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Home My WebLink About105 Club Rd (3)1 lram4 ,ea.a. r s ., CITY OF SANFORD BUILDING & FIRE PREVENTIONOCT182016 PERMIT APPLICATION Application No: Documented Construction Value: $ 2, l/g/ 00 Job Address: lds- L'lk,6Scl Historic District: Yes No Parcel ID: 35--/q--O_ 5-77 - 06-op-0631) Residential Commercial Type of Work: New Addition Alteration Rep//air Demo Change of Use ll Move Description of Work: 1,{4,L 612h i- C(PAC 6 4.J /`lGhL SdDUr 1 -4 qne/ r> c r der un lZ is Plan Review Contact Person: f)a11 A kyal Title:_ Phone: e/07-- le9lo-0830 Fax: q07- lySlP--235-1,o Email: Clee_ke_ra D/'.S OluaA . GDP Property Owner Information Name Joln[C.fe Uawl l Rlc,vlaccL Phone: q07- 33)-- I ()-2,lo Street: 106- C_([ cl/ - Resident of property? City, State Zip: 150 t /l , L . 3Z'7`z1 Contractor Information Name DCL tier nDDru Z'nc- Phone: 4107- 4,94 -- P930 Street: 7.7 Arogki Fax: qQ-7- 129 &M City, State Zip: JYtt4i1' SDI^!/1u.5 , FL. 327DT State License No.: Ci3C Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: 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. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. fy 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 (V1` j Revised: June 30, 2015 Permit Application 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 of the property of the 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 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 Signature of Contractor/Agent Date Print C ractor/ ent's Name gnatu a of Notary -State of Flor EXc:la.c.S. Faeriar/ 25, -019 PublicUndewrite's3ande;"ihruIdoiarf 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: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: Io 10UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 4F Revised: June 30, 2015 Permit Application SCPA Parcel View: 35-19-30-522-OGOO-0030 http://parceldetail.scpafl.org/Parcel Detail Info.aspx?PID=35193052... TIPM`"1Cxdq CXX.N}Y; F'1.tiAAL`1Tk Parcel Information Property Record Card Parcel: 35-19-30-522-OG00-0030 Owner: RICHARDS JANICE C & DAVID L Property Address: 105 CLUB RD SANFORD, FL 32771-4106 Parcel 35-19-30-522-OGOO-0030 Owner ; RICHARDS JANICE C & DAVID L Property Address 105 CLUB RD SANFORD FL 32771-4106 Mailing 633 E WARREN AVE LONGWOOD, FL 32750-5339 Subdivision Name COUNTRY CLUB MANOR UNIT 3 Tax District ; i......... S1-SANFORD 1...., i DOR Use Code; 01-SINGLE FAMILY Exemptions-.__ n Seminole County GIs Value Summary 2016 Working 2015 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $30,648 28,345 Depreciated EXFT Value $600 600 Land Value (Market) $10,500 12,000 Land Value Ag Just/Market Value" $41,748 40,945 Portability Adj Save Our Homes Adj $0 0 Amendment 1 Adj $0 189 P&G Adj $0 0 Assessed Value $41,748 40,756 Tax Amount without SOH: $830.93 2015 Tax Bill Amount $830.93 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 3 BLK G COUNTRY CLUB MANOR UNIT 3 PB12PG76 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds Date Book 4/1/2015 08449 3/1/2015 08450 Depth 41,748 0 41,748 41,748 0 41,748 41,748 0 41,748 41,748 0 41,748 41,748 0 41,748 Page Amount Qualified Vac/Imp 1254 100 No Improved 1387 100 No Improved Units Units Price Land Value I of 2 9/20/2016 3:58 AM 2016-09-14 14:22 0264EX 4073331117' ru (0 "M Home Im Important additional Information regarding Customer's ril Scc : This 'Agreement" consists of this page, the folk Supplement if applicable, and any drawings or Change Orde between the Customer identified on the Invoice and The Agreement shall be performed by a licensed and insured thin perform architectural or engineering services, nor does it mak Depot and its Authorized Service Provider will oerform Install2 Payment Schedule: Payment is required Immediately as follows: Payment; $ 9681.00 Sales Tax: i 11 []ft Total Amount of Sale: 2681.Q0 Any interest payments or other finance charges will be determined It Home Depot is NOT a party, and will be in addition to Customer's pa conditions of the cardholder or loan agreement, as applicable. No fu however, Autharizod Service Provider may collect Customer's paymt A ticinated ftivervl Installation 3ghodule Start Date: Acceptance and Autho_risatioon: Customer authorizes The I and Services included on the Invoice. Customer further s agreement between Customer and The Home Depot with r disrussions and agreements, either oral or written relating assigned or amended except by a writing signed by Custome that Customer has read, understands, voluntarily accepts the of this Agreement at the time Customer signs the Agreeme information may need to be provided later and as such thi signed. Electronic Signature: The parties to the Agreement agre Agreement are intended to authenticate this writing and to hat I Customer acknowledges that he or she is the person named t sale device, CANCELLATION: CUSTOMER MAY CANCEL OBLIGATION BY DELIVERING WRITTEN NOTIC THIRD BUSINESS DAY AFTER SIGNING THI ATTACHED HERETO CONTAINS A FORM TO U LAW IN CUSTOMER'S STATE. Under such circumst; days after ot's receipt of Customer's Accepted by. ,,,. 1\ j Authorized Service Provider's Full nusinerss(trade Name, AddrHnS and Lie.onse No. or No(t:)., as applicable. L,cranse No(s). Sew co Provider's Ter, No. Home Depot U.S.A. Irkr 2455 Peer s Ftirry 4073331117 » +1 407 209 0090 P 1/1 Page 5 of 10 HO. H0264-14693 nt Agreement its may be contained in an attached State Supplement. ing General Terms and Conditions, the Invoice, the State expressly made a part of this Agreement. The Agreement is iome 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 n services in accordance with applicable taw. Due in full immediately. If applicable. Includes all applicable discounts, rebates, and taxes. Excludee finance charges." Customer's separate cardholder or loan agreement, to which The rent under this Agreement, Customer is subject to the terms and Is should be made payable to Authorized Service Provider; t(s) made payable to The Home Depot. Finish Date, me Depot to order and arrange for the delivery of all goods rees and understands that this Agreement Is the entire gard to said goods and services and supersedes all prior 3 said goods and services. This Agreement can not be and The Home Depot. Customer acknowledges and agrees arms of and is entitled to and has received a complete copy t_ Installation Professional's license number and permitting 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 Customer's payment(s) will be returned within ten (10) 09/14/2016 Date X _ AssoWta'S)Au1huri7ed Service Providers Full Signature Date----------- ASsocaete; Please print your salesperson's iicattse number, if apglical*- N.w., Bldg B.3, Atianis, Georgia MX139 3'2011 Page 5 of 10 No. H0264-14693 Custornell Copy l 1-Bill 119111111111111111111111111 loll 1111 TMISINSTRUMENT PREPARED BY: Name: Decker Doors Inc. Address: 724 Brooks Ct Winter Seri, ;Qs FL 32708 NOTICE OF COMMENCEMENT Permit Number. Parcel ID Number. 5- I ` -fin S 2.2-9Gaq - 00:3 0 1'IAIV11 NdI : 1'10Fi5E r SE'111''IOLE COUH-i Y C:L_f Itl )F CIRCUIT C:0LJ[ T & C0t1F1*R0LA.Ef` L"' K 87'_t s P-3 11'-18 l (11'-';.1 • ) CLERK'S Y 20iL1 t7718 RECORDED 11-1/18i2016 11-1: •;,:ii3 i'ii7 Fl*." ORDI: -IG FEES 1.10.00 1'IE.00RDEII U'Y 11de,,,of'o The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713,'Flodda Statutes, the following Information Is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if aw rranle) L at i 0 (nck G-:..Qzj iry Ck i,b X(0\a il r llnr 3 IbS_CIv, , R-o, 6Cc , 3 27-7i 2. GENERAL DESCRIPTION OF IMPROVEMENT: Replace exterior doors 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: David and Janice Richards 633 L'-..vacs Ce rt /Qv t=q,w o7t I F1. 3 27sC Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: u4 -- ---- Address: 1j 4. CONTRACTOR: Name: Decker Doors, Inc. Phone Number. 407-696-0830 Address: 724 Brooks Ct. Winter Springs FL 32708 5. SURETY (If applicable, a copy of the payment bond is attached); Name: N/A Address: t, Al Amount of Bond: S. LENDER: Name: NIA Phone Number: N/A Address: I' /A _-- 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713. 13(1)(a)7., Florida Statutes, Name: t4 (A Phone Number. In addition, Owner designates Of 1 j ( A to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number. T4 /^ 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) N j WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Qc l - a ar W.ner or Losses, or Owners or Lessee's Itwdzed Omeer/0lroctorlPertnerlManapep David or Janice Richards Print Name and Provide Sipnetory'aTlrelOmce) State - of ov% County of /',2Q (,L., -_ ,/I The, foregoing Instrument was acknowledged before me this day of v G " r- N /4 by _ 7X L, i' C, o v Who is personally known tome El OR Name or person me" Wtormnl Q who has produced identification E, type of identification produced: " 3 SAMUEL GONZALEZ 4NOTARY PUBLIC STATE OF FLORIDA Comm# FF076776 4) IC. Expires 1/7/2018 OCT IOU 2016 EDCOPY- MARYhA E CLERK OF THE C ' T C COMPTROLL SEMMOLE LINTY' BY CLERK REQUIRED INSPECTION SEQUENCE BP# - 2-7qg BUILDING PERMIT___ Min Max Insl2ection flDescr°i tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address ) c4;r Cc. icy 4- ELECTRICAL PERMIT Min Max Ins ection Descr°i tll®n Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max lens eed n Descr i fion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMT Min- Max Ins ection Descr i tion Mechanical Rough Mechanical Final Min Max Gas Unde Gas Roug Gas Final Il REVISED: June 2014 11i Cn N v Lo CD m 8n r_ DC)D 0 -.4Zm z=U'm=cnM Cl) To m Z D m 7oZCD0 ,M--i 0>00-n C l) z07rm0000 1TEmOmOD 0Do_4> OODzv,_ = ao M" 0'ZzM:C) Om00mnm0 ccn: D >-n`cn S0mK-- jmDm x —MMzv 3oz0 0z< c MCA mDWqW iDD Zr U) 0 B D m g o RJ ar s Rt61d-hcs-- z 0 oc M 9z n m Opening will meet 35 PSF +/- requirement Rtvlau, Door SlQ6 R Jaw Qcr r Sly l;r n O d Od C Florida Building Code Online https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGE... f. x. £ 2' a `"' BCIS Home ! Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications % FBC Staff BCIS Site Map:. Links Search Busiries '' f 1 Tip`-' 1 rofessi ( I Product Approval 0111 USER: Public User qvy rmidilir l l l!III;.f11"llkl9' il l Product Approval Menu > Product_oi Appll[ation Search > Applioat9n List > Application Detail FL # Application Type FL4904-R7 Affirmation Code Version 2014 Application Status Approved 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 M Masonite International 1955 Powis Road West Chicago, IL 60185 615)441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com v1LD/N0 SANFORD k) Rl N0, 1 6 - 2 7 9 8 Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute, Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 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 G Yes 01 No t" N/A Product Approval Method Method 1 Option A 1 of 4 6/29/2015 6:01 PM Florida Building Code Online https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGE... Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 Summary of Products FL # Model, Number or Name i Description 4904.1 Wood -edge Steel Side -Hinged Door 11 6'-8" Opaque I/S and O/S Single Door Units Limits of Use i Certification Agency CertificateApprovedforuseinHVHZ: Yes FL49.0.4 R7 C_CAC NI00611%01,pdf Approved for use outside HVHZ: Yes i Quality Assurance Contract Expiration Date j Impact Resistant: Yes 12/31/2020 j Design Pressure: +76.0/-76.0 f Installation Instructions i Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0128,.pdf 1 Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Zone, and where pressure requirements as determined by Institute ASCE 7, Minimum Design Loads for Buildings and Other i Created by Independent Third Party: j Structures, does not exceed the design pressures listed. Evaluation Reports 3'-0" x 6'-8" max nominal size. When large missile impact 1 FL4904 R7_AE_504A_.pdf resistance is required, hurricane protective system is NOT I Created by Independent Third Party: Yes required. See DWG-MA-FLO128-05 for details. 4904.2 Wood -edge Steel Side -Hinged Door 1 8'-0" Opaque I/S and O/S Single Door Units rr..........._..........................................._..__.._.._.._...._.._........._........ _.. -................_.........__.__._ Limits of Use i Certification Agency Certificate Approved for use in HVHZ: Yes ! FL4904 R7_CCAC NI00611.0 02...pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 i Design Pressure: +70.0/-70.0 i Installation Instructions Other: Evaluated for use in locations adhering to the 1 FL4904 R7 II FL0129.odf Florida Building Code including the High Velocity Hurricane j Verified By: National Accreditation & Management Zone, and where pressure requirements as determined by 1 Institute ASCE 7, Minimum Design Loads for Buildings and Other I Created by Independent Third Party: Structures, does not exceed the design pressures listed. Evaluation Reports 1 3'-0" x 8'-0" max nominal size. When large missile impact j FL4904 R7_AE_503A.pdf resistanceisrequired, hurricane protective system is NOT Created by Independent Third Party: Yes required. See DWG-MA-FLO129-05 for details. 4904. 3 Wood edge Steel Side Hinged Door 1 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate I Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.01_.pdf 1 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes i 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R_7 11 FL0.1_.28_._pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Zone, and where pressure requirements as determined by i Institute ASCE 7, Minimum Design Loads for Buildings and Other Created by Independent Third Party: i Structures, does not exceed the design pressures listed. Evaluation Reports 12'- 0" x 6'-8" max nominal size. When large missile impact FL4604_R7_AE_502A:.pdf resistance is required, hurricane protective system is NOT i Created by Independent Third Party: Yes required on opaque panels, but is required on glazed panels. See DWG-MA-FL0128-05. f i............................................................. .._.._.__................... ................................... ................... ................_.__.._.................._.._............................... ......._..................._..................._..................... ._........................................ 4904. 4 Wood -edge Steel Side -Hinged Door; 8'-0" Opaque I/S Door w/ or w/o Sidelites I Units I L-imits of Use Certification Agency Certificate^ _ — -- Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.02.odf Approved for use outside HVHZ: Yes { Quality Assurance Contract Expiration Date Impact Resistant: Yes { 12/31/2020 Design Pressure: +45.0/-50.0 ; Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7_II_FL0129_..pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management j Zone, and where pressure requirements as determined by Institute ASCE 7, Minimum Design Loads for Buildings and Other Created by Independent Third Party: Structures, does not exceed the design pressures listed. Evaluation Reports 12'- 0" x 8'-U" max nominal size. When large missile impact i FL4904 R7 AE S01A.odf resistance is required, hurricane protective system is NOT Created by Independent Third Party: Yes required on opaque panels, but is required on glazed panels. See DWG-MA-FL0129-05. i 2 of 4 6/29/2015 6:01 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE... 4904.5 Wood -edge Steel Side -Hinged Door! 8'-0" Opaque O/S w/ or w/o Sidelites — Units Limits of Use 1 Certification Agency Certificate { Approved for use in HVHZ: Yes FL4904_R7 C_CAC_NI006.1.10 Q_Zpf { Approved for use outside HVHZ: Yes i Quality Assurance Contract Expiration Date i Impact Resistant: Yes 12/31/2020 Design Pressure: +50.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the i FL4904 R7 II FL0129.1)df Florida Building Code including the High Velocity Hurricane I Verified By: National Accreditation & Management Zone, and where pressure requirements as determined by Institute j ASCE 7, Minimum Design Loads for Buildings and Other Created by Independent Third Party: Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact Evaluation Reports j FL4904-97_AE-5OIA_.pdf I resistance is required, hurricane protective system is NOT Created by Independent Third Party: Yes I required on opaque panels, but is required on glazed panels. See DWG-MA-FL0129-05. 4904.6 Wood -edge Steel Side -Hinged Door' 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate j Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.03.Ddf i Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date I Impact Resistant: No 12/31/2020 Design Pressure: +50.5/-50.5 1 Installation Instructions 1 Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0130.Ddf { Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Zone, and where pressure requirements as determined by j Institute ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design listed. I Created by Independent Third Party: Evaluation Reportspressuresi12'-0" x 6'-8" max nominal size. When large missile impact I EL4904 R7—AE_50....2..A,.pdf resistance is required, hurricane protective system is j Created by Independent Third Party: Yes required. See DWG-MA-FLO130-05 for details. l.................... _ _ 1 4904.7 Wood -edge Steel Side -Hinged Door! 8'-0" Glazed I/S Door w/ or w/o Sidelites I Units Limits of Use Certification Agency Certificate i Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.04.odf l Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +40.0/-45.0 Installation Instructions i I Other: Evaluated for use in locations adhering to the FL4904 R7 II FL013_Lp(Lf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management j 1 Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Institute { Created by Independent Third Party: Structures, does not exceed the design pressures listed. Evaluation Reports 12'-0" x 8'-0" max nominal size. When large missile impact FL4904 R7 AE 501A.odf resistance is required, hurricane protective system is Created by Independent Third Party: Yes required. See DWG-MA-FLO131-05 for details. i 1 4904.8 Wood -edge Steel Side -Hinged Door! 8'-0" Glazed O/S Door w/ or w/o Sidelites j Units Limits of Use j Certification Agency Certificate { 1 Approved for use in HVHZ: Yes FL49.0.4_R7_C CAC 0061-1-0. 04,pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 1 I Design Pressure: + 45.0/-40.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0131.Ddf Florida Building Code including the High Velocity Hurricane 1 Verified By: National Accreditation & Management Zone, and where pressure requirements as determined by j Institute ASCE 7, Minimum Design Loads for Buildings and Other Created by Independent Third Party: Structures, does not exceed the design pressures listed. Evaluation Reports i 12'-0" x 8'-0" max nominal size. When large missile impact 1 FL4904 R7 AE 501A_.df resistance is required, hurricane protective system is Created by Independent Third Party: Yes required. See DWG- MA-FLO131-05 for details. Badc! Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send 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 persona! 3 of 4 6/29/2015 6:01 PM NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI006110.03 1955 Powis Road Certification Date: 07/23/2005 West Chicago, IL 60185 Expiration Date: 12/31/2020 Revision Date: 11/21/2014 Product: Wood -Edge Steel Glazed Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites w/Wood Frame unless noted) Specification: TAS 202 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 Listing at www.Naniieertification.coni. NAMI's Certification Pro ram is accredited b The American National Standards Institute ANSI) 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" 50.51-50.5 2.86 psf No NCTL-210-2930-7 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FLO130-05 X O/S Glazed 3'0" x 6'8" 50.51-50.5 7.60 psf No NCTL-210-2930-7 Single Maximum Panel Size: 3'0" x 618" Anchor Detail-MA-FLO130-05 XX I/S Glazed 6'0" x 6'8" 50.5/-50.5 2.86 psf No NCTL-210-2930-7 Double Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FLO130-05 XX O/S Glazed 6'0" x 6'8" 50.51-50.5 7.60 psf No NCTL-210-2930-7 Double Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FLO130-05 XO/OX I/S Glazed Door 6'0" x 6'8" 50.51-50.5 2.86 psf Door -No NCTL-210-2930-7 Single w/Sidelite Glazed Sidelite Sidelite-No MA-WLOI 15/16/17/18/19/20/21-02 Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FLO130-05 XO/OX O/S Glazed Door 6'0" x 6'8" 50.5/-50.5 7.60 psf Door -No NCTL-210-2930-7 Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FLO130-05 OXO I/S Glazed Door 9'0" x 6'8" 50.5/-50.5 2.86 psf Door -No NCTL-210-2930-7 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0130-05 OXO O/S Glazed Door 9'0" x 6'8" 50.51-50.5 7.60 psf Door -No NCTL-210-2930-7 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FLO130-05 OXXO I/S Glazed Doors 12'6" x 6'8" 50.51-50.5 2.86 psf Doors -No NCTL-210-2930-7 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail -MA-FL0 130-05 OXXO O/S Glazed Doors 12'6" x 6'8" 50.51-50.5 7.60 psf Doors -No NCTL-210-2930-7 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FLO130-05 X I/S Glazed Ventlite 3'0" x 6'8" 55.01-55.0 2.86 psf No NCTL-210-3461-1 Single Maximum Panel Size: 3'0" x 6W' Anchor Detail-MA-FL0130-05 X O/S Glazed Ventlite 3'0" x 6'8" 55.01-55.0 0.0 psf No NCTL-210-3461-1SingleFMaximumPanelSize: 3'0" x 6'8" Anchor Detail-MA-FLO130-05 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. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Manufacturer: Masonite Report #: 502A 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-FLO162-07 DWG-MA-FLO122-05 DWG-MA-FLO134-05 DWG-MA-FLO151-06 DWG-MA-FLO168-07 DWG-MA-FLO124-05 DWG-MA-FLO140-05 DWG-MA-FLO153-06 DWG-MA-FLO170-07 DWG-MA-FLO126-05 DWG-MA-FLO142-05 DWG-MA-FLO155-06 DWG-MA-FLO172-07 DWG-MA-FLO128-05 DWG-MA-FLO143-05 DWG-MA-FLO156-06 DWG-MA-FLO174-07 DWG-MA-FLO130-05 DWG-MA-FLO146-06 DWG-MA-FLO160-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw NDS 2005,11.3) Side member: Douglas Fir -Larch Main member: Spruce -Pine -Fir 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 Minimum required penetration: 1.330 in Screw bending yield strength: Fyb = 80,000 psi Duration Factor: CD = 1.6 Tabulated lateral design value: Z= 107.0 Ibs Allowable Design Value: Z.= 171 Ibs/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: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = 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 = 197 Ibs Actual edge distance: 2.50 in Design value per interpolation: Z = 189 Ibs Allowable Design Value: Z'= 189 Ibs/anchor Minimum anchor capacity: 171 Ibs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors Double. Pressure against stops with bump threshold: 36.38 36.38 r Design pressure: 60.0 psf I M 79.25 72.75 Zone Area zft) Load Ibs) Ind. in) Max. O.C. in) Anchor ResultCap. Ibs) Q Load Ibs) Al 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 1 463 1 N/A I N/A 171 3 154 OK Luis R. Lomas P.E. FL No.: 62514 1 of 4 1 /7/2010 Luis R. Lomas P. E. 1432 Woodford Rd- Manufacturer: Masonite Lewisville, NC 27023 Report #: 502A 336-945-9695 Date: 12/29/09 Double. Pressure away from stops: 36.38 36.38 I I Al ---- Al 79.25 I - Design pressure: 60.0 psf Max. Anchor Area Load Ind. Cap. Q LoadZone 2ft) Ibs) in) O.C. Result in) Ibs) Ibs) AI 10.0 601 6.00 21.00 171 5 120 OK A2 10.0 601 N/A N/A 171 4 150 OK 72.75 Double. Pressure against stops with saddle threshold: 36.38 36.38 Design pressure: 60.0 psf Mr-, 79.25 72.75 Zone Area Zft) Load Ibs) Ind. in) Max. O.C. in) Anchor ResultCap. Ibs) Q Load Ibs) A, 2.3 138 N/A N/A 171 1 138 OK Az 8.9 532 6.00 21.00 171 5 106 OK A3 7.7 463 N/A N/A 171 3 154 OK A4 10.0 601 N/A N/A 171 4 150 OK Double with sidelites. Pressure against stops with bump threshold: 37.50 36.38 36.38 37.50 Alr A4 AA4 Al I 3 A A Al A4 A4 Al 79.25 147.75 Double with sidelites. Pressure away from stops: 37.50 36.38 36.38 37.50 Al Al A2 L 3 1 3 . A2 79.25 3 A4 A3 Al Al 147.75 Double with sidelites. Pressure against stops with saddle threshold: 37.50 36.38 36.38 37.50 Al Y 6 Y Al A2 A4 A7 A4 A Al Al 79.25 147.75 1 2of4 Design pressure: 60-0 Dsf Zone Area zft) Load Ibs) Ind. in) Max. O.C. in) Anchor ResultCap. Ibs) QtY Load Ibs) Al 2.4 146 N/A N/A 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 1 7.8 1 468 1 N/A N/A 171 3 156 OK A4 2-3 138 N/A N/A 171 1 138 OK A5 7.7 463 N/A N/A 171 3 154 OK Design pressure: 60.0 Dsf Zone Area Zft) Load Ibs) Ind. in) Max. O.C. in) Anchor ResultCap. Ibs) QtY Load Ibs) AI 2.4 146 N/A N/A 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 8.9 537 1 N/A N/A 171 4 134 1 OK A4 10.0 601 1 N/A N/A 171 4 150 1 OK Desiqn pressure: 60.0 psf Zone Area zft) Load Ibs) Ind. in) Max. O.C. in) Anchor ResultCap. Ibs) QtY Load Ibs) Al 2.4 146 N/A N/A 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 1 7.8 1 468 N/A N/A 171 3 156 OK A4 8.9 537 N/A N/A 171 4 134 OK A5 2.3 138 N/A N/A 171 1 138 OK A6 7.7 463 N/A N/A 171 3 154 OK A7 10.0 601 N/A N/A 171 4 150 OK Luis R. Lomas P.E. FL No.: 62514 1 /7/2010 Luis R. Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Anchor Locations: 1 a Z 0 1O m i i 1 t I a Ci o vCi i m Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 1 Y) fLbf ffiCj TAT QF .. O'er . k Luis R. Lomas P.E. FL No.: 62514 3 of 4 1 /7/2010 Double door with sidelites Manufacturer: Masonite Report #: 502A Date: 12/29/09 Luis R. Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Anchor Locations: Double door 36.38 -j- 36.38 79.25 6.00 TYP. — — 6.00 1 13.45 MAX.. O.C. L — 6.00 1 6.00 TYP. — 18.19 TYP. —I 3.00 TYP. --- Manufacturer: Masonite Report #: 502A Date: 12/29/09 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. okkI1tt!/I/ f 51 TAiTE OF NAL Luis R. Lomas P.E. FL No.: 62514 4 of 4 1 /7/2010 cro 149"' MAX. OVERALL FRAME WIDTH 2 - crialch` o SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 21" MAX 36.375" MAX. D.L.O. -- -- PANEL WIDTH - 37.5" MAX. 6'-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES IW/ASTRAGAL I FRAME WIDTH ' cr- J z cD GENERAL NOTES - W O U I. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE W _ REQUIREMENTSASDETERMINEDBYASCE7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, I o ~ DOES NOT EXCEED THE DESIGN PRESSURES LISTED. w N O 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. x co W Q3, IN THE HVHZ, FACTORY PRIMEC DOORS MUST BE PAINTED IN O ACCORCANCE WITH SECTION 2220 Of THE fBC. w - I = n4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 'o d AND SMOKE DEVELOPED INDEX OF 50 PER ASTM E84. w I 5. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT `j o oNo z U W O y z C u N COMPARATIVE TENSILE STRENGTH AFTER WEATHERING > o ¢ a 4500 HOURS XENON ARC METHOD 1 a O ¢ DOUBLE DOOR UNIT W/SIDELITES a a Addendlm io NAMI co V) 000 330NInCerlfiationNo.: o a y RevzvBdBy. z I DaleReviewed''. !' z LJJW v C H DC W Uw~I z N> Z OQ U U w N LA O Z 0 O S ¢ e e e a 1 I O w O] N h Ll SINGLE DOOR UNIT OOUBI-E DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE COOR UNIT W/SIDELITES SINGLE DOOR UNIT WITH SIDELITE WITH SIDELITE WITH VENTLITE w o U m ¢ Z TABLE OF CONTENTS GATE: ]? ? CGS SCALE: N.I.S. SHEET // DESCRIPTION DWG. BY: SWS 1 ( TYPICAL ELEVATIONS & GENERAL NOTES 2 IANCHORING LOCATIONS & DETAILS CHK. BY: 3 ANCHORING LOCATIONS & DETAILS KURT BALTHAZOR DRAWING NO.. FLORIDA P.E. OWG- MA-FLO13o-05 J/ 56533 _ SHEET OF 3 l SELF IGNff10N TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM D535 0.77 IN/MIN SMOKE DENSITY ASTM D2843 13.4% TENSILE STRENGTH' ASTM 0638 7.507, DIFF DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE IS% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING X 37.5 50.5 -50.5 50.5 -50.5 19.0 -19.0 50.5 -50.5 XX 74 50.5 -50.5 50.5 -50.5 79.0 -19.0 50.5 -50.5 OX or XO 75 50.5 -50.5 50.5 -50.5 19.0 -19.0 50.5 -50.5 CXO 112.5 50.5 -50.5 50.5 -50.5 19.0 -19.0 50.5 -50.5 OXXO 149 50.5 -50.5 50.5 -50.5 I +19.0 X - VENT 37.5 55.0 -55.0 55A -55.0 N A N A 3" — SEE DETAIL 3" — 6" SEE DETAIL E 3,. — 6" 6" 6" — 6„ 6" 0 U lJ— 0- J a a o 6' 3" 1 1 1 6 I I 6 — I III I W U a SEE DETAIL J a 0 C, Addendum to NAMI CediticaO No: V r 6s> 11 Reviewed RS Date Re := C, /j_ 8 x 2-1/2" # 70 x 2 #8 x 2-1/2 10 x 5/8" x 2-1/2" #10 x 1"# 10 x 5/8"li#8 10 x 3/4" 10 x 2" DETAIL "E" ASTRAGAL FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" 1.375I INSWING THRESHOLD STRIKE PLATE TO FRAME DETAIL "C„ AS SHOWN. TYPICAL 0.962" OUTSWING THRESHOLD EE DETAIL c" ASTRAGAL RETAINER BOLT HOLE 6 MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE SiRUCiURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL 1: Un o °Q U •o G C J ti cc Z 0- ZzLU co IG (1/8" TEMP. CLASS) DOW 995 OPTIONAL INSERT ALAWM, STEEL ORR BUTYLYL SPACER 1 /2" BITE 0 R6 X 1-1/2" PHS DATE: 7117105 SCALE: N. T. S. DWG. BY: SINSJ^, •y- ; DOW 995 EXTERIOR INTERIOp DRA'WNG NO. TYPICAL GLAZING DETAIL OWC-MA-FLOIJO-05 SHEEP 2 OF 3 SEE DETAIL C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. 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 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1 /2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 1 2" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 L3S. L 3" i I 0 NN w U 0- SEE DETAIL D" SHT. 2 VII0 a w w O Nf dI G f f 3" HARDWARE SCHEDULE 1. KWIKSETJERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 0 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES 1,50" MIN — MAXI' SHIM CL— ru'I TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.25" MIN — 0.25" MAXSHIM CL —I — Sn?j TYPICAL MASONRY ANCHOR INSTALLATION Addendum to NAMI CelEicalbn No.: o , a _ 9 v Reviewed By. Date Rev'ev , H IIn Z Ln OU) LLI DATE: 7111105 SCALE: N. T S. DwG. BY: SWS C.IK. eY: ORAMNG NO.: 3 OF Florida Building Code CJnime nups://www.iioriciaowiciing,orgtpripr_app_aEi.aspx!param=wut... x "'! >G ^ 3Y f w h z• F , stc 4 S Y } . , y H fi 2 'Y '.. d C1P' w`H T'.a7 Y7 •-W.fa: S Xr "Whc"' 'YS:.Yw:' .?.-w L' h f"'> Ctk+n y 'e3— C' i' Sy 5C6 Home Log in User Registration ! Hot Topic gigg--tcc Su7nit Surcrz:ge Skz`s &Fad PubL2tions FCC Staff i 6C3 Site Map E Lmta ? Search r `' ' ( x yyyyy `Product ApprovalProt'...i.itI E 4USE2: Pubic User . s e.;" r•at:R:. ?rDlJU ' ii30:OV2I ,N;Er1_jl > Pmdxi yorACj.`G, 2_D 2"Gi > Ap_pEUon L5 > Appri on Detail 5 r y' FL # FL17798 Application Type New Code Version. 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and rati led 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 Date Approved Masonite International 1955 Powis Road West Chicago, IL 60185 615) 441-4258 sschreiber@masonite. com Steve Schreiber sschreiber@masonite. com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or !fisting National Accreditation & Management Institute National Accreditation & Management Institute, Standard TAS 202 Method 1 Option A 06/ 12/2015 06/ 15/2015 06/ 21/2015 Year 1994 of 3 8/23/2015 6:15 AM lorida Bwlcling mode Uffline https://www-tloridabLtilding.orepr/pr_app_dti.aspx?param--vGE... Summary of Products FL # Model, Number or Name DescriBtion 17798.1 Fir Wood Side -Hinged Door Unit 6'-S' Single or Double Opaque Inswing 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: +50.0/-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, Minimum Design Loads for Buildings and Other Structures; does not exceed the pressures listed. When large missile impact resistance is required, hurricane protective system is required. See DWG-MA-FLO155-06 for additional details. 17798.2 Fir Wood Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant- No Design Pressure: +55.0/-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, Minimum Design Loads for Buildings and Other Structures, does not exceed the pressures listed. When large missile impact resistance is required, hurricane protective system is required. See DWG-MA-FL0155-06 for additional details. Certification Agency Certificate L17793_ 00 _C CAC NI006721.02.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL17798 RO `I FLrs155.odf Verified By: National Accreditation & Management Institute Created by independent Third Party: Evaluation Reports FL177982 0 AE 502B.odf Created by Independent Third Parry: Yes 61-8" Single or Double Opaque Outswing Door w/ or w/o Sidelites Certification Agency Certificate L?7798 PO C CAC NI006721.02.odf Quality Assurance Contract Expiration Date 1-2/31/2020 Installation Instructions FL2779$ RO II FL0155_odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL17798 20 AE 5G2B_Ddf Created by Independent Third Party: Yes 17798.3 Fir Wood Side -Hinged Door Unit 16'-8' Single or Double Glazed inswing 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: +47.5/-47.5 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, Minimum Design Loads for Buildings and Other Structures, does not exceed the pressures listed. When large missile impact resistance is required, hurricane protective system is required. See DWG-MA-FL0156-06 for additional details. 17798.4 Fir Wood Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure:=47.5/-47.5 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, Minimum Design Loads for Buildings and Other Structures, does not exceed the pressures listed. When large missile impact resistance is required, hurricane protective system is required. See DWG-MA-FL0156-06 for additional details. Certification Agency Certificate FL17798_RO C CAC NI006721.01.odr" Quality Assurance Contract Expiration Date 1-2/31/2020 Installation Instructions FL17798 PO H FL 0156.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL17798 PO AE 5026.odr Created by Independent Third Party: Yes 6'-8' Single or Double Glazed Outswing Door w/ or w/o Sidelites Certification Agency Certificate FL17798 RO C CAC NI006721.0I.Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL17798 PO II FLO156.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL' 98 RO AE 502B-odf Created by independent Third Party: Yes psi i c iv— C—tart U, :: 1940 North Moome qttreetT,,11ahasseeF[ 32a22 ?hone, 8SO-487-1824 The State of Florida is an AA/rT4 employer. -ht 2007- 02 1zStateofFlorida :: orvac Statement :: Acces,hTw Stat m nt :: Refund Statement 2 of 3 8/23/2015 6:15 AM FVL ruG YJ li1Lu192- i..uuc IJtLLLLG mEps://www.iionoat)wlctlrl&org/pr/pr_app_dti.aspx?param=wGE... Under Flo nda law, email addresses are public records. 7 you to not want your a-.maL address released it response to a pub[C-records request, do not send electronic mad to this entity. instead, contact the office by phone or by L2drbonal mail J you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Fionda Statutes, e. echve October!, 2012, [censees licensed under Chapf-r 455, P.S. mum provide the Department with an email address if they have one. The emails provided maybe used !or ofPKai communication wn the tcensee. However email addresses are pubes record. , you do not wsh to supply a personal address, please provide the Department with an emal address which can be made available to the pubG-. To determine if you are a [censee under Chapter 455, P.S., please dick here . Product Approval Accepts: F- 71 4 9 of 3 8/23/2015 6:15 AM NOTICE OF PRODUCTT CERTI ICA7 ON Company: Masonite International Corporatiou Certification No.: N1006721.02 1955 Powis Road Certification Bate: 09/22/2006 West Chicago, IL 60185 Expiration Date: 12/31/2020 Revision Dote: 11/21/2014 Product: Fir Opaque Inswing or Outswing Wood Door w/ or w/o Non -Impact Rated Sidelites w/Wood Frame unless noted) Specification: PA 202/TAS 202/ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the lwod ct as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria 1 as been satisfied. This product has been approved for listing witl in NAMI's Certified Product Listing at a wwAamicertificatiou.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Structural Water Missile Pest Report Number Configuration o• o• Maxi uum Design Test Impact Drawing Number & Outswin r Opaque Pressure Pressure Rated Comments X US Opaque Size_ 3'0" x 6'8" 50/-55 2.86 psf No NCI'L-210-3313-1 ^-- -- Single Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA.•CL.0155-06 X O/S Opaque 3'0" x 6'8" 55/-55 5.25 psf No NCTL-210-3313-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-F1.015.5-06 XX i/S Opaque 6'0" x 6'8" - 50/-55 2.86 psf No -- NC'rL-210-3313-1 --^- Doable Maximum Panel Size: 3'0" x 6'8" AnchorDetails-MA-PL0155-06 XX O/S Opaque 6'0" x 618" 55/-55 5.25 psf No NCTL-210-3313-1 Doable Maximum Panel Size: 3'0" x6'8" I/S -- Anchor Details-MA-1:1.0155-06 XO/OX_ Opaque 6'0" x 6'8__—_—^ 50/-55^ 2.86 psf - Door-No NCl'I: 210-3313-1 Single IV/Sidelite Glazed Sidelite Siclelite-No Maximum Panel Size: 3'0" x6`8' Anchor Details••MA-PL0155-06 XO/OX O/S Opaque 5.25 pst' Door -No NCI'L-210-3313-1 Single w/Siclelite Glazed Sidelite Sidclite-No Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-I,L0155-06 OXO i/S Opaque 5'0" x 6'8" 50/-55 2.86 psf _ Door -No NCTL-210.-3313-1 Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Dctails-MA-hL0155-06 OXO O/S Opaque 5'0" x 6'8" 55/-55 5.25 psf Door -No NCTL-210-3313-1 Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-rL.0155-06 OXXO i/S Opaque 8'0" x 6'8" 50/-55 2.86 psf Doors -No NCTL: 210-3313-1 Doable w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0155-06 OXXO O/S Opaque 8'0" x 6'8" 55/-55 5.25 psf Doors -No NCTL.-210-3313-1 Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-PL0155-06 National Accreditation & Management Institute, Ine./4794 George Washington Memorial Highway/flayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AU'rH.ORIZE 9 SIGNA'rURE: Luis Q. Lomas P.E. 233 W rdaln sr M2nU`aCtUer: Masonite Dannlle. VA 24541 Rene, t 4: 502E 434- 8 609 Date: 05/21/2015 lllornas(Oilrlornasoe.com Product' Double Door with sidelites 12 4W Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to subs7ate, and it applies only to the product described herein. These calculators; comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWC-iVA-FLO120-05 DWGM-,N-FL0132-05 DWG-MP-FL0147-06 DWG -MA IL0152-07 DWC-MA-FL0122-05 DWC-Mile-FL0134-05 DWC-MA-FL0151-06 DW(34VA-FL0158-07 DWC-MA-FL0124-05 DWG-MA-FLO140-05 DWG-MXFL0i53-06 DWG-MA-FL0170-07 DWG-MA-FL0126-05 DWG-VA-FL0142-05 DWG -MA FLO155.06 DWG4MA-FL0172-07 DWG-Mfi-FLO128-05 DVdG4fA-FL0143-05 7WC-A&FLO156-05 DWC-MA-FLO174-07 DWG-MA-FL0130-05 DWG Mi A-sL0146-05 DWC-4VIA-FL0160-07 Oink-MAAFL0175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 1/4" Tepcon, for masonry installation Anchor capacity in shear condition: 5clid rtenbes w/ & w/a_r gcp: Festen. r type: #10 caod sc ew Roat eivmte.^: D. 0.152 in Akin:mJ.T. required p-tm--..: P: 1.140 in Side men er: D-91cs Fir-te6, Sick .^..erber thicki e. t,= Loco in Side member doeel be_ ino st.-engtn: F- = 4,650 psi Side member dowel ixnring IenoY.: 1- loco in Male I„ Mode i. Made am= 5092 lbs/'m qs= 707 lb./in A: 0.0008 P = 580.5 Ibs P = 707 ibs B: L07 Kp = 2.200 Ko = 2200 C: 342.139 Z'= 264 Ibs Z= 321 Ibs P = 265 ibs 22 Min. Design im: Z= 107 Ibs Z= 120 Ibs DtTation Factor: Co a L6 Allowable Design Value (ZCo): Z'= 171 Ibs/enchor NDS 2012, TR12) C-ap: g: 0.0000 in 1Aormnt cM 0.0000 in See. bendino yield strumtN: c, = 80.000 psi 1A.Er. member: S.-e-om.-Fir Mcm n-,be.- thic'.atess: "= 15co in Mein member dowel tied^ strength: _P = 3.350 psi M.in mer, ne- daael b-..- lh: f" = 1.140 in lode - 104de =, Mode IV A: 0.00120 A: 0.00131 A: 0.001689 B: 0.57 B: 0.5 8: 0.000 C:- 22.263 C:-223.524 C: 93.6 462 in-lbs Mm = 46.8 in-Ibs P = 246 Ibs P = 263 Ibs 235 ros k'= 2.2 Ko= 2.2 Ko= 2.2 Z= 112 Ibs Z= 119 [bs Z= 107 ras Fastener type: 1/4" 1TW Tnpcon N.O.A. 2-0816.06 subst cite: FbIlow block Minimum e^inedmeit: 1.25 in Edge dirt- 4.00 in Ta6u!aied shear desien vei- Z = 202 Ibs Edge disc- 2.00 io Tcndcted shear desien vciue: Z = 161 Ibs Act- 1 edge distance: 2.50 in Redaction ;ccter. 0.85 Spade: 4.00 in TtiuL.ed shed design wlm Z = 202 Ibs 5pocina: 2.00 in TabuL"ted sh- de5:un ti^1. Z = 166 lbs Ac- f-I spec:.;: 3.00 in Reducticr. 4ccror: 0.91 Allowable Design Vdue (Vf ): Z"= 156 Ibs/onc-,nr Minim= = cnor apadty: 156 16s/anrhor Note: Anchors with the least capacity is used far calculations to quarry arrhors wi- higher cepac^y. Anchor catculadons, r mimurir re0ulred anchors ae- 36.38 36.38 Design oresst60.0 psf 1 Ai A: IIAo} 79. 25 At At l 72. T 37.50 36.38 36.38 37.50 All Y_ ' Y_ A4 A4 Y Al 3Y A2 5 13 J A*. ASA4AtE 147. 75 79.25 Area Anchor Zane 2 Otis) ind. (in)! O.C. f Cep. Load Result Cn) l ( Ic's) At 2. 3 138 N/A N/A 56 1 138 OK AZ f 7.7 463 6.00 1 ZL00 156 5 93 Gle A3 7. 7 463 NIA NIA 1 56 3 154 OK tbesicn nressum 60A psf Zane Ares load I°s) ind. (in) Mr . Anchor O.C. Cap. Load Result Cn) (Ibs) Cbs) A< 2. 4 146 N/A NIA f 156 1 146 OK AZ 7. 9 473 6.00 21DO S 56 5 95 OK Ag 7. 8 468 N/A NIA 1-56 4 117 OK A4 2. 3 138 NIA N/A 56 1 138 OK 7.7 463 N/A NIA ; 56 3 154 OK Lids R. Lomas P.E. FL No.: 62514 1 of 3 5/28/2015 Luis R. Lomas P.E. 233 W Main St Danville, VA 24541 434-688-0E09 diom asair€omasoe.com Anchor Locations: Double door with sidelftes Manufacturer. Masonite Report #: 502B Date: 0512112015 o jl f i ve T - om ti I i l i I Z I T o o wr I d o C6O Io ' x —, iJ C l_ 1 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. Luis R. Lomas P.E. FL No.: 62514 2of3 5/2&/2015 Luis P. Lomas P. E. 233 W Me h St DanvlLle, VA 24 A1 434-68M609 rilomas,a.ldomasoe.com Anchor Locations: Double door 36.38 35.38 6.00 'tYR 1 6.00 IYiYP. P. i - - 18.19 TYP, 3.00 I I Q II6.00 13.45 MAX, O. C. a 79. 25 i- 6. 00 P I Manufacturer. Masonite Report*-. 502B Date: 05/ 2112015 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. Luis R. Lomas P. E. FL No.: 62514 3 of 3 5/28/2015 SIDE -HINGED FIR WOOD DOOR UNIT W-8" DOUBLE DOOR WITH / WITHOUT SIDELITES ffm13AL_NmS I. 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 TIME DESIGN PRESSURES LISTED. 2. IF LARGE MISSILE IMPACT RESISTANCE IS REQUIRED, HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. ONE I.ITE SIDELITES GLAZED WITH 1/2" INSULATED GLASS. TDL SIDELITES GLAZED WITH 7/32" TEMPERED. w -- - 101.5" MAX. OVERALL FRAYF. MOTH-- - 6.75" MAX 36.375" MAX. D..0. PANEL WIDTH 13.5" MAX. W/ASTRAGAL a FRAME WIDTH J OtMO Ll L.A E_j pQLII3LE DOOR uon_w/..SIP.P,•IILS ao oa oo MLO-o u°u u o° u SINGLE D00R UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR lUNli z1pGLE p DR UNIT W/SIDELITES YLLTt.L..3MLTE WITH s1OELITE Addordum to NAM CplifinatioltFb.:. .7:00 ,j- OetoRedev ro6 TDL MAX D.L.O. 6.75" X 72" n 0 F-111 0 u oo r 1zO.416LE-.DOOR UNIT W/SIDELIT[$ WHERE WATCI IN TTR'XTRW'P- ERFORM-ANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE orate: g 22 p6TABLEOFCONTENTSCONFIGFAX91TH . IN$ I G SWI INSWING OUTSWWING -- s scwse N.T S. SHEET DESCRIPTION X 3 ,5 5 0 5.0 a• 0 a3 r0 - 5' 0 F OwP. m: SWS1TYPICALELEVATIONS &GENERA NO ES '-X 7 +:iF)1 0 -5.0 + 9. - +1 .0-19.0'a35.6 '-Ta.O 9 ANC ORING LOCATIONS DETAILS OX or, XO 51 +50.0 -55.0 +55. -5.0 119.0 -19.0 +35.0 -35.0 cltK. er; 3 AN HO ING LOCATIONS & ETAIL OXO + .0 -: 5. + 3. - . + .0 -19.0 h35.0 -35.0 KURT BALTNA7.OR ORAWINO NO.: XXO 101.5 + 0.0 -55.0 +. 5.0 _ -5 . - +19.0 -19.0 +35. . _„3[_ FLORIDA P.E. DWG-AIA-FLOI55• 56533 _ SHEET I OF 3 3" SEE DCTAII C" 3" 8x2-112" # 10x2" 10 x 314" 8 x 2-112" ', ', #10 x i" n 10 x 314" • • e # 10 x 1" 10 x 2' M."'jL "C DETAIL) 1 T INSWIUG JHRESHOLD 0.962'1 QUMW RL-jL3E-$j: QlB 1O N U a SEE DETAIL a n N 8 x 2--112" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 6 CC DETAIL C" 6" ASTRAGAL RETAINER BOLT HOUK MUST f3E DRILLED 1i•IROUGH wl THE THRESHOLD & INTO THE STRUCTURCTURE DEEP ENOUGH FOR A 1.375" THROW OR 7/3?. :MP. naE SILICONE o INTERIOR SIDE / 2• AtkbndumlONAMI Ca6ihalbntip:;,/;rOo<.7 i Hevlewwedx ,nppo BY PIN NNL i'di 9116VIQW0ir TYPICAL. GLAZING DETAIL SCALE: N. T. S DWO. OY! SW$ CNK. IYY. MA-FLO135-0a 2 Of f SEE DETAIL C" SHT. 2 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' r r I Iti-I 3' 6 a — — 31 a . a SEC DETAIL D" $FIT. 2 ry nGJI I " e 3" —1 1— 1MIN ,LJyp 1. SI•IIM CL TYPICAL MASONRY ANCHOR INSTALLATION 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE_. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 3,.6. - .. 3„ I 3„ 6" 6.. Addendum to NAMI CatilicaUon ReNowed 6y I-IARI)WARF SCHrhUI r 1` KWIKSET SERIES 4.00 GRADE 3 CYLINDRICAL LATCH AND ^ SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE._ 2. 4" X 4" FULL- MORT181" BUTT HINGES. 1P11<J 0.q25" SHIM CL TYPICAL WOOD BUCK ANCHOR INSTALLATION 1"X12" CORRUGATED #lOX2" WOOD SCREW 3' ROM EACH END 6" FROM EACH END AND 7" OC yy AND 12" OC AC17EX c('-AUIX 4 ACjYLIC CAULK CI. i COMBINATION COMBINATION MULLION (BOXED) MULLION (BOXED) 2_) N10X2-112" wWOtO7D SCRE IS EACH END ml m COMPOSITE MULLION (INTEG to 00 e CD 0 Cr-' J Ln CU Q Ln C> o rn 1- o F N,'f. SSWSDY: DWG^MA.-FL0155-"06I SHEET 3 or 3 J