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% FL# FL4334 R9
Application Type Rev' n
Code Version 2014
Application Status y
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived _..,
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185
(615)441-4258 v�
sschreiber@masonite.com iC
Authorized Signature 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 06/01/2015
Date Validated 06/03/2015
Date Pending FBC Approval
Date Approved 06/06/2015
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Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
4334.1 Fiberglass Side-hinged Door Units- 6'-8"Opaque I/S and O/S Single Door
Impact Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4334 R9 C CAC N1005930.01.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure:+70.0/-70.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4334 R9 11 FL0120.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. FL43324..._99....nE 504B,IR0f
3'-0"x 6'-8"max nominal size. Hurricane protective system Created by Independent Third Party: Yes
is NOT required.See anchor detail DWG-MA-FLO120-05 for
additional information.
4334.2 Fiberglass Side-hinged Door Units- 8'-0"Opaque I/S and O/S Single Door
Impact Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4334 R9 C CAC NIO05930.02.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure:+70.0/-70.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4334 R9 11 FL0121.1)d
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. FL4334 R9 AE 503B.odf
3'-0"x 8'-0"max nominal size. Hurricane protective system Created by Independent Third Party: Yes
is NOT required.See anchor detail DWG-MA-FLO121-05 for
additional information.
4334.3 Fiberglass Side-hinged Door Units- 8'-0"Opaque O/S Door w/or w/o Sidelites
Impact Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL-4334 R9 C CAC NI005930.02.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure: +55.0/-50.5 Installation Instructions
Other:Evaluated for use in locations adhering to the FL433,.3�4,._R9 11 FL0121:.L�f1F
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. FL4334 R9 AE 501B.odf
12'-0"x 8'-0"max nominal size. Hurricane protective Created by Independent Third Party: Yes
system is NOT required.See anchor detail DWG-MA-FL0121-
05 for additional information.
4334.4 Fiberglass Side-hinged Door Units- 8'-0"Opaque I/S Door w/or w/o Sidelites
Impact Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4334 R9 C CAC N1005930.02.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure:+50.5/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4334 R9 II FL0121..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. FI-4334_R9 f
AE 501B.p
12'-0"x 8'-0"max nominal size. Hurricane protective Created by Independent Third Party:Yes
system is NOT required.See anchor detail DWG-MA-FL0121-
05 for additional information.
4334.5 Fibergl�Side-h�ingedor Units- 6'-8"Opaque O/S Door w/or w/o Sidelites
Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4334 R9 C CAC N1005930.01.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure:+55.0/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4334 R9 I1 FL0120.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
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTun... 10/11/2015
Florida Building Code Online Page 3 of 3
Structures,does not exceed the design pressures listed. FL4334 R9 AE 502B.Ddf
12'-0"x 6'-8"max nominal size. Hurricane protective Created by Independent Third Party: Yes
system is NOT required.See anchor detail DWG-MA-FLO120-
05 for additional information.
4334.6 Fiberglass Side-hinged Door Units- 6'-8"Opaque I/S Door w/or w/o Sidelites
Impact Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.01.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure: +50.5/-50.5 Installation Instructions
Other:Evaluated for use in locations adhering to the FL4334 R9 11 l"L0120.0f
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. FL<}3aq R9 AE 5¢26_I7df
-._
12'-0"x 6'-8"max nominal size. Hurricane protective Created by Independent Third Party: Yes
system is NOT required.See anchor detail DWG-MA-FLO120-
05 for additional information.
4334.7 Fiberglass Side-hinged Door Units- 8'-0"Glazed I/S and O/S Door w/or w/o Sidelites
Impact Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4334 R9 C CAC N1005930.04.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure:+50.0/-50.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4334 R9 H FL0123.oclf
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. FL4334 R9 AE 501B.0f
12'-0"x 8'-0"max nominal size. Hurricane protective Created by Independent Third Party: Yes
system is NOT required.See anchor detail DWG-MA-FL0123-
05 itional information.
C-1. )4334.8 Fiberglass Side-hinged Door Units- 6'-8"Glazed I/S and O/S Door w/or w/o Sidelites
Impact Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL499...C._CAC._NIQQ5930,_03_PDF
Approved for se •Yes Quality Assurance Contract Expiration Date
Impact Resi ton�Yes 02/28/2021
Design Press Installation Instructions
Other: Evaluated adhering to the FL4334 R9 II FL0122.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. FL4334 R9 AE 502B df
12'-0"x 6'-8"max nominal size. Hurricane protective Created by Independent Third Party:Yes
system is NOT required.See anchor detail DWG-MA-FL0122-
05 for additional information.
E9 Next
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 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.
Product Approval Accepts:
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http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgttSMGyvgTun... 10/11/2015
® 149'MAX. OVERALL FRAME WIDTH
• 20.5" MAX 36.375" MAX. Q p
HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT D.L.O. PANEL WIDTH 37.5" MAX.
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6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES W/asTRacaL O
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1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
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REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM °�° LLJ
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. - p
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2. THIS PRODUCT DOES NOT REQUIRE THE USE OF to 0
A HURRICANE PROTECTIVE DEVICE (SHUTTERS). � a
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. �+
4. PLASTICS TESTING OF FIBERGLASS FACING:
TEST DESCRIPTION DESIGNATION RESULT z qq
SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F 5 m
RATE OF BURNING ASTM D635 0.56 IN MIN C-1
SMOKE DENSITY ASTM D2843 53.4% m
TENSILE STRENGTH- ASTM D638 3.2% DIFF 5 K
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
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4500 HOURS XENON ARC METHOD 1
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WITH SIDELITE W17H SIDELITE w w o U m x Z
WHERE WATER INFILTRATION PERFORMANCE IS aoTE: 2 11/05
TABLE OF CONTENTS G REQUIRED TO BE 15% OF DESIGN PRESSURE
IG MAX WIDTH INSWING 'OUTSWING INSWING OUTSWING OITTSWING• cr•ir- N.T.S.
SHEET DESCRIPTION X 37.5 +60.0 -60.0 +60.0 -60.0 19.0 -19.0 +40.0 -40.0 +60.0 -60.0 DwG.ar: SWS
1 TYPICAL ELEVATIONS & GENERAL NOTES +19.0 -19.0 +40.0 -40.0 +60.0 -60.0
2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 CHK.BY:
3 ANCHORING LOCATIONS & DETAILS 0X0 112.5 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 KURT BALTHAZOR DRAWING ND.:
OXXO 149 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 f -40.0 +60.0 -60.0 FLORIDA P.E. DWG-MA-FLO122-05
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1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SHIM 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND NU � z
SIGNED AND SEALED BY ROBERTO LOMAS, PE CL—� �- SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 0,(X000 4
(FLORIDA #62514) WITH THE LOWEST (LEAST) ;r AT 5-1/2" CENTERLINE. HLd zugq
FASTENER RATING FROM THE DIFFERENT FASTENERS 2. 4" X 4" FULL MORTISE BUTT HINGES. a=Lo' L-
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THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE TYPICAL MASONRY o o o o w
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL ANCHOR INSTALLATION
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
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ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT LATEX
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE GL—� �� " CAULK scAL 2/11 OS
MINIMUM EMBEDMENT OF 1-1/4". ' ALATEX IR CRYLIC ` --- N.T.S.
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3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO !11K.er:TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK COMBINATION COMBINATION COMPOSITE4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) FL0123 or 3