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Home My WebLink About114 Circle Hill Rd - BR18-004715 - PATIO DOOR12/04/2018 05:33PM 4076340400 LISACOOK DECKERDOORS PAGE 20 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: - Documented Construction Value: $ 1857.69 Job Address: 114 Circle Hill Rd. Sanford, FL 32773 Historic District: Yes No Parcel fD: 04-20-30-514-0000-0080 Residential X® Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Replace rear patio door unit size for size Plats Review Contact Person: Phone: Fax: Email: Title: Property Owner Information Name Jades and Melanie Held Phone: 407-280-4554 Street: 1307 Live Oak St. Resident of property? : City, State ,Zip: New Smyrna, p1, 321 68 Name Daniel T. Decker Street: 724 Brooks Court City, State Zip: Winter Springs, FL 32708 Name: Street: City, St, Zip: Bonding Company: Address: Contractor Information Phone: 407-696-0830 Fax: 4Q7-696-7356 State License No.: CBC1250499 ArchitectfEngineer Information Phone: Fax: E-mail: T Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAX RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON TIME JOB SITE BEFORE THE !FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to dd the work and installations as indicated. 1 certify that no work or installation has 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, tanks, and air conditioners, etc. FRC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Sei Edition (2014) Florida Building Code Rcuised: June 30, 2015 Permit Application ( 12/04/2018 05:33PM 4076340400 LISACOOK DECKERDOORS PAGE 21 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 ofthis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit 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 plan, review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan 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 Table in effect at the time the permit is issued, it) 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. QWNER'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 ofOwner/Agent Print Owner/Agent's Name Signature ofNowy-State of Florida Daze Owner/.A.geat is Personally Known to Me or Produced ID Type of ID Daniel T. Decker P i or/Agent's Name W4, Si ofN State of Florida Date ELIZABETH GOOK h1v COMMISSION # GG 189555 EXPIRES: Jamaary 10, 2021 C(N..d Thru Natary Public Underwriters COntraCtor/.Fig IN Produced ID Type of ID BELOW X_ R OFFICE USE ONLY Permits Required. Building Electrical Mechanical Plumbing Gas Roof[] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No [] # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: M& el COMMENTS: Revised: June 30, 2015 Permit Application I hereby name and appoint: LIMITED POWER OF ATTORNEY 0 Print Name of Appointee) Decker Doors, Inc. Company Name ofAppointee) to be my lawful attorney -in -fact to act for me in applying to Government commercial / Residential Permitting for a permit enabling workYo be performed at the location below — described and to sign my name and do all things necessary to this appointme nt: Section 20 Township Range Subdivision Block 90 Lot Project Address) Fill (Owner of Property) certified contractor signature) Certified Contractor: Daniel T. Decker printed name) State ofFlorida County of Orange Sworn toand subscribed before noethis dayof by Daniel T. Decker _(name of person acknowledged) who is personally known to me. Notary Public) Commission expires: FORM power of attorney/042501/dv 7 7 EAondedl 12/04/2018 05:33PM 4076340400 LISACOOK DECKERDOORS PAGE 22 RECEIVED 12/04/2016 11:47AM 4076340400 LISACOOC DECKERDOORS 2018-12-04 10:43 Home Depot 0264 COS 4073/331117 >> 4076340400 P 1/1 Home Improvement Agreement: Page 2 I, Descdptiori of Work -to be Performed.... A detailed description of the work to be performed is included In the paragraph entitled Scope of Work or Specification which is included In this Agreement, Anticipated Delivery Date Tin>cWTiro $0tW We - _..._ .. . Approximate Start Date: ITUD Approximate Finish Date: Tep All dates are approximate and subject to change based on unforeseen events including inclement weather, permitting delays, anddelaysinoonfrrm! g insurance coverage of Your claim for any repair, if applicable. Electronic' Records Ati'thorimboi n You are entitled to a paper copy of this Agreement if you choose. If you consent to an e-mailed copy, your consent applies to this Agreement and all subsequent documents and written communications related to this Agreement. By contacting your Service Provider, you may update your email address, withdraw your consent, or obtain a paper copy of the Agreement or related documents at no charge. By providing your consent and verifying your email address above, you confirm that you have access to a computer that can receive and open emalls and pat= documents. I do do not Consent to receive only electronic records related to this transaction. Contract fte and Payrrierlt Schid4he Payment of the Contract Price is due upon signing unless a different payment schedule Is required by low, specified below or in a payment addendum. Contract Price: $ Includes all applicable taxes, Excludes finance charges." Sales Tax: $ o.00 (If applicable, total amount of taxes Included in Contract Price) Maximum deposit ONLY applicable in MD, MA, ME (33%), NJ, Wl (99%) Deposit % Deposit Amount $ Remaining Balance $ IFinanceRharges _.....----- ..,......._...__.._. .._...... ............ ........ ... Aity'interest payment% or other finance charges will be' datermined by Customers separate cardholder or loan agreement, to which Home Depot is NOT a party, and will be In addition to Customer's payment under this Agreement. Customer is subject to the terms and conditions of the cardholder or loan iagreament, as applicable. No funds should be made payable to Service Provider, however, Service Provider may collect Customer's payments made payable to Home Depot. Insurance proceeds will will not be used to pay some or all of the total amount of sale. A60*e'ptamce iw Authorization' ............__. _......._... By signing below, you authorize Home Depot to: (a) arrange for Service Provider to perform any Services or (b) order and arrange for the delivery of special order merchandise, Including special order merchandise that may be custom made, as specified In this Agreement. Do not sign if blank or Incomplete. (Service Provider's or permitting information may need to be provided to You later.) By signing, you acknowledge that: (1) You have read, understand, and accept this Agreement in its entirety, including the General Conditions and State Supplement, if any: (ii) You are receiving a complete copyofthisAgreement; (iii) all rights and interests under this Agreement are solely vested in the personlistedas "Customer" above; and (iv) Electronic signatures will be deemed originals for all purposes. X t2ro trzv a Customer's Signature Date X The Fttxns Depot Digital $ignattre t210112016 The Home Depot Digital Signature Date Call The Home Depot at 1.800-466.3337 for help 12/04/2018 05:33PM 4076340400 LISACOOK DECKERDOORS PAGE 23 RAA -$T67fPropertyRecordCardt -7 Parcel: 04-20-30-514-0000-0080 Property Address! 114 CIRCLE HILI, RD SANFORD, FL32773 Pamal Information Parcel 04-20-30-514,0000-0080 Owneqs) HELD, MELANIE J HELD, JAMES D Property Address 114 CIRCLE HILL RD SANFORD, FL 32773 Mailing 1307 LIVE OAK ST NEW SMYRNA, FL 32168.7738 Subdivision Name MAYFAIR CLUB PH 2 Tax District 11-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 50 99.54 00 CID it 50 50.11 Legal Description LOT 8 MAYFAIR CLUB PH 2 PB 54 PGS 84 & 85 Taxes Value Summary 2019 Working 2018 Certified Values Values Valuation Method Cost/Market Cost(Market Number at Buildings Depreciated Bldg value 163,560 ri155.461 Depreciated EXFT Value Land Value (Market) 35,000 Land Value Ag just/Market Vali,io 198,560 190.467 Portability Adj Save Our Homaa AdJ Amendment 0 0 1 Adj so 0 P&G Adj Assessed Value Tax Amount without SOH: $3,574.94 2018 Tax Bill Amoi,i[a $3,574.94 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment value Exempt Values Taxable Value County General Fund 198,560 0 4 8, $195 60 ; Schools 0 198,560 198,560CitySanford 0 1... , I SJWM(Saint Johns Water Management). 198,560 0 County Bonds 198 0 sales Description WARRANTY DEED SPECIAL WARRANTY DEED Find Cemi tgabk Bolas Land Method Frontage LOT T Qualified VaulmpDatePageAmount 1211t2002 DAM 1196 $160.000 Yes improved M IZQ $109,300 Yes Improved Depth Units Units Price Land Value 35,000,00 135.000 Building Information ....... jcorrect? Cli H Year Built07;ZrIption Fixtures Bed Bath NaSo Area I Total SF Living SF Ext Wall Adj Value Repl Value AppendagesActual/Elfective I SINGLE 1999 7 1,87411 2,290 1,874 i CB/STUCCO) $163,560 175.871 PERMIT# Z a cx- G OFFICE FL # FL22363-R2 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer 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 12/01/2017 Date Validated 12/04/2017 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPOv7Ro8yOHRg6J4gMSl%2b6PsUbsDh5sB24Q%3d%3d 1/5 1/14/2018 Florida Building Code Online Date Pending FBC Approval Date Approved 12/06/2017 Summary of Pro ucts FL # Model, Number or Name ; Description 22363.1 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/-65 Other: Evaluated for use in locations adhering to the Florida Building Code, in luding the High Velocity Hurricane Zone, and where pressure r quirements do exceed the design pressures listed. 3'-0" x 6' " max nominal size. Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region. See DWG MA-WL0187 for details. 6'-8" Opaque I/S Single Door Certification Agency Certificate FL22363 R2 CAC N10137i7 17-R1 Odf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 R2 II FLO187.Qdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R2 AE 514010A.Ddf F 2L2363R2AE14014A.Ddf Created by Independent Third Party: Yes 22363.2 Fiberglass Side -Hinged Door Unit j 6-8" Opaque O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resists t: Yes Design Pressuro: +60/-60 Other: Evaluate for use in locations adhering to the Florida Building Code, in uding the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 3'-0" x 6'4' max nominal size. Hurricane protective system required im HVHZ, but not in the Wind Borne Debris Region. See DWGt'MA-WL0187 for details. 22363.3 ; Fiberglass Side -Hinged Door Unit Limits of Use Approved for u e in HVHZ: Yes Approved for u e 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. Certification Agency Certificate FL22363 R2 C CAC N101371717-R1 pdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 R2 II FL0187 Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL223 3 R2 AE 514010A Ddf FL22363 R2 AE 514014A.Ddf 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 1`1_223 3 R2 C CAC NI013717 17-R1 Ddf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL223632II F1_0I87 Rdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R2 AE 514008A.pdf FL22363 R2 AE 514012A.Ddf 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 FLZZZ 6 R2 C CAC NIQ 31717OIR1odf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 R2 II FLQ189.gdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FLZ2363 R2 AE 514QQQA,,p FL22 R2 AE 401A pdf Created by Independent Third Party: Yes 22363.5 Fiberglass 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 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. Certification Agency Certificate FL22363 R2 C CAC NI013717Q4-R .W Quality Assurance Contract Expiration Date 05/ 31/2021 Installation Instructions FL22363 R2 II FLQ193.12df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R2 A 4_ 00A Ddf https:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPOv7Ro8yOHRg6J4gMSl%2b6PsUbsDh5sB24Q%3d%3d 2/5 1/14/2018 Florida Building Code Online FL22363 R2 Ar 5jA 2A pdji Created by Independent Third Party: Yes 22363.6 j 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 O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22363 R2 C CAC N 13717 05-RI todf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 R2 II FL0195 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 22363.7 Fiberglass Side -Hinged Door Unit 8'-0" Opaque I/5 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'-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 R2 C CAC N1013717 18-R1 pdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 R2 II l L4ll t df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R2 AE 514009A odf FL2-2363 R2 AE 514013A.odf Created by Independent Third Party: Yes 22363.8 Fiberglass Side -Hinged Door Unit j 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 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 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 i 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. Certification Agency Certificate FL2236a R2 C CAC N1013717 18-Rl,gdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 R2 I _ELQjB3adf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R2 AE 514009A.odf 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 FLZ23363 R2 C CAC NI0I3717 18-R1 odf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL ?7 263 R2 II FL0188 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R2 AE 514007A.i coif FU2363 R2 AE 514011A.Ddf 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 R2 C CAC N1013717 08-R1 pdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions F R2 lI FL0190 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R2 AE 514007A.Ddf FL22363 R2 AE 514011A.odf Created by Independent Third Party: Yes 22363.11 Fiberglass Side -Hinged Door Unit 8'-0" Impact Glazed I/S Single or Double Door w/ or w/o Sidelites https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPOv7Ro8yOHRg6J4gMSl%2b6PsUbsDh5sB24Q%3d%3d 3/5 1/14/2018 Florida Building Code Online Limits of Use Approved for use in HVHZ: No 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 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 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 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. Certification Agency Certificate 22363 }Z C CAC NI01 i717.09 Rl.odf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 R2 II FL0196.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R AE 514007A.rdf FL22363 R2 AE 514011A.gdf Created by Independent Third Party: Yes 8'-0" Impact Glazed O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22563 R2 C CAC NI013717.09-Rl.odf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 B2 II FL0196,12Qf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R2 AE 514007A.pdf FL22363 R2 AE 514011A.Ddf 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 FL22¢ R CAC NI013717,07-R1,p f Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 R2 II FL0192.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R2 AE 514007A.Ddf 2363 R AE 514011A.Ddf 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 F AC NI013717.Q2-Rj.pdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363 R2 11 FL0191.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports j RZ 8E 514008A.i?df FL2 363 $Z 8L 51401 A.D0f Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee Ft 32 9999 Phone: 850.487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 state of Florida.:: Privacy Statement :: Acc s i ili 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 Acce'Atplts: MM t'l llt"11.„Si 21tit.1 https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPOv7Ro8yOHRg6J4gMSl%2b6PsUbsDh5sB24Q%3d%3d 4/5 NOTICE OF PRODUCT CERTIFICATION l Company: Masonite International Corporation Certification No.: N1013717.04-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 3/4 Lite of Less Doors w/ and w/o Full-Lite or Less Sidelites (w/Wood Frame or Worldwide Composite Frame' unless noted) 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 N.AMI's Certified Product Listingatwww.Namicertification.com. NAMI's Certification Program is accredited by The American National fitandardc lnctifido tpNcn Inswing Glazed Configuration or or Outswing Opaque X Maximum Size Structural Resign Pressure Water Test Pressure Missile Impact Rated I Test Report Number Drawing Number & Comments US Glazed 3'0., x 6'8" 50/-50 0.0psi No iATi \'C' 1012.01-1GR Single 3.4-1_ite Max Maximum Panel Size 3'0" x 6'8" Anchor Details DWG-M 1-F'i.019>-17 X OIS Glazed 3 0" x 6'8" 501-50 3.75 psi' No ATLNC 1012.07 16R/w 1813iW-1843 Single 3s4-Lite Max 6,0 psf i Maxinniin Panel Size. 3'0' x 6's" 8, 25 psi" i .Anchor Detail--DW6-MA-F1-0393-17 j Glazed Double 3,4-Lite Max 6' 0" x 6'8" 50/-50 0 psf No i ATi ,,xc 1012.01 i6t Maximum Panel Size 3 0" x 6 8'" Anchor Details -DWG, ,MA-FL0193-l? XX O/S I— Glazed 6'0" x 6'8" r50.%%-50— 3.75 psf' No ATLNC 1012.01-16R; 1813tW-lW, Double I 3;4-Lite Max 6.0 psf ` Maximum Panel Size 30" x 6'8" 8,25 psf' Anchor Dclails-DW'G-MA-1-1.0193-17 kOiOX F' S Glazed Single W. Sidelite 3/4-Lice Max 6 0" x 6'8" i 501-5U 0 psi' Door -No Sidelite-No ATLNC 10I2. 01 16K Maximum Panel Size: 3'0" x 6'8'- Full-Irte Max S%1, O/S Anchor Detail;- DWG-MA-FL0193-17 XO/OX Glazed 6'0" x 6'8" 50/-50 3.75 psi' Door -No ATLNC 101101-16RJW-Ix13: W-1843 Single w,/ Sidelite 3r4-Lite Max fi.0 psf" Sidelite-No Maximum Panel Siz: 3'0"' x 6'8" Full-Lite Max S/L 8.25 psf' Anchor Detail -DWG-M A-FLU193-17 US Glazed 90" x 6 0 ATi vC 1012.01 I6R0XO - -- — Sinole W/ Sidelite. I 3=4-Lite Max Sidelites-No Maximum Pane? Size. 3*0".x t+'8" I—__ l all-Lite Max S/l: Oxo OIS Glazed 9'0," x OX, 50/-50 3,75 psP Door -No Anchor Detail- Dt'G-MA 1`1,0193-1 ;' ATLNC 1012 03 I6R w 1113Wi843 Single w/Sidchlea 3 4-Lite Max 0.0 psf Sidelites-No Maximum Panel Size O x 6'8" Full -Lice Max SiL 8.25 psi ` 9,0 psi Anchor Details-DWG- MA-bL0793-17 OXXO liS Glazed 1 2'4" x 6'8" j 501-30 0 psi' i)oor-No A`l LINC 1012 of 16R Double w/Sidelites j '4-Lite Max if Sidelites-No Maximum Pan Sizc 0" x 6'8' 1 full-Lite Max &I OXXO oIS Glazed Glazed l'4"x 6.8.. 50/_50 3 ypsi' Door -No Anchor Deiail DWG- MA-hl 0193-1 7 ATLNC llli 21 1fiiU1 1873;W'-lsa3 Double w/Sidelites 3 4-Lire Max 6.0 psf Sidelitse-No Maximum Panel Siz: ; 0°' x 6 R„ Full-Lite Max S/L 8.25 psi Anchoi Dctasls DWG-A4A-FL0i93-1? 8.25psf' 1 - Denotes Bumper Outswing I hreshold 2 -Denotes L-Series Outswing Threshold 3-Ni-Gam Outswing Threshold 4-W-1815 5-worldwide Pro T4 Threshold National Accreditation & Management Institute, Ine./4794 George Washington Memorial Highway/11ay'es, VA 23072 Tel: (804) 684- 5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: L. Roberto Lomas P. E. 1432 Woodlord Rd. Lewisville, NC 27023 Manufacturer: Masonite Report #: 514012A 434-688.0609 Date: 10/10/2017 rllomasCaNdomaspe-com 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. Anchor capacity in shear condition: Solid members w/ 6 w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw Nominal diameter: O: 0,190 in Root diameter: Or: 0,152 in Minimum required penetration: p: L140 in Side member: PVC Side member thickness: t,= 1000 in Side member dowel bearing strength: Fu = 10,000 psi Side member dowel bearing length: I, = 1,000 in Mode 1. Mode I, Mode II qm = 636.5 Ibs/in qs = 1900 Ibs/in A: 0,0005 P = 725.61 Ibs P = 1900 Ibs R: 1.07 Ko = 2,400 Ko = 2,400 C:-681.799 Z.= 302 Ibs Z,= 792 Ibs P = 510 Ibs Ko = 2.400 NDS 2012, NOS 2015, TR12) Gap: g: 0.0000 in Moment orm: 0.0000 in Screw bending yield strength: F,a = 80,000 psi Main member: Spruce -Pine -Fir (G=0.42) Main member thickness: t. = 1,500 in Main member dowel bearing strength: F,,,, = 3,350 psi Main member dowel bearing length. I. = 1.140 in Mode III. Mode III, Mode IV A: 000066 A: 000092 A: 0,00105 8: 0,57 8: 0.5 8: 0.000 C:-253,623 C 521,824 C -93.6 Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs P = 324 Ibs P = 529 Ibs P = 299 Ibs Min. Design value: Z= 125 Ibs Z= 212 Ibs Ko = 2A00 Ko = 2.400 Ko = 2,400 Duration Factor: Co = 1.6 Z= 135 Ibs Z= 221 Ibs Z= 125 Ibs Allowable Design Value (ZCt,): Z.= 199 Ibs/anchor Fastener type: 1/4 ITW Topcon Tabulated values N.Q.A.16-1222.06 Substrate: Hollow block Minimum embedment: Actual edge distance: Actual C To C spacing: Allowable Design Value: 1.25 in 2,50 in edge distance clog (in) 2.00 4.00 2.00 130 l61 4.00 163 202 3,00 in Z. 155 Ibs/anchor (per interpolation when needed) Fastener type: #10 Self topping screw (Calculations per 2615 Aluminum Design Manual, section J.5.5) Nominal screw diameter: D: 0.190 in Screw root area: A, 0.0151 inn 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: t, 0,052 in Ultimate tensile strength: F,,,, 14 ksi Ultimate tensile strength: F,,,z 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 = 2Dt?Fw2 Rn2 = 435 Ibs (Eq J.5-12) Nominal strength per tilting: Rn = 4.2(t,"D)"F.u, 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: o = 3 Allowable shear and bearing capacity: P. 145 Ibs/onchor Fastener type: 910 Self tapping screw Calculations per AISI-5100-12, sections A2.3.2 and E4.3.1) Nominal screw diameter: 0: 0,190 in Screw shear ultimate strength: F,. 54,0 ksi Screw root area: Ar 0.0151 inn 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.(— Ultimate tensile strength: F„ j 14 ksi Ultimate tensile strength: F.E Nominal strength per tilting: Rn = 4.2(t,'D)`2F„2 An: 1001 Ibs (Eq E4.3.1-1) R , L Nominal strength per bearing (side member): Rn = 2.7Dt,F„ i Rol: 7182 Ibs (Eq E4.3.1-2 and -4) e • • • 'sy Nominal strength per bearing (main member): Rn = 2.70tEF„z Rn2 = 1280 Ibs (Eq E4.3.1-3 and -5) C E N S+ (Pf.<e Nominal screw shear strength: Rn = A,F,,,/1.25 Rn: 654 Ibs Safety factor: 0= 3 4 • *' " Allowable shear and bearing capacity: P„ 218 Ibs/anchor e s • . m anMinimanchor capacity: 145 Ibs/onchoir A n F • j Note: Anchors with the least capacity Is used for calculations to qualify anchors with higher capacity- 0 f1 4 10R rQNALmilt i 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 #: 514012A 434-688-0609 Date: 10/10/2017 rI lOn1 a sCu)lriom aspe. com Anchor calculations. minimum reouired anchors 36.38 36.38 Design pressure: 60.0 psf F-A-1-77-A-1-71 T AY 13 Y 79.25 AlAt At 72.75 37.50 36.38 36.38 37.50 Al A4 A4 Al Y Y_ yY Y Y Y Y Al A4 A4 Al 79.25 147.75 Anchor Locations: Zone Area 2ft) Load Ibs) Ind. i^) Max. O.C. in) Anchor ResultCap. Ibs) QtY Load Ibs) Ai 2.3 138 N/A N/A 145 1 138 OK A2 7.7 463 6.00 21.00 145 5 93 OK Aj 7.7 463 N/A N/A 145 4 116 OK Design oressure: 60 0 osf Zane Area 2ft) Load Ibs) Ind. in) O.C. Anchor ResultCap. lbs) Q Load Ibs) A, 2.4 146 N/A N/A 145 2 73 OK A2 7.9 473 6.00 21.00 145 5 95 OK A3 7.8 468 N/A N/A 145 4 117 OK A4 2.3 138 N/A N/A 145 1 1 138 OK AS 7.7 463 1 N/A N/A 145 1 4 116 OK Double door 36,38 6.00 TYP. -- 6 I i L... F —— 6.00 I MAX O.C. a_f____.. 79.25 t__- 6.00 2of4 00 TYP. --- 18.19 TYR ---+-+ 3.00 TYP. i --- i N " ,..,./lfq r1'•'` r C'EfVs''•'' 7 a TAT OF 4t.7w fv// 9ONAit.` Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P. E. 1432 woodtord Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514012A 434-688-0609 Date: 10/10/2017 rIIomasCa Irlomaspe.corn Double door with sidelites i.....-._..._ _.._ ..... 37.50 ...._ _ __ __. _._. 36.36 _.. __ ...,..... _._ 36.38 . _...._...._ ....._.___. ___... ... _ 37.50 4---- 18.75 TYP. ---•-I 6.00 TYP. + 6.00 TYP. .......+.+.- 18.19 TYP. 3.00 TYP. {...... i 6.00 i, is, MAX O.C. 79.25 6.00 3of4 TAT OF .•<v o. r .'cZORVDt ONAI. Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberta Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 434.688-0609 dlomasCaNdomasoe.com Manufacturer: Masonite Report #: 514012A Date: 10110/2017 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 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 TAT OF 0 RtOP' nol ALW 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 #: 514008A 434-688-0609 Date: 10/10/2017 rllomas(alldomasRe. com Test Report: N/A Product: Double Door with and without sidelites 12'x6'8" (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 NOS 2012, NUS 2015, TR12) Nominal diameter: 0: 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: F,b = 80,000 psi Side member: Douglas Fir -Larch (G=0.50) Main member: Spruce -Pine -Fir (65=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: 0.00096 A: 000107 A: 0.00135 P = 725.61 Ibs P = 884 Ibs 8: 1,07 R: 057 8: 0.5 8: 0,000 Ko = 2.400 Ko = 2.400 C:-427.674 C:-253.623 C: 267.699 C: 93.6 Z = 302 Ibs Z,= 368 Ibs P = 331 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs Ka = 2.400 P = 297 Ibs P = 319 Ibs P = 263 Ibs Min. Design value: Z= 110 Ibs Z= 138 Ibs Ko = 2.400 Ko = 2.400 Ko = 2.400 Duration Factor: Co = 1.6 Z= 124 Ibs Z= 133 Ibs 2= 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 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 Cspacing: Allowable Design Value: 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 quality anchors with higher capacity. Anchor calculations, minimum required anchors 36.38 36.38 Design pressure: 60.0 psf Al Al r AzY - YAz 79.25 I l 72.75 37.50 36.38 36.38 37,50 At Y A3 Y A4 Y AS A4 Y A3 Al Y A3 Y A5 Al 147.75 1 of 4 79.25 Zane Area 2ft) load Ibs) Ind. i^) Max. O.C. in) Anchor ResultCap. Ibs)Qty load Ibs) Ai 2.3 138 N/A N/A 155 1 138 OK A2 7.7 463 6.00 21.00 155 5 93 OK A3 7.7 463 N/A N/A 155 3 154 OK Design pressure: 60.0 psf Zone Area 2ft) Load Ibs) Ind, i^) Max. O.C. in) Anchor ResultCap. Ibs) Load Ibs) Al 2.4 146 N/A N/A 155 1 146 OK A2 7.9 473 6.00 21.00 155 5 95 OK A3 7.8 468 N/A N/A 155 4 117 OK A4 1 2.3 1 138 N/A N/A 155 1 138 OK A5 7.7 463 N/A N/A 155 3 154 OK TAT Q F 0R101: • 1'•, 70NAL771ltt(iti 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 #: 514008A 434-688-0609 Date: 10/10/2017 dlornasCcillrlornaspe.corn Anchor Locations: Double door 79.25 2 of 4 6.00 TYP. r-- 6.00 6.00 36,38 36.38 6.00 TYP. 18.19 TYP. — 3,00 TYP, P. - LN• No TAT OF 0 is 0e 4. ip 0N Al. tlltt 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 #: 514008A 434.688.0609 Date: 10/10/2017 rIIomas(d-)Idomasoe.com Double door with sidelites 37.50 ... _.. ..__.._......- _. __.. 36.38 36.38.. _.. .. -'*" __.. _. _..__. 37.50 18.75 TYP. i 6.00 TYP -- --, 6.00 TYP. ..___..,.._._ 18.19 TYP.... i 3,00 TYP ---+ i 79.25 6.00 3of4 1 , • • • / 1 wTATOF F• lORtaP •-\ QNAL '` Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 434-688-0609 r1lomas0lrlomaspe.com Manufacturer: Masonite Report #: 514008A Date: 1011012017 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 410 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=30KS1 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 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 Luis R. Lomas P.E. FL No.: 62514 10/10/2017 MASONITE. 314-LrTE FIBERGLASS "R UNIT 6-8"DOUBLE DOOR WITH / WITHOUT SIDELITES Q N )TFC 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ). HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS. REQUIRED, 3, WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF So AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. PLASTICS TESTING; TEST DESCRIPTION DESIGNATION FACING UTE FRAME SELF IGNITION TEMP ASTM D1929 1 752 -f > 65) 'F B42 'F > 850'F RATE OF BURNING RSTM D635 1 0.56 IN4 1.28 MININMIN LSMOKE DENSITY I ASTM D2843 53.4% LtN:S::ILr STRE.GT.--T. M38 12%Dllf PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED} TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D 1929__ 779 :F > 650 -F RATE OF BURNING ASTM D635 1 0.0 IN. SMOKE DENSITY ASTM D2114.3 1 39.01 LENS!LE STRENGTH* ASTM COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD I 149 - WK. OVERALL FRAME WIDTH 21 - MAX .36 375" MAX. 21" MAX UL.D. PANEL WIDTH D.L.D. 37.5' MAX. WIASTRAGAL i FRAME WIDTH o El 11Elfl SCALE N.T.S. w, _sr: SW! KURT BALTHAZ R FLORIDA P.E. 56533 DWG-MA-FLOt9d swo I OF 31 SEE DETA C* 3. 8 x 2" 8 x 2' T N5WING THRE LH= Ka 10 x 5/8- 10 x 5/8" 10 x 10 x 2-112 10 x 1" 10 x 518*` Q L " 0.962"j C73L---.. T BUMPER Ol/S--jtjRE5±DLD O SEE DETAIL_ cx 6' D-UAIL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN, I I I 1.482" 1. 75" j1 0.7 1.437"fj T T T Z-SERJES Q45-LHf?E5hoL) I blQd-DAM--Q/S THR SHO T4 QZS IdU—SHOLD EE DETAIL C" 6- ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1,375" THROW DETAIL "E" ASTRA DASMM V.WtDM emcee2 An= TYPICAL 21.62ING NQN-IMPACT CLASS Do N. T. S. sws 11C 140, MA-r,0;93- F 01-3 SEE DETAIL C' SHT. 2 8UACbMj-NT QIL ET& 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, 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 112-. 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE 3" R A - --,- H --DU l -F 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2- CENTERLINE. 1. 25 2. 4" X 4" FULL MORTISE BUTT HINGES. MIN0.25 — r-------- 1-Xl/2- CORRUGATED #IOX2- WOOD SCREW HIM1, 25' 3' FROM EACH END 6" FROM EACH END MIN AND 7" DC AND 12" OC 0, 25' MAXSMJi TYPICALMASONRY CL All HIM AC%C —1 1- 1 CAULK 1 ACRYLIC ANCHOR INSTALLATION LATEX LL—t— CAULKCL 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF& PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1- 112" 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. T 7t 1XSUCK MASONRY COMBINATION WOOD COMBINATION WOOD 7- 1 1, 50 1. - - I ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MIN 1_ 651; -- LAI — O25" MAX SHIM CLTYPICALWOOD BUCK ANCHOR INSTALLATION 30& OX2-1/ 2" 0 SCREWS EACHENDINTEGRAL WOOD MULLION ( CHS) 4 lOX2-1/ 2- D SCREWS EACH END ii INTEGRAL WW MULLION ( CHS) 17 N.T. S. s Sl cw, sy" OF