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Home My WebLink About1407 Palmetto Aver'" - MN TEDRECb, IV n LBSEP 0 6 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION 43 PERMIT APPLICATION Application No: (0,r 4 (p Documented Construction Value:$ q19.4A_ Job Address: lqo,2 )0a,1Ae_ffo Ave_ Historic District: Yes 0 No 0 Parcel ID: aS-- / Iq - -3,0- _,5A &- - / &0 1 - 00 2 ResidentiaA Commercial 11 Type of Work: NewEl AdditionEl AlterationD RepairEl DemoEl Change of UseEl MoveEl Description of Work: Re-bl&ez 6ft) dmL UJA6 Plan Review Contact Person: !)ad Title: PmiellxL Phone: e107-4441,0930 Fax: z Email: de erei IP7 Z36Z! _r k rr,5'0 h4! Property Owner Information Name Ja-mes Mar4 Al 7/ aela Phone: V07— 6-;17;2 Street: zy,27 )0"1Me,#, k'e_ Resident of property? City,StateZip: SmAWY-415L 3P-7)1 IF Contractor Information Name be_4=k k- 2 ;'--A<- Phone: 507- Street: ZZ11 917Vk_ C-6-, Fax: 07- &4! 73S_ City, State Zip: A114 3,.22 State License No.: C,31-- 1k5_0e1!f!? Name: Street: city, St, Zip: Architect/Engineer Information Phone: Fax: E-mail: Bonding Company: . I /) Mortgage Lender: Address: oulLr Address: I If 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application I 'I 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 ofpermit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanfo ' rd 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. A"w Signature of Owner/Agent Date SignrtureofContractor/Agent Date Print Owner/Agent's Name Signature ofNotary-State of Florida Date Da.,ve-1 rA Print Contractor/Agent's Name Signature ofNotary-State ofFlorida Date Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID TypeofID Produced ID - Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building F] Electrical [] Mechanical F] Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: YesF] No R # of Heads APPROVALS: ZONING: -iloh& UTILITIES: I I - ENGINEERING: COMMENTS: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes [] No [] WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application I)DU 7- -)COLA 0.0. Pvpi rlj Address f.' L \'r 7 Parcel Inforfitoon ValmStiorrimary Parcel 25-19-40-SAG-1601-0080 2016 Working 2015 CaIMW Owner TOLF JAMES S & NASH MARY Vakw Valises Property Address 1407 PALMETTO AVE SANFORD, FL 32771 Valusban Method Co"aket Cost/Market Number of Suadings 1 1 Mailing 1407 PALMETTO AVE SANFORD, FL 32771 Depreciated Bldg Va- 99,182 95,S41 Subdivision Name F Deprecated EXFT Value 1.763 1,825 Tax DIsVkA Si-SANFORD Land Value (Market) 17,280 17280 DOR Use Code 01 02-SINGLE FAMILY - SANFORD HISTORICAL DISTFUCT Land Vakie Ag Exemptions OD-HOMESTEAD(2WO) V w v ! - *. I --, ' " LZ 118,225 115.046 Portability Ach Save Our Homes Ad] 313,625 $11,173 Amerdment I Adj P&G Adj $0 $0 Assessed Va, 4104,60D S103.873 Tax Amount wfthout SOH: $1,520.00 t 201-5-tax.bti.. mount $1,292.62 Save Ow Homes Swings: $227.38 Does NOT INCLLIDF Non Ad Valorem Assessmerds Serniroi, (:,,)w,.jv Gi! I Legal DescAptim LOT 8 OLK 16 TR 1 TOWN OF SANFORD PSI PG 60 Taxes Taxing Authority Assessment Vakw Exempt Vakies Taxablee Value County General Fund 104.6w 5D.0IX1 S54.13W SctWXAs 104.600 25 000 79,600 City Sanford 104,000 MI)m 354.8W SJWWSaint Johns ftrter Managemere) 104.600 SW'000 W.600 County Bonds S'104,6W Mom 54,600 Sales Description Date Book par AmoLq WARRANTY DEED 1111fir2m CORRECTIVE DEED 4/112M5 WARRANTY DEED 110111MOD4 WARRANTY DEED 1121110=1 CORRECTIVE DEED 11211r2ow WARRANTY DEED 9firim FInQ CUMPaFabie Sa!us Land Method Frontage Depth Units FRONT FOOT A DEPTH 64.00 117-00 BLdlefing billanuation Description Fatires Bed Bath BaseArea TnIaISF LwVSF ExlWall Qualified VadImp 1 72.SW Yes Improved 100 No Improved 191.000 Yes Improved 84.000 Yes VQc8rd 100 No Vacard 250,000 No Vacant Linits Price Land Value 0 $270.00 $17,250 Adl Value Reo Value Appendages 2016-08-26 07:16 0264EX 4073331117 Home Im PLE Important additional information regarding Customer's r 09: This "Agreement:' wnsists of this page, the foil SUpplefticrit If applicable, arid any drawings or Ch ange Ord, betweetri the Customer identified on the Invoice and Th4 Agreement stiall be perforrTi(-,%d by a licerised and insured thi, perform architectural of engineering services, nor does it mal Depot and its ALithorized Service Provider will p rform install, nt chedule, Pdyment is required immprliale';y as foilowq: rp. I I Payment: Qi R nq Sales Tax; Total Arnount of sale: s 218-62 Wiy 'filt-rest Payments or other, finarice cNarges will be datermine( Home Depot iF; NOT a party, ano will ba in addition to Customer's I roicliticii,tic)rthoc.:ard!ioider irloaiiagreemnnt,aSaPplic;3hle- No hownvpi, Aulhorizpd Service Provider rrrdy colleM, Customer's payt Anticij2 ited Delivery I InstaWilaucin Schedule Data: F Qi Slart Date: 4073331117 >> +1 407 209 0090 P 1/1 I page 5 of 10 No. H0264-1481 Agreement may be contained in an attached State Supp Wing General Terms arid Conditions, the Invoice, the Atate s expressly made a part of this Agreement. The Agreement is Home Depot. Any installation services provided under this I party Authorized Service Provider, The Home Depot does not structural changes to dwellings or other s1ructures. The Home ion services if) accordance with applicable law. Duo in full Immediately. If applicable. Includes all applicable discounts, robst9s, and taxes. Excludes finance charges. - by Customer's separate cardholder or loan agteement, to Which The iyrnent unoor this Agreement. Customer is subject to tho torms ana inds should be made payable to Aut.orized Service Provider; ent(s) made payable to The Home Depot. 16 Finfah F-121Acceplanceandauthorization: Customer authorizes The Home Depot to order and arrange, for the delivery of all goiandservicesincludedontheInvoice, Customer further agrees and understands that this Agreement is the entl' agreenient between Customer and The Home Depot with regard to said goods and ervices and supersedes sit pri: discussions and agi-cerrienns, either oral or written relating to said goods and services. This Agreement can not 1'. assionect or ornoncled Pxcept by a writing signed by Customer and The Home Depot. Customer acknowledges and agries that Customer has read. understands. voluntarily accepts the terms of and Is entitled to and has received a complete copyofthi,,. Agr"nient, at the tirne Customer signs the Agreement- Installation Professional's license number and permit.firiginformationmayneedtobeprovidedlaterandas91.1ch th a information may be omitted at the time this Agreement issigned. Electronic SignAlure: The parties to the Agreement agree that the digital signatures of the parties included in this Agmcment are intended to authenticate thiti writing and to h ve the same force and effect as the use of manua signatures. Customer acknowledge e, i that he or she is the person named on The Home Depot contract number identified on the point ofwiledevi(,. CANCELLATION, CUSTOMER MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTK E TO THE HOME DEPOT BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING TH S AGREEMENT. THE STATE SUPPLEMENT ATTACHED HERETO CONTAINS A FORM TO SE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN CUSTOMER'S STATE, Under such circums nces, Customer's payment(s) will be returned within ten (10) I business days after The Horne Depot's receipt of Customer's notice. AccapMd I !A-- r--' I 6- J 08/2712016 Cw-inmer's Authorized 5ervica PmvKier's Fuli Busineis/Trade Nailia, ArioreSS -and tkarisw-! No. orN00;), as applicabip. t icortse Nof,.$). Akilhorizl:d Service Providpr'3 Tel No. 4=a Opwil 08.A. 'm_ 24fV) rlir.e.,. %qy X Msociate's/Authurized Service Providor'si ull Signature Asi ociate: Ploose prTnt your s9lesporson's lif;Pmp. ntimber, if applicabl N.M. 31dq 8 J, t lllrita, Georgia 301,A 34011 Page 5 of 10 No. H0264-14584 Gustam4r Copy 4 RECORD COPY SEP 0 6 2016 REVIEWED FOR CODE COMPILIANCE PLANS EXAMINER a - DATE v I N G ovev 4 6 7 U:-f SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL 13E CONSTRUED TO BE AWITHTHEWORKANDNOTASLICENSETOPROCEEDAUTHORITYTOVIOLATE, CANCEL, ALTER OR SETpRovISIONSOFTHETECHNICALASIDEANYOFTHECODES, NOR SHALL ISSUANCE OF A PERMIT PREVENTOFFICIALFROMTHEREAFTERTHEBUILDINGNS, QUIRING A CORRECTION OF ERRORS IN PLA4:4 09 THIS CODE CONSTRUCTIUN Um vlv,, t4l.-; Flori,A,a Building Code On] ine https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGE... FL # FL15129-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Trinity Glass International Address/Phone/Email 33615 Ist Way S Federal Way, WA 98003 253) 875-7300 rickw@rwbidgconsultants.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 F 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 J. King, P.E. F Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL15129 R3 COI CERTIFICATE OF INDEPENDENCE.pd 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 I of 5 6/29/2015 4:15 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?pararn=wGE... 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....P.TodUcts ... ... ................ F L # Model, Number or Name Description 15129.1 a. Fiberglass Door 68 Single Opaque "Impact" Fiberglass Door - Outswing/Inswing Configuration (X) J Limits of Use i Installation Instructions II s 5 9ApprovedforuseinHVHZ: No FL1 1 9 R3 In t 1 12 1 pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15129.1 for Design Pressure Ratings by FL15129 R3 AE Eval 15129.1,I)d specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 15129.2 b. Fiberglass Door 6-8 single opaque "Impact" Fiberglass Door with Non -impact" Sidelite or Sidelites - Outswing / Inswi lig Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15 129 3 11 1 st I I 9 2.pclf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15129.2 for Design Pressure Rati ngs by FL15129 R3 AE. Eval I 9129.2.pdf specific Model and for any other additional use limit ations Created by Independent Third Party: Yes and installation instructions. 15129.3 c. Fiberglass Door 68 Single Opaque "Impact" Fiberglass Door with Non Impact" Sidelite or Sidelites - Outswing / Inswing 1 Configurations (Ox or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15129 R3 II Inst 15129.3.i)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15129.3 for Design Pressure Ratings by AELEvarl 151 3 fL15129—R3 2-9-- ---Pd.- 1 specific Model and for any other additional use limitations and installation instructions. Created by Independent Third Party: Yes 1 15129.4 d. Fiberglass Door 6'8 Double Opaque "Impact" Fiberglass Door with or without "Non -Impact" Sidelites - Outswing Inswing Configurations (XX; OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15129 R3 II Inst 15129.4.iDd Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: See INST 15129.4 for Design Pressure Ratings by Evaluation Reports FL15129 R3 AE a 15 29.4.po specific Model and for any other additional use limitations Created by Independent Third Party: Yes I and installation instructions. 15129.5 e. Fiberglass Door 6'8 Single Glazed "Non -Impact" Fiberglass Door - Outswing/Inswing Configuration (X) i Limits of Use Installation Instructions Approved for use in HVHZ: No R 3—ILInst 151.2_9,_5,p0f 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 2 of 5 6/29/2015 4:15 PM Florida Building Code Online https://www.floridabuiIding.org/pr/pr—app_dt].aspx?param=wGE... Other:See INST 15129.5 for Design Pressure Ratings by i H-1.5.1.29 R3 AE Eval 15129.5,p_df specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 1 15129.6 f. Fiberglass Door 6'8 Single Glazed "Non -Impact" Fiberglass Door with Non -Impact" Sidelite or Sidelites - Outswing / Inswing I Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15129 R3 11 Inst 1S1 9.6.p 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 1 Evaluation Reports i Other: See INST 15129.6 for Design Pressure Ratings by FL.15129 R3 AE Eval 1 12 .6 p i5. 9. I specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 15129.7 Fiberglass Nong. Door 6'8 Single Glazed -Impact" Fiberglass Door with Non -impact" Sidelite or Sidelites - Outswing Inswing Configurations (OX or XO; OXO) Limits of Use 4 Installation Instructions Approved for use in HVHZ: No FL15129 R3 II Inst t5I29.8._pc1f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 15129.7 for Design Pressure Ratings by FL15129 R3 AE Eval 15129.7.i)df specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 15129.8 h. Fiberglass Door 6'8 Double Glazed "Non -Impact" Fiberglass Door with or without "Non -Impact" Sidelites - Outswing Inswing Configurations (XX; OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15129 R3 11 1 nst 15129.8.1)df Approved for use outside HVHZ: Yes Impact Resistant: No i Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15129.8 for Design Pressure Ratings by FL15129 R3 AE Eval 15129.8.1)df specific Model and for any other additional use limita tions 1 Created by Independent Third Party: Yes and installation instructions. 15129.9 i. Fiberglass Door 68 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.15129.9.p Approved for use outside HVHZ: Yes 1 Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No 1 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15129.9 for Design Pressure Ratings by FL15129 R3 AE Eval 15129.9.pd specific Model and for any other additional use limitations Created by Independent Third Party: Yes I and installation instructions. 15129.10 j. Fiberglass Door 68 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 t Installation Instructions Approved for use in HVHZ: No FL15129 R3 11 Inst 15129.10.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Design Pressure: N/A Created by Independent Third Party: Yes E Reports Other: See INST 15129.10 for Design Pressure Ratings by al. uation FL15129 R3 AE Eval J.5129.10.pdf 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 Non -Impact" Sidelite or Sidelites - Outswing Inswing Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15129 R3 II Inst 15129.11j)d i 1 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 15129.11 for Design Pressure Rat ings by FL15129 R3 AE Eval-15129.1i.pjdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 3 of 5 6/29/2015 4:15 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGE... 1 15129.12 1. Fiberglass Door 6'8 Double Opaque "Non -Impact" Fiberglass Door with or without "Non -Impact" Sidelites - Outswing Inswing i Configurations (XX; OXXO) Limits of Use 1 Installation Instructions Approved for use in HVHZ: No FL15129 R3 II Inst 15129.12,I)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No 1 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15129.12 for Design Pressure Ratings by FL_1._5_1_2.9_R3A_E Eval 15129.12.p f specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 15129.13 m. Fiberglass Door 8'0 Single Opaque "Impact" Fiberglass Door - Outswing/Inswing Configuration (X) Limits of Use Approved for use in HVHZ: No Installation Instructions FL15129 R3 II Eval 15129.14.ipdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: See INST 15129.13 for Design Pressure Ra tings by Evaluation Reports I FL15129 R3 AE Eval 15-129.13.pLLf i specific Model and for any other additional use limitations 1 Created by Independent Third Party: Yes i and installation instructions. 15129.14 n. Fiberglass Door T-- - ....... ... ......... . ..... ......... . 8'0 Single Opaque "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 Approved for use outside HVHZ: Yes FL15129 R3 II Inst 15129.14.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Design Pressure: N/A 1 Created by Independent Third Party: Yes Evaluation Reports Other: See INST 15129.14 for Design Pressure Ratings by fll5j2—R3-AE_Eval..15129,.-14.pAf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 15129.15 o. Fiberglass Door i 8'0 Single Opaque "Impact" Fiberglass Door with Non -Impact" Sidelite or Sidelites - Outswing / Inswing Configurations (OX or XO; OXO) i Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL15 2 R 11 1 st 151 9. 5 pLif Verified By: Impact Resistant: Yes Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15129.15 for Design Pressure Ratings by FL15 _12_9_R3_AEE Ldj specific Model and for any other additional use limitations 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 Approved for use in HVHZ; No Installation Instructions FL15129 R3 II Inst 15129.16. p Approved for use outside HVHZ: Yes xif Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evalluation Reports Other: See INST 15129.16 for Design Pressure Ratings by FL15129 R3 AE Eval 15129.16.pdf specific Model and for any other additional use limitations I Created by Independent Third Party: Yes and installation instructions. 15129.17 q. Fiberglass Door 1 8'0 Single Glazed "Non -Impact" Fiberglass Door - Outswing/Inswing Configuration N Limits of Use Installation Instructions Approved for use in HVHZ: No FL15129 R3 II Inst 15129.17. fp 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 15129.17 for Design Pressure Ratings by FL15129 R3 AE Eval 15129.,17,,pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 7 - - I-. 111I.- I .......... ............ - .......... - ... .. ............. - ........... 15129.18 r. Fiberglass Door i 8'0 Single Glazed "Non -Impact" Fiberglass Door with Non -Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO) I-, , I I ....................... ...... 11 ---- I ............ 111 ............. I - -.1- ___ . 1.1.11 --- ................. -----A 4 of 5 6/29/2015 4:15 PM Florida Building Code Online hftps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... Limits of Us installation instructions Approved for use in HVHZ: No FL-1-5-129—R31-I, Inst.15129.18.pdf 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 15129.18 for Design Pressure Ratings by FL15129 — R3 — AE — Eval_151.29.j , 8.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 15129.19 S. Fiberglass Door 8'0 Single Glazed "Non -Impact" Fiberglass Door with Non -Impact" Sidelite or Sidelites - Outswing / Inswing Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15129 R3 II Inst 15129.19,I)df 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 15129.19 for Design Pressure Ratings by j FL15129 R3 AE Eval 15129.19.i)df specific Model and for any other additional use limitations 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 1 without "Non -Impact" Sidelites - Outswing Inswing Configurations (XX; OXXO) Limits of Use installation Instructions Approved for use in HVHZ: No FL15129 R3 11 I,,t 15129.20.pdf 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 ReportsOther: See INST 15129.20 for Design Pressure Ratings by FL15129 R3 AE Eval 15129.20.r)df specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions Contact Us :: 1940 North Monroe Strept. Tallahassee FL 32399 Phone* 850-487-182 The State of Florida is an AA/EEO employer. CQpvright 2007-2013 State of Florida. :: Privacy Statemen :: Al-.c;e5.5ibi1rtv 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(l), 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 bff-e-. Product Approval Accepts: CNWHO 5 of 5 6/29/2015 4:15 PM R W R W Building Consultants, Inc. B Consulting and Engineering Services for the I3UiIdi)10_ IndUS*' C P,O. Box 230 Valrico, FL 33595 Phone 813,659.9197 Florida Board of Pfofies iowal Engineers Certificate of Authmization No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Trinity Glass International Glazed Fiberglass Exterior Exterior Door 4621 192nd St. East Door Doors Assemblies Tacoma, Washington 98446 Non -impact" Phone 235-875-7300 Facsimile 235-875-7301 Inswing/Outswing 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: I 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 same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15129.5 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-15129.5 for size and design pressure limitations. Supporting Documents: 1 . Test Report No. TEL 06-0223-3 TEL 06-0223-2 TEL 01470437 TEL 01471169 TEL 01471168 2. Drawing No. No FL-15129.5 3. Calculations Anchoring Test Standard TAS 202-94 10111,S.2/NAFS-02 ASTM E330-02 ASTM E330-02 & E331-00 ASTM E330-02 & E331-00 Testing Laborato Testing Evaluation Lab.,Inc. Testing Evaluation Labjnc. Testing Evaluation Lab,,Inc. Testing Evaluation Labjnc. Testing Evaluation Labjnc. Prepared by RW Building Consultants, Inc. (CA #9813) Prepared b RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Trinity Glass International is manufacturing products within a quality assurance program that complies with ISOAEC 17020 and Guide 53. Sheet 1 of I Signed b Wendell W. Haney, P.E. Wendell W. Haney, P,E. Lyndon F. Schmidt, P.E. VX Wright VX Wright Signed & Sealed by Lyndon F. Schmidt, P.E, Signed & Sealed by Lyndon F. Schmidt, P.E. A" 0 Lyndon F. Schmidt, P.E. FL PE No. 43409 5/1/2015 F.R-INITY GLI.,"N.,SS AINIIC", R N GLAZED FIBERGLASS DOOR INSWING / OUTSWING NOWIMPAcr' 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 engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPVOfq I lypic I e ev .0 design pressures & general notes 2 pan I detd - t1ush gla ng 3 Door panel details - lip lite glazing 4 TTa nz6n-tol cross sections 5 , Verlical cross sections 6 Buck and frame anchodng 7 Components 1 8 1 Bill of materials 37.59'MAX. O.A. FRAME WIDTH z z 2 MAX DESI.G.NPRESSURE. (PSI) DESIGNPRESSURE (PSO FRAME JAM91YPE F,L,USHGLAZED F.RA,M,E,.:::..: 11PLITEGLAZEDFRAME, DIMENSION T-OSM VE N EGATIVE,% POSMVE. WEGATIVE WOOD 70.0 70.0 47.0 47.0 37.50" x 81.98" PVC FIBERGLASS/COMP 1 60.0 60,0 47.0 47.0 PV z 1- 00 z gz U 0. z VU 0 IL056.M M C 0. 00z I P 0 C) j z 0 2 I'DWO, W11Y..; JK LFS FL— 15129.5 ET _L OF 8 PVC STILE CAP 1.59, DOOR SKIN 210' HOT MELT SEALANT MAX. D. L .0. SILICONE EXTERIOR LOCKBLOCK INTERIOR HORIZONTAL CROSS SECTION 5" GLASS BITE r 0 A.THK GLASS 1/8" TEMPERED GLASS AIRSPACE 17 I I -- 1/8"TEMPERED GLASS 8 X 1- 1 /8" SELF ALUMINUM BUTYL THREADING SCREW A2 OR STAINLESS STEEL d b SPACER SYSTEM GLAZLI NG DETAIL G 1Ed z Flush Lite Frame 0 SEE HOT MELT SEALANT SILICONE HARDWARE SEE CHART DEETAIL 1 - T E,, 4D0FRIBERGLASS MDOORwithFLUSHGwithFLUSHGLAZING FIBERGLASS DOOR SKIN: MIN. 0.07(Y'THK. FOAM CORE MATERIAL: POLYURETHANE 6V NOTE: 1, Spacing for lite frame screw is as follows: Top and Bottom: 2-3/,V'frorn comers & equally spaced thereafter (4 total) Sides: 2-3/4'from corners & equally spaced thereafter (8 total) DETAIL I PVC COMPOSITE N TOP RAIL Q. 191, 1.24" FLUSH! GLAZED FRAMEA2LU"' B.S .1 PC/ASA A GA a?F'%UrF FUME 5" GLASS BYTE I" O.A, THK GLASS 1/8"TEMPERED GLASS AIR SPACE 1/8"TEMPERED GLASS 8 X 1 -1 /&'SELF 1'7 ALUMINUM BUTYL THREADING SCREW OR STAINLESS STEEL SPACER SYSTEM GLAA1'1NG DETAIL G3 , '. 'L Flush Ute Frame HARDINARECHART: A ANUFACTUREA MODEV, KNOB: SIGNATURE SERIES KWIKSEF DEADBOLT: SIGNATURE SERIES (980) KNOB & DEADBOLT: KWIKSET SIGNATURE SERIES COMBO PACK (991) K OB: F SERIES SCHILAGE I ZDBOLT: B60 SERIES I DOOR SKIN PVC COMPOSITE B070M RAIL zo pf n r2-- VERTICAL CROSS SEC77ON 2 0 u z z .0 6 00 =I C W 1) D z M00. 6Cz0 C Ld A a: ON SEdo 0 M X M FE0 Z3 L- SCALL N.T.S. DWO. BY. JK CHK Or LFS DRAANG NO.: FL-15129.5 iHEET. 2 OF 8 PVC STILE CAP 0. 1 cr, 0.31" - 35.75'MAX. PANEL WIDTH 21.9 MAX. D.L.O. C; x 0 I , CSEE DW 0 HAR ARE CHART LligE G SS DOOR PANELL_L4 E GLAZING FIBERGLASS DOOR SKIN: MIN. 0.07(Y'THK. FOAM CORE MATERIAL: POLYURETHANE DETAIL I EXTERIOR INTERIOR HORIZONTAL CROSS SEC77ON HOT MELT SEALANT - DETAIL I LOCK BLOCK PVC STILE CAP 2.48- 1.58" PVC TOP RAIL LVLsnUE SEE NOTE 1 DOOR SKIN 1/7'GLASS BYTE 1 " O.A. THK GLASS 116 TEMPERED GLASS AIR SPACE 1 /9'TEMPERED GLASS 8 X 1-1/2' PPH SMS ALUMINUM BUTYL SEE NOTE 1) OR STAINLESS STEEL SPACER SYSTEM gl-GLAZING DEIA.11 1.51 g 111A MEl-YA-1 CJA KWIKSET KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (960) KWIKSET KNOB & DEAD:OLT., SIGNATURE SE IES COMBO PACK (991) SCHLAGE KNOB: F SERIES DEADBOLT: B60 SERIES NOTE: 1. Spacing for lite frame screw is as follows: Top and Bottom: 7from each comer and at centedine (3 total) Sides: 7'from each comer and equally spaced thereafter (8 total) 40 z 0 M E 6z 6 3- Z 6 0 0- E z EXTERIOR INTERIOR 11IPOSITE 88TTOM RAIL 2 VER77CAL CROSS SEC77ON 0 1 1 1-1,11-121 t DATE 1118112 SCALE, N. T. S. M. ErY. JK a CW. BY.. LFS 3 EiRMNG -No FL- 15129.5 c sHErr 0LoF 1-1/47MIN. EMB. (TYP.) 1 2 3 4, F C z 0 'i z 00 0 12 tNTERIOR n z 2E K 0 Z6 0 0 0 r2 E' 0 EXTERIOR 23 H A HORIZONTAL CROSS SECTIO Shown w/l X sub -buck EMB. (TYP.) 1 3 4 5 EMB. (TYP.) 0 0 0 C 0. 15" CMINKCSINK --I TYP.) (TYP.) 1 2 3 4 1 2 3 4 INTERIOR INTERiOR C) V) z 40 0 EXTERIOR EXTERIOR 23 DATE 7118112 z scALE: N.T.S. cDBBD 3 DWG. BY: J KE CHK. Uy'. LFS 3: E NGNO '. aIHORIZONTALCROSSSECTIONr2-- HORIZONTAL CROSS SEC77ON Outswing shown - Inswing also approved Outswing shown - Inswing also approved FL— 15129.5 OF 8SHEET I MOMMINION E z X2X3 4)EXTERIOR INTERIOR EXTERIOR 2 ) VER17CAL CROSS SECTION 5 j/ Shown w/]Xsub-buck X% ............ 6z z 0.6, Z 00 o 0 n z u . 0 0 z c-, 2 U't 0 W d 0 C- 5 6Cz c 'i C) WLO 5 En 0 D 000 3 VERTICAL CROSS SECTION VERMAL CROSS SECTIONOutswingsill - high dam 7 Inswing sill SCALE N.T.S. DWG. BY: JK CHK. ErY: LFS DRAMNG 140, FL-15129.5 SHEET _5 OF 8 2X BUC MASONI OPENIN C; L SEE HINGE DETAIL 2 SEE HINGE DETAIL I 6' (TYP.) FT, 2X BUCK I X BUCK TYP. HEAD AND JAMBS 2X BUCK DOOR o FRAME d MASONRY OPENING TYP. SILL al BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB Masonry construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to 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: MIN— MIN. CLEARANCE:. MIMCLEARANCE SIZE TOMASONRY: rOADiACENJr. EDGE ANCHOR ITW BUILDEX 3/16" 1-114" 3" 1-1/2" TAPCON' T-1 —14" 2" 4" ELCO , 114" 1-114" 1. 4" ULTRACON WOOD SCREW INSTALLATION NOTES: 1, maintain a minimum 516'edge distance, I " end distance, & V o.c. spacing of wood screws to prevent the splitting of wood. HINGE DETAIL I BUCK BUCK HINGE DETAIL 2 NN .4, 19 Av C.) 1: <—Z 8 2 Z 0 W 0 0') z 0 z IS Z,5E ZIt M Q. 1E 00' 64 2X BUCK H IX BUCK R; C-) 03 23 0 STRIKE PLATE DETAIL F1 I I 2X BUCK 1XBUCK I I I I I III L DATE: 1118112 scALE: N. T. S. DWG. BY-. CHK. W: LFS DRAVANG NO.: FL-15129.5 SHEL7 OF ej 4.56" Ito 2.39- 0-E.40 AND IAMBS ad 4.56" 0 Z44- EADANDIAMI EADAND,JAM w/ Fiberglass Wrap 4.56" 2.44" EADAND IAMIS L4 0 V) Z 00 oZ zz0 (3 0. C w Ix I c 60z I2 Lj V) w 0 0 rE SILLKEY, RIGHT SiLLKEY. LEFT SCALE NONE SCALE, NONE 4.56" 1.212" 071 —7-- 0 0la —A \— So SMIA DEMIS P",Z, smE: N.T.S. DWG. e(: JK CHK e(-. LFS DROWANG NO, FL— 15129.5 SHEEr _L OF 4,0 BILL OF MATERIALS JTEM # DESCRIPnON MATERIAL d)*.v A I X BUCK SG >= 0.55 WOOD CIE o 8 2X BUCK SG >= 0.55 WOOD z C 1/4!'MAX. SHIM SPACE D I /,VX 2-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL z 6; 6 o z E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 0 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE z ;;6 z (jE. F 1/4!'X 3-3/4'PFH ITW CONCRETE SCREW STEEL a m .6 . e =4,o* o K H 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL t m 1 a- u. 1 9 X 2-1/4" PFH WS STEEL L L 8 X 2-1/2" PFH WS STEEL zd o P 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL o I HEAD & JAMB (FINGER -JOINT PINE - SG >= 0.42) WOOD 2 HEAD & JAMB FIBERGLASS/COMP 3 HEAD & JAMB PVC 4 HEAD & JAMB PVC 5 INSWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUMINUM 6 DOOR BOTTOM SWEEP PVC 1 /4 PFFI DRYWALL SCREW STEEL m o 12 WEATHERSTRIP QEBD650 Q-LON 18 3.983" X 4.01' HINGE MIN 0.098" THICK STEEL On 19 SILLKEY PC/ASA o 22 DEADBOLT STRIKE PLATE STEEL 23 LATCH STRIKE PLATE STEEL 24 #9 X 5/&'PFH WS STEEL 25 OUTSWING HIGH -DAM THRESHOLD ALUMINUM W1 COMPOSITE SUBSTRATE ALUM./ COMP. 26 9 X I.U'PFH WS STEEL u 27 OUTSWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE A UM./ COMP. ANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 64 8 X 2" PFH WOOD SCREW STEEL o cc ao DATE: 111BI12 scALL N.T.S. DWG. BY. JK i CHK. BY. LFS 3: DRAWNG NO, FL— , 51 9.5 o SHEET _j_ OF REQUIRED INSPECTION SEQUENCE BP# i/-- 7-4G'T Address: f4o-t PA-LAcxm 13016'INGPERMIT min Max Inspection Description Tootei: / Setb6ck Sternwall Foundation / Form Board Survey Slab / Mono S lab- Prepour Lintel / Tie Bea-m / 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) W, N MA Min Max Inspection Description Underground Footer Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min,, Max Ins2ection Descri2tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Mk, 6"fi Min 'Max 41 Inspection Description Mechanical, Rough Mechanical Final giA110gllm, WYMN Min Max Insj2ection Description Gas Underground Gas Rough Gas Final REVISED: June 2014