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Home My WebLink About316 Appaloosa Ct - BR17-002676 - FRONT DOOROe/2e/2017 04:23PM 4076340400 LISACOOK DECKERDOORS PAGE 14 SEP - 2017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: M-J C,,,710 Documented Construction Value: S • Job Address:A0Q(JQ0Sa&X 6jK113 Historic District: Yes No Parcel W.' I$ ate . 0000 - iJgloo Residential X Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work.: k lacc Vlci.oal' vl. S _? Size. Plan Review Contact Person: A Azllkof:: Title: Ll?fd A',17 Phone: // P7-4,2_i- _DAD Fax: 41b7-4!R4 7,35 Email: CLl/ ec_kzr'doo?, (J,, ,Crhm" com Property Owner Information r_ Name Nna 0 C uwAejr Phone: Ito-1 • ?j` b7g Street: JAo AResident of property? City, State Zip: Ft 311022 Contractor Information Name Daniel T. Decker Phone: 407-696-0830 Street: 724 Brooks Court Fax: 407-696-7356 City, State Zip: Winter Springs, FL 32708 _ State License No.: CB01250499 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage sender: Address- Address, WARNING TO OWNER: FOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT 1N 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 WITU YOUR LENDER OR AN ATTORNEY BEFORE RECOR1p1NG 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, flanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 501' Edition (2014) Florida Building Code Revised; June 30, 2015 Permit Application / 08/28/2017 04:23PM 4076340400 LISACOOK DECKERDOORS PAGE 15 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner ofthe property ofthe 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 ofthe 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, inaccordancewithlocalordinance_ 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: IC 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 ofOwner/Agent Date Signature ofCont ctor/Agent Date Print 40%wer/Agent's Name Signature ofNotary-$tate of florida pate Owner/Agent is Personally Known to Me or Produced ID Type of ID Daniel T. Decker tractor/Agent's N SignatofNotary- State oFlorida Date G o( o 110 2021 CO Contractor/ Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction 'Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: _,. WASTE WATER: ENGINEERING: FIRE: BUILDING: 5',J •Zo • 1-7 COMMENTS: Revised' June 30,20IS Permit Application 08/28/2017 04:23PM 4076340400 LISACOOK DECKERDOORS PAGE 17 ftgpQM Record Card Parcel: 18-20.31.500-0000-0860 I Owner: GUENTHER DONALD J Property rasa. 116APPALOOSA CT SANFORD, FL 3 773 Parcel Information I Parcel ' 18-20 1.506.0000.0860 t.._..... ,............ ...........................,. Owns. GUENTtER DONALDJ____ Property Addrass 316 APPALOOSA CT SANFORD, FL 32773 Mailing 316 APPALOOSA CT SANFORD, FL 32773 Subdivision Name 0 ! SIh1L PEE Tax District S1-SANFORD DOR Use Coda 01-SINGLE FAMILY Exemptions j 00 HOME$TE,AD(2005) Value Summary 1 2017 Working i 2016 Certified 1 Values Values j Valuation Method Cost/Market Cost(Market Number of Buildings 1 i 11 Depreciated Bldg Value 128.406 121,626 E FT ValueDeprecatedIX 19,500 1,400 ' Land Value (Market) 34,000 32,000 Land Value Ag Just/ma[kgtVat 181906 155028 j Portability Adj o I J .:.,,..............t,_.._..................._..._.............,.............................................., I Save Ourr mHoes Ad, 5 Amendment 1 Ad) I P&G Adj 0 4 i 0 I ji......._......_....._...._...._......_....._.; Assessed Value 126,791 105,084 Tax Amount without SOH; $2,294.00 201 6TZ&-aill Amount $1,293.00 h Es it a or Save Our Homes Savings; $1,001,00 TRIM Notice Hglp Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 88.... BAKERS CROSSING PHASE 2 PB B2 PGS 97 - 99 Taxes 4 Taxing Authority Assessment Value Exempt Values I Taxable Value i I County General Fund l - ty i 128,791 1 50,000 i' 76,791 , I j' Schools 128791 25,000 101,791 ! i City Sanford 126,791 50 000 I 76, 791 1 SJWM( Saint Johns Water Management) 126,791 50 000 : 76,791 County Banda 126,791 50,00 0i76,791 Sales Description ; Date Book Page ; Amount i Qualified 1 vac/imp j WARRANTY DEED 61112004 O 16 0626 169 600 ,Yes Improved WARRANTY DEED 1 1/1/2004 5214 01287 198,000 No Vacant W..,__..... I E' ited Camparabi Sales ' 1 I La I............... nd _.....__........._..........._......__.... ...... ................._..._. j Method ` Frontage E LOT DePth I Units Units Price 1 34,000. 00 i Land Value 34, 000 1 Building Information Is Bed/Bath count rorrect? ClickHere. 1 Year Built Description I ActuallEffectiveFIXIUrQSBed `Bath ,Base Area Total SF !Living SF Ext Well Adj Value I Rep(Value j Appendages 1 i 1 j SINGLE 1 2004 I 7 1 µ2. 0 1,751 µ2,307 11W 1Y,7511 CBISTUCCO $128,406 1 $134,809 i I I FAMILY j FINISH ' I Description Areaw 08/28/2017 04:23PM 4076340400 LISACOOK DECKERDOORS PAGE 16 ntUtivt=u na7 cr7dnl7 b:i:411`M 41176:140400 LISACOOK DECKERD00RS 2017-08-27 09:2102664EX 4073331117 4073331117 » 4076340400 P 1/1 44m77- Page 11 of 17 NO. H0264-47320 Home Improvement Agreement PLEASE READ THIS Important additional InfOrrnation regartling Customer's rlghts may be contalnod In an attached State Supplement. 3er„ a: This ''Agreement" consists of this page, the following General Terms and Conditions, the invoice, the StateSupplementifapplicable, and any drawings or Change Orders expressly made a past of this Agreement. The Agreement isbetweentheCustomeridentifiedantheInvoiceandTileHomeDepot. Any installation services provided under thisAgreementshallbaperformedbyalicensedandinsuredthirdpartyAuthorizedServiceProvider. The Home Depot does notperformarchitecturalorengineeringservices, nor does It make structural changes to dwellings or other structures. The HomeDepotanditsAuthorizedServiceProviderwillperforminstallationservicestoaccordancewithapplicablelaw. Payment Schedule: Paymeni is required Immediately as follows: 1 payment: S 1g ,l -9n _ cue In full Immediately. SalesTax: $ O rill If applicable. TotalAmountofSale: $_ 19 j?4 5fi. Includes all applicable discounts, rebates, and taxes. Excludes finance charges * My Interest payments Or other finance charges will be determined by Customer's separate Card holder or loan agreement, to which The HorrorDepotisNOTaparity, and will be in addition to Customer's payment under this Agreement. Customer is subject to the terms a nd cvndttlon& of the cardholder or loan agreement, as applicable. No funds should be made payable to Authorized Setvloe Provider: however, Authorized Service Provider may Collect Customer's payments) made payable to The Home Depot. Af1= 101Q Q@tj erY_( IARN MMon Sahedula Start Oate'!)8f27(Q17 FlnlahDate, Acceptance and Authorization., Customer auttlorizes The Home Depot to order and arrange for the delivery of all goods andservicesincludedontheinvoice. Customer further agrees 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 discussionsandagreements, either oral or written n5lating to safd goods and services. This Agreement can not be assignedoramendedexceptbyawritingsignelbyCustomerandTheHomeDepot. Customer acknowledges and agrees thatCustomerhasread, understands, voluntarily accepts the terms of and is entitled to and has received a complete co rmpy of thieAgreementatthetimeCustomerslgnstheAgreement. Installation Professional's license number and permitting information mayneedtobeprovidedlaterandassuchthisinformationmaytieOmittedatthetimethisAgreementissigned. ElectronicSignature: The parties to the Agreement agree that the digital signatures of the parties included in this Agreement areintendedto2uthenticatethiswritingandtohavethesameforceandeffectastheuseofmanualsignatures. Customer acknowledgesthatheorsheisthepersonnamedonTheHomeDepotcontractnumberidentifiedonthepointofsaledevice. 28NCELLA., TION: CUSTOMER MAY CANCEL, THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO THE HOME DEPOT RY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING THIS AGREEMENT. THE STATE SUPPLEMENT ATTAC ED HERETO CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW ICUSTOMER'S STATE. Under such circumstances. Customer's payments) will be returned within ten (10) b urinedaysaf,r The Home DepOVS receipt of Customer's notice, Authonzed Sarong Provider's I`Ult ftbinecrdTrRde Name. Addrew and License No. or Npt)., as applicable: License No( t). Authorized Service Provider a Tel. No. 0$i27/ 2017 k Associeta' alAuthonzed Service Provider'a Full Signature Associate; Ploose print your sat®Sporson'S license numtxr, if applicable. Honisdepot U.P3.A. llv— 2455 Pecs Pu,ry KUM, N.W., 61da8.3. Atlanta, GeorgP3 30339 N2Dt r Page 11 of 17 No, H0264-47320 Customer Copy LIMITED POWER OF ATTORNEY I hereby name and appoint: - a `-e y • ' b k— (Print Name of Appointee) Decker Doors, Inc. Company Name of Appointee) to be my lawful attorney -in -fact to act for me in applying to 6k Government commercial / Residential Permitting for a permit enablini work to be pe ormed at the location below — described and to sign my name and do all things necessary to this appointment: 19 Section 20 Township 3 Range Subdivision Block MOO Lot Signed: Project Address) Owner of Property) 3 (Owner of Address) certified contractor signature) Date: Certified Contractor: Daniel T. Decker printed name) Contractor License #: CBC 1250499 State of Florida County of Orange Sworn to and subscribed before me this _ _ day of Tj yLl l!/ V17 by Daniel T. Decker (name of person acknowledged) who is personal) known to me. UL--O— - Notary Public) Commission expires:, NeN41 NUL PaPU09 : a°;e; a;: pub !ICnd 3pZ'YZ aQ01 0'S3a1dXFORMpowerofattorney/042501/dv 1ZZ £o 1 5 # Nnlg$1yNWOJ Xry=Sa•,, a; b31HJSlld 311S3 c=cnm -izm (A pmZZpm D i ) c [) TI av=o( O nza 00C iMm<mmp i 05 D0oM;;icenTncno D : ODZC1) A SiX li 0 o'oz= ii7 f OOc)rnC' !Z Doi m5 n MMm xc O Z 10000 MZO M co) Ooo Z N M-m 2j Gc e- 4ppaloasQ Ct S417PO&, FZ- . 37--773 0 O M 13 C7 m Opening will meet 35 PSF +/- requirement R ep1 c 0 G1bz O 1 01 Florida Building Code Online https://www.floridabuiIding.org/pr/pr_app_dti.aspx?param=wGE... r a H I i ,r , 1 BCIS Home Log In ! User Registration Hot Topics ! Submit Surcharge !. Stats & Facts Publications FBC Staff BCIS Site Map Links % Search j Busines Profess i lld)0kjQlJSER: Product Approval Public User i Product Approval M_Qn,u P-n,duct.o Fppi!4atio, Starch > Applcatlo.n_LiSt. > 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@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 OFINDEPEN_DENCE.pdf Standard Year 101/I.S.2/NAFS 2002 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2002 ASTM E330 2002 ASTM E331 2000 TAS 202 1994 1 of 5 7/2/2015 3:28 PM Florida Building Code Online https://www.floridabuiIding.org/pr/pr—app_dti.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 Pro 1 FL # Model, Number or Name DescriptionP j 15129.1 a. Fiberglass Door 68 Single Opaque "Impact" Fiberglass Door - Outswing/Inswing Configuration (X) i Limits of Use j Installation Instructions I Approved for use in HVHZ: No FL15129 R3.,__II_1n_st.__1.5.129:_l.pdf 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 1 Evaluation Reports Other: See INST 15129.1 for Design Pressure Ratings by i FL15129 R3 AE Eval 15129.1.1)df specific Model and for any other additional use limitations Created by Independent Third Party: Yes j and installation instructions. 1..._.._.____._..___..__ 115129.2 b. Fiberglass Door 6'8 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 Approved for use in HVHZ: No FL15129 R3 II Inst 1.5.12.9..,2-.pdfliApprovedforuseoutsideHVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 1 Impact Resistant: Yes Created by Independent Third Party: YesjDesignPressure: N/A i Evaluation Reports i Other: See INST 15129.2 for Design Pressure Ratings by FL15129 R3 AE _ .val i 51.2.9.2.odf specific Model and for any other additional use limitations i Created by Independent Third Party: Yes and installation instructions. j 15129.3 c. Fiberglass Door j 6'8 Single Opaque "Impact" Fiberglass Door with99 Non -Impact" Sidelite or Sidelites - Outswing / Inswing Configurations (OX or XO; OXO) Limits of Use i Installation Instructions i Approved for use in HVHZ: No FL15129 R3 II Inst 15129.3-ndf j Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes i Created by Independent Third Party: YesiDesignPressure: N/A j Other: See INST 15129.3 for Design Pressure Ratings by Evaluation Reports ELL 1.29_R3 _AE Eva 15_1.29,_3..pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. j 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 15129.4.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yesi 4 Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 15129.4 for Design Pressure Ratings by i FL1_5129 R3_AE_Eval 15129.4.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. L 1 15129.5 e. Fiberglass Door i ....... .. ..... .. _..._ ...... 1 6'8 Single Glazed "Non -Impact" Fiberglass Door - Outswing/Inswing Configuration (X) Limits of Use Installation Instructions 1 Approved for use in HVHZ: No FL1129_R3 II Inc ._S_1.29.5_pdf Approved for use outside HVHZ: Yes i Impact Resistant: No Verified By: Lyndon F. Schmidt, P.E. 43409 I Created by Independent Third Party: Yes Design Pressure: N/A j Evaluation ReportsL_...__..___..._._....--.--__._.___.._._....___.._.........._.__._._._.._.__._.___._.__.__._____._.__ 2 of 5 7/2/2015 3:28 PM Florida Building Code Online https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGE... Other: See INST 15129.5 for Design Pressure Ratings by I IU.51.29 R3 AE Eval 1.5129.5.odfspecificModelandforanyotheradditionaluselimitationsICreatedbyIndependentThirdParty: Yesandinstallationinstructions. I 15129.E f. Fiberglass Door 1 6'8 Single Glazed "Non -Impact" Fiberglass Door with I "Non -Impact" Sidelite or Sidelites - Outswing / Inswing i Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ No FL151.29_R3_II Inst 15129E pcif ApprovedforuseoutsideHVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes DesignPressure: N/A i Evaluation Reports Other: See INST 15129.6 for Design Pressure Ratings by FLl_5129___R3_,._AE__.Eyal _115129,6,,pclf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 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 I Installation Instructions Approved for use in HVHZ: No FL15129 R3 II Inst 15129.8.odf Approved for use outside HVHZ: Yes + Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes DesignPressure: N/A Evaluation Reports Other: See INST 15129.7 for Design Pressure Ratings by 1 FL15129 R3 AE Eval 15129 7 odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 15129. 8 h. Fiberglass Door 68 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 i F1..1.51.29 R3 II Inst 1.51.29.8.odf ApprovedforuseoutsideHVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I Created by Independent Third Party: Yes DesignPressure: N/A Evaluation Reports Other: See INST 15129.8 for Design Pressure Ratings by I F=L15.129_R3 AE Eyal 15129_8,_pdf specificModelandforanyotheradditionaluselimitationsCreatedbyIndependentThirdParty: Yes andinstallationinstructions. 15129. 9 i. Fiberglass Door i 6'8 Single Opaque "Non -Impact" Fiberglass Door - 1 Outswing/Inswing Configuration (X) Limits of Use i Installation Instructions Approved for use in HVHZ: No FL15.129_R3_II_ln.st 15.129.9.Pdf ApprovedforuseoutsideHVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes DesignPressure: N/A Evaluation Reports Other: See INST 15129.9 for Design Pressure Ratings by i FL15129 R3 AE Eval 15129.9.odf specific Model and for any other additional use limitations i Created by Independent Third Party: Yes andinstallationinstructions. 15129. 10 j. Fiberglass Door j 6'8 Single Opaque "Non -Impact" Fiberglass Door with j " Non -Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use I Installation Instructions Approved for use in HVHZ: No j FL15129 R3 II Inst 15129 10 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A ' Evaluation Reports Other: See INST 15129.10 for Design Pressure Ratings by ( FL15129 R3 AE Eval 15129.10.edf specific Model and for any other additional use limitations Created by Independent Third Party: Yes andinstallationinstructions. 15129. 11 k. Fiberglass Door 68 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 j FL15129 R3 II Inst 15129 it odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15129.11 for Design Pressure Ratings by 1 FL15129_ R3_._AE_Eval 1512_9_. 11.,pdf specificModelandforanyotheradditionaluselimitationsiCreatedbyIndependentThirdParty: Yes and installation instructions. 3 of 5 7/2/2015 3:28 PM Florida Building Code Online https://www.floridabuiIding.org/pr/pr_app_dt].aspx?param=wGE... 15129.12 I. Fiberglass Door 6'8 Double Opaque "Non -Impact" Fiberglass Door with or without "Non -Impact" Sidelites - Outswing / Inswing Con. figurations (XX; OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15129 R3 II Inst 15129.12.pdf Approved for use outside HVHZ: Yes Impact Resistant: No I Verified By: Lyndon F. Schmidt, P.E. 43409 i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15129.12 for Design Pressure Ratings by ! FL15129 R3 AE Eval.__1.51.29._12.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yesandinstallationinstructions. 15129.13 m. Fiberglass Door Ii 8'0 Single Opaque "Impact" Fiberglass Door - Outswing/Inswing Configuration (X) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS129 R3 II Eval 15129.14.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports i Other: See INST 15129.13 for Design Pressure Ratings by 1 FL15129 R3 AE Eval 15129 13 pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 15129.14 n. Fiberglass Door 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 FL15129 R3 II Inst 15129.14.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes E Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports j Other: See INST 15129.14 for Design Pressure Ratings by FLl_51.29 R3 AE Eval._1.5129.14.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes I and installation instructions. 15129.15 o. Fiberglass Door 8'0 Single Opaque "Impact" Fiberglass Door with i "Non -Impact" Sidelite or Sidelites - Outswing / InswingConfigurations (OX or XO; OXO) i Limits of Use Installation Instructions Approved for use in HVHZ: No FLI 1-29__R..3___II_._Inst1.5_i_2_9.._._1_S,pdf i 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 15129.15 for Design Pressure Ratings by FL1.5.1-29_R3_AE_Eval__1.51.29.,_15.pdf I specific Model and for any other additional use limitations Created by Independent Third Party: Yesiandinstallationinstructions. 15129.16 p. Fiberglass Door 8'0 Double Opaque "Impact" Fiberglass Door with or without "Non -Impact" Sidelites - Outswing / Inswing I Configurations (XX OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15.12.9_R3_II Inst 15129.16. Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: YesiDesignPressure: N/A Evaluation 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 Created by Independent Third Party: Yesandinstallationinstructions. 15129.17 q. Fiberglass Door 8'0 Single Glazed "Non -Impact" Fiberglass Door - Outswing/Inswing Configuration (X) ; Limits of Use i Installation Instructions i Approved for use in HVHZ: No FL15129_.._R3...__II_Inst.._1.5.1.29.-17,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 Evaluation Reports Other: See INST 15129.17 for Design Pressure Ratings by F_L..1.5.129 R3 AE_Eval. 1.5.129.,_17,pdf specific Model and for any other additional use limitations i Created by Independent Third Party: Yes i and installation instructions. j 15129.18 r. Fiberglass Door 8'0 Single Glazed "Non -Impact" Fiberglass Door with Non -Impact" Sidelite or Sidelites - Outswing / Inswing i Continuous Head and Sill Configurations (OX or XO OXO) 4 of 5 7/2/2015 3:28 PM Florida Building Code Online https:/,/www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGE... Limits of Use Installation Instructions Approved for use in HVHZ: No FL15129 R3 II Inst Approved for use outside HVHZ: Yes 15129.,_ 1.6.,.pdf 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 i FL1.51.29_R3_A.E._Eval,_1.51.2918.pdf specific Model and for any other additional use limitations j Created by Independent Third Party: Yes andinstallationinstructions. 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 i Installation Instructions Approved for use in HVHZ: No FL15129 R3 II Inst 15129.19.1)df ApprovedforuseoutsideHVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes DesignPressure: N/A Evaluation Reports Other: See INST 15129.19 for Design Pressure Ratings by I FL15129 R3 AE Eval 15129.19.odf specific Model and for any other additional use limitations j Created by Independent Third Party: Yes and installation instructions. 15129. 20 t. Fiberglass Door i 8'0 Double Glazed 'Non -Impact" Fiberglass Door with or i without "Non -Impact" Sidelites - Outswing / Inswing Configurations ( XX; OXXO) Limits of Use j Installation Instructions Approved for use in HVHZ: No FL _91.29 R3 .II Inst 15129.20.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15129.20 for Design Pressure Ratings by F_L1.5129_R3 AE_Eval__15129.20.,,pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes andinstallationinstructions6a F extContact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click (leg. Product Approval Accepts: co W E.. 1: ':m 5 of 5 7/2/2015 3:28 PM R W R W Building Consultants, Inc. B Consulting end Engineering Services Ibr the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 81 3.659.919 i Florida Board orProl'essional Engineers Ceilificate orAuthorinition Nu. 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 InswingrOutswing Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Trinity Glass International based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15129.E require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-15129.E for size and design pressure limitations. Suppoiifng Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 06-0223-3 TAS 202-94 Testing Evaluation Lab.,lnc, Wendell W. Haney, P.E. TEL 06-0223-2 101/1.8.2/NAFS-02 Testing Evaluation Lab.,inc. Wendell W. Haney, P.E. TEL 01470437 ASTM E330-02 Testing Evaluation Lab.,lnc, Lyndon F. Schmidt, P.E. TEL 01471168 ASTM E330-02 & E331-00 Testing Evaluation Lab.,inc. V. K. Wright TEL 01471171 ASTM E330-02 & E331-00 Testing Evaluation Lab.,inc. V. K. Wright 2. Drawing No. Prepared by Signed & Sealed by No. FL-15129.6 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3, Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Trinity Glass International is are manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. t No fi art Lyndon F. Schmidt, P.E. FL PE No. 43409 5/1/2015 Sheet 1 of 1 R . .I Y i ( 3 . I i .., -,.. 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 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 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# DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Doorpanel details - flushglazing 3 Doorpanel 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 Buck anchoring 11 Frame anchoring 12 Components 13 Bill of materials & components 52.5' MAX. O.A. FRAME WIDTH I f--- lli% O Q wx x OO LL < o 1 j--- - 67.59' MAX. A.O. FRAMEWIDTH i O X po O Continuous Head and Sill CONFIGURATION MAX.: I FRAME DIMENSION JAMB TYPE DESIGN PRESSURE (PSF) FLUSH GLAZED DESIGN PRESSURE (PSF) LI UTE !, POSITIVE NEGATIVE POSITIVE NEGATIVE_. OX/XO 53.0" x 81.88" WOOD 60.0 60.0 47.0 47.0 FIBERGLASS/COMP 55.0 55.0 47.0 47.0 Pvc 35.0 35.0 35.0 35.0 OXO 68.5" X 81.88" WOOD 60.0 70.0 47.0 47.0 FIBERGLASS/COMP 55.0 55.0 47.0 47.0 Pvc 35.0 35.0 35.0 35.0 V DATE. 1 18/ 12 SCALE N.T.S. MG. BY: JK CHK. BY, LFS FL--15129.6 SHEET _L OF 13 PVC E CAP --y DOOR SKIN I = LVL STILE I FOAM CORE -- 0.31" 35J5" MAX, PANEL WIDTH i INTERIOR 1 HORIZONTAL CROSS SECTION 2 21.a' .i HOT MELT SEALANT MAX. D.L.O. ' I /SILICONE I i 1 FIBERGLASS DOOR40withFLUSHGLAZING FIBERGLASS DOOR SKIN: MIN. 0.07a' THK. FOAM CORE MATERIAL: POLYURETHANE NOTE: 1. Spacing forlite frame screwis 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) SEE NOTE 2 LVL STILE — -' o a' 5" GLASS BITE O.A. THK GLASS I;\\ 11/8"TEMPERED GLASS yl AIRSPACE r , /W TEMPERED GLASS 8X1-1/8"SELF=---ALUMINUM BUTYL THREADING SCREW OR STAINLESS STEEL SPACER SYSTEM GI GLAZING DETAILFlushLifeFrame 2 HOT MELT SEALANT SILICONE \ K. DETAIL 1 1 m 1.5 - FLUSH GLAZED FRAME ljABSorPC CV B2 MAHOGANY LITE FRAMEASSorPC/ASA ---- 5"GLASS BYTE I" O.A. THK GLASS 1/8"TEMPERED GLASS1 AIRSPACE t— 1IT TEMPERED GLASS 8X1-1/8"SELF ALUMINUM BUTYL THREADING SCREW OR STAINLESS STEEL SPACER SYSTEM G3 GLAZING DETAILFlushLiteFrame KWIKSET KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (980) KWiKSET KNOB L DEADBOLT: SIGNATURE SERIES COMBO PACK (991) SCHLAGE KNOB: F SERIES DEADBOLT: B60SERIES PVC COMPOSITE TOP RAIL DOOR SKIN PVC COMPOSITE BOTTOM RAIL J ONpm on z y v U a 0 ox z° L O0 a m W z!pta 4 6 E vZ w3` d N 2 VERTICAL CROSS, SECTION 2 --- -' i G. BY: JK o K. sr-. LFS kVMG NO, u FL-15129.6 2 or 13 n I PVC STILE CAP IQ 0.10" 0.31" - 35.76. MAX. PANEL WIDTH 4I 0 X toi 1- Imo. SEE HARDWARE CHART N_ 4G FIBERGLASS DOOR PANELwithLIPUTEGLAZING FIBERGLASS DOOR SKIN: MIN. 0.070" THK. FOAM CORE MATERIAL: POLYURETHANE SEE DETAIL I EXTERIOR LOCK BLOCK PVC STILE CAP 2 48 HIM I LVI. STILE --' SEE NOTE t INTERIOR 1 HORIZONTAL CROSS SECTION 3 HOT MELT SEALANT DETAIL I r AAPSUFRE or CMA 1 /2" GLASS BYTE I" O.A.THK GLASS 1/8"TEMPERED GLASS r -- AIR SPACE I ' /a TEMPERED GLASS 8 X 1-1 /2" PPH SMS ` ALUMINUM BUTYL SEE NOTE 1) OR STAINLESS STEEL SPACER SYSTEM GLAZING DETAILC 'Z Lip Ute Frame HARDWARE CHART tiSANUFACTURER MODEL KWIKSET KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (980) KNOB & DEADBOLT: KWiKSET SIGNATURE SERIES COMBO PACK (991) KNOB: F SERIESSCHLAGE DEADSOLT: B60 SERIES NOTE: 1. Spacing forlife frame screwis as follows: Top and Bottom: 7from each corner and at centerline (3 total) Sides: 7' from each comer and equally spacedthereafter (8 total) J50 PVC TOP RAIL f ta:a=Z n Uiz L':O-vi I J z4 °urn r•S 'C V I1II\• z o m o m U N z 0Ern Z m DOOR SKIN 0 o E vZ Jd oa: J C J Z EXTERIORINTERIORN a a - J oa0 043 SEENOTE1v FOAM CORE Fv o JZ Q D 0 h a N hF- NQ o M iI n N z PVCCOMPOSITE--- DAZE 1118112 BOTTOMRAILscuE: N.T.S. L DWG. RY, JK 6 VERTICAL CROSS SECTION OHK. BY. LFS DRAWING NO, FL- 15129.6 c SHEET 3 or 13 13.86'PANEL WIDTH 7' MAX. D.L.O. SIDELITE STILE LVL) EXTERIOR (—SIDELITE STILE LVL) INTERIOR HORIZONTAL CROSS SECTION T- 1- HOT MELT SEALANT 1/2" GLASS BYTE2SEALANT 4 1" O.A. THK GLASS 1.24" J- 1/8" TEMPERED GLASS AIR SPACE I /8"TEMPERED GLASS d 8 X 1- 1 /8" ALUMINUM BUTYL LA THREADINGSCREW OR STAINLESSSTEEL A4 f y5H GLAZED FRAMEPCIA§X— ABS osr DErAll SPACER SYSTEM I LAILI.IMIG hFlush Ute Frame B45" GLASS BYTE HOT MELT SEALANT I" O.A. THK GLASS SILICONE I/ 'TEMPERED 1. 5" GLASS AIRSPACE 1/ 8" TEMPERED GLASS 8 X 1- 118" SELF ..... ALUMINUM BUTYL fTHREADINGSCREWORSTAINLESSSTEELSPACER SYSTEM r2ABSorPC/ASA (G:)—GLAILI Nr. DETAIL FlushLiteFrame42 FIBERGLASS SIDELITE Non-,mpacl" Flush Ule Frame DOOR SKIN: 0.079'MIN. THK. FIBERGLASS CORE MATERIAL: POLYURETHANE FOAM NOTE: I. Spacing for rite frame screw is as follows: Sides; 0.5'from each corner and 9.5" max. spacing thereafter (8 total) SIDELITE RAIL LVL) FOAM CORE FIBERGLASS SKIN SIDELITE LVL) I-- 1.56!---I i VERTICAL CROSS SECTION 4 No 6 z11 z ozocoonoz, me ooa z z W DATE: 1118112 SCALE: N. T.S. DWO. BY. JK CW BY LFS DRAWING NO, FL— 15129. 6 SHEET 4 of 13 SIDELEXTERIOR SKIN LVL STILE f I \ I 1 y LVL STILE i INTERIOR POLYURETHANE / - - 0.75" FOAM CORE I187' MAX. PANEL WIDTH j ri 6. BN' MAX. D.L.O. 1 I i i I i U 0 Z X a f Q b o I 41 FIBERGLASSSfDELRE Non -Impact' Lite Frame DOOR SKIN: 0.070' MIN. THK. FIBERGLASS CORE MATERIAL: POLYURETHANE FOAM HORIZONTAL CROSS SECTION 5 HOT MELT SEALANT f 1/7GLASS BYTE AS - 1" O.A. THK GLASS I 1/ 91 TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS ft8 X 1-1 /T PPH SMS' J ALUMINUM BUTYL SEE NOTE 1) OR STAINLESS STEEL SPACER SYSTEM GZ GLAZING DETAIL Lip UteFrame1.51" A5 LIP LFTE FRAME ABS orPC(ASANOTE: 1. Spacing for lite frame screw is as follows: Top and Bottom: 7' from each comer (2 total) Sides: 7' from each comer and equally spaced thereafter (8 total) f 1- 56" TOP RAIL LVL) SIDELITE SKIN EXTERIOR INTERIOR BOTTOM RAIL- IL J LVL) _....—...... 1.72" - j VERTICAL CROSS SECTION 5 a Z z Ft Ow z °um w Mo z° a NLQZoEmzmoto ° cw t dca V r maa w d i pZ cOi (1 o° J °. \ jam SME: N. T.S. nwc. er, JK i cHr BY, LFS ORAMNO No' r FL-15129. 6 SHEET $ OF 13 4( 04 c Z 0 M 00nz zzo 0 6 9 I'L V12 J, c: LO 3 0 5 Ix CcL=i N0 mZ LA C) z DATE: 7/18/12 z SCALE: N.T.S. C DWG. BY: -jK m CHK. BY: LFS DRAWING NO.: FL- 15129. 6 SHEET 6_ OF 13 SEE NOT 2 HORIZONTAL CROSS SECTtpN 7 Outswing shown - Inswin also approved 6 HORIZONTAL CROSS SECTION Shown w/ wood mullion PVC mullion also approved) 7 Outswing shown - Inswing also approved Shown w/ PVC lambs NOTE: 1-1/4'MIN. EMB. (TYP.) 1. Item #63 located 6' from each end LJ\ and 3 more equally spaced (5 total). 0.15" C'SINK c i j (TYP.) o d i r d 1 HORIZONTAL CROSS SECTION 7 Outswing shown - Inswing also approved INTERIOR EXTERIOR 4 HORIZONTAL CROSS SECTIalso ON 7 Shown nw/rberglass/Comp.jambs provedINTERIOR EXTERIOR U SEE NOTE 31 HORIZONTAL CROSS SECTION 7 Shown w/IX sub -buck INTERIOR E1 EXTERIOR 1- 1/4" MIN. m ds o z fll IN 00 U N •• Z O z y 2 UC) of 9mw. OooaaNamdaLnwd 0z y cw 55HORIZONTAL CROSS SECTION 7 Outswing shown - Inswing also approved 1/4" MIN. M8. (TYP.) E: 1118112 kLE: N.T. S. c. BY. JK BY: LFS MM No.: FL— T5129.6 Er 7 of 13 a e EXTERIOR /, ;1/i,`%{ INTERIOR zPnZa. oU EXTERIOR EXTERIOR -r-g YW 4 INTERIOR INTERIOR VER77CAL CROSS SECTION n 0 1Y'• _ i z c•: g` R Ernta n mllrw.11 O M Z UN •• ro Q Z Qmo aa m cI0 I cz cw 2 J z 4, s0 m z 0 a o aa z 3 VERTICAL CROSS SECTION Ouiswing sill - high dam L ? 1 VERTICAL CROSS SECTION 7 wInswingsill F: 1118112 N.T.S. BY. JK o C. 9/: LFS 's MING NO.: FL-15129.6 c Er 8 OF 13 SEE NOTE- I NOTE: 1. Screws thru head and sill n ° _ G jamb located Y from each " end and on center line. A J SEE NOTE 163 Z p m EXTERIOR EXTERIOR INTERIOR 1VERTICAL CROSS SECTION 4 EXTERIOR INTERIOR INTERIOR 163 I SEE NOTE 1 4 VERTICAL CROSS SECTION 9 Outswing sill 3 VERTICAL CROSS SECTION 9 Outswing sill -high dam ii EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION y Shown w/1Xsub-buck w 1 EXTERIOR z a 41:p v m m a N Zo 2 Ufmm Y o az z z O w CO U 0 O U w z r ti a v 0' o o a a INTERIOR VERTICAL CROSS SECTION Q Inswing sill GATE: 1/18112 SCALE: N.T.S. DWG. BY: JK BY; LFS RAWING NO-: FL-15129.6 MEET 9 OF 13 3-..... I— .—I J —4" TYP. HEAD AND JAMBS ill I it 2X BUCK f', I : FOR- ill 26 RFF nNiY n: '='O MASONRY OPENING m 0 aa BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the corners may be adjusted to maintain the min. edge distance to mortorjoints. 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 1, MIN. : MIN. CLEARANCE MIN. CLEARANCE.. TYPE 5(ZE:EMBEDMENi TO MASONRY TOADJACENT . EDGE ANCHOR . ,.. ITW BUlLDEX TAPCON ELCO ULTRACON a 1/4" 1-1l4" 1" 4 WOOD SCREW INSTALLATION NOTES: Maintain a minimum 5/8" edge distance, t"end distance, & I"o.c. spacing ofI. 9 wood screws to prevent the splitting of wood. 3" f ^ 4„ II •' ./ it TYP. HEAD N AND JAMBS W i a U 2X BUCK FOR MASONRY -, III REF. ONLY Il OPENING it III II 1 III ---- III 'I 11 N III BUCKANCHORING UAt y 4 H 00 6 A Is BD 7 oinn°Jz zm a t oz°5 n Eo, 0. Wi =! 0 0- a mai e 9 o zg[ Li e 1118112 vE N.T.S. BY.. JK C BY: LFS 11NNG NO.: FL- 15129.6 c ET 10 OF 13 I C.1 0 1 SEE HINGF. DETAIL 2 SEEMULLION SEE MULLION ATTACHMENT DETAILS ATTACHMENT DETAILS SEE HINGE b y T T - g: DETAIL 1 i j ^ I 3 1X BUCK F IX BUCK - ---- L 2X BUCK 2X BUCK - L 2X BUCK 2X BUCK TYP. TYP. HEAD HEAD - - & JAMBS z IAUac HINGE JAMB DOOR - FRAME MASONRY -: OPENING TYP. SI c LL— DOUR & / J a SIDEUTE ..............._.......... d FRAME - ^* O MASONRY OPENING ! TYP. SILL FRAMEANCHORING FRAME ANCHORING Masonry consTrucfion Masonry construction CONCRETE ANCHOR NOTES: I. Concrete anchor locations atthe corners may be adjusted tomaintain 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 mortarjotnts, additional concrete anchors may be required toensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR MIN. MIN. CLEARANCE MIN.:CLEARANCEANCHOR TYPE SIZE, EMBEDMENT TO MASONRY TO ADJACENT EDGE .. , ANCHOR ITW BUILDEX 3/16" 1 1/4" TAPCON' 1/4" 1-t/4"_..........._._..._..__. T 4" ELCO , 1/4" 1-1/4" 1" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum 51e" edge distance, 1"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. PVC or Wood Mullion 4 PVC or Fiberglass/Comp jambs i ru / in I; 1 I I MULLION ATTACHMENT DETAILS Requlrea at fre headand sli STRIKEJAMB 1 tl3':j 0z 0. r y; z c of n f1 f,ffrrii n64 .\ u o n m z° a N ; 22 v V Z O z 3Eco9mcwasaaom o c 0 o TW 23 STRIKE PLATE DETAIL z 2 I BUCK 2XBUCK NH Cn m i HINGE DETAIL 2 HINGE DETAIL 1 BUCK X BUCK 1=21 scALE: N.T.S. `. DWG. BY, JK n OHK. BY., LFS _ DRAWING NO.: Q FL-15129.6 SHEET j I OF 13 2---; 1 2 3 p. a v 25 I - - j+ Z A` _ of n LF E z mX° vWpt0JC o o v In d If p w o a o I I 1.5" p NTEGRALMULUON 6711NTEGRALMUILION z66pVCWood 69 MULUON BASE KROptional w p SLLKEY, RIGHT SILLKEY LEFT SCALE, NONE MESCALE: NONE N Oz o 4.56" - 4.56" o1.22' FYt 1 m 3 i O O 101 O O O = F_ O Y f vino 0 S INSWING THRESHOLD Tq SOIPtLLKEY DEiA1LS z_ Ej aooQo ? 2.01" W4.57'._.. -- i-' 4.57' 2.29" o DATE: 1 S 12 u I o o scALe N.T.S. 61 SIDELRE SPACER 60 SIDELRE SPACER DWG. eY: A m' o Inswing Outsving 2 OUTSWING THRESHOLD t' LUTSWING THRESHOLD CNN. BY. LFS i fign-dam \l DRAWING NO.: FL- 15129.6 N 0 SWET 12 of 13 ", RIU OF MATERIALS REM # DESCRIPTION MATERIAL A 1X BU_. CK SG >= 0.55 WOOD B 2X BUCK 5G >= 0.55 WOOD C 1 /4" MAX _SHIM SPACE PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL H 3/16" X 3-1 /4" PFH ITW CONCRETE SCREW STEEL J 9 X 2-1 /4" PFH WS STEEL L B X 2-1 /T PFH 1NS._.._...._............._...-._-- STEEL P 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 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 8 6 X 1-1/4 PFH DRYWALL SCREW 9 9 X 2-1 /4" PFH SMS STEEL 12 WEATHERSTRIP QEBD650 Q-LON 16 3.983" X 4.0" HINGE MIN 0.098" THICK STEEL 19 SILLKEY PC/ASA 22 DEADBOLT STRIKE PLATE STEEL 23 LATCH STRIKE PLATE STEEL 24 9 X 5/8" PFH WS STEEL 25 OUTSWING HIGH -DAM THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUM./ COMP. 26 99 X 1.0" PFH WS STEEL 27 OUTSWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUM./ COMP. 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 SIDELITE PANEL - SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 42 SIDELITE PANEL - SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 60 SIDELITE SPACER - OUTSWING PVC 61 SIDELrFE SPACER - INSWING PVC 62 QUARTER ROUND WOOD 63 8 X 2-I /4" PFH WOOD SCREW STEEL 64 8 X 2" PFH WOOD SCREW STEEL 66 INTEGRAL MULLION - PVC PVC 67 INTEGRAL MULLION - FINGER JOINT PINE (SG >= 0.42) WOOD 69 MULLION BASE KIT PC/ASA X. Ga Ni =- i • / U n 2 ?LLm i Y'• 6j: z1- 1 a o n 2.38" V N •; 1 HEAD AND JAMBS o z caj Wood v 8 E om w pramsmaai.. cLL 0E9z wrd 4.56" -----{ J o I cm v> LqLn ww m Z44"- w o0 z 04 2 HEADAND JAMBS oI nj ro Com os PvPVC Base F w/ Fiberglass Wrap 4. 56 N o I F-- 2.44" -- 4 HEAD AND JAMBS PVCSHEET O N w n N DATE 1/15112 SCA F: N.T.S. DWG. BY: JK n CHK. Br: LFS 3 ORMING NO, u FL- 15129.6 13 of 13 REQUIRED INSPECTION SEQUENCE RP# t 1- Z(PIG Address: BuILIDING )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) IELECT.RICAL ]P.f Minn I max Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final min Max Inns ectionn Descri Lion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Mtc: HAl ICAL:1PE tMIT. Min 1Max min 1Max Mechanical Roug Mechanical Final Gas Unde Gas Roug Gas Final REVISED: June 2014