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Home My WebLink AboutAPPROVED coppola product approval4/6/2021 Florida Building Code Online : f Intllit SCIS Horne Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact us BCIS Site Map Links Search dopr,�r-', �l Product Approval � USER: PubEc User Product Approval Menu > Product or ApyGcation Search Application List n Application Detail FL # FL22363-R6 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 Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschrelber@masonite.com 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 ASTM E1886 2013 ASTM E1996 2014 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/20/2020 Date Validated 11/23/2020 https:l/www.floridabuilding.orglprlpr_app dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPOv7Ro8yOHRgHEf8HYBpjQdlVoNoAVYGng%3d%3d V4 416/2021 Date Pending FBC Approval Date Approved Florida Building Code Online 11/29/2020 Summary of Products FL •# •, Model, Number or Name Description 22363.1 Fiberglass Side -Hinged Door Unit 6'-8" Opaque I/S Single Door Limits of Use — Certification Agency Certificate Approved for use in HVHZ: Yes FL22363 R6 C CAC Ni013717.17-R4.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant, No 05/31/2025 Design pressure: +60/-65 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22363 R6 11-FL0187.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do exceed the design pressures Created by Independent Third Party: listed. 3'-0" x 6-8" max nominal size, Hurricane protective Evaluation Reports system required in HVHZ, but not in the Wind Borne Debris FL22363 R6 AE 514010B.p�f Region. See DWG-MA-WL0187 for details, FL22363 R6 AE 514014B.pdf Created by Independent Third Party: Yes 22363.2 .Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region. See DWG-MA-WL0187 for details. 22363.3 Fiberglass Side -Hinged Door Unit 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 exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region, See DWG-MA-WL0187 for details. 22363.4 Fiberglass Side -Hinged Door Unit 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 exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-WL0189 for details. 22363.5 Fiberglass Side -Hinged Door Unit i Lim -its 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 exceed the design pressures listed. 12'-0" x 6-8" max nominal size, Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-WL0193 for details. 6'-8" Opaque O/S S"ngle Door Certification Agency Certificate FL22363 R6 C CAC 4I013717.17-R4.pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363 R6 II -FL0187.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R6 AE 514010B.pdf FL22363 R6 AE 514014B.pdf Created by Independent Third Party: Yes 6'-8" Opaque I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL2236 R C CAC NI01 717.17-R4.pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363_R6 II-FLQ187.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R6 AE 514008B.pdf FL22363 R6 AE 514012B.pdf Created by Independent Third Party: Yes 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22363 R6 C CAC NI013717.03-R3.pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363 R6 11-FL0189_pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R6 AE 5140086.pof FL22363 R6 AE 514012B.pdf Created by Independent Third Party: Yes 6'-8" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate L22363 R6 C CAC NI013717,04-R3.pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363 R6 II -FL0193.ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL223 3 R6 AE 514008B pdf 3 FL22363 R6 AE 514012B.pdf Created by Independent Third Party: Yes https:/lwww.floridabuilding.org/prlpr_app_dtl.aspx?paraam=wGEVXQwtDgs31M6m9%2fKBXPOv7Ro8yOHRgHEf8HYBpjQdlVoNoAVYGng%3d%3d 2/4 4/612021 Florida Building Code Online 22363.E Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant- Yes Design Pressure. +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, excluding the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system not required in the Wind Borne Debris Region. See DWG-MA-WL0195 for details. 6'-8" Impact Glazed I/S or 0/5 Single o Double Door w/ ar w/o Side tees Certification Agency Certificate FL22363 R6 C CAC NI013717.05-R5.pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363 R6 II -F 0195.pAf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R6 AE 514o08B.ydf FL22363 R6 AE 514012B.p(i Created by Independent Third Party: Yes 22363.7 Fiberglass Side -Hinged Door Unit 8'-0" Opaque I/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: +60/-65 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region. See DWG-MA-WL0188 For details. Certification Agency Certificate FL22363 R6 C CAC NI013717:13-RBRdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363 R6 II-FLQ188.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports EL22363 R6_A.E 514009E pdf FL22363 R6,AE 514013B.pd Created by Independent Third Party: Yes 22363.8 Fiberglass Side -Hinged Door Unit 8'-0" Opaque O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22363 R6 C CAC NI013717 18-R3 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/31/2025 Design Pressure: +60/-60 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22363 R6 II-FL0188.p_df Building Code, including the High Velocity Hurricane zone, and Verified By: National Accreditation & Management Institute where pressure requirements do exceed the design pressures Created by Independent Third Party: listed. 3'-0" x 8'-0" max nominal size. Hurricane protective Evaluation Reports system required in HVHZ, but not in the Wind Borne Debris FL22363 R6 AE 514QL)25.pdf Region. See DWG-MA-WL0188 for details. FL22363 R6 A"14 1 5.pdf Created by Independent Third Party: Yes i 22363.9 Fiberglass Side -Hinged Door Unit V-0" Opaque I/S or O/S Single or Double Door w/ or w/o 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 exceed the design pressures listed. 12'-D" x 8'-0" max nominal size. Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region. See DWG-MA-WL0188 for details. 22363.10 Fiberglass Side -Hinged Door Unit 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 exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-WL0190 for details. 22363.11 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: No Certification Agency Certificate FL22363 R6 C CAC NID13717.18-R3.pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363 R II-FL0188, df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R6 AE 514007B.pdf FL22363 R6 AE 514,". B.qd Created by Independent Third Party: Yes 8'-0" Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22363 R6 C CAC NI013717,08-R2.pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363 R6 II-FL019dpdf Verified By: National Accreditation & Management Institute Created by Independent Third Party; Evaluation Reports FL22363 R6 AF 51400713.Ro RLZ2.363 R6 AE 514011B.Rdf Created by Independent Third Party: Yes 8'-0" Impact Glazed I/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22363 R6 C CAC NI01 7 7.-R4.pdf https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPOv7Ro8yOHRgHEfBHYBpjQdlVoNoAVYGng%3d%3d 314 4/6/2021 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +40/-45 Other: Evaluated for use in locations adhering to the Florida Building Code, excluding the high Velocity Hurricane Zane, and where pressure requirements do exceed the design pressures listed. 12'-0" x W-0" max nominal size. Hurricane protective system not required in the Wind Borne Debris Region. See DWG-MA-WL0196 for details. 22363.12 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-40 Other: Evaluated for use in locations adhering to the Florida Building Code, excluding the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x W-0" max nominal size. Hurricane protective system not required in the Wind Borne Debris Region. See DWG-MA-WL0196 for details. 22363.13 HPC Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +47/-47 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures 'listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ and in the Wind Borne Debris Region. Door top rails stamped "HPC". See DWG- MA-WL0192 for details. 22363.14 HPC Fiberglass Side -Hinged Door Unit 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 exceed the design pressures listed. 12'-0" x 6-8" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. Door top rails stamped "HPC". See DWG-MA-WL0191 for details. Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363 R6 11 -FL0196.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R6 AE 514007B,pd FL22 R6 AE 514011B.pAf Created by Independent Third Party: Yes 8'-0" Impact Glazed O/S Single or Double Door w/ or w/o Sidelltes Certification Agency Certificate FL22 63 R6 C jqAC NI013717.09-R4.pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363 R6 11-FL0196.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R6 AE ' 14007B.pd FL22363 R6 AE 514011B.pdf Created by Independent Third Party: Yes 8'-0" Glazed I/S or O/5 Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22363 R6 C CAC NI0137.17.07"R2•pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363 R6 11-FL0192.pdf Verified By. National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Fi_22363 R6 AE 514007B.p,-df FL22363 R6 AE 5140116 pdf Created by Independent Third Party: Yes 6`-8" Glazed I/$ or O/S Single or Double Door w/ or w/o Sidelites I Certification Agency Certificate FL22363 R6 01 717, -R .pd Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363 R6 II -FL0191.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R6 AE 514008B.p�f FL223.6a R6 AE 5 4 12 .pAf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 PSI pne: 850-487-1824 The State of Florida is an AA/EED employer. 20_P.Mq ht 2007-201 Skate of Florida, ;; PrNacg Statement :: Accessibility Statement te.-ment :: 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 electmnlc m0 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(i.), 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 . 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Roberto Lomas P.E. 1422 Woodford Rd Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008B 434-889-0609 Date: 1011012017 rllomas ]rlomas e.com Test Report: NIA Product: Double Door with and without sidelites 12WW' (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 7th edition (2020). Anchor capacity in shear condition: Solid members w/ & w/out gap: a. With threads present in shear plane Fastener type: #10 woad screw (NDS 2018, 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: i,140 in Screw bending yield strengthL Fib = 60,000 psi Side member: Douglas Fir -!.arch (6=0.50) Main member: Spruce -Pine -Fir (6=0.42) Side member thickness: t,- 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: Fu = 4,650 psi Main member dowel bearing strength: F_, = 3,350 psi Side member dowel bearing length: 4 = 1.000 in Main member dowel bearing length: Im = 1.140 in Mode 1m qm = 636.5 Ibs/in P = 725.61 lbs Ku = 2.400 4- 302lbs Mode I, qs= 884lbs/in P= 884lbs Ko = 2,400 2K= 368 lbs Min. Design value: Z= 110 lbs Mode 11 A: 0.0007 B: 1.07 C:-427,674 P = 331 Ibs Ko = 2.400 Z= 138 lbs Duration Factor: Cp = 1.6 Made UT,,, Mode rV A: 0.00135 B: 0.000 C: -93.6 P = 263 lbs Ko = 2.400 Z= 110 lbs Allowable Design Value (ZCo): Z'= 175 lbs/anchor Fastener type: 1/4 rrW Tapcan Tabulated values N.O.A.16-1222.06 Substrate: HoPow black Minimum embedment: 1,25 in Actual edge distance: 2.50 in A: 0,00096 B: 0.57 C: -253.623 MS = 46,8 in-ibs P = 297 lbs Ko = 2.400 Z= 124 lbs Made Mx A: 0.00107 B: 0.5 C -267,699 Mm = 46.8 in-lbs P = 319 lbs Kp = 2.400 Z= 133 lbs edge distance spacing (in) 2.00 1 4.00 2,00 130 161 4.00 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z"= 155 Ibs/onchor (per interpolation when needed) Fastener type: #10 Tek screw Substrate: 18 GA, Steel Tabulated design value: Z= 1266 lbs Safety factor: Fs= 4 Allowable Design Value (ZFs): Z-= 316 tbs/anchor Minimum anchor capacity: 155 lbs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity, Anchor calculations, minimum required anchors 36.38 36.38 Design pressure: 60.0 psf Al 117AI Y A2� Y 79.25 Al Al 72.75 37.50 36.38 36.38 37.50 Al A4 A4 Al Y 13 79.25 Al A4 147,75 1 of 4 Zone Area ? {ft) Load (lbs) End- (in) Max, O.C. (in) Anchor Result Cap. (lbs) 4tY Load (Ibs) A, 2.3 138 N/A N/A 155 1 138 OK A2 7.7 463 6,00 21.00 155 5 93 OK A3 1 7.7 463 N/A NIA 1 155 3 154 1 OK Design oressure: 60.0 ncF Zane Area {ft2) Load (lbs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) 4ty Load (lbs) A, 2.4 1 146 N/A N/A 155 1 146 OK Az 7.9 473 6.00 21.00 155 5 95 OK A3 7. 4468 N/A N/A 155 4 117 OK A4 2.3 235 N/A NIA 155 1 138 OK A� 7.7 463 N/A N/A 155 3 154 OK \wkI1(it//// R - L4 0 YJ .TA 4 ICI_ oe //;i 1OA(AL�E Luis R. Lomas P.E. FL No.: 62514 9/2/20Z0 L. Roberto Lomas P. E. 1422Woodford,4d. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008B 434.68M609 Date: 10/10/2017 rllcmas Iriomas e.00M Anchor Locations: Double door 79.25 2of4 6.00 TYP. -r• - 6.00 TYP. - —. 18.19 7YF_ - -- f 6.00 18` MAX O.C. 6.00 3.00 TYP. N"' R " L 0 �� •••••�l �i 4-T�AFTE "OFOlk • �— . OR1'0' jS0oAtAt1 Luis R. Lomas P.E. FL No.: 62514 9f212020 L. Roberto Lomas P. E. 1432 woodtord Rd. Manufacturer: Masonite Lewisville, NO 27023 Report #6: 514008B 434-698-0609 Date: 1011012017 rgomas Irloma,,;gq m_ Double door with sidelites 36.30 37.50 i-+ 1 8.75 TYP. �+ 6.007'(P. 6.00TYP. ._'-'_.__y'iw 3.00 TYP. �— N..� 6A0 1 e" MAX O.C. 9.25 T - e.00 3.of 4 EN ■ TAT OF • I% • W AI.t�� Luis R. Lamas P.E. FL No.: 62514 9/2/2020 L. Roberto Lorms P.E. 1432 Woodford Rd. Lewisville, NC 27023 424-688-0609 Manufacturer: Masonite Report #: 5140088 Date: 101101201 T rilomas@lrlornaspe.com Installation instructions; 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1I2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRYICONCRETE USE 114" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 112" 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 112" 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: HOLLOWIFILLED BLOCK PER ASTM C90 WITH Frn=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSIIFU=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 MASONRYICONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-112" 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 1-112" 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 1X 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. 4 of 4 Luis R. Lomas P.E. FL No.: 62514 9/2/2020 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisvdki, NC 27023 Manufacturer: Masonite Report #: 514012B 434-68"6'09 Date: 1011 G12017 rllomasO-Homaspe.rom Test Report. N/A Product. Double Door with and without sidelites 12'x6'8" (composite 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 7th edition (2020). Anchor capacity in shear condition; Solid members w/ 4 w/out gap: a. With threads present in shear plane Fastener type: 010 wood screw (NDS 2018, 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: PVC Main member: Spruce -Pine -Fir (6=0.42) Side member thickness: t,= 1.000 in Main member thickness tm = 1.500 in Side member dowel bearing strength: F. = 10.000 psi Main member dowel bearing strength, F_ = 3,350 psi Side member dowel bearing length: 1.7 1.000 in Main member dowel bearing length: 1m = 1,140 in Mode Im Mode 1, Mode 11 Mode IIIm Mode III, Mode IV qm= 636.5lbs/in qs= 1900lbs/in A: 0.0005 A: 0.00066 A: 0.00092 A: 0.00105 P = 725.61 lbs P = 1900 lbs B: 1.07 9: 0.57 B: 0.5 B: 0.000 Kc = 2.400 Ka = 2,400 C:-681.799 C:-253.623 Ca -521.824 C: -93.6 Z.= 302 lbs Z,= 792 lbs: P = 510 lbs Ms = 46.8 in-lbs Mm = 46.8 in-fbs Ka = 2.400 P = 324 lbs P = 529 lbs P = 299 lbs Min. Design value: Z= 125 lbs Z= 212 lbs Kb = 2,400 Ko = 2.400 Ka = 2.400 Duration Factor: Cp = 1.6 Z= 135 lbs Z= 221 lbs Z= 125 lbs Allowable Design Value (ZCo): Z'- 199 lbs/anchor Fastener type: 1/4 TTW Topcon Tabulated values N.O.A.16-1222.06 Substrate: Hallow block edge dlstancc spacing (inn) 2.00 4.00 2.00 130 16I 4.00 1b3 202 Minimum embedment: 1.25 in Actual edge distance: 2.50 in Actual C To C spacing: 3.00 in Allowable Design Value: Z"= 10 lbs/anchor (per interpolation when needed) Fastener type: #10 Self tapping screw (Calculations per 2015 Aluminum Design Manual, section J.5.5) Nominal screw diameter: D: 0.190 in Screw root area: A, 0.0161 iW Actual edge distance: de: 1.086 in Screw shear ultimate strength: F,,, 54.0 ksi Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: 6063-T5 aluminum Thickness: tI 1.000 in Thickness: tc 0.052 in Ultimate tensile strength: FTu, 14 ksi Ultimate tensile strength: P z 22 ksi Nominal strength per bearing (side member): Rn = 20tiF,u, Rnl = 5320 lbs (Eq J.5-12) Nominal strength per bearing (main member): Rn = 2Dt2Ft z Rn2 = 435 lbs (Eq J.5-12) Nominal strength Per tilting: Rn = 4.2(t23DY"Ftuz Rn = 479 Ibs (Eq J.5-13) Nominai screw shear strength: Rn = A,F_/2.25 Rn = 654 lbs (Eq J.5-14) Safety fatter: 07 3 Allowable shear and bearing capacity: Pus 145 lbs/anchor Fosterer type: #10 Self tapping screw (Calculations per AISI $100-16 and AISC 2017) •_� Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F,u 54.0 ksi Screw root area, A, 0.0151 in2 Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: Metal framing Thickness: t, 1.000 in Thickness t$ 0.0.. '- ultimatetensilestrength: F., 14 ksi Ultimate tensile strength: F,2�r��,! Nominal strength per tilting: Rn = 4.2(t23D)�Fu2 Nominal strength bearing (side Rn 2,7Dt,F,,, Rn = 1001 lbs (Eq E4.3.1-1) �� R , L 0 �� per member): = Rnl = 7182 lbs (Eq E4.3.1-2 and -4)•r • ■ • •``j Nominal strength per bearing (main member): Rn = 2.7DtzFuz Rn2 = 1280 lbs (Eq E4.3.1-3 and -5) `�� V • Nominal screw shear strength: Rn = A,F„J1,25 Rn = 654 Ibs �p- .� '� � Safety factor: ❑= 3 *•-" .,`►* 0 51 • Allowable shear and bearingcapacity: P„ 218 lbs/anchor aP tY� • Minimum anchor capacity: 145 Ibs/onchor a� u TAT E 0 F Note. Anchors with the least capacity is used for calculations to qualify anchors with A ty 4 fY higher capacity. 9 P ry ZZ ��`S; .•� : 0 R %Vt" ©1VA�.�� 1 of 4 Luis R. Lomas P.E. FL No.: 62514 9/2/2020 L. Roberto Lomas P. E. 1432Woodford Rd. Manufacturer: Masonite LewlsWfle, NO 27023 Report k 514012B 484-68"609 Date: 1011012017 rllamaad rlornaspe-corn Anchorca_lcufalions, minimum reouired anchors 36.38 36.38 besign pressure: 60.0 P sf -71 Al Al �YE � 79.25 Ai Al # 72.75 37.50 36.38 36.38 37.50 ^ Al A4 A4 •• Al �/ Y A3 79.25 ik Al L A3 AS 4 A4 LA4 A3; \ Al 147.75 Anchor Locations: Double door 6.00 TYP. - -, -- -- 6.00 l $" MAX 0-C. 7925 6.00 2of4 Zone Area (ft2) Load Obs) Ind. (in) Max- O-C- (in) Anchor Result Cap. (lbs) �Y Load (tbs) AF 2.3 138 N/A NIA 145 1 138 OK A2 7.7 463 6.00 21.00 145 5 93 OK A3 1 7.7 463 N/A NIA 145 4 116 n !lesion pressure: 60 0 ncf Zone Area (ftZ) Load (Ibs) Ind. (in) Max' O-C- (in) Anchor Result Cap. Obs)Qty Load (Ibs) Ai 2.4 146 NIA NIA 145 2 73 OK Az 7.9 473 6-00 21. 00 145 5 95 OK A3 7.8 468 N/A N/A 145 4 117 OK A, 2.3 138 N/A N/A 145 1 138 OK A5 7.7 463 NIA N/A 145 4 116 OK 36.38 0.00 TYP. - l8.19 TYP.....- 3.00 TYP, i. i `�\Xjliif!/1// q, P. L 4.--tATE gyp•1,. r0�F:�aR[DP. NAL iOIE��~ Luis R. Lomas P.E. FL No.: 62514 9/2/2020 L_ Roberto Lomas P.E. 1422 Woodford Rd. Manufacturer: Masonite LowisWle, NC 27023 Report #: 514012B 434-698-0609 hate: 10/1012017 dlomasO),Irlomaspox Double door with sidelites 1 — — 37.50 �- -- 18.78 TYP. 6.00 TYP. Imo+—.•-� 6.00 IYP. 3-00 TYR F+ 79.25 3of4 37.50 R , L �rJ1r •71C_.. rT O ZJvijp�//ONAIL � lI[I Luis R. Lomas RE FL No.: 62514 9/2/2020 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 434-688-0608 Manufacturer: Masonite Report #: 514012B Date: 10/10/2017 rllomas�pecom 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=2,006P81 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FYW33KSIIFU=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 13 LESS THAN 1-112" 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 1X 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. 4 of 4 4Q 51 ' -.'tATE OF _ /.ems �ONAI.0�� Luis R. Lamas P.E. FL No.: 62514 9/2/2020