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117 Mayfair Ct 17-362 FrontCITY OF SANFORD G BUILDING & FIRE PREVENTION FEB 7 2017 PERMIT APPLICATION Application No: - i0 Documented Construction Value: S T4qq. % 2 Job Address: 1 17 /%%dGlt r GL _ Historic District: Yes No t[ Parcel ID: 3 3 - / 9-Atli -Sd 6,- MOP - 0W O Residential R Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: &t &a., AD/2t- dQ04 440,66' S/7=rz SIZY/ Plan Review Contact Person: beA 6YG14CW Title: Pi c1/t/Prlt Phone: q07- G9// 4?30 Fax: W"7- UqG Va Email: Property Owner Information Name Phone: MP7- 6,20- Street: 113 / Y%Q.u.,'B.I G Resident of property? City, State Zip: FL . 37,77/ Contractor Information Name u x biXlt3 z-n L Phone_ W 7- P% MX - Street: 7AZI Fax: W2- 4/e 735 City, State Zip: ADZ. $ State License No.: 4CBG 4 29 0 W Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Leader: 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 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, 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: 5"Edition (2014) Florida Building Code J Revised. June 30. 2015 Permit Application NOTICE: In addition to the requirements of this permit; there may, be additional rcltrictions applicable to this property that may be found in the public records of this county, and there may be additional p;crriiits 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 of Florida Lien Law, FS 713. rhe 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.iob at the time of submittal. rhe 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 Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID KAPdr" 2-?- % Signature of tractor/Agent Date Print ractor/Agent's Namc a•07./, Signature of Notary -State Date DE881E R WTON MY COMMISSItNI t FF till e EXPIRES: FttWW 25 2019 eaneed ttuu Notary PuM 111141 t- Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No # of Heads APPROVALS: ZONING:t.Vni Z •*1.17 UTILITIES: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes NO WASTE WATER: FIRE: BUILDING: 43Fa, S.1-? Revised: June 30, 2015 Pennn Application SCPA Parcel View: 33-19-30-505-0000-0490 http://parceldeta i l.scpafl.org(Parce I Detai I info.aspx?PI D--331930505... esr+n000uwr. naox Parcel Information Property Record Card Parcel: 33-19-30-5054000-0490 Owner. KENDIG LYNNE H Property Address: 117 MAYFAIR CT SANFORD. FL 32771.7707 F- Parcel 33.19-30-5054=-0490 - Owner KENDIG LYNNE H Property Address 117 MAYFAIR CT SANFORD. FL 32771-7707 Mailing 117 MAYFAIR CT SANFORD. FL 32771-7707 Subdivision Name MAYFAIR VILLAS Tax Oft" S1-SANFORD -- TOR Use Code 04-CONDOMINIUM Exemptions 00•HOMESTEAD(2017) I]o 0 49 M 75.94 31 9 / Seminole County GIS Value Summary 2017 Working 12016 Certified Values vetoes Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg flue 109.450 108.450 Depreciated EXFT Velue 2.184 se96 Land Value (Market) i Land Value All Just/Market Value •• 110.634 109.346 Portability Adj 21.958 Save Our Monies Adj - 21,958 _ -- Amendment 1 Adj- PSG Adi 0 s0 Assessed '01ue st18.676 587,388 Tax Amount without SOH f 1,378.55 2016 Tax Bill Amount $938A0 Tax Estimator Save Our Homes Savings. $440.1S Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 49 MAYFAIR VILLAS PS22PGS9810 Taxes iaAng numorny r ssesanxmr value ; txempt values isxao e vanro L.--... - - _ - -.- SJWM(Sainl Johns Water Management) 88.676 - -- 50.500 — — _ _- s39.176 County Bonds 88.676 S50.500 S38.176 County General Fund See.676 50.500- S38.176 Schools 388,676 525.500 63.176 LCity Sanford 88.676 S50.500 We.176 Sales Description Date Book Page Amount 0ualifxld VaVI mP WARRANTY GEED 7/1l2016 OB740 0105 140,000 i Yes Irproved WARRANTY DEED - -- 111/2015 08403 - 1373 100 ( No Irtprovea WARRANTY DEED 11/1/2013 06159 Is" 100 No VrVVved WARRANTY DEED 6/1/2004 05367 2147 1936 100 No 5100 I No kWoved Inprove0WARRANTYDEED4/1/2000 03842 WARRANTY DEED 2/1/1998 03NO 0379 575.000 Yes Iriproved TRUSTEE DEED 9(111994 02827 0064 74.000 i Yes t Improved OUIT CLAIM DEED 8/1/1992 02S19 0946 100 I No I Improved WARRANTY DEED 51111990 0 190 1604 70,000 Yes I-InprOved 01431WARRANTYOEEO1/1/1983 554,000 Yes I Improved Find Comparable Soles Land.. -• -- - - -- - - -- - • - - -- Method Frontage Depth Units Units Price - - - ;Land Value I of 2 2/6/2017 4:52 PM 2017-01-27 15:24 0264EX 4073331117 b 44g6 o0g- Home Im Important additional information regarding Customer's r Scone: This "Agreement" consists of this page, the fol Supplement if applicable, and any drawings or Change Ord between the Customer identified on the Invoice and Th, Agreement shall be performed by a licensed and insured thi perform architectural or engineering services, nor does it me De of and its Authorized Service Provider will perform install payment Schedule: Payment is required immediately as follows: 4073331117 >> 407 696 7356 P 1/1 Page 5 of 10 NO. H0264-29998 Agreement his may be contained In an attached State Supplement. wing General Terms and Conditions, the Invoice, the State s expressly made a part of this Agreement. The Agreement is Home Depot. Any installation services provided under this party Authorized Service Provider. The Home Depot does not structural changes to dwellings or other structures. The Home on services in accordance with applicable law. Payment: $_ I dde 79 Due in full Immediately. Sales Tax: snnnIfapplicable. Total Amount of Sale: S 144A 72 Includes all applicable discounts, rebates, and taxes. Excludes finance charges.` Any interest payments or other finance charges will be determine HOn e Dopot is NOT a party, and will be in addition to Customer's conditions of the cardholder or loan agreement, as applicable. No however, Authorized Service Provider may collect Customer's pay Anticipated Delivery f Instaillatiog Schedule Acce ante and Authorization: Customer authorizes The and services included on the Invoice. Customer further agreement between Customer and The Home Depot with discussions and agreements, either oral or written relating assigned or amended except by a writing signed by Custom, that Customer has read, understands, voluntarily accepts the of this Agreement at the time Customer signs the Agreem, information may need to be provided later and as such th signed. Electronic Signature: The parties to the Agreement agr Agreement are intended to authenticate this writing and to h, Customer acknowledges that he or she is the person named sale device. CANCELLATION: CUSTOMER MAY CANCEL OBLIGATION BY DELIVERING WRITTEN NOTIC THIRD BUSINESS DAY AFTER SIGNING TH ATTACHED HERETO CONTAINS A FORM TO t LAW IN CUSTOMER' S STATE. Under such circums business days after The Home Depot's receipt of customer's Customcrs Signature Authorized Service Providers Full BusinessATrade Name. Address and LN:ensc No. or No(s).. as applicable: Liccose No(s). --- Authorised ScrviLm Providers 1 el. No. Hone ocuut U- SA 114:., 2455 Paces Feny Customer's separate cardholder or loan agreement, to which The lent under this Agreement. Customer is subject to the terms and s should be made payable to Authorized Service Provider; made payable to The Home Depot. 117 Finish Date: 0 /26/2017 _ come Depot to order and arrange for the delivery of all goods agrees and understands that this Agreement Is the entire egard to said goods and services and supersedes all prior to said goods and services. This Agreement can not be r and The Home Depot. Customer acknowledges and agrees terms of and is entitled to and has received a complete copy nt. Installation Professional' s license number and permitting t information may be omitted at the time this Agreement is that the digital signatures of the .parties included in this the same force and effect as the use of manual signatures. The Home Depot contract number identified on the point of THIS AGREEMENT WITHOUT PENALTY OR TO THE HOME DEPOT BY MIDNIGHT ON THE AGREEMENT. THE STATE SUPPLEMENT E IF ONE IS SPECIFICALLY PRESCRIBED BY ices. Customer's payment(s) will be returned within ten (10) 7 7 -/ / 01 / 27/2017 x Asstxsa OVAU000 ull Service Provider's Full Signature oate • Assoaato: Please print your salesperson's license number, if applomtNe. NO . BIRO RA Atlanta. GenrOwn 30330 Y2011 Page 5 of 10 NO. HO264-29998 Custome[ copy M ZC=G,' L(ZfiL pDmZrvr^ AZaDCD? 9 0 4 OC =, nDONR 99 pOZa=00m Zy m<m07DOcm50ma AD oa F ZrCOnm) xCD T ljo ZmMKDOn Z encl IQ,S1 117 it SQiZ Opening will meet 35 PSF +/-•requirement v D 2 Oc CA C cn IV R pldu ioh v G n Florida Building Code Online rn ass https://www.floridabuildingorg/pr/pr_appjtl.aspx?param=wGE... PrOessional ••g 0 Ida peparpmd acts tome I too In I user it"ittraton I rot Topes I Submit SurOame i scats & facts ( pubkatens ( FOC staff I acts Ste Map I Urft I S",Ce Busines kal*USER: Product ApprovalProfessir+utN[ User Regulation product ARM aLtIM > Product Or App1ratbA SeaQp > &pp"tan tat > Appiitetlon OetaE FL # FL8228-R7 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived If Product Manufacturer Masonite International Address/Phone/Email 195S Powis Road West Chicago, IL 60185 615)441-42S8 sschrelber@masofute.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior moors 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 2002 ASTM E1996 2002 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By r I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0 Yes O No G N/A I of 5 6/29/2015 6:07 PM Florida Building Code Online https://www.floridabuildin&org/pr/pr_appjtl.aspx?param--wGE... Product Approval Method Date Submitted Date Validated Date Pending F8C Approval Date Approved Method 1 Option A 04/29/2015 04/29/2015 05/04/2015 FL # I Model, Number or Name I Description 8228.1 Fiberglass Side -Hinged Door Unit 6'-8" Opaque I/S and O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +85.0/-85.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Borne Debris Region. See DWG-MA-FLO160-07 for additional information. Certification Agency Certificate FL8228 R7 C CAC N1006900.01.Odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions F1.6228117 11 FL0160Dx.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R7 AE 504A.odf Created by Independent Third Party: Yes 18228.2 1 Fiberglass Side -Hinged Door Unit 1 8'-0" Opaque I/S and O/S Single Door I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Bone Debris Region. See DWG-MA-FLO161-07 for additional information. Certification Agency Certificate FL8228 R7 C CAC N1006900.02.Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R7 11 FL0161Dx.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R7 AE 503A.Ddf Created by Independent Third Party: Yes 8228.3 I Fiberglass Side -Hinged Door Unit 16'-8" Opaque Inswing 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: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Some Debris Region. See DWG-MA-FLO160-07 for additional information. 228.4 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: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Some Debris Region. See DWG-MA-FLO160-07 for additional information. Certification Agency Certificate FL8228 R7 C CAC N1006900.01.2Qf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R7 1I FL0160Dx Wf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R7 AE 502A.20f Created by Independent Third Party: Yes V-8" Opaque Outswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R7 C CAC N1006900.01.0df Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R7 AE 502A.odf Created by Independent Third Party: Yes 2 of 5 6/29/2015 6:07 PM Florida Building Code Online https://www.floridabuildin&org/pr/pr_app_dtl.aspx?param=wGE... 8228.5 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: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Borne Debris Region. See DWG-MA-FLO161-07 for additional information. 8228.6 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: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Borne Debris Region. See DWG-MA-FLO161-07 for additional information. 8'-0" Opaque Inswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate EU228 R7 C CAC N1006900.02.odf Quality Assurance Contract Expiration date 12/31/2020 Installation Instructions FL8228 R7 lI FL0161Dx.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R7 AE 501A.odf Created by Independent Third Party: Yes 8'-0" Opaque Outswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R7 C CAC N1006900.02.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R7 11 FL0161Dx.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R7 AE 501A.odf Created by Independent Third Party: Yes 8228.7 I Fiberglass Side -Hinged Door Unit 16'-8" Glazed Inswing Single or Double Door w/ or w/o ISidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +52.0/-52.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x W-8" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-FLO162-07 for additional information. 8228.8 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: +55.O/-55.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not 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-FLO162-07 for additional information. 8228.9 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: +40.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ and the Wind Some Debris Region. See Certification Agency Certificate FL8228 R7 C CAC N1006900.03.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R7 II FLO162DX.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R7 AE 502A RQf Created by Independent Third Party: Yes 6'-8" Glazed Outswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R7 C CAC N1006900.03.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R7 It FL0162Ox.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R7 AE 502A.odf Created by Independent Third Party: Yes 8'-0" Glazed Inswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R7 C CAC NI006900_4Qj Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R7 it FLO163Dx.Qd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R7 AE SOfA.odf 3 of 5 6/29/2015 6:07 PM Florida Building Code Online https://www.floridabuilding,org/pr/pr_appjtl.aspx?param=wGE... DWG-MA-FLO163-07 for additional information. ; Created by Independent Third Party: Yes 8228.10 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: +43.0/-47.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ and the Wind Some Debris Region. See DWG-MA-FLO163-07 for additional information. 228.11 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: +52.0/-52.0 Other: Evaluated for use in locations adhering to the Florida Building Code not including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. See DWG-MA- FL0162-07 for additional information. 8228.12 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: +55.0/-55.0 Other: Evaluated for use in locations adhering to the Florida Building Code not including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. See DWG-MA- FL0162-07 for additional Information. 8228.13 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: +40.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code not including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 12'-0" x W-0" max nominal size. See DWG-MA- FL0163-07 for additional information. 228.14 1 Fiberglass Ssde-Hinged Door Unit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.0/-47.0 Other: Evaluated for use in locations adhering to the Florida Building Code not including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 12'-0" x W-0" max nominal size. See DWG-MA- FL0163-07 for additional information. 8'-0" Glazed Outswing Single or Double Door w/ or w/o Sidelites Certification Agency certificate FL8228 R7 C CAC NI006900.04.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R7 11 FL0163Dx.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R7 AE S01A.pdf Created by Independent Third Party: Yes 6'-8" Impact Glazed Inswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R7 C CAC NI006900.05.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R7 II FL0162Dx.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R7 AE 502A & Created by Independent Third Party: Yes 6'-8" Impact Glazed Outswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R7 C CAC NI006900.05.pdf Quality Assurance contract Expiration Date 12/31/2020 Installation Instructions FL8228 R7 11 FL0162Dx.0f Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R7 AE S02A.pdf Created by Independent Third Party: Yes 8'-0" Impact Glazed Inswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R7 C CAC NI006900.06.RQf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R7 11 FL0163Dx.0 Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R7 AE 501A.& Created by Independent Third Party: Yes 8'-0" Impact Glazed Outswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R7 C CAC N1006900.06.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R7 11 FL0163Dx.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R7 AE 501A.pdf 4 of 5 6/29/2015 6:07 PM NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: N1006900.03 1955 Powis Road Certification Date: 01/14/2007 West Chicago, IL 60185 Expiration Date: 12/31/2020 Revision Date: 11/21/2014 Product: Fiberglass Glazed Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites w/Wood Frame unless noted) Specification: TAS 202/ASTM E330 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 NAMI's Certified Product Listine at www.Namicertirication.com. NAMI's Certifteation Program is accredited by The American Notinnni Ctnndardc tn¢tihdo /AN01 Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments X I/S Glazed 3'0" x 6'8" 52/-52 2.86 psf No NCTL-210-3108-1/CTLA-805W-2 Single Maximum Panel Size- 3'0" x 6'8" Anchor Detail-MA-FL0162-07 X O/S Glazed 310" x 6'8" 55/-55 6.00 psf No NCTL-210-3108-1/CTLA-805W-2 Single 8.25 psf* Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 XX I/S Glazed 6'0" x 6'8" 52/-52 2.86 psf No NCTL-210-3108-1/CTLA-805W-2 Double Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 XX O/S Glazed 610" x 6'8" 55/-55 6.00 psf No WCTL-210.3108-1/CTLA-805W-2 Double 8.25 psf* Maximum Panel Size- 3'0" x 6'8" Anchor Detail-MA-FL0162-07 XO/OX I/S Glazed Door 610" x 618" 52/-52 2.86 psf Door -No NCTL-210.3108-1/CTLA-805W-2 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3.0•' x 6.8'• Anchor Detail-MA-FL0162-07 XO/OX O/S Glazed Door 6'0" x 618" 55/-55 6.00 psf Door -No NCTL-210-3108-1/CTLA-805W.2 Single w/Sidelites Glazed Sidelite 8.25 psf* Sidelite-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 OXO I/S Glazed Door 9'0" x 618" 52/-52 2.86 psf Door -No NCTL-210-3108-1/CTLA-805W-2 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size. 3'0" x 6'8" Anchor Detail-MA-FL0162-07 OXO O/S Glazed Door 9'0" x 6'8" 55/-55 6.00 psf Door -No NCTL-210-3108-I/CTLA-805W-2 Single w/Sidelites Glazed Sidelites 8.25 psf" Sidelites-No Maximum Panel Size 3'0" x 6'8" Anchor Detail-MA-FL0162-07 OXXO I/S Glazed Doors 12'6" x 6'8" 52/-52 2.86 psf Doors -No NCTL-210.3108-1/CTLA-805W-2 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 OXXO O/S Glazed Doors 12'6" x 6'8" 55/-55 6.00 psf Doors -No NCTL-210-3108- I /CTLA-805W-2 Double w/Sidelites Glazed Sidelites 8.25 psf" Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 Denotes High Dam Threshold Design National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Luis R. -Lomas P. E. 432 Wood/oN ad. Manufacturer. Masonite Lowisvide, NC 27023 Report #: 502A 336-945.9695 Date: 12/29/09 Product: Double Door with sidelites 12'x6'8" 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. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO132-05 DWG-MA-FLO147-06 DWG-MA-FLO122-05 DWG-MA-FLO134-05 DWG-MA-FL0151-06 DWG-MA-FLO124-05 DWG-MA-FLO140-05 DWG-MA-FLO153-06 DWG-MA-FLO126-05 DWG-MA-FLO142-05 DWG-MA-FLO155-06 DWG-MA-FLO128-05 DWG-MA-FLO143-05 DWG-MA-FLO156-06 DWG-MA-FLO130-05 DWG-MA-FLO146-06 DWG-MA-FLO160-07 Anchors to be aualified: 1 #10 Wood screw, for installation in wood frame substrates. 2. 3/16• ITW Tapcon, for masonry installation Anchor capacity in shear condition: DWG-MA-FLO162-07 DWG-MA-FLO168-07 DWG-MA-FLO170-07 DWG-MA-FLO172-07 DWG-MA-FLO174-07 DWG-MA-FLO175-07 Fastener type: #10 wood screw NOS 2005.11.3) Side member. Douglas Fir -Larch Main member. Spruce -Pine -Fir Side member thickness: t. a 1.000 in Main member thickness: t,a a 1500 in Side member dowel bearing strength: F„ a 4,650 psi Mom member dowel bearing strength: F„„ a 3.350 psi Minimum required penetration: 1.330 in Screw bending yield strength: FN a 80,000 psi Duration Factor: Co a 1.6 Tabulated lateral design value: Za 107.0 Ibs Allow" Design Value: Z's 171 lbs/anchor Mode IV Fastener type: 3/16" ITW Topcon N O.A.07.1126.10 Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: 113 in Minimum C to C spacing: 2.25 in Tabulated sheor design value: Z a 112 Ibs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value. Z s 197 bs Actual edge distance: 2.50 in Design value per interpolation. Z a 189 bs Allowable Design Value: Z's 189 bs/anchor Minimum anchor capacity: 171 Ibs/anchor NOW Anchors with the $oast capacity /s used for calculatkons to qualify anchors with higher capacity. Anchor calculations, minimum reaulred anchors Double. Pressure aooitlst stops with bump threshold: 36.38 36.38 Design pressure: 60 0 psf EAt- Al 79.25 At 72.75 1 of 4 Zone AreaArea ft) Load Ibs) Ind. in) Max' O.C. in) Anchor ResultCop. Ibs) Qty Load Ibs) At 2.3 138 N/A N/A 171 1 138 OK AZ 7.7 463 6.00 21.00 171 5 93 OK A3 1 7.7 463 N/A N/A 171 3 154 OK 511R N`' •` r G E N S'qd' TAT OF ONALIE` Luis R. Lomas P.E. FL No.: 62514 1f7/2010