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FL# FL22633-112 JAN 2 2 2018
Application Type Affirmation
Code Version 2017 ST. Lucie County, Permitting
Application Status Approved
Comments
Archived
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chic- II vam
(800)663 67
ss
chreiber `o a om JCIPY
'.r
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
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 OYes ONo ON/A
Product Approval Method Method 1 Option A
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3 cR-DYzFYhOACg... 1/22/2018
Florida Building Code Online Page 2 of 4
Date Submitted 11/21/2017
Date Validated 11/21/2017
Date Pending FBC Approval
Date Approved 11/26/2017
Summary of Products
FL# Model,Number or Name Description
22633.1 HPC Steel-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 FL22633 R2 C CAC NI013762.01.0f
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 FL22633 R2 II FL0221.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 6'-8"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22633 R2 AE 514008.Ddf
system is required. Door top rails stamped"HPC".See DWG- Created by Independent Third Party:Yes
MA-FLO221 for details.
22633.2 HPC Steel-edge Steel Side-Hinged 6'-8"Impact Glazed I/S or O/S Single or Double Door w/or
Door Unit w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22633 R2 C CAC NI013762.04.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the FL22633 R2 II FL0223.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 6'-8"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22633 R2 AE 514008.Ddf
system is not required. Door top rails stamped"HPC".See Created by Independent Third Party:Yes
DWG-MA-FL0223 for details.
22633.3 Steel-edge Steel Side-Hinged Door 8'-0"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 FL22633 R2 C CAC NI013762.06.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure:+48/-48 Installation Instructions
Other:Evaluated for use in locations adhering to the FL22633 R2 II FL0224.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 FL22633 R2 AE 514007.Ddf
system is not required on doors,but is required on sidelites. Created by Independent Third Party:Yes
See DWG-MA-FL0224 for details.
22633.4 Steel-edge Steel Side-Hinged Door 8'-0"Glazed I/S Single or Double Door w/or w/o Sidelites
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22633 R2 C CAC NI013762.07.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/30/2021
Design Pressure:+40/-45 Installation Instructions
Other:Evaluated for use in locations adhering to the FL22633 R2 II FL0225.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 FL22633 R2 AE 514007.Ddf
system is required. See DWG-MA-FL0225 for details. Created by Independent Third Party:Yes
22633.5 Steel-edge Steel Side-Hinged Door 8'-0"Glazed O/S Single or Double Door w/or w/o Sidelites
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22633 R2 C CAC NI013762.07.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/30/2021
Design Pressure:+45/-40 Installation Instructions
Other:Evaluated for use in locations adhering to the FL22633 R2 II FL0225.0f
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
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Florida Building Code Online Page 3 of 4
When impact resistance is required,hurricane protective FL22633 R2 AE 514007.Ddf
system is required.See DWG-MA-FL0225 for details. Created by Independent Third Party:Yes
22633.6 Steel-edge Steel Side-Hinged Door 8'-0"Impact 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 FL22633 R2 C CAC NI013762.08.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +40/-40 Installation Instructions
Other:Evaluated for use in locations adhering to the FL22633 R2 II FL0226.0f
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 FL22633 R2 AE 514007.Ddf
system is not required.See DWG-MA-FL0226 for details. Created by Independent Third Party: Yes
22633.7 Steel-edge Steel Side-Hinged Door 6'-8"3/4-Lite Glazed I/S or 0/S Single or Double w/or w/o
Unit Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22633 R2 C CAC NI013762.03.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 FL22633 R2 II FL0219.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 6'-8"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22633 R2 AE 514008.Ddf
system is required.See DWG-MA-FL0219 for details. Created by Independent Third Party:Yes
22633.8 Steel-edge Steel Side-Hinged Door 6'-8"Impact Glazed I/S Single or Double Door w/or w/o
Unit Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22633 R2 C CAC NI013762.05.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure:+40/-45 Installation Instructions
Other:Evaluated for use in locations adhering to the FL22633 R2 II FL0222.vdf
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 FL22633 R2 AE 514008.Ddf
system is not required.See DWG-MA-FL0222 for details. Created by Independent Third Party: Yes
22633.9 Steel-edge Steel Side-Hinged Door 6'-8"Impact Glazed O/S Single or Double Door w/or w/o
Unit Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22633 R2 C CAC NI013762.05.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +45/-40 Installation Instructions
Other:Evaluated for use in locations adhering to the FL22633 R2 II FL0222.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 6'-8"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22633 R2 AE 514008.Ddf
system is not required.See DWG-MA-FL0222 for details. Created by Independent Third Party:Yes
22633.10 Steel-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single Door Unit
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22633 R2 C CAC NI013762.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure:+65/-65 Installation Instructions
Other:Evaluated for use in locations adhering to the FL22633 R2 II FL0218.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 6'-8"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22633 R2 AE 514010.Ddf
system is not required.See DWG-MA-FLO218 for details. Created by Independent Third Party:Yes
22633.11 Steel-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 FL22633 R2 C CAC NI013762.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
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Florida Building Code Online Page 4 of 4
Design Pressure: +55/-55 Installation Instructions
Other:Evaluated for use in locations adhering to the FL22633 R2 II FL0218.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 6'-8"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22633 R2 AE 514008.Ddf
system is not required on doors,but is required on sidelites. Created by Independent Third Party: Yes
See DWG-MA-FL0218 for details.
Baric Nett
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::accessibilityat Cement::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 oMce 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 emaiis 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 clidc here.
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111 NIASONITC. 149•MAX. DVERNL F2WE WIDTH � °p
21" MAX 36.375" MAX. Q LD
HPC STEEL-EDGE STEEL DOOR UNITD.L.O. PANEL WIDTH 37.5" MAX. p
6'8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ GALcl
FRAME WIDTH tY J
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-GENERAL NOTES ¢ 3(D
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO 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. U
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), H CT)
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REWIRED.
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, O 3
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. `" to Lv
5. PLASTICS TESTING; a
TEST DESCRIPTION DESIGNATION LITE FRAME
SELF IGNITION TEMP IASTM D1929 842 'F > 650
RATE OF BURNING ASTM D635 1.28 IN MIN $
SMOKE DENSRY ASTM 028431.26
ar
TENSILE STRENGTH- I ASTM D638 1.8% DIFF m
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING W
4500 HOURS XENON ARC METHOD 1
6. DOOR SLABS MUST BE STAMPED 'HPC" ON TOP RAIL
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WITH SIDELRE WITH SIDE RE C1
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WHERE WATER INFILTRATION PERFORMANCE IS -M6127117
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
SHEET DESCRIPTION CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER0 S Z-SERIES 0 S HIGH DAM O S sauc N.T.S.
X 37.5 M+50.O -50
+50.0 -50.0 N A +25.0 -25.0 +40.0 -40.0 +50.0 -50.0 �' 7 owo,er: SWS
1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +50.0 -50.0 N A +25.0 -25.0 +40.0 -40.0 +50.0 -50.0
2 ANCHORING LOCATIONS k DETAILS O a XO +50.D -50.0 N A +25.0 -25.0 +40.0 -40.0 +50.0 -50.0 W.
3 ANCHORING LOCATIONS & DETAILS OX 112. +50.0 -50.0 N A +25.0 - .0 +40.0 -40.0 +50.0 -50.0 KURT HALTHAZORDRWNG�;
+50.0 -50.0 N A +25.0 -25.0 +40.0 -40.0 +50.0 -50.0 FLORIDA P.E.
156533 DWC- -0221-17
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ASTRAGAL RETAINER BOLT HOLE
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STRUCTURE DEEP ENOUGH
#10 x 5/8" FOR A 1.375" THROW
#8 x 2" #10-24 x 1/2" DETAIL "E" ASTRAGALw W
#10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" A T A A 0 0
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INSWING THRESHOLD BUMPER 0/S THRESHOLD �� / 145
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1.482' 1.75' 1.047" �0e u�m SC&M, N.T.S.
TYAI�i GLAZNG QUAIL DM.BY: SWS
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DRWM NO.:
Z—SERIES O/S THRESHOLD HIGH DAM O/S THRESHOLD 0/S THRESHOLD DWO_MA_FLO221_17
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HARDWARE SCHEDULE a a
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1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND 'm
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
ATTACHMENT DETAIL 1.2r• 2. 4" X 4" FULL MORTISE BUTT HINGES.
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, _0.25•
SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3' FROM
CORRUGATED g1ox2' w000 SCREW
3' FROM EACH END 6" FROM EACH END
(FLORIDA #62514) WITH THE LOWEST (LEAST) AND 7" OC AND 12' Oc z
FASTENER RATING FROM THE DIFFERENT FASTENERS(LEAST) CL—I I� I N
BEING CONSIDERED FOR USE. JAMB, HEAD, AND ;vQ ACRYLIC
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE LATEX
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY AC c
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION CAULK CL
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2 Q
WOOD SCREW EDGE DISTANCE MIN 3/4". f
s COMBINATION WOOD COMBINATION WOOD
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50MULLION (BOXED) MULLION (BOXED)
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN 0.25" ) a _1/
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM 13wo0o SCREWS Z
MINIMUM EMBEDMENT OF 1-1/4". EACH END
CL—I I— wh: 6 21 17
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO - " SCAL N.T.S.
TRANSFER LOADS TO STRUCTURE. '"` DM.BY. SINS
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK
ANCHOR INSTALLATION 0PA1IM No.:
INTEGRAL WOOD OW-M-FLO221_17
MULLION (CHS)
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