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Home My WebLink About20-680 D F � Cityof Ze h rhills p Y �.., PERMIT NUMBER µ 5335 Eighth Street # r :° Zephyrhills, FL 33542 BAR-000680-2020 Phone: 813 780-0020 r` Fax: (813)780-0021 Issue Date: 09/17/2020 • r Permit Type: Add/Alter (Residential) Pro arty,,Number p .' 11 26 21 0010 04600 0065 15850 19Th Street .:wat.r;f`, '"`-r��`-?•a, __ - _ - <W, ; - ! - -.�:•aL"__-e 'A4a. s, .s2+e��.r`J•..;_;� a; Info2r riatlon.. . ',_.,„; Per'rm,iiiformation ,. ; <,f Contractor Info,Irmatton; ram"-.. Name: JEREMY&SUSANNE METZLER Permit Type:Add/Alter(Residential) Contractor:WINDOW WORLD OF Class of Work:Add/Alter Residential TAMPA BAY LLC Address: 5850 19Th St Building Valuation:$15,332.00 f ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Aj 4d YI Phone: (813)469-3657 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$15,332.00 Total Fees:$174.99 C i Amount Paid:$174.99 Date Paid:9/17/2020 12:21:55PM =a «s r _ :. Pro ect Desc�i `tion 13 WINDOW REPLACE&4 DOORS S/S `t Application Fees, }? Building Permit Fee $116.66 Building Plan Review Fee $58.33 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "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 be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-78M020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting L WSS619969111, 2999-6 a a %T��T 4V-3&�51 L7 /e,V_ Owner Phone Number Owner Name . ffle-f-r_ Owner's Addressl 6-g 5-o 10- :!54—. orh'I Is owner Phone Number Fee Simple Titleholder Name I - I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS { rbls3LIOT# SUBDIVISION PARCEL 113#5 -20-:)-t-cola- i),&x- V I —T (OBTAINED FROM PROPERTY TAX NOTICE) I WORK PROPOSED NEW CONSTRR R ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR = COMM OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL DESCRIPTION OF WORK &r-k 14 b OW6 BUILDING SIZE F ISQ FOOTAGE I HEIGHT 'BUILDING r 1,5 VALUATION OF TOTAL CONSTRUCTION . =ELECTRICAL Is AMP SERVICE 0 'PROGRESS ENERGY = W.R.E.C. =PLUMBING Is =MECHANICAL Is VALUATION OF MECHANICAL INSTALLATION =GAS Q ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 4#0 R 9 f 0 BUILDER COMPANY SIGNATURE REGISTERED YIN FEE CURREN I Y 1,N fU'lL4-1 XX%A.C&V('1f_ Address al�4.M License# 16 ELECTRICIAN COMPANY SIGNATURE REGISTERED I YIN FEE CURREN YIN Address License# PLUMBER i COMPANY SIGNATURE REGISTERED I Y/N FEECURREN LILN_j Address I License# MECHANICAL COMPANY = SIGNATURE REGISTERED I YIN FEE CURREN Address I License# OTHER COMPANY SIGNATURE REGISTERED YIN FEECURREN Y!N Address I License# I I 21113111111FINN X.R.2 5.ff V S.S.2 X,SSSS-,SS.2A*Sill N.X2 NWUS 8 9 WX NWZ 2 S-a.S X-C 2 SM X gal RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-OW Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite.Construction Plans,Stormwater Plans w/Silt Fence installed, San"Facilities&1 dumpster:Site Work Permit for subdivislonsliarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)woridng days after submittal date.Required onsite.Construction Plans,Stormwater Plans wl Silt Fence installed, Sanitary Facilities&I dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. *—PROPERTY SURVEY required for all NEW construction. 01 Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required.(AfC upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVERTHE COUNTER PERMITTING (copy of contract required) Reroofs If shingles Sewers Service Upgrades A/C Fences(PlotiSurvay/Footage) Driveways-Not over Counter if on public roadways-needs ROW 813-760-0020 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 property licensed and is not entitled to permitting privileges in Pasco County, TRANSPORTATION IMPACTlUTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may he 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't aw--Homeowner's Protection Gulde'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 itto the"owner'prior to commencement. 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 most standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not timitedto: - 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. I understand that the following restrictions apply to the use of fill- - Use of fill is not allowed in Flood Zone"W unless expressly permitted. - If the fill material is to be used in Flood Zone 'A', it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida, - If the fill material is to be used in Flood Zone"A"in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit Issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically Included in the apprrcation.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 sic(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 extenslon.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 RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH XQUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR N9110E OF COMMENCEMENT FLORIDA JURAT(F.S.117.03) OWNER OR AGENT // CONTRACTOR �� Subscribed and sworn to(or affirmed)before me this Subscribed and sworn to(or affirmed)before me this by by Who is/are personally known to me or has/have produced Who istare personally known to me or has/have produced as identification. as Identification. If >41t A^� Notary Public //�� (Q/1 l �l\ Notary Public 67 Commission No. Commission No. 1,.,�G -{ (0 a6c) Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped ,W Poe Notary Public State of Florida MEE] ry State of Florida r° +^ Laurie K Kraus My Commission GG 196200 usExpires 0311412022 ion GG 196200 412022 INSTR# 2OZ012SB43 BK 10154PG 1500 I08/10/2020 02:24pm Page 1 of 1 Permit Number Rcpt: 2191499 Rec: 10.00 0S 0.00 IT: 0.00 Property ID Number 11.16-,j1-opts -0'1600- oofrS- iNikki Alvarez-Soules, Esq. N® 1PIPCIE OF C®MMENCENATNr � Pasco County Clerk & Comptroller State of Florida F:.. a- _..vcc;��^ r -c,_�:.: -..e �.':�; =r „-:v rr;,• County Of THE UNDERSIGNED hereby gives notice that improvements vAll be made to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT. 1.Description of property(IWI de erip86o:— / --� G.L.� 2�e1,�c-w�ltS Qg Q Ei 3''� w 4—o S a.)Street ffah)Address: �$—$O I 5t- Zip 1.�e-�:�t% f=I-- 2.General description of Improvements: Replaeornent t indow Installation. 3.Ownee Information or Lessee Information if the Leese contracted for the improvement: a.)Name and address: .jerr 4ir57"j Z k;ts jr—L- 33 SH2 b.)Name and address of fee simple titleholder(if different thin Owner listed above) c.)Interest in property: Owner 4,Contractor Information a.)Name and address: Joseph John Pogesh 2010 20th Avenue Parkway Indian Rocks Beach,FL 33786 b.)Telephone No.: (866)946-3189 Fax No.:(optional) 5.Surety(if applicable,a coi3Y of tits payment band is attached) a.)Name and address: b.)Telephone No.: c.)Amount of Bond: 6.Lender a.)Name and Address b.)Telephone No.: 7.13emon within the Stmft of 1=farlda si$naf>od by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statute a.)Name and address: b.)Telephone No: �e.. Fax No.:(optional) 8.s.ln addition to himself or herseff,@lrarrer designates of to receive a copy of the Lieno o" e provided in Section 713.13(1)(b),Florida Statutes. - b.)Telephone No.: Fax No.:(optionao 9.Expiration date of notice of commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be 1 year from the date of recording unless;a different date is specked): WARNING TO OWNER:ANY PAYMENTS VZADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF C0MMENCELIENT ARE CONSIDERED IMPROPER PAYFAENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COli UENICEMENlT. Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of ffpjfnowlecjge and belief. zp fie/-r.L j -r-_ rn Ems-&1-,,=fQ- �xr cam, CEz��r' (Sig re or Ovaner ar see,or owners or Lessee' /Director/PartnedManeger) (Print Name a Provide Signatory s Title/Office) The fo going ins meat was acknowledged before me this �l, _ day of �'u� 2020 by _5cm--7 a as Owner 00, (Mm cf authority,e.g.trustee,attorney in fact) for self as (Name of Person) (type of authority,e.g.trustee,attorney in fact) for (name of party on behalf of whom instrument was executed) Personally Known ® Produced ID Type of ID Drivers License Notary Signature Print Name Notary Public State of Florida a� 4; Daniel Kang My Commission GG 173196 +�aa Expiresol/07/2022 STATE OF FLORIDA,COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A "° TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE > y d4> a 4 WITNfoMY HAND AND OFFICIAL SEAL THIS ;✓ � (y DAY OF 2 NIKKI ALVA Z SOWLES, CLER &COMPTROLLER BY DEPUTY CLERK f Tr1 Window and Sliding of Tampa , 4-' aay,LLC c Patio Door Contract .Sux�ZQty Ilse S'eet dirt -Lem r Showroom 10741 Endeavour Way#C. FL Contracor's License#SC6131151663 Location: Seminole,FL 33777 1.866.WIND.189(866-946-3189) E-Mail: Windows Remaining Doors Remainin Name:^ - Prima Phone:Sf - 69-365 Address: "%sT Cust ID#:It 0 _0 Second. Phone: City: titit FL Zip: 974 Other Phone: Windows CITY Options ANT TOTAL Series Model# Half Screen $10 ESP CITY Double Hung - (up To 11a u.l.) AMT TOTAL Full Screen $22 8000 DH Weld/Weld 8401 $285 1I Double Locks(>30"wide) $9 ESP 7700 DH Weld/Weld 7701 $225 fy Argon Gas $21 ESP 4000 DH WeldMeld 3001 $225 )�Foam Insulation Wrap $12 ESP 8401/7701 Double Hung>114 ul Add $40 17, DP Rated Glass N/C INC. CITY Other Styes Model# AMT TOTAL Beige or Tan or Clay Vinyl Color $37 ( Picture -(�Yse-t•14-L 77ey $829' fib,_ Wood Grain-Inside Surface $126 Picture -(>114 U.I.) $409 Exterior Color w/Full Screen $206 2 Lite Slider-(Up To 114 U.I.) 77c)a, $329 t%T 7,Low-E Elite Glass(App^.21) $65 ESP 2 Lite Slider-(115 To 138 U.I.) $389 Tempered Glass Per Sq FL AMI-$71 WIN $15 Ct 2 Lite Slider-(>13e U.I.) $479 _a-0 Obscure Glass Sq.Ft. (Rain/STD) $7 s 1 Casement/Awning $389 Tinted-Grey or Bronze Sq.Ft. $7 3 Lite Slider-(Up To 114 U.I.) $440 Colonial/Contoured Grids $51 3 Lite Slider-if 1s To 138 u.I.) $520 OrieUCottage Style 60/40 $26 3 Lite Slider-(>138 U.I.) 77v3 $590 1 770 177 Energy Star Pack-ESP $79 (u y 8400 Series Upcharge-Add $60 CITY Additional Labor Charges AMT TOTAL 8403&8409 3-L >127.UI-Add $60 2-Lite Slider Inst.>114 U.I.ADD $40 Single Hung Special Shape 07HP $559 Remove Steel Window $50 Specialty Windows 3-Lite Slider Inst. ADD $80 kp CITY TYPESHAPEBMODEL# U.I. AMT TOTAL , 2 Installation-Standard $150 y $ —+�Recess Opening $50 $ Install Custom IntlExt Trim $40 $ Additional Story Charge-Per Floor $10 $ Instal(Exterior Capping $125 $ Bay Window Finish&Trim $300 $ Header Flashing(Required For Siding) $12 $ Repair Sill OR Jamb Per Ft. $25 $ Structural Mullion for multi-unit $90 $ Replace Interior Marble Sill $110 $ Replace Exterior Concrete Sill $335 $ Install pocket Door $800 Sliding Patio Doors 0ofPanels Maintenance Agreement-#of Windows CITY Manufacturer-Model# /Track. AMT TOTAL InstallWOCD-LOCKS $50 $ CITY 5100 Series Sliding Patio Doors AMT roraL $ 511 Series Patio Door 5'-51 i5-6'8" $1,045 $ 511 Series Patio Door 6'-51i6-6'8" $1,112 ooao- Window World continues to maintain the Good 51i Series Patio Door 8'-5118-6'8" $1,314 UM1SE;EEVI� Housekeeping seal of approval,and all our Low-E Elite Glass w/Argon Per panel $90 windows are Gold label certified, ensuring MA Grids-Patio Door Per Panel $60 our window systems are of the highest quality. All of our .so�o Beige-Patio Doors Per Panel $75 windows have Double Strength Glass and DP rated glass. LABEL Sliding Door Frame Installation $250 PRE 1978 BUILT HOMES(Federal Lead Containment Law) Panel Installation Add-Per Panel $85 . My Home Was Built In The Year /; //6b Initials: _ 8'Tall Panel Installation Add-Per Panel $25 1% n Y 1 Exterior Color-Per DOOR $411 The buyer is responsible for: Window World agrees to install windows and doors You the buyer may cancel this •Securing,identifying,and completing all HOA and Sub as noted above and on the attached order form and to transaction at any time prior to division rules,requirements,and applications, perform other services as specified above for the price midnight of the third business day Removal and re-installation of any existing security quoted on this form.No other promises, expressed or after the date of this transaction. system,burglar bars,A/C units,window coverings,and/or Implied,are made except[hose expressed in writing Notice of cancellation must be in obstructions prior to installation. on this agreement. Additional charges forremoving items are at the following writing postmarked no later than rates:A/C unit-$50;curtains/Blinds-$25/Window;Furniture- If Window World seeks legal counsel to enforce midnight of the following third $10/Item;Shutters-$So each. obligations under this contract,Customer agrees to business day. INITIALS: P - Pay reasonable attorneys fees and costs. INITIA No extra work if not in writin-df Customer Agrees to the terms of payment as foll ws; Total List Price $ Trip Charge and Administrative/Site Setup Fee$100 $ 100.00 Permitting Fees $ ts�— Total Amount $ �,bbtf CK# Custom Order Deposit 50% $ Balance Paid to Installer upon Completion $ WINDOW WM Loan Approval# Amount Financed $CAR Round Up&Contribute to St.Jude$ VISA AMEX M/C DISC# Exp.Date Sec.Code E ��.;� mp.# 'Estimator Date wn Date WMm wend of Tempa Bar.U-C d@l,webow word.Wald of Windows �Y" �"" -rr•- '�"-;cy-:.; t>' `'—• •F e wnaetooy-odginai Ysoe covy-asm,ear caner Date • _ " Huttig Hinged f Bay,u Door Contract vu.,O; C - - ,rojc:•. aaa," Showroom 10741 Endeavour Way#C Location: Pinellas Park,FL 33777 FL ConVacors License#5CC131 151863 1.866MIND.1891866-946-3189 culD: Name: Home Phone:8f t Address: 5 C. : ST: FL ZIP: 3S'ta. Work Phone: Cali Phone:' E Mail: ENTRY DOORS PATIO DOORS-With LOW-E Glass Family Me del Price Full Lite QTY Family Model# Price QTY # i - PATIO DOOR OPTIONS fi qTY Family Model# - Price Grids(Steel) - Lite - Grids(Smooth) Gods(Fiber Classic) t Internal Blinds Fan Lite QTY Family Model# Price Paint Stain(Fiber Classic Only) - _ ADDERS&ACCESSORIES Cut Doom Height of _ !1 Eldended Jamb-Size_ QTY Family Model# Price Bail Bearing Hinges Panel 24 IV Ai 0 Full Oval QTY Fahilly Model# Priceor SIDE LITES D6cor QTY Family Modal# Price FACTORY FINISH ENDOCOTE-10 yr Warranty _ -ALL DOORS COME NOTFiMSHED UNLESS SPEC1F1ED 8ELOW. toil #Slabs Color Name(s) Paint One Color(Per Slab) Paint Two.Colors(Per Slab) — STD QTY Family Model# Price — Stain One Color(Per Slab) — Stain Two Colors(Per Slab) — Painted Frame-Int&Ext _ — Aluminum Clad Jamb - Installation _ instaiiation-Side Ute $150 — Special QTY Family Model# Price Instal et on-Double Slab b $636 \NINDOVI(\iVoRLD St. Children's Research - Hospital Contribution: PRE 197E BUILT HOMES(Federal Lead Containment Law) CAREMy Home Was Built In The Year r�� .Initial kt 3 The buyer is responsible for the removal and reanstagagon of any existing secudty system,burglar here or AIC units and for removing all wintivx coverings anNor obstructions prior fa - 7 The n. onsitd7angasforremov(ng0emsateBiShafanowngrate&A/cUnit•55a;Curtains!Blmdw325Nfndow,Furniture$oAtem;Shutters350par.Installati tiI •Window World agrees to Install vandals and doors as noted above and on the attached order farm and to perform other senates as speed above for the pdta quoted on _ o other prorNsas, a rpressed or Implied,are made exi:ept those eRpressed irrarri5no on this agreement rees to pay reasonable attorneys s end costs. -If window World seeks legal counsel to enforde oblige we undue this contract Customer ag fee You the buyer may cancel this transaction at arty time prior to midnight of the third business day after the date of this transaction. Notice of cancellation must be in writing postmarked no later than midnight of the following third business day. THIS IS A CUSTOM ORDER NOT FOR RESALE! No extra work If net in vni#4na! Customer Agrees to the terms of payment as follows: $, , Total List Price / �o C-M y�.00}w, •Se as4icy Site Setup Fee I Trip Charge$100$ �l fir $ Permit+$149 Acquisition Fee:.$ Total Amount$ ` CK# Custom Order Deposit 50e/o $ Balance Paid to Installer upon Completion $ Amt Financed $ , _ Loan Approval# NSA AMEX me DISC gyp•Date, �[S�ea�.Code Date rap # Estimator Dater of Wintivx woAao(TemCaOH.t-ra d'a W,wM4 wood m Wlrc era'Date. WTie Copr-Oddna ye-cwy-Fda pink Coy'•Cuq . Oran Cop)-asdmnta C 'm cz) t-V - -7 0 - =- - MIR BCIS Home Lag In User Registration ? Hot Topics ? Submit Surcharge Stats&Facts ; Publications Contact Us aCiS Site Map Unks Search d. FI Jda ;y= Product.Approval a USER:Public User j+ro6pc[Anptovai Menu>Fradutt pr Apptication Search>Application List>Application,Detail FL# FLI5819-R10 Application Type Revision Code Version 2017 to Application Status Approved Comments Archived Product Manufacturer Wincore Window Company,LLC Address/Phone/Email 250 Staunton Avenue Parkersburg,WV 26104 (304)485-7460 Ext228 mreed@wincorewindows.com Authorized Signature T c ian Wrighti ALL WORK SHALL COMPLY WITH PREVAILING "rTbRIDA BUILDING CODE, Technical Representative Mike Reed NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS Address/Phone/Email 250 Staunton T, APICES Parkersburg,W (304)485-7460 Ext228 mreed@wlncorewindows.com Quality Assurance Representative Mike Reed REVIEW 4}A� S`Er Address/Phone/Email 250 Staunton Turnpike Parkersburg,WV 26104 CITY�� d. �y 1 d Go2o (304)485-7460 Ext 228� � F— Y��1 mreed@wincorewindaws.c EXAMINER Category Windows EXAMINER t Y Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer s Evaluation Report-Hardcopy Received Florida.Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15819 Rio COI (b)Certificate of Independence.ndf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSAIOI/I.S.2/A440 2008 AAMA/WDMA/CSAIOI/I.S.2/A440 2005 ASTM E 1300 2004 ASTM E1886 2005 ASTM E1996 2006 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 02/20/2019 Date Validated 02/20/2019 Date Pending FBC Approval 03/01/2019 Date Approved 04/16/2019 Summary of Products FL# Model,Number or Name Description 15819.1 a.8400 Series Vinyl Double Hung Extruded PVC Double Hung Window with"Non-Impact" Window Insulated Glass Limits of Use Installation Instructions Approved for use In HVHZ:No FLIS819 RIO 11 (b)Inst 15819.1.1)df Approved for use outside HVHZ.Yes Verified By! Lyndon F.Schmidt,P.E.43409 Impact Resistan t:No Created by Independent Third Patty:Yes Design Pressure:,NIA Evaluation-Reports Other::See INST 15810.1 for Design Presgure Ratings,any FLI5819 RIO-AE (a)Eval 15819.1.pd additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15819.2 _Tb.8800 Series Vin"y]Double Hung Extruded PVC:Double Hung Window with"Impact"Insulated -8800 S-r! s Window ind,, Glass Limits of Use Installation Instructions Approved for use in HVHZ:No FLISS19 RIO II (b)Inst 15819.2,L)d Approved formse 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 15819.2 for DesignPresiure Ratings,any FL15819 R10 AE.(b)Eval-15819,2.pdf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 15819.3 C.8900 Series"HVHZ'Vinyl Double Extruded PVC Double Hung Window with"Impact"Insulated Hung Window Glass Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLISS19.RIO 11 (c)Inst 15819.3.0d Approved for use.outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by In-dependent Third Party:Yes Design Pressure:N/A Evaluation Repot Other:See INS?15819.3 for Design Pressure Ratingsi any FLI581 RIO AM(b)Eval 15819-.3.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars; i. 15819.4 d.400 Series Viny:i Double Hung Extruded PVC Double Hung Window with Nailing Fin-"Non- Window Impact"Insulated Glass -1 Limits of Use Installation'Instructions Approved for use in HVHZ:No -FL15819 R10 71 (al Inst 15819.4.odf Approved for use outside HVHZ:Yes Verified By:Lyndon,F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15819.4 for Design Pressure Ratings,any FL15819 RIO AE (a)Eval 15819A,od additional.use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15819.5 e.500 Series Vinyl Double Hung Extruded PVC Double Hung Window with,Nalling Fin and I Window Integral"J"Channel-"Non-impact"Insulated Glass Limits of Use Installation Instructions Approved for use In HVHZ:No FL15819 RID 11 (al Inst 15819.5.pd 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 15819.5for Design Pressure Ratings,any FL15819 RIO AE (a)Eval 15819.5.pd additional use limitations,installation Instruktions and product Created by Independent Third Party:Yes particulars. 15819.6 f, 5400/5400S Series Vinyl Double Extruded PVC Double Hung Window With"Non-Impact" Hung Window i Insulated Glass_(Double Strength Glass with Reinforced Sash) Limits of Use Installation Instructions Approved for use in HVHZ.,No FL15819 R10 71 (a)Inst 25819.6.D(Jf Approved foruse 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 15819.6 for Design Press6re Ratings,any FLI5819 RIQ_AE. (oval 15819.6,odf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. T 15819.7 g.5400?'5400S Series Vinyl Double Extruded PVC Double Hung Window with"Non-Impact' Hung Window Insulated Glass(Single Strength Glass,with non-reinforced Sash) Limits of Use Installation Instructions Approved for use In HVHZ:No FI_15612 RIO 11 (a)In§t 15819.7.pd 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 15819.7 for Design Pressure Ratings,any FL15819 RIO AE (a)Eval 15819.7.6df additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. 1 1 15819.8 h.7700/9000 Series Vinyl Double Extruded PVC Double Hung Window with"Non-Impact" Hung Window Insulated Glass Limits of.Use Installation Instructions Approved,for use in HVHZ:No FJ_15819.R10 11' (a)Inst 15819.8.pd 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,Repbrts Other:See INST 15819.8 for Design Pressure Ratings,any FLI5819 R10 AE (a)Eval 15819.8,pdf additional use limitations,installation instructions and,product Created:by Independent Third Party:Yes particulars. 15819.9 1.7700/9000 Series Vinyl Double Extruded PVC Double Hung Window(Reinforced Sash.)with Hung Window "Non-Impact"Insulated Glass Limits of Use Installation Instructions Approved for use In HVHZ:No FL15819 RIO 11 (a)-Inst 15619.9,Dd 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 15819.9 for Design Pressure Ratings,any FL 5819 RIO-7A:E (al Eval 15819.9,ndf additional use.limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. FEE FE Contact Us::2601:Blalr Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2023 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 mail to this Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275 (1),Florida=s'n'tifrective October 1,2012,licensees licensed under Chapter 455,F;S.must pro vide 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 theLpublic.To determine it you are a licensee under Chapter 455,F.S.,please click bMr_ Product Approval Accepos- "M.M C--a Credit Card Safe ST MAX FRAME WIDTH -A 45•MAX D.LO.WIDTH � : '•,�: d .( z WINDOWS&DOURS f 'I* •`�,��n 254 Staunton Tumptke;Parkcvsburg,WV 26104 •�♦ > m X ° 7700 / 9900 Series ►� E z m o a =a lfin- I Double Hung � � `� � � a Z 3a Window �� ba w r o "NON-IMPAcr` J/ E2-.t 02 o= r . GENERAL NOTES M 0 i. Thls.product has been evaluated and is in compliance with the 6th Eddlon(2017)Florida Building Code.(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). a a 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wan dressing TG2445.0 -- D L4 D4RAMrEON._' DIMENSION _ DESraN VRESSUItE ttSF) MA1L MAX ESJUIrEt►sI) MAX.. MAILGLASS. Or5ttlCCO. ERAME .. .. roSIt1VE.3. Whenused.inareasrequiringwindbornedebrisprotectionthisxESD' 25,Irx247s -SSA Uox645° 290"X277S Gl,G2 +40.0 -4D.0product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2&R30121.2. Sao"x 40.D' 45.rr x 1&75- •45.0 ago•x 70A• 25.T x 3a7s Gi,G2 +40.0 .40.0 B�8°x o tf1 4. For 2x stud framing construction,anchoring of these units shall be the x 4a0 4t.5r x t5.7s Gil G2 +45.0 45.0 520'x so o° 4s.o^x 2a7s Gt,G2 +35.0 •35.0 , � q some as that shown for 2x buck masonry construction. 44.0'x 44.E 37.a'x te.7s G1,02 +45.0 1 •45.0 4ao-x b4.0' 41.0'x 22as Gil G2 +35.0 -35.0 5. Site conditions that deviate from the details of this drawing require 4aTx Szar 3W X 21.7s Gil G2 +4$.0 45.0 44r x 40.U' 37A'x 25.75 Gil G2 +35.0 -35.0 j further engineering analysis by a licensed engineer or registered 36 0'x 56 0' 2f.D'x 23.75 Gil G2 +45.0 45.D 40.0 x 45.7 3a a x 2s7s Gt,G2 +35.0 •35A =w U=architect. Z on�nr s 32.0r x 44.0' 25r X 21.75' Gt.G2 +45.0 45.0 34.o-x 72.0• 29.ar X 31.75 Gil G2 +35.0 •35.0 CABLE OF COMENTS 52.01X444' . &WX t7as Gil G2 +40.0 -40,0 52.a'x dw 450 x 2575 Gl,G2 +30.0 -30.0 a-1 cy z in 5NEE1t1 DESCRIMON 1 Typical elevations,des gin andjenerat notes 4&r X 45.rr 41.tr x 1las Gil G2 440.0 •40.0 45.4"x 64V 41.6'X 27.7s Gt,G2 +30.0 _3" a1E: 6123114 z 2 Horhantalcrossssctions WALL N.T_.5. 3 Vertical cross sections 44r X SLtr 37.0•x21.15' G1,G2 440 0 40.0 44.W X 70.0' 37A'X 30.75' GI,G2 +30.0 -30.0 own.sr: JK 4 Bucka o 5 Bifl of materials,Components&glaing det 40.0'X 5Q0" a3.0'X 2175- G1,G2 44U 40,0 40A"X 72.tr 33Z X 31.Ts G1,G2 t30.0 30.0 dot go LFS owwrtm rm: rc a 52.0-X nr I 45.0•X31.7s• Gt,G2 +25.0 1 .25.0 FL-15819.8 a SHEEP 1 OF 5 d * INTERIOR ��,: •�s�11� _. SEE DETAIL I GT G2 ?j;• ". 3 r ��j} �+ � m w � : srI``�••. ,•::``````w 7>°n aka 2 ® 7 r� Q ��rr 11II� c�i N 0. U Z'S � E� /l1 10 2 t c' ' m a a T im'•t cz DETAIL i X Gi G d 4 Td �3 V7 EXTERIOR - - �� RIZONTA L CROSS SECTION --_ _ . m m z n HO - - - --- - --- 4 _ N ` 2 Shown direct to =IV rtt nO ¢ �U 2 �- 3-W o� y 3' 3 (1rP.1 i-Im MIN. a EMB.(Trn,) E INTERIOR G2 SEE DETAIL I T C u SEE DETAIL I C I CsT 5 p B F 5 GI G2 INTERIOR N�N I-IMMIN. Em{TYP.j � a k'v,avwi • b � i GW3 � n . .3 a� z t t O N N Q h LLL3333 - ro tp.-tp Q m 2 U v T6 d GI G2 d T6 A oac s 23 14 EXTERIOR se". N.T.S. p EXTERIOR E MM..ar: JK. _ .m 3xNORFZOMAC CROSS SECTION c�+ M. L Fs �O m f 1 RRONTAt CROSS SECTION a � 2 Shown wJ 2X buck 2 Shown w/1 X buck Dwwwc Ho.: FL-1587,4.8 0 Srfm 2 of 5 IN v N IMF mi O• l� �n � w Q z o m C1 I-IM MIN. �a EMS.UYP.) O ri ro v � o 0 i-T/4".MIN. EMB.(TYP.) 0 On CL yn a o� i 79 o. tv ' No.43408 PRODUCT., Doc4manft Pond 8y.,r •yam 770D 4800 SERIES Lyndon F. Schmidt 4 6 01 17 UPDATE TO 6TN EO• 2017 FBC la j PIE No. 41409 �il/�. 1`,`\�� E - rn Vinyl Double Hung endow ��+ s 3 5 1O i6 REVISE INSTALLATION SCREWS LFS y w 2 f 2T.15 UPDATE TO STH ED. 2014 FBC L PART OR ASSEMBLY: /�}{y BUILDING CCNSULTANIS;�IuLT. . 8 25 14 REVISE SERIES N0. JK VERAG4L u M�P.O. Box 23C.Vault*,.FL 33 595 ju. eo I' NO DATE 6Y CROSS SECTIONS Phone No.: 813-559.9197 REVISEONS FBPE CA No: 9s13 201 4 R.W.Bull IN*Gc'aB p-ydt+'!a h+o. BILL OF MATERIALS DEMti DESCIVRON MAMUAL n© A, 1XBUCKSG;=0.42, WOOD �U o B 2X BUCK SG 0.42 WOOD C I/4"MAX.SHIM SPACE - U N iv .• o o'e D. 1/4"X 2�/d"PFH ELCO OR IiW CONCRETE SCREW STEEL o r-' ��Q �; MASONRY-3 MIN.CONCRETE CO FO 1 Gs k t { ��'•'•,•• ••• •••i,.`� ~'>°,fO; E ] W BL CO ING TO AST G40 CONCRETE n D C] /�i *• t�� m u F #8 X 7'PAN HEAD/TRUSS HEAD WOOD SCREW(1-3ff MIN.EMBEDMENT)" STEEL Q t t t l t► $ r z G i/4"X 2-1/4 PFH ELCO OR ITW CONCRETE SCREW STEEL (— I. O.OT ` z z° I FRAME JAMB'(DH 7701) PVC —t 9 \ g 2 SILL!(DH 77031 PVC 26" 37� O]I" y lA 3 FRAME HEAD`(DH 770i PVC " a '` 4 UPPER SASH STILE' SE3035) PVC / 1FIG4MENEADd�AM6 2 SNi A H-MLE\zJ TOP 5 LOWER SASH STILE'(SE 30451 PVC 8a 6 GLAZING BEAD' PVC i.d2 3 a 7 KEEPER RAIL UPPER SASH'(SE 3034) PVC )-- t.9"--( 9 LOCK RAIL LOWER SASW(SE 30461 PVC 1 (� O.T78 �` ;V 11 TOP RAIL UPPER SASH' SE 3M71 P.VC 12 BOTTOM RAIL LOWER SASH'(SE 3047) PVC ti o 16 - WEATHERSTRIP'ULTRAFAB-.270 PILE=270-1875B 17 WEATHERSTRIP SI ULB(AMESBURY 32690) 0.051" 19 HEAD ADAPTER'(DH 3005) PVC. -- 121" EER RAIL LOCK 8513!$845 tAWRENCE PVC GLA}N6€EASASN STILE om 21 KEEPER 2700-214 LAWRENCE PVC Bow k.! UpperSosh z R 22 #8 X 1"PFH(VINYL LOCK SCREWS) ZE STEEL a a v 23 #6 X I-1 i7'PFH(VINYL LOCK SCREWS) S1EEL 24 TOP SASH ALT LATCH-ASHLAND PVC I.66" ry 204"—"-{ 2 p5" 28 PIVOT BAR-CALDWELL ! 29 #8 X 1/T SELF TAPPING PPH SMS STEEL o o L Or U 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY D. 5 � 0 07 C2OA7" — ^ EXTRUDERS UCENSS IN"AAMA C(li1TFlCATION PROGRAMS FOR RIGID PVC EXTRt15TON5". LL t� N y N --�. TAT u t'r ��fvx a 9 LOCK RAIL T TOP RAR 12 B01TOM RAIL LawwSmh Upper5oxh Lowe Sash z O va'ii P2 fass�i �crlz�IL 2 1,7R 117 GLASS BITE TO F m^M TtT6"X I llib"X 1!7 2.B8 GLAZINGTAPE HICKGLASS GLAZING TAPE 7/8`THICKGLASS OAT" j O N N Q n 8"ANNEALED 1!8 ANNEALED 131 __ L. m m ,�o OZ OAV SoAex"PVB INTERLAYERAIR SPACE I/TANNEALED8"ANNEALED tArANNEALED6,23 14OS--I s N.T.S. T SPACER INIERCI3 T SPACER JK m GEAZENG DETAIL C3 cm Ire LFS G1 (SeeGenemlNote3,Shoetl) G2 (SeoZGenemltoe3,5hoeti) 19 NEAdADAPiER 28 PEVOTBAR o Oruwn�Oxo; FL-15819.8 c a 5' OF A R R. W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry P.O.sox 234 Vairico,FL 33595 Phone.813.559.9197 Florida Board of Professional Engineers Certificate ofAuthorization No.9813 i / FL-15819.8 ! { Product . Sub Category Manufacturer Product Name Category Wincore Window Company,LLC. 7700 19 000 Series 260 Staunton Turnpike Vinyl Double-Hung Windows Double Hung I Parkersburg,WV 26104 Window "Non-Impact" Scope. This is a Product Evaluation report issued by:R W Building Consultants♦inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Wincore-Window Company,LLC.based on Rule Chapter.No.61G20-3,Method I of the State of Florida:Product. Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt, P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations 1. This product has been evaluated and is in compliance w ith the 6th Edition(2017)Florida Building Code-(FBC)structural requirements excluding the"High Velocity Hurricane.Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown;on details.Anchor embedment to base material shall be beyond wall dressing or stucco: 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact-resistant covering that complies with FBC Sections 1609.1.2&.R301.2.1.2. 4. For 2x stud framing construction,anchodng.of these units shall be the same as that shown.for 2x buck masonryconstruction. 5. Site conditions that deviate-from the details of drawing FL-15819.8'require further engineering analysis by a licensed.engineer or registered.architect. 6.. See drawing FL-15819.8 for size and-design pressure limitations. Supporting Documents. 1. Tes4 Report No. Test Standard I Testing Laboratory Signed by TEL 02801070 AAMAWDMA/101/I:S.2/A440-0.8 Testing Evaluation Lab.,inc, VX'Wright TEL02801071 AAMA(WDMA/1A1/i.S.2/A440-08 Testing Evaluation Lab.,Inc. V.K.Wright 2. Drawing No. Prepared by Signed&Sealed by No.FL-15819.8 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt;.P.E. 3. Calculations Prepared by Signed_&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon-F.°Schmidt,P.E. ASTM E1800 Glass Load Lyndon F.Schmidt,P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Wincore Window.Company,I.I.C.is manufacturing products within a quality assurance program that complies with ISO/iEC 17020 and Guide 53. �¢4i rrrr� I bn pn R ♦ R I aY k , ny _tOF �dr Lyndon F.Schmidt,RE: FL PE No.43409 7/19/2017 Sheet 1 of 1 ill mirlin, at mill lone: Customer Name Phone Address city Zip WIDTH x HEIGHT MM MM EM MM MM 010011011�:I nm on MMMMMI Om MMME=. IMMMM==NE=wMMMwMwMMMM �U= mmm I NMI ===&MMII Om mm=�I�MMMMMEEMMMMMOMWMMMM v � rc-D � v t mw� �3( �A � µs .lYl�.."f �./� aCIS Home Log In User Registration Hot Topics Submit Surcharge ; Slats&Facts Publications Contact Us 805 Site Map 1 Links Search Fioada Product Approval pr USER:Public User - P obUO Approval MM>Pam,{ Ltt o konjlcatFon march>Aoolicatloo List>Application Detail MOO��' 1 FL# FL15819-R10 Application Type Revision Code Version 2017 ce Application Status Approved Comments Archived Product Manufacturer Wincore Window Company,LLC Address/Phone/Email 250 Staunton Avenue Parkersburg,WV 26104 (304)485-7460 Ext228 mreed@wincorewindows.com Authorized Signature Vivian Wright rlckw@rwbldgc I 'SHAI.lk. fi�V`tPlr's'WITH ¢��VAILIN ` r^ ��ryry �}y'y7 rF� ,-�*� rram�`` co�Es a.- Technical Representative Mike Reed g�t� i "P i + Ork) Address/Phone/Email 250 Staunton I _QO�IAI_ �t^ Parkersburg,w fI41 pIr- (, i .Iwrµ,; I-III.ILLS � —i (304)485-74600PINA'�`±;t*�r mreed@wincore ws.com Quality Assurance Representative Mike Reed Address/Phone/Email 250 Staunton Turnpike Parkersburg,WV 26104(304)485-7460 Ext228 R�� Y �TtE 3� mreed@wincorewindows.copn.t'T `At Category Windows t� Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan 1.King,P.E. o�6 Validation Checklist-Hardcopy Received Certificate of Independence FLI5819 R10 COI (b)Certificate of Indeoendence.nd Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2008 AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E 1300 2004 ASTM E1886 2005 ASTM E1996 2006 TAS 201,202,203 1994 Equivalence of Product Standards Certified By 1 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/20/2019 Date Validated 02/20/2019 Date Pending FBC Approval 03/01/2019 Date Approved 04/16/2019 Summary of Products FL# Model,Number or Name Description 15819.1 a.8400 Series Vinyl Double Hung Extruded PVC Double Hung Window with"Non-Impact" Window Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS819 R10 II (b)Inst 15819.1.tdf 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 15819.1 for Design Pressure Ratings,any FL15819 R10 AE (a)Eval 15819.1_pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15819.2 b.8800 Series Vinyl Double Hung Extruded PVC Double Hung Window with"Impact"Insulated Window Glass Limits of Use Installation Instructions Approved for use in HVHZ:No FL15819 R10 II (b)Inst 15819.2.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant Yes Created by Independent Third Parry:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15819.2 for Design Pressure Ratings,any FL15819 RIO AE (b)Eval 15819.2.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15819.3 c.8800 Series"HVHZ"Vinyl Double Extruded PVC Double Hung Window with"Impact"Insulated Hung Window Glass Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS819 RI0 1I (c)Insf 15819 3.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 15819.3 for Design Pressure Ratings,any FL15819 R10 AE (b)Evat 15819.3.Ddf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15819.4 d.400 Series Vinyl Double Hung Extruded PVC Double Hung Window with Nailing Fin-"Non- Window Impact"Insulated Glass Limits of-Use Installation instructions Approved for use In HVHZ: No FLISS19 R10-11,(a)Inst 15819.4.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 15819.4 for Design Pressure Ratings,any FL15819'R10 AE (a)Eval 15819.4.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15819.5 e.500 Series Vinyl Double Hung Extruded PVC Double Hung Window with Nailing Fin and Window Integral"I"Channel-"Non-Impact"Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ:No FL15819 R10 11 (a)Inst 15819.5.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 15819.5 for Design Pressure Ratings,any FL15819 R10 AE (a)Eval 15839.5.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15819.6 f. 5400/5400S Series Vinyl Double Extruded PVC Double Hung Window with"Non-Impact" Hung Window Insulated Glass(Double Strength Glass with Reinforced Sash) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15819 R10 11 (a)Inst 15819.6.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 15819.6 for Design Pressure Ratings,any FLI 5819,'R IQ AE (al Eval 15819-6,r)d additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15819.7 g.5400/5400S Series Vinyl Double Extruded PVC Double Hung Window with"Non-Impact" Hung Window Insulated Glass(Single Strength Glass with non-reinforced Sash) Limits of Use Installation Instructions Approved for use in HVHZ:No EL15119—B 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 15819.7 for Design Pressure Ratings,any FL15819 RIO AE (a)Eval 15819.7.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15819.8 h.7700/9000 Series Vinyl Double Extruded PVC Double Hung Window with"Non-Impact" Hung Window Insulated Glass Limits of Use Installation Instructions Approved for use In HVHZ:No FL15819 RIO 11-(a)Inst 15819.8,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 15819.8 for Design Pressure Ratings,any F1.15819 RIO AE (a)Eval 15819.8j)df additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 15819.9 i.77)0/9000 Series Vinyl Double Extruded PVC Double Hung Window(Reinforced Sash)with Hung Window "Non-Impact"Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ:No FL15619 910 11 (a)Inst 15819,9.odf Approved for use outside HVHZ;Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15819.9 for Design Pressure Ratings,any FLI 819 Rio AE (a)Eval 15819.9j)df additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars, Pack ED Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Canyyriahj 2007-2013 State of Florida, :Privacy StatZmen ::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 mail to this entity•instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to section 455.275 (1),Florida Statutes,effective October 1,2o12,icerviees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The of emalls provided may be used for cial communication vilith 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.licensee under Chapter 455,F.S.,please click here. Product Approval Accepts; M=MOM Credit Card Safe I T MAX FRAME WIDTH ......4(....... MAX D.I.O.WIDTH Z A.. Ile: .0 0i > WINDOWS&DOORS "C 250 Staunton Turnpike,Parkersburg,WV 26104 1P z fit .. 0 is z 7700 9900 Series 2� O.W Z X 5 ad, IL Vinyl! Double Hung 4-- gz 0 Window X "NON-IMPAcr, Chv . M GENERAL NOTES cc CS 1. This product has been evaluated and Is In compliance with the 6th Edition(20I 7)Florida Building Code JFBC)structural requirements Nil rz excluding the"High Velocity Hurricane Zone'(HVHZ). L 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing MAX MAX- Max MAX Dil!!G�PAWVREM or stucco. FUMF oDIO. 'FRAMEDIL0. GLW , . tYNE Ca"S(OH PO IM ;NEGATIVE, DIMENSION DIMENSION ME Ct 3. When used in areas requiring wind bome debris protection this UWXM0, 2&TX24.7r G1,02 -+S&O -55.0 36P x"r 29.WX27.7r 01,G2 +40.0 40.0 product is required to be protected with an impact resistant covering in z that compiles with FBC Sections 1609.1.2&R301.11.2. SIT X 40.r 45-Ir X 15-75" G1,G2 +45.0 45.0 32r X 70Y 23.01 X 30.75- G1,G2 -40.0 .40.0 L:) 48ri(Q& 41V X 16.75- G1,Q +45.0 -45.0 szwxsor 4&0`X2CL7,r 01,G2 +35.0 -35�0 4. For 2x stud framing construction,anchoring of these units shall be the I - o z R some as that shown for 2x buck masonry construction. 44.0"X 46V 370 x IVE! G1.G2 +4&0 45.0 40.0'X 64V 410 X 2175" G1,G2 +35.0 -35.0 12 Uj W W It N CL 5. Site conditions that deviate from the details of this drowing require 4&WX SIT 3WX21115' G1,G2 +45.0 4&0 44.0'X 6110' 37.WX252r 01,02 +35.0 -35.0 z further engineering analysis by a licensed engineer or registered 36.e x 56.0, 270 X 23.751 G1,G2 +45.0 45.0 AID.WX 66.0" 33.0"X 2&75- G1,02 +3S.0 .3S.0 M architect. 32,0'X64.0' 25,0"X27.791 01,G2 +45.0 45.0 38A"X714- 29.0X31.7S' 61,G2 +35.0 -35.0 z TABLE OF tOMMINITS SIT X 44.0" 45.0'X 17.75" G1,G2 +40.0 40.0 sw X 60,V- U.w x 2s.?.v w,G2 +3o.o .30.0 0 SHEEIrO D=PJMON - V I Typical elevailons,design pressures and general no es 4&CrX48.0- 41.0"X 19.7S* G1,02 +40.0 40.0 4$.TX64V 41.0"X27.7r 61,G2 +30.0 .30.0 DAIL- 6/23/14 z 2 Horizontal cross sections SCALe N.T.S. i 3 Vertical cross sections 44.r X SZ(r 37r X 21.7r G1,G2 +40.0 -40.0 44.0'X n.(r 37.W X 30.7S* G1,G2 +30.0 r-30,O Mo. JK M 4 Buck and 9* 1 LFS 400 x IiUr "X24.79' G1,G2 +40.0 40.0 40.TX72.Cr 33.TrX3j.7r 01,G2 +30.0 -30.0 5-Til-almoteMials,Mompone�nts&glazing detai� DRAVAM No.. SIT X 72r 450 X 31.75' G1.G2 +25.0 .25.0 FL-1581, a sung 1 or A Z C m co =r w w g 4 Cr o ❑ o ° a ] n 1_l D O� a a N 0 o 0 � D , A � N f I0 V �0 N (n a FR 0 I0 �> s O A L� IA ym m H rn w Doo� o O O 0 10 a m$y p a a o ❑ o n Fpa m A • �m en � �a 0 �z `ttti 111t1!!f7 %% sCHiyjO No.43409 PRODUCT: Documents PnipanM W. 7700 '9900 SERIES Lyndon F. Schmidt r_♦ 4 6 01 T7 UPDATE i0 6TH ED. 2077 FBC l.FS Vinyl Double Hung Window P•E- No. 43409 T•�dttl �. ```�� 3 5110116 REVISE INSTALLATRI SCREWS LFS 7jTtlFl,IV�LjWtWt D ? W 2 1 27 TS UPDATE 7T) STH ED. 2014 FBC JBY PART OR ASSEMBLY: BUILDING CONSULTANTS, I �i f~n T 8 25 T4 REVISE SERIES N0. P.O..Box 230, VDlrico, FL 33895 Io HORRONTAL Phone No.: 813.059.9197 Ln m t' NO DATE CROSS SECTIONS FBpE C.A. No. 9813 REVISIONS ®2014 R.W.BUILDING C0N8l1LTANTG INC. v v N � W 1 o CM no ° w I0 1-1/4"MIN. pp� EMS.(TYP.) (7 m a� p m 0 0. zr C3 Jg~ O Z • ' 6 Np A N N 1-114°M1Ni EMS.(TY P. m xrg� PC W W .r I0 �� O O• � N w n o a - a n a N %:6 * s.�.��CyyHn�M�O No.43409 " z E PRODUCT: Documents Propatad 11 r, •: SWTOP :- � 7700 f 9900 SERIES Lyndon F. Schmidt �i !,ZoFt:O�.•' t�� j 01 4 6/01/17 UPDATE TO 6TH ED. 2017 FOG LFS Vinyl Double Hung Window P,E. No. 43409 W cn Z ro 3 N12 T6 REVSE 1NSTALLAMY SCREWSLFS2 15 UPDATE TO STN ED, 2014 FBC LFS PART OR ASSEMBLY: GG BUILDINC COI 14 REVISE SERIES NO. JK TICAL W P.O. Box 230, Valria0. FL 33595 (�" m a NO DATE BY CROSSRSECITONS Phone No.: 813.959.9197 REV! IONS FBPE CA No. 9813 C 201 4 R.W.OUILCING CCNCOLTANT INC. :F thk I C'MAX.O.C. PYPJ iq z .......... w I zd;d UO 0.4 l�r 2 zu j 123 Ew 2X X BUCK Ix D 1z 2X BUCK FO BUCK IRECTTO to BUCK TYP. G MASONRY a _LL — TYP. FRAME FRAME MASONRY MASONRY a OPENING OPENING a MASONRY aCr in OPENING N .4; M E 7.' BUCKANCHORING FRAMEANCHORING FRAMEANCHORING 2X Buck IX Buck Direct to masonry z 0 0 CONCRETEANCHOR NOTES: al 1.Concrete anchor locations at the comers may be adjusted to maintain the min. z Qrr edge distance to mortorJoInts. W in Z Concrete anchor locations noted as"MAX.ON CENIER"must be acrjusted to maintain the min,edge distance to moricrJobts,additional concrete anchors a z maybe required to ensure the"MAX.ON CENTER"dimensions are not exceeded. !E t2 I P 3.Concrete anchor table: fl *"' 1 1".. 'MIN' Mjj4 FARAWC*C .......... z 10 ITW DAM 1 4 0 TAPCON® W/4" 2" 4" _?3ZI Z scAm6 N.T,S. ELCO DR.BY.. w LTRAC0N*1 I 1-1/4r 1 4! 1 CHK BY. LFS WOOD SCREW INSTALLATION NOTES: DRWNG NO.: 1.maintain a minimum 5/8"edge distance,l"end distance,&I"o.c.spacing of FL-15819.8 wood screws to prevent the spilling of wood. sHmr_4 of 50 BILL OF MATERIALS ....... nw# MATMAE A IX BUCK SG>=0.42 WOOD B 2X BUCK SG>=0.42 lit gtg WOOD -�o EUr F � C 114*MAX.SHIM SPACE 14 D 1/47 X 2-3/�f PFH ELCO OR ITW CONCRETE SCREW STEEL ......... to E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCREMrrr 4( 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 111 1111111 Z' F #8 X 7'PAN HEADARUSS HEAD WOOD SCREW(Wig'MIN.EMBEDMENT) STEEL u N 0.0r ---Sm G 1/,f X 2-1/e PFH ELCO OR fTW CONCRETE SCREW STEEL k I FRAME JAMV JDH 77011 PVC Ilk 0.71 g 5,3 cw 2 SILL!(DH 7703) 5 *& PVC 2.67 �L ..c L M o.M 3 FRAME HEAD'(DH 7701) PVC 4 UPPER SASH STILF(SE 3035) PVC r7l saff s"M \,7J 5 LOWER SASH STILE'(SE 3") PVC Top 6 GLAZING BEAD* PVC 7 KEEPER RAIL UPPER SASH'(SE3034) PVC I.r Et 9 LOCK RAIL LOWER SASH* �-(SE 3046) PVC 0.176'-'H'� I L� 0 I I TOP RAIL UPPER SASH-(SE 3037) PVC 6 ' !3 4 12 BOTTOM RAIL LOWER SASH'(SE 3047) PVC re tA 16, WEATHERSTRIP ULTRA FAB 270 PILE--270-1875B ci 0 0 17 WEATHERSTRIP SILLS LB[AMESBURY 32690) c; Qj 0451" 19 HEAD ADAPTER'(DH 30D5) PVC ---- 1.21- � o C, 20 LOCK 8513/8845 LAWRENCE PVC rr-�Bottom SASH SITLE GLAZING BEAD (;-�IWERIMIL 21 KEEPER 2700-214 LAWRtNCE PVC kLJ UpPerksh \� 22 #8 X I"PFH(VINYL LOCK SCREWS) STEEL 23 #6 X 1-1/Z'PFH(VINYL LOCK SCREWS) STEEL CLI 24 TOP SASH TILT LATCH-ASHLAND PVC 1.66, 28 PIVOT BAR-CALDWELL 29 #8 X 117 SELF TAPPING PFH SMS STEEL 0.07, d •THE APPROVED WHITE RIGID PVC DMIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY 0.07" 41; -�-L— 6% —�L a r H 0.07, -1 g- EXTRUDERS UCENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. 3 0- u in IAT BFtuZ z 0 T �LOCKRAFL� @_TPDP IRIAII, BOMMRAM 12 onom 11 P.S., tswow Sash w Lowersosh Upper Sash @Lws.:41, R� 41 ul in I IT GLASS BITE 1/7'GLASS BITE 1/16"X 1/7' 1/16,X 11T *# N —2 89' GLAZING TAPE 7/V'THCK GLASS GLAZING TAPE 7t1"rTHtCK GLASS ci 0.4 11 .: r IMANNEALED I/V'ANNEALED am O.W Saffeko PVB INTERLAYER z AIR SPACE I/8ANNEALED 110 wn zu 1/8-ANNEALED 0 0 I/WANNEALED 1 —1w 10 —F� Off--.� L-- I *R cs t Dwo.BY: JK INTERCEPT SPACER INTERCEPT b @yq1AB,NGDE1A1,1 @ GLAZING DETAIL ci .et.. IFS Z G2 OWNG No.! No I, C G1 (See General Note 3.Sheet 1) (See General Note 3,Sheet 1) FL-15819.8 ` . ~ ' ' �� 7 �� ^ Inc.�^ �X/ �^ vr ��l^�i^�g ��^/^�owut��tmr �^^� °v Cvu,uhiouand 3� �� m� gServices bn� In dustry �� C pzz Box zmvaricv »l.s35y Phone na.6e.91yr Florida Board vr Professional Engineers Certificate vr Authorization No.vu/s Product Sub C ateggry Manufacturer Product Name Category Windows Double Hung 250 Staunton Turnpike Vinyl Double Hung Parkersburg,WY 26104 Window Scope: This is a Product Evaluation. issued by R W Building Consultants, Inc,and Lyndon F Schmidt, PE(System ID# 1gS8)for Vmncone Window Company,LLC.based nnRule Chapter No.8102U-3.Method 1Dof the State cf Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt, P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or 16 any other entity involved in the approval process of the product named herein. | Limitations: . 1. This product has been evaluated and is in compliance with the0h Edition(2017)Florida Building Code(FI3C)structural requirements excluding the"High Velocity HurricaneZone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown,on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used hn areas mquihngvvindbomedebrimpooteotipnUh|spnoductismqu|nadtnbeprotectedwithanimpootmmistantcowaring that complies with FBC Sections iOOQ.1.2&R301.2.1.2.| / 4. For2x stud fr �omgconstruction,anchoring of these units shall be the same ao that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL45819.8 require further engineering analysis by licensed engineer or registered. nchib*ct. G. See drawing FL45D19.8 for size and design pressure limitations. Supporting Documents. 1' Test Report No. Test Standard Testing Laboratory Signed by TELO28o1D7O AAK8/VVVDM/V1018S.26A440-08 Testing Evaluation Lab..|nn. \(R.Wright TEL02BO1O71 /uAMA0NDK0A/1018.S.244440-08 Testing Evaluation Lab,|mz \(K.VVdght 2' Dr§wilg No. Prgpayred1bV No. FL-15819.0 RVV Building Consultants, Inc.(CA#A813) Lyndon FGohmNt,P.E. 3. Calculations Prepared Signed&Sealed bv /nchohng RVV Building Consultants, (CA#9813) Lyndon F.Schmidt,P.E. /STME130O Glass Load Lyndon F Schmidt,P.E | ' Quality Assurance Certificate of Participation issued by National Accreditobbnand Management Institute,certifying that Wincore Window Company,LLC.is manufacturing products within o quality assurance program that complies with|8O8EC17O2O and Guide 5U. LyndonF.Srhmkdt,P.E. FLPE No.43m 7/1V/2O17 Sheet 1p*I 12/19/2019 Florida Building Code Online 777, ounessi8i, BCIS Horne I Log in User Registration Hot Topics j Submit Surcharge 1 Stats&Facts 1! Publications 1 Contact Us BCTS Site Map Links •Search dFlorida 1Z---3 t 1 J'Alul, Product Approval USER:Public User Product Approval Menu>Product or _p Application Search>Application Lis Application >Applition Detall _ FL# FL16092-R6 Application Type Revision C Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Wincore Window Company, LLC Address/Phone/Email 250 Staunton Avenue Parkersburg,WV 26104 (304)485-7460 Ext 228 mreed@wincorewindows.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Mike Reed 1ALLL COW- NORK S� X, Address/Phone/Email 250 Staunton Turrh EIIIILIXK`i�( -Wr-S FLORMP' Parkersburg,WV 210, C. -7460 EV4A TF (304)485 1 TtONALEL 'IC U-S mi-eed@wincorewinc&OcTIFAF CITY OF ORDINANCES' '� 1:1P-% Quality Assurance Representative Mike Reed .'. � Address/Phone/Email 250 Staunton Turnpike 511V Parkersburg,WV 26104 (304)485-7460 Ext 228 N mreed@wincorewlndows.com VAI� VZ1 I. oi: Category Windows CON Subcategory Horizontal Slider IP'LW 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 1. King, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL16092 R6 COL—(b)Certiricate of[ndEp&nqtnc-tpAf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E 1300 2004 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202,203 1994 hftps://www.floridabuilding.org/pr/pr�_appjg.aspx?param=wGEVXQwtDqtFPmdYiNDWrwxfoxLtOohSAU%2fbRABIzL[iE%2fGl3sVkGg%3d%3d 1/5 11 12/19/2019 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/20/2019 Date Validated 02/20/2019 Date Pending FBC Approval 03/01/2019 Date Approved 04/16/2019 Summary of Products FL# Model,Number or Name Description 16092.1 a.8400 Series Vinyl Horizontal Extruded PVC Horizontal Sliding Window with"Non-Impact" Sliding Window Insulated Glass(XX,OX or XO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 II (a) Inst 16092.1.pd 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 16092.1 for Design Pressure Ratings,any FL16092 R6 AE (a) Eval 16092.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 16092.2 b.8400 Series Vinyl Horizontal Extruded PVC Endvent Horizontal Sliding Window with"Non- Sliding Window Impact"Insulated Glass(XXX or XOX 1/4-1/2-1/4 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 II (a)Inst 16092.2.Ddf 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 16092.2 for Design Pressure Ratings,any FL16092 R6 AE (a) Eval 16092.2.pdf I additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. —� 16092.3 c. 8400 Series Vinyl Horizontal Extruded PVC Endvent Horizontal Sliding Window with"Non- Sliding Window Impact"Insulated Glass(XXX or XOX 1/3-1/3-1/3 f Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 II (a)Inst 16092.3.Ddf 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 16092.3 for Design Pressure Ratings,any FL16092 R6 AE (a) Eva[ 16092.3.pdj additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 16092.4 d. 8800 Series Vinyl;Horizontal Extruded PVC Horizontal Sliding Window with"Impact" —� Sliding Window Insulated Glass(XX,OX or XO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 II (b)Inst 16092.4.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16092.4 for Design Pressure Ratings,any FL16092 R6 AE (b) Eval 16092.4.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16092.5 e. 8800 Series Vinyl Horizontal Extruded PVC Endvent Horizontal Sliding Window with"Impact" Sliding Window Insulated Glass(XXX or XOX 1/4-1/2-1/4 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 II M Inst 16092.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16092.5 for Design Pressure Ratings,any FL16092 R6 AE (b)Eval 16092.5.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. hftps:/Iwww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwxfaxLtOohSAU%2fbRABlzLliE%2fGl3sVkGg%3d%3d 2/5 12/19/2019 Florida Building Code Online 16092.6 f.8800 Series Vinyl Horizontal Sliding Extruded PVC Endvent Horizontal Sliding Window with"Impact" Window Insulated Glass(XXX or XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 II (b) Inst 16092.6,pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P,E.443409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16092.6 for Design Pressure Ratings,any F1_16092 R6 AE (b)Eval 16092.6,pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars, 16092.7 g. 8800 Series Vinyl Horizontal Extruded PVC Horizontal Sliding Window with"Impact" Sliding Window Insulated Glass(XX,OX or XO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16092 R6 II (g) Inst 16092,7.pdj 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 16092.7 for Design Pressure Ratings,any FL16092 R6 AE (cj Eval 16092.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 16092.8 h,8800 Series Vinyl'Horizontal Extruded PVC Endvent Horizontal Sliding Window with"Impact" Sliding Window Insulated Glass(XXX or XOX 1/4-1/2-1/4 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16092 R6 II (.C) Inst 1609Z8,pd Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,RE.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16092.8 for Design Pressure Ratings,any FL16092 R6 AE W Eval 16092.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 16092.9 L 7700/9900 Series Vinyl Horizontal Extruded PVC Horizontal Sliding Window with"Non-Impact" Sliding Window Insulated Glass(XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 1I (a)Inst 16092.9.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 16092.9 for Design Pressure Ratings,any FL16092 R6 AE (a) Eval 16092.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 16092.10 j. 7700/9900 Series Vinyl Horizontal Extruded PVC Endvent Horizontal Sliding Window with"Non- Sliding Window Impact"Insulated Glass(XOX 1/4-1/2-1/4 Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 11 (a)Inst 16092.10.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 16092.10 for Design Pressure Ratings,any FL16092 R6 AE (a) Eval 16092.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 16092.11 k.7700/9900 Series Vinyl Extruded PVC Endvent Horizontal Sliding Window with"Non Horizontal Sliding Window Impact"Insulated Glass(XOX 1/3-1/3-1/3 Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 li (a) Inst 16092,11,odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,RE.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16092.11 for Design Pressure Ratings,any FL16092 R6 AE (a) Eval 16092.11.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16092.12 I.400 Series Vinyl Horizontal Sliding Extruded PVC Horizontal Sliding Window with Nailing Fin- Window "Non-Impact"Insulated Glass(XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 11 (A) Inst 16092.12.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 16092.12 for Design Pressure Ratings,any FL16092 R6 AE (a) Eval 1 0092.12.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwAfoxLtOohSAU%2fbRABJzL[iE%2fGl3sVkGg%3d%3d 3/5 12/19/2019 Florida Building Code Online 16092.13 m.400 Series Vinyl Horizontal Extruded PVC Endvent Horizontal Sliding Window with Nailing Sliding Window Fin-"Non-Impact"Insulated Glass(XOX 1/4-1/2-1/4 Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FE16092 R6 II (a) Inst 16092.13.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 16092.13 for Design Pressure Ratings,any FL16092 R6 AE (a) Eval 16092.13.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 16092.14 n.400 Series Vinyl Horizontal Sliding Extruded PVC Endvent Horizontal Sliding Window with Nailing Window Fin-"Non-Impact"Insulated Glass(XOX 1/3-1/3-1/3 Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 It (a) Inst 16092.14.E 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 16092.14 for Design Pressure Ratings,any FL16092 R6 AE (a) Eval 16092.14.pdf. additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16092.15 o. 500 Series Vinyl Horizontal Sliding Extruded PVC Horizontal Sliding Window with Nailing Fin/ Window Integral 3 Channel-"Non-Impact"Insulated Glass(XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 H (a) Inst 16092.15.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16092.15 for Design Pressure Ratings,any FL16092 R6 AE (a) Eval 16092.15.pdf additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 16092.16 p. 500 Series Vinyl Horizontal Sliding Extruded PVC Endvent Horizontal Sliding Window with Nailing Window Fin/Integral 3 Channel-"Non-Impact"Insulated Glass(XOX 1/4-1/2-1/4 Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 II (a) Inst 16092.16,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 16092.16 for Design Pressure Ratings,any FL16092 R6 AE 1a) Eval 16092.16.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars, 16092.17 q. 500 Series Vinyl Horizontal Sliding Extruded PVC Encivent Horizontal Sliding Window with Nailing Window Fin/Integral 3 Channel-"Non-Impact"Insulated Glass(XOX 1/3-1/3-1/3 Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 II (A) Inst 16092.17.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 16092.17 for Design Pressure Ratings,any FL16092 R6 AE 14) Eval 16092.17,pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16092.18 r. 5400/5400S Series Vinyl Extruded PVC Horizontal Sliding Window-"Non-Impact" Horizontal Sliding Window Insulated Glass(XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 11 (a) Inst 16092.18.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16092.18 for Design Pressure Ratings,any FL16092 R6 AE (a) Eval 16092.18.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16092.19 s. 5400/5400S Series Vinyl Extruded PVC Endvent Horizontal Sliding Window-"Non- Horizontal Sliding Window Impact"Insulated Glass(XOX 1/4-1/2-1/4 Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 11 (a)Inst 16092,19.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 hfps://www.floddabuilding.org/pr/pr app otl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwxfoxLtOohSAU%2fbRABlzLliE%2fGl3sVkGg%3d%3d 445 12/19/2019 Florida Building Code Online Other:See INST 16092,19 for Design Pressure Ratings,any FL16092 R6 AE (a) Eval 16092.19.pOf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16092.20 t, 5400/5400S Series Vinyl Extruded PVC Endvent Horizontal Sliding Window-"Non- Horizontal Sliding Window Impact"Insulated Glass(XOX 1/3-1/3-1/3 Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 II {a) Inst 16092.20.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 16092.20 for Design Pressure Ratings,any FL16092 R6 AE (a) Eva]16092.20.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. IIack Hirt i Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:85D-487-1824 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 mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to Section 455.275(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 hete. Product Approval Accepts: ®® FE� cLRe:k a4a Credit Card Safe hftps://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWRw.<foxLtOohSAU°/a2fbRABIZLIiE%2fGl3sVkGg%3d%3d 5/5 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico.FL 33595 Phone 813.659.9197 Florida Board ofProressional Engineers Certificate of Authorization No.9813 ProAct I I/ ' iy-tNo.: FL-16092.9 Date.- Ju1jY 20,2017 Product Sub Category Manufacturer Product Name Category Wincore Window Company,LLC. 7700/9900 Series Windows Horizontal Slider 250 Staunton Turnpike Vinyl Horizontal Sliding Window Parkersburg,WV 26104 "Non-Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F.Schmidt, P.E.(System ID# 1998)for Wincore Window Company, LLC. based on Rule Chapter No.61G20-3, Method 1D of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with'the 6th Edition(2017)Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2&R301.2.1.2. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-16092.9 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FLA8092.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by ATI C7032.02-501-47 AAMA/WDMA/101/I.S.2/A440-08 Architectural Testing, Inc. Lynn George 2. Drawlnq No. Prepared by Signed&Sealed by No. FL-16092.9 RW Building Consultants, Inca(CA#9813) Lyndon F.Schmidt, P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Wincore Window Company, LLC.is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. C. ;t;•:;�t::<n:p�f t ` Lyndon F.Schmidt,P.E. FL PE No.43409 7/20/2017 Sheet 1 of 1 a'%i Wl�T� �� E 96"MAX O.A.FRAME WIDTH ��=.7 Z u WINDOWS&DOORS 43,s'MAx ':,�) ., '& a 250 Staunton Turnpike,Parkersburg WV 26104 D.LO.WIDTH '''''��rlll Z�po m o U 1.._ o 0 xo Z� Em 9mmo 770019900 Series T �i �i Np ' °• E oZ Vinyl Horizontal Sliding Window 5- 0 2ta � "NOWIMPACr' = m W w ti c O W O J �' X X Q 4 agp5 a V O 2 V) �W m � GENERAL NOTES o W n 1. This product has been evaluated and is in compliance with the 61h w Edition(2017)Florida Building Code(FBC(structural requirements / / excluding the"High Velocity Hurricane Zone"(HVHZ). / /// a a 2. Product anchors shall be as listed and spaced as shown on details. ' rl�g m Anchor embedment to base material shall be beyond wall dressing t or stucco. n a s 3. When used In areas requiring wind bome debris protection this $N N product is required to be protected with an Impact resistant covering �o z that complies with FBC Sections 1609.1.2&R301.2.1.2. w 0 g MAX:; INAJ(. GIASS~. DESIGfJPRESSURE'(FSFJ,; 4. For 2x stud framing construction,anchorin of these units shall be the s 9 9 - '.;EBAME`d�`'', ;_;DLO:=?''=�:::'.�. ..... ...,_,..:�,f.. -. o 0 some as that shown for 2x buck mason construction. - .�.° TYPE' masonry DIMENSION DIMENSION'°':, POSRIVE'j_NEGA11VE- w 5. Site conditions that deviate from the details of this drawing require 96.0"X 72.0" 43,5"X 64.0" G7 +�5.0 -15.0 > further engineering analysis by a licensed engineer or registered P architect. 74.0"X 63.0" 32.5'X 55.0" Gl +30.0 -30.0 w = ocmv¢ TABLE Of CONTENTS ZM Ba.D^x 54.0" 37.5'x 46.0" GI +35.0 -35.0 a o Q SHEETN DESCRIPTION z a ft 1 T ical elevations,design pressures and general notes 72.0"X 48.0" 31.5"X 40.0" GI +45.0 -45.0 DATE 4125113 z 2 Horizontal cross sections sr.iE N.T.S. o 3 Vertical cross sections 63.0"X 44.0" 27.0"X 36.0" Gl +50.0 -50.0 owa W. JK m' 4 Buck and frame anchoring(Max.Frame Sae:96"x 72 5 Buck and frame anchoring Max.Frame Size:72"x 48"1 cux,m: LFS 3 y" 6 Bill of materials,components&glaring details oruFLWIN fro: a m -16092.9 0 S StIEEr I OF 6' N a d R:\Clients\wncwe PERMANENT\A-Florida Product Approvats\FL-16092 Horizontal Slider\C-Dlawirgs\Cunent\FL-1E0929-.10.dwg,Z1 N Q� O 0 �O F ❑ n 0 co z IDZJDI�� k IM Z 0 IA N N O a Z n o r w W n p _ rn n 0 z o o Na •, y • �^ f eA" rn X y ❑ ❑ Z C r to m o O C7 ❑ O f� Co �" ❑ ❑ Adz z p N Q a Ln aA 0 o o� �N O Cn O Z 1. �10\111S8HMjO No.43409 PRODUCT: Occumantn Prepared By! 8817E OF .• 770019900 SERIES Lyndon F. Schmidt i��'�•••.FGOIt10H.•••�\ IN I z P.E. No. 434D9 /'7��a�r.A�. mP Z N I/ 51 11111 $ e " � y to 2 6 01 77 UPDATE TO 6TH ED. 2017 FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS,11U6. 1 1 28 75 UPDATE 70 STH E0. 2074 FBC JK P.O. Box 230, Valrico, FL 33595 L NO DATE gY HORIZONTAL phone No.: 873.859.9797 REVISIONS CROSS SECTIONS FBPE CJL No. 9813 ®20 13 R.W.BUILDING CON9ULT4NTa INC. i R1Uients\%Yncore PERI.IANENT\A-Florida Product ApprovalAFL-16092 Horizontal Slider\C-Drav ingACurrent\FL-160929-SO.dwg,31 rr a W 0 W O m m v w a u, w J I0 Cr C 0 - O 7 >T N tl ° Z .. V IA n a+ C7 m 1-1/4"MIN. 1-1/4•MIN. a EMB.(TYP.) EMB.OYP. CL? D. o� �o �NO 0 3 0 o or m (n a D 0 I22 0 WW � • I° WN � . o o� o o Cr o 0 1-I/4"MIN. EMB.(iYP.) `��1SCF►rF////� N0.43409 ' -7 A' x P PRODUCT: Documents Prep d ey:�0 !iL\7E OF •• 7700/9900 SERIES No Lyndon E. F. 43409 Schmidt oOR1Dw,.••;G``�� Zl��1VRL1,G��LL�� r ` y N 2 6 01 17 UPDATE TO 6TH E0. 2017 FBC LF5 PART OR ASSEMBLY: /K�n,,BUILDING CONSULT/ANT5,1I111� Iiv T in — 1 1 28/15 UPDATE TO 5TH ED. 2014 F13C JK d lil/I/ P.O. Box 230, Valrieo, FL 33895 ° w NO DATE BY CROSS SECTIONS NS Y4YY Phone No.: 813.659.9197 REVISIONS 0.CA No. 9813 02D 13 R.W.Bu1LoIN0 CONsu6TANT INC. iiW% Co of ra C omm MASONRY �i "•..•••• 1\ >> m 2 OPENING � l�i it P, `� o m z° 4" P. —`I $ 1 �.:• Em mqw m 00. mdo.� cm I I u° .did D �� G 7X BUCK I I or, USA 2X (n'P-) FRAME I I Ul o^ D 1XBUCK BUCK —� DIRECT TO < MASONRY MASONRY I I a w ¢m g OPENING (IYP.IiEAD&JAMBS)I I o J wN 2XBUCK min N 0 G a BUCK ANCHORING FRAME ANCHORING Is N N MAX.FRAME SIZE: 96'X 72' LS W W Q 2 b h D) CONCRETE ANCHOR NOTES: R S 1.Concrete anchor locations at the comers may be adjusted to maintain the min. c edge distance to mortarjolnts. 2.Concrete an noted os MAX.ON CENTER"must be adjusted to 3 maintain the min.edge distance to mortar joints,additional concrete anchors ^^ m e may be req"utred to ensure the"MAX.ON CENTER"dimension are not exceeded. w 3.Concrete anchor table: MIN[CLEARANCE' MIN.CLEARANCE ° z 'ANCHOR, ;ANPWA ;'. MINi'.t.. ...::........... z g TO MA30NRY ::70.ADJA.CEt!IT,1: N D 4 i:ii;7YPEii;i;:'; .; EMBEDMENT z o z .:. ..;EbGE ::-:::ANCHOR :' 4125113 i z FC ® 1/4" 1.1/4" 2" 4" scut: N.T.S.TAPCON ELCO 1/4" 1.1/4" 1" 4" DKra,eY; JK m' ULTRACON® cxK.BY: LFS 3 WOOD SCREW INSTALLATION NOTES: Dw,vmro NO.: i.Malntoln a mintmum 5/8"edge distance,1"end distance,&I"o.c.spacing of FL—� i 6092.9 a wood screws to prevent the splitting of vrood, ss¢t1 4 � 6 w o — — N 10 % x -17 z MASONRY MASONRY OPENING OPENING =3 MP 6 .) (TyP.) N 9 14 D 2X 6J BUCK G 2XBUCK ks-) FRAME I I D IX BUCK DIRECT TO 2XBUCK MASONRY OX I(Typ.HEAD JAMBS) C, T BUCKANCHORING a n� FPAMEANCHORING - E T 0 TQ z Las d. 0 5 NCR ANCHOR NOTES: o as 0 Concrete 1.Concre anchor locations Of the Comers may be adjusted to motntaln the min, dge distance to morforJoints. 2.Concreteanch locaftons noted as'MAXON CENIWmust be adjusted to p maintain he mTon,edge distance to morfarlaInts,additional concrete anchors m my be requVed to ensure the'MAX,ON CENTER"dimenslon are not exceeded. 3.Concreteanchor table: 4z, MASPNRY 'TO AdiAcmi., 0 ANCMDR"�"' EDGE TAICO.- 1/4' 2" 25173 0z -CUE 0 N. "CO 1/4 1.1/4 4" 8 l.WW,0_0DnSgR V ALLA77ON NO ;TY�EWLFS� ,Jnrat a�: um 5/8"edge distance.}'end distance,&I'o.c.spacing of mwwo me- woodscrews to prevent the sphtlingotwood. FL-16092.9 BILL OF MATERIALS IIEM6 DESCRIPTION MATERIAL '•v�'� A I BUCK(SG>=0.42) WOOD 3.9T g:' •$ L = n 5. B 2X BUCK(SG>=0.42) WOOD n C 1/47 MAX.SHIM SPACE �I N o �' �O 0.08 v4==,Y,iL„,�n, . 7 z 4'0► d m D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ° 4 „ %v� fq =o n MASONRY-3,000 P51 MIN.CONCRETE CONFORMING TO ACI I �� m m E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE Q cY z°1--= YS �i�� p`�;``` y>�i G 08 X 7'PPH WOOD SCREW(1-7/16"MIN.EMBEDMENT) STEEL c�, "T AF36(1-1/2"Brick Mould) F1TF*At o 9 m z° J 1/4"X 2-1/4"PfH ELCO OR 11W CONCRETE SCREW S1EEL ❑�� a = ;z° 1 FRAME* PVC i 9 m$w 2 SLIDER PULL STILE• PVC � D g "' mm a s 3 LOCK STILE' PVC r (� U. 4 KEEPER STILE' PVC .I , E `oZ 5 GLAZING BEAD* PVC T FRAME p II 8 6 SLIDER COMMON RAIL* PVC _AL 8 Sa "s_ 7 METAL ROLLERS W/PLASTIC HOUSING °°° "F➢ B WEATHERSTRIP(0.2W') 9 WEATHERSTRIP(0.380") w t J 11 SILL TRACK ALUM coi� o 16 REINFORCEMENT(LOCK 8 MEETING STILE)(CS TYPE B HOT DIPPED GALV.) STEEL AF59"nry Range 1) V672(Masonry Flange 2) u� m V� THE APPROVED WHITE BIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY m $ EXTRUDERS LICENSEES IN AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 12,W OPTIONAL COSMETIC FLANGES1.9,3 r—l.ff'� nom. a m c0.07, 0.07"—r n v Q —O.oT' Ee T I---lO--4 Jlj o 0 N N OSLIDER PULL STILE 3 LOCKSfIIE 4 KEFPERSTTU: �w O a GLAZING TAPE _ ,n $ 1/2 GLA55 BYLAMAIEK n oQ BITE 7/8"THICK GLASS I AT o0 a 1/8"ANNEALED a a c 0.73' O _ w �Z v O s AIRSPACE o N—0 0 1/B"ANNEALED LMIz o-m, 4 25 13 i 0.88" 1.4 swe N.T.S. 9 DWG.Dr, JK m n INIERCEPTSPACER $ GLAZING BEAD 6 SUDERCOMMONRAIL 11 SIILIRACK 16 REINFORCEMENT CHK,Sr. LFS G1 GLAZING DETAIL LOck&Meeling SI0e p DRAWING NO, FL-16092.9 a SHEET 6 OF 6 b 3/15/2020 Florida Building Code Online ► ,:n 'M • ., - " ', �� (/C//� � � � �i� �:_,. =�`" -tom `-��^- .-.y .¢ i., Y ¢f ~�'tl*'L•:%« ;::;'. s Mi�k:r.m, g.., "ST' ,� _ ��= �"=":.t'�.._' �' ,,�7 _ '•4� I j ='; i �-" "" `:ems^+a M. .,•�', �,^: �." pa..„+„. .. ,°.:l- � ! _- - "�-`"•• :-a:;¢,�f�il L`-:3,?•:�a��?,_.:{, +,f, _ -,`.^ ,.;%,.rs-..^x ..ti;.,.'°'w:�.,";.-.",::=.`r'_�.'_.: i ' 1'�� gr�'�.- a...�.>�,.�-r-'._�,_^�.' YT ,.F.•,....<^,„. _�•_ - .,i-k•:' �.t:�... .1 l !•:`rt�...:,.��`':ti-:;;>`urs�i.'.``.Via'-�_:;:'r�..s'�'.k.<�� ' SOS Home i Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications i Con act Us BCIS Site Map I Links i Search Fi�;1(70WIN Qi' , ProducApproval x., US ER:Public User Product epro al MFnu>Pr^daft or App6ration Search>Application List>Application Detail FL FL16092-R6 Application Type Revision P Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Wincore Window Company, LLC Address/Phone/Email 2S0 Staunton Avenue Parkersburg,WV 26104 (304)485-7460 Ext 228 mreed@wincorewindows.com Authorized Signature Vivian Wright rickw@rwbldgconsu['Lants.com Technical Representative Mike Reed LL WORK SHALL COMPLY It" Address/Phone/Email 250 Staunton S FLORIDABUILDING Parkersburg, jgoA AL BL'CTRIC COC'k, (304)485-7460NiTtIE�LB ZEPWII� � mreed@wincoret��v� r a�+l�®� ®RDINANCBB Quality Assurance Representative Mike Reed � ft Address/Phone/Email 250 Staunton Turnpike Parkersburg,WV 26104 (304)485-7460 Ext 228 ^1 [�n� � mreed@wincorewindows.cori'RF—' �UOF �( � Ci� �NE Category Windows p,_ EY .,,N'i Subcategory Horizontal Slider 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 FLI6092 R6 COS (D) Cereificate of indeoendence.p Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2008 ASTM E 1300 2004 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201, 202,203 1994 https://www.floridabuilding.org/pr/pr_app_ U.aspx?param=wGEVXQwtDgtFPmdYiNDWrwxfoxLtOohSAU%2fbRABlzLiiE%2fGl3sVkGg%3d%3d 1/5 I 3/15/2020 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/20/2019 Date Validated 02/20/2019 Date Pending FBC Approval 03/01/2019 Date Approved 04/16/2019 Summary of Products Model, Number or Name FL# Description 116092.1 a.8400 Series Vinyl Horizontal Extruded PVC Horizontal Sliding Window with"Non-Impact" Sliding Window Insulated Glass(XX, OX or XO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No fL1609;L_R6J1 (jq)-ins' 1600.11 pdi* 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 16092.1 for Design Pressure Ratings,any FL16092 R6 AE I additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 16092.2 b.8400 Series Vinyl Horizontal Extruded PVC Endvent Horizontal Sliding Window with'Non- Sliding Window Impact"Insulated Glass(XXX or XOX 1/4-1/2-1/4 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 11 (a)_jQLt 16092.2.pidf 1 Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16092.2 for Design Pressure Ratings,any FL16092 R6 AE 16092.2.pArr additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars, 116092.3 c.8400 Series Vinyl Horizontal Extruded PVC Endvent Horizontal Sliding Window with"Non- Sliding Window Impact"Insulated Glass(XXX or XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 11 (a) Inst 16092.3.,ndr 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 16092.3 for Design Pressure,Ratings,any FL16092 R6 AE -(a) Eva[ 16092.3.2d additional use limitations,Installation instructions and product Created by Independent Third Party: Yes particulars. 116092.4 d.8800 Series Vinyl Horizontal Extruded PVC Horizontal Sliding Window with"Impact" Sliding Window Insulated Glass(XX,OX or XO Configurations) Limits of Use Installation instructions Approved for use in HVHZ: No FL16092 R6 11 (b�) inst 16092,4.qdf 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 16092.4 for Design Pressure Ratings,any FL16092 R6 AE (b)_fval 16092,4,p!;` additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 16092.5 I e 8800 Series Vinyl Horizontal Extruded PVC Endvent Horizontal Sliding Window with"Impact"Silding Window Insulated Glass(XXX or XOX 1/4-1/2-1/4 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 11 b) Triqt 16092.5.pd 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 1NST 16092.5 for Design Pressure Ratings,any EL1629? Rk AE (b)gy al_ _1609' additional use limitations, installation instruction's and product Created by Independent Third Party:Yes particulars. hftps://www.floridabuilding.org/prlpr_app_.Oti.aspx?param--wGEVXQwtDqtFPmdYiNDWmvxfoxLtOohSAU%2fbRABlzLliE*/*2fGl3sVkGg%3d%3d 215 3/15/2020 Florida Building Code Online 16092.6 f.8800 Series Vinyl Horizontal Sliding Extruded PVC Endvent Horizontal Sliding Window with"Impact' 1 Window Insulated Glass(XXX or XOX 1/3-1/3-1/3 Configur-ations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16092 R6 11 ) _(b -_Inst 16L _192.6.p Sjf 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 16092.6 for Design Pressure Ratings,any FL16092 R6 AE _(h) Eval 16092.6,pdt additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 16092.7 g.8800 Series Vinyl Horizontal Extruded PVC Horizontal Sliding Window with"Impact" Sliding Window Insulated Glass(XX,OX or XO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16092 R6 11 16092.7.p_�__jdf 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 16092.7 for Design Pressure Ratings,any FLIG092 R6 AE ic) Eval 16092.1.pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 116092.8 h. 8800 Series Vinyl Horizontal Extruded PVC Endvent Horizontal Sliding Window with"Impact" Sliding Window Insulated Glass(XXX or XOX 1/4-1/2-1/4 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16092 R6 11 c)Inst 16092, S,pd 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 16092.8 for Design Pressure Ratings,any FLI 6092 R6 AE_(c)_Eval 16032.5.p:of additional use limitations, Installation Instructions and product Created by Independent Third Party:Yes particulars. 16092.9 1. 7700/9900 Series Vinyl Horizontal Extruded PVC Horizontal Sliding Window with"Non-Impact" Sliding Window Insulated Glass(XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 11 (a)Inst 16092,9.pd Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,RE.43409 Impact Resistant: No Created by Independent Third Party. Yes Design Pressure: N/A Evaluation Reports Other-See INST 16092.9 for Design Pressure Ratings,any FL16092 R6 AE Ja Eval 16092.9.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 116092.10 J, 7700/9900 Series Vinyl Horizontal Extruded PVC Endvent Horizontal Sliding Window with"Non- Slid�ing Window Impact"Insulated Glass(XOX 1/4-1/2-1/4 Configuration) i Limits of Use Installation Instructions Approved for use in HVHZ: No I FL16092 R6 11 {a)Inst 16092.10.p f Approved for use outside HVHZ:Yes Verified By: Lyndon R Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16092.10 for Design Pressure Ratings,any FL16092 R6 AE (a)_Eval 16092.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars, 16092.11 k. 7700/9900 Serie's Vinyl Extruded PVC Endvent Horizontal Sliding Window with"Non- Horizontal Sliding Window Impact"Insulated Glass(XOX 1/3-1/3-1/3 Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLI 6092 R6 11 a) Ins'16092 1 1.p Approved for use outside HVHZ.Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16092.11 for Design Pressure Ratings,any FL16092 R6 AE _(a) Ev,-.1 16092,i i.pa additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 115092.12 I.400 Series Vinyl Horizontal Sliding Extruded PVC Horizontal Sliding Window with Nailing Fin- Window "Non-Impact"Insulated Glass(XX Configuration) Limits of Use Installation instructions Approved for use In HVHZ: No FL16092 R6 11 a)_Irst 16092,!2.Qdf 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 16092.12 for Design Pressure Ratings,any F1_16092 P6 AE (a)_Eyal 16092.12.pgjf additional use limitations, Installation instructions and product Created by Independent Third Party:Yes particulars. https://www.floridabuilding-org/prlpr_appjU.aspx?param--wGEVXQwtDqtFPmdYiNDWrwxfoxLtOohSAU%2fbRABlzLliE%2fGl3sVkGg%3d`/`3d 315 3115/202O Florida Building Code Online 116092.13 m.400 Series Vinyl Horizontal Extruded PVC Endvent Horizontal Sliding Window with Nailing i Sliding Window Fin-"Non-Impact"Insulated Glass(XOX 114-1/2-1/4 Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16092 R6 11 (a)_Inst i6092.13.pdr 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 16092.13 for Design Pressure Ratings,any FL16092 R6 AE (g)_ayal 16092.13,p additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 116092.14 n.400 Series Vinyl Horizontal Sliding Extruded PVC Endvent Horizontal Sliding Window with Nailing Window Fin-"Non-Impact"Insulated Glass(XOX 1/3-1/3-1/3 Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No fjlj�& R6 It 4)_Lns�t_1609Z,!4.p�df Approved for use outside HVHZ;Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16092.14 for Design Pressure Ratings,any FL16092 R6 AE _(ij) E%,Fl 16092.14.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 16092.15 o. 500 Series Vinyl Horizontal Sliding Extruded PVC Horizontal Sliding Window with Nailing Fin Window Integral I Channel-"Non-Impact"Insulated Glass(XX Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No FL16092 R6 ]I a) Inst 16092:15,p Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16092.15 for Design Pressure Ratings,any FL--.6092-.R6 AE (a) Eval 16092.15.pdf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes I particulars. 116092.16 p. 500 Series Vinyl Horizontal Sliding Extruded PVC Endvent Horizontal Sliding Window with Nailing Window Fin/Integral 3 Channel-'Non-Impact"Insulated Glass(XOX 1/4-1/2-1/4 Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 11 (a) Inst 16092,16..qdf Approved for use outside HVIIZ.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 16092.16 for Design Pressure Ratings,any FL16092 R,6 AE Ja)Eval 16092.16.p additional use limitations, installation instructions and product Created by independent Third Party:Yes particulars, 116092.17 q. 500 Series Vinyl Horizontal Sliding Extruded PVC Endvent Horizontal Sliding Window with Nailing Window Fin/Integral J Channel-"Non-Impact"Insulated Glass(XOX 1/3-1/3-1/3 Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6_17 a)_jnsL16Q92.17.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 16092.17 for Design Pressure Ratings,any FL16092 R6 AE a) oval 2,6092.1-7.p additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 116092.18 r, 5400/5400S Series Vinyl Extruded PVC Horizontal Sliding Window-"Non-Impact" Horizontal Sliding Window Insulated Glass(XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R6 11 (a) Inst 16092.18.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16092.18 for Design Pressure Ratings,any FL16092 R6 AE (a Eval 26092.18,00- additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 116092.19 s. 5400/5400S Series Vinyl Extruded PVC Endvent Horizontal Sliding Window-"Non- Horizontal Sliding Window Impact"Insulated Glass(XOX 1/4-1/2-1/4 Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No FL16092 Q6 IT (a) Ing 16092,19, 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 hftps://www.floridabuilding.org/pr/pr_appjU.aspx?param--wGEVXQwtDqtFPmdYiNDWrwxfoxLtOohSAU%2fbRABIzLliE%2fGl3sVkGg%3d%3d 4/5 3/15/2020 Florida Building Code Online Other:See INST 16092.19 for Design Pressure Ratings,any FL16092 R6 AE (a) Eva[ 16092.19.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars, 116092.20 t.5400/5400S Series Vinyl Extruded PVC Endvent Horizontal Sliding Window-"Non- Horizontal Sliding Window Impact"Insulated Glass(XOX 1/3-1/3-1/3 Configuration) Limits of Use Installation Instructions Ii Approved for use in HVHZ: No FL16092 R6 11 (a)Ins* 16092.20.pd 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 16092.20 for Design Pressure Ratings,any FL16092 R6 AE (a) Eval 1-6092.20.pd additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. Contact Us::2601 Stair Stone Road,Tallahassee FL 32399 Phone:650-487-1824 The State of Florida is an AA/EEO employer.Capy.tgLt 2007-2013 State of Florida.::Privaa Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.It 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 mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not Wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,ES.,please dick here. Product Approval Accepts: MI fiR F]M Credit Card Sate hffps://www.floridabuilding.org/pr/pr�_appjfl.aspx?param--wGEVXQwtDqtFPmdYiNDWrwxfaxLtOohSAU%2fbRABlzLliE%2fGl3sVkGg*/*3d`/`3d 5/5 ' �� / �� `l�i ~� Consultants,�� r^ v, �u/�au^� Inc.^uw v' Consulting Engineering Se rvices th e In dustry — �� puau`zaova/mcp.FLa»a`a pbm=ms�5o,n/o7 �^ � Florida Board mPrcasiiorm Engineers Certificate vrx*/omtZaoon No.*:/s fly Product Sub Category Manufacturer Product Name Category Windows Horizontal Slider 250 Staunton Turnpike Vinyl Horizontal Sliding Window Parkersburg,WV.26104 "Non-impact" Scone: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt,P.E.(System ID 1S9O)for V0ncora Window Company,LLC.ba�edon Rule Chapter No.O1G2O- . Matbod1DnftheStateofRohdoPnodmct Approval, Department of Business&Professional Regulation. ` RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financialinterest in the company manufacturing or distributing the product orin any other entity involved in the approval process cf the product named herein. Limitations: 1. This product has been evaluated and is in compliance%dth1he 6th Edition(2017)Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring Wind bome debris protection this product is required to be protected with an impact resistant covering that complies with F8CSeodono1OUS.1.2&R3O1.2.12 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. She conditions that deviate from the details of drawing FL-16092.10nequim further engineering analysis by a licensed engineer or registered architect. 8. See drawing FL,18Q921V for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Sinned by AT|O7O33.O2'50147 AAM/1VVDk0AU01/1.S.2/A440-,08 Architectural Testing, Inc, Lynn George 2. DrawiIn No. Prepared b Signed&Sealed by No.FL46O32.10 RVV Building Consultants,Inc.(CA#8O13) Lyndon F.Schmidt,PE 3. Calculations Prepared by Signed&Sealed b Anchoring RVV Building Consultants,|nc(QA#gO13) Lyndon F.Schmidt,P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Wincore Window Company, LLC. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guida53. Lyndon F.Schmidt,P.E. . . . . ~ ' FLpE No.43409 Sheet 1 of 1 7/2O/2O17 TM w •�q/iu rri m Q• N [CO. ° - WINDOWS&DOORS 250 Staunton Turnpike,Parkersbu WV 26104 �� P B 4C d-,-.1 o x° ]�` V N•; Z 144'MAX. -- O.A.FRAME WIDTH --- __._..__ _�m_� 'v_' o o Em m o • -66. MAX.D.L.O.WIDTH \ E g 9 p o a 5' 7700/9900 Series Vinyl Horizontal Sliding Window - - - -- 9VO a "NON-IMPACT" t f � zti ED �a z rr ED C7 tJ GENERAL NOTES p 6 e 1. This product has been evaluated and is in compliance with the 61h o ^n c Edition(2017)Florida Building Code(FBC)structural requirements of o excluding the"High Velocity Hurricane Zone"(HVHZ). o 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing f f f �j or stucco, 3. When used in areas requiring wind bome debris protection this product is required to be protected with on impact resistant covering - -- N N that complies with FBC Sections 1609.1.2&R301.2.1.2. -" w L' a 4. For 2x stud framing construction.anchoring of these units shall be the f some as that shown for 2x buck masonry construction. MAX. MAX, ` DESIGN PttESSURE.(PSF). o o a FRAME,' D,Cb:,':; GLASS. 5. Site conditions that deviate from the details of this drawing require DIMENSION fNMENSIQN:; .`YYPi = . F0Stf1VE;,'4Ei A_iVE further engineering analysis by a licensed engineer or registered i ti architect. 96.0"X 72.0" 42.5"X 64.9' Gt +25.0 -25.0 l' 120,0"X 63,0" 54,5"X 550 GI +30.0 -30.0 15 TA81E OF CONTENTS ° L SHEET# VESCRIP110N _ 144.0"X 48.0" 66.5"X 40.0" G1 +35.0 -35.0 1 Typical elevations.design presztues an eneroll notes OAm 4125113 i 2 Horizontal cross sections 132.0"X 54.0" 60.5"X 46,0" G1 +40.0 -40.0 sata: N.T.S. 3 Vertical cross sections _.___ _._._. _._._. _ _ _ __. - q Buck and ramp ancho ng(Max.Frame W(dlh l44") o'^c•�- JK m' 5 Buc and amo ancho ng Max.Frame Width:96 j 96.0"X 48.0" 42.5"X 40.0" Gt +45.0 -45.0 cm sr: LFS a ow�"nv Kos 6 bin of mola als components&glazing datalls Note:Maximum Game heights and widths occur on separate units. FL-16092.10 -� � o SHEET_L OF i FLKlientslWmcom PKMANENT\A-Florida Product APPrcvaIsM-16092 Horizontal SlideAC-DrawingACurrent\FL-16692.9-.10.dor122 V- W �a N a � 0 OC, 0 X ttr Q W W © O 0 W IN O y C3 � w a CA rm N r Q z v in 0 � If` 0 �� > 0 pa A s ? ate, Vz gg I ^i cx 3 Q (n i p co y dth Z N to I I�O y Q z ��1luuntrt� PRODUCT: oocv is Prepurad er•;: 8TJ1iff OF 6 S m M r 770019900 SERIES Lyndon F. Schm7dt '"��'• RLO�OI �.�� .. .a. I P. No. 43409 rr Ssl•••...•. Cy�� 0 o to r, y u 2 '6 07 77 UPDATE TO 6TH E0. 207J F90 Lc5 PART OR ASSEMBLY: BURA7NG CONSULT. tjt 7ttlt`` I°i o to x to NO) 0 s0A9175 UPDATE TO 5TH ED.REVISIONS 2D74 FBC JK HORIZONTAL P.O. Box 230, Valrfeo, FL.L 33593 CROSS SECTIONS Phone No.: 813-559.9197 F@PE CA. No. 9813 1�2013 R.W.6UrLDiNO CCN9t.iLTn.lr$INC. C 9 30 f ONS ° O('7.6091-1j 4ongxz/muMo45! L 1 5 a VON c"Imy8a /uuosow of IowA um-4S £ NOI173S SSOVO 1V:) HA L f S�� us W3 N01133S SSOV 7VJ1183A ¢ m NT :As•owtia O 'S TN ums o f l SZ mva �n a I1IIr o 0 8 L L 0 _ O 8L n (•dMl 1Uo109S auo3lpS 41VA peIoes/""/ 0 o L L " 6 L aq of valewpod lopalxe puo iopalul o m T L o ll 6L z o 9 O n A V � ` • O 1 1 / 6 LO 9 S a01831M 801831x3 — � � e o 0 $ �ongXl IPA umo4S ¢ aOla3lNl aOla3ix3 y N011:)3S SSONO 1VOI183A� o— o ao1a3w1 ao�a3ixa 0ozoz z o a v o mo � � '•� Q ti � �z ems= --- zj4r m 0DIRECTTO i ' � u 0 V) th k MASONRY •• � >ETING STILE MASONRY D 1X BUCK I�l/IO```` oarmi2 4" OPENING G 2X BUCK MULLION X3. z°PPgypIN z_m o 0 ---T I.S. 0 IL (TYP.) �1 g y+ m o:a ME _ II II — — aa v p� II II � AR U� II II PP.) II II 2X II II - II in ov n BUCK--` II II FRAME G 2XBUCK II I( y MASONRY II II D IXBUCK II II 5i OPENING II II En J DIRECT TO II1I f 2X BUCK- MASONRY II II in2xBucK �,0 JAMBI L IXBUCK K MASONRY w DIRECTTO w I I <f o 3 I I I I 11 (TYP.®HEAD THRU STOPI I I 11 0 DIRECT TO 1 I— 3"(TYP.) 'm MASONRY --IJ-3'(TYP.j D 1XBUCK G 2X BUCK N N BUCK ANCHORING FRAME ANCHORING N MAX.FRAME WIDTH: 144" W W o $ in CONCRETE ANCHOR NOTES: oCo m 1.Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortoriolnls. 2.Concrete anchor locations noted as MAX.ON CENTER"musf be adjusted to IL moinfain the min,edge distance to morlar)oinis,additional concrete anchors ^h may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. —— 3.Concrete anchor tob)o: o ¢ f 5 MIN.:CLEARANCE MIN.CLEARANCE o a `ANCHOR- ANCHOR ,:,MIN:'::::.. iOMASONRY TO'ADJACENT..: i `:TYPE.'.. SIZE NT;,: EMBEDME _ o 0 ..; ,...,.; EDGE-. ....ANC1fOR� ' N-z U wITWsuse 4 25/T3 i a TAPCON° -1/4" 2" 4" scvE N.T.S. 01 ELCO -- ULTRACON0 1/4' 1.1/4" 1" 4" Dft BY. JK m' ` CM" LFS 3 WOOD SCREW INSTALLATION NOTE-5: I.Mainfoln o minimum 5/8'edge distance,1"end distance,&t`o.c.spacing of oiwnrro so: wood screws to prevent the spritling of wood. FL—16092.10 0 n r'+'�'•• r,7`�raj JK DIRECT 1O w Nj z @'r 0� d m MASONRY '�„V"'-. . =of rq MEEttNG STtTE MASONRY D IX BUCK '�i�i ..• lt�� >`j Q OPENING 2XBUCK MUWON 'r�If It�t .2 dm o yp WOW.) L _ c as (C° tz o d ad OL t n o !I p it II 2X D {E T I FRAME — G BUCK I I tDfRECT70 BUCK T Tto 2 BUCK (TyP-I II II D TXBUCK I) BUCK II a rn DIRECT Ix I I I I MASONRY MASONRYII ASONRY E) zdo OPENING ((YP.0 JAMB) I) (TYP.Q HEAD 2X BUCK I I-'TTTRU STOP) lilt t EI it ° _ II II i• ` 0. � DIRECT 10 V MASONRY D 7X BUCK m 4 a BUCK ANCHORING FRAMEANCHORING G 2XBUCK N cT 8 MAX.FRAME WIDTH: 46" NZ CONCRETE ANCHOR NOTES: 12 2 1.Concrete anchor locations at the comon may Rae adjusted to maintain the min. a edge distance to mortarjolnts. o < 2 Concrete anchor locations noted as'TAX.ON CENTER"must be adjusted to z maintain the min.edge distance to mortar-Joints,oddiilon al concrete anchors m may be required to ensure the"MAX.ON CENTER'd1menslon are not exceeded, w z a 3.Concrole anchor table: a o .:-. .'.. . /HiN:CLEARANCE' MIN.CLEARANCE_. `a ' LL dNCNOR. ANCHOR• MIN.. TO MASONRY ..TO'ADJACENT " O o 7YPE ?'.SIZE'. 'EMMEDMENi N'z a ..::EDGE:' �• .� 'ANCHOR i-, a TAPCON DAM 4 25 7 3 z z ITY! a 114- 1-1/4" 7 4" o Scut N.T.S. •+ a ELCo a T/A" 1-1/A" 1" 4" �'uy` JK 91 ULTRACON cnx.sv: LFS i g WOOD SCREWINSiAtTATTON NOTES: DIWWW"D, a i.Maintoln a minimum 5/8"edge distance,t"end distance.X T"o.c.spacing of n p g FL-16092.10 wood screws to provost the spRlltng of wood. cr d 5xlss 5 Dr 6 � S 4 BILL OF MATERIALS REM# DESCRIPRON MATERIAL 3.9T ttc _ :-A?_ -,Vl y '•"�' •,.ta''�� A I X BUCK(SG>=0.42) WOOD i% _xI A B 2X BUCK(SG>=0,42) WOOD — 0.0B -'F C IN MAX.SHIM SPACE } 9 AF36(1-1/T Brick Mould) :Oo 0 8 W ro D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL I c MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI o E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE N N S �ry F ^��Jr/!/(!1 I TI 4�� o n m z° F #8 X 3"PFH WOOD SCREW t"MIN.EMBEDMENT) ) STEEL LH[� � ci �y I j o I' 1 f' xG 08X2'PPi�WOODSCREW i-Tt16MIN.EMBEDMENT STEEL "==�r 3 m� •fi{' "t�_._v_,E:__i__A o E� z $od J 1/4"X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL f �z f a a �`Y S d t a K 1/4"X 4"PFH ELCO OR ITW CONCRETE SCREW STEEL 0 D fj � L,t�ds1 n u"� m o:a L I/4"X 3.1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL c° 1 FRAME' PVC 1 FRAME �� AFS9(Masonry Flange 1) V672(Moses Flange 2J 2 SLIDER PULL STILE' PVC r o. 3 LOCK STILE* PVC 4 KEEPER ST1LP PVC 6^ GLAZING BEAD' PVC 204' — OPTIONAL COSME11C FLANGES O 6 SLIDER COMMON RAIL" PVC �� 7 METAL ROLLERS wJ PLASTIC HOUSING i (— —1.9 g o 0 8 WEATHER TRIP(0.230") 9 WEATHERSTRIP(0.380) It SILL TRACK ALUM p o� oDr (� f't -0.07" L o 16 REINFORCEMENT LOCK&MEETING STILE)(CS TYPE B HdT OIPpED GALV. STEEL 18 #8 X 1-1/4"PFH SMS STEEL O m " o 3 19 LOWER FLANKER STOP(2991C) NYLON (--mT—�) �0.8W m 20 UPPER FLANKER STOP(2291 B) I NYLON 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY 2 SLIDER PULL Stt1E O IOCK StttE q KEEFER 3iRE 5 G�ZtNO 6FAD x EXTRUDERS UCENSEER IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". U G IAT d n 7 w 16"X GLAZING GT PE azo LAMATEK �L_... BYt JT GLASS BITE 7f8 THICK GLASS o �t.d"—�i p-p- C� o � =— SNLTRACK REINFORCEMEM lu —1 J6' T��+ hNNEALED (�St10ER COMMON RAIL T 1 16 lock 6 Meotino suo $ a Q v un x o C5 — AIRSPACE o -�- f _ _N z 1/8'hNNEhIED i 1 � � __. o uo_ (� ' mr: 4125113 i z INTERCEPTSPAC13t Ir�-- 0471 0.09' SCALE: N.T.S. S Zo.W" cNK.er_ LFS0.08"_Y( 0.0B" 0.67 DPAIMc No. 8 ^_ 1� (OWFR FLANKER STOP 20 UPPER FLANKER STOP fl.-16092.10 0 s-- 6 ov 6 0 a 0 311512020 Florida Building Code Online f/Xle'18 'tit, =VA~4 5�MIT SCIS Home Log In Us.,Registration i Hot Topics t Submit surcharge Stats&Facts j Publications Contact Us 13CIS Site Map I Links t Search did Product Approval Flo(b roUSER:Public User Product Approval Menu>Product or Ap i_p±carion Search>L�p_p >Application Detail FL# FL15816-RB Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Wincore Window Company, LLC Address/Phone/Email 250 Staunton Avenue Parkersburg,WV 26104 (304)485-7460 Ext 228 mreed@wincorewindows.com ALL WORK SHALL COMPty Authorized Signature Vivian Wright S FLORIDA 1331,14-0:"��,-t ODE5 rickw@rwbldgcor It tRffl0NALELF-CT1NC ,-00E Technical Representative Mike Reed AND THE CITY ORDINANCES Address/Phone/Email 250 Staunton Turnpike Parkersburg,WV 26104 (304)485-7460 Ext 228 mreed@wincorewindows.com Quality Assurance Representative Mike Reed Address/Phone/Email 250 Staunton Turnpike Parkersburg,WV 26104 (304)485-7460 Ext 228 mreed@wincorewindows.com Category Windows Subcategory Fixed 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. V Validation Checklist-Hardcopy Received Certificate of Independence FL15816 R8 COI (a)Certificate of Independence.prif Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2008 AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1300 J 2004 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202,203 1994 hftps://www.floridabuilding.org/pr/pr_pppjU.aspx?param--wGEVXQwtDqueql%2bT71%2fFl I FhvPkql hMgm3ZEfL2xbiHRnSqSzZpXkg%3d%3d 1/4 ' 311512020 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option o Date Submitted 07/20/2017 Date Validated 08/03/2017 Date Pending pacApproval 08/07/2017 Date Approved 10/10/2017 Date Revised 12/14K2019 Summary of Products jFL# Model,Number or Name Description 15816.1 a. 8400 Series Vinyl Fixed Window Extruded PVC Fixed Window with"Non-Impact"Insulated Glass Limits of Use Installation Instructions 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 15816.1 for Design Pressure Ratings,any FL15816 R8 AE U2) Fval 15816.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes 15816.2 f�fb i Series Vinyl Fixed Window Extruded PVC Fixed Window with"Impact"Insulated Glass Limits of Use Installation Instructions 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 rNST 15816.2 for Design Pressure Ratings,any FLIS816 R8 AE (b Eva[ 158I'6.2.pgf additional use limitations,installation instructions and product Created by Independent Third Party:Yes 115816.3 c.8800 Series Vinyl Fixed Window Extruded PVC Fixed Window with"Impact"Insulated Glass- (Geometric Shape Configurations) Limits of Use Installation Instructions 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 15816.3 for Design Pressure Ratings,any FL15816 R8 AE N_k�Lal 15816.a.p additional use limitations, installation instructions and product Created by Independent Third Party:Yes 15816.4 d.8800 Series Vinyl Fixed Window Extruded PVC Fixed Window with"Impact"Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ:Yes _15816,4p&f 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 additional use limitations,installation instructions and product Created by Independent Third Party: es 15816.5 e, 8800 Series Vinyl Fixed Window Extruded PVC Fixed Window with"Impact"Insulated Glass- I (Geometric Shape Configurations) Limits of Use Installation Instructions 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 15816.5 for Design Pressure Ratings,any FL15816 R8 AE fl2) pff additional use limitations,Installation instructions and product Created by Independent Third Party:Yes 15816.6 f.7700/9900 Series Vinyl Fixed Extruded PVC Fixed Window with"Non-Impact"Insulated Glass hxpa://nwmw.tloridouuildinoong/pr/pLappjU.aopx?pamm=wGsVXQvmDqueq1Y62bT71%2fF11FhvPkq1hMgm3zEOL2xbiHRnSqozZpXkn%3d56ou 2/4 I 3/15/2020 Florida Building Code Online Window Limit.of Use Installation Instructions Approved for use in HVHZ: No FL15816 RS H b Inst 15816.6.pd 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 15816.6 for Design Pressure Ratings,any FL15816 R8 AE (b)Eval I5816.6.pdf additional use limitations, installation Instructions and product Created by Independent Third Party;Yes particulars, 15816.7 g.400 500 Series Vinyl Fixed Extruded PVC Fixed Window with Nailing Fin"Non-Impact" Window Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ: No FL15816 R8 11 15836.7.pdj 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 15816.7 For Design Pressure Ratings,any FLIS816 R8 AE (b)Eval 15816-7.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 115816.8 h. 5400/5400S Series Vinyl Fixed Extruded PVC Fixed Window with"Non-Impact"Insulated Glass Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL15816 R8 11 (!a) Inst 15816.8,pd 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 15816.8 for Design Pressure Ratings,any F(15616 RS AE (b)Eval 15816.8,pdf additional use limitations, Installation instructions and product Created by Independent Third Party.Yes pzirticulars, 15816,9 1.5400/5400S/7700/9900 Series Extruded PVC Fixed(Transom)Window with"Non-Impact" I Vinyl Fixed(Transom)Window Insulated Glass [Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS816 R8 11 (11)Inst 15816.9.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 15816.9 for Design Pressure Ratings,any FL15816 R8 AE (12) Eval 15816.9.pd additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15816.10 j, 5400/5400S/7700/9900 Series Extruded PVC Fixed(Casement)Window with"Non-Impact" Vinyl Fixed(Casement)Window Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ:No 1`1_15816 RS 11 (b) Inst15816.10.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 15816,10 for Design Pressure Ratings,any FL15816 R8 AE (b)Eval 15816,10.pjf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. -I k.400/500 Series Vinyl Fixed Extruded PVC Fixed(Sidelite)Window with "Non-Impact" ,�15816.11 (Sidelite)Window Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ: No FL15816 R8 11 (0)_Ln5tj_a8j6_jI.p_df Approved for use outside HVHZ.-Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure. N/A Evaluation Reports Other:See INST 15816.11 for Design Pressure Ratings,any FL15816 R8 AE (b)Eval 15816,11.pd additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars, 115816.12 1.5400/5400S/770'0/9900 Series Extruded PVC Fixed(Sidelite)Window with"Non-Impact" Vinyl Fixed(Sidelite)Window Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ: No FL15816 R8 11 N Inst 15816,12.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 15816.12 for Design Pressure Ratings,any FLIS816 R8 AE (b) Eval 15816.12,c)df additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. hftps://www.floridabuilding.org/pr/pr_appjfl.aspx?param--wGEVXQwtDqbeql`/`2bT71*/`2fFll FhvPkqlhMgm3ZEfL2xb!HRnSqSzZpXkg%3d%8d 3/4 3/15/2020 Florida Building Code Online RE (K-ri Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED 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 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: ®® ® Credit Card safe hftps://www.floridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQWtDquegl%2bT71%2fF11FhvPkglhMgm3ZEU_2xbiHRnSgSZZPXkg%3d%3d 4/4 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board or Professional Engineers Certificate of Authorization No.9813 Proditet EvOtation Report / / 816.6 i Product Category Sub Category Manufacturer Product Name Wincore Window Company,LLC. 7700/9900 Series Windows Fixed 260 Staunton Turnpike Vinyl Fixed Window Parkersburg,WV 26104 "Non-Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID#1998) for Wincore Window Company,LLC.based on Rule Chapter No.61G20-3,Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2&R301.2.1.2. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15816.E require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FLA 5816.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by AT]B6715.02-501-47 AAMA/WDMA/101/I.S.2/A440-08 Architectural Testing,Inc. Lynn George ATI C6371.02-501-47 AAMA/WDMA/101/I.S.2/A440-08 Architectural Testing,Inc. Lynn George 2. Miami-Dade NOA Material 15-1201.11 Saflex® PVB Interlayer(Eastman Chemical Co.) 3. Drawing No. Prepared by Signed&Sealed by No.FL-15816.E RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt.P.E. ASTM E 1300 Glass Load Lyndon F.Schmidt,P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Wincore Window Company,LLC.is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. �Q;5FtiG49;<<�Pp f _ z gbh r�'l•'!:;;'.'-- "S�GiiiSc Lyndon F.Schmidt,P.E. FL PE No.43409 Sheet 1 of 1 7/18/2017 TN 96"MAX O.A.FRAME WIDTH ~-A' IBC 011101. 90.63"MAX.D.L.O.WIDTH = i o WINDOWS&DOORS541 250 Staunton Turnpike,Patkersbur&WV 26104 oZq 'ti o Em zm ma u `a a12 7700/9900 Series ° m d a Ko s > v Vinyl Fixed Window a CTa "NON-IMPACT" � p C W z p J W In Zit! v GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th it Edition(2017)Florida Building Code(F8C(structural requirements a� 24.. a excluding the"High Velocity Hurricane Zone"(HVHZ). MAX: MAX. 1)ES1GN PRESSURE(PSF) x X FRAME D.L O. GLASS: y 2. Product anchors shall be as listed and spaced as shown on details. DIMENSION DIMENSION TYPE.- :''Pt I VE -NEGATIVE,, o !n Anchor embedment to base material shall be beyond wall dressing 4 or stucco. 60,0"X 48.0" 54.63"X 42.63" GI,G4 +50,0 -50.0 N N 2 3. When used in areas requiring wind bome debris protection this 53.0"X 53.0" 47.63"X 47.63" G1,G4 +50.0 -50.0 product is required to be protected with an impact resistant covering W N that complies with FBC Sections 1609.1.2&R301.2.1.2. 72.0"X 50.0" 66.63"X 44.63" Gt,GA +40.0 -40.0 e m d 4. For 2x stud framing construction,anchoring of these units shall be the 84,0"X 40.0" 78.63"X 34.63" Gt,04 +35.0 -35.0 0 0 b some as that shown for 2x buck masonry construction, o o n 60.0"X 60.0" 54.63"X 54.63" G1,G4 +35.0 -35.0 a z a S. Site conditions that deviate from the details of this drawing require F d further engineering analysis by a licensed engineer or registered 84.D"X 63.0" 78.63"X57.63" G2,G5 +50,0 -50.0 "z i 3 architect.41 o N o 0 4 5 76.0"X 72.0" 70.63"X 66.63" G2,G5 +50.0 .50.0 - "x ¢ iN O o TABLE OF CONTENTS z o SHEEtft DESCRtPTtON 84.0"X 66.0" 78.63"X 60.63" G2,G5 +45.0 -45.0 onto 4130113 0 < 1 Typical elevatioru,dosign pressures and general notes scasE: N.T.S. 5 2 Horizontal cross sections 78,0"X 72.0" 72,63"X 66.63" G2,G5 +45.0 -45.0 DM.BY: JK m 3 Duck anchoring !FL-15816.5 BY: LJFS3 4 Frame onchodng 96.0"X 72.0" 90.63"X 66.63" G3,G6 +50.0 -50.4 ING too.; � 5 Bill of materials,eomponenis an giozing details 0 r 1 O v d RACIlents\Vhntom PERMANENTVI-Florida Product Apprarals\FL-15816 Fixed WindoMC-Drwwings\Curmnt\FL-15816.6.dw9 21 0 m ro m n Q� ro '=•o N or'a$ ni rp m ro G1 41 C4 O + N W CL O rn b P O m m p O N W NN N-•� 06 A ON b Q t� 0 D tea LJ C a n0 fA _ z Q a dN Z En Cl- 0 N W p© n a z o'1--• 2 oQ mcirr n N A1co 1Q r�i (m is CQn w No.43409 �0 t0 o ^ s Q I PRODUCT: Dooumentn Pre"red t7 8'TAILQF Ff 7700 44DD SERIES Lyndon F. sehmidt ��.^� AXORiDt•`.= ♦,�� IN u 3 017)FEIC LFS P•E• No. 43409 6 01 17 UPDATE TO 6TH ED. 2 /11 1S UPDATE TO 5TH ED. 2014 FBC JK PART OR ASSEMBLY: Gp BUILDING CONSULTANT � p1 't R !4 -.. 7 S DZ 24 ADDED 5l2ES DLAZttvC DETAILS JK tfL�P.O. Bax G.Valrieo, FL 33596 " rn NO PATE gy HORIZONTAL Phone No.- 813.659.9197 REVISIONS GROSS SERONS FBPE CA No. 9813 02013 R.W.StIILaING CCNnULTANT6 INC. 10"MAX.O.C.(TYP.j 4: r��'•., • �Y P 1 �,�� ... z d but nn n !U , z 'MAX.O.C.(TYP.) 4" 9— - -.-�-- r�� m m o UO a n� Kj o a �• n77 +�•.. °r 2X BUCK D 2X BUCK TYP. 4 MASONRY w O OPENING ? w � MASONRY OPENING p o z n: rn m ¢ BUCKANCNOWNG 77'X489'MAX RUCKANCNORING 4 $ 96•X 72"MAX n x o ooca 3 NNz a p N to = In CONCRETEANCIIORNOTES: � ooy 1.Concrete anchor locations at the comers may be adjusted to maintain the min.edge distance to mortarjoints. ¢w'4 o a 2.Concrete anchor locations noted as MAX.ON CENTER"must be odjusted to j o.q¢ i maintain the min.edge distance to mod anoints,additional concrete anchors n inv m may be required to ensure the"MAX.ON CENTER"dimension ore not oxceeded. ^ J.Concreteanchortoble: o '' " MtN.CiFARANCF' MtN.:QLFARANCF AN NOR ' - -EMBEDMENT.. TO'MASONRY`l' TO.ADJACENT:.: x ....... .,SIZE 'EMBEDMEM. _..<:. . 0 0 :.. EDGE.::; ANCHOR.ITW z TAPCON' 1/4 1.1/4" 2" 4" DAM, 4 3TI 13 i ELCO sr�rs N.7:S. ULTRACON® 1/4" 1.1/4 1" 4" own.or. JK m WOOD SCREW INSTALLATION NOTES: ctfK.vr•. LFS SI.Matntotn a minhnum 3/8"edge distance.1"end distance,&I"o.e,spacing of oaxwec NO- wood screws to prevent the splitting of wood. FL-15816.6 a r •p""- sneer_�L OF Ji ;a n MASONRY rn OPENING --3 EQUAL SPACES y z �O a�? MASONRY 3EQUALSPACFS 6,. %,� .,• may`t- cc "' OPENING PP.) >°ro m 1 ,,�r�tl/1l•11�t� o n14 m z 42XBUCK a ozpx, N" m Z FRAME2XBUCKF 2XBUCK — FRAMEG TXBUCK tr CKDIRECT TO CT TO w z H:4 tvtA5ONRY ONRY _ TYP. _ TYP. o 2XBUCK-_ o-- ,d 77 FRAMEANCHORING a ar 7T X 48"MAX _ ty 4.Q FRAMEANGHORWG n a o $ 96"X 7T MAX N N z us 4 w o V) moo CONCRETE ANCHOR NOTES: N 1.Concrete anchor locotions al the comers may be adjusted to maintain the min. w edge distance to mortar joints. a a w 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a rfi'o ri maintain the min.edge distance to mortar faints,additional concrete anchors >> z 8 may be required to ensure the`MAX.ON CENTER•'dimenslan are not exceeded. r a 3.Concrete anchor table: a ANCHOR ANGNt3R MIN.CLEARANCE: ;MtNi;CLEARANCE 6 m' TYPE. S(2E':`::yEMBEDMEM TO MASONRY;;: :70,ADIACENT. LL OR :c ">,v o n ANCH ° ITW CAM 4130113 ? TAPCON® 1/4° 1-1/4" 2" 4" S ELCO sans N.T.S. a ULTRACONO 1/4" 1-1/4" 1" 4" MIG.BY: JK m v sxx BY: LFS 8 WOOD SCREW INSTALLATION NOTES: T.Maintain a minimum SAr edge distance.1"end distance,&l"o.c.spacing at MW.NG No, n wood screws to prevent the splitting of wood. FL.—75816.6 SHesr 4 OF 5 LULL-CF—MATERIALS riLw-- UM 0 DESCRiMON MATERIAL 46� A I X BUCK(SG>=0.42) WOOD B 2)(BUCK(SG>--0.42) WOOD 0.071" R 0 Z z P 000 C 1/4"MAX.SHIM SPACE D 1/47 X 2-3/4PFH ELCO OR ITW CONCRETE SCREW STEEL ......... z MASONRY-3.000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE c;E;f; E 0.069"— 0.05r— it%% 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 p a STEEL z F #IOXZ'P WOOD SCREW(1-7116'MIN.EMBEDMENT) _ -- f OPTIONAL COSMETIC FLANGES 2� 5 G 1/4"X 2-3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL J= 0 g. I V) H 114!'X 2-1/4"HWH ELCO OR ITW CONCRETE SCREW STEEL FRAME m a:IL PVC I FRAME(PI7701WH)' 6 oz E.ll 4 2 ,11"GLAZING READ(BV79WH) PVC I-------n cs ve .0 THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY 310. J, EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS!'. i3 obi AF59(MOSOmy Flange 1) v672(Masonry Flange 2) GLAVNG BEAD (n I/TGLASS 0 11�4 � - c� BITE 711T THICK GLASS - liViRASS I/TGLASS m 7/8'THICK GLASS 7/8'THICK GLASS BITE BITE IffANNEALED 3116-ANNEALED 3/16'TEMPERED AIR SPACE AIR SPACE AIRSPACE 3/1 G'ANNEALED 3/16TEMPERED 1/9'ANNEALED - In IATX 1/7, INTERCEPT SPACER 1116,X 112, INTERCEPT SPACER 1116'X 1/2' INTERCEPT SPACER GLAZING TAPE GLAZING TAPE GLAZING TAPE .4 BY LAMATEK BY LAMATEK BY LAMATEK zo GLAZING DI GLAZINGIS .DETAIL. GLAZING DETAIL , W (See General Note 3,Sheet 1) (See General cn 17 G2 @G ItSt!Nenerol Note 3.Sheet 1) nerd Note 3,Sheet 1) I/TGLASS BITE 718'THICK GLASS LASS 1/2'GLASS117'G 7/9'THICK GLASS BITE 7/8'THICK GLASS BITE Iffl'ANNEALED I ff ANNEALED 11VEMPERED t2 0.030'SAFLE)PPVB INTE 0.03T SAFLEX6 PVB INTERLAYER 0.039-SAFLEXOPVB INTERLAYER INTERCEPT RLAYER w EZ I/Er'ANNEALED IJTANNEALED I/8"TEMPERED AIR SPACE AIR SPACE AIR SPACE 113 IIWANNEALIED El 3/16"ANNEALED 3116-TEMPERED z u m1f, 4130113 E INTERCEPT SPACER INTERCEPT SPACER INTERCEPT SPACER scale: N N.T.S. M.W: JK a 1/16-X 1/2' 1116"X 1/2' 1/1161 x 1/7, c"K,byz GLAZING TAPE GLAZING TAPE GLAZING TAPE 16� BY LAMATEK BY LAMATEK BY LAMATEK MMIG RO LFS @.gL41ING DETAI,1, GLAZING Dff,1AI1 @�PGLAZING DErAIL, FL—15816.6 a G6 G4 IS. G5 (See General Note 3.Sheet 1) GLARING DETAIL Note 3.Sheet 1 I (See Gonerci Note 3,Sheet 1) '7/13/2020, Florida Building Code.Online W-1-1114—TA—Lj BOSHorne Login User Registration Hot Topics Sub7turcharge Stats&Rafts Publications Contact Us BCIS Site Map finks Search dProduct Approval b�`da USER'Public User Produce A pmwal 1- >Prod u--t or Apr 6pplLatlan List>Application Detail —9 FL# FL15225-R4 Application Type Revision 4F 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 Therma-Tru Corporation Address/Phone/Email 119 Industrial Drive Edgerton,OH 43517 (419)298-1140 rickw@t*bldgcon5ultants.com Authorized Signature Vivian Wright rickw@rwbidgco .171WEETIPOW SHALL COMPLY pqpk AUNt CODES FLORIDA BUILDIKU4: Technical Representative NATIONAL ELECTRIC '1(')F'- Address/Phone/Emall AND THE CITY OF ZE"�'HY1tiriii-LS ORDINANCES Quality Assurance Representative AddreSS/Phone/Email it RF-\Ill=\ Category Exterior Doors 7 EPth Subcategory SWinging'Exterior Door Assemblies YAMINER Compliance Method Certification Mark-or Listing Certification Agency National Accreditation&.Management Institute Validated'By :Ryan 1. King,P.E Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) S-taridard year 101/I.S.2 1997 ASTM-E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201,202,203 1994. Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect ELjU_25 R4 jv4a gL_ _lpncy Product Approval Method Method 1 Option-A --- A" 1�1312020 Florida Building Code Online Date Submitted 139/21/2017 Date Validated 12/2012017 Date Pending F5C Approval Date Approved 12/22/2017 Summary of Products FL# Model,Number or Name Description 15225.1 a."Classic-Craft"and'Benchmark by 6/8 and,81.0 Opaque and Glazed Fiberglass Door with and Therma-Tru" without Sidelites.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for-use in HVHZ:No 1`1_15225 R4 C CAC 15225,j-NA1%,11 cents.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12131/2021 Design Pressure: N/A Installation Ihstructions Other:See INST 15225.1-68(6'8 Door Products)- INST ..FL15225 R4 11 a- Inst 15225;1-68.udf 1522S.1-80(8-0 Door Products)and.INST 15225;.68M(6'8 rL15225 r4 N ta, Inst 15225-11-80,jqdf Door Products Direct to Masonry)for Installation Instructions. FL15225 R4 It (a) Irst 15225-65M..p& (Note-Glazing Shall comply with ASTM E1300-04) F1 15225 P4 Ir FIL-1,522SA Q37;-] Verified By: Lyndon F.Schmidt,RE.43409 j. Created by Independent Third Party-Yes Evaluation-Reports FLIS225 R4 AF a) Eval 15225.1-68.p Created.by Independent Third Party:Yes �225.2 "Construction Series"and 6/8 Opaque Steel Door with and without Sidelites.,Inswing and "Benchmark by Therms Tau" Outswlqg. Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1522_5 R4_C CAC_15225,2 NP-34 Ct::rt4a3rif Approved for use outside-HVHZ:Yes Quality.Assurance Contract Expiration Date Impact Resistant.Yes 12131/2021 Design Pressure:N/A 1ristalla.0on:Instructions 21 Other:See INST 15225. -68(6'8 Door Products).and. LL INST �152;1!�P4 1j_(g!)jn jqa25.?-68.p L_ y 15225-68M(6'8 Door Products Direct.to Masonry.)for h�1_45225-5fjNlk.p tf installation instructions.(Note-Glazing Shall comply with _FL?�225, P4 H 1,FL-15?�S 2�Glazing_qe_l_p{f ASTM E1300-04) 'Verified By: Lyndon R Schmidt,P.E.43409 Created by Independent Third'ParLy:Yes Evaluation Reports Fl�1;j225 R4 C;2a)_i.yaI 152 4tp±0 FL152;L5 R4 J_kr- fa_)-D-.15_225-6 81��j_�. df Created by Independent Third Party:Yes 15225.3 c."Fiber-Classic"and"Benchmark by 6/8 and 8/.0 Opaque and Glazed Fiberglass Door with and Therma-Tru" without,Sidelites.Inswing and Outswing Limits of Use Zertification Agency Certificate Approved for-use in HVINZ.No FL15225 RA:_G <<AC_1SL25.3 FiAvli Approved for use outside HVHZ-.Yes Quality-Assurance Conti-act Expiration Date Impact Resistant;No 12/31/2021. Design Ptessure:.N/A .Installation Instructions Other:See INST 15225.3-68(6'8 Door Products),,INST FLI, 25 _R4 ',LL(A) 15225,7�-68. rV 15225.3-80(8'0 Door Products)and INST 1522S-68M(5'R 1115225 R4 11 fa) Inst 15225,3-S0.Pdf Door Products Direct to Masonry)for Installation instructions. FL25?25 Rd IT (a)Inst 15225-6.1;M.pdf Note-Glazing-Shall comply with ASTM E1300-04,.(This.product FL152255-R4 11 approval requires the use of"3"part number doors and Verified'By.: P.E.Lyndon F.Schmidt, 43409 sidefites',which*have been stained or painted::witbin 6 months Created by Independent Third Party:Yes of installation=Excludes Opaque Benchmark Door Panels:) Evaluation Reports FIA5275_LI4 AF (all P—if f Created.by Independent Third Party: Yes i 15225.4 d.'Premium Series"and"Benchmark 6/8 and 8/0 Opaque Steel Door with and without Sidelites. by Therma-Tru- Inswing and 6utswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No F 15?-25 R4. C Cfkg�J52 jf gg E, -df_ -!-5.-f:,- Approved for use outside HVHZi Yes Quality-Assurance.Contract Expiration Date Impact Resistant.Yes 12131/2021 Design Pressure;N/A Installation Instructions Other:See INST I5225.4-68(618 Door Products),INST _R4 -4 t4A.p 15225.4-80(8-0 Door Products)and INST 15225-68M(6-6 1 b E;;!Z" 4-G a Door Products Direct to MaSGnry)for installation instructions. LP11 j225 n$ 2Z !-8Q J, _Lj 5 5. (Note-Glazing Shall comply with ASTM E1300-04) EL15225 R4 1j..F&ISZ25,4 Glazing ju Af Verified By: Lyndon Schmidt,P.E.43409 Created by Independent Third'Party.:Yei Evaluation-Reports FL1,5225 R4 AF L-15 2 g5.& MA p -?J13/2020,' Florida Building Code Online F L 15 25 5 P 4 Alff flt)F" I I FL-,5,?2S P,4 AE_(t1l Evgl 15,25.4-81_10,_f Created by Independent Third Party:Yes 15225.5 e. "Smooth-Star"and"Benchmark by 6/8 and 8/0 opaque and Glazed Fiberglass Door with and Therma-Tru" without Sidelites.inswing and Outswing Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL15225 R4 C CAC 15225.5 NIAMf cr_rt�ndP Approved for use outside HVHZ:Yes quality Assurance Contract Expiration Date ) Impact Resistant: No 12/31/2021 Design Pressure:N/A Installation.Instructions Other:.See INST 15225.5-68(6'8 Door Products),INST FL152?5-_R4 11 (a)-JrSt!!:_2,�-5-b5- df 15225.5-80(8'0 DoorProducts)and INST 15225-68M(6'8 FL,5225 Pjl 11 (a' In," Door Products Direct to Masonry)for installation instructions. FLI 57?5 R4 11 (a)I pa, Note-Glazing Shall comply with ASTM E1300-04.(This product FL-_ 225 FA it FL-15225.5 G1az1,qg_Q(_tL__p approval requires the use of"I"part numberdoors and Verified By: Lyndon F.Schmidt,P.E.43409 sidelftes,which have been stained or painted within 6 months Created by independent Third Party:Yes of Installation-Excludes Opaque Benchmark,Door Panels.) Evaluation Reports FLI FL__1'5225 R-d AE [a) Created by Independent��_Party:Yes 15225.6 f."Premium Series","Construction 618 and 8/0 Opaque and Glazed Steel Door with Transoms- Series"and-Benc1frnark'byTh6rrna- With and without Sidelites.Inswing and Outswing Tru"with Transoms Limits of Use Certification A Certificate Agency Ce cate Approved for use in HVHZ;No CAC Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2021 Design Pressure: N/A Instbilation Instructions Other:See INST 15225.6-58(6.8 Door Products)and f st 1522-5 &_E�. -ILL(A)b! a,(_ 15225.6-80(8'0 Door Products}for installation instructions. FL15325.:.R4 11 ta)_!nst 152Z�.6-80.off (Note-Glazing Shall comply with ASTM E1300-04) ELI 22 R4 ),I F -I L2�1 5.6�Cja-1 r.g_9 i-t t. p_S1_f . Verified By: Lyndon F.Schmidt,P.E.43409 Created by Independent Third Party:Yes Evaluation Reports FL15225 R4 AE ja a: Eval FL15225 R4 Ab fai t-val 15225.6-8().(a+ Created by Independent Third Party:Yes contact us:*,2601 Blair Stone Road,Tallahassee FL 32399 Phone:1356-487-1824 The State of Florida is an AA/EEO emolayer.Copyt ht 2007-4013 State-of Florida,::.Privacy Statement:-Accessibility.Statement.:Refund Statement Under Florida law,emall addresses*are public records.If you do not want your e-mail address released in response.to a p0jic-recor6 request,-do not send electronic Mal)to this entity.Instead,contact the office by phone or by traditional mail;Ifyou'have any questions,please contact850.487.1395.*Pursuantto SeEgn'455.275(l), Florida Statutes,effective October.1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one The em4ils provided may be used for official communication with the licensee.However email addresses ari'pubk record,if you do not wish it)supply a.P crikonal address,please. provide the Department with an email address which can be made available to the public.To determine it you are a licensee under Chapter 45S,ES.,please click here. product Appriaval A_p1__ fddit.Card Sale- ht1nc-JJwu,w flnririnhi jildinn nrninrinr ann dH.asnx?narafn--wGEVXCiwthav3vW RA Ok -16 Li xA � j(jZjQ -S 6OG/2b2J1O2 6 oauKJiiDhclF6uTlA0/o3d%3d .313 R R W Building Consultants, Inc. W Consulting and Engineering Services for the Building Industry P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board ofProfesslonal Engineers Certificate ofAuthorization No.9813 Anchor Evaluation Report Repol-t No.: FL-1,5225-68JITA Date: Decenibei- r 017 Product Sub Category Manufacturer Product Name Category Swinging Therma Tru Corporation 6'8.Single&Double.Opaque Exterior Exterior Door 118 Industrial Dr ' Doors wi&w/o Sidelites Doors Assemblies Edgerton,01143517 Outswing Phone 419198.1740 Direct to Masonry Installation Scope: Product Evaluation report issued by R W Building Consultants,Inc,&Lyndon F.Schmidt,P.E.{System ID#1998yfor Therma Tru'Corporation,based on Rule Chapter No.61020-3,Method 1A of the State of Florida Product Approval,Dept.of Business&Professional Regulation_ RW Building Consultants and Lyndon F.Schmidt,P.E.do not have not will acquire.financial interest in the company manufacturing or distributing the product or In any other entity Involved-In the approval process of the product named herein. Limitations: 1. This product anchoring has been developed in compliance With the 6th Edition(2017)Florida Building.Code(FBC)_structural requirements:excluding the"High Velocity Hurricane Zone". Seethe Certification Agency Certificate fbrs.'rzes,specifications-and design pressure ratings. 2. Product anchors shall be as listed and spaced as shown on details.Anchor errtbedinantto base material shall be beyond wall dressing,stucco;.foam, brick and other wall coverings. 3. Wood screws shall be installed following installations instructions of ANSI AFBPA NDS 2015.All other fastener types to be installed following fastener manufacturer's installation instructions. 4. Fastener embedment depths,edge distance and cehteir-centerdistances:shalt;be specified by the fastener manufacture,but in no instance shall-they be less than shown in drawing FL-15225-66M. 5.Where shims are used,they must.be a"rigid tsftff'material that complies with the.requtrements of the 1'BC. 6.Positive and.negative design pressure requirements for use with drawing FW5225-68M shall bedetermined-by others for specific jobs in accordance with,the governing code. 7. Site-conditions that deviate from the details of drawing FL-15225-68M require further engineering-analysis by a licensed-engineer or registered architect. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by, TEL 014601.45 ASTM E330-02/E180 -02/E1996-02 Testing:Evaluatiorn Lab: Lyndon F.Schmidt,P.E. ETC 01 741-11006.0 ASTM E330-021TAS 201,202,203-94 ETC Laboratories ,loseph L.Dolden,P.E. 2. Drawing No. Prepared by Signed&.Sealed by No.FL-15225-68M M Building Consultants,Inc.(CA498'13) Lyndon F.Schmidt,P.E. 3. Calculations :Prepared by Signed.&Sealed by Anchoring RW Building Consultants,Inc.(CA#9413) Lyndon F.Schmidt,P.E. ®�N� �ose.sso•er4J'�.'dtA�pd' No 43409 a aw o m STATE OF Ark o�-A% {�R P•� •= s• o C 9f w �&/0 Nos 1' � e Lyndon F.Schmidt,P.E. FL PE.No.43409 Sheet 101 12/2012017 O i SN * D: THERMAITRUO VERALL' J 105.50°MAX.OVERALL FRAME WIDTH O WIDTH THERMA TRU DOORS s s s s s s �, +; zq:t 1 10 INDUSTRIAL DR..EDGERTON,OH 43517 - _ /// •••.• `�� J O"�m It it It-SI IZ-_-�J IL_�! i ,�ii /// •*• O�� "Smooth-Star"and ''Benchmark by Therma-Tru" i 4 �-� W 2 I I I I I I I 1 1 I I I 1 1 1 1 1 1 U Lp p C >(7 4 i I, 5 CI 6r6r �NOa` RAvZ�- _MmJ a., j ,� ,y1 "y'I, 6'8"SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W 1 ' .O T 5 r un W/&W/OUTSIDELIES 5 iI ! '1 1, INSWING/OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES a.o R _ J 2 4 5 6 T 2 3 4 5 6 General Notes A 6 6 6 6 6 6 6 6 6 6 6 6o ow 1 to ^ 1. This product anchoring drawing has been developed in compliance with the 6th Edition DOUBLE W/SIDELITES OXXO SINGLE W/SIDELrrES OXO � a Q (2017(Florida Building Code(FBC)excludng the"High Velocity Hurricane Zone"..See the MAX DESIGN PRESSURE MAX DESIGN PRESSURE- Certification AgencyCertific6te for saes.specifications and ratings. +55.0 -55.0 +40.0 -40.0 �� 12 1. Product anchors shall be as listed and spaced as shown on details.Anchor embedment o! 3 to base material shall be beyond wall dressing,stucco,foam,brick and other wag 74 S0•MpX, S3•�MAX. o o coverings. 37.50"MAX. OVERALL WIDTH OVERALL WIDTH a a �{ OVERALL /// 3. Wood snows shag be installed following installation instructions of ANSI/AF&PA NDS 2015. WIDTH 2 7 2 3 m All other fastener types to be installed following'fastener manufacturer's installation 5 5 5 5 9 5 m Instructions. Kt t Fastener embedment depths,edge distances and center-center d'Lsiances shag be as =1 specified by the fastener manufacturer but in no instance shall they be less than shown in ` a �' �' a O.H. Z 5 'I 1' 'I I' S 1' 'I i' I I I 'I I' ' ', 1' 'I l' '1 1' C1 O this drawing. » 'I I' 'I I I I , I W W O O'® , 1 I I 5 4 I 1,, I1 ,I fA x 5 1 �� 5 O.H. 5 i' 'I i' 'i i' 'i i' 'i 5 li ,' Si 1�3 �u�i 111 a 5 � i ti L 5. Where shims are used,they must be a'rigid/stiff material that.complies with the . 5 0 _ 5 5 5 o requirements of the FBC. s $ 6. Positive and negative design pressure requirements for use with the drawing shall be 1'.e determined by others for specific jobs in accordance with the governing code. 5 1 y Z ^ E 2 7. Site conditions not covered by this drawing are subject to further engineering analysis. N d a 4 5 6 4 5 6 1 �23 4 5 6 rnN� m a q TABLE Of CONTFMS 6 6 6 6 6 6 6 6 6 N_Z v �F SHEEr# DESCRIPTION SINGLE X DOUBLE XX SINGLE W siaar E OX a I Typical elevagons,design preen res&general notes MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE °A 2/2 i 112 a 2 Buck anchoring +67.0 -67.0 +55.0 -55.0 +40.0 -40.0 Schm N.T.S. 9 e 3 Frame anchoring oYG.er JK 'm 4 Frame anchoring&big of materials OAK BY: LFS 3 LOCK HARDWARE MFG&SERIES OM'RNG 5 Horizanlai&vertical cross sections 6 Vertical cross sections KWIKSE7 SIGNATURE SERIES LATCH FL-15225.5-68 N KWIKSET sIGNATURE SERIES 7&0 DEAD90Lr a Gstun 1 OF 6 F z 4-= It 4" 4 4- 4 A z 0 G! 0.t2 M) MASONRY SHOWN FOR SHOWN FOR z 4 NMULLION NVULLION -7 4 11 MASONRY 4 11 OPENING 11 REFERENCE OPENING Typ I I REFERENCE a X Z*,� OPENING TYP. HEAD TYP. Z.0 C) & JAMBS HEAD'' HEADII MASONRY 44 JAMBS & JAMBS i N m'd 0 42X BUCK—/ 2X BUCK— 2 2X BUCK— II II uII MUWON 01 q SHOWN FOR I I 6 Id o II REFERENCE II d II ll II Cc,, m ti T, • SINGLE DOOR SINGLE W/SIDELITE SINGLE W/SIDELITES BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING i-C 0 F CL 4 4- 4- t 4. 4 4 t-J 8. =FF I t II MULLION )11 8 0 9Z MULLION U) MASONRY SHOWN FOR & JAMBS ASTRAGAL HEAD REFERENCE NOTES: SHOWN FOR & JAMBS 1.2X buck min.S.G. 0-55. 2X BUCK—/ REFERENCE 2X—) �2 TYP. HEAD SHOWN FOR OPENING TYP- REFERENCE BUCK Z)z X CONCRETE ANCHOR NOTES: 1.Concrete anchor locations at the comers may be aditnted to makitain the min. ASTRAGAL w 43 edge distance to morfarjoInts. m� SHOWN FOR R 0!6 'S 2.Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to maIntoln the rnh edge distance to marlarjoints,additional concrete anchors C; REFERENCE 6 oy be required to ensure the MAX.ON CENTER'danonsfon are not exceeded. z 3.Concrete anchor table: I u :KQR- AN-Oq,Ok ."MIN; :M'ly'CLI iAR WC�.E- MIN.CLEARANCE LEARANCE 21 21112 s= T S. ffi -TY SIZE jjp.MA;qNR ' MI46JAtEo� 2 Gt A' DWM B: ITW Cft BY. LFS TAPCONV 1/42' 41 DOUBLE DOOR MASONRY QouBLE W/SIQELrrES m BUCK ANCHORING DROM ND.3 ELCO OPENING FL-75225.5-68 ULTRACON C 114" 1.1/4- 4' a . �° n C a; IN "B" A' PAIRS 30 3 3". r�� Soll TYP. ^ 3"—I :fi7 3 L �� '�i rrlr* ,ti �% _o m d I I I I I I I I 1 I I I I I y U a z rtri G O� 1 �~ N I� N W 2X BUCK $ Em ?mxU Tic MULLION all ~aid Q� MULLION w� A INSTALLATION . a C 0 9 0''o`4 a SHOWN FOR ;�� _ 5w ° _ = qv SHOWN FOR _ it.2 W/1XT BUCK- N a m m as REFERENCE Y>^ ++� _ REFERENCE 5 n -_� 9 INSTALLATION v1 of N M N X a M a_ TYP. HEAD & = o n E c [1 Q A W/2X BUCK INSTALLATION A W/2X BUCK INSTALLATION �� M �� M �� JAMBS �+ a' ° p..� w lid - - 9 /iX BUCK INSTALLATION 9 W/1X BUCK INSTALLATION UO p TYP. HEAD & JAMBS -Up TYP. HEAD & JAMBS SEE j w - - ui o' 16 16 DETAIL "4" 0 1 6 - - W¢ 16 16 vi 16 SEE - le ml - 16 0\ SEE N ti SEE - - DETAIL "1' 12 �it 5 oil n� DEW 12 i io- 5 DE7AI6 "2 - 5 "1 + - 12CL 1 II. 1W N -T C. D. "E" "C" .D.. A" B,. „A., VIEVJ "C"-"C" SINGLE DOOR WfSfDELITES VIEW "E"-IV -^VIEW "2' "D" SINGLE DOOR W/SIDELrfE VfEW "B"-"B" SINGLE DOOR VIEW "A"-'A" m ri 8 SHOWN W/OPTIONAL COM4ATED pUp U rASTENER5,REAP 130("ALL 5 SIOEUTE TO DOOR'JAMB CONNECTIONS) ^a � w/zx BUCK 2 0 INSTALLATION SIDELITE NOTES: 1. The sidellte is direct set into the jamb with(12)#8 x Z pfh.wood screws.There are(4)at each d d z vertical jamb,from the top down of 13.5",31.48.5"`&66".There are(2)at the header of 4"from B W/1 X BUCK 11 W W o INSTALLATION x rn the outside comers of the frame.There are 12)at the sill,4"from the outside comers. m Z For optional sidelite construction with staples,siderite is direct set into the jamb with(4)r/6"X El o o 1 3/4"16 ga.stoples along each jamb(6"from ends and equally spaced thereafter). a CONCREfE ANCHOR NOTES: DETAIL "6" DETAIL "2" 1. Concrete anchorlocations of the comers may be adjusted to maintain the min. g edge distance to mortarjoints. 2. Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to �,rW W/2X BUCK 2 a o maintain the min.edge distance to moriarjolnts,additional concrete anchors INSTALLATION B may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. i ANCHOR:ANCHOR INSTALLATION a- v 3. Concrete anchor table: W/i X BUCK t 2 MIN.:CltARAN,CI ;:MIN:`ECF/GRANGE 1. C 1 C 6Aic 2 27 12 z o EM . 70:MASONRY:';_ :';TO ADJACENT." su1C M.T.S. ANCHOR': OM BY! JX m' SfZE`::',!EMBEDMENT,,,.`:r ;'EDGE-;:,,>...', :. e 1 CHw Br. LFS 3 ~ TAP ON® 1/b" 1-1/4" 2" 4 1 ffw DETAIL "1" DETAIL "4' Dwwu+c x0.: ry G TAPCONe 3/16" 1.1/4" 3" 1-1/2" FL-15225.5-68 0 SHEET 3 OF 6 N v f, 6' IN � Sin sQii N "C" 7" PAIRS 30 �^. oNi 'A in 3� Lll I 3" 3 I-f-� 3y TM� 't 4 3-1 3„ �'-6" * m L 4 V" Z P. 1 I I I I 1 i t I I _ I I I l I I _ �i �'•.., .•�� '�'o m m SSNEE7EE 73 311 SEE DETAIL "3" A W/2X BUCK SEE DETAIL I W 2X BUCK ��►!t* �1 ��````` z°n m z° II INSTALLATION y of "3" II / n x a 11 $'N.. w INSTALLATION o II W/1X BUCK p L) _ _ II o o x z 9 b¢ — — Z2 — W 1X BUCK �° �• zmdo INSTALLATION w Z III / 9 — p w E m �I TYP. HEAD N vai x ASTRAGAL-'I INSTALLATION v °N N ug, 5 6 o`a ASTRAGAL II MULLION &-JAMBS N SHOWN FOR hYP. HEAD & r p >�^ °' m m n:u� _ SHOWN FOR .0 SHOWN FOR REFERENCE II JAMBS REFERENCE II REFERENCE - - —�. ONLY I a oz Ji ONLY u SEE II _ -• ya 4°p c T - 16 II - DETAIL "4" c� p - SEE II _ All I) 16 1 16 II 16 DETAIL o 1 ci 5 O 5 �+ 5 II 5 + g Z . - - - _ W pV[ w l$V J "C. "E" `v A" I o `RLsI VIEW "C"-"� DO LE DOOR W/SIDELITES VIEYJ "E"-"E" DOUBLE DOOR y2EkY A"-A" 0 vmw W/oanoxu CORRUGATED FASTENERS.M 130 MP.ALL S10EUTE.TO 000R JAU9 CONNECRONS) m W/2X BUCKli s INSTALLATION Lp W/lX BUCK o S r INSTALLATION C w w V) u` W/2X BUCK 3 w w .o Item DESCRIPTION Moteriol INSTALLATION N A 10 x 2-1 2 PFH WOOD SCREW STEEL 0 m!n � B- 10 X 1-3/4" PFH WOOD SCREW STEEL W/lX BUCK 11 0 0 O� C 1#10 X 1 PFH WOOD SCRELV- STEEL DETAIL 'I' INSTALLATION ki W 1 10 x-3 4' LG. PFH WOOD'SCREW Hine to Frame STEEL o 2 1 D x 2" LG. PFH WOOD SCREW STEEL 7 i 3 #8 x 2-1 2 LG. PFH WOOD SCREW STEEL DETAIL "3" a 4 i 4" x 2-3 4" PFH ELCO OR ITW CONCRETE SCREW STEEL ATTACH ASTRAGAL THROW BOLT w z 5 i 4" x 1-3 4" ITW PFH CONCRETE SCREW STEEL B STRIKE PLATE TO FRAIdE N o o fl 9 1 4" x 3-3 4" ITW PFH CONCRETE SCREW STEEL AS SHOWN. m w o x 1 1 3 16" x 3=1 4" ITW PFH CONCRETE SCREW STEEL 1 C 12 7 4" x 3-1 4" ITW PFH CONCRETE SCREW STEEL DRE: 2/21/12 z 13 MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE sous N,T,S. 9 W 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 a 16 t 4'" X 2-1 4" PFH ITW CONCRETE SCREW STEEL 1 oft.BY.. JK m 20_HEADER JAMB SUGAR PINE SG >= 0.34 WOOD cwc er: LFS 3 1 3 4' THK. PRESSURE TREATED SIDELITE PAD WOOD DETAIL 4' DF vANG No.: rc N r0 1 2" X 1" X 25.G& CORRUGATED FASTENER STEEL FL-15225.5>0 0 N � swxT 4 of 6 TJ Rwlents\Therma Tru PERMANENT�A-Flunda Product Approvals\R-15225 Celt Mark-Install Onl\C-DravdngsVL-15225(2017)\FL-1S72S5thv9 5 X _ 0C: W 0 � F og 25"MAX. SHIM SPACE 1.25'MIN. EMB.TYP. i RE d3 X CD o z c — 9— 0 Fo? 3: M N m U N m IM b 0 o s n oQ mto O.TS°MIN. GSINK � 025'MAX. SHIM SPACE T.TS'MIN. EMB. in to r� IMM E2 0 � tl ? A _ p- OfCli � X W m a Tw so to x Z q" —1.25" n ' .25'MAX. 1 SHIM SPACE � 1.T5•MIN. EMB. 1 25•MIN. - EMB.TYP. SCHIk��i� ��zz i No.43409 SeRtember21,27t7 PRODUCT: Oocumente Prepared 13y:,i 'i, '9TlOEOF rT THERMA-TRU Lyndon.F. Schmidt `^...;;LOi..... P.E. No. 43409 nOERGLASS DOOR 2 9 21 17 UPDATE TO M ED, 2017 FBC LFS PART OR ASSEMBLY: C+D HUiLDiNO OIINSULTAtYTS.�NC. 'coil i w~ 1 2 05.15 UPOA7E 70 STFI fD. 2014 FBC LFS of�,, P.O. Box 230. Velrtoo, FL 33598 l ^' NO OATS LF HORIZONTAL & VERTICAL Phone No.: $13.859.9197 m REVISIONS CROSS SECTIONS FSPE CA No. 9813 ®2131 2 R.W.ElU$UDtN0 CON$ULTANT9 IN¢. l 4' { 1 1 RAClients%Ttwma Tru PERMANENAA•Florida Pmduet APProY;tWL.15Z25 Cen Mark-Install OnlyNC-Dr8wingsl,FL-152B(20171\FL-1523S.S.d vg.5 1-1/4'MIN. EMB.(TYP.) Z 1-1/4"MIN, z ' to � we.(TYP,) 22 p , M. o•.. n p ) 00 _^ Z p 1;0 c- 1-1/4°MIN. 1-1/4"MIN. EMB.(TYP.) EMB.(TYP.) fn go a N :.. Q s o = z " �0 1-1/4'MIN. y cn a. a c W n + C'SINK W 1-1Is'MIN. EMB.(TYP-) / y No,43409 r o SeP(9mber2(,2017 PRODUCT: oecumentn Propared 9yt- r THERUA—TRU Lyndon F. Schmidt •",. �LQRtD* 61`� rn FIBERGLASS DOOR P.E. No;,43409 ri ~ 9 21 17 UPDATE TO 67H ED. 2017 F✓BC LFS PART OR.ASSEIABLY: 7j27rr�� '11ltt�t` 2 05 15 UPDATE TO 5TH ED. 2014 FBC LFS BUILDING CONSULTANTS',1SNC. Im rn N NO DATE Dy VERTICAL P.O. Box 230, Valrlco, P1 33595 REV1510NS CROSS SECTIONS Phone No.: 813.659.9197 2012 R.Yl.9UflbtNb CDN9U{.TnNTS INC. ' FBPE�C.A. No. 9813 � r• t ,