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1805 Madera Ave - BR19-000021 - DOOR12/29/2018 09:07PM 4076340400 LISACOOK DECKERDOORS PAGE 12 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION r Application No: q - 6--) 0 ,,_4— r Documented Construction 'Statue: $ 926.24 Job Address: Historic District: Yes 0 No Parcel TD: 31-19-31-508-1600-0030 Residential [] Commercial[] Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: R laceright side kitchen door unit size for sire Plan Review Contact Person;: Title: Phone: FAx: Email: Property Owner Information Name Albert and Dimple Fryer phone: 407-688-9939 Street: 1805 Madera !avenue Resident of property? City, State Zip: Sanford, FL 32771 Contractor Information Name Danlel T. Decker Phone: 407-696-0830 Street: 724 Brooks Court Fax: 407-696-7356 City, State Zip-, Winter Springs, FL 327'0$ CBC1250499t3' E^ State License No.: Arch itect/Engl neer Information Name: Phone: Street: _ Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMCNT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORN6 BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 ofall laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application )nt To: Dan Decker Decker Doors Page 2 of 3 2018-12-13 23:54:34 (GMT) 14073869171 From: John Lara FAX COVER SHEET TO Dan Decker COMPANY Deckerpoors FAXNUMBER 14076967356 FROM John Lara DATE 2018-12-13 2Z 10:09 GMT RE 12113 Invoice COVER MESSAGE Invoice WWW.EFAX.COM 12/29/2018 09:07PM 4076340400 LISACOOK DECKERDOORS PAGE 13 NOTICE: 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 ofthe property ofthe requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a 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, 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 AFFID : 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 Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Signature of Contractor/Agent Date Daniel T. Decker Print Contractor/Agent's Name ELIZABETH COOK MY COMMISSION # GO 189555 Q;r. EXPIRES: Jan ary 10, 2021 Bonded Thru Nuta Public Underwriters Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID . Produced ID Type of lD BELOW IS FOR 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 APPROVALS: ZONING: COMMENTS: UTII. UES: ENGINEERING: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING•" Revised: June 30, 2015 Permit Application To: Dan Decker Decker Doors Page 1 of 3 2018-12-13 23:54:34 (GMT) 14073869171 From: John Lara FAX COVER SHEET TO Dan Decker Decker Doors COMPANY FAX NUMBER 14076967356 FROM John Lara DATE 2018-12-13 23:52:00 GMT RE Forward: 12/13 Invoice COVER MESSAGE Invoice WWW.EFAX. COM I hereby name and appoint: LIMITED POWER OF ATTORNEY zo Print Name ofAppointee) Decker Doors, Inc. Company Name ofAppointee) to be my lawful attorney- in'fact to act for me in applying aLk"t-- Government c/ Residential Permitting for a permit enab|inAvvork4o be performed at the location below — described and to sign my name and do all things necessary to this appointment: Signed: Section Township Range Subdivision Block 30 Lot Project Address) Owner ofProperty) Owner ofAddress) certified contractor signature) Certified Contractor: Daniel T. Decker printed name) State ofFlorida County of Orange Sworn tVand subscribed before rnethis day of by Daniel T. Decker _(name of person acknowledged) who is personally known to me. Notary Public) Commission expires FORM power of attorney/042501/dv EXPIRES RECEIVED 12/31/2018 12:10PM 4076340400 LISACOOK DECKERDOORS 2018-12-31 11:06 Home Depot 0264 COS 4073331117 >> 4076340400 P 1/1 Home Improvement Agreement: Page 2 Description 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 DeliveryDate ! Installation Schedule Approximate Start Date: Tl3p Approximate Finish Date: Tap All dates are approximate and subject to change based on unforeseen events including inclement weather, permitting delays, and delays in confirming insurance coverage of Your claim for any repair, if applicable. Electronic Records Authorliation 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 emails and PDF documents. I do do not consent to receive only electronic records related to this transaction. Contract Price and Payment Schedule Payment of the Contract Price is due upon signing unless a different payment schedule is required by law, specified below or in a payment addendum. Contract Price: $ 1659,24 Includes all applicable taxes. Excludes finance charges." Sales Tax: $ 10hoo-(If applicable, total amount of taxes included in Contract Price) Maximum deposit ONLY applicable in MD, MA, ME (331J, NJ, Wl (99%) Deposit % Deposit Amount $ Remaining Balance $ Finance Charges Any interest payments or other finance charges will be determined by Customer's 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 agreement, 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. Acceptance and-Authorizition` 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: (i) 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 copy of this Agreement; (iii) all rights and interests under this Agreement are solely vested in the person listed as "Customer" above; and (iv) Electronic signatures will be deemed originals for all purposes. X 1 112/29/2018 Customer's Signature Date X The Home ospot Digital Signature 1=9120113 The Home Depot Digital Signature Date Call The Home Depot at 1-800-466-3337 for help. 12/29/2018 09:07PM 4076340400 LISACOOK DECKERDOORS PAGE 14 A& ---1 tOs 1 Parcel Information P-MP&dyjjgg2rd Card Parcel: 31-19-31-508-1600-0030 Property Address: 1805 MADERA AVE SANFORD, FL 32771 Parcel 31-19-31-508^ 1600-0030 Owner(s) FRYER, ALBERT E: FRYER, DIMPLE Property Address 1805 MADERA AVE SANFORD, FL 32771 MaAing 1805 MADERA AVE SANFORD, FL 32771-3536 Subdlvlslon Name SAN LANTA 2ND SEC Tax District S7-SANFORD DOR Use Code 0107-SINGLE FAMILY - HISTORY OF SINKHOLE ACTIVITY Exemptions 00-HOMESTEAD(1994) Value Summary 2019 Working Values 2018 Cenlfi d Values Valuation Method Cost(Market CosUMarket w Number of Buildings 1 1 r Depreciated Bldg Value 62,167 b9,961 — ^ Depreciated EXFT Value 14,702 13,885 Land Value (Market) 23,571 23,571 Land Value Ag JuSUMaricet Value ^^ 100,440 1 $97,417 Portability Adi Save Our Homes Adi 19,614 1111,449 Amendment 1 Adj 0 0 P&G Adj 0 Assessed Value 80,626 78,968 - Tax Amount without SOH: $0,00 2018 ja L1I Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description SINKHOLE 2005 ENGINEERING REPORT ON FILE PER F.S. 627.7073 ALL LOT 3 N37FTOF: LOT 4 BLK 16 2ND SEC SAN LANTA PB4PG39 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 80,626 80,626 0 Schools 80,626 80,626 0 City Sanford 80,626 80,626 0 SJWM(Salnt Johns Water Management) 80,626 80,626 0 County ponds 80,626 1$80,626 p cares Description WARRANTY DEED QUIT CLAIM DEED Fired comparable Salo$ Date Book Page Amount Qualified _ VaGlmp 11/1/1987 01907 QQ 66,000 Yes Improved 10/1/1986 01782 0517 160 No Vacant Land u Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 90.00 135,001 0 $3Q0.00 $23,571 Building Infotrnatlon js-.13ed16 th Wunt0 'Ck H To: Dan Decker Page 1 of 2 2018-12-13 22:20:23 (GMT) 14073869171 From: John Sara FAX COVER SHEET TO Dan Decker COMPANY Deckerpoors FAX NUMBER 14076967356 FROM John Lara DATE 2018-12-13 22:19:56 GMT RE Jones, Gayle Measure COVER MESSAGE Jones Measure WWW,EFAX.COM I 1:61n5- N4lem 4,ve,- X- Z - 5Z77/ I 4 11/9/2018 Florida Building Code Online PAWNOW OP F& met l/clefZ Professional Regulation BCIS Home ( Log In j User Registration Hot Topics Submit Surcharge i Stats & Facts " Publications Contact Us BCIS Site Map Links Search Product ApprovalL ""' USER: Public User P9pr2'ova) Menu > > A221 1 n i > Application Detail FL # FL22513-R2 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Masonite International 1955 Powis Road West Chicago, IL 60185 800)663-3667 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Method 1 Option A 04/16/2018 04/18/2018 Year 1994 1994 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnH3%2f4ffe95AGs%2fx%2fSZXm2lgg%3d%3d 1/3 11 /9/2018 Florida Building Code Online Date Approved 04/24/2018 Summary of Products FL # Model, Number or Name Description 22513.1 ? HPC Wood -edge Steel Side -Hinged j 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/oIDoorUnit ( Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When impact resistance is required, hurricane protective system is required. Door top rails stamped "HPC". See DWG-MA-FL0212 for details. 22513.2 Wood -edge Steel Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. Y-0" x 8'-0" max nominal size. When impact resistance is required, hurricane protective system not required. See DWG-MA-FLO215 for details. 22513.3 Wood -edge Steel Side -Hinged DooriUnit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When impact resistance is required, hurricane protective system not required on opaque panels, but is required on glazed Sidelites. See DWG-MA-FL0215 for details. 22513.4 Wood -edge Steel Side -Hinged DoorIIUnit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-45 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When impact resistance is required, hurricane protective system not required on opaque panels, but is required on glazed sidelites. See DWG-MA-FL0215 for details. 22513.5 Wood -edge Steel 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 not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When impact resistance is required, hurricane protective system is required. See DWG-MA-FL0217 for details. Certification Agency Certificate FL22.513 R_2 C CAC NI013747 O1 R1 pd Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22513 92 II FLO212.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R2 AE 514008 pd Created by Independent Third Party: Yes W-O" Opaque I/S or O/S Single Door Unit Certification Agency Certificate FL22513 R2 C CAC NI013747 04 pdf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22513 R2 II F 0 1 .pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R2 AE 5I4009.pd Created by Independent Third Party: Yes 8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22513 R2 C CAC NIO13747 04 ndf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22513 R2 II FL0215,Qdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports F(.22513 R2 AE 514007 p iQ Created by Independent Third Party: Yes 8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate rL21513 B2CAC U101 Z47 04 W Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22513 R211 FI0215 2d Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R2 AE 514007.p f Created by Independent Third Party: Yes 8'-0" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate EL22513 R2 C CAC NI013747 06 pdf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions EL22513 R2 11 F o t 7 Rd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R2 AE 514007.pd Created by Independent Third Party: Yes 22513.6 Wood -edge Steel Side -Hinged Door i 6'-8" Opaque I/S or O/S Single Door https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz460EOwOhYDnH3%2f4ffe95AGs%2fx%2fSZXm2igg%3d%3d 2/3 11/9/2018 Florida Building Code Online Unit Limits of Use Certification Agency Certificate i Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747-R1 P f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +70/-70 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL021 .12d Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design I Created by Independent Third Party: pressures listed. 3'-0" x 6-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not FL22513R2 AE 514010 pdrequired. See DWG-MA-FL0211 for details. Created by Independent Third Party: Yes 1 22513.7 Wood -edge Steel Side -Hinged Door6 -8" Opaque I/S or O/S Single or Double Door w/ or w/o Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R2 C CAC NI01 747-RI.12d Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida F1.22513 R2 11 FjQ2l i Ddf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When impact Evaluation Reports j resistance is required, hurricane protective system not required FL22513 R2 AE 514008.pd on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes I DWG-MA-FL0211 for details. 22513.8 Wood -edge Steel Side -Hinged Door 6'-8" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or Unit w/o Sidelites j Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R2 C CAC NIQ13747 Q3-R1 pjJf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 IIFLO 14.pdBuildingCode, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system is required. FL22513 R2 AE514(008 pdfSeeDWGMA-FL0214 for details. Created by Independent Third Party: Yes Contact Us :: 26QI 91a1r Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employee Qopyright 2007.2013 State of Florida. :: Priv y_Statement :: Accessibility Statement :: Refund State en 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 4SS.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 emadsprovidedmaybeusedforofficialcommunicationwiththelicensee. 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 Gerd safe https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnH3%2f4ffe95AGs%2fx%2fSZXm2igg%3d%3d 3/3 NOTICE OF PRODUCT CERTIFICATION r Company: Masonite International Corporation Certification No.: N1013747.03-RI 1955 Powis Road Certification Date: 06/08/2017 West Chicago, IL 60185 Expiration Date: 06/30/2021 Revision Date: 04/13/2018 Product: Wood -Edge Steel 3/4-Lice or Less Glazed Inswing or Outswing Door w/Full-Lite or Less Non -Impact Rated Sidelites (w/Wood Frame unless noted) Specification: TAS 202-94/ASTM E330-02 Glazing: Insulating Glass (Tempered) The "Notice of Product Certification" is only valid if the NAM Certification Label has been applied to the product as described within this document. The certification label represents product conformity to theapplicablespecificationandthatallcertificationcriteriahasbeensatisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namiccrtification.com. NAMI's CertificationProgramisaccreditedbyTheAmericanNationalStandardsInstitute1AN .11 InswingEO Structural Water Test Report NumberConfigurationormum aSize Design Test Drawing Number & Outswin Pressure Pressure Comments X Ifs Glazed 3'0" x 6'8" 50I-50 0 psf NCTL-110-19469-1Single314-Lice Max klaximuin Panel Smz :.3'0" x 6'8" Anchor Details-DWO-MA4I,0214-17XO/S Glazed 3'0"x 6'8" 501-50 3.opsf N(7TI:110-19469-1-W-1857 Single 3' -Lire Max 4.5 psf Maximum Panel Size: 3'0" x f0" Z50 psf',',5 AnchorDetails-DWG-MA-FL0214-17XIiSGlazed3'0" x 6'8" 50i-50 0 Psf NCTL 210-3461-1 W-1857SingleVentiiteMaximumPanelSize30" x 6'8" Anchor Details DWCi-MA FL0214-07 X s Glazed 3'0"- x 6'8"' SOr-50 0 Psi N( TL-210-34614 W-1857 Single Ventlite MaximumPanelSize; 3'0" x 6'8" Anchor Details-DWG- MA-FL0214-07 XX VS Glazed 6'0" x 6'8" 501-50 0 psf SiCTL-110-19469-1 Double 3/4- Lite Max Maximum Panel Size:.Yo" x 6'8" Anchor Details-DWG- MA-FL0214-17 XX OIS Glazed6'0" x WS" 501-50 3.0 psf' Nt-11-110-19469.1 Double3/4-Life Max 4.5 psf: Maximum Panel Size: I V' x h'8" 2s 7.50 t V Anchor Details-DWCi-MA-FL0'_14-I? XOIOX Iis Glazed 6'0"x 6"8" 5W-50 0Psf NCTI.I1(1-19469-1 Single wiSidelite 3i4-Lice Max Door Maximum Panel Size: 3'0" x 6'8" ISidelile Y0x 6'8" Full-Lite Max S/L Anchor Detads-DWG- MA-F1_0214-17 XOiOX OIS Glazed 6"0"x 6'8" 50.-50 3.0Psf' NCTL-110-)9409-1 Single wi$idelite 3:4-Lite Max Door 4.5 psf: Maximum Panel Size: V0" x 6'8" lSidelite: 3"0" x 6'8" Full-Lite Max Sr"L Z50 psf' Anchor Details-DWG-MA-FL0214-17 OXO liS Glazed 9'0"x fi'8" 50i-50 0psf NCTL-110-19469-1 Single w%Sidelites 34-L.ite MaxDoor Maximum Pane) Size: 3'0" x 6'8"lSidelite 3'o" x 6-8" Full -Litt Max S,'L Anchor Dciads-DWG-MA-F1,0214- 17 ONO O(S Glazed 9'0'" x 6'8" 50/-50 3.0 psf' NCTL-I 10-19469-1 Single wdSidelites 34-Lite Max Door 4.5 psf' Maximum Panel Size: 3'0" x 6'8 'Sidelile 3-0" x 6'8" Full-Lite Max S/1 7.50 psf' Anchor Details-DWG-MA-FL0'34- 17 OXXO YS Glazed 12'4" x 6'8" 501-5o 0 Psi` NCTL-110- 19469-1 Double wlSideiiles 314-I-ite Max Door Maxirninn Panel Sizc: 3'0' x6'8" 1Sidelhc: 3 0" x 6 W' 1`1111-Lilt Max Sit, i Anchor Details-DWG-MA-F1,0214-17 OXX(J O!S Glazed 12'4 x l b 50-513 30psf' NCII 2l0-19469-1 Double , Sidelites j 3,4-Lite Max Door 4.5 psf Maximum Panel Size: 3 0' x 6'8 lSidelile: 3'0" x 6X' Full -Este Max SlL 7.50 psf Anch,n Dctads DWG-MA-FL0214-17 w;. <,-,,-jra ", 6 — ug I rcn-Dam Ourswmg i nresnota 4-rr0 ra 1 nresnoid Y111` Vntawing T hreshold National Accreditation & Management Institute, Inc./4794 GeorgeWashington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/ Fax: (804) 684-5122 NANH AUTHORIZED SIGNATURE: _;04 L. Roberto Longs P. E. 1432 Woddford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008 434-688-0609 Date: 05/01 /2017 rllomas Irlomas e.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 (NDS 2012, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Dr'. 0,152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: Douglas Fir -Larch (6=0.50) Main member: Spruce -Pine -Fir (6=0.42) Side member thickness: t, = 1.000 in Main member thickness: t, = 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: 1, = 1.000 in Main member dowel bearing length: h, = 1,I40 in Mode 1", Mode I, Mode II Mode III, Mode III, Mode IV qm = 636.5 Ibshn qs = 884 lbs/in A: 0,0007 A: 0,00096 A. 0.00107 A: 0.0014 P = 725.61 lbs P = 884 lbs 8: 107 8: 0.57 8: 0.5 8: 0,000 Ko = 2.400 Ko = 2.400 C:-427.67 C:-253.62 C: 267.7 C: 93.6 ZT= 302 lbs Z,= 368 lbs P = 331 lbs Ms = 46.8 in-lbs Mm = 46.8 in-lbs Ko = 2,400 P = 297 Ibs P = 319 lbs P = 263 lbs Min. Design value: Z= 110 lbs Z= 138 lbs Ko = 2A00 Ka = 2.400 Ko = 2.400 Duration Factor: Co = 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs Allowable Design Value (ZCo): Z'= 175 lbs/anchor Solid members w/ d w/out gap: a. With threads present in shear plane Fastener type: #to wood screw NDS 2012, TR12) Nominal diameter: D: 0.190 in Gap: g: 0,0000 in Root diameter: Or: 0.152 in Moment arm: 00000 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: Steel strap/clip Side member thickness: 1, = 1.000 in Main member thickness: tm = 0.048 in Side member dowel bearing strength: Fes, = 4A50 psi Main member dowel bearing strength: F_ = 61.850 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: 1, = 1.140 in Mode I, Mode I, Mode II Mode III,,, Mode III, Mode IV gm = 11752 lbs/in qs = 884 Ibshn A: 0,0003 A: 0.00059 A: 0,00033 A: 0.0006 P = 13397 lbs P = 884 lbs 8: 1,07 8: 0,57 8. 0.5 8: 0.000 Ko = 2,400 Ko = 2.400 C:-4038.9 C-3864.9 C: 267.7 C: 93.6 Z„= 5582 lbs Z,= 368 lbs P = 2287 lbs Ms = 46.8 in-lbs Mm = 46.8 in-lbs Ko = 2400 p = 2126 lbs p = 420 lbs P = 392 lbs Min. Design value: Z= 163 lbs Z= 953 lbs Ko = 2.400 Ko = 2,400 Ko = 2400 Duration Factor: Co = 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs Allowable Design Value (ZCo): Z'= 262 lbs/anchor Fastener type: 1/4" ITW Topcon Substrate: Hollow block Edge distance: 4.00 in Edge distance: 2.00 in Actual edge distance: 2.50 in Spacing: 4.00 in Spacing: 2,00 in Actual spacing: 3.00 in Allowable Design Value (Zf,,,,): Z"= 155 N.Q.A.16-1222.06 Minimum embedment: 1,25 in Tabulated shear design value: Z = 202 lbs Tabulated shear design value: Z = 161 lbs Reduction factor: 0.85 Tabulated shear design value: Z = 202 lbs Tabulated shear design value: Z = 164 lbs Reduction factor: 0.91 lbs/anchor Minimum anchor capacity: 155 lbs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. 1 of 3 3 • • • • xol C E N 61 ilpr'' TAT OF . 0 R10" ONAi`,`` Luis R. Lomas P.E. FL No.: 62514 5/2/2017 L. Roberto Lomas P. E. 1432 Woodlord Rd. Lewisville. NC 27023 Manufacturer: Masonite Report #: 514008 434-888-0809 Date: 05/01 /2017 rllomas a lrlomas e.com Anchor calculations, minimum required anchors 36.38 36.38 l T, Al -...T. EAt - 179.255Ai 72.75 37.50 36.38 36.38 37.50 a Al 44 A4 Al A2- A3 15 A3%. i Al A4 A4 Al 147.75 Anchor Locations: T 79.25 Design pressure: 60.0 psf Zane Area afti Load Ibs} Ind. in} Max' O.C. in) Anchor RewltCap. Ibs) Qty Load Ibs) A, 2.3 138 N/A N/A 155 1 138 OK AZ 7.7 463 6.00 21.00 155 5 93 OK A3 1 7.7 463 N/A N/A 155 3 154 OK Resign pressure: 60D psf Zone Area aft) Load Ibs) Ind. in) Max. O.C. in) Anchor ResultCap. Ibs) Q~ Load Ibs) A, 2,4 146 N/A N/A 155 1 146 OK AZ 7.9 473 6.00 21.00 155 5 95 OK A 7.8 468 N/A N/A 155 4 117 OK A 2.3 138 N/A N/A 155 1 138 OK A5 7.7 463 N/A N/A 155 3 154 OK Double door 36.38 - 36.38 -- -- - 6.00 TYP.--.-.. &00 TYP. 18.19 TYP. ---4 3.00 TYP.i+- 6.00--_...._ 13.45 MAX. O.C. i I i i 79.25 6.00 2of3 GEN TAT CIF ' w xv ofONAL "F vvv11111100 Luis R. Lomas P.E. FL No.: 62514 5/2/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 434-688-0609 rllomas of )Irlomasoe.com Double door with sidelites Manufacturer: Masonite Report #: 514008 Date: 05101 /2017 37.50 _._.- ..w..__. .__.. 36.38 _. ..r+—__.. .._... 36.38 ---...... .... ....._.. .._. 37.50- 18.75 TVP. i 6.00 TYP --+. 6.00 TYR r .•r._. 18.19 TYP. -- 3,00 TYp. 4 .., tT-- -6, 00 13.45Nw. O.C. 79.25 L 6.00 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 3/16" 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=0A2 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. 3 of 3 Luis R. Lomas P.E. FL No.: 62514 5/2/2017 till MASONITE 314-UTE WOOD -EDGE STEEL DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES 4ENEe NOTES 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 OULD04GS 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 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84, 5. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION LITE FRAME SELF IGNITION TEMP I ASTM 01929 1 842 'F > ss0 'F RATE OF BURNING ASTM D635 1.28 IN M!N SMOKE RENSf1Y ASTM D2843 70.2% TENSILE STRENGTHS 1 ASTM D638 1 1.8% DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 45M HOURS XENON ARC METHOD 1 149' MAX. OW NI FRAME WDTH 21" MAX 36.375" MAX. 21' MAX I D.L.O. -i PANEL WIDTH D.LA. 37,5' MAX. _. W/ASTRAGAL FRAME WIDTH N O t ^ ^ U JCi t ` J ZZ DOLWLE DDOR UNIT &[21DELlTE DESIGN PRESSURE RATING WHERE WATER INFILTtATFON PERFORMA14CE IS RE iR£D TO BE 15% OF DESIGN PRESSURE ONTIG MA3( WOR INSWING OUTSWING IN NG BUMP R 0 0 H 0 S H 0 X 0 50.0 -50,0 N A 0 -20, 30. + # . A 50. XX 4 t50.0 -50,0 50.0 -50.0 N A 20.0 -2 .0 N A N A OX or XO 0 - .0 50,0 -50.0 A 20.0 -20.0 0 -3 . +50.0 N A N AOXO112. 50. A 0 A 0 0 + O.0 W N N AXX149050. -50. N A A 0 0 + .0 A N AX- 3. A O 0. -50.0 NA NA- NA NA NA u-) 0 J 30 CL U U LoLij N.T.S. TABLE OF CONTENTS i arc. et. SW' SHEET DESCRIPTION Good**-. Alrall2+ts KURT BALTHHAZOR er. 1 TYPICAL ELEVATIONS GENERAL NOTES _zko FLORIDR P.E. 6RAWN0 No, fl021 2 ANCHORING LOCATIONS do DETAILS 156533 3 ANCHORING LOCATIONS & DETAILS SMM I O. 3" - SEE DETAIL c. 3'— 6. 3 SEE DETAIL 3- * E* 3'-- - 3' 6 3 6. 8 0 6. 3- 6- rif, 6- lj 4 -L.1— 1- 3- 31 3-1 IL 6. SEE DETAIL 8 x 2 #10 x 5/8" 8 x 2' # 10 x 5/8" # 10 x 1, 10 x 2-112" 10 x I' 10 x 5/8*- DETAIL "D" DUNL I w Y SEE DETAIL I-T A is 6. 8 x 2" DETAIL T* ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 1.375. 0.962:L c7--fflZ—1 I 1437' T T T INSWING THRESHOLD BUMPER Q/S THRESHOLD T4 OZ5 THRESHOLD I I I 1,482* ff m 1.75' 1.o4r 1.437" T T T Z=—URIE5 O/S THRESHOLD HIGH DAM O/S THRESHOLD fiP.,.QZS THRESHOLD m MELT 11JASTOMER MOT WELT EE DETAIL 6. ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW 12EJAIL "F' ASDM 6 X 1-1/2- PHS 1/2- RTE I t R TOMER Ad*" IDwa NL WE 5126117 EXTEF" SCALE N, DTICAL GLAZING DETAI eYi Sws 0 171 SEE DETAIL C' SHT. 2 ATTACHMENT DETAIL 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 OR 1/4" TAPCONS. 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". 3' i m 3I c a a SEE DET/"L D` SHT. 2 W W Nh s i 3- 1.25' o . MIN — 025+ SHIM CL TYPICAL MASONRY ANCHOR INSTALLATION 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50' ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. HARDWARESCHEDULE 1. JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2 CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES, 1'X1/2` CORRUGATED tOX2` WOOD SCREW3" fROM EACH END 6 FROM EACH ENDAND7' OC AND 12' OC 1 LA1cC CAULK ukT& I CAULK CL 1 COMBINATION WOOD COMBINATION WOOD MULLION (BOXED) MULLION (BOXED) 125' arHiXM TYPICAL WOOD BUCK ANCHOR INSTALLATION h mw 3) j10X2-1/2' 1qWQTSDSCREWSi EACH END FIC nfeK4! CAM 5126117 N.T.S. MINI htioixfa] a" SWS c cam••r3 No.: INTEGRAL WOOD DWc-W-AA214— MULLION (CHS) S"M L OF