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HomeMy WebLinkAbout223 Belgian Way161 CITY OF SANFORD BUILDING & FIRE PREVENTION t PERMIT APPLICATION AUG 0 2016 ._ Application No• HiQ ' O CEJ Documented Construction Value: S Job Address: G Historic District: Yes No , Parcel ID: /$- 020 — Residential R Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: / LU S!Z!!dL Plan Review Contact Person: Title: Phone: VP7-44er 10g4?a Fax: Email:deC krrda2,cs (;RT400, 6Mt Property Owner Information Name %7o646L. i Xlwl _ tca°D Gl'yf Phone: g627- q7 a3q- 67 Street: a23 8rlglan N.&I Resident of property? : 5 City, State Zip: sa/? 30'x]73 Contractor Information Name yl/ lj 'z e- Phone: Street: 7oLc& Fax: z ' -7 3 City, State Zip:T S.L • 3A State License No.: 0-131" loZc q _ Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FSC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5m Edition (2014) Florida Building Code 09-1 Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fetes when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. signature of Owner/Agent DateSinaure ofConforAgent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID _ bmitz P ht Co ctor/Agent' Name c / S ature of Notary State of Florida Date P""' LISA ANTONINI Notary Public - State of Florida o My Comm. Expires May 21, 2018 F OF f'0 Commissio'V, FF 125 42 ntra6T6YlAirent is 'ersonal v K wn to Me or BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - 4 of Amps_ Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: - 10-)G _UTILITIES: ENGINEERING: COMMENTS: N-% J FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER.: BUILDING:1, 1l - L Revised: June 30, 2015 Permit Application Cie L4 LOT 92 Parcel: Owrer. KE. p: ProperviAddress: 277- Parcel Information Value Summary Parcel 18-20-31-505-0000-0920 2016 Vvbrkihg 2015 Certified Owner KEPPELER JANICE & NEIL P8 60 PGS 27 - 29 Values VakM!25 Prop" Address 223 BELGIAN WAY SANFORD. FL 32773 Valuation Method CostfMarket CosMlilarkel Mailing 223 BELGIAN WAY SANFORD, Fl- 32773 Nm*ff of ammirvs I I Subdivision Nam Depreciated Bldg Value 120,991 $1109.6w Depreciated EXFT Value Dftkg SI-SANFORD Land Value (Market) 32,000 $30.000 DOR Use Code 01 -SINGLE FAMILY Assessment Value Land Value AC Exempt vak" Exemptions OD4iOMESTEAD(2006) il - q2 152,991 $M,636 I 10 ijmy Glz', Portability Adj So" Our Homes Adj SU,342 $35,714 Amendment I Adj P&G Ai:4 $0 $D Assessed VoW $104,649 $103,922 Tax Arrwrit wdxxd SOH: $2,=.44 2C lb $1,293.62 Save Our Homes Savings: $726.82 Does NOT INCLUDE Non Ad Valorem Assessments Legal Descdpkkm LOT 92 BAKERS CROSSING PH 1 P8 60 PGS 27 - 29 Taxes T-ing Authority Assessment Value Exempt vak" Taxable Value Courtly General Fund 104,649 50,000 554.60 Schools 104.649 25,000 79,649 City Sanford 104.60 S50,0W 54,649 SJVYM(Saint Johns Water Maingernerd) 104,649 50,000 54,649 County Bonds 1104,649 50.000 554.649 Sales Description Date Book page AmoLud Qualified VACAMP WARRANTY DEED 7111r2= 175,00D Yes Improved CORRECTIVE DEED I2J1r2= im No Vacard WARRANTY DEED 911r2W2Improved149,80D Yes WARRANTY DEED 5/112"2 380,000 NO Vaceirl Find C–ornparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 $32.000.001 $32.000 BWldlng Infonrimflon CIR:-!Isle Description Year Built Faliures Bed Balk Base Area Total SF Living SF Eid Wall Adj Value Rep[ Value AppendagesActual(Effective 2002 7 1,751 2,307 1,7511 $120,991 $127,359 Description Area 2016-07-06 09:23 0264EX 4073331117 110146X Home Important additional information regarding Customer's I Scope: This "Agreerrtent" consists of this page, the fol Supplement if applicable, and any drawings or Change arc between the Customer identified on the Invoice and Th Agreement shall be performed by a licensed and Insured th perforin architectural or engineering services, nor does it ma De opt and its Authorized Service Provider will perform instal' Payment Scheeule.' Payment is required immedintoly as follows; P 4073331117 >> +1 407 209 0090 P 1/1 i. Page 4 of 9 No. H0264-$1331 tent Agreement EAD THIS his may be contained iri an attached State Supplement wing General Terms and Conditions, the Invoice, the State s expressly made a part of this Agreement. The Agreement Is Homo Depot. Any installation services provided under this party Authorized . ervice provider. The Home Depot does not structural changes to dwellings or other structures. The Home on services in accordance with applicable law. aynient. 5_3315 lag Due in full immediately. l sales Tax: $ If applicable_ Total Amount of Sale - Includes all applicable discounts, rebates, and i taxes. Excludes finance charges.` l I Any interest payments or other finance charges will be detr_rminec1 by Customer's separate cardholder or loan agreement, to which Ter. Hnme Depict is NOT a party, and will be in addition to Customer`s 4ayment under this Agreement. Customer is subject to the terms and Culiditinns of the cardholder or loan agreement, as applicable, No funds should be made payable to Authorized Service Provider; however, Authorized Service Provider may Collect Customers paylpeot(s) mado payable to The Horne Dopot. I Anticipated Delivery I Installation Schedule Doriyery Date: I _ Start Date_ 07119 Finish Date: 08/15/2016 Acceptance and Authorization: Customer authorizes Thel Home (depot to order and arrange§ for the delivery of all ,goods and servirey included on the Invoice. Customer furtheriagrees and understands that this Agreement is the entire agreement between Customer and The Home Depot with regard to said goods and services and supersedes all prior discussions and agreements, either oral or written relating to said goods and services. This Agreement can not be i assigned or amended except by a writing signed by Custoit'jer and The Home Depot. Customer acknowledges and agrees j that Customer has read. understands, voluntarily accepts thle terms of and is entitled to and has received a complete copyIofthisAgreementatthetimeCustomersignstheAgreerlent. Installation Professional's license number and permitting Intornintion may need to be provided later and as such tfpis information may be omitted at the time this Agreement is signed. I Electronic Slanature: The parties to the Agreement agee that the digital signatures of the parties included in this Agreement are intended to authenticate this writing and to hive the same force and effect as'the use of manual signatures, Customer acknowledges that he or she is the person narnecl on The Home Depot contract number identified on the point ofsaledevice. CANCELLATION; CUSTOMER MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO THE HOME DEPOT BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING THIS AGREEMENT, THE STATE SUPPLEMENT ATTACHED HERETO CONTAINS A FORM TO PSE IF ONE IS SPECIFICALLY PRESCRIBED BY m tLAWINCUSTOMER'S STATE. under such circuanees, Customer's payrnent(s) will be returned within ten (10) business days after The Home Depot's receipt of Customer'$ notice. Accepted qy I ,_1 07/05/2016 Atilhunzed Sorvice Provider's Full 8usinesslTrado Nemm-, Address and l.icelso No or No(s).; as ApplicdtAe: Aulltoficed Servi e. Provider's Late X. . Assoclata'slAulhonzed Service Prwidmer, Full Signature — Date ASSOd9ta: Please print your UlasoP.rson'S license number, If appliceble. I , I Home Depot U.S.h Iry,; 2465 118099 Fr,:ayftusu, N.W., Bldg 8 3. AtWila, Georgia 30329 i Page 4 of 9 NO. H0264-8133 Custom r Copy RrYANni THIS INSTRUMENT PREPARED BY: Name: Decker Doors Inc. Address: 724 Brooks Ct Winter Springs FL 32708 NOTICE OF COMMENCEMENT Permit Number: _ Parcel ID Number: 18-20-31-505-0000-0920 lillll a!III i9El! VIII VIII Illli IIII III r- iIf -1;'•: iai•il'`ii::: l i i I L,..,•. i..)i- ,:,.i..:..!I ( t„i::_}}::I ... ..+_ii',r iiii:Jl._(....... a 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 92 Bakers Crossing PH 1 PB 60 PGS 27-29 223 Belgian Way Sanford, FL 32773 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Nell I,,l Interest in property. 1000/o Sanford FL Fee Simple Title Holder (if other than owner listed above) Name: 4. CONTRACTOR: Name: Ducker 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: 6. LENDER: Name: NIA Address: Phone Number. 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7„ Florida Statutes. Name Phone Number: 8. In addition, Owner designates of 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 70 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 1'0 OB -i AIN "FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING'YOUR NOTICE OF COMMENCEMENT. Janice or Neil Keppeier signature of owner orh_essee, or owners or Lessee's (Print Name and Provide Signalory's TidelOfhce) Aulhorized Otic rMgraclorlPanner7Manager) State of f— 'a 41[x' u• County of The foregoing instrument was acknowledged before me this / day of- tt 20 • r by ! Y -, /S Ffe L2= J /_ f l.a _-t Who is personaiiy known to me © OR Name of n mon makino statement who has produced Identification type of identification produced: 1) COPY-- NlARY.ANVEE MORSF. CLE. K C -F THE GR ' Il' COUfiI' AND C v. Trp.O E `R 3LIvtINOLE CL U.' Y, FLr '. A DEPUTY CLERK OF 1 i ,P\ `• JUL ' - --- aallllll/ il 7 y Comm.. My Exp1 IIf ff Jul 16. 2019Z SignaWLe 177 FF U841 NOTARY oA ., .4w'•' oma': PUBLIC .. iltl `F•C"GtiN1 o S P,% DEPUTY CLERK OF 1 i ,P\ `• JUL ' - --- City of Sanford Doors - Windows Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: All permit applications must be complete prior to acceptance. A complete application shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). Two (2) copies of the floor plan indicating size, type and location of windows/doors. Completed and signed Statewide Product Approval Specification Form. Two (2) copies of the manufacturer's installation instructions. Contact Person information entered in Naviline? Application forms stamped received and initialed These guidelines were compiled to assist the applicant in preparing a windows / doors permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Revised.• February 2015 AUG 0.9 2016 FBY: RECORD COPY REVIEWED MR CODE COmpbANCE ZQC A PERMIT ISSUED SHALL BE CONS LICENSE TO PROCEED WITH THE W( AUTHORITY TO VIOLATE; CANCEL, ASIDE ANY OF THE PROVISIONS OF CODES, NOR SHALL ISSUANCE OF A THE BUILDING OFFICIAL FROM.' REQUIRING A CORRECTION OF ERI CONSTRUCTION OR VIOLATIONS UED TO BE A AND NOT AS VILD TER OR SET g NG, E TECHNICAL RMIT PREVENT SANFpREAFTER RD 3S IN PLANS, THIS CODE o OgRTM 16-2265 r tui iva uutiuiii,; %,,vue vtutue nups://www.floriciabwIcling.org/pr/pr_app_dtl.aspx?param=wGE... 4 J 3 Y 7 3A orf .3 EM-41-11fJf '? 3m h"[' kF. s i " '`^ lq > L*r . •^` r £ '`,,,' "°° r'.,'t , B rs• ,.s a r r ... w 'is°-,•, ' .-x. -„ ig r,,. "rsd .at s wti aa t d e ! Fera -hr ...a + a 'r a r,, • r 1 BCIS Home Log In User Registration Hot Topics Submh Surcharge i Stats & Fads Publications i FBC Staff BUS Ste Map Links i Search BusineJfa PrAs f " ibnal M Product Approval V `i"r '° USER: Public User a10 4k4tl 4 Produc;._u?yro !a.l _ienu > P duct_g"_Fyplication Sezrc` > APPA tgn his. > Application Detail FL # FL15129-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Trinity Glass International Address/Phone/Email 33615 1st 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 FT 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. C? 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 odf Standard Year 101/I.5.2/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 LLPis i i w w w.liorluaoui iaing.orgipr/pr-app_dtl.aspx'?param=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 Products FL # Model, Number or Name Description 15129.1 a. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door - Outswing/inswing Configuration (X) i Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL15129 R3 II Inst 15129.1.Ddf Impact Resistant: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 15129.1 for Design Pressure Ratings by Evaluation Reports FL1S129 R3 AE Eval 15129 1 odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 15129.2 b. Fiberglass Door .... fi 8 Single Opaque "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 I Approved for use in HVHZ: No FL15129 R3 II Inst 15129.2.Ddf i Approved for use outside HVHZ: Yes Verified 6y: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 15129.2 for Design Pressure Ratings by FL15129 R3 AE Eval 15129 2 pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 15129.3 c. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door with Non -Impact" Sidelite or Sidelites - Outswing / Inswing Configurations (OX or XO; OXO) Limits of Use Installation Instructions 1 Approved for use in HVHZ: No FL15129 R3 II Inst 15! 29 3.odf 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 FL15129 R3 AE Eval 15129.3.odf j specific Model and for any other additional use limitations Created by Independent Third Party: Yes j and installation instructions. j 15129.4 d. Fiberglass Door 6'8 Double Opaque "Impact" Fiberglass Door with or j without "Non -Impact" Si del ites - Outswing / Inswing I Configurations (XX; OXXO) Limits of Use Approved for use in HVHZ: No Installation Instructions FL15129 R3 iI Inst 15129 4 Ddf Approved for use outside HVHZ: Yes j Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports j Other: See INST 15129.4 for Design Pressure Ratings by FL15129 R3 AE Eval 15129.4.odf specific Model and for any other additional use limitations Created by independent Third Party: Yes and installation instructions. 1 15129.5 e. Fiberglass Door 16'8 Single Glazed "Non -Impact" Fiberglass Door - Outswing/Inswing Configuration (X) Limits of Use Installation Instructions Approved for use in HVHZ: No FL151293 iI It,st 15129.5 n 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 2 of 5 6/30/2015 6:46 PM 1«Y0. w w w-mui tuaouiiamg.orgipripr_app_dti.aspx?param==NvGE... Other: See INST 15129.5 for Design Pressure Ratings by ' FL15129 R3 AE Eval 15129.5.Ddf specific Model and for any other additional use limitations Created by independent Third Party: Yes and installation instructions. 15129.6 f. Fiberglass Door 6'8 Single Glazed "Non -Impact" Fiberglass Door with Non -Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; 0X0) Limits of Use Installation Instructions Approved for use in HVHZ: No j FLI 5121, R3 iI Inst15i_29.6_.pdf Approved for use outside HVHZ: Yes j 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 15129.6 for Design Pressure Ratings by FL15129 R3 AE Eval-129,6.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yesandinstallationinstructions. 15129.7 g. Fiberglass Door 6'8 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 8 Bdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other: See INST 15129.7 for Design Pressure Ratings by FL15129 R3 AE Eva! 15129 7.ndf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. I 15129.8 h. Fiberglass Door 6'8 Double Glazed "Non -Impact" Fiberglass Door with or without "Non -Impact" Sidelites - Outswing / Inswing Configurations (XX; OXXO) i Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL15129 R3 ii Inst 15129.8 Bdf Verified Impact Resistant: No 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 FL -1512? R3 AE Pval '+ 5? 2Q.8.Bdf specific Model and for any other additional use limitations i Created by Independent Third Party: Yes and installation instructions. Created by Independent Third Party: Yes t 15129.9 i. Fiberglass Door 6'8 Single Opaque "Non -Impact" Fiberglass Door - j Outswing/Inswing Configuration (X) Limits of Use Installation Instructions y Approved for use in HVHZ: No Approved for use outside HVHZ: Yes i FL_5129 R3 Ii Inst i5129 9.pdf i Verified By: LyndonIImpactResistant: No F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15129.9 for Design Pressure Ratings by specific Model and for any other additional limitations j FL15129 R3 AE Eval ? 5129.9.Ddf use i Created 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 jContinuous Head and Sill Configurations (OX or XO; OXO) Limits of Use I Installation Instructions Approved for use in HVHZ: No FL15129 R3 iI I' st 151 29.' 0 Bdf 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 i Evaluation Reports Other: See INST 15129.10 for Design Pressure Ratings by FL15129 R3 AE Eval 15129 10 Bdf 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 j Configurations (OX or X0; OXO) Limits of Use + Installation Instructions Approved for use in HVHZ: No FLi5129 R3 II Inst 15129.11 Bdf 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 i Evaluation Reports Other: See INST 15129.11 for Design Pressure Ratings by j FL15129 R3 AE Eval 15. 29.11.p f specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. of 5 6/30/2015 6:46 PM iiuP6:n www.noriciaoullding.org/pr/pr_app_dtl.aspx?param=wGE... of 5 6/30/2015 6:46 PM 1-5129.12 I. Fiberglass Door 6'8 Double Opaque "Non -Impact` Fiberglass Door with or without "Non -Impact" Sidelites - Outswing / Inswing Configurations (XX; OXXO) Limits of Use 4 i Installation Instructions Approved for use in HVHZ: No FL15129 R3 Ii inst 15129 12 odf Approved for use outside HVHZ: Yes Impact Resistant: No I Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A i Created by Independent Third PaParty: Yes Evaluation Reports Other: See INST 15129.12 for Design Pressure Ratings by FL15129 R3 AEEval 15129.12.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yesandinstallationinstructions. 1 15129.13 m. Fiberglass Door 8'0 Single Opaque "Impact` Fiberglass Door - i Outswing/Inswing Configuration (X) Limits of Use Approved for use in HVHZ: No I Installation instructions Approved for use outside HVHZ: Yes FL15129 R3 it Eva( 151 29 14 Ddf Verified By: Lyndon F. Schmidt, P.E. 43409ImpactResistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 15129.13 for Design Pressure Ratings by FLIS129 R3 AE Eval 15129 13 odf specific Model and for any other additional use limitations i Created by Independent Third Party: Yesandinstallationinstructions. 15129.14 n. Fiberglass Door 8'0 Single Opaque "Impact' Fiberglass Door with j i "Non -Impact' Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Approved for use in HVHZ: No Installation Instructions I FL15129 R3 II Inst 15129 1aApprovedforuseoutsideHVHZ: Yes Ddf Verified By yL ndon F. Schmidt, P.E. 43409 ! Impact Resistant: Y i Yes Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 15129.1-4 for Design Pressure Ratings by Evaluation Reports FL15129 R3 AE Eval 15129 14 Ddf specific Model and for any other additional use limitations i Created by Independent Third Party: Yes jandinstallationinstructions. L_ .........._.._............._..._......._._._....._.._..._.__....._._............. o. Fiberglass Door 1_... .. i -.._.__..................._...._.......15129.15 osn9eoPaqu2 "Impact" Fberglass ._._..._.. 8'0Door with j Non -Impact" Sidelite or Sidelites - Outswing / Inswing 1._...__..__,__..____._-.____._._..-.._._..-_..._.____..-_-_.___________.__ F Configurations (OX or XO; OXO) LimitsLimits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FLi5129 R3 II Inst 15129.1 I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yesj Design Pressure: N/A i Created by Independent Third Party: Yes Other: See INST 15129.15 for Design Pressure Ratings by Evaluation Reports j FLi5129 R3 AE Eval 15129_l_5_pdf specific Model and for any other additional use limitations s Created by Independent Third Party: Yesandinstallationinstructions. 15129.16 p. Fiberglass Door 8'0 Double Opaque "Impact' Fiberglass Door with or without "Non -Impact" Sidelites - Outswing / Inswing C..o...nfigurations (XX; OXXO) i Limits of Use Installation Instructions Approved for use in HVHZ: No FL' 5129 R3 II Inst I5129.16.Ddf ! Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: YesP Created by Independent Third Party: YesDesignPressure: N/A Other: See INST 15129.16 for Design Pressure Ratings by Evaluation Reports i j FL15129 R3 AE Eva! 15129 16 Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 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 FL15129 R3 II Inst 15129.17.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 l 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 ELl$129 R3 AE Ev_al 15129.17.odf specific Model and for any other additional use limitations i Created by Independent Third Party: Yes and installation instructions. 15129.18 r. Fiberglass Door 8'0 Single Glazed "Non -Impact" Fiberglass Door with i Non -Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO) of 5 6/30/2015 6:46 PM nLTps: ii www.tlorictabui Iding.org/pr/pr_app_dti.aspx?param=wGE... Limits of Use i Installation Instructions Approved for use in HVHZ: No ! FL15129 R3 IT Inst 15129.18.EApprovedforuseoutsideHVHZ: Yes ! Verified By: Lyndon F. Schmidt, P.E. 43409ImpactResistant: No Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other: See INST 15129.18 for Design Pressure Ratings by 1 FL15129 R3 AE Eval 15129.18.odf specific Model and for any other additional use limitations I il Created by Independent Third Party: Yesandinstallationinstructions. 15129.19 i 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 odf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409ImpactResistant: No I Created by Independent Third Party: YesDesignPressure: N/A i Evaluation Reports Other: See !NST 15129.19 for Design Pressure Ratings by i FL15129 R3 AE Eval 15129 19 odf specific Model and for any other additional use limitations Created by Independent Third Party: Yesandinstallationinstructions. 15129.20 t. Fiberglass Door 8'0 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 j FL15129 R3 II Inst 15129 20 odf Approved for use outside HVHZ: Yes i Verified By: Lyndon F. Schmidt, P.E. 43409ImpactResistant: No Created by Independent Third Party: YesDesignPressure: N/A i Evaluation Reports Other: See INST 15129.20 for Design Pressure Ratings by 1 FL15129_R3 AE Ev_al 15129.20.odf specific Model and for any other additional use limitations i Created by Independent Third Party: Yesandinstallationinstructions I. Ne - Contact Us :: 1940 North Monroe StMet.Tallahassee FL 32399Phone: 850-487-1824 The State of Florida is an WEED employer. Coovriaht 2007- OS `a[e of Florida.:: Privacy Statem Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail, if you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. 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 personaladdress, 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 beta.,. - Product Approval Accepts: L;=__9i=7='=: _^ i of 5 6/30/2015 6:46 PM R W R W .Building Consultants, Lnc. BConsulting and Engineering Services fbr the Building Industry C P.O. Dar 230 Valrico, PL 33595 Phone 813 659.9197 Florida Board of Professional Engineers Cenificaie of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Trinity Glass International Glazed Fiberglass Exterior Exterior Door 4621 192nd St. East Door with Sidelite s Doors Assemblies Tacoma, Washington 98446 Non -Impact" Phone 235-875-7300 Facsimile 235-875-7301 Inswin 10utswfn 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. 61G20-3, 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 -15129.7 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL -15129.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 06-0223-3 TEL 06-0223-2 TEL 01470437 TEL 01471168 TEL 01471171 2. Drawing No. No. FL -15129.7 Test Standard TAS 202-94 10111. S.2/NAFS-02 ASTM E330-02 ASTM E330-02 & E331-00 ASTM E330-02 & E331-00 Testing Laboratory Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,inc. Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Prepared by RW Building Consultants, Inc. (CA #9813) Signed by Wendell W. Haney, P.E. Wendell W. Haney, P.E. Lyndon F. Schmidt, P.E. V. K. Wright V. K. Wright Signed & Sealed by Lyndon F. Schmidt, P.E. 3. Calculations Prepared by t Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) z" ) f &'; ,e Lyndon F. Schmidt, P.E. 4. Quality Assurance; s p 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 ISO/IEC 17020 and Guide 53. «; r Lyndon F. Schmidt. P.E. FL PE No. 43409 5/1/2015 Sheet 1 of 1 y T % LAss I IN) GLAZED FIBERGLASS DOOR with SIDELITE(S) INSWING / OUTSWING NON -IMPACT" 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 engineer or registered architect. Cil OF CONTENTS SHEEN TABLE DESCRIP17ON 1 Typical elevations, des, n resswe, R general notes 2 Door panel detal - ush laz n 3 Door panel details . lip lite glazing 4 Sidelite panel details 5 Sidelite panel details 6 Elevations 7 Horizontal cross sections 8 Vertical cross sections 9 Vertical cross sections _ 10 Buckanchorin 1 I Frame anchorin 12 Components 13 Bill of materials Cil 53" MAX. OA. FRAME WIDTH - 15.5" MAX. FRAME WIDTH 37.50" MAX, ....... FRAME WIDTH JAMB TYPE ssis *111111",''. DESIGN PRESSURE (P5F). L1PaffE z NEGA.. TfVE POSFTINE NEGATl.VE N 53.0" x 81.88" 68.5" X 81.88" WOOD J` Z 47.0 47.0 FIBERGLASS/COMP x = 0w 47.0 47.0 wx N; X O FIBERGLASS/COMP Pvc 1 O 55.0 35.0 LL ¢ 47.0 35.0 o vim•/• X yC7 Q a n 1 r *r L J 68.5" MAX. CA FRAME WIDTH Boxed Jamb Sidelites CONFIGURATION MAX. FRAME DIMENSION:POSITIVE JAMB TYPE ssis *111111",''. DESIGN PRESSURE (P5F). L1PaffE NEGA.. TfVE POSFTINE NEGATl.VE OX/XO OXO 53.0" x 81.88" 68.5" X 81.88" WOOD J` 55.0 47.0 47.0 FIBERGLASS/COMP 55.0 47.0 47.0 Pvc WOOD N; 6 a'2. •m 35.0 47.0 FIBERGLASS/COMP Pvc 1 55.0 35.0 55.0 35.0 47.0 35.0 47.0 35.0 vim•/• yC7 Q a n r *r L o m i68.5" MAX. CA FRAME WIDTH i y i U o Z 415.5" MAX. O.A. a Ern 3 m a o FRAME WIDTH g u ° 3 a s 6t. VI 7 Ot m 37.50" MAX. s u a FRAME WIDTH E oc z A auc vi All a w t 0 o 02 m O X O w W O O 0w0 01 0_ i a a U, Boxed Jamb Sidelites CONFIGURATION MAX. FRAME DIMENSION:POSITIVE JAMB TYPE DESIGN PRESSUREIP FLUSH. GLAZED , DESIGN PRESSURE (P5F). L1PaffE NEGA.. TfVE POSFTINE NEGATl.VE OX/XO OXO 53.0" x 81.88" 68.5" X 81.88" WOOD 55.0 55.0 47.0 47.0 FIBERGLASS/COMP 55.0 55.0 47.0 47.0 Pvc WOOD 35.0 55.0 35.0 55.0 35.0 47.0 35.0 47.0 FIBERGLASS/COMP Pvc 1 55.0 35.0 55.0 35.0 47.0 35.0 47.0 35.0 E: 1/18/12 ULLN.T.S. G. BY: JK C. BY.. LFS SWING NO.: FL -15129.7 Er 1 of 13 PVC STILE CAP MANUFACTURER 1.58" DOOR SKIN KNOB: SIGNATURE SERIES n o F LVL STILE DEADBOLT: SIGNATURE SERIES (980) 0'10' L ---O.,3,1" FOAM CORE KWIKSEr SIGNATURE SERIES COMBO PACK (991) 35.75' MAX. PANEL WIDTH KNOB: F SERIES INTERIOR HORIZONTAL CROSS SECTION 2 21.9 -HOT MELT SEALANT MAX. D.L.O. al / SILICONE SEE NOTE 2 LVL STILE p 1 p^ 5' GLASS BITE IL1"O.A. THK GLASS I /8" TEMPERED GLASS AIRSPACE 1/8"TEMPERED GLASS OR STAINLESS STEEL 8 X 1- 1 /8" SELF ALUMINUM BUTYL THREADING SCREW SPACER SYSTEM GI GLAZING DETAILHushUtekame B1 HOT MELT SEALANT SILICONE SEE DETAIL 1 40 FIBERGLASS DOOR 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 0.19" r 1.24" I A2 FLUSH GLAZED FRAME J ABS or PC/ASA ' N MAHOGANY LRE FRAME J ABS or PC/ASA 5"GLASS BYTE 1"O.A. THK GLASS 1 /8" TEMPERED GLASS AIR SPACE t I 1/8' TEMPERED GLASS 8 X 1-1/8" SELF ALUMINUM BUTYL THREADING SCREW OR STAINLESS STEEL SPACER SYSTEM G3 GLAZING DETAILFlushUteFrame HARD WARE CHART MANUFACTURER MODEL KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) J.ci n KNOB i DEADBOLT: KWIKSEr SIGNATURE SERIES COMBO PACK (991) q~n u0 KNOB: F SERIES SCHLAGE DEADBOLT: B60SERIES PVC COMPOSITE TOP RAIL i N DOOR SKIN EXTERIOR INTERIOR SEE NOTE I PVC COMPOSITE BOTTOM RAIL 0 VERTICAL CROSS SECTION 2 1F N.T.S. BY: JK BY: LFS WNG NO.: FL -15129.7 FT 2 OF 13 Av J.ci n rn z q~n u0 Y OBJ w n IRM a o m o N •• 5 ovox i e Em _zmov i og S cw V. aNn 7600 r moa a4 0 E vz EXTERIOR INTERIOR SEE NOTE I PVC COMPOSITE BOTTOM RAIL 0 VERTICAL CROSS SECTION 2 1F N.T.S. BY: JK BY: LFS WNG NO.: FL -15129.7 FT 2 OF 13 PVC STILE CAP 0.10" 0.31" - 35.75' MAX. PANEL WIDTH 21.0' MAX. D.L.O. 4 i 0 0 w d 0 Z X a Q x coi X 0 2 SEE N HARDWARE CHART DETAIL 1 FIBERGLASS DOOR PANEL vath LIP UTE GLAZING FIBERGLASS DOOR SKIN: MIN. 0.070'THK. FOAM CORE MATERIAL: POLYURETHANE EXTERIOR LOCK BLOCK PVC STILE CAP ON LVL STILE --J SEE NOTE I INTERIOR 1 HORIZONTAL CROSS SECTION 3 DETAIL 1 HOT MELT SEALANT AIR SPAC' s:L 1 /8" TEMPE PH SMS -- ALUMINUM A3 LIP "NAME RED GLASS ABS or PC/ASA 1/7' GLASS BYTE 1" O.A.THK GLASS Don r_i Acc AIR SPAC' s:L 1 /8" TEMPE PH SMS -- ALUMINUM NOTE: 1. Spacing for lite frame screw is as follows: Top and Bottom: 2" from each comer and at centerline (3 total) Sides: 7' from each corner and equally spaced thereafter (8 total) PVC TOP RAIL DOOR SKIN EXTERIOR INTERIOR DATE 1118112 scv.E N.T.S. DWG. BY: X CHK. BY: LFS DRAWING ND.: FL -15129.7 SHEET 3 OF 13 I HARDWARE CHART RED GLASS 8 X 1-1/7' P BUTYL SEE NOTE 1) OR STAINLESS STEEL DEADBOLT: SIGNATURE SERIES (980) SPACER SYSTEM GY GLALNG DETAIL KWIKSET Lip Ute kame NOTE: 1. Spacing for lite frame screw is as follows: Top and Bottom: 2" from each comer and at centerline (3 total) Sides: 7' from each corner and equally spaced thereafter (8 total) PVC TOP RAIL DOOR SKIN EXTERIOR INTERIOR DATE 1118112 scv.E N.T.S. DWG. BY: X CHK. BY: LFS DRAWING ND.: FL -15129.7 SHEET 3 OF 13 I HARDWARE CHART MANUFACTURER AODECI. KNOB: SIGNATURESERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) KNOB i DEADBOLT: KWIKSET SIGNATURE SERIES COMBO PACK (991) KNOB: F SERIES SCHLAGE DEADBOLT: B60 SERIES NOTE: 1. Spacing for lite frame screw is as follows: Top and Bottom: 2" from each comer and at centerline (3 total) Sides: 7' from each corner and equally spaced thereafter (8 total) PVC TOP RAIL DOOR SKIN EXTERIOR INTERIOR DATE 1118112 scv.E N.T.S. DWG. BY: X CHK. BY: LFS DRAWING ND.: FL -15129.7 SHEET 3 OF 13 I 13.88" PANEL WIDTH T' MAX. D.L.O. 0 Q a N n 42 FIBERGLASS SIDELRENon -Impact' Flush Lite Frame DOOR SKIN: 0.070" MIN. THK. FIBERGLASS CORE MATERIAL: POLYURETHANE FOAM W16 iir EXTERIOR STILE an1,ELITE SIDELITE STILE---/ INTERIOR LVL) 1 HORIZONTAL CROSS SECTION 4 HOT MELT SEALANT 1 /2" GLASS BYTE I"O A THK GLASS 8 X 1-1/9,SELF THREADING SCREW GI GLAZING DETAIL Flush Ute Frame 1/8"TEMPERED GLASS AIR SPACE T, 1/9' TEMPERED GLASS _ ALUMINUM BUTYL FLUSH GLAZED FRAME OR STAINLESS STEEL ABS or PC/ASA SPACER SYSTEM NOTE: 1. Spacing for lite frame screw is as follows: Sides: 0.5" from each corner and 9.5' max. spacing thereafter (8 Total) 1— 1.56" —{ SIDELITE RAIL LVL) FOAM CORE FIBERGLASS SKIN SIDELITE LVL) K-2 ' VERTICAL CROSS SECTION 4 Tr n n f Z; .2 dm z n m o nmz° U N •• ZO z U t0 ]mOcw 0 Nt 6 a,, o oza w ` c w tvY13d IE: 1118112 kLEN.T.S. G. at: JIK u C BY. LFS 3 WING Na.: FL -15129.7 c E _L of 13 B4 S' GLASS BYTE HOT MELT SEALANT 1" O.A. THK GLASS SILICON 1/8" TEMPERED GLASS j I AIR SPACE N 1/9' TEMPERED GLASS 8X1-1MSELF ALUMINUM BUTYL THREADING SCREW OR STAINLESS STEEL 1 MAHOGANY LRE FRAME SPACER SYSTEM ABS or PC/ASA G3 GLAZING DETAILFlushUteFrame NOTE: 1. Spacing for lite frame screw is as follows: Sides: 0.5" from each corner and 9.5' max. spacing thereafter (8 Total) 1— 1.56" —{ SIDELITE RAIL LVL) FOAM CORE FIBERGLASS SKIN SIDELITE LVL) K-2 ' VERTICAL CROSS SECTION 4 Tr n n f Z; .2 dm z n m o nmz° U N •• ZO z U t0 ]mOcw 0 Nt 6 a,, o oza w ` c w tvY13d IE: 1118112 kLEN.T.S. G. at: JIK u C BY. LFS 3 WING Na.: FL -15129.7 c E _L of 13 LVL STILE 13.87' MAX. PANEL WIDTH6.84" MAX. D.L.O x M O cd O Q X a cli b Tn n 41 FfBERGLASS SIDELITENon -Impact' Lite Frome DOOR SKIN: 0.070" MIN. THK. FIBERGLASS CORE MATERIAL: POLYURETHANE FOAM 1.56" SIDELITE G2 EXTERIOR LVL STILE ( OP)RAII SKIN - A-0 z Q': OZ v o a n V' Giro h SIDELITE " 'i ,•••••' • ' • • •` >° m L SKIN '''/•f o n °o z U N INTERIOR POLYURETHANE J 0.75" t o a a o z FOAM CORE \ a E o vv pNapoa a a mdam HORIZONTAL CROSS SECTION LL o 5 E a Z r^1oJaV HOT MELT SEALANT 1 /7' GLASS BYTE AS 1"O.A. THK GLASS 1 /8" TEMPERED GLASS AIR SPACE N 1 1/8"TEMPERED GLASS 8 X 1-1 /2 PH S4MS ALUMINUM BUTYL SEE NOTE 1) OR STAINLESS STEEL SPACER SYSTEM G2 GLAZING DETAIL Lip Lite Frame NOTE: 1. Spacing for lite frame screw is as follows: Top and Bottom: 2" from each comer (2 total) Sides: 2" from each comer and equally spaced thereafter (8 total) EXTERIOR INTERIOR F, BOTTOM RAIL ffl sDUE LVL) i--1.72' — K-22 VERTICAL CROSS SECTION TE 1 18 12 N.T.S. DWFG BY: JK CHK BY.. LFS DRAWING No.: FL -15129.7 SHEET _L of 13 N. f2- a ozvi oohLan to 111• O n i v Zcoa Z U Nva w m a a m 1 2 o 8 8 9 9 8 8 9 9 E o Wv a 4 4 4 4 t / En 5 m X 4 2 7 0 x O o 4 o a a a cc N 0 Z Q Q Q Q Wi5 m Z L 3 5 3 4 5 3 4 3 4 5 84 8 8 9 9 9 8 8 8 9A 9 A 9 000 h N N Q O M 2 DQE: 1/18/12 i scAm- N.T.S. ° DWG. BY. JK m CHK. BY: LFS 3 DRAWING NO.: tt FL -15129.7 N 0 SNEEr _j5 OF 13 SEE 2 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION 7 Outswing shown - Inswing also approved ] Outswing shown - Inswing also approvedShownw/ wood jambs Shown w/ PVC jambs NOTE: EMB. (TYP.) 1. Item #63 located 6" from each end and 3 more equally spaced (5 total). C 0.15" C'SINK V1 v c, o INTERIOR EXTERIOR t HORIZONTAL CROSS SECTION 7 Outswing shown - Inswing also approved INTERIOR EXTERIOR INTERIOR EXTERIOR 4 HORIZONTAL CROSS SECTION 7 Shown Outswing/shown ss/ Compl oarapproved SEE NOTE '(6I) U 3 HORIZONTAL CROSS SECTION 7 Shownw/1Xsub-buck INTEROOF E1 EXTER101 TM 5' /HORIZONTAL CROSS SECTION U Outswing shown - Inswing also approved WE: 1/18/12 SCALE: N.T.S. owc. BY: JK CHK. BY: LFS DRAWING NO.: FL -15129.7 SHEET 7 OF 13 101, 1-1/4"MIN 1 n EMB. (TYP.) Y• iOj` u 11 11\ a nm z U N •• No v O. Z U C6 L0 mCW 1 v u V)M 5 61M a maa c 09z cW v) 2O U N yv) VlNO UOm z a z 1-1/4"MIN. EMB. (TYP.) I 0 a c = a 5' /HORIZONTAL CROSS SECTION U Outswing shown - Inswing also approved WE: 1/18/12 SCALE: N.T.S. owc. BY: JK CHK. BY: LFS DRAWING NO.: FL -15129.7 SHEET 7 OF 13 v - v a , v v EXTERIOR —% INTERIOR 1 VER177CAL CROSS SECTION 8 Outswing shown Inswing also approved VZOMMMI a 3 VERTICAL CROSS SECTION B Outswing sill - high dam Z dza: 1 w W EXTERIOR /11V INTERIOR 7 EXTERIOR INTERIOR 2 VERi7CA L CROSS SECTION Shown wlI X sub -buckXsub -buck EXTERIOR INTERIOR z a 4 VERTICAL CROSS SECTION g Outswing sill m 71 2 a f L VERTICAL CROSS SECTION g Inswing sill DAM 1118112 ` SCALL N.T.S. DWG. W: JK u CHK. BY: LFS DRAWING NO.: D FL -15129.7 ° C SHEET i OF 13 IQ ice: oZ 2— rn z 01Y' iI •• Z. M m a O Z U N L\ v U XZD4 LO ZU m C LL Wt W m v L m a D EE 00 o° cW z 0 w LO LO V) M omU a a U F o w INTERIOR z a 4 VERTICAL CROSS SECTION g Outswing sill m 71 2 a f L VERTICAL CROSS SECTION g Inswing sill DAM 1118112 ` SCALL N.T.S. DWG. W: JK u CHK. BY: LFS DRAWING NO.: D FL -15129.7 ° C SHEET i OF 13 IQ SEE NOTE I EXTERIOR –[ INTERIOR 1 VERTICAL CROSS SECTION 9 a 3 VERTICAL CROSS SECTION 9 Outswing sill - high dam NOTE: I. Screws thru head and sill jamb located 3" from each end and on center line. SEE NOTE I EXTERIORi%///J INTERIOR EXTERIOR INTERIOR 2VERTICAL CROSS SECTIONCROSSSECTION 9 Shown w/IX sub -buck 42 41 6$ SEE NOTE 1 27 60 p -f EXTERIOR V•1 Yi 4 VERTICAL CROSS SECTION y Outswing sill 15 /VERTICAL CROSS SECTION Inswing sip INTERIOR DATE: 1118112 MALE: N.T.S. owc. BY: JK o CHK BY. LFS OFAWMO NO.: FL -15129.7 c SHEEr _L OF 13 n v% z o 7 Z cin pq r i 6; o11111\• OnUN •'Z v o id Ea a m "0 Na d`oa maam c6 E oo Z I c A° J1.. Z wU LnLn0 0 Q0 m OfUw z p- o w p a F > a INTERIOR DATE: 1118112 MALE: N.T.S. owc. BY: JK o CHK BY. LFS OFAWMO NO.: FL -15129.7 c SHEEr _L OF 13 n 2X BUCK MASONRY OPENING BUCK ANCHORING CONCRETE ANCHOR NOTES: I. 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: ANCHOR." ANCHOR MIN. CLEARANCE :MIN. CLEARANCE WE EMBEDMENT TO MASONRY - TO ADJACENT ? EDGE ANCHOR:...: 0 114" 1.1/4" 2" 4" ITW BUILDER TAPCON ELCO ,p 1/f' 1.1/4" 1" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum 5/8" edge distance, 1"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. Ml ScALL N.T.S. DWG. BY: JK o CHK. Br: LFS 3 DRAWING NO, a FL -15129.7 SHEET 10 a 13 0 o m TT fI* 6 111•\\\\ o nm i 0oa lrja1V ng oa mafE 4 II E III III D III v° aW' TYP HEAD AND JAMBS 2X BUCK III III o, U i z O of IIS II III \ y S J II! FOR REF. ONLY m MASONRY uI a OPENING o a a III III M III III a= BUCK ANCHORING All NiAll - Zg Ml ScALL N.T.S. DWG. BY: JK o CHK. Br: LFS 3 DRAWING NO, a FL -15129.7 SHEET 10 a 13 0 SEE HINGE — 3.. 4 Z m DETAIL 1 3 3 o m m o n zo II II I 111 I II II I aN•: T e E mZ m 0 w 04 p \V 6 t O = C WL2XBUCK L 2X BUCK i h n a. co m a maam F 1X BUCK — — F I X BUCK — a c 6 2X BUCK HEAD 2X BUCK TYP. c c wLbU o d ` lO _ & JAMBS HEAD & JAMBS LFDOOR / RAME65 ' DOOR & 65 — — -- f SIDELITE — L — `? FRAME L i" y p v U vSEEMASONRYMASONRY ^ O HINGE OPENING m DETAIL 2 _ TYP. SILL OPENING w TYP. SILL P 0 I 11 I I I 1 11 II II I I 1 x Jim HINGE JAMB FRAME ANCHORING Masonry construction CONCRETE ANCHOR NOTES: I. 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 mortorjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded 3. Concrete anchor table: FRAME ANCHORING Masonry construction H 1XBUCK L 2X BUCK 26 24 18 HINGE DETAIL 2 STRIKE JAMB HINGE DETAIL I 64 23 64 STRIKE PLATE DETAIL E 1118112 N.T.S. e: JK o BY: LFS MW No.: FL -15129.7 c TT 11 ov 1310 ANCHOR > ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE ' SIZE 1 -EMBEDMENT TO MASONRY ?,TO ADJACENT, :; EDGE '- -ANCHOR ' ITW BUILDEX 3/16" 1-1/4" 3" 1-1/2' TAWCON® 1 4" 1.1/4" 2" 4" ELCTRACrRAC 1/4" 1.1/4" 1" 4" ULON® WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance. I"end distance, 8 I"o.c. spacing of wood screws to prevent the splitting of wood. FRAME ANCHORING Masonry construction H 1XBUCK L 2X BUCK 26 24 18 HINGE DETAIL 2 STRIKE JAMB HINGE DETAIL I 64 23 64 STRIKE PLATE DETAIL E 1118112 N.T.S. e: JK o BY: LFS MW No.: FL -15129.7 c TT 11 ov 1310 4.56" { I HEAD AND JAMBS Wood Z HEAD AND JAMBSCompositePVCBase w/ Fiberglass Wrap 4.56" rte— 2.44 HEAD AND JAMBS O SILLKEY. RIGFFr 3 PVC 4 HEAD AND JAMBS SILLKEY LM SCALE: NONE PVC SCALE' NONE 4.56" 7--- 0 2.01" 4.57' al0o 61 SIDI I7 SPACER Inswing b 27 OUTSWING THRESHOLD — 4.56" 4.56" 1.22' 2.44" — b I f o 0 o o I 5° 19 511111 DETAIISOptional 2.29" T Z j o n1 O wTE: 1 18/12 SCALEN.T.S. 60 SIDELIIE SPACER Outswing DWG. : JK CHK. BY: LFS DRAWING NO.: FL -15129.7 0 OD SHEET 12 OF 13 U N •. y,?y O Qa0z E 9m W n n a m a: [L doz oc vi 4.56" 4.56" 1.22' 2.44" — b I f o 0 o o I 5° 19 511111 DETAIISOptional 2.29" T Z j o n1 O wTE: 1 18/12 SCALEN.T.S. 60 SIDELIIE SPACER Outswing DWG. : JK CHK. BY: LFS DRAWING NO.: FL -15129.7 SHEET 12 OF 13 A 4c i ••.• moi, '•-.... ••• 1 X: Rft ui J M a c, xi4 o i rn Q m o U J a N n O c m V maaa a4 ° E az a ^ , w hvC 8 a Bltl OF MATERIALS REM R DESCRIFRON MATERIAL A 1X 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 MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F I/ 4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL H 3/16" X 3-1 /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 ELCO OR ITW CONCRETE SCREW STEEL JI— Z to 5 Z HU o a J Q w M w o N J Q JD] KO Ie a 1 HEAD 8• JAMB (FINGER-JOINT PINE - SG >= 0.42 WOOD 2 HEAD 8 JAMB FIBERGLASS/COMP 3 HEAD &JAMB PVC 4 HEAD &JAMB PVC 5 INSWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUMINUM BOTTOM SWEEP PVC 6 X 1-1 /4 PFH DRYWALL SCREW STEEL WEATHERSTRIP QEBD6SO Q-LON - P22DOOR 3.983" X 4.0"HINGE MIN 0.098" THICK STEEL SILLKEY PC/ASA DEADBOLT STRIKE PLATE STEEL Y U a= Noa wmm o o oow mom o 0 J f U Q v N•-Z m U) z0 D i U 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 W1 COMPOSITE SUBSTRATE ALUM./ COMP. 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 41 SIDELITE PANEL -SEE DATE 1/18/12 i smf: N.T.S. DwG. et: JK m CHK M. LFS 3 DRAWING NO.: K FL-15129.7 0 sHEET 13 OF 13 SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 42 SIDELITE PANEL -SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 60 SIDELITE SPACER - OUTSWING PVC 61 SIDELITE SPACER -INSWING PVC 62 QUARTER ROUND WOOD 63 8 X 2-1 /4" PFH WOOD SCREW STEEL 64 8 X 7' PFH WOOD SCREW STEEL 65 10 X 2" PFH WOOD SCREW STEEL REQUIRED INSPECTION SEQUENCE BP# Ib- Z?,toS BUILDING PERMIT Min Max Inspection Description 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) REVISED: June 2014 Address: ?-V3 C-1 A J , w" ELECTRICAL 'PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min I Max I Inspection Description Mechanical Roug Mechanical Final Min I Max I Inspection Des Gas Unde Gas Roug Gas Final