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Home My WebLink AboutProduct Approval; Swinging Exterior Door AssembliesFlorida Building Code Online Page 1 of 3 �) - BCIS Home i Log In j User Registration I Hot Topics j Submit Surcharge Stats B Facts ( Publications Contact Us BCIS Site Map Links Search Flodc 1 Product Approval p, USER: Public User 1=1=1P Product Approval Menu > Product or Application Search > Application List > Application Detail t� FL # FL22513-R3 Application Type Revision Code "Version _ 2 220 r JApproved Application Status *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 sschrelber@masonite.com Authorized Signature Steve Schreiber sschrelber@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 11/06/2020 Date Validated 11/09/2020 �� Date Pending FBC Approval Date Approved 11/17/2020 file:///C:/Users/SVCSTO-1/AppData/Local/Temp/UU9E9RZB.htm 6/9/2021 Florida Building Code Online Page 2 of 3 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 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, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports Impact resistance is required, hurricane protective system is FL22513 R3 AE 514008B.odf required. Door top rails stamped "HPC". See DWG-MA-FL0212 Created by Independent Third Party: Yes 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 R3 C CAC NI013747.04-111.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2025 Design Pressure: +70/-70 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0215.13df Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not FL22513 R3 AE 514009B.pd required. See DWG-MA-FL0215 for details. Created by Independent Third Party: Yes 22513.3 Wood -edge Steel Side -Hinged Door Unit 8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747 04-R1 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2025 Design Pressure: +45/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0215.odf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When Evaluation Reports Impact resistance is required, hurricane protective system not FL22513 R3 AE 514007B.odf required on opaque panels, but is required on glazed Created by Independent Third Party: Yes Sidelites. See DWG-MA-FL0215 for details. 22513.4 Wood -edge Steel Side -Hinged Door Unit 8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747 04-R1 odf 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.odf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When Evaluation Reports Impact resistance is required, hurricane protective system not FL22513 R3 AE 514007B.pdf required on opaque panels, but is required on glazed Created by Independent Third Party: Yes sidelites. See DWG-MA-FL0215 for details. 22513.5 Wood -edge Steel Side -Hinged Door Unit 8'-0" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747 06-R3 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2025 Design Pressure: +40/-40 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0217 odf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22513 R3 AE 514007B.odf required. See DWG-MA-FL0217 for details. Created by Independent Third Party: Yes file:///C:/Users/SVCSTO-1/AppData/Local/Temp/UU9E9RZB.htm 6/9/2021 Florida Building Code Online Page 3 of 3 Yes _ ".ign Pressure: +70/-70 mr: Evaluated for use in locations adhering to the Florida ling Code, including the High Velocity Hurricane Zone, where pressure requirements do not exceed the design surer listed. 3'-0" x 6'-8" max nominal size. When impact (ta_nce is_required,-hurrieane-protective system'not !fed. See DWG-MA-FL021.1-for-details. --� Certification Agency Certificate FL22513 R3 C CAC NI013747-112.0f Quality Assurance Contract Expiration Date 06/30/2025 Installation Instructions FL22513 R3 II FL0211.odf Verifled By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports 22513.7 �Wood-edge Steel Side -Hinged Door it 6'-8" Opaque I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747-R2.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2025 Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use In locations adhering to the Florida FL22513 R3 II FL0211.odf Building Code, including the High Velocity Hurricane Zone, Verifled By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system not FL22513 R3 AE 5140088 odf required on opaque panels, but is required on glazed Created by Independent Third Party: Yes sidelites. See DWG-MA-FL0211 for details. 22513.8 Wood -edge Steel Side -Hinged Door Unit 6'-8" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747.03-R2 odf 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 FL0214.pdf Building Code, including the High Velocity Hurricane Zone, Verifled By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22513 R3 AE 514008B.odf required. See DWG-MA-FL0214 for details. I Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AAIEEO 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: ® 99 M SCCUI'it METRICS' file:///C:/Users/SVCSTO-1/AppData/Local/TemplUU9E9RZB.htm 6/9/2021 MASONITE. WOOD -EDGE STEEL DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GE AI NO 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 REQUIR D 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: TFaT nES RIDT!ON DEz!G AnnN LITE FRAME SELF IGNITION TEMP ASTM D1929 740 'F > 656 'F RATE OF BURNING AST. 0635 0.77 IN/MIN SMOKE DENSITY- ASTM D2843- '1 .4%. - TENSILE STRENGTH. _ ASTM D638 7.17 RIFF " COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT cs s coo G - 149" MAX. OVERALL FRAME WIDTH iR l7F" ARAV DOUBLE DOOR UNIT WISIDELITES LEI DOUBLE DOOR UNIT WISIDELITES DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS'" ' REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG --MAX"WIDTH INSWING OUTSWIN INSWING BUMPER O.S Z-SERIES O8 HIGH DAM 0 S T4 0 S -. HP BUMP 0"S X 37.5 +70.0" -70.0 +70.0 , `=7D.0 N A +20.0 =20.0 +30.0 .. -30.0 +50.D -50.0 +50.0 XX 74- +55.0 -55.0 +55.0 -55.0 N 2-2200.0 , 3) 0 500 :_.. N NNN ,AAA OX or XO 75 . +55.0 +55.0-55.0 N A 50-55.0 AA0 N OXO 112.5 +55.0 +5.0 NA : +20:0 -20.0 +30.0 -30.0 +50.0 -50.0 N A 55.0-55 +30.0 -30.0 +5 NOX TABLE OF CONTENTS SHEEP # DESCRIPTION Ji1F7 _ O , C G L aa5-1-3. 6 L0 DO O Qp 0 J 1= V) ul a U U-) Z � U (~„ Lu G7 17 Dwc. BY: SWS CHK. BY: KURT BALTHAZOR DRAYANG NO.: FLORIDA P.E. DWG-MA-FLO211-17 #56533 sn�r 1 GF 3 3..- SEE DETAIL "C" 3- 6" SEE DETAIL _ 3" — 6" 3. •E" 43. 1 .3 3 r 3" IIII 6" 6" 6" II 6' 3• io W G J a iw "B I 6" v II ( Ir6" 6" I`' �I I _4 .. . _ 3" 3" -3�. 3 1 —, 3" 3" 6 6" SEE DETAIL , "F" #8 x 2" #10 x 5/8 #8 x 2" #10 x 5/8 • •.; ... #10 x 1„ 0. #10 x 2-1/2" #10 x 1" #10 x 5/8" DETAIL "C" DETAII, "D,. _ o 0 N W U .-SEE DETAIL . N „D" J � 0 0 w w - � a G � #8 x 2" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 1 1 1.375"Mla--3 0.862"1 — 1,437" T ,�� T T INSWING THRESHOLD BUMPER O/S THRESHOLD T4 O/-S THRESHOLD 1 1.482" _ 1.75" (1.047• 1.437" 0 T T T Z—SERIES O/S THRESHOLD HIGH DAM O/S THRESHOLD HP OZS THRESHOLD 6 ;EE DETAIL C. 6" M ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F".ASTRAGAL HOT MELT EL/STOMER f #6 X 1-1/2' PHS HOT MELT r N,. 1/2• BITE Adduft bITM ELASTOMER ' �f', �L DMIO TYPICAL GLAZING DETAIL NON —IMPACT GLASS DWG. BY.- SWS DHK. BY. DRAWING NO, DWG-MA-FL0211-1 SHEET 2 OF 3 CHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOAAS, 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 #10 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". WOOD SCREW EDGE DISTANCE MIN 3/4". l_ 3" ei o N W `r U N SEE DETAIL } "D" SHT. 2 L. J W W 0 n 2 ui G" . 10 .' 3" 1MIN". > t 0►..25' SHIM CL .,..,.L.. . �_ TYPICAL MASONRY ANCHOR INSTALLATION 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE i MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. HARDWARF SCHFDUIF 1. nKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. '2. 4" X 4" FULL MORTISE BUTT HINGES. 'MIN. ` K, SHIM CL —I I - a TYPICAL WOOD BUCK ANCHOR INSTALLATION 1')C1/2" CORRUGATED �10X2" WOOD SCREW 3" FROM EACH END 6" FROM EACH END AND 7" OC AND 12" OC ACR1Y�LIC CAULK LATE CAULK CL i COMBINATION WOOD COMBINATION WOOD MULLION (BOXED) MULLION (BOXED) (3WOOD SCREWS" EACH END INTEGRAL WOOD MULLION (CHS) UWC. BY: SWS CHK BY: OF 1-171