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HomeMy WebLinkAbout20-377 ri roe City Of Zephyrhills PERMIT NUMBER . 5335 Eighth Street Zephyrhills, FL 33542 BAR-000377-2020 =` `T Phone: (813)780-0020 $` Fax: (813)780-0021 Issue Date: 07/20/2020 Permit Type: Add/Alter (Residential) Property Number Street Address 1126 210010 14200 0100 5501 19Th St Owner Information Permit-Information Contractor Information Name: KYLE FEE Permit Type:Add/Alter(Residential) Contractor: RIDGE TOP EXTERIORS INI Class of Work:Add/Alter Residential Address: 5501 19Th St Building Valuation:$13,500.00 ZEPHYRHILLS Electrical Valuation:$0.00 Phone: (813)312-3767 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$13,500.00 Total Fees:$161.25 Amount Paid:$161.25 Date Paid:7/21/2020 8:31:06AM Project Description REPLACE 12 WINDOWS&2 DOORS Application Fees Building Plan Review Fee $53.75 Building Permit Fee $107.50 REINSPECTION FEES: (c)With respect to Reirispection 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 reinspection Notice: In addition to the requirements of this permit, there may be additional restrictions applicableito 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. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications add fee Must Accompany Application.All work shall bed performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRA T IGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 1 INSTR#2020109630 OR BK 10134 PG 238 ,Page 1 of 1 07/09/2020 10:00 AM Rcpt 2180163 Rec:10.00 DS:0.00 IT:0.00 Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller: Pemdtpd Per�a�a�4-2(0-21 001.t)-14 WO-Oloo Stated ForidQ �•ad_ �` .r2 'TttEi¢ te�hyghesmtbotbt-.+�o�doa�t*ateaabfaa�,rpipopaq,artlisamm�m.�pn(7�7L�,Ra4daSt�, , 9iskiahr95dom�mispv+We6inWsNa6cadCaaw+anmra�G ' i, OsalQfbndihopmty Paro¢t nNa y of Zt yr tll F'6 9 54 'ma S S 4OF►Q+q and ALL csi=lots s 5501 lq+b i FL 35 2 { tt Stock t4Z t MWWD=crW ofhWoremet S. asrners�fimatnmmi[om�,enfftneumeecagor�TornreLu�aaemt F- Kyle A bsihe �-:GnI 1Rlflw"Sd- hy✓r hi tl4FL Adkem ttsmedFea Sipp/oryl6�ee _ Address Nrtbxnw.«r�xdarnvo) 4, Caxrsrla-. 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My Comm.Expires Apr 1,2024 Bonded through National Notary Assn, 813-780-0020 City of Zephyrhills Permit Application I Fax-813-780-0021 Building Department Date Received ® Phone Contact for Permitting ( ) 9 - :4L€'€°JL Owner's Name .��. Owner Phone Number 10 /�"�70 Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address Q JOB ADDRESS �d I / �1 LOT# SUBDIVISION PARCEL ID# O% 7,/?Q4 elQe) (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED R NEW CONSTR R ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE SFR 0 COMM = OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME n= STEEL DESCRIPTION OF WORK BUILDING SIZE SQ FOOTAGE HEIGHT BUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION / l =GAS = ROOFING Q SPECIALTY = OTHER ® Z (� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO BUILDER any/�/RQ COMPANY 'P SIGNATURE i,/ REGISTERED Y FEE CURREN Y/N Address 7�U� Q C.A.. , 3360151 License# /J`o� p9 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y✓N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN YI/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y�/N r Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y'/N Address I License# '�;�t�..l�:�,tfE.lt•��le<��.�.tL.�:,tL.tt.:;�.:1Li.tf�lt..�:lt`r'I.�..;��,.�_tl:tf._�:_�.�..�:I€tt �..;�.�..€I:�tt..�..,IL�:_tt�tt.I�-IE.<1t.tt'.tt_��_tL`tt��::It_tf�_�'.1t.�.1t.1t':t DGCIIIFIJT7A1 Atf�rF !91 Dlnf Dhnc•/91 entc of Riilr7inn Dlnne•/1\eef of Gnernv Gnrme•D_(1_1A/Dnrmif fnr now rnnefn irfinn ', 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 contractor(s)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/UTILITIES 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'iin 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 I,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. I CONTRACTOR'S/OWNER'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 prior 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 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,Water/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. understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V' 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUL WYOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCIN N$UL WITH YOUR LEND BEFORE RECORDING YOUR NOTICE OF COMMENC FLORIDA JURAT(F.S.117.0 1 OWNER OR AGENT /lam CONTRACTOR Q�J�\gyryo� u�b a d swo r aff ed) a me this St�t]s�b d and sworn to or affirmed bef r�me his �2 , d o by .� 77 ny /Ll1A o Who is/are personal l known to rhe or h /have produce are personally knownd a or has/have pro Notary Public State of Flori 1 as identif Lori S Duvaii • " < My Com�mglj26�2 23 301995 sa* faPub�i Notary Public I rnmmiccinn Nn f.nmmiccinn Kin f RIDGE TOP EXTERIORS Reofing.Siding.Windows.Docks Gutters (CustomerService(is(our**;goal! February, 11,2020 To Whom It May Concern: I Larry Charles Gebhart,qualifier for Ridge Top exteriors, LLC License Number CGC1524693 and CCC1331048 do hereby authorize Lori Duvall& Beth Payne to be a signor for all permitting purposes. Should you have any questions, please do not hesitate to contact me @ 813 345 3001. Sincerely, Larry Charles Gebhart Ridge Top Exteriors, LLC i I SWORN TO AND SUBSCRIBED BEFORE ME ` �•� �� THIS DAY OFco oter . • •N NOTARY PUBLIC: cn% Ublic, / ���fdf�•••••«..••••'�S�C��� MY COMMISSION EXPIRES: ! �i INSTR#2020109630 OR BK 10134 PG 238 Ii Page 1 of 1 07/09/2020 10:00 AM Rcpt:2180163 Rec:10.00 DS:0.00 IT:0.60 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptrolleri tNA • • z�ms+m 1�(�-Z�'(,�it�-!�{2CYJ-OtCSpl N077CHOFCOMMENCE!IIII[W• Stab.Of R0660, Wmdyd 2,wn •THE tmatsr-Aw baebygrvea roEae It t6nryovarodwili be otweDomtain realsawpet.anetmamadaae3 ah(�ra( r713,E9djQa$ l . ain rn4o,e5eg udamrm9at is pravided'sr ada NatcAdCommerMaoarC oP#ipapndpyopagr ParceltdedilrmeanNas i+`,.cF r{hlf Is rt'B 54 7nP SS ft4 4 qrd Alt of I-ts ShdAddm 5 9 12* 'I FL 35 Z It gleark 147. z. GeneralPe=wGaofilroovwnad 1Alit pti.3sjc�_Qr & 0--amtason ortesee:camaaanasha L.Wg04.ded'kxth.Mp wlanert Fee kyle- Wgqne ra�atnP,apeata,: ��C11PI" NsnmdC•+eaSenptaT4aMiCer. - prd4fi¢rert{mm(hwrapstedadwe)• 4. Ll C4 scare Tt�.:�13�3�s-dal G Sew— Nam s.. Aaxmddtsm'c s TeteptxneNn_ & L.1dr Name Address CRY Le de4Tewwa seNo,: 7. 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Winda"-R-ftq.SJdJ.9.GUft� cudmor sarvim W C"91 G"n z To K\4L.Lm�= L-E_ E-mail - Date SIM Home Phone 70 g'41 37&D' -Celt Phone — 3 City A; US States;�Zip__.' 3'S 4V Business(Mr./Mrs.)-.- COLOR 11T'ON1'VWhite WHOLESALE Et RETAIL WINDOW CONTRACT (WHOLE WINDOW) Ehan El Bronze(exterior only) INTERIOR COLORS NWhite []Tan E]Contempor-aryOak []Maple E]AntiqueCherry ❑Energy Max Coastal Mnergy Max Ultra ElEnergy Max Pius E]Energy►Max Premium EIGLASS OBSCURE GLASS 0YES D NO TEMPERED GLASS AYES El NO EINOGRIDS 0GRIDSrtSTYLE LOCATION LOCATION QUANTITY QUANTr1Y ODOUBLE HUNG PATIO DOORS (HALF-SCREEN STANDARD) ElFuttScreen ❑ OSINGLE HUNG nimpact E]Non-impact: SINGLE HUNG(HALF-SCREEN) El Impact ONon-impact 02 LITE 2 PANEL PATIO DOORS (XX,HALF-SCREEN STANDARD) DFULL SCREEN EISLIDERi DOX or 11XO OSLIDER Mox or nxo Elimpac't EINon-Impact Elimpact ElNon-impact PICTURE WINDOW(NO SCREEN) []Impact oNon-impact 3 PANEL PATIO DOORS OSLIDER [3oxo O;mpact ONon-impact ❑3 LITE SLIDER WITH PICTURE WINDOW (2 SCREEN) ClImpact E]Non-impact 1/4-16-1/4 configuration 4 PANEL PATIO DOORS tf CASEMENT(OSLI) _LEFT HINGE I MSLIDER __RIGHT HINGE EID) (oo DOUBLE CASEMENT DOUBLE E]Non-impact 0.00 Dimpact nNon-impact EIGEOMETRIC TOTAL NUMBER OF WINDOWS ON THIS ORDER TOTAL NUMBER OF DOORS ON THIS ORDER Total price* $ 10 . 0. iA Down payment. $——— Balance due upon final 14) window installation. $ L 16ANK FINANCING El CASH ON COMPLETION Owner agrees that the equity in this property is security for this contract. Since this contract calls for made to order goods, BUYER'S RIGHT TO CANCEL it is not subject to cancellation except as stated above. Start BUYERMAYCANCELTHIS CONTRACT BY DEUVERINGWRITTEN NOTICE To THESEUIRATANY TIME PRIORTOMIDNIGHTOFTHE THIRD installation approximately —weeks from above date. BUSINESS DAYAKER THE DATE OF THIS TRANSACTION. BUYER MAY USETHIS CONTRACTAS THAT M0710E BY WRITING-1 HEREBY CANCEL.-AT Ridge Top to remove and haul away all job related debris. THE BOTrOMAND ADDING BUYERS NDADDRESS. THE NOTICE MUST BE DEUVEREDTO THE SELLERATTHEADDRESS SHOWN ABOVE. 'All sales and discounts allotted. Ail charges included above. fgqat e Representative X Buyers Signature X A,, TAM-200367: Kyle Fee (VV) Job Priority: Normal C.4v rrf ,sf^ . ,h.A r"'==i' '=r^"�ac��r'. �".k:a'':fs�•?_ 'rry LT`o�v^s=�:y:xS�G `:i'i�:�a-tbCFnGy.�. 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'"�s 5ie �''"j �..y'NLiZ..�'I�'.' d �9•'� .rC` ,: '�y 1 „�✓,�jS.ti'�' �:n'1�'ta..;,�i•`s;�, ��±"y-���:Z�' li t S I II 6/20/2020 rasco uoumy rroperry appraiser n �' Generalized Building Schematic 2E hq I r7o BASGI i of FOPOI x T� search.pascopa.com/sketch.aspx?pid=273275&bid=273275 111 7/1/2020 Florida Building Code Online a ! ll , ! . 9 BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications I Contact Us BCIS site Map Links I Search O Product Approval USER:Public User .Product Approval Menu>P.rudat3nrA DTTcabon Search>Aopimtion List>Application Detail # FL5179-1127 Application Type Revision Code Version 2017 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 Iuanne.harrisC AEWl@"8iWL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, Technical Representative Luanne Harris NATIONAL ELECTRIC CODE, Address/Phone/Email 1 Cochrane Ave1ND THE CITY OF ZEPHYRHILLS Pennsboro,W'DMRANCES (614)532-3596 luanne.harris@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550IE Schaumburg,IL 60173b V ATU 3 webmaster@aamanet.org ter@a manet.org CI7-y OF ZEPHY PLAN E)(AMINER HILL Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing I Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By https://www.floridabuilding:org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtQclh%2bCtWN68rWgpmbdQgLJGP5tCKK%2bUcarbRgnOhhSQ%3d%3d' 1/6 7/1/2020 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted .04/20/2020 Date Validated 05/11/2020 Date Pending FBC Approval Date Approved 05/15/2020 Summary of Products FL.# Model,Number or Name Description 5179.1 07-09(Sunroom) Reflections 5500,PerfeXion Platinum Vinyl 3-Cite Endvent Slider for Sunrooms Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL5179 R27 C CAC 07-09 EV 100x48 R PG45.pdf Approved for use outside HVHZ:Yes FL5179 R27 C CAC 07-09 EV 105x51 R PG45.pdf Impact Resistant: No FL5179 R27 C CAC 07-09 EV 136x63 R PG25.pdf Design Pressure: N/A FL5179 R27 C CAC 07-09 EV 148x48 R PG30.12df Other:84x48(+/-55 PSF),84X63(+/-30 PSF), 10OX48 FL5179 R27 C CAC 07-09 EV 84x48 R PG55.pdf (+/-45 PSF), 105X51(+/-45 PSF), 136X63(+/-25 PSF), FL5179 R27 C CAC 07-09 EV 84x63 R PG30.pdf 148X48(+/-30 PSF) Quality Assurance Contract Expiration Date 06/05/2022 Installation Instructions FL5179 R27 II IN0531 07-09 07-10 07-20 3-SL SUNROOM.adf i Verified By:American Architectural Manufacturers Association Created by Independent Third Party:! Evaluation Reports FL5179 R27 AE PER5929.pdf Created by Independent Third Party:Yes 5179.2 07-09 and 07-20(Sunroom) Reflections 5500,PerfeXion Platinum Vinyl 2-Lite Horizontal Slider for Sunrooms Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5179 R27 C CAC-07-09 HS 63x48 R PG55.odf Approved for use outside HVHZ:Yes FL5179 R27 C CAC 07-09 HS 73x51 R PG50.od� Impact Resistant: No FL5179 R27 C CAC 07-09 HS 78x63 R PG25.pd Design Pressure:N/A FL5179 R27 C CAC 07-09 HS 78x72 R PG20.pdf Other:63X48(+/-55 PSF),73X51(+/-50 PSF),78X63(+/-25 FL5179 R27 C CAC 07-20 96x65 R PG20.pdf PSF),78X72(+/-20 PSF),96X65(+/-20 PSF) Quality Assurance Contract Expiration Date 03/13/2022 Installation Instructions j FL5179 R27 II IN0534 07-09 07-10 07-20 2-SL SUNROOM.odf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R27 AE PER5931.0d j Created by Independent Third Party:Yes 5179.3 07-09,07-10 and 07-20 Reflections 5500,Generations,Impressions 9800,PerfeXion Platinum Vinyl 3-Lite Endvent Sliderl Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL5179 R27 C CAC 07-09 EV 100x48 R PG45.pdf Approved for use outside HVHZ:Yes FL5179 R27 C CAC 07-09 EV 105x51 R PG45.pdf Impact Resistant: No FL5179 R27 C CAC 07-09 EV 120'x72 R PG20.pdf Design Pressure: N/A FL5179 R27 C CAC 07-09 EV 136z63 R PG25.1df Other: 136x63(+/-25 PSF), 148x48&84x63(+/-30 PSF), FL5179 R27 C CAC 07-09 EV 148x48 R PG30.pdf 105x51&100x48(+/-45 PSF),84x48(+/-55 PSF), 120x72 FL5179 R27 C CAC 07-09 EV 84x48 R PG55.pdf (+/-20 PSF) FL5179 R27 C CAC 07-09 EV 8063 R PG30.Rdf FL5179 R27 C CAC 07-09-10-20 and 08-09-10-20 Waiver.odf Quality Assurance Contract Expiration Date 04/24/2022 Installation Instructions FL5179 R27 II IN0226-R9 07-09 '07-10 07-20 EV IX.odf FL5179 R27 II IN0227 07-09 07-10 07-20 EV 2X.pdf Verified By:American Architecturall Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R27 AE EvalReoort-IN0226-R9.pd Created by Independent Third-Party:Yes 5179.4 07-09,07-10,07-20 and 07-75 Reflections 5500,Generations,Impressions 9800,PerfeXion Platinum Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5179 R27 C CAC 07-09 HS 63x48 R PG55.odf Approved for use outside HVHZ:Yes FL5179 R27 C CAC 07-09 HS 72x63 R PG20.odf https://www.floNdabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtQclh%2bCtWN68rWgpinbdQgLJGP5tCKK%2bUcarbRgnOhhSQ%3d%3d 2/6 7/1/2020 Florida Building Code Online Impact Resistant: No FL5179 R27 C CAC 07-09 HS 73x51 R PG50 pdf Design Pressure:.N/A FL5179 R27 C CAC 07-09 HS 78x63 R PG25 odf Other:78x63(+/-25 PSF),73x51(+/-50 PSF),63x48(+/-55 FL5179 R27 C CAC 07-09-10-20 and 08-09-10-20 • PSF),78x72(+/-20 PSF),.96x65(+/-20 PSF),72x63(+/-20 Wa verp f PSF) FL5179 R27 C CAC 07-75 HS 7802 R PG20.pdf FL5179 R27 C CAC 07-75 HS 96x65 R PG20.pdf FL5179 R27 C CAC ACP-05 SIM 07--75 DH HS PW frame 07- D-9-Pd 1 Quality Assurance Contract Expiration Date 04/25/2022 Installation Instructions FL5179 R27 II IN0137 07-09 07-10 07-20 SL 2X Ddf FL5179 R27 II IN0259-R10 07-09 07-10 07-20 07-75 SL 1X.pdf I Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R27 AE EvalReport-IN0259-R10.Ddf Created by Independent Third Party:Yes 5179.5 07-20(Fin) Reflections 5500,Generations,Impressions 9800,PerfeXion Platinum Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL5179 R27 C CAC 07-20 EV 136x63 R-PG25.pdf Approved for use outside HVHZ:Yes FL5179 R27 C CAC 07-20 EV 84x48 R55.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 04/20/2025 Other: 136x63(+/-25 PSF),84X48(+/-55 PSF) Installation Instructions FL5179 R27 II IN0590 07-20 EV 2X-FIN.pdf Verified.By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.6 07-75 6500 Series,5500 Reflections Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL5179 R27 C CAC 07-75 HS 63x48 R PG55.odf Approved for use outside HVHZ:Yes FL5179 R27 C CAC 07-75 HS 72x48 R PG45.Ddf Impact Resistant:No FL5179 R27 C CAC 07-75 HS 78x63 R PG25.Ddf Design Pressure:N/A FL5179 R27 C CAC 07-75 HS 78x63 R PG40.odf Other:78x63(+/-25 PSF),78x63(+/-40 PSF),72x48(+/-45 Quality Assurance Contract Expiration Date PSF),63x48(+/-55 PSF) 10/15/2022 Installation Instructions FL5179 R27 II IN0224-R7 75-75-SL 1X.pdf FL5179 R27 II IN0225 07-75 SL 2X.pdf Verified.By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R27 AE EvalReport-IN0224-R7.pdf Created by Independent Third Pary:Yes 5179.7 07-75 6500 Series,5500 Reflections Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL5179 R27 C CAC 07-75 EV 100x48 R PG45.odf Approved for use outside HVHZ:Yes FL5179 R27 C CAC 07-75 EV 110k63 R PG40.odf Impact Resistant:.No FL5179 R27 C CAC 07-75 EV 136x63 R PG25.pdf Design Pressure: N/A FL5179 R27 C CAC 07-75 EV 84x48 R PG55.Ddf Other: 136x63(+/-25 PSF),84x63(+/-30 PSF), 110x63 FL5179 R27 C CAC 07-75 EV 84x63 R PG30.pdf (+/-40 PSF), 100x48(+/-45 PSF),84x48(+/-55 PSF) Quality Assurance Contract Expiration Date 10/15/2022 Installation Instructions FL5179 R27 II IN0144-R10 75-75 EV 1X.pdf FL5179 R27 II IN0145 07-75 EV 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R27 AE EvalReport-IN0144-R10.odf Created by Independent Third Party:Yes 5179.8 41-18 Profinish BrickMould 300,PerfeXion IBM 300 Vinyl 2-Cite Horizontal Slider- Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5179 R27 C CAC 41-18 HS 73x63 R30.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/12/2021 Design Pressure:+30/-30 Installation Instructions Other:73x63 FL5179 R27 II IN0234 41-18 SL 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: hfps://www.floridabuilding.org/pr/pr app_dtI.aspx?param=wGEVXQwtDgtQclh%2bCtWN68rWgpmbdQgLJGP5tCKK%2bUcarbRgnOhhSQ%3d%3d 3/6 7/1/2020 Florida Building Code Online Evaluation Reports Created by Independent Third Party:• 5179.9 42-19 Profinish BrickMould 600,PerteXion BM 600 Vinyl 2-1-ite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL5179 R27 C CAC 42-19 HS 60x52 R-PG45.od Approved for use outside HVHZ:Yes FL5179 R27 C CAC 42-19 HS 69x65 R-PG25.pdf Impact Resistant:No FL5179 R27 C CAC 42-19 HS 72x36 R=PG40.pdf Design Pressure: N/A FL5179 R27 C CAC 42-19 HS 72x54 R-PG30.pdF Other:78x63&69x65(+/-25 PSF),72x54(+/-30 PSF), FL5179 R27 C CAC 42-19 HS 78x63 R-PG25.pdf 7206(+/-40 PSF),60x52(+/-45 PSF) Quality Assurance Contract Expiration Date 10/26/2024 Installation Instructions FL5179 R27 II IN0152 42-19 SL 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.10 42-19 Proflnish Brickmould 600, PerteXion BM 600 Vinyl 3-Cite Endvent Slider Limits of Use. Certification Agency Certificate Approved for use in HVHZ: No FL5179 R27 C CAC 42-19 EV 84x36 R-PG40.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/07/2024 Design Pressure: +40/-40 Installation Instructions Other:84x36 FL5179 R27 II IN0153 42-19 EV 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 5179.11 43-06 and 43-17 6060 Series,Profinish Builder,.ProFinish Contractor,ProFinish Master,PerteXion Contracor,PerteXion Builder Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R27 C CAC 43-06 HS 72x63 R30.pdf Approved for use outside HVHZ:Yes FL5179 R27 C CAC 43-06 HS(Finless 72x63 R PG30.pddf, Impact Resistant: No FL5179 R27 C CAC 43-06 HS 72x48 R35(ext•),pdf Design Pressure: N/A FL5179 R27 C CAC 43-06 HS 7202 R20(ext. pdf Other:72x63(+/-30 PSF),72x48(+/-35 PSF),72x72(+/-20 FL5179 R27 C CAC 43-17 HS 72x72 R PG20.pdf PSF) FL5179 R27 C CAC 43-17 to 43-06 Waiver.pdf Quality Assurance Contract Expiration Date 03/08/2021 Installation Instructions FL5179 R27 II IN0142 43-06 43-17 SL 2X.pdf FL5179 R27 II IN0260-116 43-06 SL iX.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R27 AE EvalReport IN0260-R6.pdf Created by Independent Third Party:Yes 5179.12 43-06 and 43-17 6060 Series,Profinish Builder,ProFnish Contractor,ProFnish Master,PerteXion Contractor,PerfeXii n Builder Vinyl 3-1-ite Endvent Slider Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL5179 R27 C CAC 43-06 EV(Finiess)_96x63 R PG30.pdf Approved for use outside HVHZ:Yes FL5179 R27 C CAC 43-06 EV 96x63 R-PG30.pdf Impact Resistant: No FL5179 R27 C CAC 43-17 to 43-06 Waiver.pdd Design Pressure: +30/-30 Quality Assurance Contract Expiration Date Other:96x63 10/14/2022 Installation Instructions FL5179 R27 II IN0170 43-06 43=17 EV 2X.pdf FL5179 R27 II IN0269-116 43-061EV 1X.pdf. Verified By:American Architectural iManufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R27 AE Eva lReport-IN0269-R6.pdf Created by Independent Third Party:Yes 5179.13 43-17 Profinish Contractor, PerteXion Contractor Vinyl 2-1-ite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL5179 R27 C CAC 43-17 HS 72x48 R35.odf Approved for use,outside HVHZ:Yes FL5179 R27 C CAC 43-17 HS 72x63 R30.pdf Impact Resistant: No Quality.Assurance Contract Expiration Date 09/21/2021 hfps://www.floridabuilding.org/pr/pr app_dtl.asp)?param=wGEVXQwtDgtdclh%2bCtWN68rWgpmbdQgLJGP5tCKK%2bUcarbRgnOhh,SQ%3d%3d 4/6 7/1/2020 Florida Building Code Online Design Pressure:N/A Installation Instructions Other:72x63(+/-30"PSF),72x48(+/-35 PSF) FL5179 R27 II IN0141 43-17 SL 2X.pdf FL5179 R27 II IN0262-116 43-17 SL 1X:Ddf Verified By:American Architectural Manufacturers Association r3 Created by Independent Third Party: Evaluation Reports FLSV9 R27 AE Eva lReport-IN0262-R6.Ddf Created by Independent Third Party:Yes 5179.14 43-17(Sunroom) ProFinish Contractor,PerfeXion Contractor Vinyl 2-Lite Horizontal Slider for Sunrooms Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R27 C CAC 43-17 HS 72x48 R35.Ddf Approved for use outside HVHZ:Yes FL5179 R27 C CAC 43-17 HS 72x63 R30.Ddf Impact Resistant: No FL5179 R27 C CAC 43-17 HS 72x72 R PG20.Ddf Design Pressure:N/A Quality Assurance Contract Expiration Date Other:72x48(+/-35 PSF),72x63(+/-30 PSF),72x72(+/-20 09/21/2021 PSF) Installation Instructions FL5179 R27 II IN0529 43-17 2-SLISUNROOM.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R27 AE PER5927.Ddf Created-by Independent Third Party:Yes 5179.15 43-35 and 43-40 Reflections 5050,6100 Series,Asure,PerfeXion Gold,PerfeXlon Silver Vinyl 2-Cite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R27 C CAC 43-35 HS 7206 R35(e t, pd Approved for use outside HVHZ:Yes FL5179 R27 C CAC 43-35 HS 72x54 R PG30.Ddf Impact Resistant: No FL5179 R27 C CAC 43-35 HS 78x63 R PG25.pd Design Pressure: N/A FL5179 R27 C CAC 43-40 HS 69x65 R25.odf Other:69x65(+/-25 PSF),78x63(+/-25 PSF),72x54(+/-30 FL5179 R27 C CAC 43-40 HS 72x36 HS R40.Ddf PSF),72x36(+/-35 PSF),72x36(+/-40) FL5179 R27 C CAC 43-40 HS 72x54 R PG30.Ddf FL5179 R27 C CAC 43-40 HS 78x63 R-PG25.pdf Quality Assurance Contract Expiration Date 01/25/2021 Installation Instructions FL5179 R27 II IN0138-118 43-35 43-40 SL 1X.pdf FL5179 R27 II IN0139-R13 43-35.43-40 SL 2X.pdf Verified-By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R27 AE EvalReport-IN0138-118.Ddf Created by Independent Third Party:Yes I 5179.16 43-35 and 43-40 Reflections 5050,6100 Series,Asure,PerfeXion Gold, PerfeXion Silver Vinyl 3-Cite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R27 C CAC 43-35 EV 84x36 R35(ext ,pd Approved for use outside HVHZ:Yes FL5179 R27 C CAC 43-40 EV 84x36 R-PG40.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: N/A 01/23/2021 Other:84x36(+/-35 PSF),84x36(+/-40 PSF) Installation.Instructions . FL5179 R27 II IN0146-R8 43-35.43-40 EV 1X.Ddf FL5179 R27 II IN0147 43-35 43-40 EV 2X.Ddf Verified.By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R27 AE EvalReport-IN0146-R8.Ddf Created by Independent Third Party:Yes - Sac< Next I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyl ght 2007-2013 State of Florida.::Priv vc Statement::Accessibillty 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 mall to this entity.Instead,contact the office by phone or by traditional mall.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 emalls 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 here. Product Approval Accepts: hftps://www.fioridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtQclh%2bCtWN68rWgpmbdQgLJGP5tCKK%2bUcarbRgnOhhSQ%3d%3d 5/6 7/1/2020 Florida Building Code Online Credit Card Safe https://www.floridabuilding.6rg/pr/pr app_dtI.aspx?param=wGEVXQwtDgtdcih%2bCtWN68rWgpmbdQgLJ6P5tCKK%2bUcarbRgnOhhSQ%3d%3d 6/6 REV & REVISIONS: REVISED BY DATE: MODEL DESIGNATION: Simonton'Endvent Slider Series 07-09 / 07-10 /07-20 Vinyl Window MIN.EDGE DIST.. 1 136"X 66"CONFIM REMOVED/E.O.R CHANGE LMS 08/26/16 MAXIMUM OVERALL NOMINAL SIZE: See Size Chart SEE NOTE 2 010-16 GR. 5 2 ADDED NOTES T.' SELF-DRILLING SCREW 16 Is17,win.EDGE asT.h LHot Og�g�B MIN. EMBEOMENi. DESIGN PRESSURE RATING: See Size Chart 1'. 2", OR 3"DEEP ALUMINUM FRAMING OR MIN.EMBED., USABLE CONFIGURATIONS: XOX APPROVED MULLION SEE NOTE 2 SEE NOTE 9-8 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". SILICONE CAULK SILICONE CAULK SEE NOTES 15&16 MIN.EMBED.. SILICONE CAULK (�3 3 SEE NOTE 2' SEE NOTES 15&16 3 3 1/4"MAX. SHIM MAX.6" 6" 6" 6" 6" MAX. 6" 1/4"MAX. SHIM p10-16 OR. 5 SELF-DRILLING SCREW 1 HEAD F, io 1 MIN. EDGE DIST•. 5s / Q I / CENTER BETWEEN I / SEE NOTE 2 MEETING RAILS = CENTER BETWEEN I (HEAD&SILL) I CENTER BETWEEN _ 'i vr w JAMB&MEETING MEETING RAILS& RAILS(HEAD&SILL) JAMB (HEAD&SILL) 1% 2%OR 3"DEEP ALUMINUM SILICONE CAULK I I 1/4"MAX. SHIM FRAMING OR APPROVED MULLION SEE NOTE 9-B a I I SILICONE CAULK ci SEE NOTES 15&16 a JAMB Xp SILICONE CAULK l O I x r MIN. EMBED., 1% 2% OR 3"DEEP ALUMINUM SEE NOTE 2 N I I FRAMING OR APPROVED MULUON SEE.NOTE 9-B _ #10-16 GR. 5 MIN. EDGE DIST.. SELF-DRILLING SCREW SEE NOTE 2 I I O SILL 2 NOTES: 1. This installation has been evaluated for use in locations adhering to the t exceed dteBuilding Code and where design pressure requirements as determined by I I ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed herein. 2. For Installation into aluminum tube substrates or approved aluminum mullions, use g10-16 SAE Gr. 5 self-drilling screws of sufficient length to,achieve a minimum of 3 threads penetration beyond aluminum frame substrate. Anchors should be a minimum of%'from the edge of aluminum substrate. Q 3. All interior and exterior perimeter surfaces of the window must be ceulked. 4. When the optimal head expanders ore used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum embedment/penatration into the substrate. "W"MAXIMUM OVERALL FRAME WIDTH 5. Anchors shall be specified and spaced as shown. Anchor embedment to boss material shell be beyond wall dressing or stucco and into wood or aluminum substrote. S. Wood bucks and aluminum framing(by others) must be engineered and anchored properly to transfer foods to the structure. Bucks and aluminum framing shall extend beyond interior face of frame such that full support of the frame is provided. 7. The responsibility for selection of Simonton Products to meet any applicable local laws,building codes,ordinances,or other safely requirements rests solely with the architect,building owner,or contractor. B. For woodbuck substrates,use#10 wood screws with 1 1/2"min. embedment"into woad,unless otherwise noted. Screws should be a minimum of 3/4"from SIZE CHART the edge of the wood. 9. A. Wood-Minimum Specific Gravity- 0.55. OVERALL SIZE B.Aluminum -Minimum Alloy 6063-T5.Minimum wall thickness 0.040" DP RATING 10.Shims are optional.Max, shun stock is 1/4". WIDTH HEIGHT 1t. When using a/10-16 self drilling or/10 wood screw through the window frame,pra-drll the thru hole at specified installation screw locations. "V/w „H„ 12.When used in areas requiring Impact protection, this product DOES REQUIRE the use of approved impact resistant shutters or other external protection. Digitally signed by Hennes F.Nono..P.E. 13.Flashing should be applied using the ASTM E 2112 method appropriate for the opening into which the window is being installed. 136" 63" *25 PSF Roman:l am epproving this document 14.Glazing shall comply with ASTM E 1300-04. Date:2018.09.261`;jpp f1f'P97f 15.Use 1007E pure silicone caulk compliant with AAMA 800 Section 1 - Sealant Specifications for use with Architectural Fenestration Products. 148" 48" ��� /�� 16.Use a backer rod on all joints>3/4"deep and/or wider than 1/4". Finished caulk joint should be o minimum of 3/8"deep. f 30 PSF `,�� �I�, 17.Designation "X"and"0"stand for the following: X: Operable Panel -0: Fixed Panel. 100" 48" - `- .' JA " DISCLOSURE STATEMENT M SIM ONTOIVB IN053i 2 0 This doamenl.is the.property of Simonton N.claws,which Dmansiond Tdaronen { w t N n o' w s RANK A N 7 7 Mtolne all proprialory and other rights to Its wbjecl matter. Unless Otherwise Specified T.D.D. 01/26/12 105" 51„ � ;* �hts document is provided to the reciplenl an the expressed N 1 Cochrane Avenue CHECKED BY:DATE: osindition that it is not to be dhxdosed,reproduced in whole or P—bom,WV 26415 84" 48" t55 PSF S OF of Wt,nor used in conjunction with the design•manufacture in iL Decimals Angles repair of goods for anyone other than S antm Windows ALE: SHEET: APPR D BY:DATE: 'IV wHhoul its consent. This restriction does not limit the X 3 .03 FIT. 1 of 1 neS N �� reciplenl's rights to utilize tnfornlolton contained in this URFACE AREA: I XX t 01 a• 30 min. SERIES: dowmsnt which Is propmly oatained from another swres. ,piji*,Dpg 07-09/07-10/07-20 ENOVENT SLIDER 39a♦r"'ypp, BI9300t��'� WISH TItEATMEN: TIC: iBPE A I Na�l n 2e]7a FlLE:IN0931 ALUMINUM INSTALLATION 7/1/2020 Florida Building Code Online BuMilless Professional ' a an .117 BCIS Home I Login User Registration Hot Topics Submit Surcharge Stats&Facts Publications I Contact Us �' BCIS Site Map Links 'Search Florida dr)pr '-~� �,�° Product Approval 1�_.9..=sl USER:Publlc User Product Approval Menu>Pm7d=arA'pdrma i1=SaaTz:h>A=Tiaff=L'ast>Application Detail y� FL# FL15213-R3 Application Type Revision Code Version 2017 Application Status Approved I Comments Archived Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 -Ext16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd Los Angeles,CA 90 . WORK SHALL COMPLY WITH PREVAILING (440)969-9773 E@GDES FLORIDA BUILDING CODE, scottjohnson@plas>'V4"WIL ELECTRIC CODE Quality Assurance Representative Ron O'Connell ORDINANCES OF�EFtiYRHILL� Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 RIEVIEW ronoconnell@plastpro:com C17.y OF �n ZEM Category Exterior Doors PL N EXAWN R Fii� 20 Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who,developed the Lyndon F.Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence F1,15213 R3 COI (b)Certificate of Independence.odf Referenced Standard and Year(of Standard) Standard Year 101/I.S.2 1997 101/I.S.2/NAFS 2002 AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201,202,203 1994 https:/Iwww.floddabuilding.org/pr/pr app dtl.aspx7param=wGEVXQwtDgv3yVVKJZ1QRC3FgPGdg9zlGQIYTOxnLFWhLKenbGmCoA%3d°/`3d 1/5 7/1/2020 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15213 R3 Eau v (a) Etc uiva enc of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/20/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/24/2017 Date Approved 12/12/2017 Summary of Products Go to Page Page 1/2 FL# Model,Number or Name Description 15213.1 a.Smooth/Wood Grain/White Wood V8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series Inswing/Outswing (X-Configuration) Fiberglass Door .Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS213 R3 lS (a)Inst 15213.1.Ddf 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 15213.1 for Design Pressure Ratings,any FL15213 R3 AE (a) Eva[ 15213.1.pdf additional use limitations,installation instructions and product Created by Independent Third Party:;Yes particulars. 15213.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 R3 II (a)Inst 15213.2.adf1 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 15213.2 for Design Pressure Ratings,any FLIS213 R3 AE (a)Eva] 15213.2.pdf additional use limitations,installation instructions and product Created by Independent Third Party:iYes particulars. i 15213.3 c.Smooth Wood Grain/White Wood 6'B"Impact"Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:IYes Design Pressure: N/A Evaluation Reports Other:See INST 15213.3 for Design Pressure Ratings,any FL15213 R3 AE (a) Eval 15213.3.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.4 d.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Olutswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.4.Ddf 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 15213.4 for Design Pressure Ratings,any FLIS213 R3 AE (a) Eval 15213.4.p_df additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.5 e.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions https:/Avww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yWKJZIQRC3FgPGdg9zlGQiYTOxnLFWhLKenbGmCoA%3d%3d 2/5 7/1/2020 Florida Building Code Online Approved for use In HVHZ: No FLIS213 R3 II (a)Inst 15213.5.1?df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.5 for Design Pressure Ratings,any FLIS213 R3 AE fa) Eval 15213.5.pdf additional use limitations,installation instructions and product Created by Independent Third Party:-Yes particulars. 15213.6 f.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door- Grain/Rustic/Mahogany Series Inswing/Outswing(XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS213 R3 II (a)Inst 15213.6.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:IYes Design Pressure: N/A Evaluation Reports Other:See INST 15213.6 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.6.pdf additional use limitations,installation instructions and product Created by Independent Third Party:,Yes particulars. 15213.7 g.Smoot Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OXXO- - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS213 R3 II (a)Inst 15213.7.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:IYes Design Pressure:N/A Evaluation Reports Other:See INST 15213.7 for Design Pressure Ratings,any FL15213 R3 AE fa) Eval 15213.7.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.8 h.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OXXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for.use in HVHZ: No FL15213 R3 II (a)Inst 15213.8.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 i I Impact Resistant:Yes Created by Independent Third Party:,Yes Design Pressure: N/A Evaluation Reports ;.•! {f4, Other:See INST 15213.8 for Design Pressure Ratings,any FL15213 R3 AE fa) Eyal 15213.8.E additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.9 i.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door utilizing"Snap Grain/Rustic/Mahogany Series Frame"Glazing-Inswing/Outswing (X-Configuration) �I '•�`, i Fiberglass Door il fll� Limits of Use Installation Instructions ti: Approved for use In HVHZ:No FL15213 R3 II (a)Inst 15213.9.odf I{�' Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 ,i Impact Resistant:No Created by Independent Third Party:IYes .` Design Pressure:N/A Evaluation.Reports Other:See INST 15213.9 for Design Pressure Ratings,any FL15213 R3 AE (a) Eva[ 15213.9.1jdf additional use limitations,installation instructions and product Created by Independent Third Party:IYes particulars. 15213.10 j.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelite Grain/Rust[c/Mahog any Series utilizing"Snap Frame"Glazing-Inswing/Outswing (OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS213 R3 II (a)Inst 15213.10.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 15213.10 for Design Pressure Ratings,any FL15213 R3 AE (a) Eval 15213.10.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Iyes particulars. 15213.11 k.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R3 II fa)Inst 15213.11.1?df Approved for use outside HVHZ:Yes Venfed 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 15213.11 for Design Pressure Ratings,any FLIS213 R3 AE fa)_Eval 15213.11.pd Created by Independent Third Party:'Yes httpsJAvww.floddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRC3FgPGdg9zlGQiYTOxnLFWhLKenbGmCoA%3d%3d 3/5 7/1/2020 Florida Building Code Online I additional use limitations,installation instructions and product i particulars. 15213.12 I.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door utilizing"Snap Grain/Rustic/Mahogany Series N Frame"Glazing-Inswing/Outswing(XX-Configuration) Fiberglass Door Limits of Use Installation Instructions " Approved for use in HVHZ:No FLIS213 R3 II (a)Inst 15213.12.13 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 15213.12 for Design Pressure Ratings,any FLIS213 R3 AE (a)Eval 15213.12.pdf II It additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. i 15213.13 m.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series N utilizing"Snap Frame"Glazing-Inswing/Outswing(OXXO- `I(°'�J Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a)Inst 15213.13.pd Approved for use outside HVHZ:Yes Verifed By: Lyndon F.Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports rofUse 5213.13 for Design Pressure Ratings,any FLIS213 R3 AE (a)Eval 15213.13.pdf ations, Installation instructions and,product Created by Independent Third Party:Yes n.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door utilizing"Lip Grain/Rustic/Mahogany Series N Lite"Glazing-Inswing/Outswing(X-Configuration) Fiberglass Door Installation Instructions Approved for use In HVHZ:No FLIS213 R3 II (a)Inst 15213.14.o8f 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 15213.14 for Design Pressure Ratings,any FLIS213 R3 AE (a)Eval 15213.14.6df additional use limitations,installation instructions and product Created by Independent Third Party:'Yes particulars. 15213.15 o.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 R3 II (a)Inst 15213.15.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 15213.15 for Design Pressure Ratings,any FLIS213 R3 AE (a) Eval 15213.15.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15213.16 p. Smooth Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series N utilizing"Lip Ute"Glazing-.Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS213 R3 II (a)Inst 15213.16.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 15213.16 for Design Pressure Ratings,any FL15213 R3 AE (a) Eval 15213.16.pdf additional use limitations,installation instructions and product Created by Independent Third Party:,Yes particulars. 15213.17 q.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door utilizing"Lip Grain/Rustic/Mahogany Series N Lite"Glazing-Inswing/Outswing(XX Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS213 R3 IT (a)Inst 15213.17.odf �I 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 15213.17 for Design Pressure Ratings,any FLIS213 R3 AE (a)Eval 15213.17.pdf additional use limitations, Installation instructions and product Created by Independent Third Party:Yes particulars. 15213.18 r.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing-Inswing/Outswing(OXXO- Fiberglass Door Configuration) https://www.floddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yWKJZlQRC3FgPGdg9zlGQiYTOxnLFWhLKenbGmCoA%3d%3d 415 7/1/2020 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS213 R3 II (a)Inst 15213.18.g_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:INST 15213.18 for Design Pressure Ratings,any FLIS213 R3 AE (a)_Eval 15213.18.pdf additional use limitations,installation instructions and product Created by Independent Third Party:'IYes particulars. 15213.19 s.Smooth/Wood Grain/White Wood 810"Impact"Opaque Fiberglass Single Door- Grain/Rustic%Mahogany Series N Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a)Inst 15213.19.Ddf 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:INST 15213.19 for Design Pressure Ratings,any FLIS213 R3 AE (a) Eval 15213.19.12-df additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.20 t.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS213 R3 II (a)Inst 15213.20.Ddf 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:INST 15213.20 for Design Pressure Ratings,any FL15213 R3 AE fa) Eval 15213.20.pd additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. Go to Page Page 1/2 Baca Next I 1 I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 I The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy,Statement::Accessibility Statement::Refund Statement Under Florida.law,email addresses are public records.If you do not want your e-mail address released in response to a public-records,request,do not send electronic �I mail to this entity.-Instead,contact the office by phone or by traditional mall.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 emalls i 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,FS.,please click here Product Approval Accepts: I11i. 13 _ ® fCt_Ec!' 0 Credit Card Safe I� I i li, u�iibl,r,i � I, I , tel'i s ' i�l'•i til I;I I https:/Avww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKIZ1QRC3FgPGdg9zlGQiYTOxnLFWhLKenbGmCoA%3d%3d 5/5 110. .I ............. plastpro 5200 W. CENTURY BLVD. z •,: of M LOS ANGELES, CA 90045 .1. .... 37.5D'MAX. Smooth/ Wood Grain/ White Wood Grain OVERALL WIDTH k(A -OR Rustic/Mahogany ,. �. A cz °°0. Series N Fiberglass Door 9,, INSWING/OUTSWING s0. "NON-IMPACT" F o va 15 rz am �m Q !2 zS J« W Ca W W V o F GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida {� m Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" O (HVHZ). O 8 2. Product anchors shall be as listed t t d b ands aced as shown on details,Anchor embedment p b / base material shall be beyond wall dressing or stucco. e a // N Z 3. When used in areas requiring wind bome debris protection this product is required to be J o protected with an impact resistant covering that complies with FBC Sections 1609.1.2& 6 t3 i-r a- G'r R301.212. o o 4. For 2x stud framing construction.anchoring of these units shall be the same as that shown for a K, a 2x buck masonry construction. �� U 2 5. Site conditions that.deviate from the details of this drawing require further engineering analysis = " by a licensed engineer or registered architect. ^N a 0 o a io q TABLE OF COWENTS - WI DESCRIPTION MAX. DESIGN`1?RESSURE.(PSF) a z " ::._ _:=.=. ...i:_> ' ,::_:- FtG4ME':,`: LASS-T- :.:r,.:-,':,. ..` 'o a - t Typical elevation,design pressures&-general notes - -" - '- - ....... oA7e 0 t 1 2 Door anal details .: IMENSiON,'.; ;.;.;:.TYPE;:_. :'POSMVE-- ,NEGATIVE^ SCAM N.T.S. 3 Horimntal cross Sections owc.er: JK m A Vertical crass sections INSWING 37.50"x 82.00" +47.0 -50.0 CHK.BY, LFS a s G1 DRAW T No.: c $ Buck and frame anchoring-2X tuck masonry construction w OUTSWING 37.50"x BUY' +50.0 -50.0 FL-15213.14 6 Frame anchoring-1X buck masonry construction o 7 Bill of M ,glaring detail&components SHEET 1 of aterials 7 N O 0 Gl INTERIOR 55 41 43 r ^Z o � 42 � ? z 43 rn .. ///• * • `` z O O7 C //IIJI111 o env••Z n a v o oz°� 46 41 N gL°i 9mc.m 36.00"MAX. 47 EXTERIORa 'm°o a DOOR ma g d PANEL WIDTH 2100 MAX 2 HORIZONTAL CROSS SECTION 46 8' a ti 2 D.L.O.WIDTH � 1 39. 2 --{ 0.98" 1 S9" c I �+-1.591, +I 177777771 z o 0 IoJ J!:5 w 55 W N z O (L o i p w TOP RAIL LATCH d HINGE STILE �1 REINFORCEMENT WOOD BOTTOM RAIL o 0 W CellulorPVC 47 Woodrelnforcemenf For lock 45 CeJuI PVC INTERIOR EXTERIOR a a z o m a x �} 0 1.19 m B o v 0 Z GLAZING COMPOUND u o 8 r 0.5"GLASS I"MIN. T o ..... BITE GLASS THK. Lr Fn o o, rn G1 o 0 1/8"TEMPERED yr GLASS B N AIR SPACE 41 0 OPTIONAL 46 ~Q HINGEALA1CHSTTIE DECORATIVE INSERT a a CeHui PVC a a d D AIR SPACE >z z?• 1/8"TEMPERED w a 0 GLASS S 4B DOOR PANEL ALUM.GLAZING SPACER ao 'o i �Zzrzrz N8 x 1-1/T PFH N z u a --- - - DAM-0 18 12— _ LIP LITE ODL/WESTERN REFLECTIONS HP z SCAM 2 VERTICAL CROSS SECTION DWO. : N�K m GI GLAZING DETAIL 2 CHK BY: LFS 3 DRAWING NO.: ¢ N s' FL-15213.14 0 '�? N SHEEP_L OF 7 O d R'\Olents\Plastpro,Inc PERMANENT\A•Florida Product ApprmlAFL-15213 Fiberglass Door-Inswing- utswing\C-Drawings\FL 15213(2017)\FL-1521312-18dwg,314 . �3 z p � ' I o0Q n O eo o IF— NOPO V V O O �zo y � Z y_ T � n ' � rr1 Z m m O la _ A V ff m - d A W � A 0 A N � d W W W N I m m 7y O O 1;0 WW g Oi o0 �o c v Cs '— O .O c^ L*1 000= G �yo A 5 p` Za OI V any OR mA 7-t0 0 .Q y S a v z y g Q T CL a . . Tv ray 7i n a T O m v Z 7 P o _ ``�7111L�T7///// pe A � V.•'�yCaiRF'•. No.43409 ' October 19,2017 PRODUCT: DoeumeldnPrepand BY:,�� � ROR1Dl:.• ram- z x r+ Lyndon F. Seh-Idt o PLASTPRO INC. P.E. No. 43409aS% ro ,PAL p� ju c Z FIBERGLASS DOOR m /hl�I..Ft1►� ti rn 2 f0 19 17 UPDATE TO 6TH ED. (2017 FBC LFS PART OR ASSEMBLY: �{�(,�///BUILDING CONSULTANTS, INC. L+ to ,_. 1 4 22 T5 UPDATE TO 5TH ED. (2014) FBC dK HORIZONTAL CROSS SECTIONS J 1�Vv P•O. Bo>< 230, vatrtoo, FL 33595 V j, ro NO DATE BY Phone No.: B13.659.9197 REVISIONS I I FBPE CA No. 9813 0 201 2 R.W.BUILDING CoNHULTANTe INC. R'\Clients\Plastpro.Inc PERMANENT\A-Florida Product ApprovalAFL-15213 Fiberglass Door-Inswing-OutsMng\C-Drawings\FL 15213(2017)\FL-1521312-1B.dwg,4.14 m g M g v M M AW a v A A� 0 O T �: FO T a , O n «� A CD n °.4 x N y Z °�.ol 00 IO Z IO V b v V A °n v'o � C'SINK J e ° 1-114,MIN. EMB.(TYP.) m ' o A N R a • c rn g om O a )n ,o n � p s 11 n 0 •v. tt��jff e M O tT 7O Pe. OD V p iZOI � Np ^ \I m 1-1/4"MIN. EMB.(TYP.) No.43408 ' _* October ts,2Dn T� � � � � PROOUCi: Dolalrlentn PlepareE��i n r7 i ............ROs60 •' Lyndon F. Schmidt A. d PLASTPRO INC. E.P. No. 43406 FIBERGLASS DOOR 10 19 17 UPDATE TO 6TH ED. (2017 FBC LFS r -t rn PART OR ASSEMBLY: � BURDINO CONSULTANTS, INC. I1 4 22 15 UPDATE TO 5TH ED. (2014) FBC JK P.O. Box 230, Valrloo,'FL 33595� �. ro NO DATE By UERIICAL CROSS SECTIONS Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 0 2012 R.W.BUILDING CONSULTANTS INC. y 44 - a toi �. s TYP.HEAD &JAMBS 7NTYP.HEAD& a z 6 P F� 9 Dy.o MASONRY MASONRY JAMBS F &ug d oa OPENING OPENING a ' 4"� m a a T 1 N VVV 4 az NZ :2 z FRAME U zv O Q o= 0 2XBUCK zoz U 2X BUCK chi F-L m w� z a Y sm LUq • a. h d• cc BUCKANCHORING STRIKEJAMB FRAMEANCHORING HINGEJAMB N o Masonry 2X buck construction 8 fi CONCRETEANCHOR NOTES: 1.Concrete anchor locations at the comers may be adjusted to maintain the min. o edge distance to mortar joints. 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to maintain the min,edge distance to mortar joints additional concrete anchors 2g z maybe required to ensure the"MAX.ON CENTER"dimension are not exceeded. M 9 3. Concrete anchor table: - WJ K Di N b- Q N a F r4NGt(qR;;;ANGH01t:....;;;;;;;MIN.;,;;;;;; JN..., ..tEEtRANc ;M{J,,ti,,Alt1tGE o a = iO NIgSONRY rO jIDJACENT10 :..:....:...:::.:...:•..........:.-:..........::.::.::::.:.:;-•:;:ERGe6::;::::::;:::a•t HORsr;::»::- z a TTW - - M — — --- DnrE z TAPCONe lj4" 1-1j4" 2" 4" D2 i6 12 srir. N.T.S.ELCO ° ULTRACON® 114" 1-114" 1" 4" 27 Dwr,BY; JK m LFS WOOD SCREW INSTALLATION NOTES: a x.W. 3DRAWNG No.: 1.Maintain a minimum 5/6"edge distance,i"end distance,&1"o.c.spacing of LATCH&DEADBOLTDETAIL HINGE DETAIL FL-15213.14 " wood screws to prevent the splitting of wood. o 5HEEr 5 OF 7 N a — — C' to Z� Z •0�� o W 9 'a U N•• r, o a Z o Z V TYP.HEAD& 10. N g ig 9 m Ew c JAMBS �� \ ' °i a m m a r es MASONRY V m � LL"� m d if OPENING b i' c c w E0 _ S. HINGE DETAIL =Z � mo FRAME z o x chi N -O zo �+ C in 7 p��� i2O c fn f= m ou 1XBUCK sQ �N za e o onm aZ c 28 -41 ¢< W o o ` ,1m 0 27 F a ss Y, N N STRIKE JAMB FRAMEANCHORING HINGEJAMB LATCH&DEADBOLTDETAIL go o rn Masonry 1X buck construction CONCRETE ANCHOR NOTES: o 0 of 1.Concrete onchorlocaflons at the comers may be adjusted to maintain the min. n edge distance to mortar joints. $ 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortarjoints,additional concrete anchors ? 8 may be required to ensure the MAX.ON CENTER"dimension are not exceeded. v3.Concrete anchor table: a ¢ F c° : f1�(CNQR ANCI,......:>> JlII111,::::::::.:•:::.: TO;:MASONRY:;i? ;i:TO.`i0.;DJ,A,'GEMi:; _ s;;;::iKRE:ia<s':iiSiZE`:'.t:?EHIBEDMENY: ;:r: :.:..::::.::............::....:.::.:.::...:.:.:.::::::;:::. -- m ........:::.:.............EQGB'>:;>;':;:;:;:x:;':':zANCHO1ircc:;;•: N Z o° a -- TAPCON® -1/4^- —1=1/4" 2" 4" - -- - -- -� wTe:02 16 12 _— - sutF N.T.S. 9 �a ELCO 1/4" 1.1/4" 1" 4" DWO.BY: JK m' ULTRACON® IiW CHIC,BY: LFS 3 o ® 3/16" 1-1/4" 3" 1-1/2" v TAPCON DMWINC ND.: � A WOOD SCREW INSTALLATION NOTES: FL-15213.14 `= I.Maintain a minimum 5/8"edge distance,Vend distance,&I"o.c.spacing of a d wood screws to prevent the splitting ofwood. sN¢r 6 or 7 — — a �• . NY 00 lie BILL OF MATERIALS N�'y z Q;/ itY�. loz �mn ITEM DESCRIPTION MATERIAL ��.�y'•:,,. „ • °g.�� B 2X BUCK SG>=0.55 WOOD ,'������►►►•.1t^o ,y`` $ �z C 1/4"MAX.SHIM SPACE g z g z° D 1/4"X 2.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL a g r o 9 m.Eld EL E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE a w m'a`L $ 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 a "o ° G 3/16"X 3-1/4"PFH TTW CONCRETE SCREW STEEL ° E `o= H 1/4"x3-1/4"PFHITW CONCRETE SCREW STEEL a J 1/4"X 3-3/4"PFH TTW CONCRETE SCREW STEEL G, K #10 X 7'PFH WOOD SCREW STEEL 4 56" -I Z L #8 X 2-1/7'PFH WOOD SCREW 1.15"MIN.EMBEDMENT STEEL I �n n M #8 X 2"PFH WOOD SCREW STEEL o w 7 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM z o 0 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM r cr v,r IL 9 4"X 4"BUTT HINGE STEEL T .—244^—►�� -2,13"—• `� 10 #9 X 1"PFH WOOD SCREW STEEL ° 11 #9 X 3/4"PFH WOOD SCREW STEEL Ea0 a s►oE a r .o 17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL YD .lamb o o 18 KWIKSET DEADBOLT-SIGNATURE SERIES 780 STEEL of m 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD a a 61 21 POLYFIBER JAMB COMP./VINYL 5.63 Y s 27 LATCH STRIKE PLATE STEEL 4.56" 28 D T STRIKE PLATE STEEL 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL EE In 31 OUTSWING BUMP THRESHOLD ALUM./WOOD ; 32 VINYL DOOR BOTTOM SWEEP 03628 BY HOLM IND. PVC LL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD N`N z 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD ��ADJUSiABIE INSWING TNRESHOID �ZADJ ISTABIE INSWING THRESNO, 6 Ln 40 DOOR PANEL-SEE DOOR PANEL DETAILSHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN.0.075"THICK FIBERGLASS o o 42 TOP RAIL CELLULAR/PVC c 43 LATCH&HINGE STILE CELLULAR/PVC 4.66" a 44 REINFORCEMENT WOOD FOR LOCKS(20"LONG) WOOD �, > 45 BOTTOM RAIL CELLULAR/PVC = z 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 CONTINUOUS LATCH&HINGE STILE REINFORCEMENT WOOD ^ S € 49 GLAZING COMPOUND SILICONE a'z 55 LIP LITE ODL/WESTERN REFLECTIONS HP POLYPROPYLENE 91 OUiSWING BUMP THRESN0ID -- okm-02 16112 °z a 56 GLAZING SPACER ALUM. 'o 57 1#8 x 1-1/7'PFH LITE FRAME SCREW STEEL sue: N.T.S. owc,BY. JK m S cHk BY.. LFS B. e P DRAri7N0 NO.: � FL-15213.14 o SHEEP 7 OF 7 N v a 7/1/2020 " . Florida Building_Code Online Professional -g r - - Ma 111,177" =0 BCIS Home Log In I.User Registration Hot Topics Submit Surcharge Stats&Facts Publications I Contact us BCI,S Site Map I Links I search I b - d r A° Product Approval ( �USER:Public User ..PrududAoaroval Menu>ipmtLntmr6appTirat=Search>A'oDTt®'tion a-fist>Application Detail FL# FL5167-11,31 Application Type. Revision Code Version 2017 I Application Status Approved *Approved by DBPR.Approvals by DBPR shall beIreviewed and ratified by the POC and/or the Commission if necessary. Comments reapply 04/24/20 Archived Product Manufacturer Simonton/Ply Gem Windows Address/Phone/Email 5020 Weston Parkway Suite 300 Cary,NC 27513 (800)542-9118 Ext 413596. ISM PI�E����1� luanne.harris@com erstone-bb.com At~�romp Authorized.Signature . Luanne Harris A`LLWO��5H jUIL®1N0 Coop luanne.harris@cornerstone-bOQgiI t AL ELE T IC ®®�' �ATION�-EI.ECO��E�FIYIa.M14.1.` ANQ THE CITY Technical Representative Luanne Harris ORL�If�IANCES Address/Phone/Email 3948 Townsfair Way Suite 200 Columbus,OH 43219 (614)532-3596 luanne.harris@simonton.com V� Quality Assurance Representative AAMA OF ZEP"Y Address/Phone/Email. 1827 Walden Office Square Qf�N Schaumburg,IL 60173 Iv GN` (847)303-5664 webmaster@aamanet.org i Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010' AAMA/WDMA/CSA 101/I.S.2 A440 2011 AAMA/WDMA/CSA 101/I.S.2 A440 2008 Equivalence of Product Standards Certified By httpsJ/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtZMlu87gOKrhCtACgnE0%2bU73o0%2bLzYE1lu04h9s8kmwPQ%3d%3.d 1/6 i 7/1/2020 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 03/20/2020 Date Validated 04/24/2020 Date Pending FBC Approval Date Approved 05/01/2020 Summary of Products FL# Model,Number or Name Description 5167.1 07-09,07=10 and 07-nW Reflections 5500,.PerfeXion PlatinuinMnyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R31 C CAC 07-09 DH 36x63 RSO.odf Approved for use outside HVHZ:Yes FL5167 R31 C CAC 07-09 DH 37x76 R PG65.pdf Impact Resistant:No FL5167 R31 C CAC 07-09 DH 37x84 R PG60.pdf Design Pressure: N/A FL5167 R31 C CAC 07-09 DH 44x63 R50.pdf Other:48x80(+/-25 PSF),56x84(+/-25 PSF),53x76(+/-50 FL5167 R31 C CAC 07-09 DH 47x71 R PG50.pd PSF),36x63(+/-50 PSF),44x64(+/-50 PSF),47x71 (+/-50 FL5167 R31 C CAC 07-09 DH 48x80 R25.odf PSF),37x84(+/-60 PSF),37x76(+65/-70 PSF) FL5167 R31 C CAC 07-09 DH 53x76 R50.odf FL5167 R31 C CAC 07-09 DH 56x84 R PG25.odf FL5167 R31 C CAC 07-09-10=20 and 08-09-10-20 Waivenpdf FL5167 R31 C CAC 07-75 waiver to 07-09.odf" Quality Assurance Contract Expiration Date 12/13/2021 Installation Instructions FL5167 R31 II IN0066-RII 07-09 07-10 07-20 DH 1X.odf FL5167 R31 II IN0067 07=09 07-10 07-20 DH 2X.pdf Verified By:American Architectural Manufacturers Association Created by.Independent Third Party, Evaluation Reports FL5167 R31 AE EvalReport-IN0066-Rll.odf Created by Independent Third Party:Yes 5167.2 07-09,07-10 and 07-20 Reflections 5500,PerfeXion Platinum)!Vinyl Double Hung with - Transom Limits of.Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R31 C CAC 07-09 DH w Transom 53x136 R- Appiroved for use outside HVHZ:Yes PG50-(ext 5,pdf Impact Resistant:No FL5167 R31 C CAC 07-09-10-20 Ind 08-09-10-20 Design Pressure: +50/-50 Waivenpdf Other:53x130 FL5167 R31 C CAC 07-75 waiver to 07-09.pdf Quality Assurance Contract Expiration Date 04/19/2025 Installation Instructions FL5167 R31 II IN0063 07-09 07-1I0 07-20 DH w Transom 2X pdf Verified By:American Architectural Manufacturers Association 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 Certification Agency Certificate -Approved for use In HVHZ: No FL5167 R31 C CAC 07-09 DH Triple 102x76 R- Approved for use outside HVHZ:Yes PG50 (ex ,pdf 5 i Impact Resistant:No. FL5167 R31 CCAC 07-09 DH Triple 160x76 R- Design Pressure: +50/-50 PG50 (ext 5),pdf Other: 160x76, 126x76 FL5167 R31 C CAC 07-09-10-20 Ind 08-09-10-20 Waiver.pdf FL5167 R31 C CAC 07-75 waiver to 07-09.pdf Quality Assurance Contract Expiration Date 04/19/2025 Installation Instructions FL5167 R31 II IN0555 07-09 07-10 07-20 DH Twin Triple. Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.4 07-09,07-10 and 07-20 Reflections 5500, PerfeXion Platinum Vinyl-Double Hung Triple with Transom Triple Limits of Use Certification Agency Certificate Approved for use In.HVHZ: No FL5167 R31 C CAC'07-09 DH Triple w Transom Triple 109x88 hfps:/AvWw.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtZMlu87gOKmCtAC9nE0%2bU73o0%2bLzYE1lu04hgs8kmwPQ%3d%3d 2/6 7/1/2020 Florida Building Code Online Approved for use outside HVHZ:Yes. R G35 g_df Impact Resistant:No FL5167 R31 C CAC 07-09-10-20 and 08-09-10-20 • Design Pressure: +35/-35. Waiver.pdf Other:109x88 FL5167 R31 C CAC 07-75 waiver to 07-09.pdf Quality Assurance Contract Expiration Date 12/13/2021 Installation Instructions FL5167 R31 II IN0556 07-09 07-11 07-20 DH Triple w Transom 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party:: Evaluation Reports Created by Independent Third Party: 5167.5 07-20(Nailing Fin Installation) Reflections 550.0,PerteXion PlatinumiVinyl Double Hung Limits of Use Certification Agency Certificate. Approved for use In HVHZ:No FL5167 R31 C-CAC 07-20 DH 37x76 R PG65.pdf Approved for use outside HVHZ:Yes FL5167 R31 C CAC 07-20 DH 53x76 R PG50.pdf Impact Resistant: No FL5167 R31 C CAC 07-20 DH 56x84 R PG25.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other:56x84(+/-25 PSF),5306(+/-50 PSF)&37x76 07/28/2024 (+/-65 PSF) Installation Instructions FL5167 R31.II IN0129.07-20 DH 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.6 42-19 ProFinish Brickmould 600,PerteXion BM 600 Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R31 C CAC 42-19 DH 36x63 R PG50.pdf Approved for use outside HVHZ:Yes FL5167 R31 C CAC 42-19 DH 3604 R PG50.pdf Impact Resistant:No FL5167 R31 C CAC 42-19 DH 48x80 R PG35.pdf Design Pressure:N/A FL5167 R31 C_CAC 42-19 DH 5201 R PG35.pdf Other:5201(+/=35.PSF),48x80(+/-35 PSF),36x63(+/-50 Quallty Assurance Contract Expiration Date PSF),36x74(+/-50 PSF) 09/14/2024 Installation Instructions FL5167 R31 II IN0130-R5 42-19 DH 1X.pdf FL5167 R31 II IN0148 42-19 DH 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party Evaluation Reports FL5167 R31 AE EvalReport-IN0130-R5.pdf Created by Independent Third Party:Yes 5167.7 42-19 ProFinish Brickmould 600,PerteXion BM 600 Vinyl Double Hung Twin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R31 C CAC 42-19 DH Twin 73x63 R PG35.pd Approved for use outside HVHZ:Yes FL5167 R31 C CAC 42-19 DH Twin 7306 R PG50.pdf Impact Resistant:No FL5167 R31 C CAC 42-19 DH Twin 89x63 R PG30.pdf Design Pressure: N/A FL5167 R31 C CAC 42-19 DH Twin 97x80 R PG30.pdf Other:89x63(+/-30 PSF),97x80(+/-30 PSF),73x63 Quality Assurance Contract Expiration Date (+/-35),73x76(+/-50 PSF) 10/05/2024 Installation Instructions FL5167 R31 II IN0150 42=19 DH Twin 2X.pdf- Verified.By:.American Architectural.Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.8 42-19 ProFinish Brickmould 600,PerfeXionlBM 600 Vinyl Double Hung Triple Limits of Use Certification Agency Certificate Approved for use in.HVHZ: No FL5167 R31- C CAC 42-19 DH Trip le169x74 R PG35.pdf . Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No - 10/05/2024 Design Pressure:+35/-35 Installation Instructions -Other: 109x74 FL5167 R31 II IN0151 42-19 DH Tri a 2X df . Verified-By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.9 43-17 Profinish Contractor,ProFinish Master,PerteXion Contractor Vinyl.Double Hung Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL5167 R31 C CAC 43-17 DH (Fin)26ic76 R- Approved for use outside HVHZ:Yes PG50 ext.5,pdf https://www.floridabuilding.6rg/pr/pr aop_dti.aspx?param=wGEVXQwtDgtZMlu87gOKmCtAC9nE0%2bU73p0%2bLzYE1luO4hgs8kmwPQ%3d%3d 3/6 7/1/2020 Florida Building Code Online Impact Resistant:No FL5167 R31 C CAC 43-17 DH (Fin)44x63 R PG35.p�d Design Pressure: N/A FL5167 R31 C CAC 43-17 DH (Fin)48x80 R PG30.pdf Other:36x72(+/-30 PSF),48x80(+/-30 PSF), 53x71(+/-35 FL5167 R31 C CAC 43-17 DH(Fin)48x80 R-PG35 PSF),44x63(+/-35 PSF),48x80(+/-35 PSF),36x63(+/-45 (ext 5„pdf PSF),44x63(+/-45 PSF),26x76(+/-50 PSF)&36x74(+/-50 FL5167 R31 C CAC 43-17 DH Finless))36x74 R50.pdf PSF),32x62(+/-50 PSF) FL5167 R31 C CAC 43-17 DH (Fin ess 48x80 R35.pdf FL5167 R31 C CAC 43-17 DH 32x62 R50.pdf FL5167 R31 C CAC 43-17 DH 36x63 R PG45.pdf FL5167 R31 C CAC 43-17 DH 36x72 R30(g�!J.pdf FL5167 R31 C CAC 43-17 DH 36x74 R50(ext, _pdf FL5167 R31 C CAC 43-17 DH 44x63 R45.pdf FL5167 R31 C CAC 43-17 DH 53x71 R35 (J0)spjff Quality Assurance Contract Expiration Date 07/10/2021 Installation Instructions FL5167 R31 II IN0096 43-17 DH 2X.pdf FL5167 R31 II IN0254-R6 43-17 DH iX.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party:, Evaluation Reports FL5167 R31 AE EvalReport-IN0254-116.pcif Created by Independent Third Party:Yes 5167.10 43-17 Profinish Contractor,ProFnish Master,PerfeXion Contractor Vinyl Double Hung T mulled Twin Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL5167 R31 C CAC 43-17 DH Twin 72x74 R PG45.pdf Approved for use outside HVHZ:Yes FL5167 R31 C CAC 43-17 DH Twin 73x63 R PG35.pdf Impact Resistant:No FL5167- R31 C CAC 43-17 DH Twin 89x63 R30.pdf Design Pressure: N/A FL5167. R31 C CAC 43-17 DH Twin 96x80 R PG25.pdf Other:96x80(+/-25 PSF),89x63(+/-30 PSF),73x63(+/-35 Quality Assurance Contract Expiration Date PSF)&72x74(+/-45 PSF) 10/30/2021 Installation.Instructions FL5167 R31 II IN0099 43-17 DH Twin 2X.pdf Verified By:American Architectural Manufacturers Association Created,by Independent Third Party: Evaluation Reports Created.by Independent Third Party: 5167.11 43-35(TWo-Step Sill) 6100 VantagePointe,Asure,PerfeXion Silver Vinyl Double Hung Limits of Use Certification Agency Certificate ' Approved for use In HVHZ: No FL5167 R31 C CAC 43-35 DH 36x72 R30(Ext._pdf Approved for use outside HVHZ:Yes FL5167 R31 C CAC 43-35 DH 44x63 R25(ext),pdf Impact Resistant: No FL5167 R31 C CAC 43-35 DH 46x84 R25(%),pdf Design Pressure:N/A FL5167 R31 C CAC 43-35 DH 48x80 R35(ext. .pdf Other:44x63(+/-25 PSF),46x84(+/-25 PSF),36x72(+/-30 FL5167 R31 C CAC 43-35 DH 52x71 R35(ext),pdf PSF),48x80(+/-35 PSF), 52x71 (+/-35 PSF) Quality Assurance Contract Expiration Date 01/24/2021 Installation Instructions FL5167 R31 II IN0105 43-35 DH 2X.pdf FL5167 R31 II IN0568-R3 43-35 DH 1X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R31 AE EvalReport-IN0568-R3.pdf Created by Independent Third Party:Yes 5167.12 43-35(Two-Step Sill)and 43-50 6100 VantagePointe,Asure,PerfeXion Silver Vinyl Double Hung (Three-Step Sill) Twin with Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R31 C CAC 43-35 DH Twin w Transom 73x111 R35 Approved for use outside HVHZ:Yes (estJ,pdf Impact Resistant: No FM67 R31 C CAC 43-50 DH AAMA 450 R35 73x111 Design Pressure:+35/-35 (ext ,pdf Other:73x111 Quality Assurance Contract Expiration Date 01/24/2021 Installation Instructions FL5167 R31 II IN0535 43-35043-50 DH Twin with Transom 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.13 43-40 and 43-45 Reflections 5050,Reflections 5300,6100 VantagePointe, PerfeXion Gold Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use,in HVHZ: No FL5167 R31 C CAC 43-40 DH 32x62 R50.pdf Approved for use outside HVHZ:Yes FL5167 R31 C CAC 43-40 DH 36x63 R45.pdf Impact Resistant:No FL5167.R31 C CAC 43-40 DH 36x72 R30.pdf hfps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtZMlu8700KmCtACgnE0%2bU73o0%2bLzYE1lu04h9s8kmwPQ%3d%3d 4/6 7/1/2020 Florida Building Code Online Design Pressure:N/A FL5167 R31 C CAC 43-40 DH 36x74 R50.pdf 'Other:36x72(+/730 PSF);52x71 (+/-35 PSF),48x80(+/-35. 'FL5167 R31 C CAC 43-40 DH 44x63 R PG45.Ddf PSF),36x63(+/-45 PSF),44x63.(+/-45 PSF),32x62(+/-50 FL5167 R31 C CAC 43-40 DH 44x63 R35.pdf - PSF),36x74(+/.-50 PSF),46x84(+/-25) FL5167 R31 C CAC 43-40 DH 46x84 R PG25.pdf FL5167 R31 C CAC 43-40 DH 48x80'R35.Ddf FL5167 R31 C CAC 43-40 DH 52x71 R35.Ddf FL5167 R31 C CAC 43-45 DH 5201 R35.Ddf FL5167 R31 C CAC 43-45 waiver to 43-40.pdf Quality Assurance Contract Expiration Date 09/12/2021 Installation Instructions FL5167 R31 II IN0432b 43-40 43 45 DH-2X,pdf FL5167 R31 II IN0434-R7 43-30 43-45 DH-1X.odf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R31 AE EvalReport-IN0434R7.Ddf Created by Independent Third Party:Yes 5167.14 43-50(Three-Step Sill) 6100 VantagePointe,Asure,PerfeXion Silver Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for.use In HVHZ: No FL5167 R31 C CAC 43-50 DH 32x62 R50 (ex _pdf Approved for use outside HVHZ:Yes FL5167 R31 C CAC 43-50 DH 36x63 R45(ext pdf Impact Resistant: No FL5167 R31 C CAC 43-50 DH 3604 R50(�,pdf Design Pressure: N/A FL5167 R31 C CAC.43-50 DH 44x63 R45(ext pdf . Other: 52x71:(-+/-35 PSF),36x63(+/-45 PSF),44x63(+/-45 FL5167 R31 C CAC 43-50 DH 5201 R35(ext),pdf PSF),32x62(+/.-50 PSF),3604(+/-50 PSF) Quality Assurance Contract Expiration.Date 01/25/2021 Installation Instructions FL5167 R31 II IN0432 43-50 DH 2X.pdf FL5167 R31 II IN0569-R3 43-50 DH IX.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party:, Evaluation Reports FL5167 R31 AE EvalReport-IN0569-R3.pdf Created.by Independent Third Party:Yes 5167.15 75-75,75-09,07-75,07-09,07-10 Reflections 5500,Generations,Impressions 9800,6500 and 07-20 VantagePointe, PerfeXion Platinum Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL5167 R31 C-CAC 07-75 DH 48x80 R PG35.pdf Approved for use outside HVHZ:Yes FL5167 R31 C CAC 07-75 DH 5304 R PG30.Ddf Impact Resistant: No FL5167 R31 C CAC 07-75 DH 53x80 R-PG40.pdf Design Pressure: N/A FL5167 R31 C CAC 75-75 DH 36x63 R PGSO.pdf Other:48x80(+/-25 PSF),5304(+/-30 PSF),48x80(+/-35 FL5167 R31 C CAC 75-75 DH 3602 R PG55.Ddf PSF),5201(+/-35-PSF),53x80(+/40 PSF),36x63(+/-50 FL5167 R31 C CAC 75-75 DH 3604 LC50.pdf PSF),3604(+/-50 PSF),3602(+/-55) FL5167 R31 C CAC 75-75 DH 48x80 LC PG25.pdf FL5167 R31 C CAC 75-75 DH 5201 R PG35.pdf FL5167 R31 C CAC ACP-05 SIM 07-75 DH HS PW frame 07- 09.pdf FL5167 R31 C CAC ACP-05 SIM 75-75; 07-09,07-75,07-09.. 75-10,75-20 DH frame.pdf Quality Assurance Contract Expiration Date 09/13/2021 Installation.Instructions FL5167 R31 II IN0113 75-75 75-09 07-75 07-09 07-10 07- 20 DH 2X.pdf FL5167 R31 II IN0132-R11 75-75,75-09 07-75 07-09 07-10 07-20 DH 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party) Evaluation Reports FL5167 R31 AE EvalReport-IN0132-1111.Rdf Created by Independent Third Party:Yes 5167.16 75-75,75-09,07-75,07-09,07-10 Reflections 5500,Generations,Impressions 9800,6500 and 07-20 VangtagePolnte,PerfeXion Platinum Double Hung H-Mulled Triple Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL5167 R31 C CAC 07-09-10-20 and 08-09-10-20 Approved for use outside HVHZ:Yes Walverpdf Impact Resistant: No FL5167 R31 C CAC 07-75 waiver to 07-09.pdf- Design Pressure: +50/-50 FL5167 R31 C CAC 75-75 DH Triple 10904 RR PG50.pdf Other: 10904(+/-50 PSF) Quality Assurance Contract Expiration Date 09/13/2021 Installation Instructions FL5167 R31 II IN0060 75-75 DH Triple or Twin 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: hftps:llwww.floridabuilding.org/pr/pr_app dti.asp)Oparam--wGEVXQwtDqtZMlu87qOKmCtAC9nEO%2bU73oO%2bLzYElluO4h9s8kmwPQ%3d%3d- 5/6 7/1/2020 Florida Building Code Online 5167.17 75-75,75-09,07-75,07-09,07-10 Reflections 5500,Generations,Impressions 9800,6500 and 07720 VangtagePointe,PerfeXion Platinum Vinyl Double Hung H- Mulled Twin with Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R31 C CAC 07-75 waiver t 07-09.Ddf Approved for use outside HVHZ:Yes FL5167 R31 C CAC 75-75 DH Twinl w Transom 73x111 R Impact Resistant:No GP SO.D�f Design Pressure: +50/-50 Quality Assurance Contract Expiration Date Other:73x111*Glazing complies with ASTM E 1300-04-. 09/13/2021 Installation,Instructions - FL5167 R31 II IN0062-R7 75-75 DH Twin w Transom.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party; Evaluation Reports FL5167 R31 AE EvalReport-IN0062I R7,Ddf- Created by Independent Third Party:)Yes Dock Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copy_ght 2007-2013 State of Florida.::Priva 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 mall to this entity.Instead,contact the office by phone or by traditional mall.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 here. Product Approval Accepts: !Lei® tt A Credit Card Safe https://www.floddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtZMlu87gOKmlbtAC9nE0%2bU73o0%2bLzYE1lu04hgs8kmwPQ%3d%3d 6/6 y� REV. REVISION& RMSED Ere DATE: hpVlllllry,rr ` R 4/15/2020 7 .1 1 T.D.O' 12/23/09 LUCAS A TURNER,P.E. apA OVEO SIZES PFA NEw STING e[ T.D.D. 11/2)/II MODEL DESIGNATION: Simonton Double Hung Series 07-09 /07-10 /07-20 Vinyl Window Lucas Turner '*' *= FL PE 6 58201 _9f No.58201 tct_ TURNER ENGINEERING k g UPDATED SIZE CHART PER NEW TESTING T.D.D. 03/04/13 UM MAXIM OLTRALL NOMINAL SIZE: See Size Chart 2020.04.15 ='p; * 1WE CONSULTING,INC. 1 a!C B.S 0e/19/I5 14:18:15-05'00' . , , ? (CON 29779) 10 ADDED MIN EDGE DIST NOTE. DESIGN PRESSURE RATING:_ See Size (,"hart i Fa� OAp�'�(y`,� 2428OLDEN.A TTN 38320 1RL 11 ADDED N07ES 14 h 15-AAMA 800 LMH 08/31/17 USABLE CONFIGURATIONS, X "rrq��HIA�I���` PH.941-380-1574 X GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness MIN.EDGE DIST. through which the anchor screw penetrates is a minimum of 0.142". SEE TABLE 1 INSTALLATION FASTENER SEE TABLE 1 SUBSTRATE BY OTHERS MIN.EMBED. 6- 1 B" SEE TABLE,1 �— SILICONE CAULK (INT.PERIMETER) SIZE CHART SILICONE CAULK SEE NOTES 14&15 MIN.EMBED. Q \ OVERALL SIZE DP RATING SE(EXT.PERIMETER) 1/4-MAX SHIM SEE TABLE 1 E NOTES 14 k IS CIRCLED AT ANCHORS SILICONE CAULK WIDTH HEIGHT ANCHOR (INT.PERIMETER) "H" LOCATIONS H SEE NOTES 14 k 15 REQUIRED? 1 HEAD SUBSTRATE 0 48" fill" N0 *25 PSF 1 BY OTHERS 1/4"MAX SHIM 56" 84" NO 01 L AT ANCHORS CIRCLED ANCHOR LOCATIONS 36 63 NO _ 1/4'MAX SKIM RI . W REQUIRED FOR SOME SIZES, ;4 SEE SIZE CHART m 44" 64" NO (BY OTHERS) INSTALLATION:1: TABLE FASTENERS 1 t50 PSF 47" 71" 'YES SILICONE CAULK SEE NOTONE CAULK 53 76" YES SEE NOTES 14 k 15 SEE NOTES 14&IS 37" 84" YES t60 PSF MIN.EDGE DIST. SILICONE CAULK p 37" 76" YES *65 PSF SUBSTRATE SEE TABLE 1 (EXT.PERIMETER) JM�l 11 BY OTHERS SEE NOTES 14&15 SILL JAMB x NOTES: 1.This Installation has been evaluated for use In locations adhering to the Florida Building Code outside the HVHZ,and where pressure requirements as datemYned by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein. 2.Ali Interior and extorter perimeter surfaces of the window must be caulked. n 3.Anchor type,elm spacing,embedment,and edge distance shall be as specified In these drawings Use appropriate anchorage tram Table 1 according to substrate type.A minimum center-tocenter spacing of 3' shall be maintained between all masonry fasteners In any direction,and 1'mWmum center-to-center spacing for all other fastmenYsubsbs ale 4.Anchor embedment to substrate shag be beyond wail dressing or stucco.For masonry openings with wood buds less than 1-12"thick embedment shall be beyond wood bucks.If used,and Into masonry substrate.Wood buds with masonry are ckfastoptional. 5.Wood or masonry openings,buds,and buds fasteners,by others,shell be property designed and Installed to transfer wind Toads 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 whom gaps of greater than 1116'exist between opening and frame.Max shim stack Is 1/4'.Shims shall be bad-beadng and capable of transferring loads to the substrate. Q 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 �"VrMAX OVERALL'FRAME WIDTH product Is nat addressed In this claiming and Is the responslNlity of others 10.Glazing shag comply with ASTM E 1300. 11.All fasteners penetrating Into pressure treated wood shall be capable of preventing corrosion due to reaction with pressure treatment chemicals Any disslmliar 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 weer used for the analysis of woad screws only. 13,Products shag be constructed as specified In AT]test reports A9235.01.50147,C3513.01-109-47,C5631,01-109-47,C7745.01-10947,C9037.01-501-47,D0294.01-501-47 and D0296.01-501.47. 14.Use 100%pure silcone caulk compliant with AAMA 808 Section 5.Sealant Specificaflons for use With Architectural Fenestration Products.Make sum surfaces are completely free from all rid caulk,damaged wood,wood fibers,grease,all dirt,rust,mold or similar contaminants Vacuum and dean opening surfaces completely.A fully primed surface is recommended,but not required.Cleating of an surfaces should be TABLE 1: INSTALLATION FASTENERS TABLE done the same day of which the silicone caulk Is to applied For more details visit simonten.com. MIN EDGE 15.Caulk application:recommended air and surface temperatures at the time of application am to be between 40 and 90 degrees F.Insure all contact surfaces are d w wean and dry including the ne indow(s}Use a ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED OISYANCE backer red on 90 Joints>WAI'deep and/orwlder than 114".Flrdshed caulkloint should be a ndnimum of 3I8'deep and make fug contact with troth the new window and structural opening surfaces.Silicone caulk A CONCRETE 2 KSI MIN. 3/16"ITW TAPCON 1-1/2" 1-1 B" should be forced Into)alnt or compressed to assure full contact on both surfaces and to expel any air pockets HOLLOW OR GROUT-FILLED CMU _ _______ - - B 3/16"ITW TAPCON_ --- N'rO B IN 066 11 117 PCF MIN. 1' 2 __-_____--- F.A"' -- meapaiRE STATEMENT SIMO N' D C 2X MIN. SOUTHERN PINE WOOD 3/16"IITV TAPCON 1-3/B" 7/8" Thla document la the properly of Simonton Windows.whlN M: Oimenetand Tolerances w 1 N o o w s DRAW N BY: DATE: G=0.55 retains oil proprietary and other right.to Ile subject molter. unl Otherwise So 76.d C.LS. 03/22/06 D 2%MIN. SOUTHERN PINE WOOD 810 WOOD SCREW 1-3/8" 7/8" This document is provided to the reciplont on the expressedTEMPER: 1 Cochrane Avcoue G-0.55 condition That It to not to be dtedaned,reproduced to whole or Passboro,W V 26415 CHECKED BY:DALE: 16 GAUGE 0.060 MIN.STEEL 10-16 ITW TEKS - FULL THREAD 1 2" pat,nor used to conjunction with the design,manufacture or Decimals Angles E / SCALE: EET: APPR D BY:DATE: STUD 33KSI YIELD MIN. SELF-DRILLING SCREW repair of goods for anyone other than Svnonlon Window. FIT 'To, 1 F 1 B ALUM. 6063-T5 MIN. OR 10 RADE 5 SELF-TAPPIN FULL THREAD 1/2" without its consent. This restriction does not I'unit the A t•03SEWES:1 8"STEEL 36 KSIMIN DRILLING SCREW recipient'.rights to utnbm information contained to this xx t 01 0' 30 min. 07-09/07-10/07-20 DOUBLE HUNG document which is properly obtained from another source. EATMENT: .XXX 3 .005 nnE: FlLE:IN0066 1%BUCK INSTALLATION i City ofepliyrhills BUILDING PLAN REVIEW COMMENTS j 4 ,�J Contractor/Homeowner: l l/� '2. 7o i Date Received: �j Site: -/s, d A f4 Permit,Type: / b 06 y h i yr x4e vv i, ol�oo y Approved Who comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ i i This co ent sheet shall be kept with the permit and/or plans. �i JUL Kal ' S it —Plans Examiner Date Contractor d/ r Homeowner (Required w en comments are present)