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Home My WebLink About23-591817yvw Issue Date: 03/31/2023 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent remspection. 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 permit required from other governmental entities such as water management, state agencies or federal agencies. Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE W, 5 �71' IN P THOUT APPROVED INSPECTION i I I i � J11111''i'll 11111,111111 ffPi] ` 11 �' z I I I- I 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting ( 813 �)413 7999 Owner's Name Debra Warren Owner Phone Number 989-233-8586 Owner's Acldress5i42 NOrthlake Dr�� Owner Phone Number Foe Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6642 North Lake Dr Ze h rhills. FG 33542 LOT # 20 SUBDIVISION PARCEL (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH El INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK 6, 14094,3 BUILDING SIZE = So FOOTAGE 2253 HEIGHT �ZBUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING =MECHANICAL VALUATION OF MECHANICAL INSTALLATION = GAS ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY The �Home �Depot SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License # ELECTRICIAN COMPANY SIGNATURE REGISTERED FEE CIJR�REN_Y / N�� Address License # PLUMBER COMPANY SIGNATURE REGISTERED L_Z2N _J F CURREN Y/N Z2j _Z2j X_L_j Address License # MECHANICAL COMPANY E SIGNATURE E=== REGISTERED ;;; FEE CURREN Y 1 N� Address License # OTHERC__ COMPANY SIGNATURE REGISTERED YIN FEE C.RREI1=;;;N= Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Fonns. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) — Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Remote If shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations, The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractors) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/lUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500,00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement, CONTRACTOWSIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced poor to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Watenf Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. FLORIDA JURAT (F.S. OWNER OR AGENT CONTRACTOR A�ngdnd sworn to (or ffirmec) before me this t 11�1 i i to (or ffirmel) before me this by Martm Who is/are personally known to me or has/have produced Who is/are personally known to me or hi�oave produced 4s identification, as identification. A I / Notary Public — Commission Not__ _ V Commission Public printed or stamped Name of Notary typed, printed or stamped Notary Public Notary of Florida "! o Notary Public State of Florida John H Christianson Commission 'a 'a n A John H Christianson My Commission HH 337889 1 lilt My Commission HH 337889 EEIiExpires 12118/2026 Expires 12/18/2026 IWINOM ma& Permit Number Parcel ,liiNumber ' NOTICE OF COMMENCEMENT State of Florida County of PA&C-0 THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and In accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OFCOMMENCEMENT, 1. Description of property (legal description): '2o a) Street Uob) Address. 2.Generat description of fmprovementsc 3.Owner Information or Lessee information If the Lessee contracted for the Improvement., a) Name and address:. "A b) Name and address of fee simple titleholder (if different than Owner listed above) c) Interest in 4.Contractor Information a) Name and address: b) Te!ephone No,: c)AmountofBond: 6.1-ender A a) Name and address: - b) Telephone No.: 7, Pers ons with in th e State of Florida des ignate d by Owner upon %0om notices or other documents may be served as provided by Section 713,13 (1) (a) 7, Florida Statutes; a) Name and address: b) Telephone No.: Fax No.: (optional) addition to himself or herself, Ownerclesignates of to receive a copy of the Lienors Notice as provided in Section 713.13 (1) (b), Florida Statutes. b) Phone Number of Person or entity desfgnated by Owner: 9. Expiration date of notice of commencement (the expiration date may not be before the complation of construction and final payment to Hie contractor, bu��#_date of recc p WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDET,-GH3PT-E",0.-.P-1TT 1. SECTIOV 713.13.1.STA DL WINDOW SPECIFICATION SHEET - Spec. Sheet #: F32407433 Sheet: 1 of 2 Customer: DEBRA WARREN Job #: F32407433 Consultant: David Wilson Date: 03/18/2023 New Window Existing Window Hinge Locations, Measurements Grids Product Options Labor Options From outside, Left to Right Bays, Bows Location Color Rough Opening # of bars # of bars Csmnts, I PnL use L, R or S Glass Mac Items Hardware Code Screens For doors use E Mull "S" = stationary or W Style Wraps W5 z Ca (5 .2 J, -6 'X" operating t: Room Floor Code (Y/N) Style Code Series Code W 2: �5 a- > M 0 > D, GlassPack: BF 1 LAUN 1st DH- N DHC 6100 WH WH 52 37 89 SiTandardWhite, ALDER STD, White, GlassPack: BFStandard 2 BED1 1st DH- N DHC 6100 WH WH 36 62 93 ALDER STD, W GlassPack: BF i3 8ED2 Tat DH- N DHC 6100 WH WH 36 62 98 Standardhite, ALDER STD, White, GlassPack: BF 4 HALL 1st DH- N DHC 6100 WH WH 36 37 73 Standard ALDER STD,White, TMP : Full, BF 5 BATH 1st DH- N DHC 6100 WH WH 25 37 62 Obscure Glass: Full, ALDER GlassPack: Standard STD, White, GlassPack: BF 6 LrV 1st PW_ N PWC 6100 WH WH 72 14 86 Standard ALDER STD, White, GlassPack: SP 7 KITCH 1st Pw_ N PWC 6100 WH WH 72 14 86 Standard ALDER STD,its, GlassPack: BF 8 KITCH 1st DH- N DHC 6100 36 62 98 Standard ALDER SPECIAL CONSIDERATIONS: Permit Processing Wrap Color Interior Casing Type Bay or Bow window: Peatboard material (vinyl only -Birch or Oak) 1Bay Project Angle (30 or 45) lBay Flanker Type (DH, SH, or Csmnt) [Top, of window to soffit (inches) It tied to soffit, color of soffit material I have reviewed and agree with all the job specifications above and the Construct Roof (Yes or No) * Special Terms and Conditions on the following page Garden Window: Seatboard Material (vinyl only -White Pionite, Birch or Oak) I WINDOW SPECIFICATION SHEET - Spec. Sheet #: P32407433 Sheet: 2 of 2 Customer: DEBRA WARREN Job #: F32407433 Consultant: David Wilson Date: 03/18/2023 New Window Existing Window Hinge Locations Measurements Grids Product Options Labor Options From outside, Left to Right Bays, Bows Location Color Rough Opening # of bars # of bars Csmnts, 1 Pni, use L, R or S Glass Misc Items Hardware Code Screens For doors use 76 Mull "S" = stationary or Style Wraps Z5 u- 25 7a � M E ' �2 V 'X" operating L- Room Floor Code (Y/N) Style Code Series Code lt x LU 5 6 > > STD, White, GlassPack: 3P 9 FAM 1st PW_ N PWC 6100 WH WH 72 14 Standard ALDER IE36 STD, White, GlassPack: BE 10 MBED 1st PW_ �N PWC 6100 WH WH 72 14 86 Standard ALDER STD, White, GlassPack: BE 11 MBED 1st DH- N DHC 6100 WH WH 25 62 87 Standard ALDER STD, White, GlassPack: BF 12 MBED 1st DH- N DHC 6100 WH WH 25 62 87 Standard ALDER Wrap Color linterior Casing Type IBay or Bow window: eatboard material (vinyl only -Birch or Oak) L-Y Project Angle (30 or 45) 1Bay Flanker Type (DR, SH, or Csmnt) [fop of window to soffit (inches) It tied to soffit, color of soffit material Construct Roof (Yes or No)* Garden Window: 1'eatboard Material (vinyl only -White Pionite, Birch or Oak) SPECIAL CONSIDERATIONS: Permit Processing I have reviewed and agree with all the job specifications above and the Special Terms and Conditions on the following page I -- V---',,! �, ` 1 6100 Double Hun \ cry Non -Impact �immimma�� BCIS Home Log In User Registration Hot Topics ? Submit Surcharge. Stats & Facts ! Publications, Contact Us BCIS Site Map Links Search ui c irL�Product Approval USER: Public User Prodpct„Agproval Menem > Product or Application 5earph > AGplic ion List > Application Detail FL # FL5167-R37 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived Product Manufacturer Simonton/Ply Gem Windows Address/Phone/Email 5020 Weston Parkway Suite 300 Cary, NC 27513 (800)542-9118 Ext413596 luanne.harris@cornerstone-bb.com Authorized Signature Luanne Harris luanne.harris@cornerstone-bb.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Luanne Harris 3948 Townsfair Way Suite 200 Columbus, OH 43219 (614) 532-3596 luanne.harris@simonton.com AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847)303-5664 webmaster@aamanet.org Windows Double Hung Certification Mark or Listing Fenestration and Glazing Industry Alliance (formerly AAMA) American Architectural Manufacturers Association 5tandarA AAMA 450 AAMA/WDMA/CSA 101/I.S.2 A440 AAMA/WDMA/CSA 101/I.S.2 A440 Y r 2010 2011 2008 Product Approval Method Method I Option A Date Submitted 07/08/2021 Date Validated 07/12/2021 Date Pending FBC Approval Date Approved 07/16/2021 Summary of Products FL # Model, Number or Name I Description 5167.1 07-09, 07-10 and 07-20 '1 Reflections 5500, PerfeXion Platinum Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ. No pdf Approved for use outside HVHZ: Yes FL51 7 R 7 C AC 07-Q9 n 7x76 PG65.p�df Impact Resistant: No 4 R P 6 0. pAf Design Pressure; N/A i FL5167 R37 C CAC 07 09 QH 44x6R50.pdf Other, 48x80 (+/-25 PSF), 56x84 (+/-25 PSF), 53x76 (+/-50 PSF), 36x63 (+/-50 PSF), 44x64 (+/-50 PSF), 47x71 (+/-50 0 R25 p PSF), 37x84 (+/-60 PSF), 37x76 (+65/-70 PSF) 7 R5 4 R P - PAf and 08- -1 - 0 Wajver.%df p df Quality Assurance Contract Expiration Date 12/13/2021 Installation Instructions PAf L 1 7 P37 TT TNn c,- Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports 1 Created by Independent Third Party: Yes . ............... ... . ........ 5167.2 7-09, 07-10 and 07-20 i Reflections 5500, PerfeXion Platinum Vinyl Double Hung with Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ* No Approved for use outside HVHZ: Yes 1RG50 (ext._).p f Impact Resistant: No Design Pressure: +50/-50 W-LV-Qrp-df Other:53x130 pdf Quality Assurance Contract Expiration Date 04/19/2025 Installation Instructions �onn ?-X—. Qdf Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ------ . .... 5167.3 07-09, 07-10 and 07-20 .. .... ... .. . ....... Reflections 5500, PerfeXion Platinum Vinyl Double Hung H- Mulled Triple Limits of Use J Certification Agency Certificate Approved for use in HVHZ: No _ZLR- Approved for use outside HVHZ: Yes iRg-50 (9?i—t.5)-.Wf Impact Resistant; No Tripp_j6Dx7 R_ Resign Pressure: +50/-50 Other: 160x76,126x76 EQ50 (ext.5),p f We _ive r p_df Pdf Quality Assurance Contract Expiration Date i 04/19/2025 Installation Instructions Twin -Tripe — 2 aft —X. Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by independent Third Party: Evaluation Reports Created by Independent Third Party: n 5167.4 7-09 �7-10 and 07-20 1 Reflections 5500, PerfeXion Platinum Vinyl Double Hung Triple 5167.9 143-17 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: N/A Other: 3602 (+/-30 PSF), 48x80 (+/-30 PSF), 5301 (+/-35 PSF), 44x63 (+/-35 PSF), 48x80 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 2606 (+/-50 PSF) & 3604 (+/-50 PSF), 32x62 (+/-50 PSF) 5167A0 143-17 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ- Yes Impact Resistant: No Design Pressure: N/A Other: 96x80 (+/-25 PSF), 89x63 (+/-30 PSF), 73x63 (+/-35 PSF) & 72x74 (+/-45 PSF) 5167.11 143-35 (Two -Step Sill) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: N/A Other: 44x63 (+/-25 PSF), 46x84 (+/-25 PSF), 36x72 (+/-30 PSF), 48x80 (+/-35 PSF), 52x71 (+/-35 PSF) 5167.12 43-35 (Two -Step Sill) and 43-50 (Three -Step Sill) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: +35/-35 Other: 73x111 Evaluation Reports Created by Independent Third Party: Profinish Contractor, Prol'inish Master, PerfeXion Contractor Vinyl Double Hung Certification Agency Certificate &5_167 R 7 A 43-17 DH (E[n)_Z606 P- EQ-50(2A.5L121 EL51_k7 R 43-1 (_Fjrj)_j2xU-.UjpAf EL21E7-RSAC 43-17 DH (Elln-)-!Lx72--R3-Q-.p�Lf fL51EZ_R2Z_L_CAS AlllZ_DWLin)-3Lx74 R5_0.Q�f ELaj5Z_EjjCAC 4 -1? DM (Lin)_AAx�a �RP .p_df 20 —0. Off fLaILZ_aaZ_L_CAC _A2zlZ_DHJLiti)-Aax-S-0 R-PG35 P d-f 1`1_5167 R3? C CAC 43 1? DH (ELinless)_3A04 R5Q.pdf EL5_i67 R37 C �A� 43 17 [JH (finless)_Aax80 R3_5.p r FL5167 R37 C CAC 4 -17 DH xrA P P(-.4r ptlf R45,p�jf FL51 Fin)lpdf Quality Assurance Contract Expiration Date 12/11/2021 Installation Instructions FL5167 R37 11 IN0096 4 - 7 DH 2Y-pdf FL5167 R 7 11 IN0254 43- 17 DH I Y pLf Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports FL5167 _R37 AE_EvalReporU-NQ254-R7.p�df Created by Independent Third Party: Yes Profinish Contractor, Profinish Master, PerfeXion Contractor Vinyl Double Hung T-mulled Twin Certification Agency Certificate pdf P d-f Pff pdf Quality Assurance Contract Expiration Date 04/22/2022 Installation Instructions Of. Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung Certification Agency Certificate Ulf FL5167 R37 C CAC 43-35 DH 46x84-R25.&f wff PAf Quality Assurance Contract Expiration Date 01/24/2026 Installation Instructions Of FL51Z Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports FL5167 R37 AE EvalRepo_rt-IND568-R4.p f Created by Independent Third Partv: Yes 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung Twin with Transom Certification Agency Certificate X111- E35.pdf FL5167 R37 C CAC 43-50 DH TWIN w TRANSOM 73x111- R35.pdf Quality Assurance Contract Expiration Date 01/24/2026 Installation Instructions FL51 m 2 _X. P_d_f ttlttr«� Tu/LU'2'f LUCAS A. TURNER, P.E. Lucas Turner %ye FL PE 58209 TURNER ENGINEERING MODEL DESIGNATION:Simonton Double Hung Series 43-35 Vinyl Window 2021.03.03 S#3�'s. ='+s= Na' 582os `>ffi= & CONSULTING, INC. MAXIMUM OVERALL NOMINAL SIZE: See Size Chart 15:75:54 r� sTAn �$ (COA # 29779) 2428 OLD NATCHEZ TRACE -06'00' TRAIL, CAMDEN, TN 38320 DESIGRATIN See Size Chart N PRESStiRE Y?; �r {gg�y i*'' PH, 9ai-380-1574 USABLE CONFIGURATIONS: X X GENERAL DESCRIPTION- The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.142". SIZE CHART OVERALL SIZE l WIDTH HEIGHT DP RATING "W 44" 63" 84" ±25 ESE 46" 36" 72" ±30 PSF 48" 80" 71" ±35 PSF 52" 1---"W" MAX. OVERALL FRAME WDTH TABLE is INSTALLATION FASTENERS TABLE ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN EDGE DISTANCE A CONCRETE (2 KSI MIN.) 3/16" DW TAPCON I-1/2" 1-i/8" B HOLLOW OR GROUT -FILLED CMU 3/16" NW TAPCON ? 2" 117 PCE MIN. C 2X FAIN. SOUTHERN PINE WOOD = G0.55 3/16" IT'W TAPCON 1-3/8" 7/8" D 2X MIN. SOUTHERN PINE WOOD #10 WOOD SCREW 1-3/8" 7/8" G=ME ?6 GAUGE 0.060 MIN. STEEL E 1fl-i6 !TW TIERS THREAD 3/2" STUD 33XSI YIELD MIN. SELF -DRILLING SCREW FFULL i 8 ALUM. 6063-T5 MIN. OR I 10 GRADE 5 SFLF-TAPPING FULL THREAD 7/2" 1 8" STEEL 36 KSI MIN. DRILLING SCREW SILICONE CAUL( (EXT. PERIMETER) SUBSTRATES BY OTHERS 1/4" MAX. SHIM SILICONE CAULK (INT. PERIMETER) HEAD 1/4" MAX. SHIM SILICONE CAULK SILICONE CAULK SUBSTRATES BY OTHERS 1 SILL REVISIONS: ADDED MIN. EDGE DIST, NOTE. ADDED NOTES 17 & 18 - AAMA 800 ADDED MULTIPLE SUBSTATES UPDATED TO 7TH EDn1ON (2020) Me MIN. EMBED. SEE TABLE i INSTALLATION FASTENERS SEE TABLE 1 "\ MIN. EDGE DIST, SEE TABLE 1 SUBSTRATES BY OTHERS SILICONE CAULK (INT. PERIMETER) 1/4" MAX. SHIM SILICONE CAULK (EXT. PERIMETER) JAMB NOTES: I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN. 2. ALL INTERIOR AND EXTERIOR PERIMETER SURFACES Of THE WINDOW MUST BE CAULKED. 3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECIFIED IN THESE DRAWINGS. USE APPROPRIATE ANCHORAGE FROM TABLE i ACCORDING TO SUBSTRATE TYPE. A MINIMUM CENTER -TO -CENTER SPACING OF 3" SHALL BE MAINTAINED BETWEEN ALL ELCO ULTRACONS IN ANY DIRECTION. 4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-112" THICK, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD BUCKS WITH MASONRY ARE OPTIONAL. 5. WOOD OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS, SHALL BE PROPERLY DESIGNED AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 6. THE RESPONSIBILITY FOR SELECTION OF SIMONTON PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, BUILDING OWNER, OR CONTRACTOR. 7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16' EXIST BETWEEN OPENING AND FRAME, MAX. SHIM STACK IS 1/4'. SHIMS SHALL BE LOAD -BEARING AND CAPABLE OF TRANSFERRING LOADS TO THE SUBSTRATE. 8. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE OF APPROVED IMPACT RESISTANT SHUTTERS OR OTHER EXTERNAL PROTECTION. 9. SEALING AND FLASHING BY OTHERS SHOULD BE APPLIED USING THE ASTM E 2112 METHODOLOGY APPROPRIATE FOR THE OPENING INTO WHICH THE PRODUCT IS BEING INSTALLED. OVERALL WATER PENETRATION RESISTANCE OF THE INSTALLED PRODUCT IS NOT ADDRESSED IN THIS DRAWING AND is THE RESPONSIBILITY OF OTHERS. I0, GLAZING SHALL COMPLY WITH ASTM E 1300. lL ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. 12. A WIND LOAD DURATION FACTOR CD = 1.6 WAS USED FOR THE ANALYSIS Of WOOD SCREWS ONLY. 13. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS ATI-B6470.01-109-47, ATI-B6472.01-109-47 AND ATI-B6473.01-109-47. 14. DESIGNATION 'X' AND "0" STAND FOR THE FOLLOWING: X: OPERABLE PANEL - 0: FIXED PANEL. 15. USE A BACKER ROD ON ALL JOINTS >3/4` DEEP AND/OR WIDER THAN 1/4'. FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8' DEEP. Ms FINISH: SiMONTONe ...Bv........ This document Is the property of Simonton Windows, which Dimensional Tolerances µ, s DRAWN 8' retains all propnstIIry and other rights to Its subject mutter ,_rrcePr„g5„ypTEp !I lee. Otherwise Si cf'd ° T.D.D. This document Is provided to the recipient on the expressed ALLOY E< TEMPER: I (, h A cnue CHECKED ;ondition that it is not to be disclosed, reproduced in whole or I cnnsb—, WV 26415 part, nor used In conjunction with the design, manufacture or Decimals Angles SCALE: EFT: APPRYD repair of goods for anyone other than Simard- Windows without its consent. This restric#Ion does not Unlit the URFACE AREA: .X t .03 FIT I of I recipient's rights to utilise infarmafion contained in this .XX t .01 0' 30 min. SERIES: document which is properly obtained from another source. ,XxX t .005 43-35 DOUBLE HUNG MODEL DESIGNATION: Simonton Double Hung Series 43-35 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING:. See Size Chart USABLE CONFIGURATIONS: -X X GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070'. 0 cc �-- -W- MAX. OVERALL FRAME WIDTH —1 SIZE CHART OVERALL SIZE DP RATING WIDTH HEIGHT V, -H- 46' 84" ±25 PSF 4 - 63' 36" 72' ±30 PSF 48" 80' ±35 PSF 52" 71" SILICONE CAUL4 2X BUCK rl-,\ SILL NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS REMSIONS: UPDATED SIZE PER TEST REPORT #89924.01, EM 1 5d4N. EDGE DISTANCE NOTE I r.W 1 6/16/15 3; 1 = —2 & 13 - AAMA ROD. I LMH 1 11/09/17 SILICONE 2X BUCK CAULK SILICONE CAULK SILICONE 0 lZ4-ICMAX. SHIM MAX. SHIM 31LICONE CAULK HEAD Itmam #8 X 2 1/2" MIN, WOOD SCREW WITH 1.50" MIN. EMBEDMENTINTO WOOD MIN. EDGE DIST., SEE NOTES. Sfl Irnklc- 'Al 11 (�r) JAMB NOTES: 1.4/ I , This installation has been evaluated for use in locations adhering to the Texas & Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the H.V.H.Z. 2. All exterior perimeter surfaces of the window must be caulked. Interior caulking is optional unless noted otherwise. 3. Anchors shall be as specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood. 4. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. S. Shims are optional. Max. shim stack is 1/4", 6. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. 7. When used in areas requiring impact protection this product REQUIRES the use of approved impact resistant shutters or other external protection, 8, Flashing should be applied using the ASTM E 2112 methodology appropriate for the opening into which the window is being installed. 9. Installation screws must be at least 3/4" from the edge of the wood, 10. Installation screws may be placed in the interior or exterior track of the jamb. Screws should be flush with the vinyl. 11, Glazing shall comply with ASTM E 1300, 1 2,Use 100% pure silicone caulk compliant with AAMA 808 Section 5 - Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are completely free from all old caulk, damaged wood, wood fibers, grease, oil dirt, rust, mold or similar contaminants. Vacuum and clean opening surfaces completely. A fully primed surface is recommended, but not required. Cleaning of all surfaces should be done the same day of which the silicone caulk is to applied, For more details visit Simontomcom. I 3,Caulk application: recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F. Insure all contact surfaces are clean and dry including the new winclow(s). Use a backer rod on all joints >3/4" deep and/or wider than 1/4". Finished caulk joint should be a minimum of 3/8" deep and make full contact with both the new window and structural opening surfaces. Silicone caulk should be forced into joint or compressed to assure full contact on both surfaces and to expel any air pockets. DISCLOSURE 5MIEMENT This document is the property of Simonton, Vfindow% which retain. .91 proprietary and other rights t. Its subject matter. This document Is p,.,ld.d to the recipient an the -pressed dition that It 1s not to be disclosed, reprod .. d In whole . port, nor ..d in conjiumtin with the d-19h, manufactre or repair of goods for anyone other than Simonton Windows without It. consent. This restriction does not limit the racIplart'. siqhts to ufilk. information contained In this document which is properly obtained from another source. Dirrion.land Tolroru,- SIMONTON' 0 Unless Otherwise Specified . I I . . w I I C-h— A-- P—sb.., WV 26415 Decimals Angles x .03 .xx t .01 0- 30 mi.. SERIES: =X ± D05 43-35 DOUBT 3/11/22, 10:21 AM Florida Building Code Online 6100 Picture Window nl, Non -impact mii'.amwa Km =I- 1=11-3371 BCIS Home Log In User Registration Hot Topics Submit Surcharge : Stats & Facts Publications Contact Us i BCIS Site Map Links Search Product Approval USER: Public User Product Approval __M_enu > Product or Application Search > ApplicationList> Application Detail FL # FL5177-R35 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Simonton/Ply Gem Windows Address/Phone/Email 5020 Weston Parkway Suite 300 Cary, NC 27513 (800) 542-9118 Ext 413596 luanne,harris@cornerstone-bb.com Authorized Signature Luanne Harris luanne.harris@cornerstone-bb.com Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair Way Suite 200 Columbus, OH 43219 (614) 532-3596 luanne.harris@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847) 303-5664 webmaster@aamanet.org Category Windows 1�tl Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Fenestration and Glazing Industry Alliance (formerly AAMA) Validated By Fenestration and Glazing Industry Alliance (formerly AAMA) Referenced Standard and Year (of Standard) Standard AAMA 450 AAMA/WDMA/CSA 101/l.S.2/A440 AAMA/WDMA/CSA 101/1.&2/A440 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect fLaIZZ R35 Eq= Equivalency Le ter FL 177 5 pdf Year 2010 2008 2011 https://floridabuilding.org/pr/pr�_app_dtf.aspx?param=wGEVXQwtDqtQclh%2bCtWN65AxLolopGhXIIFzX42RxQVSnjvE9RSTSQ%3d%3d 1/6 MIr :�■ MUFMA] Impact Resistant: No Design Pressure: N/A Other- 96x72 (+/-30 PSF), 96x63 (+/-35 PSF), 74x63 (+/-50 PSF), 80x48 (+/-55 PSF) 5177A5 143-17 (Sunroom) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: N/A Other: 74x63 (+/-50 PSF), 80x48 (+/-55 PSF), 96x63 (+/-35 PSF), 9602 (+/-30 PSF) 5177A6 143-35 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. N/A Other: 9602 (+/-40 PSF), 74x63 (+/-50 PSF), 80x48 (+/-50 PSF) 5177A7 143-35 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure, +50/-50 Other:109x72 5177.18 143-35 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure- +35/-35 Other:73x1I1 5177.19 143-40 EL5177 R35 —CCAC 43-17 PW (Fin) 96x72 C -PG30.pjIF -j- �-R 5�pgif Quality Assurance Contract Expiration Date 12/07/2024 Installation Instructions FL5177 R IN $A 4117 MAI I Y pCif . plf Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports ELjj773j5_AE fv IR -_4,p Created by Independent Third Party: Yes Prol'inish Contractor, PerfeXion Contractor Vinyl Fixed Window for Sunrooms Certification Agency Certificate R55 pdf EL21ZZ—Ras -L—CAS —la:!Z-EIULin)-Z4x63_R5O,� 6x72W-PQ.pdf pdf Quality Assurance Contract Expiration Date 12/07/2024 Installation Instructions Off Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports FL5177 R35 AE PER7509 SS.pdf Created by Indecendent Third Partv: Yes 6100, Asure, PerfeXion Silver Vinyl Fixed Window Certification Agency Certificate pff aft fL5177 R35 CA 43-35W p_d f Quality Assurance Contract Expiration Date 09/10/2026 Installation Instructions FL51:/L7 _P311 _IN04 4 �-PW �2X&ff Of Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports EL5177—R35—AE EvalRP.p ort-IN009 -R4.p f Created by Independent Third Party: Yes 6100, Asure, PerfeXion Silver Vinyl Fixed Window Triple Certification Agency Certificate &21ZZ_RILL_CAC 43 35 PW Triple-10x7 �-PSQ qdf Quality Assurance Contract Expiration Date 01/25/2026 Installation Instructions p-le —2X p,0-f Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 6100, Asure, PerfeXion Silver Vinyl Fixed Window Twin with Transom Certification Agency Certificate FL5177 R35 C CAC 43-35 PW Twin w Tran m-7 xill- R35.P-d1f Quality Assurance Contract Expiration Date 01/25/2026 Installation Instructions FL5177 R35 II IN0355 43 35 PW Twin w Transom 2X.pdf Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Reflections 5050/5300, 6100, PerfeXion Gold, 4500 Vinyl Fixed Window https:llfloridabuilding.org/prlpr�_app_dti,aspx?param=wGEVXQ\,vtDqtQclh%2bCtWN65AxLolopGhXllFzX42RxQVSnjvE9RSTSQ%3d`/`3d 5/6 NO P.E. SEAL REQUIRED MODEL DESIGNATIQLNL Simonton Series 43-35 Vinyl Fixed Window INSTALLATION SUPPORTED ` r LAA—XIUIJ—M-Pff-R-A-LL-PLQM—INAL-27—F,, See Size Chart BY AAMA TEST REPORTS -2 aR 4 VPDATED Na Es AND Gu9EP HE ION PRESSURE RAflN See Size Chart 5m ADDED GLAZING DETAILS, USABLE C6NFI219A-RD-N—S: 0 6 COARGED SASH -FRAME i7ff 2rs — 'RE 7 ADDED MIN, EDGE DJST, 1401 FERAL DESGitEAT#6J' The head, sill, and side jambs are extruded PVC, The wall thickness through which the anchor screw penetrates is a minimum of 0,070", SIZE CHART _3VERALL SIZE VA D TH HEIGH f DP RATING .Vr 96' I 72' ±40 PSF 7r 6S ' 80' 48" 1 50 PSF d-1, I. ; off PP,I.t me,pirnt's dot. U, otitis. in Air x� de".w,t Mich I. properly bt.1-d Y_ SILICONE 2X SUCK CAULK SILICONE CAUILK K 114° MAX, S441M HEAD_ �JIJ 4X SCALE 41 il if T MAX, SHIM SILICONE CAULK SILICONE CAULK 2X BUCK SILL 4X SCALE DATF-1, TGGI SILICONE CAULK 1/4' MAX, SHOii 2X BUCK-, 0 X 2 1/2- MIN, WOOD SCREW WTH 1.50 ' MIN, EMBEDMENr INTO WOOD MIN, 00E, DIST., SEE NOIES SILICONE CAULK JAMB V SCALE NQLF—S 1, This instalinthin has been evaluated for Use in locations adhering to the Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimum Design LoGd5 for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the KV,K1 2, Ali exterior perimeter surfaces of the window must be caulked, Interior caulking is optional unless noted otherwise, 3. Anchors shall be as specified and spaced as shown. Anchor embedment to base material shal; be beyond wall dressing or stucco and into wood, 4, The responsibility for selection of Simonton products to meet any applicable local lows, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. 5. Shims are optionoL Max. Shim stock is 1/4', 6, Wood bucks (by others) rnust be engineered and anchored properly to transfer loacls to the structure. 7. When used in areas requiripra impact protection this product REQUIRES 'he use of approved jrrpact resistant shutters or other external protection, 8- Flashing should be applied using the ASTM E 2112 methodology appropriate for tho opening into which the window is being installed. 9. Installation screws must be at least 3/4" from (lie edge of fie wood. 10Glazing shall comply with ASTIA E 1300-04, —1— ;Mersi—I Tolen,vo SIMONTON' Otbw.;U _$2jdfTA 00 r, a I . I :Xp,' ALLOY a EMPER: I Alc-1 antWv2fA 15 SCALE: zK'" EET tb. SURFACE AREA:.. X 1.03 FIT rv, I to this XX ± ^01 0' 30 Y,o, :.ERJL5` n.— 11 XXX ± .005 43-35 Lq�E F 2X BUCK INSTALLATION MODEL DESIGNATION: MAXIMUM OVERALL NOMINAL SIZE: DESIGN PRESSURE RATING: USABLE CONFIGURATIONS: GENERAL DESCRIPTION: 6' MAX. Simonton Series 43-35 / 43-40 Vinyl Fixed Window See Size Chart See Size Chart The head, sill, and side jambs, are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070`. 14-1/ " D.C. < MAX, TYP, 6' MAX. -�—J ' so 17 0 11011 cE ij LONG SIDE `W" MAX. OVERALL FRAME WIDTH SIZE CHART OVERALL SIZE WIDTH I HEIGHT Did RATING "Wo "H" 96" 72" 0 PSF 74" 63" ±50 PSF 80" -1 48" *WIDTH AND HEIGHT CAN BE TRANSPOSED 3/02/2021 A. TURNER, P.E. ysIV LUCAS F1 PE 58201 Lucas Turner No 582 # TURNER ENGINEERING & 2021 .0108 chin ."Y= =X5 -gat CONSULTING, INC. 12:08:00 �ok (COA # 29779) In, OR 2428 OLD NATCHEZ TRC TRL CAMDEN, TN 38320 -06'00' PH. 941-380-1574 'Nowl REVISIONS; IREVISED le'd DATE: 1 2 .D.D. 1 11/27/11 1 3 1 UPDATED NOTES 10 & 13, ANCHOR SIZE LMH 1 04/12/18 d f_ ----------- ------- -------- f 1 4 JUP0ArEDF0NTH EDuFION(2o20)F5C MH 03/02/2I L IN WOOD BUCK CONCRETE/MASONRY (BY OTHERS) 1/4`0 TAPCON ANCHOR (BY OTHERS) SILICONE CAULK WITH I" MEN. EMB. (INT. PERIMETER) OTHERS) SILICONE NT , INTO CONCRETE (SEE CONCRETE/MASONRY 4�' MAX. X SHIM M NOTE 10 ED JF (BY OTHERS) 1/4`0 TAPCON ANCHOR 6V4 IT WOOD) P OTHERS) HE � WITH ill MIN. EMB. BY 0 THEIR 'S I X I W INTO CONCRETE (SEE BUCK NOTE 10 FOR WOOD) SILICONE CAULK (BY OTHERS) l EXT. PERIMETER) SILICONE CAUL (INT. PERIMETER) 1/4 " MAX. SHIM (SILICONE CAULK IBY OTHERS) EXT,PERIMETER) 4T 43-40 JAMB 3-40 HEAD 1/4" MAX. SHIM (BY OTHERS) SILICONE CAULK (INT. PERIMETER) IX WOOD BUCK SILICONE CAULK IBY OTHERS) (EXT. PERIMETER) CONCRETE/MASONRY 1/4`0 TAPCON ANCHOR (BY OTHERS) WITH V MIN. EMB. INTO CONCRETE ( SEE 1 43-40 SILL NOTE 10 FOR WOOD) 1/4- MAX. SHIM 1/4"0 TAPCON ANCHOR (BY OTHERS)7 WITH 1,25" MIN. EMB. INTO CONCRETE ISEE 10 FOR WOOD) SILICONE SILICONE CAULK SILICONE CAULK (INT. PERIMETER) (EXT. PERIMETER) 4NurE IX WOOD BUCK (BY OTHERS) CONCRETE/MASO lA NRY by (BY OTHERS) 43-35 ANCHORAGE NOTES: HEAD/JAMB/SILL I- This installation has been evaluated for use in locations adhering to the Florida Building Code and where design pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed raced, 2. For installation where the sub -buck is less than 1 1/2" (FBC chapter 17 Anchorage Methods) Tapcon type concrete anchors must be used and the length must be such that a minimum I' embedment of the Tapcon into the concrete or concrete block is obtained, unless otherwise noted. Anchors should be a minimum of 2" from the edge of the concrete, hollow block CMU, or concrete block. 3. All interior and exterior perimeter surfaces of the window must be caulked. 4. Adjust Tapcon anchor locations, if necessary, to maintain a minimum of 2.0" clearance from mortar joints. 1. When The optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum embedment into the substrate. 6. re shall be specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood or concrete, Wood our', (by others) must be engineered and anchored property to transfer loads to the structure. Bucks shall extend beyond interior face of frame such that full SH".rt of the frame is provided. 8. Follow ITW Tapcon anchoring Instructions. 9. The responsibility for selection of Simonton Products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. l(u For wood buck substrates, use Al2 wood screws with 1 1/2" min, embedment into wood, unless otherwise noted. Screws should be a minimum of I" from the edge of the wood. 11, A. Concrete compressive strength = 3000 PSI at 28 days -B. Concrete Masonry Units shall conform with strength requirements of ASTM C90 - C. Wood Minimum Specific Gravity = 0.55 12. shims are optional. Max. shim stack is 1/4". 13. When using a 1/4"0 Tapcon or #12 wood screw through the window frame, pre -drill the thru hole at specified installation screw locations. 14. When used in areas requiring Impact protection, this product REQUIRES the use of approved Impact resistant shutters or other external protection. 1 5, Flashing should be applied using the ASTM E 2112 method appropriate for the opening into which the window is being installed. 16. Glazing shall comply with ASTM E 1300. 17, Products shall be constructed as specified in test reports ATI-C2272.01-109-47,10 and ATI-C2274,02-501-47-,0 DISCLOSURE STATEMENT This document is the browny of Simonton Wi.dVAA which retains dIJ lin,pOet.n, and other right, to its fribact: ncut— This document is provided to the recipient on the expressed condition that it Is not to be J1.1-ed, reproduced In whole ., AtH, no, used in bj.—I.n with in, design, 'manufacture or repair of goods for anyone of-, than Simonton mm,dt Its consent. This restriction does not limit the odpl—'snight". utIf s information dto't.lo'd In this d—e", wW& ., VEfly .1o.1hod from sr.th, ,. SIMONTON* �B`"""IN0095 Dimensional Tolerances 000 * � 11 O w DRAWNBY: I DAU Unless Otherwise Specified 11 I Counter, Avon., Recast, WV 2,5415 T.U.D. 12 CHECKED BY; DAH Decimals ArOld, SCALE: APPRVD BY: DATI FIT I of I x '01 0- 30 min.SERIES: .Xxx - .005 43-35 / 43-40 PICTURE (FIXED) WINDOW 3/22/23, 12:43 PM Florida Building Code Online lum 3CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval USER: Public User b , ELQLu.Cj Approval Menu > Product Or Application Sear > Apgliwtion Li. t > Application Detail mc-'ago ME FL # 7- FL14094-R7 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Wincore Window Company, LLC Address/Phone/Email 250 Staunton Avenue Parkersburg, WV 26104 (304) 485-7460 Ext 228 dgeorge@wincorewindows.com Authorized Signature Danny George dgeorge@wincorewindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Swinging Subcategory Swinging Exterior Door Assemblies I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2023 Validated By Ryan 3. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Ej14094—E7--Q(h) Certfficatg-gf Indepgad—e—nc!z.p�df Referenced Standard and Year (of Standard) 5tandar-d Year ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://floridabuilding.org/pr/pr_app_dti,aspx?param=wGEVXQvvtDqtGLR%2byCBylJnZwKRjBxEq6X3nMM2FBsga6L7YE6oToLQ%3d%3d 1/3 RMAINMEMA Florida Building Code Online Date Submitted 07/08/2020 Date Validated 07/08/2020 Date Pending FBC Approval 07/13/2020 Date Approved 10/13/2020 �qmrijary,Rf. Products FL # Model, Number or Name Description 14094.1 a. Wincore Fiberglass Entry Door 6'8 "Non -Impact" Glazed Fiberglass Single Door with or I I without Sidelite(s) - (Inswing/Outswing X, OX or XO; OXO - I I Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No i fL14g24_R7IUhlLnaLI4224.1.p_df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant; No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other., See INST 14094.1 for Design Pressure Ratings, any 140_94 1 pgff additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14094.2 b. Wincore Fiberglass Entry Door j 618 "Non -Impact" Glazed Fiberglass Double Door - Instin2/Outswing XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No EL14 ln_,t 14094.2 pfff 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 14094.2 for Design Pressure Ratings, any i FL14094 R7 AE (b) _Ev Al 14_Q94.2.p A additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14094.3 c. Wincore Fiberglass Entry Door 68 "Non -Impact" Opaque Fiberglass Single Door with or without Sidelite(s) - (Inswing/Outswing X, OX or XO; OXO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No 1 t 140 4 �pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, RE. 43409 Impact Resistant. No 1 Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports Other- See INST 14094.3 for Design Pressure Ratings, any 1 fL14924-R7—AUW_Eval 14024.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, i 14094.4 d. Wincore Fiberglass Entry Door i 6'8 "Non -Impact" Opaque Fiberglass Double Door - 1 1 (Inswing/Outswing XX Configuration) ..... . .. ------- Limits of Use Installation Instructions Approved for use in HVHZ: No j LL14094 R7 11 (12) Inst 14094.4.pfff 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 14094.4 for Design Pressure Ratings, any fFLL14024_27_AE_f(?)_kval 14094.4.p�df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14094.5 e. Wincore Fiberglass Entry Door 8'0 "Non -Impact" Glazed Fiberglass Single Door with or without Sidelite(s) - (Inswing/Outswing X, OX or XO; OXO - Configurations) Limits of Use I Installation Instructions Approved for use in HVHZ: No EL14094 R7 II (h)jn5t �14094, .pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14094.5 for Design Pressure Ratings, any I At 14094,-5_,pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I 14094.6 1 f. Wincore Fiberglass Entry Door Limits of Use Approvo Impact Resistant. No Design Pressure: N/A 8'0 "Non -Impact" Glazed Fiberglass Double Door - (Inswing/Outswing XX Configuration) Installation Instructions EL14D24-_R7--U-jh)-Lnat 14094.6,pdf Verified By: Lyndon F. Schmidt, RE, 43409 Created by Independent Third Party: Yes Evaluation Reports https:llfloridabuilding,orglprlpr�_app_dti.aspx?param=wGEVXQ\,vtDqtGLR%2byCBylJnZwKRjBxEq6X3nMM2FBsga6L7YE6oToLQ%3d%3d 2/3 WINCORE FIBERGLASS ENTRY DOOR INSWING / OUTSWING NON-llmmcr 1. This product has been evaluated and is in compliance with the 7th Edition (2020) Florida Building Code (FBC:) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ), I Product anchors shall be as listed and spaced as shown on details. 5 a Anchor embedment to base material shall be beyond wall I i dressing or stucco. L I When used in areas requiring wind borne debits protection, this o product is required to be protected with an impact resistant covering that complies with FBC Sections 1609. 1.2 & R301.2.1 2 z I 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 this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONT-ENTS # DESCRIP17ON _MEET I Typical elevations, design pressures & general notes 2 Door panel details 3 Siderite panel & gla2ing details 4 Elevations 5 Vertical cross sections 6 Horizontal cross section-s 7 Buck anchoring 8 Frame anchoring & hardware details 1 37SYMAX. OVERALL FRAME WIDTH try z ::I z �E X 0 2 , < 74.75'MAX, OVERALL FRAME WIDTH 112,11" MAX, OVERALL FRAME WIDTH ---------------- MaE251 N tq O ,z N 8 DATE: 6/15/15 SCAU1. MT.& OWG BY: JK CHK SY, I FS FL- 14094,3 IT I OF 9 A 071 2.8" — OX EXTERIOR OX INTERIOR CAP (Pvc)7 LATCH STILE fLVLj HINGE STILE (LVQ CAP (PVC) HORIZONTAL CROSS SEC77ON is 11,15'DCIOR WIDTH 16 0 0 0 ry i� O SEE DOOR LOCK HARDWARE TABLE 2 2 2 z �DWRI.PAMEL t 40 Plastpro Fiberglass tC KNOB: SIGNATURE SERIES DEA� ;*MSIGNA�TURESEAJBS TOP RAIL (COMP') INTERIOR EXTERIOR FOAM CORE (POLYURETHANE N PCF MIN,) FIBERGLASS SKIN (0,075- MIN. THK.) BOTTOM RAIL (COMP.) VER17CAL CROSS SECTION z "S z 0 n C14 z E m & .0 I <1 0- N I a -"I 1 h LE; MT.S, ED ED BY: JK BY: LFS AtC FL— 14094-3 ET OF m ammm EXTERIOR 18T" 4' A STILE (LVQ G1 INTERIOR STILE (LVQ CAP (PVC) 1 HORIZONTAL CROSS SECTION 3 35.75" MAX. PANEL WIDTH *so SID_ PANEL 'I.sP'. Fiberglass 1, 21"MAX" -moo 6 C; #8 x 2-1/2" PPH SMS (TYP-) #8X 1-1/7' 3.25' gyp) PPH SMS ODL LITE FRAME INTERIOR EXTERIOR ?13e *01DIL 111E IRAME A , pa". 3-H2P Polypropylene GLASS BITE 3/9' 112" OVERALL GLASS THK. 1/8"TEMPERED GLASS AIR SPACE 1/87EMPERED GLASS ALUMINUM SPACER READI-SEAL GLAZING COMPOUND 4®fi % A-- z �-i > 0 -z E -z INTERIOR EXTERIOR FOAM CORE (POLYURETHANE- d. L9 PCF MIN.) FIBERGLASS SKIN (0.075" MIN. THK,) BOTTOM RAIL -- (COMP.) VERTICAL CROSS SE Odd E: 6/15/15 N.T.S. c By: LFS iWING NO: FL— 14094.3 -fT —3 OF m ELEVATION X0 / ox El ;UT —4) ILJ 0 V- 4) 4) 1) ( U�6 ELEVATION oxo d z Z INTERIOR Ilfi EXTERIOR VERTICAL CROSS SEC 2n-,n Clow 10,it—ng Simi X B.Cj C.n,Lofi ctiorI I RMPAVEMMUMM INTERIOR EXTERIOR �2 VERTICAL CROSS SECTION Inswing how X Buashown (Outswing Similar) Construction SEE NOTE INTERIOR EXTERIOR r3� VERTICAL CROSS SECTION ri-In shown g similar) X flock _TC cation n NOTE: 1. Spacing for sidelite screws (Itern MI: 6'from each end (2 total). z INTERIOR EXTERIOR (i� 50 SEE NOTE I H z H D D Z a: /�4 " VERTICAL CROSS SECTION 5 1 VERTICAL CROSS SECTION VERTICAL CROSS SECTION K7 VERTICAL CROSS SECTION Inswing sill t 5j Oulswing A Inswing sill Inswing sill INTERIOR INTERIOR - EXTERIOR SCALE: N T.S DWO. BY: JK GHK. BY: LFS DRAWING NO, FL- 14094.3 SHEET 5 OF 9 C 0,151, B F C'SINK o D �WERJ, 10 INTERIC L 9 11 EMB. (TYP.) HORIZONTAL CROSS SECTION Inswingshown (OM—smng similar) 2X Buck Construction NOTE: I Spacing for sidelite screws (item M): 6,5', 38.5" and 69"from head to A f3 total). 15" E A T —� o I— 0 , C'SINK �,FXMIWAW 4 "� HORIZONTAL CROSS SECTION "-1 Inswing shown (Outswingsimilar) ) Buck Construction 0.15' - -- C'SINK 1-1/4"MIN. EMB, (TYP,) F SEE NOTE I ( M EXTER ) Log \ 6-'HORIZONTAL CROSS SECTION �,6 InEvAFg shown —(Outswng similar) 1-IMMIN. EMB. (TYP.) .........s®e.. z > . P1 z .,2 1i till 0 . on 0 z 6 'a 0 o W. C-4 z W. M, M 6 z ik 0 0 0 Q� EE NOTE I w Co Q co -5 Uj ED lz- z 0 z DATE: 611511 SCALE, MT.S. DWG. SYJ�K CW BY: LFS DP WING FL— 14094.3 SHEET 6 or 9 61 3(TYP.) 6' (TYp.) fTyp.) 4- (TYP.) DETAIL I F 2X BUCK F 2X BUCK J IX BUCK J IXBUCK HEAD & JAMBS HEAD & JAMBS PP.) (TYP.) x x SILL (TYP.) a SILL (TYP.) FRAME -- (DETAIL2 The head is attached to the jornb w/ _ ". I 4 1 The threshold is attached to the jamb w/ (3) 7/1 e x 2' steal crown staples & (1) #8 x 1-5/8wood screw fTYP.j FRAME ANCHORING zo 0 ;-- 0 �o OWE la LL G I X BUCK 2X BUCK• z L 2X REINF, .2 6- 6 SEE HINGE 10 fill, f4 > ; z DETAIL 1 6 - 0 n z HINGE DETAIL I E 6 G IXBUCK 6 2X BUCK E z L 2X REINF. A _ 10 O SEE HINGE DETAIL 2 0 HINGE DETAIL 2 W E2 M 00 Q� z HINGE JAMB #8 x 31 COUR'E,,,-�� THREAD DRYWALLSCREW DETAIL I Integral mullion attachment #8 X 3" COURSE THREAD DRYWALL SCREW:,��'* DETAIL 2 Integral mullion attachment IX BUCK P 13 2X BUCK K 2X REINK IXBUCK Ar, 2X BUCK 2X REINF. 12 2X BUCK L 2X REINF. G I X BUCK LATCH AND DEADBOLTSTRIKE DETAILS 0ur WOO On < 4d MMIF O z N.T.S. 6 0y; JK C BY. LFS ANG Na. FL- 14094.3 :E7 8 OF 9 f Fe7!__7 7-7 7 7 n 4.56" - @YI�IIWING THRESHOLD d.r. (Z_,esl SIDELITE ADAPTER Lv 4.56" C1 2.44- CD @_0 ING THRESHOLD "W SIDELITE ADAPTER CD 4,56' *,0 WING 11111101DWL11DILITEADAPTER z 0 M .0 6 #it fill I 0 - - 0 C,4 CS 4 IE 6- Ei ii u, C5 SO I 6 -Z ZE 10 I ki CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at thecomers may be adjusted to maintain the min. edge distance to rnor""Joints, 2, Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min, edge distance to mortarjoirris, additional concrete anchors =y be required to ensure the "MAX, ON CENTER" dimension are not exceeded. 3. Concrete anchor table:Arc ANCHOR ANCHOR MIN_ MIN, CLEARANCE MIN, CLEARANCE 5 TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW BUILDEX 3116- 1_1X 31 1-1/2- SCALE: N.T.S. TAPCON' 1/4" 1-1/4' — _2' 4" DWG. ev; JK ELCO 1. ULTRACOPr 1/' 1-1/4- 4' CHX. By.. LFS DRAWING NO-: WOOD SCREW INSTALLA77ON NOTES: FL-14094.3 1. Maintain a minimum 5/8" edge distance, I"end distance, & Y' o.c. spacing of wood screws to prevent the splitting of wood. SHEET 9 OF 9 z a