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Home My WebLink AboutProduct Approval; Swinging Exterior Door Assemblies.6/3012021 Florida Building Code Online . FL # FL22513-R3 Application Type Revision Code Version 2020 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Masonite International 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Method 1 Option A Year 1994 1994 1994 File COPY Date Submitted 11/06/2020 Date Validated 11/09/2020 Date Pending FBC Approval https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnH I%2bvKgHKCWn2W NgFPQkSTNA%3d%3d 1/3 16/30/2021 Florida Building Code Online Date Approved 11/17/2020 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 R3 C CAC NI013747.01-R2.pdf j Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2025 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0212.pdf Building Code, including the High Velocity Hurricane Zone, and I Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When impact Evaluation Reports i resistance is required, hurricane protective system is required. FL22513 R3 AE 514008B.pdf Door top rails stamped "HPC". See DWG-MA-FL0212 for details. I Created by Independent Third Party: Yes .......... - ................. 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 R3 C CAC NIO13747.04-Rl.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 1 06/30/2025 . Design Pressure: +70/-70 1 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0215.pdf Building Code, including the High Velocity Hurricane Zone, and I Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: I pressures listed. 3'-0" x 8'-0" max nominal size. When impact Evaluation Reports i resistance is required, hurricane protective system not I FL22513 R3 AE 514009B.pdf required. See DWG-MA-FL0215 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 i Limits of Use — — _ Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC 1\1I013747.04-Rl.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2025 Design Pressure: +45/-50 Installation Instructions j Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0215.pdf i Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute i where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When impact ( Evaluation Reports resistance is required, hurricane protective system not required I FL22513 R3 AE 514007B.pdf on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes DWG-MA-FL0215 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 i Limits of Use - _ Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747.04-Rl.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2025 Design Pressure: +50/-45 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0215.pdf 1 Building Code, including the High Velocity Hurricane Zone, and ' Verified By: National Accreditation & Management Institute i where pressure requirements do .not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When impact Created by Independent Third Party: Evaluation Reports resistance is required, hurricane protective system not required FL22513 R3 AE 514007B.pd on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes DWG-MA-FL0215 for details. I ...... ...... --- f 22513.5 Wood -edge Steel Side -Hinged Door ._-._..._...._._._ j 8'-0" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or Unit j w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747.06-Rl.pdf j Approved for use outside HVHZ: Yes I Quality Assurance Contract Expiration Date I Impact Resistant: No i 06/30/2025 f Design Pressure: +40/-40 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0217.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system is required. FL22513 R3 AE 514007B.pdf 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 hftps://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnHI%2bvKgHKCWn2WNgFPQkSTNA%3d%3d 2/3 6/30/2021 Florida Building Code Online lUnit Limits of. Use Certification Agency Certificate' Approved for use in HVHZ: Yes , FL22513 0 C CAC NI013747-R2.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +70/-70 06/30/2025 Installation Instructions, Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0211.pdf Building Code, including the High Velocity Hurricane Zone, and 's Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design j Created by Independent Third Party: pressures listed. 3'-0" x 6'-8" max nominal size. When impact I Evaluation Reports resistance is required, hurricane protective system not FL22513 R3 AE 514010B.pdf required. See DWG-MA-FLO211 for details. Created by Independent Third Party: Yes 22513.7 Wood -edge Steel Side -Hinged Door 16'-8" Opaque I/S or O/S Single or Double Door w/ or w/o Unit I Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NIO13747-R2.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2025 i Design Pressure: +55/-55 Other: Evaluated for use in locations adhering to the Florida Installation Instructions FL22513 R3 II FL0211.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6-8" max nominal size. When impact I Evaluation Reports j resistance is required, hurricane protective system not required FL22513 R3 AE 514008B.pdf on opaque panels, but is required on glazed sidelites. See I Created by Independent Third Party: Yes 1 DWG-MA-FL0211 for details. 22513.8 Wood -edge Steel Side -Hinged Door i 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 I FL22513 R3 C CAC NI013747,03-R2,pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +50/-50 06/30/2025 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0214.pdf Building Code, including the High Velocity Hurricane Zone, and i Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6-8" max nominal size. When impact i Evaluation Reports resistance is required, hurricane protective system is required. FL22513 R3 AE 514008B.pdf See DWG-MA-FL0214 for details. Created by Independent Third Party: Yes Back EE 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.:: Priva 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: Crodit Card Safe hfps://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnHI%2bvKgHKCWn2WNgFPQkSTNA%3d%3d 3/3 WOOD -EDGE STEEL DO• 6'-8" DOUBLE DOOR WITH/ WITHOUT SIDELITES GOERAL Nt)TES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO 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. 2. WHEN INSTALLED IN THE WIND—BORNE DEBRIS REGION OR THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON SIDELITES. 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING: TFST nFSr_RIPTlnM nFc,,It.AIATiow IITF FRAMF SELF . IGNITION TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN MIN SMOKE DENSITY ASTM D2843 13.47 TENSILE STRENGTH* ASTM D638 7.17. DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 a C9 F co CU w � C1 Lz IN 10 F-1 rl I 1-il 1-ii �711' P-i] Fil [11 Fil Fli F! F! 1 Fil III lil lill i" I SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT WITH SIDELITE SINGLE DOOR UNIT WITH SIDELITE --- 149" MAX. % 21 " MAX 36.375" MAX. D. L.O. —"� PANEL WIDTH - W/ASTRAGAL F_11,1 III Fil SINGLE DOOR UNIT WLSIDELITE 3" SEE DEN' "C" 3" #8x2" #8x2" 6 - L SEE DETAIL 6"-1 �-ry ",Jl #10 x 5/8» #10 x 5/8 #10x2-1/2 DETAIL "C" #10 x 1" 00 x 1" 2„ DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. DETAIL "D" I _ ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE # 1 Q WOOD SCREWS OR 1 /4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1n MIN a CO t 1sJ C� a SEE DETAIL "D" SHT. 2 J Q Or uj 3" L6 3" 1. KWIKSET SERII SERIES 980. C AT 5-1 /2" C 2. 14" X 4" FULL 0.25" SHIM 3X140MC AND TYPICAL MASONRY ANCHOR INSTALLATION