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Home My WebLink AboutProduct Approval; Swinging Exterior Door AssembliesMain house Side door t_ Florida Building Code Online Page 1 of 3 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 Date Submitted Date Validated Date Pending FBC Approval Date Approved 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 11/06/2020 11/09/2020 11/17/2020 Year 1994 1994 1994 https://www.floridabuilding. org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtdytNblepz46... 2/ 12/2021 Florida Building Code Online Page 2 of 34, 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 FL2251.3 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 FL225_13 R3 AE 514;Of18i3,pdf 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 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 R3C_,_CACN1013747.04- tl,,pdf Approved for use outside HVHZ: Yes Quafity 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 FL0215.1)df 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,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 FL22.513._R3_._C__CAC,,,_NtG13747 (,14-,f ;l_,,p,IJf 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„_FLQ21S,;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 R3 AE 514007B.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 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.Ddf 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 FL0215.0df 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 8'-0" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or Unit I w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 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 8'-0" max nominal size. When impact resistance is required, hurricane protective system is required. See DWG-MA-FL0217 for details. Certification Agency Certificate FL2251.3 R3 C CAC NI01.3747.06-RI.pdf Quality Assurance Contract Expiration Date 06/30/2025 Installation Instructions FL2251.3 R3 it FL0217,odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R3 AE 51!1007B.pdf 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=wGEVXQwtDgtdytNblepz46... 2/ 12/2021 �i-lorida 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'-8" max nominal size. When impact resistance is required, hurricane protective system not required See-QWG-MA-FL0211 for details. Certification Agency Certificate FL22513 R3 C CAC NI013747-R2.odf Quality Assurance Contract Expiration Date 06/30/2025 Installation Instructions FL22513 R3 II FL0211.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513,,,:R3_,AE._ 51401QI3;,pdf Created by Independent Third Party: Yes 2 513.7 Wood -edge Steel Side -Hinged Door Unit 6'-8" Opaque I/S or O/S Single or Double Door w/ or w/o Sidelites lLi s of Use Certification Agency Certificate pproved for use in HVHZ: Yes FL22513 R3 C CAC NI013747-R2.Ddf 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.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 R3 AE 51.4008B.pdf 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 FL2251.3 R3 C CAC NI013747.03-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 _1T 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 R3 AE 514008B.pdf required. See DWG-MA-FL0214 for details. Created by Independent Third Party: Yes Back iVext 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 here . Product Approval Accepts: E M Credit Cara Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46... 2/12/2021 • . L. ' Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 Manufacturer: Masonite Report #: 514010B 1 of 3 434-688-0609 Date: 10/10/2017 rllomasno.lrlomaspe.com Test Report. NIA Product: Single door Tx 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/ d w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw Nominal diameter: D: 0.190 in Root diameter: Dr: 0.152 in Minimum required penetration: p: 1.140 in Side member: Douglas Fir -Larch (G=0.50) Side member thickness: ts= 1.000 in Side member dowel bearing strength: F. = 4,650 psi Side member dowel bearing length: Is = 1.000 in Mode Im qm = 636.5 Ibs/in P = 725.61 Ibs KD = 2.400 Zm= 302 Ibs Mode I. qs = 884 Ibs/in P = 884 Ibs KD = 2.400 Z,= 368lbs Min. Design value: Z= 110 Ibs Mode II (NDS 2018, TR12) Gap: g: 0.0000 in Moment arm: 0.0000 in Screw bending yield strength: Fyb = 80,000 psi Main member: Spruce -Pine -Fir (G=0.42) Main member thickness: tm= 1.500 in Main member dowel bearing strength: Fv = 3,350 psi Main member dowel bearing length: Im = 1.140 in Mode III, Mode III, Mode IV A: 0.00135 8: 0.000 C: -93.6 P = 263 Ibs KD = 2.400 Duration Factor: CD = 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Design Value (ZCo): Z.= 175 Ibs/anchor Fastener type: 1/4 ITW Topcon Tabulated values N.O.A.16-1222.06 Substrate: Hollow block distance 2.00 4.00 Minimum embedment: Actual edge distance: Actual C To C spacing: Allowable Design Value: 1.25 in 2.50 in A: 0.0007 8: 1.07 C:-427.674 P = 331 Ibs KD = 2.400 Z= 138 Ibs A: 0.00096 B: 0.57 C: -253.623 Ms = 46.8 in-Ibs P = 297 Ibs KD = 2.400 A: 0.00107 8: 0.5 C: -267.699 Mm = 46.8 in-Ibs P = 319 Ibs KD = 2.400 edge spacing (in) 3.00 in Z..= 155 Ibs/anchor (per interpolation when needed) Fastener type: #10 Tek screw Substrate: 18 GA, Steel Tabulated design value: Z= 1266 Ibs Safety factor: Fs= 4 Allowable Design Value (ZFs): Z.= 316 Ibs/anchor Minimum anchor capacity: 155 Ibs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors 36.38 Design pressure: 85.0 psf I I 1 79.25 A2 A2 Al Max. Anchor Area Load Ind. Cap. Q Load Zone 2 (ft) (Ibs) (in) O.C. Result (Ibs) (Ibs) Al 2.3 195 N/A N/A 155 2 98 OK Az 7.7 656 6.00 18.00 155 5 131 OK Luis R. Lomas P.E. FL No.: 62514 9/2/2020 . L.' Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514010B 434-688-0609 Date: 10/10/2017 rllomasMrlomaspe. com Anchor Locations: 79.25 2 of 3 36.38 -18.19 --- 6.00 TYP. - —� 6.00 TYP. 6.00 i_ 6.00 +N7 %*' " v C, E N,S+�,•s� *:. ot ' = AT OF OF ; zo RI Luis R. Lomas P.E. FL No.: 62514 9/2/2020 L.' Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 Manufacturer: Masonite Report #: 514010B 434-688-0609 Date: 10/10/2017 rllomas(Wrlomaspe.com Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE I BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 3 of 3 Luis R. Lomas P.E. FL No.: 62514 9/2/2020