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216 Magnolia Park Tr - BR18-004321 - FRONT DOOR REPLACEMENT10/16/2018 09:24PM 4076340400 LISACOOK DECKERDOORS PAGE 05 OCT Z 2 2018 CITY OF SANFORDJ BUILDING &FIRE PREVENTION PERMIT APPLICATION Application No: _ 3 a J Documented Construction Value: $ 2464,00 lob Address: 216 Magnolia Park Trail Sanford, EL 32773 Historic District: Yes No Parcel ID: 18-20-31-507-0000-0340 Residential © Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: _ Replace. front,door unit size for size Plan Review Contact Person: Title. - Phone: Fax: Email: Property Owner Information Name 5hiyji Mustata Phone: 7f-710-9540 Street: 2161y1agnolia Park Trail Resident of property? ; City, State Zip: Sanford., FL 32773 Contractor Information Name Daniel T. Decker Street: 724 Brooks Court City, State zip: Winter Springs, FL 32708 Name: Street: City, St, Zip: Phone: 407-696-0830 Fax: 407-696-7356 State License No.: CBC1250499 Architect/Engineer Information Phone: Fax: E-mail: Bonding Company: _ Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation bas commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, ta6lts; and air conditioners, etc. F13C 105.3 Shall be inscribed with the date ofapplication and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 10/16/2018 09:24PM 4076340400 LISACOOK DECKERDOORS PAGE 06 NOUCE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that :may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements ofFlorida Lien Law, FS 713, The City of Sanford requires payment of a plant review fee at the time of permit submittal. A, copy of the executed contract is required in order to calculate a plain review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation 'fable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all, applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Con actor/Agent Date Daniel T. Decker Print Owner/Agent's Name Print Contractor/Agent's NameA ofNotary -State of Florida Date ELIZABETH COOK My COMMISSION # GG 189555 s• •o: EXPIRES: Januyy 10, 2021 FodF°Q Bonded Thru Nota ublic Underwriters Owner/Agent is Personally Known to Me or oCn toy%Agent is V Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR. OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq n of Bldg: Min. Occupancy Load: New Construction: Electric - #-of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS. ZONING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: . / Revised; June 30, 2015 Permit Application RIEQ UI[R)C+ D UTSP ECTICON' SIEQUIENCIE: Bpff- A - Li I Add Yrann! i 'lO IIDIDlai2s P16Rm'Pi l nmT IYI Inns eC&A IlDe§ern tt-IORl Footer / Sithack Stemwall ! Foundations / Form Boar-d-Survey Slab• / M-mio Slab• Pxe our Lintel / Tie- Beam / Fill / Down Cell Siheatliinxg— WaII's Sheathing , Raof i RoofDry 1h Frame Insulation Rough In- Firewall Screw Pattern Drywall / Sheetrock Lath Ins : ection Final Solar Final Roof Final Stucco. / ,Siding insulation 1~inal Final Utility', Building. I I~inalDoor Final window• e o • final Scr en.Ro m Final -.Pool Sbreen Enclosure. Mobile Home Building - Final' Pre:. -Demo Final Demo Final Single 8-wn Ty Resfdrence, ., Final. Building Other i I REVISED-* June 2014 IfInnn Max I I[IIn§ eeflonn DescidIPWOM® I Electric. Underground Fbote'r [Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final i vrp Iron u+• q.tfr.rt I??WxSNti,'~:.'D r.\1.^ Max KP"`9 q to cxr.' `J/ifar+%,1'•`•,w,i.r n an it•T,acr rn"7t` +c'cc L'^CisY.F.+'4L•C. .ccd'i:.:'R S c'+\y SCR• I[me fionn Descid2flon Plumbing Underground Plumbing Sewer . Plumbing Tub' Sete Plumbing Final I i I I q. IG•L•i Ii II'••1i.LUJVi•1m.••lCJ 11 IL.tL(i: t;r .j.:It, i.i.::'(::ii:r ::\ii i Munn Max liras eahomi Descrn 4u® Mechancal Rough Mechanical. Final I• rms eefiiom . Desern 4ionnmfuma11 I Gas Underground Gas Rough I Gas' Final I hereby name and appoint: I LIMITED POWER OF ATTORNEY Print Name of Appointee) Decker Doors, Inc. Comps y Name of Appointee) to be my lawful attorney -in -fact to act for me in applying to Government commercial / Residential Permitting for a permit enabling work to be erformed at the location below — described and to sign my name and do all things necessary to this appointmebt: I Section 2V Township 31, Range Subdivision Block 3 0 Lot Project Address) Gr I )q (Owner of Property) I ,,J^ U a 2mk' i mjA (Owner of Address) Signed: t&w certified contractor signature) Date: ' Certified Contractor: Daniel T. Decker printed name) Contractor License #: CBC 1250499 State of Florida County of Orange Sworn to and subscribed before me this VN — day of C by Daniel T. Decker (name of person acknowledged) who is personally known to me. V <t .. `7AL; z , '% Notary Public) Commission expires: FORM power of attorney/042501/dv N:o;, LESLIE A. TISCNLER MY COMMISSION # GG 039221 EXPIRES: October24,2020 c'F' Bonded Thru Notary Public Underwriters 10/16/2018 09:24PM 4076340400 LISACOOK DECKERDOORS Pr0R9dyjkQgaLCard Parcel 18-20-39-5070000-0340 Property Add rase: 216 MAGNOLIA PARK TRL SANFORD, FL 32773 Value Summary PAGE 07 4 -,ab,00 2019 Working Values 2016 Certified . Values Valuation Method Cost/Markst Cost(Market Number of Buildings 1 1 Depreciated Bldg Value 212,940 203,902 Depreciated EXFT Value 42,000 42,00DLandValue (Market) Land Value Ag JuaUMarket Value *' 254,948 246.902 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj D 0 P&G Adj 0 0 Assessed Value 254,948 245,902 Tax Amount without SOH: $4,615.41 ZQ16 Tax Bill Amount $4,615.41 Tax Estimator Sava Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 34 MAGNOLIA PARK PO 63 PGS 54 - 59 Tautest Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 2$4,948 0 254,940 Schools 254,948 D 254,948 Clry Sanford 254,948 0 264,948 SJWM(Salnt Johns Water Management), 254,948 0 Q$4 848 County 8orrds 254.9413 0 2.54,B48 Sales Description Date Book Page Amount Quallnea Vactimp WARRANTY DEED 8/112016 06765 1435 280,000 Yes Improved WARRANTY DEED 7/1/2004 05408 0> F 229,200 Yes Improved WARRANTY DEED 2/1120134 p5241 128,000 No Vachnt F!b d ComptuaEllf $,itkbe Land Method Frontage Depth Units Units Price Land Value LOT 1 42,000.00 42,000 Building information Bath count In ? k Her . tl D9scnpfion Year BuiltgotwvfEective Fixtures Betl Beth Base Area Talal SF Lkving SF Ext Wali Adj Value Repl Value Appendagesg 1 1 SINGLE 2004 13 1Q 1,498 4,911 3,423 CB/STUCCO 212,94$ 224,156 R Opening will meet 35 PSF +/- requirement m fl- Sozmu Qom OD oDOmz j z c:: <- nv' 30 C;OD"OOm r aa OOOr-m rrrn0 N .° 01, O - b J nC m roorzcn' =mRp1a.c Y lln ry0- nMZ>--Immzn(nmm 10/20/2018 Florida Building Code Online BCIS Home !. Log In User Registration Hot Topics Submit Surcharge ' Stats & Facts Publications ? Contact Us BCIS Site Map Links ! Search', rada Product Approval USER: Public User " r 0 Product Approval Menu > Product or Application Search > Application List > Application Detail o. . . FL # FL22363-R3 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 Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 800)663-3667 sschreiber@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 2005 ASTM E1996 2009 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/18/2018 Date Validated 10/03/2018 hftps://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPOv7Ro8yOHRgHl hJAwj7lKomOyrun7jTZw%3d%3d 1/4 10/20/2018 Florida Building Code Online Date Pending FBC Approval Date Approved 10/03/2018 Summary of Products FL # Model, Number or Name Description 22363.1 j Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes 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 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. 22363.2 1 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes 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 j Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes 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, 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 1 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. See DWG-MA-WL0193 for details. 6'-8" Opaque I/S Single Door Certification Agency Certificate FL22363 R3 C CAC NIO13717.17-R2.pdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 R3 II FL 0187.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R3 AE 514010A.pdf FL22363 R3 AE 514014A.pdf Created by Independent Third Party: Yes 6'-8" Opaque O/S Single Door Certification Agency Certificate FL22363 R3 C CAC NI013717.17-R2.pdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 R3 II FL 0187.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R3 AE 514010A.pdf FL22363 R3 AE 514014A.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 FL22363 R3 C CAC NI013717.17-R2.pdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 R3 II FL 0187.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R3 AE 514008A,pdf FL22363 R3 AE 514012A.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 R3 C CAC NI013717.03-R2.pdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 R3 II FL 0189.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R3 AE 514008A.pdf FL22363 R3 AE 514012A 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 FL22363 R3 C CAC NIO13717 04-R2.pd Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 R3 II FL 0193.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R3 AE 514008A.pd FL22363 R3 AE 514012A.pdf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPOv7Ro8yOHRgHl hJAwj7lKOmOyrun7jTZw%3d%3d 2/4 10/20/2018 Florida Building Code Online 22363.6 1 Fiberglass Side -Hinged Door Unit 6'-8" Impact Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites 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. Certification Agency Certificate FL22363 R3 C CAC NIO13717.05-R2.pdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 R3 II FL 0195.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R3 AE 514008A.pd FL22363 R3 AE 514012A.pdf Created by Independent Third Party: Yes 1 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: Yes 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'-O" 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 R3 C CAC NI013717.18-R1.pdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 R3 II FL 0188.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R3 AE 514009A.pdf FL22363 R3 AE 514013A.pdf Created by Independent Third Party: Yes 22363.8 j Fiberglass Side -Hinged Door Unit 1 8'-0" Opaque O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes 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 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. 22363.9 1 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes 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, 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, but not in the Wind Borne Debris Region. See DWG-MA-WL0188 for details. 22363.10 1 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 1 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: No Certification Agency Certificate FL22363 R3 C CAC NIO13717 18-R1.Rdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 R3 II FL 0188.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R3 AE 514009A.(df FL22363 R3 AE 514013A pd Created by Independent Third Party: Yes 8'-0" Opaque I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22363 R3 C CAC NIO13717.18-Rl.pd Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 R3 II FL 0188.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R3 AE 514007A.pd FL22363 R3 AE 514011A.pd Created by Independent Third Party: Yes 8'-0" Glazed I/5 or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22363 R3 C CAC NIO13717.08-RI.pdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 R3 II FL 0190 pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R3 AE 514007A pd FL22363 R3 AE 5140I1AiZ 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 R3 C CAC NI013717.09-Rl.pdf https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPOv7Ro8yOHRgHlhJAwj7lKOmOyrun7jTZw%3d%3d 3/4 10/20/2018 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +40/-4S 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 8'-0" max nominal size, Hurricane protective system not required in the Wind Borne Debris Region. See DWG-MA-WL0196 for details. 22363.12 1 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 8'-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 DooriUnit 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 I 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 05/31/2021 Installation Instructions FL22363 R3 II FL 0196.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R3 AE 514007A.pdf FL22363 R3 AE 514011A.ptdf Created by Independent Third Party: Yes 8'-0" Impact Glazed O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22363 R3 C CAC NI013717.09-Rl.pdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 R3 II FL 0196.Rdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R3 AE 514007A.pdf FL22363 R3 AE 514011A.pdf 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 R3 C CAC NI013717.07-R1.qdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 R3 II FL 0192.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R3 AE 514007A.pdf FL22363 R3 AE 514011A.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 R3 C CAC NI013717 02-R2R3CCACNI01371702-R2 pdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 R3 II FL 0191.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R3 AE 514008A.pdf FL22363 R3 AE 514012A.p P Created by Independent Third Party: Yes back '..r.z.t 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 electronicmailtothisentity. 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, pleaseprovidetheDepartmentwithanemailaddresswhichcanbemadeavailabletothepublic. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card safe - I, https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPOv7Ro8yOHRgHlhJAwj7lKOmOyrun7jTZw%3d%3d 4/4 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: N1013717.08-R1 1955 Powis Road Certification Date: 05/12/2017 West Chicago, IL 60185 Expiration Date: 05/31/2021 Revision Date: 11/20/2017 Product: Fiberglass Glazed Inswing or Outswing Door w/ and. w/o Non -Impact Rated Sidelites w/Wood Frame or Worldwide Composite Frame" unless noted) 1 Specification: TAS 202-94/ASTM. E330-02 Glazing: Insulating Glass (Tempered) The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within t L' t' t ww N micertitic tion com NAMI's Certification Pro ram is accredited b 'The American National Standards institute (ANSI). NAM1 s ertl 1e ro uc 1s m Inswring a w Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments X US Glazed 3'0" x 8'0" 40/40 0.0 PSI` No ATLNC 0223.01-17%ATLNC 0105.01-17 Maxinuun Panel Size: 3'0" x 8'0" Single Anchor Details-DWG-MA-FL0190-17 X O/S Glazed 3'0" x ST" 40/-40 3.75 psV No ATLNC 0223.01-17/ATLNC 0105.01-I W-1813/W-1843 6.0 pst- Maximum Panel Size: 3'0" x 8'0" Single 8.25 psf' Anchor Details-Di-MA-F1.,0190-17W( 9.0 PSC XX US Glazed 6'0" x 8'0" 140/-40 0 psf' No ATLNC 0223.01-I :A LLNC 0105.01-17 Maximum Panel Size: 3'0" x 8'0" Double Anchor Details-DW6-MA-F'L0190-17 XX O/S Glazed 6'0" x 8'0" 40/40 3.75 pst' No ATLNC 022:3.0l-17/A1-L,NC 0105.01-17'W-1813/l> -1843 6.0 psf' Maximum Panel Size: 3W' x 8'0" Double 8.25 psf" Anchor Details-DWG-MA-FL0190-1 7 8.2> st" XO/OX US Glazed 6'0"x 8'0" 40/40 0psf Door -No ATI..NCO223.01-ITATLNC0105.01-17 Sidelite-No Maximum Panel Size: 3'0" x KV/Sidelite: 3'0".x 8'0" Single w/Sidelite Anchor Details- DWG -MA-FL0190-17 XO/OX O/S Glazed 6'0" x 8'0" 40/40 3.75 psi' Door -No ATLNC 0223.01-ITATLNC 0105.01-17%W-I8131W-1843 6.0 psf- Sidelite-No Maximum Panel Size: 3'0" x 8'0"%Sidelite: 3'0" x ST" Single w/Sidelite 8.25 psf' Anchor Details-DWG-MA-FL0l90-17 9.0 psf `.-- OXO 1/S Glazed - 9'0"x 8'0" 40/40 0Psf Door -No ATLNCO223.01-ITATI-NC0105.01-17 Sidelites-No Maximum Panel Size: 3'0" x ST"Nidelite: 3'0" x 8'0" Single w/Sidelites Anchor Details-DWC-MA-11.0190-17 OXO O/S Glazed 9'0" x 8'0" 40/40 3.75 pst' Door -No A'F'LNC 0223.01-ITATLNC 0105.01-17!W-1913/W-1843 6.0 psf Sidelites-No Maximum Panel Size: 3'0" x 8'0"%Sidelite: 3'0" x 8'0" Single w/Sidelites 8.25 psf' Anchor Details-DWG-MA-1`1_0190-17 9.0 psf' OXXO I/S Glazed 12'4" x 8'0" 40/40 0 psf Door -No ATLNC 0223.01-171ATLNC 0105.01-17 Sidelites-No Maximum Panel Size: 3'0" x 8'0"/Sidelit(: 3'0" x 8'0" Double w/Sidelites Anchor Details-DWGGMA-FL01 )0-17 OXXO O/S Glazed 12'4"x 8'0" 40/-40 3.75psF Door -No ATLNC 0223.01-17/ATI:NC0105.01-17W-181.3;W-184:36. 0 Psf Sidelitse-No Maximum Panel Size: 3'0" x 8'0"/Sidelite: 3'0" x 8'0" Double w/Sidelites 8.25 psf' Anchor Details-DWG-MA-FL0190-17 8. 25 isf' I - Denotes Bumper Outswing Threshold 2 -Denotes USeries Outswing Threshold 3-Fli-Dam Outswing Threshold 4-W-1815 5-Worldwide Pro 14 threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Ilighway/Hayes, Tel: ( 804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: VA 23072 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville. NC 27023 Report #: 514007A 434-688-0609 Date: 10/10/2017 rllomas(d)ldomaspe.com Test Report., NIA Product: Double Door with and without sidelites 12'x8' (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/ Q w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw NDS 2012, NOS 2015, 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: tm = 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: Im = 1.140 in Mode I, Mode I, Mode II Mode III, Mode III, Mode IV qm = 636.5 Ibs/in qs = 884 Ibs/in A: 0.0007 A: 000096 A: 0.00107 A: 0.00135 P = 725.61 Ibs P = 884 Ibs 8: 1.07 B: 0.57 B: 0.5 B: 0.000 Ko = 2.400 Ko = 2.400 C:-427.674 C:-253.623 C:-267.699 C: -93.6 Zm= 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 Ko = 2.400 Ko = 2.400 Duration Factor: Co = 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Design Value (ZCo): Z'= 175 Ibs/anchor Fastener type: 1/4 ITW Tapcon Tabulated values N.0.A.16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Actual edge distance: 2.50 in edge distance spacing (in) 2.00 1 4.00 2.00 1301 161 4.00 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: 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 quality anchors with higher capacity. Anchor calculations, minimum reouired anchors 36.38 36.38 Design pressure: 55.0 psf Al Al YYAz 95.25 Y A3J, Al Al 72.75._ . 37.50 36.38 36.38 37.50 Al A4 A4 Al YP3YAS YP3 Y I 13 95.25 Al A4 A4 Al } 147. 75 1 of 4 Zone Area z ff) Load Ibs) Ind. in) Max. O. C. in) Anchor Result Cap. Ibs) Q Load Ibs) Al 2.3 126 N/A N/A 155 1 126 OK AZ 9.7 535 6.00 21.00 155 5 107 OK A3 9.7 535 N/A N/A 155 4 134 OK Nl innn%cniro: 950 nsf Zane Area Z ft) Load Ibs) Ind. in) Max. O. C. in) Anchor Result Cap.T Ibs) Load Ibs) AI 2.4 134 N/A N/A 155 1 134 OK AZ 10.0 548 6.00 21.00 155 5 110 OK A3 9.8 542 N/A N/A 155 4 135 OK A. 2.3 126 N/A N/A 155 1 126 OK A5 9.7 535 N/A N/A 1 155 4 1 134 1 OK ittil 1!!!/ v TAT OF0. j• trJ -- zIVA Il if Luis R. Lomas P.E. FL No.: 62514 10/ 10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514007A 434-688-0609 Date: 10/10/2017 dlornasOldornasoe. Corn Anchor Locations Double door 6.00 TYP. 6.00 18" MAX O.C. 95.25 2 of 4 6.00 36.38 -_ _.. 36.38 ....... 6.00 TYP. -f- 16.19 TYP. - — 3.00 TYP. C' E IV d'•gct'J 0,,V5 TAT 4F ;w 01 0lONAI.'V Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514007A 434-688-0609 Date: 10/10/2017 r1lornasCaNdomaspe.corn Double door with sidelites 37.50 36.38 36.38 3750 18.75 TYP. q 6-00 TYP. 6-00 TYP. 18.19 TYP. 3.00 TYP. 6.00 MAX O.C. I 3 of 4 I 6-00 i XIIIIIIIIII N \ 'S 0 5 TAT ZOFtow 1016 A4, ZORIOONAL G Luis R. Lomas P.E. FL No.: 62514 10/ 10/2017 L. Roberto Lomas P.E. 1432 Wgodford Rd. Lewisville, NC 27023 Manufacturer: Masonite Report #: 514007A 434-688-0609 Date: 10/10/2017 rIIomas(a)IrI0n1aspe. corn 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 112" 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=2,000PS1 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. 1 X 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 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. 4of4 S R i JZlb /i 1 I 0 • O SAT OF " 0R1'D: jS/ONAL I ii L1 Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville. NC 27023 Manufacturer: Masonite Report #: 514011A 434-688-0609 Date: 10/10/2017 dlomasl70 ldomaspe.com Test Report: N/A Product: Double Door with and vAithout sidelites 12'x8' (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. Anchor capacity in shear condition: Solid members w/ d w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NDS 2012, NDS 2015, TR12) Nominal diameter: D: 0.190 in Gap: 9: 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: Fb = 80,000 psi Side member: PVC Main member: Spruce -Pine -Fir (G=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: Fes„ = 3,350 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: Im = 1140 in Mode I. Mode I, Mode II Mode III, Mode III, Mode IV qm = 636.5 Ibs/in qs = 1900 Ibs/in A: 0.0005 A: 0.00066 A: 000092 A: 0.00105 P = 725.61 Ibs P = 1900 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000 Ko = 2.400 Ko = 2.400 C:-681.799 C:-253.623 C:-521.824 C: -93.6 Zm= 302 Ibs Z,= 792 Ibs P = 510 Ibs Ms = 46.8 in-lbs Mm = 46.8 in-Ibs Ko = 2.400 P = 324 Ibs P = 529 Ibs P = 299 Ibs Min. Design value: Z= 125 Ibs Z= 212 Ibs Ko = 2.400 Ko = 2.400 Ko = 2400 Duration Factor: Co = 1.6 Z= 135 Ibs Z= 221 Ibs Z= 125 Ibs Allowable Design Value tZCt,): Z'= 199 Ibs/anchor Fastener type: 1/4 ITW Tapcon Tabulated values N.O.A. 16-1222.06 edge spacing (in) Substrate: Hollow block distance 2.00 1 4.00 Minimum embedment: 1.25 in 2.00 130 161 Actual edge distance: 2.50 in 4.00 1 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z"= 155 Ibs/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, 0.0151 in' Actual edge distance: de: 1.085 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: t, 1.000 in Thickness: tz 0.052 in Ultimate tensile strength: F,., 14 ksi Ultimate tensile strength: F,.2 22 ksi Nominal strength per bearing (side member): Rn = 20t,F, Rnl = 5320 Ibs (Eq J.5-12) Nominal strength per bearing (main member): Rn = 21)t2F,,,= Rn2 = 435 lbs (Eq J.5-12) Nominal strength per tilting: Rn = 4.2(t,31))112F, 2 Rn = 478 Ibs (Eq J.5-13) Nominal screw shear strength: Rn = A,F,,,/1.25 Rn = 654 Ibs (Eq J.5-14) Safety factor: n = 3 Allowable shear and bearing capacity: P 145 Ibs/anchor Fastener type: #10 Self tapping screw (Calculations per AISI-5100-12, sections A2.3.2 and E4.3.1) Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: Fa, 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, O.CA' - l , IUltimatetensilestrength: F., 14 ksi Ultimate tensile strength: F, r`, l`` j11z Nominal strength per tilting: Rn = 4.2(tz3D)'/ZF,Z Rn = 1001 Ibs (Eq E4.3.1-1) ,``, R . i d J Nominal strength per bearing (side member): Rn = 2.7Dt,F,,, Rnl = 7182 Ibs (Eq E4.3.1-2 and -4)\NJ • s ' • riy Nominal strength per bearing (main member): Rn = 2.7Dt2F,2 Rn2 = 1280 Ibs (Eq E4.3.1-3 and -5) ` .• `C ( ' Nominal screw shear strength: Rn = A,F, /1.25 Rn = 654 Ibs • . _ Safety factor: n = 3 * • Q 5 Allowable shear and bearing capacity: P 218 Ibs/anchor • e Minimum anchor capacity: 145 Ibs/anchor .'.V . ^ o TAT OF tv Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. 5- Q s • CS,': c ORtD o 1 of 4 Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514011 A 434-688-0609 Date: 10/10/2017 rlIOmas(Widomaspe.com Anchor calculations. minimum required anchors 36.38 36.38 Design pressure: 55.0 psf EAlEA1A1 95.25 77.75 37.50 36.38 36.38 37.50 Al A4 A4 Al A2 r J- Y I\ A5 Y A3 1 A2 95.25 Al A4 A4 Al 147.75 Anchor Locations: Double door 6.00 T'p. 6.00 18„ MAX O.C. 95.25 2 of 4 5.00 Zone Area ftZ Load Ibs Ind. in Max. O.C. in) Anchor ResultCap. Ibs) Qty Load Ibs) A, 2.3 126 N/A N/A 145 1 126 OK A, 9.7 535 6.00 21.00 145 5 107 OK A3 9.7 535 N/A N/A 145 4 134 OK Design pressure: 55.0 psf Zone Area zft) Load Ibs) Ind. in) Max. O.C. In) Anchor ResultCap, lbs) QtY Load Ibs) A, 2.4 134 N/A N/A 145 1 134 OK AZ 10.0 548 6.00 21.00 145 5 110 OK A3 9.8 542 N/A N/A 145 4 135 OK A4 2.3 126 N/A N/A 145 1 126 OK A5 9.7 535 N/A N/A 1 145 4 134 OK 36.38 ..-____.._... __..... 36.38 6.00 TYP. - -- 18.19 TYP. 3.00 TYP. 1111i11111 4-,5 TAT O.F j0 . ,` 1ORt P IONA1. "E Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514011 A 434-688-0609 Date: 10/10/2017 rllomasna lrlomaspe.com Double door with sidelites 37.50 36.38 ._..._ .... . .. 36.38 __ .... 37.50 18.75 TYP. - 6.00 TYP. -J-. 6.00 TYP. ' -... 18.19 TYP. — 3.00 TYP. 6.00 18" MAX O.C. 95.25 6.00 l.__ 3 of 4 IIIIII/If/ xs\5 R' iNv .y C E. IV S •9i s` fir• 0 5 • r ®" rar OF;, 00 d5e'Fs, li3Rt?p: 6/0 c 0/11111100 Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P. E. 1432 Wqodford Rd. Lewisville, NC 27023 Manufacturer: Masonite Report #: 514011A 434-686-0609 Date: 10/10/2017 rllomas(tDidomasPe.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=2,000PS1 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. 1 X 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 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. 4of4 NJ S c r TAT OF s/ONAi.,` Luis R. Lomas P.E. FL No.: 62514 10/10/2017 mmoll MASONITE FIBERGLASS DOOR UNIT 8'-0" DOUBLE DOOR WITH / WITHOUT SIDELITES MN Ra QTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TOTHEFLORIDABUILDINGCODEANDWHEREPRESSURE 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 HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3 HUIN EWIND-BORNE RRICANE ROTECTIVESYSTEM(SHUTTERS)I ISREQ RED. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 ANDSMOKEDEVELOPEDINDEXOF60PERASTME84. 5. PLASTICS TESTING: T DESCRIPTION DESIGNATION FACING LITE FRAME TESSELF IGNITION TEMP ASTM 01929 752 'F > 650 E 842 'F > 650 'F RATE OF BURNING ASTM Dfi35 0.56 IN MIN 1,28 IN/MIN SMOKE DENSITY ASTM D2843 iENSILE STRENGTH• ASTM D638- 53. 4X 3. 2X DIFF _ 702X_.,_.,,,, 1, 8X DIFF 6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 779 'F > 650 :F RATE Of BURNING ASTM 0835 .0-1 jml.N SMOKE DENSITY _ _ASTM D2843 _ 39.0X TENSILE STRENGTH*__ ASTM 0638 3.6% DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 OF CONTENTS 149" WX. 0VER4L FR4ME WIDTH 21" MAX 36.375" MAX. 37.5" MAX. D. L.O. - PANEL WIDTH --{ r- WIASTRAGAL I FRAME WIDTH i I I i I Or X i I DOUR a DOOR UNIT W/SIDELITES JHaE_ pDOR,,IuyL[„_WfSIDELI7ES DQQJ&E_D_Q43UNIT WlS1DEL17E5 X WI , lO....._. MAX WIDfF- DESIGN ,_ PRESSURE RATING INSWINGOUTWINO` WHERE WATER INFILTRATION P Rf0 MANGE t5 REQUIRED T0BE- 15% OF DESIGNPRESSURE C IN WI`N(, - BUMPER0/$ Z-SERIES 14 0 S - HIGH„D 0 X 37. 5 00.0 -40.0 +4 .0 -40.0 N -A 25.0 -25.0 40 0 -40.0 40.0 -40.0 40.0 -40.0 XX 74 4 .0 -40.0 +40.0 -40. A 5.0 -2 .0 40.0 -40. 40.0. 4 .0 _ 40.0 40.0 4 .0 - 40. 4a.0 OX orXO40.0 -40.0 +40.0 - .0 N A 25.0 -25.0 40.0 40.0 - 40.0 X t 12.5 4090 +40. -40.0 N A __, 25.0 - 5. 40.0 -40. 40.0 -4 ,0 4 .0 -4 .D OXXO 149 40.0 40.0 - 40.0 +40.0 -40.0 N A 25.0 -2 .0 400 -40.0 40.0 -40.0 40.0 -40.0 Lc) a Oo r- oa J O O JW OQ CL U LU zS ui V 0) F- U) 7 i/ e 2j 4 smE- N. T. S. CHIC Bf: KURT BALTHAZOR oPwtinHo :------ FLORIDA P.E. 156533 DWG- MA-FLO190- SHFET 1 or 4 6" SEE DETAIL 6• ry1 Imo- 3• 'E' - 3, 3• 3 C. i" A:L `L_ s• c c 31 EE C. I I I I I If 6" 6• 6" 6" 3" io w a JJfA Q w K J B B A A*3,' II 86— 1r I 33" 3" 3' 3" 3• 6" SEE DETAIL 6• F„ 8 x 2" # 10 x 5/8 10 x 5/8" 8 x 2" #10 x 1" 10x2-1/2" # 10x 1" 10 x 5/8" DETAIL "C DETAIL_ Q" ld9lndmb MM CeAlluA vA1 *' o.ssz• A I e>>x 1.375" oEr.RSwSi T T INSWING THRESHOLD LIMPER OjS THRESHOLD 1 1 1 1.482"P!!tm 1.75' 1.047" 1.437' T T T Z-SERIES OjS THRESHOLD HIGH DAM O/S THRESHOLD -4 OVjS THRESHOLD 1 M SEE DEL D a om 3T - 8 x 2cjI DETAIL "E" ASTRAGA ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. SEE DETAIL ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAj. a e x 1-1/2- nn gum fumh atMALVAM amiarA na o= TYP 31 A71N NON -IMPACT 1/r sre one DETAr GLASS H MW ro.. Nx rno BUM rat art HOf mw / lom >%M an a,s, ej ALTERNATE GLAZING MAIL NON -IMPACT GLASS SCALE: N.T.S. M. aY. SINS CHx. BY., 9R"ma No.; Dwc—AN-FL0190- sm T _2_ of _ 4 SEE DETA C" SHT. SEE DETAIL T" SHT. 2 3" In ow a n aN J SEE DETi D SHT. a !. 3" MI1, NZQ1-t7c1'7f C.Ll C.„! Lki 4126117 N.T.S. 11: SwS NG ND.: MA-FL0190-17 3_.. or44 1,25» MIN L" , .t 0.25" SHIM CL —I TYPICAL MASONRY ANCHOR INSTALLATION iMN 0.25" SHM CL 1X BUCK MASONRY ANCHOR INSTALLATION AZf.ACEM N _DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOADS, 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, 1/4" TAPCONS, AND #10 TEK SCREWS. 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", TEK SCREW EDGE DISTANCE MIN 1/2". 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROMANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5., MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. j 1MIN 0.25" SHIM CL TYPICAL WOOD BUCK ANCHOR INSTALLATION 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 1'X1/2" CORRUGATED #1 OX2" WOOD SCREW 3" PROM EACH END 6" FROM EIaCH END AND 7" OC AND 12 OC ALAYTEXC --6CAULK ACC { CAUERYLILK CL CMULLOMBINWOODOANI (BOX D) MULWOODBLIONTI ( BOX D) 3WOOD SCREWS" EACH END INTEGRAL WOOD MULLION (CHS) 4 OnD SCREWS^ EACH END fiA. INTEGRAL WW MULLION (CHS) N. T. S. ev: SWS ar: NC NO.: MA-FLO190- 4 of 4