e ' PRODrUCT CONTROL SECTION'
1:1805'SW 26 Street,Room 208
DEPARTMENT OFREGULATORY AND ECONOMIC RESOURCES(RER) I Miami,Florida 33175-2474
BOARD,AND CODE,ADMINISTRATION DIVISION I T(790315-i590 -F(786)315-2599':
NOTICE OF ACCEPTANCE OA yv+vw.niiaiiiidade:90v/ec0n0my
Ouanex Bnilding Products;Inc.:
1034..Sixth A;vedaue North j
Kent,WA 98032
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SCOPE:'
This NOA.is being-issued;under the:applicable rules and regulationsl 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 a leas where allowed by the Authority.
Having Jurisdiction(AHJ):
This NOA shall not be valid after the expiration date stated below:The Miami-Dade,C00ty Product.Coutrol
Section(M Miami Dade County)and/or the AHJ'(in areas.other'than Miami Dade County)reserve the-fight
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 deteYmined by Miami-Dade County Product Control
Section thatthis product-or;material fails to meet-the requirements.of the`:applicable builcling.code,,
This.product is.approved'as described herein,and.has been designed to cI mply with the Flosida:Buildin
Code,including the Iligh Velocity Hurricane Zone.
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I)ESCRYMON: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 1)4216)1AQ154-33:=0000, 1,201.31-13=0000 or
1-40.131-1:3 and the:following properties.
Description Test Properties
Rate of Burning. ASTM D-635 Class Cl
Self Ignition temperature. ASTM D4929 9250F:>650
Average Smoke Density.Rating ASTM D-2843 430/6<05
Flame Spread Index ASTM E-84 2&2:<75`
Tensile Strength(Difference:*Exposed&Unexposed) ASTM D-638 4.98°!0<10
*Exposed.per Section 2605.2 of TheFloridaBuilding Code.
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MISSME IMPACT RATING None
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ThisNOA revises NOA 411-0830.09 and consists of pages 1 and 2,as yell as evidence page E-1.
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j The;submitted:documentation was reviewed by Carlos-M.Utrera P.E.
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NOA No:12-1017.02
�Expiration.Datk Deeember26,.2016
WMDECOU...+ , Approval Date:February 7 2013
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E MAW
MIAMI-DADE COUNTY
a
PRODUCT CONTROL SECTION
11905'.SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC'RESOURCES(RER) Miami,Florida 33175-2474
BOARD.AND CODE ADMINISTRATION DIVISION T(7,816)315-2596 F(786)30-2599
NOTICE OF ACCEPTANCE (NOA) VMWJiiinmidAd&gov/economy
Q nex 13uildiug]E'rodgctg,Inc.
1034 Sixth,Avenue:North
Is en# WA 98032
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LIlVLIT'ATION:This approval does:notinelude an evaluation of structural performance,ofthiscomponent:
Test reports and other required documents shall be+subrrittsd 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.0,in.order to
issue a<specific.product;approval for:the system.
LABELING:Each.carton containing certified extrusions shalt be labeled with the AAMA PVC Extrusion
CcrE fication'Label with the extruder name;'city,state and"MDCA' rite addition,(a).each Certified
Extrusion'sliall be labeled every 4 ft or less on thc,undersid6 with the:Exiruder Code and-"MDCXI or(b)
eachffrnished product.assembly shall be labeled with a permanent label and/or stamp with the:Extruder Code
and"MDCA".
RENEWAL'of this NOA sfiall:be considered after a renewal applicatiori:has beer!filed and there has been
no change in the applicable buildingcode negatively affecting the performance of this product.
TERMINATION of-this NOA will occur after the expiration date or if there has1been 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 airy other purposes shallautomatically terminate,this NOA.Failure
to comply with any section of this NOA shall.be cause for termination and removal of NOA.
ADVEIZTEEA M: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,portiott of the,NOA is
displayed,ahen it shall be done in its entirety.
INSPECTION.-A copy of this entire NOA shall be,provided tothe user;by the manufacturer or its
distributors'and shall be available-for inspection at the job site:at the requestofthe,,Building official.
NOA Not 12-14117.02
Maw Ecountry Expiration Date:December 366;2016
+ Approval Date:February 7,2013
Page 2
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Ubane i Birildina Prioducts.Inc.
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NOTICE OF ACCEPTANCE: EVII}ENCE PAGE'
A.. DRAWINGS
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 ofPVC
Extrusions from 5 different manufacturer"selected by AAMA",prepared by-ETC
Laboratories,report#ETC 97-264-4.49.10,dated 04/2111998,;signed:and sealed by J.
L,Doldan,RE:
C. CALCULATION
1.. None i
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D. QUA:LITV ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL.CERTMCATION,"Submitted under MM41 Master.File"#12:107"
1. Procedural Guide for the AAMA Fenestration Exterior Thermoplastic.Profile
Certificatio Program(AAMA 109-11). i
2. Voluntary Specification for Rigid Polyvinyl Chloride,{PVC};Exterior Profiles
(AAMA 303-08).
3.. Current list of AAMA.Fenestration Exterior PVC Trof le Certified Licensees.
F. STATEMENTS"`Subnutted underAAM4Master Fate#12-1037'�
1. Statement letter of code conformance to2010 FAC issued byTurner 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,kc.,dated
44/25/29012,sighed and signed by Lucas A::Turner;P.R.
.3. No financial interest.issued by Turner Engineering&Consulting,Inc.,dated
04/25/2012,,sighed and signed by Lucas A.Turner,P.E.
G. OTHERS
1. Letter,stating that Nlikron Industries,Inc.is,a'wholly owned subsidiary of Quanex
Building Products,:Inc.,dated 10/10/2012 and signed by David C.Gadd;
"Submitted under.NOA #e6-1220..01"
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2. Member acknowledgement letter issued by Mikron Industries,'Inc.-Spectus Systems;.
OA 08/03%2001.and signed by Douglas W.Allen.
3. Component Release"Letter issued by American Architectural Manufac rs
Association on 09/07/2001 and signed by. ean Lewis.
Carlos X,Virera,P.E.
l?roduct-Control Examiner
NOA No 12,1017.02
Expiration Date:16*jober:26,2016.
Approvai Date:;Febraary7,.2013
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