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# FL14104-RlS
Oplication Type Revision
Code Version 2017
Application Status Approved
I
FFoments
V'
Archived D
,Product ManufacturerMLD-WEN
Pddress/Phone/Email 3737 Lakeport Blvd_
Klamath Falls,,OR 97601
(800)535-3936.
fbci@jeld-wen.coin
'Authorized Signature Jason Kantola.
fbcl@jeld-wen.com
1Technical Representative ]ELD-WEN Corporate Customer Service
Address/Phdne/Email 3737 Lakeport Bivd.
Klamath Fails;OR 97601
(800).535w393*
customerserviceagents@field-wen:com
i
i
Quality Assurance Representative
Address(Phone/Email.
Category Windows
(Subcategory Single Hung
Compliance Method Certification Mark or Listing
I1
Certification Agency American ArchitecturafManufacturers_Association
V,ati.dated By American Architectural Manufacturers Association..
t
I Referenced.Standard and Year(of Standard) Standard Year,
AAMA/WDMA/CSA 101j1.S.2/A440 2008
Equivalence of;Product Standards
j Certified.By
i
i
i
1
t
i
{(Product Approval Method Method 1 Option A
Date Submitted 07/06/2017
Date Validated 07/13/2017
Date-Pending FBC Approval
1 Date.Approved 07/15/2017
i
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I
I
Summa ry or Products
1FL
I .# Model,Number or Name Description
114104.1 Builders Vinyl(Y-2500) Tilt Single Hung 48'x.77"Annealed Insulated Glass
'Limits of Use Certification,Age
Approved for use in HVHZ:No FL1410 -RI5_C+7Certificate
AC R-PG50t48&7_7,,g
Approved for use outside.HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 10/64/2021
Design Pressure:+50/-50 Installationus
I Other: FL14104-R11
5 Vinyl Tilt SH FBC lostalls,48k77 SS
Verified By:,American Architectural Manufacturers
Association
Created by,Independent.Thlrd Party:
Evaluation Reports.
EL'L-41�215 A�PER4868 SS 2017-06-13.pd
Created by Independent Third Party:Yes
14104.2 Builders Vinyl(V-2500) Two Wide Tilt Single Hung B4"x 57"Annealed Insulated
Glass
Unilts;of Use Certification Agency'Certificate
Approvedfor use in HVHZ.No FL14104-R15 C CAC XX R-PG50-84x57.od
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact,Repista,ni:No 08/28/2021
Design Pressure:+50/-50 installation-Instrkictions
F1.1004 u5 ii, K-PGso
84957 46stallatjbn Instriictimsud
Verified By:American A.rchifechiral Manufacturers
Association
Created by Independent Third Party:
Evaluation,Reports
FL 14104 R15 AE PER 3076.ndf
CreateO'by IndeDend(int Third Party:Yes
14104.3 Builders Vinyl(V-2500) Three Wide Tilt Single Hung 108"x 74"Annealed Insulated
Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No F714104R15 C CAC XXX R-PG50 108x74.odf.
Approved f br'use outside HVHZ:Yes Quality Assuranice;Contract Expiration Date
Impact Resistant:No 01/�26/2021
Des'iign Pressure:+50/-50 Installation Instructions
other. EL14164 R15,11 BV-Trinle TSH CHS PU50
0804 S)W2012-014 Nat[Fin 5-25�16.od
Verffld&By:Amieri6an Architectural Manufacturers
Association
Created by,Independent Third;Party:
Evalual5ion Reports
Created by Independent Third Party:
14104.4 Builders Vinyl(V-2500) Three Mide Wlth'Center Picture'nit Single Hung 109"x 7.4"
1 Annealed 1.nsulated,Glass
Limits-of,Usle Certification Agency Certificate
Approved for use in HVHZ,.No Et14104 R15 C CAC XQX R-PG50-109x74.12d
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant*No 01/29/2022
Design Pressure:+50/-50 Installation Instructions
Other: Pi 14104 R15 11 XQX. R-PGSQ-
109x74 Installation Tristructionsa)d
Verified By:American-Atchitectural Manufacturers
Ass oclation'
'Created by Independent Third Party:
EvaluationR
FL1410 R15 AE R 3077xd
Created by Independent Third Party:,Yes
14104.5 Builders Vinyl(V-2500) Tilt.Sirigle Hung 36";x 84":Annealed Insulated Glass
Limits of Use Certff icatiom Agency Certificate
Approved for use In HVHZ:No FL14104 k15 C CAC R:-PG35-36x84.i)df
Approved for use outside HVHZ:Yes Quality Ar;sij rance Contract Expiration Date
Impact Resistant:No 12/20/2019
Design Pressure:+35/-35 Installation Instructions
Other: FL14104 R15 11 R-PG35-
36x84 Nail Fib Installation InstructiQns.nd
Vefifled By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation-Reports
Cfeated by Independent Third Party:
-----------
i,4104.6 Builders Vinyl(V-2500) Tilt Single•Hung 52 1/8"x 75"Annealed Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ-No FL141 41 kjS-r, CAC R-PG5052.121x75-P11
Approved for use outside HVHZ:Yes Quality Assurance Contract E*piration Date
'Dfipact Resistant.No '65lf13/2022
Design Pressure:+50/-50 Installation Instructions
Other: 14 04 915 TI R-PGSQ-
52.12SX75 Installation Instruct!6ns.Ddf
Verifled-By:Arberican Architectural Manufacturers
Assodiitio6
Created by,Independent Third Party:
Evaluatio.n.,ReP Orts
FLj4A04:_RjS_A_E PER,3073.pd
Created by Independent Third,Party:Yes
14104.7 Builders Vinyl(V-2500) Tilt Single Hung 48"x-.72'Annealed Insulated Glass
Limitse of Use Certification Agency Cettifli-,ate
Apprq'ied,libir use In HVHZ:No Fl 14f64.RiS t CAC R=131335r,IW2 QP-40 Cert,pd
Appo6ved-for use outslde-HVHZ:Yes Qitallty'AssuMrice'ContractEkpiration Date
Impact Resistant:No 66/25/2018
Design Pressure--r35/-40 Installatloin'Instructions
Other: FL1404 R15 IT R-N335�48x72 QP-
40 Installation lnsWuctibns,Dd
Verified By:American Architectural Manufacturers
Assoclation
Created by,Independent Third Party:
Eyalluation.Reports
Created by In,dep'eriderit Third Patty:
14104.8 Builders Vinyj.(V,-,2500) Tilt Single Hung 367'x 72"Annealed Insulated.Glass
Limits of Use Certification A?ipM Certificate ertificate
Apprbvedif6r use in-HVHZ.No FC1 jo4 R15 R-PG50 36x72 QP-55xdf
Approved for use.outside HVHZ:Yes Quality AssuranceContract Expiration Date
Impact Resistant:No 09/09/2021
Design Pressure.+50/-55 'Installation instructions
Other: EL14-04 Rit 11 81dr Vinv'l TSH FBG 36x72 AT 2QLk-AG-
FL14104 R15 11 Bldr Vinyl.TSH FBt 36x77 SS 2016-10-
20.pd
Verified By:American Architectural Manufacturers
Association
Created by IndependentThIrd Party*.
Evalluation'Reports
FL14104 RIS,AE PER4544:Rlr
F Created by Independent Third Party:Yes
� Contact Us.:;2601 Bair v RoaA,Tailahassee F1.32399 Phsne:950-487-1824.
The State of Florida is,an AAJEEO employer.Conyrfailt 2007-20I3 State of Florida. privacy Statemen n Acces Ibility StatementRerund,Stetement
Under Florida law,email addresses are publIc,records.It you de-riot want your e-mall address released in response to a,public-records request,do,not send dlecironic
mail to this'entily.Insbuid,contact the ollke by phone or by traditional mall..If you have any.questions,�plealse contaq,a5d.487.1395.-Pursuant to'section 455:275
(1).Florida Statutes,effective October.1,2012;licensees licensed uuder'CNpter 455,F.S.must provide the Department with an email address Irthey haw one.The
ernaiWorovIded 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 detennirkwif you are a licensee u1nder chapter 455;F.S.;please
dick hcm.
Product Approval ACre pts:
Ctedit Gard
FROM a" MAXI NAIL FIN INSTALLATION
12" O.C. MAX.-j---f- -� CORNERS 1, 11/2'MIN.EMSED+.NT
2 3
MIN.DISTANCE
MIN.DISTANCE FOR,EDGE:-3/4"
12" O.E. FOR EDGE:3/4'
MAX. v4•MAX SP
SHIM SPACE '3
1/4"MAX
SHIM SPAM
FRAME SECTION TYP) 11/2'MIN,
VERTICAL SECTION EMBEDMENT
WiF:Gwl6siwaliabgrgg.a Wsd�na"9
MIDSPAN
1 JAMB:SECUON(TYP)
HORIZONTAL SECTION
1/4'MA% NOTE:C"alh b.i .Ntira4 F6v.8 Woad OpaN q.
r SHIM SPACE 3
MBS DISTANCE
FOR EbSE;3/4'
2 Max Frame OP RATING IMPACT
1 --�-.11/2'MIN,EMBEDMENT 48 )c / +50/-50 1 .No
Instailation Notes, General Notes:
1. Seal flangeiframe.to substrate. length 1,. Tfie.producf sfiownfierein is designed,tested,and manufactured to comply with the wind load criteria
2 nto the wood framingf For�?X woodframe substrate(main S.G 0:42)p enetrate a minimum of 1112" Bu d ng C de(FBC)and the mdustg Dode(i8G);the lnteniationaLResideritia!Code(iRC),the Florida
Use PH or 9 9 . p *adopted
industry requirement for the stated.conditions.
3. Host structure(wood buck,masonry,Steel)to be designed and.anchored to,.properly transfer all loads 2 All glazing shall conform.to,ASTM E1360.
to the structure. The host structure is the responsibility,of the architect or eilgineer'of record for the_ 3. At minimum,,glazing shali.be single strength annealed'insu)aiing glass.
project of installation.
Digitally sin 101# 'orero,P: .
This schedule addresses only the fasteners required to anchor the Reason! o�in dlypient
Window to achieve the rated design pressure up to.the size;limitations Date��81 ,�.1,�; s o 'e
noted. It is not intended as a guide to the installation process and does `�. ' PROIECT ENGINEER: DATE:
not address the'sealing consideration that may arise in different wall ( -- 03/31/20h7 3737 Lakeport Blvd
conditions. For the complete installation procedure see the'instiuctions 7 = oRAwN srt SC UF-1 JEL19rWEN Klamath Fails,OR.97641
packaged with the window or go to www.j6ld-w6n.com.
7�' =, IHAWMNS NTS Phone: (541)882-3451
CHECKED BYi TME:
D.BELL
DISGLAIM.ER. '�0 '•. C O.P • 4u�,� APgRoveosri Builders Vinyl Tilt.Singie Hung
�_ J.G MIEN
This draining and.its contents are confidential and are notto be ''r Sit'p � PART PRO ECf
reproduced�or copied in Whole or in part.or used or disclosed to others � t- �� Mfflo9
/?I W6 No 7W%
except as authorized by JELD-WEN inc. 3sa:east naaSSAA+L-t&li�j X9144. swta 338 IDENTIflER No. PLANT NAME AND tbcAmoN: CAD DWG.No.: REY: SHEET
Dania Beac FL'33004 S7W2012-202-F C BldrsVinyiTSH A 10F4
I
THROUGH FRAME
4" MAX. MikDisTk4m INSTALLATION
13 1/2•• FROM Ort EDGE.3/4"3.
O.C. MAX. ;------f—'—CORNERS. _
1 1 � 2 1.1l2"MIK
EMBEDMENT 11/2°MIN.,
8 314•'
O.C. MAX. EMBEDMENT
y 1.
l4•'MAX
1/4"MAX _
FRAME SECTION(TYP)
VERTICAL SECTION
" MIN.DISTANCE Z
FOR EDGE:3/4"'
i 1
JAMB.SECTION(TYP).
HORIZONTAL SECTION
y. 1 I/4"MAX
SHIM SPACE
ti
Max Frame DP P, TINGI IMPACT
3' 48 x 77 +50/-50, 1 NO
Installatlon Notes: General:Notes:
1, Seal flange/frame;to substrate.. 1. The,product shown herein is esigned,.tested and'manufactured to comply with the wind load criteria-
2. Use#8 PH or grater fastener though the frame with sufficient length to penetrate a minimum ON 112 of the adopted International Building Code(IBC),the international Residential Gode(IRC),the Florida
into the'wood:framing:`For2X wood.frame substrate.(mm.S.G..=D 42):, Building Code(FBC)and the industry requirement for the.stated,conditions:
3. Host structure(wood'.buck,;masonry,steel}-to be designed and,anchored:to propedytransferall'loads 2. All gla?ing;shall conform to.ASTM.E1300:
to-the structure. The host'structure is the responsibility of the architect or an of rec.0 4for'1116 3. At minimum,glazing,shall be single strength annealed;insulating glass.,
project of installation:
This
only�fiffjstehers
,`� St F'!l0
Wind toach eethe rated'designpre ssure to the sizmitations.
noted. It is not intended as a,guide-to the installation process•and:does, ��- (/ pJtOIECTENG,NEER DATE:
Lakeport -
not address the sealing consideration U1at may arise in different wall O /31/2.017 3737 Blvd
conditions. Forthe complete installation procedure,see the instnictions 7. DRAWN BYC SCALE: jELD +ITEN Klamath Falls,OR 97601
packaged with the window or go to www.jeld-wen.com. J:HAWIQ
NS NTS Phone: (541)882 3453
-o T:T 1 CHECKED BY: TITLE:
D BELAU
ApeRovED:er: Builders-Vinyl Tit Single Hung
DISCLAIMER �� '�` �$ 1GOOSSEN
This drawing and its contents are confidential and,are not to',be �S �ttrJG p RT PRO CCT o
reproduced or copied in whole,or in part or.used or disclosed to Others riggipp��a 6o-7�7Qf�� y z oF.4
exce t"asaulfiorized b JELD-WEN Inc., 39B East 1f61fid/Q40%gkd Suite,338 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
p' Y Dania Beach FL;33004 110-16-134 BldrsVin ITSH A
4" MAX. hA50NRY —MINOISTANCE MASONRY IN8T-ALLATION
FROM Fqi EG6f,.211r
I—i-CORNERS
a
I .. 1 ° -2'.e.
3 i
MEN v+•
EMBEDMENT 11/4"MIN,
�'MIDSPANEMBEDMENT
I6 .t/2"
_. .,._._...._ _,;___..__._.,__.. __... . ..__._.:....... _.._._._.._.._....__.._._ _.........Q..C_AAX........
_...._....._. IJ4-MAX
5PACE
SHIAti SPACE MIN,DISTANCE
FOR EDOE:21/2° 2 o
FRAME SECTION(iYP)
VERTICAL SECTION
v
v a. ..
- MASONRY
BLOCK
t
!AMB SECTION(TYP)
HORIZONTAL SECTION
i
SHIMSPACE
Q
D
tl V
3 Max FrameIDP RATING IMPACT
M1. 48x77 +50/-50 1 NO�
BL«�
Installation Notes: General Notes:
1. Seal flangelframe to substrate. 1. The product shown herein is designed,tested and;manufactured to comply with the wind load criteria.
2. tJse-3116°Tapson or equivalent fasteners,through•frame Wdh sufficient length to penetrate a minimum of the=adopted International B,uiIdino Code(IBC),the In' ational.Residential Code(IRG),;the Florida
of 1 114"into concrete or masonry at eactt'locaflon with a 2:1/2"min from edge distance. Forconcrete Building Code(FBG)and(he industry requirement for the stated:conditions.
(min.=3000psi)or masonry'(CMU'shall conform to ASTM.090): 2. All,glazingshall.conform;to-ASTM E1300:
3. Noststructure:(wood buck,masonry,steel)to be,d'esigned and anchoredto properly transfer all loads 3; At minimum,.glazing shall'be;single strength anneaied'insulating glass.
to the structure. The host structure is the responsibl(dy of the architect or engineer of record`for the;
project of installation
tt[1!t(IJo
This 9chedule'addresses only the fasteners required to anchor �1`%N 's ,'j��
window to achieve.the:rated design pressure upaothe size limitations ��
Itis not intended•as.a guide to the mstailation proeess and does % .
noted,
,` • r PROJECT ENGINEER:: DATE:
__ 3737 Lakeport Blvd
not address the sealing consideration that may arise in different wa!! . C7 03/31'/2017
conditions. For'the complete installation procedure see fhe•instructions 7 oRnwN Bvi scxLE JELR EN Klamath Falls,.OR 97641
packaged with the window or go fo:www.teld=wen,com: * - T' �7tC JiHAWIC[Nq, NTS Phone: (541)882-3951
( CHECKED BY: ,TITLE:
'y y w ;► D BELAU
to pP • 40 .; APPROVED BY: Builders Vinyl Tilt Single Hung
DISCL RIMER: . K`
,.� 7JGOQSSEN
This drawing and,its contents are confidential and are:not to be '•� S G �` P EC7 D:.
reproduced orcopied in whole or in part,or used.:ordisclosed to others t iti''ida> o r, k`�t?E' ��}�t� A
except asauthdriied'byJELD=WENinc. sea.Earl D �. SOWN Suite 08 IDENCSFIERNo.. PIANT,NAMEANDLOCATION: �D40.Ci;hm„ REV: SHEET
Dama`,ae ,FL 3aooa' 110-167134 BtdisvinyifsH I� aOF4
4'' MAX. MiN:DISTAN[E STEEL INSTALLATION
FOP,EDGE:1/2'.
FROM 'Mia embedment
CORNERS` of three threads
Q, 3 past fmme
1 F'
18-gbugemin 18 gouge min
.Steel Stud Steel Stud
MIDSPAN
i 16 1/2' .11/a•MAX.. i
skM SPACE '1/4",MAX
' _--------- ------_..__ -_.___--•_--- --------------- ___..- ---- .__O.0-MAX._.-- ----- - ----- ._ .._�.�.________—_------•- --------- - •- --- ._-.. -
MIN.DISTANCE 3
FRAME SECTION(TYP) FOR EDGE:1/2"
VERTICAL SECTION
Min.embedment J
a threethreads 2
past frame
JAMB:SECTION{TYP)
HORIZONTAL•SECTION
1 O 1/4'MAX
SHIM SPACE
Is gauge min
Sted Stud
s Max Frame DP RATING'IMPACT
448 x 77 +50/=50 1 NO
Installation Notes: General Notes:
1. Seailangelframe to substrate. 1. The p(oduct shown herein Is destgrled,jested and manufacturedto'comply with the wind load criteria
2. For-anchadng,info metal framing,use# 8-TEK Self Tappingscrew_s with suffidientlength toachieve a of the adopted I'ntemational.Building Code(IBC),the Intemational Residential Code((R%the Florida
minimum embedment of.three'threads.past the frame thickness: Locate-anchors as shown.in Building Code(FBC)and the industry requirement for the stated con,ditions:
etevabons.aiid Installation details: Steel substrate,min.18ga.,fy=33 ksi. 2: All-glazing shall conform to A$TM,E1300:
3. Host structure(wood buck,masonry,steel)'to be designed and:anchored taproperiy transferal]loads 3: Atminimum,glazingshall besingle strength annealed insulating.glass.
to-the structure. The host.structure is the responsibility of the architect or engineerof record4or the
project of installation.
Thisschedule addre'sses only the:fasteners required to anchor the ��� S F
window to achieve the,rated:design-pressure up to the s'iie limitations
�i
noted.,If is not intended as a guide to the installation process and does �< : r O �- PROJECT ENGINEER: DA 03 3737 Lakeport Blvd
not address thesealing consideratiomthat may arise in different wall 7 1/201 N Klamath Falls OR.97001
conditions Forttle complete,installation procedure,see the instructions —_ . DRAWN BY:. SCAM'
JELDE
acka =_ * ]'HAWIQNS NTS Phone: (541)682-3451
P ged with the window or.go to www:jeld-wen:com. r T or Z CHECKED BY: TITLE:
D.BELAU
O pP, APPROVED BY: Builders Vinyl Tilt Single Hung
DISCLAIMER: . J.GOOSSEN
This drawing and its contents are confidential and are notto.be �i �S.. G �+ P RT Pio Ear No
reproduced or copied in whole:or m part orused'or disclosed to others gy`® 0.
7M
exceptas auihoft JELD*EN Inc. ase East UnMdJ$�pit t sulte,33B IDENTIFIER No PLANT NAME AND LOCATION: CAD DWG No. REV: SHEET'
Y Aanie eoacZl....FL 33009' 110=16-134 BldrsV1nyITSH A aoFa
y� s Home Ibg In I User kgi:tratton ! Hot Topics i Submit Surcharge Stats'&Fads-i Puoiitattons FUC Staif ads she Map'l Unks 3 Search
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L^1 _;' 'Prt)duct dpprovai
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"Fnuhirt AmrwM Menu>,PMduct or Aoy�itcation Search>AaplifaUcm E ist>Appifeation Detail
FL# FL14911-R8
0. Appllcauon;Type Revision
Code Version 2017
#pplication Status Approved
i
Comments
Archived
Product Manufacturer Silver Line Building Products Corp.
ddressJPhoneJEmail One.Siiverline..Drive .
North'.Brunswick,NJ:08902'
(65i)264-t 78
I Nicholas.Kopp9 andersenco'rp.com
Jluthorized Signature Nicholas Kopp
IIiI Nlcholas.Kbpp@andersencorp.com
1 echnlcal:Representative Jon Berrian
Address/Phone/Enlaii One Silveriifte Wive
North Brunswick NJ:oB902
(732),4,35=1000
jonberrian@sihp.com
Quality Assurance Representative
Address/Phone/Email
i
i
Category Windows
,Subcategory Single Hung,
ICoinpitance Method Evaluation Report-from aFlorida Registered Architect or a Licensed
Florida Professional Engineer
rD Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name Who developed Hermes F.Norero,P.E.
the`Evaluation-Report
Florida License PE-73778
Quality Assurance Entity Window,and Door'Manufacturers Assoclatlon=QA
Quality'Assurance Contract;Expiration Date 08/03/2021
Validated By Locke:Bowden-
ED Validation Checklist-Hardcopy.Recelved
I Certificate of Independence FL1491i R13: CO(SlIverline SS-2017-00-14.odf
i
Referenced Standard and Year(of Standard) standard year
AAMA/WDMA/CSA/101/I.S.2/A440 2008
AAMA/WOMA/CSA/101/I.S.2/A440 2011
i
j Equivalence of Product Standards
I Certified By
t
I Sections from the Code
I
1
i
I
7
Product Approval Method ,Method i Option D
Date Submitted 10/21/201.7
Date Validated 10/27/2017
Date Pending FBC Approval 10/30/2017
Date Approved 12/12/2017
Summary of Products .
FL# Model,Number or Nance' Description
.14911.1 VI Serlesj50 Serles(2000}' Single-Hung Window
Limits of Use Installation•Instructions
Approved,for use;in.HVHZ:No FL14911 R8 II�SWD017 SS,20 Ddf
Approved.for use outside HVHZ`Yes Verified By:Hermes F.Norero,,P:E`Florlda P.E.73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installation Instructions and Product Evaluation X1491-1 R8 AE PER5140.S$2017-10-20.Ddf
Report for allowable:design pressures,sizes,installation Created by Independent Third Party:Yes
requirements and iiniits of use.
14911.2 V2 Series/50 Series(2111) Single-Hung Window
Limits of Use Installation-Instructions
Approved for use in HVHZ:No Ft 14911 R8 Ii.SWD0 81SS 2 17-10-27 Ddf
Approved for use outside HVHZ:Yes Verified BY:Hermes.F.Norero,P.E.-Florida P.E.73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A. Evaluation Reports
Other:See'Instailation Instructions and ProductEvaluation FL14911 R8 AE PER 41 SS 2017-}0-20.120f
Report for allowable-design pressures,sizes,Installation Created by Independent Third Party:Yes
requirements and limits of use.
14911.3 V1 Series/50 Series(2200/2300) Singie-Hung Window
Limits of Use Installation Instructions
Approved for use'dn HVHZ:No Fi_1491 i R8 I1 'SWD619 SS.2017-10-27.Ddf
Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,,P;E.;Florida Pi E.73778
Impact Resistant:No Created,by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports;
Other.See Installation Instructions and Product Evaluation FLI4jj k8 AE PE-RS 42 SS 2017-10-70 Ddf
Reportfor.allowatile design pressures,sizes,installation Created by'Independent Third Party:Yes
requfrements;and Ilmits,of use.
14911.4, V1.Series/70 Series(2907/4907) Single-Hung Window
Limits of Use Installation Instructions
iApproved.for use in HVHZ:No FLS'49Y1 R8 II.SWD020 SS 2017-1,-0-27.Dddf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P;E.Florida P.E.73778
Impact•Resistante:No Created by Independent Third Party'Yes
Design Pressuree.N/A Evaluation Reports
Other:See Installation Instructions and Product,Evaluation PL1'4911 R8 AE PFR5143 SS 2Q17-10-27.odf
.Report for allowable design pressures,siies,anstallation Created by Independent Third Party:Yes
requirements andlimits of use.
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i Contact us:;2601 stair Stone Road.Tallahamee Fl.32399-Phone:8511-_ 7-1824•
The State of Florida is an AA/EEO employer.Copyright 20072823 State of Florida.::Prwacv 514tomenT::Accessibllity Statement::Refund.Stitement
I Under Fonda 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
mall 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,effecttve'october 1,2012,licensees:licensed under Chapter 455,F:S.must pmvlde'ihe Department with an email address It they have one.The
{email$,pmvided'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 am a licensee under'Chapter'455;F.S:,please
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TO STUCCO FOAM,BRICXVEMM AND SIDING. ((MiUl i
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S INSCAUATSDNANCHOASANDASSOCATED HARDWARE MUST BE MADE OF CORROSION RESISTANT 4'FROM CORNERS
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B S Home j Log 7n User'Registration i Hot Topic i Submit Surcharge ' Stats&Facts I Publications FSC Staff,`� BCIS Site Map€ Links ;. Seaich
[ ,s ij ; Product Approval
bUSER:Public User
Product AOnrnyal Nenu>Product Or Anoti tion'SeAmb>Application Lig->Application Detail
FL'# FL4904-118
Application Type Revision
ode Version 2017
Ipplication Status Approved
*Approved by DBPR.Approvals by DBPR shall-be revievied and''ratifled
by,the POC and/or,the Commission if necessary.
Comments
Archived
Irct Manufacturer Masonite international
Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185
(800)663-3667
sschreiber6masonite.com
!Authorized Signature Steve Schreiber
(( sschrelber@masonite.com
I
Technical Representative
Address/Phone/Email
I
Quality Assurance Representative
AddreWPhone/Email
i
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
iCompilance Method Certification Mark or Usting
Certification Agency National Accredtatlon.&Management,Institute
Validated By National Accreditation&`ManagementInstltute
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Referenced Standard and Year(of Standard) Standard Year
i TAS201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
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Product Approval Method Method 1 Option.A
j Date Submitted 12/15/.2017
Date Validated 12/20/2017
Date Pending FBC Approval
i
late Approved 01/02/2018
Summaof Products
IFL#' ;M del,,Number or Name Description
14904.1 Wood-edge Steel Side-HI,nged Door 6'-B"Opaque I/S'and O/S Single Door
Units.
Limits of Use Certification Agency Certificate
Approved foe use in HVHZ:Yes FL4904 RB C tAC N10061'46,61.odf
Approved for use,outside-HAf.I42t Yes QualiW,AssuranceContract Expiration Date
ImpactResistant:Yes 12/31/2020
Design Pressure:+76-.0/-76.0 Install[01:141 I ions
Other:Evaluated for use in locations adhering to the Norld'a FE4904 Ra IMUOcIt2a.,tif.
Building'Code.including the High Velocity Hurricane Zone, Wrifitid,By:,National Accreditation 4 Management Institute
and where,pressure.requi.rements as detehrii6ed',by ASCE 7, Created-li -'IndepqndentThIrd.0arty:
. 1 Y,
,minimum D Loads for Buildingsand Other StfuctLires, Evaluation Reports
-does not=the design pressures listed.3'-0"x_WmW FL4904 R8 AE 514610A.yd
maxnominal size.When large rrilssile'impact resistanceis Created by Independent Third Party:Yes.
required,hurocane.protective system is,NOT required'.See
DWG-MA-FL0128t05 for details.
4904.2 Wood-edge-Stee!,Side-Hinged Door 81-0"Opaque I/S and O/S.Single Door
I Units
Limits.of Use Certification
V Certificate
Approved for use fh'HVHZ.'Yes FL490 R8 !LA enc�L 00 0
11.6, ,ndf
Apptroveid for tiset'.outside HVHZ:Yes Quality Assurance Cantraict Expiration Date
-Impact Resistant-Yes 12/3112020
Design Ppessure.+�.0.61-70'iO Installation Instructions,
Other:Eva_luated'-for 6:sein.locatibrts adhering,to the Florida' &4904.kf�_ 6, pdf
Building toderincluding the-High Velocity Hurricane Zone, veriftd'By:Nabbitibl'AcceddItation&Management Institute
.and Where piiBssur�6.r4iquiremet".as-determined by:AStE 1 Created'by In"dep'erident.Third Party:
Minimum Design Loads for Buildings',and,�Other Structures, Evalbatl6imeporw
does not exceedthe desigrl"oresgUrpslsted. FL4904 Pg AE 1400L.D&
max,norrilinat size.When Iarg6'mfssII644npact resistance Is :Created by Independent Third Patty.Yes
required,hurricane protective,system Is NOT required.See
DWG=MA-FL0129-05 for details.
1 4904.3 W..d-ddg6 Steel Side-Hinged Door 6'-B*Opaque.VS and O/S Door w(or w/o Sidelites
Units
Limift,of*Use Certificatiton.Agertcy Certificate
Approved for use in HVHZ,Yes F04904 R8 _C CAC N1006110.2-1--aff
Approved:ibe use outride HVHZ:Yes Quality-;Assurance Contirba Ekpliation Date
Impact Resistant:'Yes 12/311210,20
Deii;ign'Oli�6s-sure.'+55.0/755.0 installation Instructions
Other:Evaluated for use In locations adhering to the'Floifidia FL4904 g8 Ii.'FL0128j)df
Building Code including the High Velocity Hurricane ibriet, Verifle!'Ry:National.Accredita'tion,&ManagerneirtiInstitute
and where pressure 7, Created by Independentlijird Party:
Minimum Design Loads1or Buildings and Other Structures,, Evaluation R'epd
ri -
does not eceedthedesi, pressures listed.IV-&i'V-6" FL.4904�P8 AF
max nominal size.When.large missile Impact resistance Is Created by Independent Third Party;Yes
required,hurricane protective system is NOT required on
opaque panels,but is required on glazed panels.See,DWG-
I MA-FL0129-'05.
4904.4 Wood-edge,Steel Side-Hlhgtd Door 8'-0'OpaqueI/S Door w/or w/o,Sidelites
Units
Llrnfts of Use Certification Agency
,Certlfl
Appr9ved4br use In HVHZ.,Yes FL4904.R8 C,CAC 00611 Of
Approved for use�.ou`tside 14VHZ:Yes Quality
Assurance Contract Expiration Date
1nipact-Resistant:,Yes 12/31/2020
DesIgn,P'fei"rie-,+45.0/-50.0 installation Instructions
Other:Evaluated for.use In,locations-adhering to the Florida 11,4904 iia'n i FLO j2 9,08
Building CodeJncluding the High Veloclty.H6rriciineldnd, Verified By:National-Accreditation&Management Institute
and where pressure requirements
requirem.e nts as determined byASCE.-,7, Creat.ed'by Independent Third Party:arty:
Minimum.Design Loads for Buildings arid.0ther'Structures, Evaluation ,,0 1,
'does notexceed:the design pressures,listed.-12'-0"-x V-0". FL4664 118 A Si4007A,odf
i
max nomnaVs(ze..When large missile impact resistance Is Created by Independent Third Party:Yes
required,hurricane
rricane phiiiedive system Is NOT required on
opaque,pa�riiili
q,but is required on glazed panels.See'DWG-
MA-FI_0129_05,
4904.5 Wood-edge Steel Side-Hinged,Door 81r0"Opaque O/S w/or w/o Sidelites
III Units
Limits of Use certificationjIgen certificate
Q-Q --adf
Yesz C GAC N
Approved for.use in HVHZ:, 9.499A'N 71006 1 L-2
Approved for use outside HVHZ:Yes Quality-4tsurancu.Contract Expiration Date
Impact
k6sisthriti:Yes 12j31/2020,
n
Desiajj`npressure:+50.01-45.0 Installation3risttuctions,
f
I
Other:Evaluated for use in locations adhering to the Florida FL4204 R8 11 FL0129 ndf
Building Code Including the High Velocity Hurricane Zone; Verified By:National Accreditation&Management Institute
Land where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
Minimum Design Loads for Buildings and.other Structures, Evaluation Reports
(does not exceed the design pressures listed.12'-0"x 8'-0" FL4904 14,4 AE 514007A.I&
!max nominal size.When large missile impact resistance is Created by Independent Third Party:Yes
Irequired,hurricane protective system.is NOT required on
opaque panels,but is required on.giazed panels:See DWG-
MA-FL.0129-05.
4904:6 Wood-edge Steel Side-Hinged.Door 0.=8'-Gl6zed.1/S and 4/5 Door'w/or w/o$[defiles
Units
i imits of Use Certification':Agency Certificate
I Approved for use in,HVHZ:Yes FL44Q4 Ra�r CA NI005110.03:oiif
i Approved for use outside HVHZ:Yes Quality Assurance Contract Eitpiratidn Date
ImpactlResistant:No 12/31/2020
Design Pressure:+50.5/-54.5 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida E 4904 R8 II; FL01M.odf
Building Code Including the.High-Velo'city.Hurr cane;Zone, Verified By:National Accreditation&Management Institute
and where pressure requirements asAetennined by ASCE 7, Created by Independent ThirdParty:
Minimum Design:Loads for Buildings,and Other-Structures; Evaluation Reports
does not exceed the design pressures listed,12'-0"x 6'-8" FL4904 R8 AE 514008A.odf
max nominal size.When large'rnisslle impact resistance is Created by;Independent Third Party:Yes
required,hurricane protective system Is required.See DWG-
MA-FL0130-05 fordetaiis:
4904.7 Wood-edge.Steel Side-Hinged Door 8'-0"Glazed.I/S Door w/or w/o Sldelites
Units
Limits of Use Certification Agency-Certificate
Approved.for use in HVHZ:Yes FL4904 1i6 C CAC.NI006110:04:ndf
Approved'for,useoutside HVHZ:Yes. Quality.Assurance-Contract,.E k iration Date
Impact Resistant: No 12/31/2020
Design Pressure +R0.0/-45.0 Installation Instructions,
Other:Evaluated for,use in-locations,adhering to the Florida FL'4904 R II FL0131.1)d
Building Code-including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements as determined by ASCE 7, Created by independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed.12'-0"x 8'-0" FL4464 fi'8AE 514007A.ndf
max nominal size.When large,missile impact.resistance is Created byIIndependent Third Party:Yes
required,hurricane protective system is required.See DWG-
MA=FL0131-05'for details.
4904,8 -Wood-edge Steel Side-Hinged•"Door 8'-0"Glazed O/S Door w/or w/o Sidelites
[Units
Limits of Use Certification.AgencyCertificate.
Approved for'ase in HVHZ:Yes FL4904 R8 C'CAC NIO061*10.04'pdf
Approved for.use'outside.HVHZ:Yes Qualitv`Assurance Contratd'Expiration Date
Impact Resistant:.No 12%31L2020
Design,pressure:+45.0/-40.0 Instailatian Instructions
Other:Evaluated for use iii locations,adhering to the Florida Fi 49Q4 R8 11 'FL0131.ndf
Building'Code including the:Hlgh'V.eiocity Hurricane'Zone, Verified'By National Accreditation&Management Institute
and where pressure requirements as determined by ASCE Z, Created by independent Third..,Party:
Minimum Design Loads for Buildings and Other Structure`s, Evaluation Reports.
does not exceed the.design.pressures listed.12'-0"x 8'-0" F. 4 R8 AE 514007A.,df
max nominal'size.When large missile Impact resistance Is Created by.Independent Third Party:Yes
required,hurricane.protective system is required..Se.e DWG-
MA-FL0131-OS for details.
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ISI The State of-Florida Is.an WEED employer.Copyright 2007-2011 Slate erFlorda .:'Private Statement.::Accessibility StatemenRefund:S ment
Under Florida law,email addresses are.public records.If you do not want your e-mail address taisesed In response,to a public-records request,do'not send electronic
mail to this entfiy.Instead,contact the office by phone dr by traditional mail.If youhaveany questions;please contact 850.487.139S..Vursuant to Section 455.275
(1I.Florida Statutes,.effective October 1,2014 licensees licensed under chapter 455,F.S:musristovide the Department with an.emaii address If they have one;'Ihe
ernaiis provided maybe used for official communication with the licensee.However email addresses are public record.If you do not wish to suDDiX a-personal address,
please provide the Department with an email address which can be made available to the public.,To determineif you are a licensee under Chapter 455,F.S.,please
. ! cl'ltk here.
i Prof educt Approval A=pt,;
1
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I SIDE7HINt3ED_WOOD�EDC7 &TEFL DOOR UNIT 2T Adrw 38.375•Tux, G
D.G.D. PANEL T;DTH {� 37,5,7 ATAX, p'
6`- DOUBLE DOOR.WITH/W1�HOUTSIOEUTES � L''VASMAGAiL� I FRAME MOTH a 10
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DESIGN,LOADS FOR OMDM,AND:OTHER:57RUG?URES
DOM NOT EXCM lHE DESM.PAMIR 9.Lt5TED. p�T
2 HURRICANE'PROTECMT SYSTEM i4PATERS).S Wt REQUIRED ON
OPAOUE PmasL BUT IS REOUIREO ON map S[OELRT.B.
3. :WINE--Mg-FACTORY MUM bOORSLIM BE PAWED 94 -}
ACCORDANCE WMi SECTION 2220 OF THE-FOG
4. POL7URETME CORE'FLAME SPREAD Pita OF-50 �
AND:SMOE DEYELDM INDEx OF 100 PER ASM ED,.
S PLASTICS TESTING OF 11TE,FRAME, .'
TEST'CEBCNIPEION OESiDNAT10N.' RESULT }y$.
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TABLE OF CONTENTS i fIG SINN PRESSURE RATtND-_..REOLDROUT NO -1 TNSNG,M'SE WOF BMW - E J bnG 7 71 DS
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STRUCTURE DEEP ENOUGH
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ATTACHMENT DETAFi
N H`-
1. ANCHOR,ANALYSIS'FOR LOADING CDNDITIONS PREPARED, y n
SIGNED AND SEALED 8Y LU1S R.,LOMAS, PE IM2di m21?�
(FLORIDA #62514) WITH THE LOWEST'(LEAST) o o '
FASTtNER RATING FROM THE DiFFEttENF FASTENERS + -
BEING,CONSIDERED FOR USE JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNff INCLUDE 'c
,410 WOOD SCREWS OR 3/16'JTAPCONS.. A.PHYSICAL
SHIM-MUST_ BE PLACED.IN SHIM':SPACE AT EACH ANCHOR I
LOCATION. TAPCON=EDGE DISTANCE MIN 2=-1/2". HARDWARE-SC
WOOD SCREW EDGE DISTANCE OIN 3/4'. 1. '400 GRADE,'3 CYLINDRICAL LATCH ANDI 1SWIKSETJOERIES
ERIES 'CRPDE I DEADLOCK HARDWARE TO'BE INSTALLED _
2. MULLIONS TO BE 2-1/2`X 4,3/8"STRUCTURAL-GRADE AT.5-1/2" CENTERLINE.
FJ PINE ON CONTINUOUS HEAD AND SILL'UNITS' BACK TO
BACK JAMB UNITS`JOINED WITi� 1"X 1/2" LONG' 2: 4'"'X 4" FULL MORTISE BUTT HINGES o
CORRUGATED FASTENERS LOCATED 3" FROM EACH END u
AND MAXIMUM 7` O.C;,OR n 1Or X-2"FLAT HEAD WOOD
SCREWS LOCATED-6' FROM.EACH ENO AND MAXIhIUtd ti''
12O.C. j-j t.25' ma
3; THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM nue —025" aru..2. _ '
ANSI/AF&PA,.NDA FOR:SOUTHERN,PINE'LUMBER AND ACHEIVEMENT
OF 1-1/2".MINIMUM.EMBEDMENT. THE TAPCON.MUST ACHIEVE'
MINIMUMEMBEDMENT OF 1-1/4'% srr o.c ar SW5
4, WOOD BUCKS BY-OTHERS MUST BE ANCHORED PROPERLY TO ocu.
TRANSFER LOADS'TO,STRUCTUgE marc na
5. MINIMUM:DESIGN VALUE STRENGTH OF ANCHORANCHORS 171 TYPICAL MASONRY
S 171 LBS: oac-fu-xtorza-as
ANCHOR INSTALLATION ANCHOR INSTALLATION
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