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Produprovgt menu>e,'�roo�ct oL:�a_.1.4au»SaarctS> >Application Detail
FL# FL4904-R7
Application Type Affirmation
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185
(615)441-4258
sschrelber@masonite.com
Authorized Signature Steve Schreiber
sschrelber@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 Usting
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
I affirm that there are no changes in the new Florida
Building Code which affect my product(s)and my product(s)
are In compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes No N/A
Product Approval Method Method 1 Option A
http://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtelulwHNbblSc... 6/22/2015
Date Submitted 04/29/2015
Date Validated 04/29/2015
Date Pending FBC Approval
Date Approved 05/04/2015
Sumrnary of Products
FL# Model,Number or Name Description
4904.1 Wood-edge Steel Side-Hinged Door V-B"Opaque I/S and O/S Single Door
Units
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL4904 R7 C CAC NI006110.01.12df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure.+76.0/-76.0 Installation Instrurttions
tither:Evaluated for use in locations adhering to the FL4904 R7 II FL0128.pdf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zane,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 504A.pdf
3'-0"x 61-8"max nominal size,When large missile impact Created by Independent Third Party:Yes
resistance is required,hurricane protective system is NOT
required.See DWG-MA-FLO128-05 for details.
4904.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S and O/S Single Door
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4Q04 R7-CCAC NI006110.02.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +70.0/-70.0 Installation Instructions
Other:Evaluated for use in locations adhering to the FL4904 R7 ii FL0129.pdf
Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 503&g-ft
V-{I"x 8'-0"max nominal size.When large missile Impact Created by Independent Third Party:Yes
resistance is required,hurricane protective system Is NOT
required.See DWG-MA-FLO129-05 for details.
-------------
4904.3 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C GAC ldi006110.01.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+55.0/-55.0 Installation Instructions
Other:Evaluated for use In locations adhering to the FL4904 R7 IT FL0128.pdf
Florida Building Cade including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 502A.pdf
12'-0"x 6'-8"max nominal size.When large missile Impact Created by Independent Third Party:Yes
resistance is required,hurricane protective system Is NOT
required on opaque panels,but is required on glazed panels.
See DWG-MA-FL0128-05.
4904.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Door w/or w/o Sideiltes
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL490n i27 C_CAC NI006110.02.odr`
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+45.0/-50.0 Installation Instructions
Other:Evaluated for use In locations adhering to the FL4j0=?.,117._II_FL0129.p1i
Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation&Management institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 501A�lf
12'-0"x 8'-0"max nominal size.When large missile Impact Created by Independent Third Party:Yes
resistance Is required,hurricane protective system Is NOT
required on opaque panels,but is required on glazed panels.
See DWG-MA-FL0129-05.
4904.5 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S w/or w/o Sidelites
Units
http://www.floridabuildiniz.org/pr/pr app_dtt.aspx?param=wGEVXQwtDytelulwHNbblSe... 6/22/2015
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.02.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+50.0/-45.0 Installation Instructions
Other:Evaluated for use In locations adhering to the FL,1904 R7 II FL0129.pdf
Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 501A.Ddf
12'-0"x 8'-0"max nominal size.When large missile Impact Created by Independent Third Party:Yes
resistance Is required,hurricane protective system Is NOT
required on opaque panels,but Is required on glazed panels.
See DWG-MA-FL0129-05.
4904,6 Wood-edge Steel Slde-Hinged Door 6'-8"Glazed I/S and O/S Door w/or w/o Sidelites
______j
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.03.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2020
I Design Pressure.+50.5/-50.5 Installation Instructions
1 Other:Evaluated for use In locations adhering to the FL4904 R7 II FLO130.Ddf
Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
fv\ ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 502A Ddf
12'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party:Yes
resistance is required,hurricane protective system Is
required.See DWG-MA-FLO130-05 for details.
4904,7 Wood-edge Steel Side-Hinged Door 8'-0"Glazed I/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL4904 R7 C CAC NIO06110.04 Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2020
Design Pressure:+40.0/-45.0 Installation Instructions
Other:Evaluated for use In locations adhering to the FL4904 R7 [I FL0131.Ddf
Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 501A.Ddf
12'-0"x 81-0"max nominal size.When large missile Impact Created by Independent Third Party:Yes
resistance Is required,hurricane protective system Is
required.See DWG-MA-FLO131-05 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 Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C CAC N1006110.04.Ddf
Approved for use outside HVHZ:Yes; Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2020
Design Pressure: +45.0/-40.0 Installation Instructions
Other:Evaluated for use In locations adhering to the FL4904 R7 II FL0131.Ddf
Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Strictures,does not exceed the design pressures listed. FL4904 R7 AE 501A.[)df
12'-0"x 8'-0"max nominal size.When large missile Impact Created by Independent Third Party:Yes
resistance Is required,hurricane protective system is
required.See DWG-MA-FLO131-05 for details.
nock Ner.t
Contact Us::1940 North Monroe Street Tallahassee FIL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Co12vri9ht 2007-2013 State of Florida ::Privacy Statement 1: 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 mall to this entity.Instead,contact the office by phone or by traditional mall.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 emalls provided may be used for official communication with the licensee.However emall 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 dict bEL.
Product Approval Accepts:
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbbiSc... 6/22/2015
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: NI006110.03
1955 Powis Road Certification Date: 07/23/2005
t =° West Chicago,IL 60185 Expiration Date: 12/31/2020
' U• �
Revision Date: 11/21/2014
' Product: Wood-Edge Steel Glazed Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites
(w/Wood Frame unless noted)
Specification: TAS 202
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 Listing
at www.Namicertitication.com. NA I's Certification Program is accredited b The American National Standards Institute(ANSI).
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design Test Impact Drawing Number&
Outswing O a ue Size pressure Pressure Rated Comments
X US Glazed 3'0"x 6'8" +50.5/-50.5 2.86 psf No NCTL-210-2930-7
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FLO130-05
X O/S Glazed 3'0"x 6'8" +50.5/-50.5 7.60 psf No NCTL-210-2930-7
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FLO130-05
XX I/S Glazed 6'0"x 6'8" +50.5/-50.5 2.86 psf No NCTL-210-2930-7
Double Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FLO130-05
XX O/S Glazed 6'0"x 6'8" +50.5/-50.5 7.60 psf No NCTL-210-2930-7
Double Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-171-0130-05
XO/OX US Glazed Door 6'0"x 6'8" +50.5/-50.5 2.86 psf Door-No NCTL-210-2930-7
Single w/Sidelite Glazed Sidelite
Sidelite-No MA-WLOI15/16/17/18/19/20/21-02
Maximum Panel Size:3'0"x 68"
Anchor Detail-MA-FLO130-05
XO/OX O/S Glazed Door 6'0"x 6'8" +50.5/-50.5 7.60 psf Door-No NCTL-210-2930-7
Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FLO130-05
OXO I/S Glazed Door 9'0"x 6'8" +50.5/-50.5 2.86 psf Door-No NCTL-210-2930-7
Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FLO130-05
OXO O/S Glazed Door 9'0"x 6'8" +50.5/-50.5 7.60 psf Door-No NCTL-210-2930-7
Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FLO130-05
OXXO I/S Glazed Doors 12'6"x 6'8" +50.5/-50.5 2.86 psf Doors-No NCTL-210-2930-7
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FLO130-05
OXXO O/S Glazed Doors 12'6"x 6'8" +50.5/-50.5 7.60 psf Doors-No NCTL-210-2930-7
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FLO130-05
X I/S Glazed Ventlite 3'0"x 6'8" +55.0/-55.0 2.86 psf No NCTL-210-3461-1
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FLOI30-05
X O/S Glazed Ventlite 3'0"x-6'8" +55.0/-55.0 0.0 psf No NCTL-210-3461-1
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FLO130-05
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072/Tel:(804)684-5124 Fax:(804)684-5122
NAMI AUTHORIZED SIGNATURE:
cl� 00
149'MAX. OVERALL FRAME WIDTH Q
21" 36.37SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT D.L.O. PANEL MAX PANEL WIDTH" MAX. _ 37.5" MAX. 0
D. FRAME WIDTH z J
6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRA(AL c)
00 �O
Lu OQ
GENERAL NOTES Z CLU i
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE 4J U
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM ~ Lr)
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, E-
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. O
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. Fo 5: x = �
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 j
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E64. _ - .
4. PLASTICS TESTING OF LITE FRAME MATERIAL:
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F
RATE OF BURNING ASTM 0635 0.77 IN MIN
SMOKE DENSITY ASTU D2843 13.4% o
TENSILE STRENGTH' ASTM D638 7.507 DIFF a W r
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 8
4500 HOURS XENON ARC METHOD 1
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WITH SIDELI7E WITH SIDELITE WITH VENTLITE U <z
WHERE WATER INFILTRATION PERFORMANCE IS oATE: 7111/05
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE
CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWINSCALE: N.T.S.
SHEET #1 DESCRIPTION X 37.5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 DWG.BY: SWS
1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5
2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 Y CHK.er`
3 ANCHORING LOCATIONS & DETAILS 0X0 112.5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 KURT BALTHAZOR DNAwING NO.:
OXXO 149 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 FLORIDA P.E. DWG-MA-FlO1J0-05
X - VENT 37.5 +55.0 -55.0 +55.0 -55.0 1 /56533
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ASTRAGAL RETAINER BOLT HOLEo d m wN
MUST BE DRILLED THROUGH �'^vvi> p
#10 x 2" #8 x 2-1/2 THE THRESHOLD & INTO THE wwww In
#8 x 2-1/2" STRUCTURE DEEP ENOUGH Ln<z o Z
#10 x 5/8" ® ® FOR A 1.375" THROW =
#8 x 2-7/2" #10 x 1" coo
#10 x 5/8" DETAIL "F" ASTRAGAL un
❑ •� #70 x 3/4" N�N�O
#10 x 2" DETAIL '•E" ASTRAGAL N^n
DETAIL '•C" ATTACH ASTRAGAL RETAINER BOLT DOW 9e5 ALUM. STEEL OR BUTYL SPACER
STRIKE PLATE TO FRAME OR EQUAL
DETAIL "D" / yBx I—I/2 PH5 o0m¢Z
AS SHOWN. / 1111
DATE: 7/11/05
{ 0.962" Addendum to NAA f rw. � N.T.S.
1.375" / cWc.ar: SINS
IRfhfMdfi.No-* 6 !6 DOW 995 Jp�
- L y OR EQUAL ^•„+;•�1�.:• CNN,By.
' ReYiewed By/ .� E%TERIOR INTERIOR
DRAWING NO.:
• INSWING THRESHOLD OUTSWING THRESHOLDDaIeReY�vT �' � TYPICAL GLAZING DETAIL DWG-,UA-FL01JO-05
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ATTACHMENT DETAIL no N U)> z
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, HARDWARE SCHEDULE �wUmw c/'
SIGNED AND SEALED BY LUIS R. LGMAS, PE
mo Of
Of
(FLORIDA #62514) WITH THE LOWEST (LEAST) 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND a=
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
FASTENER RATING FROM THE DIFFERENT FASTENERS AT 5-1/2" CENTERLINE. oom�
BEING CONSIDERED FOP. USE. JAMB, HEAD, AND 2. ¢" X 4" FULL MORTISE BUTT HINGES cv` ,00�W
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE �NNo
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL n
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. II
1A•11N f 1�2N I , '" t. .•_0.25" o v m¢z
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM —0.25'
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM MAX
OF 1-1/2" MINIMUM EMBEDMENT_ THE TAPCON MUST ACHIEVEI I DATE: 7/11/05
MINIMUM EMBEDMENT OF 1-1/4". CIL— (— CL— �— ,r•1 Ad&r&mIoNW sra.E: N.T.S.
:;4{:' -fin' CEd�IC31g111`1D.: uro OWG.BY: SINS
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO Reviewed By:
TRANSFER LOADS TO STRUCTURE. Dffi9 RBwENY ' L DRAW NG NO.:
TYPICAL WOOD BUCK TYPICAL MASONRY
4, MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ANCHOR INSTALLATION ANCHOR INSTALLATION 0wc-MA-FLo130-05
sNEFr 3 of 3