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Protluct Approval Menu>Product or Aoolication Search>Application List>Application Detail MAY 072018
FL# FL22513 R2 5T. Lucie County, Permitting
Application Type Revision
Code Version 2017
Application Status Approved
*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
(800)663-3667
sschreiber@qpmic
Authorized Signature Steve Schrei r
E C011- v1
sschreiber@ soni
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.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtdytNblepz46Q... 5/7/2018
Florida Building Code Online Page 2 of 3
t
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-Rl.odf
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 FL22513 R2 11 FL0212,pdf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports
When impact resistance is required, hurricane protective FL22513 R2 AE 514008 ocif
system is required. Door top rails stamped"HPC". See DWG- Created by Independent Third Party:Yes
MA-FL0212 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 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: +70/-70 Installation Instructions
Other:Evaluated for use in locations adhering to the FL22513 R2 II FL0215 Ddf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed.3'-0"x 8'-0"max nominal size. Evaluation Reports
When impact resistance is required, hurricane protective FL22513 R2 AE 514009.Ddf
system not required. See DWG-MA-FLO215 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...0 CAC N1013747 04.odf
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 FL22513 R2 II FL0215.udf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports
When impact resistance is required, hurricane protective F1 22513 R2 AE 514007.odf
system not required on opaque panels,but is required on Created by Independent Third Party: Yes
glazed Sidelites. See DWG-MA-FLO215 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.odf
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 FL22513 R2 II FL0215.0f
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports
When impact resistance is required, hurricane protective FL22513 R2 AE 514007.odf
system not required on opaque panels,but is required on Created by Independent Third Party: Yes
glazed 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 FL22513 R2 C CAC NI013747.06.odf
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 FL22513 R2 II FL0217 Ddf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 R2 AE 514007 udf
system is 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=wGEVXQwtDgtdytNblepz46Q... 5/7/2018
Florida Building Code Online Page 3 of 3
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C GAC N1013747-R1.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 FL22513 R2 II FL0211.0f
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed.3'-0"x 6'-8"max nominal size. Evaluation Reports
When impact resistance is required, hurricane protective F122513 R2 AE 514010 odf
system not 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__.._ 'j_1;; �2,..l.udf
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 FL22513 R2 II FL0211.L)jr
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports
When impact resistance is required, hurricane protective FL22513 R2 AE 514008.uclf
system not required on opaque panels,but is required on Created by Independent Third Party: Yes
glazed sidelites. See DWG-MA-FL0211 for details.
22513.8 Wood-edge Steel Side-Hinged Door 6'-8"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 FL22513 R2 C CAC N1013747.03-Rl.udf
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 FL22513 R2 II FL0214.Dddf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports
When impact resistance is required, hurricane protective FL22513 R2 AE 514008 Ddf
system is required. See DWG-MA-FL0214 for details. Created by Independent Third Party: Yes
Back Neat
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone•850-487-1824
The State of Florida is an AA/EEO employer.('novriaht 2007-2013 State of Florida.::Privacy Sta_temennt::Ac-11,hrlity S a[ nt::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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NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: NI013747-R1
1955 Powis Road Certification Date: 06/08/2017
West Chicago,IL 60185 Expiration Date: 06/30/2021
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 ram 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&
OutswinR 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
Single Maximum Panel Size:3'0"x 618"
Anchor Details-DWG-MA-FL0211-17
X O/S Opaque 3'0"x 6'8" +70/-70 3.0 psfl Yes ATLNC 1001.01-13/W-1857
Single psf' MaximuAnchor Deo is DWG MA FL021Panel Size:3'0"x 8-17
7.5050 psf,,<
XX 1/S Opaque 6'0"x 6'8" +551-55 0 psf Yes NCTL-210-2930-1
Double Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0211-17
XX O/S Opaque 6'0"x 6'8" +55/-55 3.0 pst' Yes NCTL-210-2930-1
Double 4.5 psf' Maximum Panel Size:3'0"x 6'8"
7.50psf' Anchor Details-DW&MA-FL0211-17
XO/OX I/S Opaque Door 6'0"x 6'8" 1-55/-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 psfl 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"
7.50 psf' Anchor Details-DWG-MA-FL0211-17
OXO 1/S Opaque Door 910"x 6'8" +551-55 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 O,/S Opaque Door 9'0"x 6'8" +551-55 3.0 psfl 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' AnchorDetails-DWG-MA-FL0211-17
OXXO US Opaque Door 12'4"x 6'8" +551-55 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 6'8"
Anchor Details-DWG-MA-F1,0211-17
OXXO O/S Opaque Door 12'4"x 6'8" +551-55 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' I
Anchor Details-DWG-MA-F1,0211-17
I-Denotes Bumper Oalswing Threshold 2-Denotes/-Series Outswing Threshold 3-Hi-Dorn Outswing Threshold 4-Pro 74'ritreshold 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:
� A �
111 MASONITC. r` 149"MAX. OVERALL FRAME WIDTH - a -
21 MAX 36.375" MAX. 8 0 p
WOOD-EDGE STEEL DOOR UNIT �- D.L.O. PANEL WIDTH- 37.5" MAX. ( rc p
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH �) fYY J
ti
GEN__ FRdE f NOTES f - ; a 3 O
1. EVALUATED FOR USE IN LOCATIONS ADHERING Q U
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, _
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. j ku In U
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON a^o N Z M�
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELTTES. o -�
n
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, Q I uj
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), g
HURRICANE PROTECTNE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED �„ z
ON PANELS WITH NON-IMPACT GLASS.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING:
I EST DESCRIPTION DESIGNATION LITE FRAME � }
SELF IGNITION TEMP ASTM D7929 842 'F > 650'F
RATE OF BURNING ASTM D635 1.28 IN MIN -� e Nco
SMOKE DENSITY ASTM D2843 IV 8 y
TENSILE STRENGTH- ASTM D636 1.
1.8X DIFF Sl.
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING S
4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT WfSIDELIT S o
0
a a
® 13 1313 0[3 ® ® ® ® 1313 1311 00
0, n 0' 0
1 U ' i j L L o
w
*0
L L__j
SINGLE DOOR UNIT DOUBLE D04R UNIT a
51C1GLE DOOR UNI SINGLE DOOR UNI ,�rNGLE DOOR UNIT WfSIDELITES DOUBLE DOOR INf7 W✓�10 m c
WITH SID£LtTE WITH S(DELITE
Ll
a
0
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 15X OF DESIGN PRESSURE
MAX WI TH IOUTSWING IN WING BUM ER 0 S Z-S RIES HIGH DAM 4 0 S HP BU
X 7.5 +70.0 -70.0 + . - N A +20.0 -20.0 +30.0 - + -50.0 +50.0 0.0
XX 74 +55.0 - +55, - .0 N A +20.0 -20.0 +30.0 -30.0 + 0.0 -50.0 N A N a z
OX or 0 7 + .0 -55.0 + .0 -55.0 N A +20.0 -2 . + - + 0.0 - 0.0 N A N A
I 0X0 11 t5 - + .0 4 -5 .0 N A +20.0 -20.0 +30.0 - .0 +50.0 -50.0 N A N A
OXXO 14 + - +55.0 -55.0 N A +2 .0 -20.0 +30.0 - 0. + .0 -50.0 N A N A ATE 5 26 17
Ahkrdun to NO DWG.BY. SINS
TABLE OF CONTENTS _
SHEET iT DESCRIPTION ;e Uron tb.: �Ytu ll7h'Zc CHK,Ix:
1 TYPICAL ELEVATIONS 8t GENERAL NOTES
KURT BALTHAZOR DRAMING NO.'.
2 ANCHORING LOCATIONS & DETAILS Do I FLORIDA P.E. DWG-MA-FLO211-17
156533
3 ANCHORING LOCATIONS & DETAILS sH117 1 OF