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FL# FL22513-R2
Application Type Revision
Code Version 2017 6 �0
Application Status Approved 1"lle copy-
*
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratffied by
the POC and/or the Commission if nWEEVIEWED
�
Comments FOR
Archived � `
CODE COMPLIANCE
Product Manufacturer Masonite International S 1 . L CIE COUNTY
1955 Powis Road
West Chicago,IL 60185 BOCC
(800)663-3667
sschreiber@masonite.com
Authorized Signatiue Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 04/16/2018
Date Validated 04/18/2018
Date Pending FBC Approval
Date Approved 04/24/2018
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46... 10/5/2020
Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
22513.1 HPC Wood-edge Steel Side-Hinged 6'-8"Glazed I/S or O/S Single or Double Door w/or w/o
Door Unit Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.01-RI.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2021
Design Pressure: +50/-50 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0212.pdf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size.When Evaluation Reports
impact resistance is required,hurricane protective system is FL22513..._R2_AE 51400...pdf
required: Door top rails stamped"HPC".See DWG-MA-FL0212 Created by Independent Third Party:Yes
for details.
22513.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S or O/S Single Door Unit
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL225Y3._R2_C_.CAC N1013747.04.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure:+70/-70 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.pdf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed.3'-0"x 8'-0"max nominal size.When impact Evaluation Reports
resistance is required,hurricane protective system not FL72513 R2 AE 514009.pdf
required.See DWG-MA-FL0215 for details. Created by Independent Third Party: Yes
22513.3 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513. R2_C CAC..NIOJ_3747.04.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +45/-50 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.odf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0"max nominal size.When Evaluation Reports
impact resistance is required,hurricane protective system not FL22513 R2 AE 514007.1)df
required on opaque panels,but is required on glazed Created by Independent Third Party:Yes
sidelites.See DWG-MA-FL0215 for details.
22513.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.04.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +50/-45 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.pdF
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0"max nominal size.When Evaluation Reports
impact resistance is required,hurricane protective system not FI-22513 R2 AE 514007,oClf
required on opaque panels,but is required on glazed Created by Independent Third Party: Yes
sidelites.See DWG-MA-FL0215 for details.
22513.5 Wood-edge Steel Side-Hinged Door 8'-0"3/4-Lite Glazed I/S or O/S Single or Double Door w/or
Unit w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL2251.3 R2 C CAC NI013747.06.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/30/2021
Design Pressure:+40/-40 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL2251.3 R2 II FL0217,pdf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0"max nominal size.When Evaluation Reports
impact resistance is required,hurricane protective system is FL22513__R2._AE 514007.pdf
required.See DWG-MA-FL0217 for details. Created by Independent Third Party:Yes
22513.6 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single Door
Unit
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46... 10/5/2020
1
Florida Building Code Online Page 3 of 3
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747-Rl.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure:+70/-70 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0211.Ddf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed.3'-0"x 6'-8"max nominal size.When impact Evaluation Reports
resistance is required,hurricane protective system not FL22513 R2.AE 514010,pcif
required.See DWG-MA-FL0211 for details. Created by Independent Third Party:Yes
22513.7 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single or Double Door w/or w/o
Unit Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure:+55/-55 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0211.Ddf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size. When Evaluation Reports
impact resistance is required,hurricane protective system not FL22513 R2 AE 51.4008.pdf
required on opaque panels,but is required on glazed Created by Independent Third Party:Yes
sidelites.See DWG-MA-FL0211 for details.
22513.8 Wood-edge Steel Side-Hinged Door 6'-8"3/4-Lite Glazed I/S or 0/S Single or Double Door w/or
Unit w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI01.3747.03-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/30/2021
Design Pressure:+50/-50 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0214.[)df
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size.When Evaluation Reports
impact resistance is required,hurricane protective system is FL22513 R2 AE 514008.1)df
required.See DWG-MA-FL0214 for details. Created by Independent Third Party: Yes
Back Nex[
Contact Us::2601 Blair Stone Road.Tallahassee&32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer,Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
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INSTALLATION INSTRUCTIONS FOR PREHUNG ENTRY DOORS
IMPORTANT.Read and understand the entire procedure before attempting to Install the unit.Please note That this is a supplemental instruction.Installation
instructions will also he attached to the purchased unit.
STEP 1.SELECT DOOR AND SIDELiTE COMBINATIONS
-All donrspitMred assume you are standing on the •Rough opening eft is measured ham the imide of On sum •Rough opening S'imallans 114'shin
spars an each side
oAsrdedte badsg bane to the Inside of tlm opposite sfrhut Donot measure thmr ofUhe door
lOpo'.fir,urpsags.
•Door sizes used lou this forth azc32'x 80'aid 36'x BO'. -To unsure the rough opening an adaw tlat h Keung
Rough opening heights measured from the Boor to the tepfasd,reMM interior cssfnp to ensure accurate
•Rough openings are calculated using 14'aide swekTrs, bottom of the header(top of rough opening).Rough opening rtmavnemenis horn stud to stud and from floor to header
Deduct r from the mugh opening vidlh for each 12'sldelile height required is 82'fmall doors wNcb open in and 81 110'
ordedoct3.314'irom go aidlh for each 3O'sidetitL for doors whkh open out. •Notc It is easier to reduce the rough opening she by shimming
or adding rag sheds than it f4 to ehiage a rough opening.
•RO-Rough Opening(dewvkwed from the outside of building)Hough Opening Heights Inswing-OF.Outsaeug-81 118'.
•Whensekedngabansovt assodzle for rough opening height specification.
SINGLE 000 SINGLE Dona w 7 S(L SINGLE DOOR w 1 SIL SINGLE DOOR m 2 SQ DOUBLE DOORS
DOOR SIZE RO n1H No WIDTH NO WIDTH Ro wnmH DOOR SIZE RO WIDTH
32' Q 34114• 0 49 34' 04M4' 0 65-1/4' li4` 0 663(4'
36' M 38-114' 0 53-W ❑53-314' 0 69-11'r 72' 0 74-3/4'
NOTE Roughopeningssh For Ir sbeites deduct Y for tMitsideM&rm70-sideliter deduct3-3f4-lord side0e.
Forrougs openings fou doerswiU harrsahs,please Sao a AE.Brahk AseedaR.
STEP 2.DETERMINE DOOR FRAME SIZE
•rx 4'or 2'x S-c°nstnmtm simply mrem to the idd0 m lumber used to tome Ino rough opening. HOW to measure lot your new Prehung Entry Door ------ -----
•Jamb is wider than framing lumber to eros tmjamb to overlap lhew9lboad,panelling,siding etc Ordezave naidNmtop.rtsdn.ami bobmhdopeoig betsren ihssMts.
•BddeheW mvuc Ora yip bmean tle mgh ope»ing xd Oa door)znb mina erMdwvaat arW Whaits tle maeettmpswemmr!(Flohgh Opaag Oltil r
dawhxing mmhid beappFM on be tmtalus f'4 tbpameheightm both saes oltheopenig from 8m Oaorup Y
to the bmtom of tle freadu.What is Ins smstnxasumxneni7 Y
STEP 3.DETERMINE DOOR SWiNG (R°"g'opening DN'+)
-All douWadooraystems e%w fa both doom to ----- -----r
open Nomeasr,
during numel usage one doom staOowy(mucbm door)while yr�s7 s11i�c oU•J\Yll�c
the other door up=and rises(arEw door).
•Onrssiag units supplied with a Mapper We threshold.
i
•
All doors pictured assume you am standing on the outside of
the ka in. Lett banded Right Banded Right Handed Leltllanded -----Q---- '
STEP 4.TOOLS AND SUPPLIES STEP 5.COMPONENTS OF A PREHUNG ENTRY DOOR UNIT
Level(2q ramp Square(ul Flgmet
A-Primed Jamb
B-Compression Weatherstripping
Fidsrbrimdyl cxfk wbugo level(2dtooh arng square, " C-Thermal Broken Sill
_
level(24't,trauma squad (Y
hammer,mul seL r galvanized ❑ a D-Door Sweep(installed)
3'P+1+aimdfaidh woos fihishng M:%W-2'plated , ❑ E-SueYJBagand
scream(see Rome 11)wooden instructions
instructions
shins,wood tiler.PSN bine, o ..
9 gun wmd¢ar CWXM gnu,cedant cath, o • , Hinges(3)
Wanmeasuring tape and phdips G-Lock Side Jamb
® screwdriver. H-Hinge Side Jamb
�mAe w0wenshims i- Header
eanQ1w o , J-Glass Insert
ROPS her
tJOSIIt9 Tape o
c- Figme 2
STEP 6.SQUARE AND PLUMB STEP 7.APPLY WATER STEP 8.INSTALL PREKUNR UNIT STEP 9. TEMPORARILY NAI.HINGE
ROUGH STUD OPENING PROOF CAULKING INTO ROUGH OPENING SIDE OF FRAME
Figura 3Trumv
Flgam 4 Flgnm 5 Rgura 6
_,Vkod?n Sousa
�r ! I
i_ �mHpped GO H
ard undersil- st \s Sbrmng a5WdO'hnln gle top rude
m Mshlhtion zjt\�tj{} han0.til the hinge side in piece
Moxa avrc. Va�tvls in lhmhWd dssiW may rapine Nate fist.through the Jamb and shin
Hulk fuesbe app1 directymzhe bosom m the udt mvmng that ee frame h cquare
7 The hinge sw is t live m ensure a aalhar-seat Inspect the bonen m to sill and dumb.Use a 3'finishing ran.
The Muga side of the foraoy RA=btu(u ahgl glbosa To Wesel easy srfiatoml at a later
rough opeakv Is plumb. Appy..2t..a babcm Rol smhces and gmovm arm srasem irWaren,donold*a the
rti)The lead Is square to Lha
�side m the rough opening. atmbattwompra a' Cernerlheprdragonb inking ornpo.wing,sN wria d We way M but mace
Appyahipk read m cadic abrg ahb•flnor viae and Lost Dun 6sIDrbtle aWlmp mmpomM. and
V out.Prue a semud man 6�"
aiO be 'trued, from tie bottom and a thirtl in the middle of ttr-(rare.
STEP 10. - STEP 11. STEP 12.
TEMPORARILY NAIL LOCK-SIDE OF FRAME TEMPORARILY NAIL REMAINDER OF FRAME CHECK WEATHERSTRIP SEAL
Flitum 7 WoodenShuns Figure 8 Figure g
Mile.position wooden
shuns
To dtak the seal of o
behym the tough opening.0 veatherstipagaJimllbedont
Shim through the slims using to
3' r from the weamemt p.II the
Stirs Move to the lade side m fimshng nab(Ryna B), dktmw is equal all Me way
\ tlw frame.Shimard then NOTE Leave tem3 halls sbd- done the doer,posCmwg m
tensa Step 7.163 ing ort sfgtdty as they nay hams mredand m
ttrough the iMbteam to be reumed lam adjualment h seplired.
theshhn Efronthemp, G
8'from the it.and at
Ihemft Ilgam•ch:..
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Code Version 2017 FL# 22513.6
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Search Results-A licatiaus
FL# Type Manufacturer Validated Status
FL22513- Revision Masonite International National Accreditation& Approved
R2 FL#:FL22513.6 Management Institute
History- Model:Wood-edge Steel Side- (804)684-5124
Hinged Door Unit
Description:6-8"Opaque I/S or
O/S Single Door
Category:Exterior Doors
Subcategory:Swinging Exterior
Door Assemblies
*Approved by DBPR-Approvals by DBPR shall be reviewed and ratified by the POC and/or the
Commission if necessary.
Contact Us ::2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. ::Pd3mgy—Statement
AccessibilityStatement ::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in
response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by
phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must
provide the Department with an email address if they have one.The emails provided may be used for
official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be,made
available to the public.To determine if you are a licensee under Chapter 455,1~_S.,Tease click he—re
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: NI013747-R1
iY1 1955 Powis Road Certification Date: 06/08/2017
West Chicago,IL 60185 Expiration Date: 06/30/2021
r. Revision Date: 04/13/2018
Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites
(w/Wood Frame unless noted)
Specification: TAS 201/202/203-94
Impact: Large Missile Impact Rated Non-Impact Glazing: Insulating Glass(Tempered)
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listin at www.Namicertification.com. NAMI's"Certification Pro am is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design Test Impact Drawing Number&
Outswing Opaque Size Pressure Pressure Rated Comments
X I/S Opaque 3'0"x 6'8" +70/-70 0.0 psf Yes ATLNC 1001.01-13
Maximum Panel Size:3'0"x Single Anchor Details DWG-MA-FL0211,
-17
X O/S Opaque 3'0"x 698" +70/-70 3.0 psf Yes ATLNC 1001,01-13/W-1857
Single 4.5 psf' Maximum Panel Size:3'0"x.Anchor Detai s-DWG-MA FL0211-, 17
7.50 pSf 3.4.9
XX I/S Opaque 6'0"x 618" +55/-55 0 psf Yes NC L-210-2930-1
DoubleMaximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0211-17
6'0"x 6'8" +55/-55 3.0 sP Yes NCTI-210-2930-1
XX 0/S Opaque P
Double 4.5 psf' Maximum Panel Size:3'0"x 61"
7.50 psf AnchorDetails-DWG-MA-FL0211-17
XO/OX I/S Opaque Door 6'09'x 618" +55/-55 0 psf Door-Yes NCTL-210-2930-1
Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0211-17
XO/OX O/S Opaque Door 6'0"x 6'8" +55/-55 3,0 psP Door-Yes NCTL-210-2930-1
Single w/Sidelite Glazed Sidelite 4.5 psf' Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
7.50psf' Anchor Details-DWG-MA-FL0211-17
0X0 I/S Opaque Door 9'0"x 6'8" +55/-55 �0,psf Door-Yes NCTL-210.2930-1
Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0211-17
OXO 0/S Opaque Door 9'0"x 608" +55/-55 3.0 psf Door-Yes NCTL-210.2930-1
Single w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
7.50psf' AnchorDetaiis-DWG-MA-FL0211-17
OXXO 1/S Opaque Door 12'4"x 698" +55/-55 0 psf Door-Yes NCTL-210-2930-1
Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6's"
Anchor Details-DWG-MA-FL0211-17
.OXXO O/S Opaque Door 1214"x 6'8" +55/-55 3.0 psf Door-Yes NCTL-210.2930-1
Double w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
7.50psf' AnchorDetails-DWG-MA-FL0211-17
1-Denotes Bumper Outswing Threshold 2-Denotes Z-Serles Outstving Threshold 3-HI-Dam Outswing Threshold 4-Pro T4 Threshold 5-HP Outswing Threshold
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE.