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FL# ; FL4334-119
Application Type
Code Version 2014
Application Status Approv
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
„
Comments
Archived 0
I
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185 i
(800)663-3667
ssch re i ber@ mason ite.co m
I li'
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
I , ,
Address/Phone/Email
, I
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies,
i
Compliance Method Certification Mark or Listing
I i
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&,Management Institute
I
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
I ,
Product Approval Method Method 1 Option A
Date Submitted 06/01/2015
Date Validated 06/03/2015
Date Pending FBC Approval
i
li
I
Date Approved 06/06/2015 ;
Summary of Products
F # Model,Number or Name Description
4334.1 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 I CAC N1005930.011.PDF
Approved for use :Yes Quality Assurance Contract Expiration Date
Impact Resis t:Yes 02/28/2021
Design Pres ure: +70.0/-70.0 Installation Instructions
Other:Evalua cations adhering to the Florida FL4334 R9 III FLO120.6df
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.3'-0"x 6'-8" FL4334 R. AE 504B.odf
max nominal size.Hurricane protective system is NOT Created by Independent Third Party:Yes
required.See anchor detail DWG-MA-FLO120-05 for
additional information.
4334.2 Fiberglass Side-hinged Door Units- 8'-0"Opaque I/S and 0/S'Single Door
Impact Rated 1
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL434_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:+70.0/-70.0 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL4334 R9 I1 FL0121.oiif
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.3'-0"x 8'-0" FL4334 R9 AE 503B.odf
max nominal size.Hurricane protective system is NOT Created by Independent,Third Party:Yes
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 CertificationiAgency 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: +55.0/-50.5 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL4334 R9 II FLO121,6df
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" FL4334 R9 AE 501B.odf
max nominal size. Hurricane protective system is NOT Created by Independent Third Party:Yes
required.See anchor detail DWG-MA-FLO121-OS for
additional information.
1
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 NI005930.02.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 Florida FIA 34 R9 If FL0I.21_gdf
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" FL4334 R9 (AE 901B.odf
max nominal size.Hurricane protective system is NOT Created by Independent Third Party:Yes
required.See anchor detail DWG-MA-FLO121-05 for
additional information.
4334.5 Fiberglass Side-hinged Door Units- 6'-8"Opaque 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 1`4I1005930.01.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 Florida FL4334 R9 1 II FL0120.ndf
Building Code including the High Velocity Hurricane Zone, Verified By:;National Accreditation&Management Institute
i
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 6'-8" FLi,334 R9 AE 502B.ptif
max nominal size. Hurricane protective system is NOT Created by Independent'Third Party: Yes
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 I 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 Florida FL4334 R9 IIi FL0120.pdf
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 6'-8" FL4334 R9 AE 502B.odf
max nominal size. Hurricane protective system is NOT Created by Independent Third Party:Yes
required.See anchor detail DWG-MA-FLO120-05 for
additional information.
4334.7 Fiberglass Side-hinged Door Units- 8'-0"Glazed I%S and 0/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 NI005930.04.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 Florida FL4334 R9 II FL0123.6df
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, EvaluationReports
does not exceed the design pressures listed. 12'-0"x 8'-0" FL4334 R9 !1E 501B.Ddf
max nominal size.Hurricane protective system is NOT Created by Independent Third Party:Yes
required.See anchor detail DWG-MA-FLO123-05 for
additi nal information.
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 FL4334 R9 C CAC NI005930.03.PDF
Approved for usou t e :Yes Quality Assurance Contract Expiration Date
Impact Resis t:Yes 02/28/2021
Design Press e:+60.0/-60.0 Installation Instructions
Other:Evaluate cations adhering to the Florida FL4334 R9 I1FI_0122.odf
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 6'-8" FL4334 R9 AE 502B,odf
max nominal size.Hurricane protective system is NOT Created by Independent Third Party:Yes
required.See anchor detail DWG-MA-FLO122-05 for
additional information.
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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.::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
emalls 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:
Ri--'rhzc„
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Safe
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149'W.ovERALL nu1E mon+ a
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HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT ZOp L o PANEL WIDTH 37.5' MAX. ¢ p
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH '� of_
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GENERAL NOTES ® ® ® ® 0_9
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO ju L U - -
THE FLORIDA BUILDING CODE AND WHERE PRESSURE h
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM_ 19 0 -I-
In
DESIGN-LOADS FOR BUILDINGS AND OTHER STRUCTURES,- `�
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. �O ^_ --uj
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF `, O
A HURRICANE PROTECTIVE DEVICE (SHUTTERS). w p
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
SELF IGNITION TEMP ASTM Di 929 752 'F > 650'F r
RATE OF BURNING ASTM D635 0.56 IN IN C
SMOKE DENSITY ASTM D2643 1 53.4%
TENSILE STRENGTH• ASTM D638 3.2% DIFF
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD i
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WHERE WATER INFIL 1 N PERFORMANCE IS
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TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWIN INSWING QUTSWIN UTSWING• sr„c. N.T.S.
SHEET # DESCRIPTION X 37.5 +70.0 -70.0 +70.0 -70.0 + .0 -19.0 +70.0 -70.0 +70.0 -70.0 arra.Br: SWS
1 TYPICAL ELEVATIONS & GEN NOTES - - .0 -19.0 +40.0 -4211 +55.0 -5D.
2 ANC AL LOCATIONS k DETAILS OX or XO 75 + 0.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 ua.By.
3 ANCHORING LOCATIONS & DETAILS 0X0 112.5 +50.5 -50.5 +55.0 -50. +19. -19.0 .t4D.0 -40.0 +5 _50.5 KURT BALTHAZOR aavnNc na:
OXX 149 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +421.0 -4 .0 +5 . 5 FLORIDA P.E. DWC-MA-FL0120-05
• High Dom Threshold Design #56533
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ATTACHMENT DETAIL 1.25' o J Ln a o Q
MIN ° x. f 025' HARDWARE SCHEDULE C,
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SHIM 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND c�i� Q z
SIGNED AND SEALED BY ROBERTO LOMAS, PE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 1n g w o o 0
(FLORIDA #62514) WITH THE LOWEST (LEAST) CL Y) �_ w w w i R M V)
FASTENER RATING FROM THE DIFFERENT FASTENERS .; AT 5-1/2" CENTERLINE. o z w X.o�
BEING CONSIDERED FOR USE. JAMB, HEAD, AND �R. 2. 4" X 4" FULL MORTISE BUTT HINGES. az---
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE co Lo
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY co o !w
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION c,N�Na
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". n
WOOD SCREW EDGE DISTANCE MIN 3/4". 1"x1/2 CORRUGATED #10X2" WOOD SCREW (2) A1OX2-t/2" ��
x
3" FROM EACH END 6 FROM EI�CH END WOOD SCREWS
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" AND �" oc AND 12 oc EACH END
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN0.25"
u.w o c>m x Z
OF MAX
1 _1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE AIC�R,�IFLfXC
MINIMUM EMBEDMENT OF 1-1/4". CAULK rxrE: 2/71/05
CACR> CN.T.S.
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CAULK CL ® DM.er. SINS
TRANSFER LOADS TO STRUCTURE. WK.BY,
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. COMBINATION COMBINATION COMPOSITE DROINs NO•:
AMULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) 0W0-m-FL0120-0s
sHEU 3 or 3
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149'AJAX OVERAL!FRAME WtD1H CC 00
375' MAX
36
' MAX . .
HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 20.5 37.5' MAX.
6'-8"GLAZED DOUBLE DOOR WITH!WITHOUT SIDELITES °'L'O' W ASTRAL FRAME WIDTH � rr_�
O
GENERAL NOTES -'�
1. EVALUATED FOR USE IN LOCATIONS ADHERING TOW 2t 0)1.-
THE FLORIDA BUILDING CODE AND WHERE PRESSURE _ o
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM - - -. 9
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, O) -
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
C3 in J x
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF b Q -
- - -A HURRICANE PROTECTIVE DEVICE (SHUTTERS).-
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
SELF IGNITION TEMP I ASTM D1929 752'F> 650'F
RATE OF BURNING ASTM D635 0.56 IN MIN C-1
SMOKE DENSITY I ASTM D2843 53.4%
TENSILE STRENGTH- I ASTM 0638 3.2%DIFF $ p
+ COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
asDo HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT W=ELVES
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WITH SlDELTTE Q QE t. ++1_16
_ WHERE WATER INFILTRATION PERFORMANCE IS o�11: 2 11 D5
TABLE OF CONTENTS DE51 REQUIRED TO BE 15% OF DESIGN PRESSURE
CONTIG MAX WIDTH INSWING OUiSWING INSWINGWOUTSW,ING OIlTSWING• srxE: N.T.S.
SHEET {� DESCRIPTION X 37.5 +60.0 -60.0 +60.0 -60.0 +19. -19.6 0 +60.0 -60.0 ovrc.Brc: SWS
1 TYPI ELEVATIONS Bt GEN RAL NOTES + .0 - 0.0 +60.6 -80.0 + -19.0 + 0.00.6
2 ANCHORING LOCATIONS & DETAILS OX or XO 75 + - + - +1 .0 -19.0 0 +60.0 -50.0ETAILS OXO 112.5 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 0 +60.0 - 0. KURT BALTHAZOROXXO 149 +600 -600 +600 -600 +19.0 -19.0 0 I-son t -60.0 FLORIDA P.E. pWG-MA-FLo 122-05
• High Dom Threshold Design #56533
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#10 x 5/8" DETAIL "F" ASTRAGAL 0--s-
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ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" THROW
STRIKE PLATE TO FRAME DETAIL "F" ASTRAGALr m�
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#10 x 5/8" #10 x 1" AS SHOWN. O mRol
0.124•ANNE#aO DECORATIVE INSERT `t'
#10 x 2" Ad�eNl�mtoNAYi O.Osw SAFLEX sic (OPTIONAL)
DETAIL "C" G3fTUea4mND_ ArsnoSS 0.124•ANNEALED .0124•TEMP.
DETAIL "D" TYP. BU U.w o v m x z
ALUMINUYACER L w� y, is X 1-1/2-PHS
SSPP DATE 2/11/05
DOW 832 emc- N.T.S.
1
0.962' OREQUAL y;•�;v OR EQUAL M.EN: SWS
1.375" 1.75" 1047" �4B ,;,+tel:; INTERIOR
cwc er
T T T TYPICAL GLAZING DETAI DRAWING NIX:
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INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM OIS THRESHOLD IMPACT RATED GLASS O t_
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ATTACHM NT DETAIL 'MIN" 0,25» HARDWARE S H� ULF x 0�z�
I. ANCHOR ANALYSIS FOR LOADING -CONDITIONS PREPARED, s"M 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND ir N
SIGNED AND SEALED BY ROBERTO LOMAS, PE CL
SERIES 9$0 GRADE 1 DEADLOCK HARDWARE 70 BE INSTALLED "tart<a o
AT 5--1 2" CENTERLINE, wwwso- N
(FLORIDA #62514} WITH THE LOWEST (LEAST) / p z z u
FASTENER RATING FROM THE DIFFERENT FASTENERS =_,• 2. 4" X 4" FULL MORTISE BUTT HINGES, a g u
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE TYPICAL MASONRY 00
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL ANCHOR INSTALLATION
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR N m "a '*o
14
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". r"Xr/2"CORRUGATED OX2" WOOD SCREW (2 qroX2-1/2` �°
WOOD SCREW EDGE DISTANCE MIN 3/4". i 3" FROM EACH END s" FROM EACH ENDOOD SCREWS
r,5MINAND 7" OC AND 12` OC EACH END
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM -.IN 2K" iL oumzz
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM AGi C
OF 1-1/2" MINIMUM EMBEDMENT, THE TAPCON MUST ACHIEVE CL 41C
�_ CAULK pAiE: 2/_1T 05
MINIMUM EMBEDMENT OF 1-1/4"• ACR I ti { ® scute N.T.S.
CAULK CL Mo.BY, 3Ws
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK COMBINATION COMBINATION COMPOSITE ao.:
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ANCHOR INSTALLATION ULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) DWG-MA-F10122-05