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Home My WebLink AboutProduct Approval; Swinging Exterior Door AssembliesFlorida Building Code Online Page 1 of 3 BCIS Home Log In User Registration Hot Topics A Submit Surcharge f Stats & Facts Publications Contact Us BCIS Site Map i Links Search db. Product Approval USER: Public User L,P%r Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # FL22513-R2 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Masonite International 1955 Powis Road West Chicago, IL 60185 (800)663-3667 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com 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 j�ri�r ■ 11 c;opif Date Validated 04/18/2018 Date Pending FBC Approval Date Approved 04/24/2018 https://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46... 9/15/2020 Florida Building Code Online Page 2 of 3 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 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-B" max nominal size. When impact resistance is required, hurricane protective system is required. Door top rails stamped "HPC". See DWG-MA-FL0212 for details. Certification Agency Certificate FL22513 R2 C CAC N1013747.01-Rl.Ddf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22513 R2 II FL0212.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R2 AE 514008.1)df Created by Independent Third Party: Yes 22513.2 Wood -edge Steel Side -Hinged Door Unit 8'-0" Opaque I/S or O/S Single Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R2 C CAC N1013747.04.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 Florida FL22513 R2 II FL0215.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. 3'-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not FL22513 R2 AE 514009.pdf 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 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: +45/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.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 8'-0" max nominal size, When Evaluation Reports impact resistance is required, hurricane protective system not FL22513 R2 AE 514007.Ddf required on opaque panels, but is required on glazed Created by Independent Third Party: Yes Sidelites. See DWG-MA-FL0215 for details. 22513.4 od-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 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 Florida FL22513 R2 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 R2 AE 514007.p_df 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 R2 C CAC NI013747 06 Ddf 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 Florida FL22513 R2 II FL0217.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 8'-0" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22513 R2 AE 514007.odf required. See DWG-MA-FL0217 for details. Created by Independent Third Party: Yes 22513.6 I Unit Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S or O/S Single Door https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46... 9/ 15/2020 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 6'-B" max nominal size. When impact resistance is required, hurricane protective system not required. See DWG-MA-FL0211 for details. Certification Agency Certificate FL22513 R2 C CAC NI013747-R1.pdf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22513 R2 II FL0211.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R2 AE 514010.odf Created by Independent Third Party: Yes 22513.7 Wood -edge Steel Side -Hinged Door Unit 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 R2 C CAC N1013747-Rl.Ddf 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 Florida FL22513 R2 II FL021l.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 not FL22513 R2 AE 514008.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 R2 C CAC NI013747.03-RI.Ddf 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 Florida FL22513 R2 II FL0214.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 R2 AE 514008.Ddf required. See DWG-MA-FL0214 for details. 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 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 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 hem . Product Approval Accepts: M ON M Credit Card Safe https://www.floridabuilding.org/pr/P_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46... 9/15/2020 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 Manufacturer: Masonite Report #: 514010 434-688-0609 Date: 05/01/2017 rllomas(o) lrlomaspe.cOm Test Report: N/A Product: Single door 3' x 6'8" (Wood Frame) Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ s w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NOS 2012,TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: Douglas Fir -Larch (G=0.50) Main member: Spruce -Pine -Fir (6=0.42) Side member thickness: t,= 1.000 in Main member thickness: %= 1.500 in Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: F,. = 3,350 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: I. = 1.140 in Mode I. Mode I, Mode II Mode M. Mode III, Mode IV qm = 636.5 Ibs/in qs = 884 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014 P = 725.61 Ibs P = 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000 Ko = 2.400 KD = 2.400 C:-427.67 C:-253.62 C: -267.7 C: -93.6 Z.= 302 Ibs Z:= 368 Ibs P = 331 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs Ka = 2.400 P = 297 Ibs P = 319 Ibs P = 263 Ibs Min. Design value: Z= 110 Ibs Z= 138 Ibs Ko = 2.400 KD = 2AOO KD = 2.400 Duration Factor: Ca = 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Design Value (ZCo): Z'= 175 Ibs/anchor Solid members w/ S w/out gap;. a. With threads present in shear plane Fastener type: #10 wood screw (NOS 2012, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: Douglas Fr -Larch (6=0.50) Main member: Steel strap/clip Side member thickness: t,= 1.000 in Main member thickness: t'"= 0.048 in Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: F,. = 61,850 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: I. = 1.140 in Mode I. Mode I, Mode II Mode III. Mode III, Mode IV qm= 11752lbs/in qs= 884lbs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006 P = 13397 Ibs P = 884 Ibs B: 1.07 8: 0.57 B: 0.5 B: 0.000 KD = 2.400 KD = 2.400 C:-4038.9 C:-3864.9 C: -267.7 C: -93.6 Zm= 5582 Ibs Zs 368 Ibs P = 2287 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs KD = 2.400 P = 2126 Ibs P = 420 Ibs P = 392 Ibs Min. Design value: Z= 163 Ibs Z= 953 Ibs KD = 2.400 Ka = 2.400 Kb = 2.400 Duration Factor: Ca = 1.6 Z= 886 Ibs Z= 175 Ibs Z= 163 Ibs Allowable Design Value (ZC& Z.= 262 Ibs/anchor Fastener type: 1/4" ITW Topcon N.O.A.16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Edge distance: 4.00 in Tabulatedshear design value: Z = 202 Ibs Edge distance: 2.00 in Tabulated shear design value: Z = 161 Ibs Actual edge distance: 2.50 in Reduction factor: 0.85 `\`t1 Spacing: 4.00 in Tabulated shear design value: Z = 202 Ibs \N\J�S P,. '� 0 Spacing: 2.00 in Tabulated shear design value: Z = 164 Ibs �. . • /� /.0, Actual spacing: 3.00 in Reduction factor: 0.91 : • •\`'� E nj t� • •��/ Allowable Design Value WAN): Z"= 155 Ibs/anchor Minimum anchor capacity: 155 Ibs/anchor *4T(A Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.�4o,T 0 F ; Anchor calculations, minimum required anchors i 0 • t�(/ 36.38 Design pressure: 85.0 psf �j'OF `: OR lD*" Y 79.25 At 1 of 2 Max. Anchor Area Load Ind. Cap. QfY Load Zone Z (ft) (Ibs) (in) O.C. Result (in) (Ibs) (Ibs) AI 2.3 195 N/A N/A 155 2 98 OK AZ 7.7 656 6.00 18.00 155 5 131 OK //I ONAL`E��N rni1� Luis R. Lomas P.E. FL No.: 62514 5/2/2017