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HomeMy WebLinkAbout119 Crown Colony WayCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION A -ication No: Documented Construction Value: S 3) g103 4 Jots Address: /19 CIPtV17 IL'7010/114 /tla.a Historic District: Yes No Parcel ID: ttW - 570cS - 0600- OS30 Residential 9 Commercial hype of Work: New u Addition© Alteration Repair 0 Demo El Change of Use Move Description of Work: 6V,.D1&U_ 400z4 eA 4 U 9V J- 4e& 4a(z6 -i IAL&_,AL Plan Review Contact Person: L44 be--_,kyv Title: j!SlCly Phone: Fag: 1107- 4dG-735 1 Email: d&AenYmtz5 i9mahley,,6 I%' Property Owner Information Name & nod_T LLG Phone: W7- S>s /o7S9 Street: 7-Z2 Aw Resident of property? City, State Zip: /ly . L 3.z70/ Contractor Information Name bl-41t[l/ 1zo Phone: y07- Street: 7a`V I-3?Fag: /_/D7- e4 City, State Zip: /,dzd L/"( ' , /CG 708 State License No.: CO-- 126t7Y M Architect/ Engineer Information Name: Street City, St, Zip: _ Bonding Company: Address: Phone: Fag: 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 mill 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: Jure 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. OdVNER'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. 1- Ali Signature of Owner/Agent Date Sig -nature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Flo •ram v I)MBIEBLgNTON rCOiJMISSION # F"r 5, 2U2019 S: February 2 118646 EXPIRE publicUaderxrilers o°'r Bonded Th,u Notary 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 ID 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 Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: sF COMMENTS: Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BP# BUILDING PERMIT Min Max Inspection Descn 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: //9 Cols,-/ c.>M-t ELECTRICAL PERMIT Min Max Inspection IDescri Lion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final GYp.Up r4jQ /@gpt py{ YR4=YYPCSi': Min Max Inspection Descri Lion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Minn Max Ins ecti®n Description Mechanical Rough Mechanical Final Min I Max Gas Unde Gas Roug Gas Final n REVISED: June 2014 1gX1 k 1- %U- 1x —Nn OrI:'-Iec Oh,n-Zl ~ Abel c cAss 6- yes Property Record Card4ffaRParcel: 33-19-30-50S-0000-0550 ' T t -all Owner: TRAVIS & DHARMA LLC . -1k,;LUt i Property Address: 119 CROWN COLONY WAY SANFORD, FL 12771 — 1 Parcel Information Value Summary Parcel 33-19-30-5QS-0000.0550 Owner TRAVIS & DHARMA LLC Properly Address 119 CROWN COLONY WAY SANFORD, FL 32771 Y/ Mailing 222 NEWBURYPORT AVE ALTAMONTE SPRINGS, FL 32701 Subdivision Name CROWN COLONY SUBDIVISION Tax District Si-SANFORD DOR Use Code 01SINGLE FAMILY Exemptions Legal Description LOT 55 CROWN COLONY SUBDIVISION PB61 PGS76-78 Taxes Taxing Authority City Sanford SIWM(Saint Johns Water Management) County Bonds County General Fund Schools Sales Description WARRANTY DEED WARRANTY DEED SPECIAL WARRANTY DEED WARRANTY DEED Seminole County GIS 2017 Working 2016 Certified Values Values Valuation Method Costruarkat Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $123.417 118,107 Depreciated EXFT Value Land Value (Market) $33,000 33,000 Land Value Ag JLJStVarkat Value "` $156,417 151,107 Portability Adj Save Our Homes Adj $0 0 Amendment 1 Adj $2.492 11,175 P&GAdj $0 0 Assessed Value $153,925 139,932 Tax Amount without SOH: $2,889.47 20 6 Tax B,I(Amount $2,889.47 Tax Eslimalor Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Assessment Value Exempt Values Taxable Value 153,926 0 153,926 153,925 0 153.925 153,925 0 153,925 153,925 0 153,925 156,417 0 156A17 Date Book Page Amount Qualified VarAmp 5/112006 06260 1898 260,000 Yes Improved 511)2005 05743 0788 224,500 Yes Improved 7/1/2003 04964 1785 143,200 Yes Improved 4/112003 04779 0081 320.000 No Vacant Land Method Frontage Depth LOT Building Information Is BedrBath could ncorrecl7 Click Here, Year Built httpJ/pare6detail.scpeifl.orryParcelDetailinfo.aspx?RD=3319305QS00000550 Units Units Price 1 33,000.00 Land Value 33,000 112 2016-10-25 13:32 0264EX 4073331117 0 Lf It 66*7(o 4073331117 >> +1 407 209 0090 P 1/1 It 5 0 Page 8 of 13 No. H0264-20052 Home Improv ment Agreement PLEASE READ THIS Important additional Information regarding Customer's r Scope; This "Agrewnent" 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 ma Depot and its Authorized Service Provider will perform Install Pa merit 5che ; Payment is required irltrrrediately as follows Payment: Qf1 R4 Sales Tax: Total Amount of Sale: $ 391713_t34 I Its may be contained in an attached State Supplement. ving 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. Sue in full Immediately. If applicable. Includes all applicable discounts, rebates, and I taxes. Excludes finanoe charges.' Any interest payments or other finance charges will be determined by Customer's separate cardholder or Inan agreement, to which The Horne Depot is NOT a party, and will be in addition to Customer's ozyment under this Agreement. Customer is subject to the terms and Conditions of the cardholder or loan agreement, as applicable. No Iunds should be made payable to Authorized Service Provider; however, Authorized Service+ Provider may colect Customers payr ent(s) modo payable to The Home Depot. Anticipated DeliverAlInstallation Schedule Delivery pate; T13D Acceptance and Authorize is : 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 th of this Agreement at the time Customer signs the Agreerr information may need to be provided later and as such tt signed. Electronic Signature: The parties to the Agreement ag Agreement are intended to authenticate this writing and to h1 Customer acknowledges that he or she is the person namec sale device. CANCELLATION: CUSTOMER MAY CANCE OBLIGATION BY DELIVERING WRITTEN NOTH THIRD BUSINESS DAY AFTER SIGNING Tlh ATTACHED HERETO CONTAINS A FORM TO LAW IN CUSTOMER'S STATE. Under such circum: business days after The Home Depot's receipt of Customer, Accetatl try:• Xs t; ustcxners Signau, re r _ Finish Date: 11/ 20/201 B Home Depot to order and arrange for the delivery of all goods agrees and understands that this Agreement is the entire regard to said goods and services and supersedes all prior to said goods and services, This Agreement can not be tr and The Home Depot. Customer acknowledges and agrees r terms of and Is entitled to and has received a complete copy ant- Installation Professional' s license number and permitting s Information may be omlhed at the time this Agreement is ee that the digital signatures of the parties included in this ve the same force and effect as the use of manual signatures. on The Home Depot contract number identified on the point of THIS AGREEMENT WITHOUT PENALTY OR E TO THE HOME DEPOT BY MIDNIGHT ON THE I$ AGREEMENT. THE STATE SUPPLEMENT SE IF ONE IS SPECIFICALLY PRESCRIBED BY lances, Customer's payments) will be returned within ten (10) notice. 10/21 / 2016 Date Authorized Servf(* Pmvider' s Full Busim-,aiTrade Name, Address anu i I x License No. or NcX s)„ as applicable: Assorlate's/Authonzed Servica Provider s Full Signature Associate: Please print your salesperson's iicense nurnl*r, if applir.;yWe, t.iceliuP Nr)( s). - —--------- Authonzad Service Provider rs Tel. No r lame Depot U.S.A. Inc., 24';S PXC4 Gti; iy nod, N.W., Bldg B.'s, Atlanta, Georf11a 3o3;S9 Page 8 of 13 No. H0264-20052 Custom$r Copy W011 THIS INSTRUMENT PREPARED BY. - Name: Decker Doors Inc. Address: 724 Brooks Ct Winter Springs FL 32708 NOTICE OF COMMENCEMENT Permit Number: i La Iaq Parcel ID Number. 33-19-30-50S-0000-0550 1' 18-1'/ FRIE PIORSE, SEI'IIHOLE COUhd'ry CLERK :, IF' CIR .'UI T COURT & C:OMPTROLLEf;' CLERK' S Y 2016116591 RECOF Df_D 1.1. 03/21=116 11-510:5 7 All RE: C:ORf;ING FEES '!>:,Ci i C1 RE: C:ORTED BY hdevoi-e The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lot 55 Crown Colony Subdivision PB 61 PGS 76-78 119 Crown Colony Way Sanford FL. 32771 2. GENERAL DESCRIPTION OF IMPROVEMENT: Replace exterior doors. 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Travis & Dharma LLC 119 Crown Colony Way Sanford, FL. 32771 Interest in property: 100% Fee Simple Title Holder (if other than owner listed above) Name: Address: 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: NIA Address: Amount of Bond: S. LENDER: Name: NSA Phone Number. Address: 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. Phone Number. 8. In addition, Owner designates to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Travis & Dharma LLC Sigrature of Owner or Lessee, or Owner's c Lessee's (Pnni Name and PrmAdo Signatory's TitlelOrfice, Authorized Ogloar0rectodPariner/Man ger) State of J J County of The foregoing instrument w sacknowledged before me this 3 day of 20 (G by M L 'Isar S Who Is personally known to me OR Name of person making statement who has produced Identification type of identification produced: _, ur4Ny SANDRAI. VAZOM FF 915218 MY COMMISSIONitEXPIRES: September Z 2019 BondadThruNotryPub6oUnkAW116rs Ya, k, c - - r,p r a.av, Ir,r "RSE Z5UITC)UFTAND r '•r t"" 1: COMPTRC' :. R 4 gr ' •...• SLIVII . L ORIDA rjl aai DEpuTY CLERX 6Y RECORD COPY a G t REVIEWED FOR CODE PLANS EXAMINER DATE A PERMIT ISSUED SHALL BE CONSTR ED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, AL ER OR SET ASIDE ANY OF THE PROVISIONS OF THE: TECHNICAL CODES, NOR SHALL ISSUANCE OF A PEf IMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERROFJS IN PLANS, CONSTRUCTION OR VIOLATIONS OF HIS CODE 2993 oNIDINc SANFORD J8 2 uIN ll. 4„Y p DE88 LAWM C0 SSI N # FF 17201Feruary Pu UnderwdBondedThNRota Florida Building Code Online 4 90i&' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... iy ',-J.' i .E y 3 5'I f d ?t AAi, 4q, 4' l 2 Y4+ - oi I bri: jk,; l n` BCIS Home Log In User Registration Hot Topics Submit Surcharge ' Stats & Facts Publications FBC Staff I BCIS Site Map ! Links J Search Busines` u Product Approval I' l lessll+ii USER: Public User P" eaulation T.9 M M M Pro.uct Approval M.eau > Pigduct o_ Applicapon Search > Applicat o..n List > Application Detail FL # FL15129-R3 2N 'M'110 Application Type Revision Code Version 2014 Application Status Approved Comments Archived f Product Manufacturer Trinity Glass International Address/Phone/Email 33615 1st Way S Federal Way, WA 98003 253)875-7300 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan ]. King, P.E. R' Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL15129 R3 COI CERTIFICATE OF ]NDEPENDENCE.odf Standard Year 101/I.S.2/NAFS 2002 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2002 ASTM E330 2002 ASTM E331 2000 TAS 202 1994 1 of 5 6/30/2015 6:46 PM Florida Building Code Online https : //w w w. fl or i dab u i 1 di ng. o rg/p r/pr_app_dtl . aspx? param--w G E... Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/01/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/09/2015 Date Approved 06/23/2015 Date Revised 06/25/2015 Summary of,Products I FL # Model, Number or Name r......._........-..._......_.._.._..__...----- _.................. 15129.1 a. Fiberglass Door Limits of Use _--------- +— --- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15129.1 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. 15129.2 b. Fiberglass Door i Limits of Use Approved for use in HVHZ: No 1 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15129.2 for Design Pressure Ratings by j specific Model and for any other additional use limitations and installation instructions. 15129.3 c. Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15129.3 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. 15129.4 d. Fiberglass Door i Limits of Use Approved for use in HVHZ: No 1 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A 1 Other: See INST 15129.4 for Design Pressure Ratings by specific Model and for any other additional use limitations 1 and installation instructions. 15129.5 e. Fiberglass Door i.._._........._...._..._...._..........__.._..._......_._._._........_.....---........--_......_.._.................................. ._.... ...... Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A 1 Description 6'8 Single Opaque "Impact" Fiberglass Door - Outswing/Inswing Configuration (X) Installation Instructions i FL15129.._R3II_I11st_15129,.1_,.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports i FL15129 R3 AE Eval 15129.1.odf Created by Independent Third Party: Yes 6'8 Single Opaque "Impact" Fiberglass Door with Non -Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO) Installation Instructions FL15129 R3 II Inst 15129.2. Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15129 R3 AE Eval 15129.2.1)df Created by Independent Third Party: Yes I 1 6'8 Single Opaque "Impact" Fiberglass Door with Non -Impact" Sidelite or Sidelites - Outswing / Inswing Configurations (OX or XO; OXO) Installation Instructions FL15129 R3 II Inst 15129.3.1)df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15129 R3 AE Eval,..151.293.pdf Created by Independent Third Party: Yes 6'8 Double Opaque "Impact" Fiberglass Door with or without "Non -Impact" Sidelites - Outswing / Inswing i Configurations (XX; OXXO) Installation Instructions FL15129 R3 II Inst 15129.4.odf i Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLi_5129_R3 AE Eval 15129,.4..pdf Created by Independent Third Party: Yes i j 6'8 Single Glazed "Non -Impact" Fiberglass Door - Outswing/Inswing Configuration (X) Installation Instructions FL15129 R3 I.1 Inst-15129.5..pdf i Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes i Evaluation Reports 2 of 5 6/30/2015 6:46 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=WGE... Other: See INST 15129.5 for Design Pressure Ratings by FL1.51.29 R3 AE Eval 15129.5.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 15129.6 f. Fiberglass Door i................._....................................... Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15129.6 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. 15129.7 g. Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15129.7 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. L............................. ..........................._.__..................... ....... ._......................... 15129.8 h. Fiberglass Door 1 6'8 Single Glazed "Non -Impact" Fiberglass Door with Non -Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO) j Installation Instructions FL15129 _R3_II Inst,._i 5.1,2%6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports i FL15129 R3 AE Eyal__1.5129_6:pdf I Created by Independent Third Party: Yes 6'8 Single Glazed "Non -Impact" Fiberglass Door with Non -Impact" Sidelite or Sidelites - Outswing / Inswing 1 Configurations (OX or XO; OXO) Installation Instructions FL15129 R3 I1 Inst 15129.8. df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15129 R3 AE Eval 15129.7.odf Created by Independent Third Party: Yes I 6'8 Double Glazed "Non -Impact" Fiberglass Door with or without "Non -Impact" Sidelites - Outswing / Inswing i Configurations (XX; OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL 15129 R3 II Inst 15129 8 odf Approved for use outside HVHZ: Yes ( Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15129.8 for Design Pressure Ratings by FL15129 R3 AE Eval 15129.8.pdf specific Model and for any other additional use limitations ; Created by Independent Third Party: Yes and installation instructions. 15129.9 i. Fiberglass Door 6'8 Single Opaque "Non -Impact" Fiberglass Door - Outswing/Inswing Configuration (X) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15129 R3 II_Inst 151.29 %pdf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes j Design Pressure: N/A I Evaluation Reports Other: See INST 15129.9 for Design Pressure Ratings by specific Model and for any other additional limitations FL15129 R3 AE Eval 15129 9 odf Createduse i by Independent Third Party:, Yes and installation instructions. 15129.10 j. Fiberglass Door 6'8 Single Opaque "Non -Impact" Fiberglass Door with Non -Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL1.5129 R3 II Inst 1.5129.1.0.1)df Approved for use outside HVHZ: Yes i Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports Other: See INST 15129.10 for Design Pressure Ratings by I FL15129 R3 AE Eval 15129 10 odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 15129.11 k. Fiberglass Door 6'8 Single Opaque "Non -Impact" Fiberglass Door with l Non -Impact" Sidelite or Sidelites - Outswing / Inswing j Configurations (OX or XO; OXO) Limits of Use IInstallation Instructions Approved for use in HVHZ: No FL15129 R3 II Inst 15129.11.odf Approved for use outside HVHZ: Yes 1 Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports Other: See INST 15129.11 for Design Pressure Ratings by i FL15129_R3AE Eval_15129 _i l_pdf specific Model and for any other additional use limitations i Created by Independent Third Party: Yes and installation instructions. 3 of 5 6/30/2015 6:46 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGE... i 15129.12 I. Fiberglass Door 6'8 Double Opaque "Non -Impact" Fiberglass Door with or j without "Non -Impact" Sidelites - Outswing / Inswing Configurations (XX; OXXO) Limits of Use 1 Installation Instructions Approved for use in HVHZ: No FL15129 R3 II Inst 15129.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No ! Created by Independent Third Party: Yes Design Pressure: N/A j Evaluation Reports Other: See INST 15129.12 for Design Pressure Ratings by II FL15129 R3_AE Eval_ 15129.12.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. j i 15129.13 m. Fiberglass Door 8'0 Single Opaque "Impact" Fiberglass Door - i Outswing/Inswing Configuration (X) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15129 R3 II Eval 15129 14 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A 1 Other: See INST 15129.13 for Design Pressure Ratings by I Evaluation Reports EiFL15129R3AEEval1512913odf specific Model and for any other additional use limitations i Created by Independent Third Party: Yes j and installation instructions. i i 15129.14 n. Fiberglass Door 1 8'0 Single Opaque "Impact" Fiberglass Door with I "Non -Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Installation Instructions j Approved for use in HVHZ: No Approved for use outside HVHZ: Yes I FL15129 R3 II Inst 15129 14 odf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Design Pressure: N/A I I Created by Independent Third Party: Yes Evaluation Reports Other: See INST 15129.14 for Design Pressure Ratings by FL15129 R3 AE Eval._15129.14pddf I specific Model and for any other additional use limitations Created by Independent Third Party: Yes { and installation instructions. 15129.15 o. Fiberglass Door 8'0 Single Opaque "Impact" Fiberglass Door with Non -Impact" Sidelite or Sidelites - Outswing / Inswing Configurations (OX or XO; OXO) Limits of Use Installation Instructions I Approved for use in HVHZ: No F_L 15.129._R3_II Inst_15129_15.,pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes j Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15129.15 for Design Pressure Ratings by FL15129 A3 AE_E.v_al 15129_15_.f i specific Model and for any other additional use limitations 1 Created by Independent Third Party: Yes and installation instructions. 15129.16 p. Fiberglass Door 8'0 Double Opaque "Impact" Fiberglass Door with or without "Non -Impact" Sidelites - Outswing / Inswing Configurations (XX; OXXO) Limits of Use 1 Installation Instructions Approved for use in HVHZ: No 1 FL15129 R3—II Inst 15129.16.. dfp Approved for use outside HVHZ: Yes Impact Resistant: Yes i Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15129.16 for Design Pressure Ratings by j FL15129 R3 AE Eval 15129.16.pdf j specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. I......................................... ................................... ........-.................................................................... ...................... j 15129.17 q. Fiberglass Door 8'0 Single Glazed "Non -Impact" Fiberglass Door - Outswing/Inswing Configuration (X) Limits of Use Installation Instructions Approved for use in HVHZ: No Ft_1-5129.__R3_II_Inst ._i_5129.,17.pdf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 15129.17 for Design Pressure Ratings by j FL151.29—R3 AE_Ev_.al._.15129,.17.psjf specific Model and for any other additional use limitations i Created by Independent Third Party: Yes and installation instructions. 1 15129.18 r. Fiberglass Door 1 8'0 Single Glazed "Non -Impact" Fiberglass Door with I Non -Impact" Sidelite or Sidelites - Outswing / Inswing i._..........._.._........_..................................................... ....................... ............................... ......._..................................... ..._._........_........... Continuous Head and Sill Configurations (OX or XO; OXO) 4 of 5 6/30/2015 6:46 PM Florida Building Code Online https://www.floridabuiIding.org/pr/pr_app_dt].aspx?param=wGE... Limits of Use I Installation Instructions Approved for use in HVHZ: No j FLl_5129 R3 II Inst _1.5129_18_pdfApprovedforuseoutsideHVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 15129.18 for Design Pressure Ratings by I FL1512.9_._R3_AE Eval_ 15129_18_pdf specific Model and for any other additional use limitations I Created by Independent Third Party: Yes and installation instructions. A........... i i.........__......_.__....._........... 15129.19 s. Fiberglass Door 8'0 Single Glazed "Non -Impact" Fiberglass Door with i "Non -Impact" Sidelite or Sidelites - Outswing / Inswing Configurations (OX or XO; OXO) Limits of Use i Installation Instructions Approved for use in HVHZ: No FLIS129 R3 II Inst 15129.19 odf Approved for use outside HVHZ: Yes ; Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A 1 Evaluation Reports Other: See INST 15129.19 for Design Pressure Ratings by FLIS129 R3 AE Eval 15129 19 odf specific Model and for any other additional use limitations j Created by Independent Third Party: Yes and installation instructions. I 15129.20 t. Fiberglass Door i 8'0 Double Glazed "Non -Impact" Fiberglass Door with or without "Non -Impact" Sidelites - Outswing / Inswing Configurations (XX; OXXO) Limits of Use j Installation Instructions Approved for use in HVHZ: No j FL15129 R3 II Inst 15129.20.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15129.20 for Design Pressure Ratings by I _L151.2y_R3_AE Eyal15129.20.pdf specific Model and for any other additional use limitations i .Created by Independent Third Party: Yes and installation instructions Back i. i Contact Us :: 1940 North Monroe Stlet, Tallahassee FL 32322 Phone 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click bere-. Product Approval Accepts: o edit ar 111 5 of 5 6/30/2015 6:46 PM R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, Ft. 33595 Phone ti 13.659.9197 Florida Board oi'Proressional Logineers Certificate or Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Trinity Glass International Glazed Fiberglass Exterior Swinging Exterior Door 4621 192nd St. East Doors w/wo Sidelites Doors Assemblies Tacoma, Washington 98446 Non -Impact" Phone 235-875-7300 Facsimile 235-875-7301 1 Inswin /Outswin Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Trinity Glass International based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15129.8 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-15129.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 06-0223-3 TEL 06-0223-2 TEL 01470437 TEL 01471170 2, Drawinq_No. No. FL-15129.8 Test Standard TAS 202-94 101/I.S.21NAFS-02 ASTM E330-02 ASTM E330-02 & E331-00 Testing Laboratory Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Prepared by RW Building Consultants, Inc. (CA #9613) Signed by Wendell W. Haney, P.E. Wendell W. Haney, P.E. Lyndon F. Schmidt, P.E. V. K. Wright Signed & Sealed by Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) ttt $" r Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Trinity Glass International is a f o 43409 manufacturing products within a quality assurance program that complies n q with ISO/IEC 17020 and Guide 53. STATE s- ,« g of >o Lyndon F. Schmidt, P.E. FL PE No, 43409 Sheet 1 of 1 t 5/1/2015Aya TRINITY GLASS 1NT"E- R N A T 1 0 NA._ GLAZED FIBERGLASS DOOR w/wo SIDELITES INSWING / OUTSWING NON-IMPAcr GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4, For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed enaineer or registered architect. TABLE OF CONTENTS SHEENITONDESCRIP 1 Ty ica1 elevatwr s, design pressures &general notes 2 Door panel decal s - flush glazing 3 Door panel details - lip lite glazing 4 Sidelite panel details S Sidelite panel details 6 Elevations 7 Horizontal cross sections 8 Vertical cross sections 9 Vertical cross sections 10 Buck anch0 n 11 Frame anchoring- 12 Astragal details 13 Components 14 Bill of materials 74.00" MAX. O.A. FRAME WIDTH --; tE 0 0 r7l I n W Q Z Q z 3 3: X a X X Z_ Q O a 1 105.0" MAX. O.A. FRAME WIDTH 74.0" MAX. FRAME WIDTH 15.50' MAX. FRAME WIDTH I u, x W xZ x01- m m 1.......... _1 X Li ro uu X a Ljo O CONFIGURATION- MAX. FRAME DIMENSION DESIGN+PRESSURE (PSFJ ALUMINUM ASTRAGAL DESIGN PRESSURE. (PSF) : PUC-ASTRAGAL ` POSITIVE NEGATIVE POSITIVE NEGATIVE.- XX 74.0" x 81.88" 55.0 55.0 47.0 47.0 OXXO 105.0" x 81.88" 55.0 55.0 47.0 47.0 r1 U M Z J z o mGJg. a n 1 vp ll Ill Z o m o on Z ON O v U Z d 0Z U m aL 9 E W a m a:kT S 0 0 i vZ Cw 8 J'`o: E 1178112 uF N.T.S. G. BY: JK r. ar: LFS MING NO.: FL- 15129.8 IT _ L OF 14 PVC STILE CAP — LOCK BLOCK PVC STILE CAP DOOR SKIN EXTERIOR 2 49, 1 h PVC COMPOSITE 1' '1 TOP RAIL N I o P0.3V 1 LVL STILE 0. 10 FOAM CORE INTERIOR — SEE NOTE 2 LVL STILE 0.1a, HORIZONTAL CROSS SECTION 0. 19" Z 35. 75' MAX. 1.24" PANEL WIDTH r DOOR SKIN 21. 0 HOT MELT SEALANT .5' GLASS BITE MAX. D.L.O. / SIUCONE I" O.A. THK GLASS m 4 1 — 8 TEMPERED i I,5 GLASS AIR SPACE FLUSH GLAZED FRAME ABS or PC/ASA h 1 / 8' TEMPERED GLASS 8 X I-1/8" SELF ALUMINUM BUTYL THREADING SCREW Al OR STAINLESS STEEL SPACER SYSTEM (1 MAor PC/ ASA HOGANY LITE FRAME GLAZING DETAIL ABS C' 1 Hush Ufe kame B2 .5" GLASS BYTE HOT MELT SEALANT 1" O.A. THK GLASS SILICONE SEE DI FIBERGLASS DOOR 40 with FLUSH GLAZING FIBERGLASS DOOR SKIN: MIN. 0.070" THK. FOAM CORE MATERIAL: POLYURETHANE NOTE: 1. Spacing for lite frame screw is as follows: Top and Bottom: 2-3/4" from comers & equally spaced thereafter (4 total) Sides: 2- 3/4" from comers & equally spaced thereafter (8 total) DETAIL 1 1/8 TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS 8X1- 1/ 8"SELF0 ALUMINUM BUTYL THREADING SCREW OR STAINLESS STEEL SPACER SYSTEM G3 GLAZING DETAIL Flush Ute kame HARDWARE CHART MANUFACTURER MODEL KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) KNOB & DEADBOLT: KWIKSET SIGNATURE SERIES COMBO PACK (991) KNOB: F SERIES SCHLAGE DEADBOLT: 960 SERIES PVC COMPOSITE BOTTOM RAIL I cY' 1 vVERTICAL CROSS SECTION 2 ITr ro 2 m M J > Obi q O M m Z U N •• 4 U 0 V Za C z m a V CND d`oa a w m aa- a4 o c 0 i o c C1 o° 3` d \jam ILL. N. T.S. G. BY: JK C BY.. LFS WANG NO.: FL-15129. 8 2 - 14 x PVC STILE CAP h 0.1IT 0.31" - 21.0 _ MAX. D.L.O. v x w O w Ci a f NPn 35.75' MAX. PANEL WIDTH 4 h h X O O SEE SEE HARDWARE DETAIL 1 CHART u- N FIBERGLASS DOOR PANEL with LIP LITE GLAZING FIBERGLASS DOOR SKIN: MIN. 0.070" THK. FOAM CORE MATERIAL: POLYURETHANE EXTERIOR LOCK BLOCK J SEE NOTE 1 INTERIOR 1 HORIZONTAL CROSS SECTION 3 T - AUUoTE FRAME UPA 1 / 7GLASS BYTE PVC STILE CAP f- 1. 58" --j PVC TOP RAIL DETAIL I HOT MELT SEA)SMS I" O. A. THK GLASS 1/8" TEMPERED GLASS N AIR SPACE 1/8" TEMPERED GLASS 8 X 1-1/7' PPH ALUMINUM BUTYL SEE NOTE 1) OR STAINLESS STEEL SPACER SYSTEM GY GLAZING DETAIL Up riteFrameHARDWARECHART MANUFACTURER MODEL KNOB SIGNATURE SERIES KWIKSET DEADBOLT SIGNATURE SERIES (980) KNOB L DEADBOLT: KWIKSET SIGNATURE SERIES COMBO PACK (991) KNOB: F SERIES SCHLAGE DEADBOLT: B60 SERIFS NOTE: 1. Spacing for lite frame screw Is as follows: Top and Bottom: 7' from each comer and at centerline (3 total) Sides: 7' from each comer and equally spaced thereafter 18 total) DOOR SKIN EXTERIOR INTERIOR o `Ong N oar\ E 1 18 12 `- ue N. T.S. BY: JK u BY: LFS I MING NO.: FL-15129. 8 c ET _ L ov 14 13.88" PANEL WIDTH T' MAX. D.L.O. d C 75" SIDELITE STILE LVL) HOT MELT SEALANT EXTERIOR , ELITE STILE INTERIOR HORIZONTAL CROSS SECTION 1 1/7' GLASS BYTE i" n e,. THK GLASS 1.24" 1/8"TEMPERED GLASS AIR SPACE F 8 X 1-1 /8" SELF THREADING SCREW G1 GLAZINGDETAII Flush Lice Frame 1/8"TEMPERED GLASS _ ALUMINUM BUTYL FLUSH GLAZED FRAME OR STAINLESS STEEL J qgS or PC/ASA SPACER SYSTEM SIDELITE RAIL LVL) FOAM CORE 1— 1.56" --j B4 1 .5' GLASS BYTE FIBERGLASS HOT MELT SEALANT 1" O.A. THK GLASS SKIN SILICONE 1 /8" TEMPERED 1.5" GLASS AIR SPACE V N 1 /8" TEMPERED GLASS 8 X 1-1 /8" SELF ALUMINUM BUTYL THREADING SCREW OR STAINLESS STEEL Z MAHOGANY lliE FRAME ABS or PC/ASA SPACER SYSTEM GLAANG DETAILG3 r` 4 Flush Ute Frame SIDELf1E RAIL LVL) 42 FIBERGLASS SIDEl11ENon-Impacf Flush Ute Frame DOOR SKIN: 0.070" MIN. THK. FIBERGLASS CORE MATERIAL: POLYURETHANE FOAM NOTE: 1. Spacing for lite frame screw is as follows: Sides: 0.5' from each comer and 9.5' max. spacing thereafter (8 total) F 1.57" 2 VERTICAL CROSS SECTION 4 Qom• • n n U.4K Q= Ni i m riy o M ; Z y O N v lOit o E p z m o uo 1 m$ a Data maaT s 0 E vz c wo . d C1, uF: N.T.S. G. Err: JK c BY: LFS OANG NO, FL-15129.8 fr 4 of 14 LVL STILE 13.87' MAX. PANEL WIDTH6.84' MAX. D.L.O x W d 0 Q b N 41 FIBERGLASS SIDELffYNon4mpocV' Ute Frame DOOR SKIN: 0.070' MIN. THK. FIBERGLASS CORE MATERIAL: POLYURETHANE FOAM SIDELITE G2 EXTERIOR TOP RAIL ''•. i SKIN LVL STILE (LVQ _ _ :' n m i SKINLOE ' i r*Iss %%``` i dm 6 l a N •Z INTERIOR POLYURETHANE 0.75' o c a z° d FOAM CORE in r 9 co°c w V ° y n Da°m HORIZONTAL CROSS SECTION o Z y c w pi HOT MELT SEALANT n1 1_ 8 X 1-1/7' PPH SMS SEE NOTE 1( GI GLAZING DETAILLipUteFrame I /7' GLASS BYTE 1"O.A. THK GLASS 1/6 TEMPERED GLASS AIR SPACE NOTE: 1. Spacing for lite frame screw is as follows: Top and Bottom: 7' from each comer (2 total( Sides: 7' from each comer and equally spaced thereafter (8 total( 1/8"TEMPERED GLASS ALUMINUM BUTYL OR STAINLESS STEEL SPACER SYSTEM EXTERIOR INTERIOR f. BOTTOM RAIL — LVL( i 1.77' Kjf1 VER17CAL CROSS SEC77ON 5 sovF: N.T.S. owc. 11Y: JK CHK. BY. LFS DRrnBNs NO, FL-15129.8 SHEET 5 OF 14 ; Li 1 4J Z• V' ti m O N m Z V U Q 0 < M Z C/ DO) D1 ng ota Nnr mdam a0 rl-Y 2 1 2 1 2 o ra -" 8 g B 8 9 9 4 z N m N Z 5 u Ko 7 X I X a a xJ mol4 O U Ini p y2 2 Pmp O 2 3 4 5 3 4 5 3 4 5 10o 8 8 8 8 8 8 9 9 9 8 N Li Q n N.-Z DATE 1118112 5r r. .T. NS. DWD. ev: JK i CHK. BY: LF$ DRAWING No.: FL-15129.8 i sHm 6 of 14 4 4 Q X O O 4 X v 0 4 4 i SEE INTERIOR EXTERIOR INTERIOR EXTERIOR 8 SEE NOTE 1 63 ( A ) 2'17 HORIZONTAL CROSS SECTION 6QHORIZONTAL CROSS SECTION J Outswing shown - Inswing also approved 3 HORIZONTAL CROSS SECTION Shown w/ wood jambs T Outswing shown - Inswing also approved Shown w/1 X sub buck NOTE: Shown w! PVC jambs (fiberglass/Comp. jamb similar) v 1-1/4" MIN. EMB. (TYP.) 1. Item #63 located 6" from each end and 3 more equally spaced (5 total). C 0.15' C'SINK TYP.) YV:V1 1 HORIZONTAL CROSS SECTION 7 Outswing shown - Inswing also approved INTERIOR EXTERIOR ENDURA, TRC OR PVC ASTRAGAL 4 HORIZONTAL CROSS SEC1 ON 7 Outswing shown - Inswing also approved INTERIOR EXTERIOF EMB. (TYP.) , N L• 3 J:d MM N i c LLO L M a M Z m a N .. l Z p Z U mCW ag0pg 600. a 4 maim C 6 E 92 8 [WJa z0 U 2 y En y0 Z W J VI N 2 1-114" MIN. o o_ EMB. (TYP.) a a 5 HORIZONTAL CROSS SEC1 ON T Outswing shown - Inswing also approved wre 1118112 SCAM N.T.S. DWG. BY. JK CKK. BY: LFS DRUYMO NO.: FL-15129.8 i SHEEP ] OF 14 E 7w Cyasp',• „ tl yyT JS U M Z Jn z' Z — 4:`O` urn1Y • i r 1. 9 a n 111 111 O n Z 9 v O oz4tEO N°a z m o U 9ooa ma`am a4 0 E 0 y c wbJTd Cl lj QJ2 40 o EXTERIOR INTERIOR Ln s FXTFRInR INTERIOR 2 3 4 EXTERIOR INTERIOR /21 woirei ranss sFrnnu In NY f U w Z v2 6 H j W p a a z i 3 VERTICAL CROSS SECTION g outsw ng sill -high dam 5 VERTICAL CROSS SECTION 9 Inswing sill FLF: N.T.S. sr : JK LFS WING NO, FL-15129.8 tT 8 OF 14 I SEE NOTE 1 EXTERIOR [- INTERIOR 1 VERTICAL CROSS SECTION 9 NOTE: 1. Screws thru head and sill jamb located 3" from each end and on center line. EXTERIOR SEE NOTE 1 INTERIOR Ai)SEE NOTE 1 41 VERTICAL CROSS SECTION 9 J Outswing sill za i m w EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 9 Shown w/1Xsub-buck z d 27 m n ^w 3 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 9 Outswing sill - high dam 9 Inswing sill mop LE N.T.S. JK BY.. LFS WING NO, FL-15129.8 U 9 Of 14 rr1''/'' IC cl o o n D pD N) czOZmZVcoTP. HEAD M aVa ° w oANDJAMBSreaa I TYP. HEAD III 0 III AND JAMBS II E o zIIIIII cw III III a 3a III III II II I III U a I FOR III REF. ONLY o Ci III ^ Ci r Z III III 00 III III m II II I o o rr III a a m 3m e= BUCK ANCHORING BUCK ANCHORING S Y NO z W N h2 CONCRETE ANCHOR NOTES: o U I. Concrete anchor locations at the comers may be adjusted to maintain the min. w edge distance to mortarjoints. o 0 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to a maintain the min. edge distance to mortarjoints, additional concrete anchors N may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded. i 3. Concrete anchor table: o N ao o n N Z wre 1118112 sCAL N.T.S. c owc. BY: JK m CHK. BY: LFS 3 WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, 1"end distance, & I"o.c. spacing of oRAMHc NO.: ° wood screws to prevent the splitting of wood. FL-15129.8 " 0 SHEET 1 0 OF 1 ¢ H i?ANCHOR." ANCHOR MIN. MIN. CLEARANCE= MIN CLEARANCE TYPE SIZE - EMBEDMENT TOhiA50NRY TOADJkCENT :; ANCHOR._...:; ITW BUILDEX U LTRACON SEE HINGE {{{ p. 6" (TYP.) DETAIL 1 L "A -A" NI ax — L 2X BUCK I I 21 BUCK F 1 X BUCK II 2X BU( O TYP. HEAD 11 JAMBS I I — DOOF11 _ DOOR I I X d SIDEL' FRAME III FRAh SEE MASONRY ASTRAGAL SHOWN 11 '-O HINGE OPENING FOR REF. ONLY II MASC DETAIL 2 11 OPEN 11 TYP. SILL _ 11 P 11 I ' Ti r71 I HINGE JAMB FRAME ANCHORING f— T' IAA I I I f 1 1 I I I I L 2X BUCK— I 1 F 1 X BUCK 11 K HEAD II — JAMBS I I II II 63 Iu 65 I E E JRY NG I 111 ASTRAGAL SHOWN IN FOR REF. ONLY 11 I I IF TYP. SILL II P II I II l i CONCRETE ANCHOR NOTES: i Ilk 1. Concrete anchor locations at the comers may be adjusted to maintain the min, edge distance to mortarjoints. 54 VIEW A -A 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to Astragal head maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. ': MIN. CLEARANCE MIN CLEARANCE' . SIIE EMBEDMENT TO MASONRY TOADJACENT 6:TYPE EDGE ANCHOR ITW BUILDERe 3/16" 1.1/4" 3" 1-1 2" TAPCON 1/4 " 1-1/4" 2" 4" ELCO ® 114" 1.1/4" 1" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: Maintain a minimum S B"ed a distance, 1"end distance, & 1"o.c. soacina ofI. / 9 wood screws to prevent the splitting of wood. FRAME ANCHORING OUTSWING 56 H INSWING VIEWS-8 Aslraga—TsTr ® sill H 1XBUCK L 2X BUCK 26 18 HINGE DETAIL 1 a a a a^ 111111.. L1 O n .0 11 U N •• 2 e c,0Zi Z me) p oa a. 9 4 Olt\CEoZ u cup o° 1a 7 z z Ut 0 U m ww z U a KO a ASTRAGAL STRIKE JAMB L L 23 STRIKE PLATE DETAIL H 1X BUCK IN Z L 2X BUCK 1118112 26 24 N. T.S. DWG. e+: JK CHx. BY: LFS 18 DFuwiND No.: HINGE DETAIL 2 FL— 15129.8 sHEEF 11 of 14 f TOP A A N TOP j1 o B_B iOP m 56' z11" T z, BOLT RETAINER v a z° Aluminum (9-3/4' Long) c"3. 0O rn E z M a g `< °9 oa a 0,3 mda O 0.37' O u Taa3 DEAD BOLT a THRU HOLE) q., FLUSHBOLT BAR a Die Cast Zinc z N j DEAD BOLT y N L THRU HOLE( Sri O S o SUDEBOLT ROD 6 O Co m w Steel LATCH a THRU HOLE( D o o LATCH DEAD BOLT p c0 a a BLIND HOLE) FLUSHBOLTBAR THRU HOLE( o m O Steel LATCH O THRU HOLE) I.0 L i- .875" a x o h I` 'I llrl I'VI I c^v T I FLUSHBOLT o Y ap Z6 Tn= ASTRAGAL CHANNEL Die Cast Zinc W mz to ho SCREW (LOC) ATIOS TMP SCREWiTO ;ATIONS Fn o SCREW LOCATIONS o z u ^ w BOTTOM b, to BOLT RETAINERS BOTTOM ASTRAGAL CHANNEL r' m TyF.) OilaWo t2 m N 1 FLUSHBOLT T SLIDE BOLT ci FLUSHBOLT BAR BOTTOM I a no o n n ZROD ALUMINUM ASTRAGAL 175' ALUMINUM ASTRAGAL 144. nFLU BAR DAPllTE- DATE; i 18 12 Sr c N.T.S. VIEW A -A VIEW B-B PVC ASTRAGAL DWG. BY: JK W. ar: LF$ Aluminum Astragal Assembly Aluminum Astragal Assembly TRC ASTRAGAL PVC ASTRAGAL 1 VIEW C-CENDURAASTRAGAL DnAFL 15FL- 6'8 Aluminum Astragal by Endura Products 6'8 Aluminum Astragal by Trinity 6'8 PVC Astragal by Trinity PVC Astragal Assembly 2 of 14sHEEr12 14 e ry 4.56" 2.39' -- 1 HEAD AND JAMBS Wood 4.56' — o F- — 2.44' 2 HEAD AND JAMBS Composite PVC Base w/ Fiberglass Wrap 4.56" O _ 2.44" o I 2.44" —I 3 PVCD AND JAMBS 4 HEAD AND JAMBS PVC MIM!III-MI 1.22" v 0 19 S1— DE7AI15 Optional 4.56" O O O 0 5° 2.01" m 0 61 SIDELlfESPACER Inswing m m 00 U N Zo v f9 x 0. E 0 z m° c uto9cw N M O m a m :aLw 0C ZO eCYO cj \jam sria. E N.T.S. owc. ar: JK cwc. on LFS FL- 15129.8 sNEEr 13 or 14 O S Ns cz J_p\ 1 M J VM rn o m z u of M ti U N ••On z i oz-< S m C W i p 00. Na CO LL ozocei 8 a J Z FU o a Q J m o v, U JJm Q r d a YIJm U r N W ham= Pam mtea¢ CO O W Z O N N No o h N nN H0 M N Z SCALE: N.T.S. M. ar: X ONK- BY.. LFS ORAYIMO NOFL- 15129.8 i SHEET 14 OF 14 BILL OF MATERIALS ITEM f DESCRI TION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1 /4" MAX. SHIM SPACE D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL H 3/16" X 3-1 /4" PFH ITW CONCRETE SCREW STEEL 1 3/16" X 1-1 /4"PFH ITW CONCRETE SCREW STEEL J 9 X 2-1/4"PFH WS STEEL L 8 X 2-1 /2" PFH WS STEEL P 1 /4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 1 HEAD &JAMB (FINGER -JOINT PINE - SG >= 0.42( WOOD 2 HEAD &JAMB FIBERGLASS/COMP 3 HEAD 8. JAMB PVC 4 HEAD &JAMB PVC 5 INSWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUMINUM 6 DOOR BOTTOM SWEEP PVC 8 6 X 1-1 /4 PFH DRYWALL SCREW STEEL 12 WEATHERSTRIP QEBD650 Q-LON 18 3.983" X 4.G' HINGE MIN 0.098" THICK STEEL 19 SILLKEY PC/ASA 22 DEADBOLT STRIKE PLATE STEEL 23 LATCH STRIKE PLATE STEEL 24 9 X 5/8"PFH WS STEEL 25 OUTSWING HIGH -DAM THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./ COMP. 26 9 X 1.0" PFH WS STEEL 27 OUTSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./ COMP. 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 SIDELITE PANEL - SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 42 SIDELITE PANEL -SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 53 8 X 1-3/4" PFH SMS STEEL 54 ASTRAGAL STRIKE @HEAD STEEL Floryda Building Code Online https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?paramwGE... tea tom, y ' " i a s''% rtv £` x - ' 'i, • -.. , ?. 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IRMW Product_Appro_v_@I Menu > Product or Applica[ion_$earch > Applic_at_on Ligt > Application Detail r} FL # FL13541-R9 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived j Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year Equivalence of Product Standards Certified By AAMA 1304 2002 ASTM E283 2004 ASTM E330 2002 TAS 202 1994 157 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 01 Yes fl` No C..- N/A 1 of 3 9/2/2015 4:35 AM Flora Building Code Online https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGE... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name 13541.1 Design Pro/ Smooth Pro Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 3-Ox6-8 and 3-Ox8-0 Inswing and Outswing 13541.2 Design Pro/ Smooth Pro Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 3-Ox6-8 and 3-Ox8-0 Inswing and Outswing 13541.3 Design/Smooth Pro Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 6-0-Ox6-8 and 6-Ox8-0 Inswing and Outswing 13541.4i Design/Smooth Pro Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 6-0-Ox6-8 and 6-Ox8-0 Inswing and Outswing 13541.5 2 Design/Smooth Pro Method 1 Option A 02/20/2015 02/20/2015 02/28/2015 Description Single (X) Opaque Fiberglass Door Certification Agency Certificate FL13.54.1__R9_C_CAC___N I0..1.1.9.06_.,01_-R3,.pdf fL1 54.1 R9 C CAC NI011906-R3.pclf Quality Assurance Contract Expiration Date 03/30/2018 Installation Instructions FL13511_R9 11 A01_0831A SS 2014=09__26.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FLl_3.5...41_R9 AE_PER2742._SS.20_1...4 09.-2E_,.pdf Created by Independent Third Party: Yes Single (X) Glazed Fiberglass Door Certification Agency Certificate FL13541 R9 C CAC N1011921.01-R3-signed.ndf FL1.3...5..41__R9..._C._CAC.__N10.11921::R4: Af Quality Assurance Contract Expiration Date 03/30/2018 Installation Instructions FL1354_1.._R9_11 A0.1.0_.832A._SS.2014-09_-26,pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R9 AE PER2743 SS 2014-09-26.odf Created by Independent Third Party: Yes Double (XX) Opaque Fiberglass Door Certification Agency Certificate FL13541 R9 C CAC NI011907.01-R3.Ddf FL13541 R9 C_CAC NIO11907_R32-p f Quality Assurance Contract Expiration Date 03/30/2018 Installation Instructions FL13541 R9 II A010833A SS 2014-09-26.acf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R9 AE PER2744 SS 2014-09-26.Ddf Created by Independent Third Party: Yes Double (XX) Glazed Fiberglass Door Certification Agency Certificate FL13541 R9 C CAC N1011908.01=R4,,pdf FL13541 R9 C CAC NI011908-R4.odf Quality Assurance Contract Expiration Date 03/30/2018 Installation Instructions FLl_3541-__R9 II_AO-1.0814A SS.-2014-09_26..:.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R9 AE PER2745._SS.2014-09.26.pdf Created by Independent Third Party: Yes Single with side lite(s) (X,O/ O,X/ O,X,O) Opaque Fiberglass Door 2 of 3 9/2/2015 4:35 AM s Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 9-0-Ox6-8 and 9-Ox8-0 Inswing and Outswing 13541.6 Design/Smooth Pro Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 9-0-Ox6-8 and 9-Ox8-0 Inswing and Outswing 13541.7 Design/Smooth Pro Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 12-0-Ox6-8 and 12-Ox8-0 Inswing and Outswing 13541.8 Design/Smooth Pro Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. N/A Other: 12-0-Ox6-8 and 12-Ox8-0 Inswing and Outswing Certification Agency Certificate FL13541 R9 C CAC NI011910.01_R4_pdf FL13541 R9 C CAC 1\1I011910-R4.E 01` Quality Assurance Contract Expiration Date 03/30/2018 Installation Instructions FL13541 R9 II A010835A SS 2014-09-26.Ddf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_R9_AE PER2746 SS2014-09-26._pdf Created by Independent Third Party: Yes Single with side lite(s) (X,O/ O,X/ O,X,O) Glazed Fiberglass Door Certification Agency Certificate FL13541 R9 C_CAC NI011.9230_1.=R4,,pdf FL13541 R9 C CAC NI011923-R4.Ddf Quality Assurance Contract Expiration Date 03/30/2018 Installation Instructions FL13541 R9 II A010836A SS 2014-09--25.Ddf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_R_9_AE PER2747 _SS 2014-09_2.6.p_df Created by Independent Third Party: Yes Double with side lite(s) (XX,O/ O,XX/ O,XX,O) Opaque Fiberglass Door Certification Agency Certificate FL13541 R9 C CAC NI011911.01-R4.1)df F L 13 541 _R9_C_CAC_N I0119.11=R1. p df Quality Assurance Contract Expiration Date 03/30/2018 Installation Instructions FL13541 R9 II A010837A SS 2014-09-26,df Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R9 AE PER2748 SS 2014-09-26.Ddf Created by Independent Third Party: Yes Double with side lite(s) (XX,O/ O,XX/ O,XX,O) Glazed Fiberglass Door Certification Agency Certificate FL13541 R9 C CAC NIO11912.01-R4.odf FL13541 R9 C CAC NIO11912-R4.Ddf Quality Assurance Contract Expiration Date 03/30/2018 Installation Instructions FL13541 R9 II A010838A SS 2014-09-26.Ddf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R9 AE PER2749 SS 2014-09-26.pdf Created by Independent Third Party: Yes Badcl `Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send 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 offca! communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with ar email address which can be made available to the public: To determine if you are a licensee under Chapter 455, F.S., please click ham. Product Approval Accepts: W ® ER _ 3 of 3 9/2/2015 4:35 AM r NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI011906-R3 DATE: 03/19/2014 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 822-1 REVISION DATE: 09/28/2014 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN "Design Pro/Smooth Pro" 3737 Lakeport Boulevard Fiberglass Opaque Klamath Falls, OR 97601 In -Swing or Out -Swing Side -Hinged Door Configuration: X IS Frame: W-952mm(37.50") H-2081mm(81.93") OS Frame: W-952mm(37.50") H-2063mm(81.25") Panel: W-908mm(35.75") H-2012mm(79.25") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Qualifies Configurations: x AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: SJW2013-196/SJW2013-129/SJW2013-231/SJW2013-251/SJW2013-252/SJW2013- 253MCTL-210-3925-03/NCTL-210-3930-01 MCTL-210-3930-02/SJW2014- 066/SJ W 2014-076/SJ W 2014-070/SJ W 2014-075/W- 1660/W-1696 Expiration Date: March 30, 2018 Administrator's Signature. NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 0 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI011906.01-R3 DATE: 03/19/2014 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 822-1 REVISION DATE: 09/28/2014 To verify that the "Notice of Product Certification" is valid, please visit w ww.NAMICerti fication.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN "Design Pro/Smooth Pro" 3737 Lakeport Boulevard Fiberglass Opaque Klamath Falls, OR 97601 In -Swing or Out -Swing Side -Hinged Door Configuration: X IS Frame: W-952mm(37.50") H-2487mm(97.93") OS Frame: W-952mm(37.50") H-2466mm(97.12") Panel: W-908mm(35.75") H-2419mm(95.25") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Qualifies Configurations: X AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: SJW2013-196/SJW2013-129/SJW2013-231/SJW2013-251/SJW2013-252/SJW2013- 253/NCTL-210-3925-03NCTL-210-3930-01 /NCTL-210-3930-02/SJW2014- 066/SJ W 2014-076/SJ W 2014-070/SJW 2014-075/W-1660/W-1696 Expiration Date: March 30, 2018 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122