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Home My WebLink About21-3377Zoity of Zephyrhille 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 1 Issue Date: 12/2112021 accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. fil- CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting 1( 813 413 7999 Owner's Name Suzanne White Owner Phone Number 813-21 -8000 Owner's Address 6351 S arklin Wa Wesle Gha el, FL 33545 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5022 18th St Zep:h:hills, 33�545 LOT # SUBDIVISION PARCELID#1 11-26-21-0010-21500-0210 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSIRFVf ADD/ALT SIGN DEMOLISH INSTALL = REPAIR PROPOSED USE SFR F__1 COMM OTHER TYPE OF CONSTRUCTION BLOCK a FRAME STEEL DESCRIPTION OF WORK s size/ size rL*51 VI I. 12../ 6147= I 1653, I BUILDING SIZE So FOOTAGE HEIGHT BUILDING $ VALUATION OF TOTAL CONSTRUCTION 6,394.45 =ELECTRICAL 1$ AMP SERVICE PROGRESS ENERGY =PLUMBING 1$ =MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION = GAS ROOFING = SPECIALTY = OTHER W,R.E.C. FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY The Home Deot SIGNATURE REGISTERED L_Z LNJ FEE CURREN L_Z N _L .. J Address 201 Kelsey Ln #E Tampa, FL 33619 License # 1 CGC061641 ELECTRICIAN COMPANY = SIGNATURE REGISTERED Y/N FEE CURREN L12 N _J Address License # PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN LLLN _J Address License# MECHANICAL COMPANY SIGNATURE REGISTERED L_ILN] FEE CURREN Y/ Address License # OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN L_Z2_N_j Address License # RESIDENTIAL Attach (2) Plot Plans: (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Pen nit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisionsRarge 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) working days after submittal date. Required onsite, Construction Plans, Stounwater 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. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades NC Fences (PloUSurvey/Footage) — t"pL Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions, UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009, Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, 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 pdor to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. FLORIDA JURAT (F.S. 117 OWNER ORAGENT CONTRACTOF Subscribed and sworn to (or affirmed) before me this Subscribed and 12/20/2 b rin Sterling 12/20/21 . I( Who isfarees.�nall, �know to me or h s/have produced, Who is/artr au as ide tffication. op Notary Public Commission No. hJ, Rebecca St. John Rebecca Name of Notary typed, printed or stamped Name of Notary me or before me this Ry Rebecca L St. Job,,, My Rebecca L. St. John NOTARY PUBLIC NOT ARY PUBLIC —STATE OF FLORIDA STATE OF FLORIDA Comm# GG215043 Comm# GG21504-, A'�, Fxpires 5,/7/2022 tag Expires 5/7/20211. Public Home Improvement Agreement: Page I Home Depot License Ws - P or the most current hstiru4 visit w,,vw FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, CCC1331130 David Wilson —1 1 Salesperson Name Registration # (Req. in CA,CTME,MD,M1,NJ,DC) Home Depot U. S A.,Inc. ("Home Depot") or Authorized Service Provider named below will furnish, install and/or service the equipment listed below at the price, terms and conditions as outlined on this form. 1. Service Provider Contact Information IThe Home Depot IThe Home Depot Service Provider Contact Name Service Provider Company Name 1(813) 623-60E] Ahs_ccwstpete@homedepot.com FL: �EC000�1440, C�GC1514813, CRC046858, CA�C1813�767, r roVj r c � , s s Phone# Service Provider Email Address r 'i roVi er 'cens s 2. Customer Information White ISuzanne Customer Last Name Customer First Name 5022 18th Street Customer Address EEete-j 1-1XOMGFZM Store # /Branch Name Customer Lead/ PO# I Zephyrhills JFL - - ----- - 33542 L------------------- City State zip scw=h'itel979@gmail.com Home Phone# Work Phone# Cell Phone# Customer Email Address 3. NOTICE OF RIGHT TO CANCEL YOU MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY CONTACTING THE SERVICE PROVIDER OR STORE DIRECTLY; EMAILING SERVICE PROVIDER AT: FhZccws—tpete@homedepot.com OR DELIVERING WRITTEN NOTICE TO HOME DEPOT AT: 201 Kelsey Lane, Suite E Tampa IFL 133619 1 Address City State Zip BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING, UNLESS THE STATE SUPPLEMENT PROVIDES A DIFFER -ENT CANCELLATION PERIOD. THE STATE SUPPLEMENT CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN YOUR STATE. YOUR PAYMENT(S) WILL BE RETURNED WITHIN TEN (10) BUSINESS DAYS AFTER HOME DEPOT'S RECEIPT OF YOUR NOTICE. YOU MUST MAKE AVAILABLE FOR PICKUP BY HOME DEPOT OR SERVICE PROVIDER, AT YOUR SERVICE ADDRESS, AND IN SUBSTANTIALLY THE SAME CONDITION AS WHEN DELIVERED, ANY MERCHANDISE OR MATERIALS DELIVERED TO YOU. OR YOU MAY CONTACT HOME DEPOT FOR INSTRUCTIONS REGARDING RETURN SHIPMENT AT HOME DEPOT'S EXPENSE. V 1XV4,10 5 1 IN' I lexi 1111["'M i[OK"13- 460 Standard Form HfA (21 Jul. 2,1) (E) Generated Date 12111/2 02 1 LeadT04 1 —1 YO NA(' , P 7 KA v 0-1,12 Home Improvement Agreement: Page 2 4. Description of Work to be Performed A detailed description of the work to be performed is included in the paragraph entitled Scope of Work, Specification, Customer Summary Sheet, Quote Form, Estimate, Invoice or Measure which is included in this Agreement. 5. Anticipated Delivery Date / Installation Schedule Approximate Start Date: E6� Approximate Finish Date: E7/09/2022 All dates are approximate and subject to change based on unforeseen events including inclement weather, permitting delays, and delays in confirming insurance coverage of Your claim for any repair, if applicable. 6. Electronic Records Authorization You are entitled to a paper copy of this Agreement if you choose. If you consent to an e-mailed copy, your consent applies to this Agreement and all subsequent documents and written communications related to this Agreement. By contacting your Service Provider, you may update your email address, withdraw your consent, or obtain a paper copy of the Agreement or related documents at no charge. By providing your consent and verifying your email address above, you confirm that you have access to a computer that can receive and open emails and PDF documents. 7. Contract Price and Payment Schedule Payment of the Contract Price is due upon signing unless a different payment schedule is required by law, specified below or in a payment addendum. Contract Price: $ 6394.45 � Includes all applicable taxes. Excludes finance charges.* Sales Tax: $ o.00 (If applicable, total amount of taxes included in Contract Price) -,41a,ximum deposit 0.,N,11'carp ficable in MD, i'VA, ME (33','f), ,VJ, U1 (99%) Deposit % 100.o DepositAmount $ 1 6394.45 Remaining Balance $ 8. Finance Charges Any interest payments or other finance charges will be determined by Customer's separate cardholder or loan agreement, to which Home Depot is NOT a party, and will be in addition to Customer's payment under this Agreement. Customer is subject to the terms and conditions of the cardholder or loan agreement, as applicable. No funds should be made payable to Service Provider; however, Service Provider may collect Customer's payments made payable to Home Depot. 9. Acceptance and Authorization By signing below, you authorize Home Depot to: (a) arrange for Service Provider to perform any Services or (b) order and arrange for the delivery of special order merchandise, including special order merchandise that may be custom made, as specified in this Agreement. Do not sign if blank or incomplete, (Service Provider's or permitting information may need to be provided to You later.) By signing, you acknowledge that: (i) You have read, understand, and accept this Agreement in its entirety, including the General Conditions and State Supplement, if any; (ii) You are receiving a complete copy of this Agreement; (iii) all rights and interests under this Agreement are solely vested in the person listed as "Customer" above; and (iv) Electronic signatures will be deemed originals for all purposes, 11 0 The Home Depot Digital Signature Z.1� 12/11/2021 Date 12/11/2021 Date For questions related to your installation, contact Service Provider at (813) For any other concerns, contact The Honte Depot at 1-800-466-333 7 �523-605�5 460 Standard F.— HIA (21 Jut. 2 1) (E) (knerated Date 12/11 /22 021 Lead/PO# 1 -1 Yn KA(, P7 KA V 0.1,12 FFIK 0.1 PINWORM -NUom This lnstn,ment Prepared By: Name The }fume VeRaL Lif �5619 Pewt No. Tax ID No..E2-40 NOME OF COMMENCF-MENT STATE OF may, j__' COUNTY OF U-6— THE UNDERSIGNED hereby gives notice that improvement will be nnadrj to certain real property, and in accordance wijh Cha ler713' Florida Statutes, the foVDwing Informations Provided in trils Nonce of Cefirnanoement, 640 Fv) S Wxs'l Description oflpfopeq� (fegal clescriletton or property, and s1raeladcross,tavelfabi.) -17362.12 19f", �'+ 0- 2 at improvement. 3.0)-,nerfnfofmaUonofLo"ealnfDrniatio ifthalens a. Name andaddrass:5 ('�35(5f'ev�o b. Interest in property: on ' c. Nwinti and address o rr-asim, la hVehoider (if different from owner listed abo,47 ", I V 4. Conlraclor, a. Name and address: ifit Fi0mi, [)?pot 9103 Florida Mm Dr Tamp), F1 3R,:S b. G. Surety (if applicable, a COPY of the PrlYmOnt Wild 19 attached): n. Name and address ; Ptone number. �/ c. Amount of bond Lander. a, Name and address b. Phone number.Wxw 7, Persons N011irl the State of Franda diss!gnstad by Owner upon whoii notices or other documents may be served as provided bySection 7l3,13(j)(a)T.,Florida Statutes: a Nana and address: b, Phone numbers of designated parsons: 1-10114 8. it, Addn;onr to hersatfmimaast, OUntr daSugnaie% the foj%,'V;0g pqrsor.{sj to recaiYfj a copy of the Liencir's NohGa as provided in Section 713A3(1)(b), Florida Statutes: ar Name and b. Phone number of person or entity dosignafed by Oymar: 40 9- Expiration date of notice olcommmemw (the eypicallon date will me! year from the data of recording unless a different Crate is speciped):___ WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CON31DERED IMPROPER PAYMENTS 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 u03 SITE BEFORE THE FIRST INSPECTION, IFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR FAN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, )fONvner or Lessee, or Owners or Lessee's T1110 fore o i. nsIrumant acknowledged before me by Means or physical presence or online not anon on this by who is pors ally known to me or who has produced as not calla d who d 'lot an oa 6. NDIVY P;JbJ!C, Ccmmisslon No. onto of Notary typed, printed orped) WINDOW SPECIFICATION SHEET - Spec. Sheet #: 1-1XDMGFZM Sheet: I of 1 Customer: Suzanne White Job #: I-IXOMGFZM Consultant: David Wilson Date: 12/11/2021 New Window Window Measurements Grids Product Options Labor Options HingeLocationsExisting From outside, Left to Right Bays, Bows Location Color Rough Opening # of bars # of bars Caroms, 1 Rol, use L, R or S Glass Hardware Screens Misc Items Code For doors use 2 W Style Wraps W 0 Mull "S" = stationary or "X" operatin g t Room Floor Code (Y/N) Style Code Series Code w T i ro 0 a- > T > 2: STD, White, GlassPack: BF, _SR 1 LIV 1st TDH N TDHC 6100 WH WH 73 50 123 11 Standard STD, White, Gla ssPack: BF, LSR 2 BED1 1st SB-DH N DHC H C 6100 WH WH 36 38 74 Standard STD, White, Glass Pack: BF, LSR 3 BED1 fat SB-DH N H DHC C 6100 WH WH 36 38 74 Standard STD, White, GlassPack, BF, LSR 4 BED2 1st SB-DH N H DHC 6100 WH WH 36 37 73 Standard [DHC STD, White, GassPack: BF, LSR 5 KIICH 1st SB-DH N DHC 6100 WH WH 36 37 73 Standard STD, White, Glass Pack: BF, LSR 6 KITCH 1st SB-DH N DHC 6100 WH WH 36 37 73 Standard STD, White, Glass Pack: BF, LSR 7 GAR 1st SB-DH N 6100 WH WH 36 37 73 Standard SPECIAL CONSIDERATIONS: Wrap Color Interior Casing Type Bay or Bow window: Seetboard material (vinyl only -Birch or Oak) Bay Project Angle (30 or 45) Bay Flanker Type (DR, SH, or Csmnt) Top of window to soffit (inches) If tied to soffit, color of soffit material I have reviewed and agree with all the job specifications above and the Special Terms and Conditions on the following page Construct Roof (Yes or No) * Garden Window: Seatboard Material (vinyl only -White Pionite, Birch or Oak) A BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval db r AUSER: Public User Product Approval Menu > Product or Application> Application Search p catjon List > Application Detail _ _ FL # Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Simonton/Ply Gem Windows Address/Phone/Email 5020 Weston Parkway Suite 300 Cary, NC 27513 (800) 542-9118 Ext 413596 luanne.harris@cornerstone-bb,com Authorized Signature Luanne Harris luanne.harris@cornerstone-bb.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Luanne Harris 3948 Townsfair Way Suite 200 Columbus, OH 43219 (614) 532-3596 luanne.harris@simonton.com AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847) 303-5664 webmaster@aamanet.org Windows Double Hung Certification Mark or Listing Fenestration and Glazing Industry Alliance (formerly AAMA) American Architectural Manufacturers Association 5tandprd AAMA 450 AAMA/WDMA/CSA 101/1.5.2 A440 AAMA/WDMA/CSA 101/I.S.2 A440 Year 2010 2011 2008 Product Approval Method Method I Option A Date Submitted 07/08/2021 Date Validated 07/12/2021 Date Pending FBC Approval Date Approved 07/16/2021 m m Summary of Products FL *1 - r r Number - 0 am Des" on IModel, �N - 10 5 1�7 7 , 7- and 07-20 09 0 �d. 1 Reflections 5500, PerfeXion Platinum Vinyl Double Hung Limits of Use i Certification Agency Certificate I Approved for use in HVHZ: No FL5167 R37 C CAC 07-09 DH 36x_63P,50.p ILf Approved for use outside HVHZ: Yes FL5167 R37 C CAC 07-09 DH 37x76 R PG65.Qd Impact Resistant* No FL5167 R37 C CAC 07-09 DH 37x84 R PG6Q,pd Design Pressure: N/A FL5167 R37 C CAC 07-09 DH 44x63 R50&df Other: 48x80 (+/-25 PSF), 56x84 (+/-25 PSF), 53x76 (+/-50 71 R PG50.p-d-f PSF), 36x63 (+/-50 PSF), 44x64 (+/-50 PSF), 47x71 (+/-50 FL5167 R37 C CAC 07-09 DH 48x80 R25.p -df PSF), 37x84 (+/-60 PSF), 37x76 (+65/-70 PSF) FL5167 R37 C CAC 07-09 DH 53x76 R50.pdf FL5167 R37 C CAC 07-09 DH 56x84 -E PG2�pf i FL5167 R37 C CAC 07-09-10-20 and 08-09-10-20 Waiv p�jf_ FL5167 R37 C CAC 07-75 waiver to 07-09.p f Quality Assurance Contract Expiration Date 12/13/2021 Installation Instructions FL5167 B37 II IN0066 07-09 07-10 07-20 DH 1Xpdf FL5167 R37 11 IN0067 07-09 07-10 07-21DH 2 X. p�af Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports FL5167 R37 AE EvalRepg[tLLN2Q -6.6-R12.pjjf Created by Independent Third Party: Yes ............... .. . ......... -.- ..... . ........ ---- ............... - - - ----------------- ........... 5167.2 07-09, 07-10 and 07-20 . . ........ . ......... . ....... Reflections 5500, PerfeXion Platinum Vinyl Double Hung with Transom Limits of Use Approved for use in HVHZ: No Certification Agency Certificate FL5167 R37 C CAC 07-09 DH w Transom 53xI30 R- Approved for use outside HVHZ: Yes EQ50 (ex .5). p f Impact Resistant: No FL5167 R37 C CAC 07-09-10-20 and 08-09-10-20 Design Pressure: +50/-50 Ad-,V& r-, 12-1 Other: 53x130 P-Ir Quality Assurance Contract Expiration Date 04/19/2025 Installation Instructions FL5167 R37 II IN0063 07-09 07-10 07-20 DH w Transom Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.3 107-09, 07-10 and 07-20 .... ... ... . . ... . i Reflections 5500, PerfeXion Platinum Vinyl Double Hung H- Mulled Triple Limits of Use Approved for use in HVHZ: No Certification Agency Certificate Approved for use outside HVHZ: Yes RG 5 0 (gxt. 5). p f Impact Resistant: No FL5167 R37 C CAC 07-Q9 DH Triple 160x76 R- Design Pressure; +50/-50 Other: 160x76, 126x76 FL5167 R37 C CAC 07-09-10-20 and 08-09 -10 -211 Aaiverp f EL5167 pd-f Quality Assurance Contract Expiration Date 04/19/2025 Installation Instructions Twin -Triple 2 �X- PA-f Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) 1 Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 07-09, 07-10 and 07-20 �5167.4 Reflections 5500, PerfeXion Platinum Vinyl Double Hung Triple 5167.9 143-17 Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 36x72 (+/-30 PSF), 48x80 (+/-30 PSF), 53x71 (+/-35 PSF), 44x63 (+/-35 PSF), 48x80 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 26x76 (+/-50 PSF) & 36x74 (+/-50 PSF), 32x62 (+/-50 PSF) 5167.10 1 43-17 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 96x80 (+/-25 PSF), 89x63 (+/-30 PSF), 73x63 (+/-35 PSF) & 72x74 (+/-45 PSF) 5167.11 143-35 (Two -Step Sill) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 44x63 (+/-25 PSF), 46x84 (+/-25 PSF), 36x72 (+/-30 PSF), 48x80 (+/-35 PSF), 52x71 (+/-35 PSF) 5167.12 43-35 (Two -Step Sill) and 43-50 (ih,e�,�-Step Sill) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other;73x111 Evaluation Reports Created by Independent Third Party: Profinish Contractor, ProFinish Master, PerfeXion Contractor Vinyl Double Hung Certification Agency Certificate FL5167 R37 C C��-17 �DH (Fin)_26x76 R- EQ,50 (ext.5),pdf EL51.r27 R37 C CAC 43-17 DH (Fin)_22XLZ-R50.p�jf FL5167 R37 C CAC 43-17 DH (Fin) 2-R30,p f FL5167 R37 C CAC 43-17 DH (Fin) 36x74_R50.pdrf FL5167 R37 C CAC 43 17 DH (Fin) 44x63 R PG35.p_df FL5167 R37 C CAC 43-17 DH Fjn)_j8x80 R PG30.pOf FL5167 R37 C CAC 43-17 DH (Lin)_AaxaQ P-PG35 U ff EL51!67 R37 C CAC 43 17 DH (ELLle_s,$)_Ux74 R50.p.df _ FL5167 R37 C CAC 43-17 DH (FLnle$s)_j8x80 R35.p�qf FL5167 R37 C CAC 43-17 DH 36x63 R PQ45.paf FL5167 R37 C CAC 43-17 DH 44x63 R45.p f FL5167 R37 C CAC 43-17 DH 53x71 B35 (Fin).pdf Quality Assurance Contract Expiration Date 12/11/2021 Installation Instructions FL5167 R37 II IN0096 43-17 DH 2X.pff FL5167 R37 II IN0254 43-17 DH 1X.pdf Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports FL5167 R37 AE jva1Repa!j-IN0254-R7.pdf Created by Independent Third Party: Yes Profinish Contractor, ProFinish Master, PerfeXion Contractor Vinyl Double Hung T-mulled Twin Certification Agency Certificate FL5167 R37 C CAC 43-17 DH Twin 22x74 R PG45.p f FL5167 R37 C CAC 43-17 DH Twin 73x63 R PG35.p� FL5167 R37 C CAC 43-17 DH Twin 89x63 R-PG30.p-df FL5167 R37 C CAC 43-17 DH Twin 96x80 R PG25.pLf Quality Assurance Contract Expiration Date 04/22/2022 Installation Instructions FL5167 R37 I! IN0099 43-17 DH Lw_in2X.pAff Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 6100 Vantage Pointe, Asure, PerfeXion Silver Vinyl Double Hung Certification Agency Certificate FL5167 R37 C CAC 43-35 DH 36x72-R30.p�jf FL5167 R37 C CAC 43-35 DH 44x6 R25&df FL5167 R37 C CAC 43-35 DH 46xj4-R25.pqf Of FL5167 R37 C CAC 43-35 DH 52x71-R35.pdf Quality Assurance Contract Expiration Date 01/24/2026 Installation Instructions FL5167 R37 II IN0105 43-35 DH 2X.� III Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports FL5167 R37 AE EvalRep rt-IN0568-R4,p f Created by Independent Third Party: Yes 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung Twin with Transom Certification Agency Certificate FL5167 R37 C CAC 43-35 DH TWIN w TRANSOM 73x111- BiLad-f FL5167 R37 C CAC 43-50 DH TWIN w TRANSOM 73xjj1- R�pjf Quality Assurance Contract Expiration Date 01/24/2026 Installation Instructions FL5167 R37 II IN0535 43-35043-50 DH Twin with Transom _2X QLf 5167.13 143-40 and 43-45 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 36x72 (+/-30 PSF), 52x7l (+/-35 PSF), 48x80 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 32x62 (+/-50 PSF), 36x74 (+/-50 PSF), 46x84 (+/-25) 5167.14 143-50 (Three -Step Sill) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 52x71 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 32x62 (+/-50 PSF), 36x74 (+/-50 PSF) Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Reflections 5050, Reflections 5300, 6100 VantagePointe, PerfeXion Gold, 4000E Vinyl Double Hung Certification Agency Certificate FL5167 R37 C CAC 43-40 DH 32x62 R50.pd FL5167 R37 C CAC 43 40 DH 36x63-R45.p,df FL517 R37 C CAC 43-40 DH 36x72-R30 pd FL5167 R37 C CAC 43-40 DH 36x74 R-PG50.p_df pdf FL5167 R37 C CAC 43-40 DH 44x63 R35.pdfi FL5167 R37 C CAC 43-40 DH 46x84 R PG25.pdf FL5167 R37 C CAC 43-40 DH 48x80 R-PG35.pd FL5167 R37 C CAC 43-40 DH 52x71-R35,pd FL5167 R37 C CAC 43-45 DH 52x71 R-PG35,pd FL5167 R37 C CAC 43-45 waiver to 43-40.pd Quality Assurance Contract Expiration Date 01/30/2022 Installation Instructions FL5167 R37 II IN0432b 43-40 43-45 DH-2X.pdf FL5167 R37 11 IN0434 43-30 43-45 DH 1X.pdf Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports ELaj67 R37 AE Eva pc_q-IN0434-R&p_qf Created by Independent Third Party: Yes 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung Certification Agency Certificate FL5167 R37 C CAC 43-50 DH 32x62-R50.pd FL5167 R37 C CAC 43-50 DH 36x63-R45.pg[f 1`1_51,�7 a27CCAC 43 50 DH 36x74-RSO.pdf FL5157 R37 C CAC 43-50 DH 44x63-R45.pdf FL5167 R37 C CAC 43-50 DH 52x71-R35.pdf Quality Assurance Contract Expiration Date 01/25/2026 Installation Instructions FL5167 R37 11 IN0432 43-50 _DH 2X.p�df FL5167 R37 11 IN0569 43-50 DH Mpdf Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports FL5167 R37 AE EvalReag;Lz�L �59-R4.p.L[f Created by Independent Third Party: Yes 5167.15 75-75, 75-09, 07-75, 07-09, 07-10 Reflections 5500, Generations, Impressions 9800, 6500 and 07-20 VantagePointe, PerfeXion Platinum, 6000 Vinyl Double Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. 48x80 (+/-25 PSF), 53x74 (+/-30 PSF), 48x80 (+/-35 PSF), 52x71 (+/-35 PSF), 53x80 (+/-40 PSF), 36x63 (+/-50 PSF), 36x74 (+/-50 PSF), 36x72 (+/-55) Certification Agency Certificate FL5167 R37 C CAC 07-75 DH 48x80 R PG35,pdf 1`1_5167 R37 C CAC 07-75 DH 53x74 R PG30,pgff FL5167 R37 C CAC 07-75 DH 0 R-PG40.pdf FL5167 pdf FL5167 R37 C CAC 75-75 DH 36x72 R PG55.pdf FL5167 R37 C CAC 75-75 DH 36x74-l_C50&0f FL5167 R37 C CAC 75-75 DH 48x80 LC PG25.pdf FL5167 R37 C CAC 75-75 DH 52x71 R PG35.pdf FL5167 R37 C CAC ACP-05 SIM 07-75 DH HS PW frame 07- 09.p-df FL5167 R37 C CAC ACP-OS SIM 7q-75,_.Q7M-,_U-75,07-09, 75-10,_15-20 DH frame.p�21` Quality Assurance Contract Expiration Date 06/06/2022 Installation Instructions FL5167 R37 II IN0113 75-75 75-09 07-75 07-09 07-10 07- 20 DH 2Yy.pdf FL5167 R37 11 IN0132 75-75 75-09 07-09 07-10 07-20 DH- 1_X. P If Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports FL5167 R37 AE_EvalRe 1 2-RI2.p f Created by Independent Third Party: Yes 5167.16 175-75, 75-09, 07-75, 07-09, 07-10 1 Reflections 5500, Generations, Impressions 9800, 6500 MODEL CESIGRATION: Simonton Series 43-35 / 43-50 Vinyl Double Hung with Transom MAXIMUM OVERALL NOMINAL SIZE Twin Up to 73" x 111" DESIGN PRESSURE RATING Positive: 35.0 PSF Negative: 35.0 PSF USABLE CONFIGURATIONS: 00 Go GENERAL OGSCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070" NO P.E. SEAL REQUIRED n REvlslorvs: 'REwsEo ev INSTALLATION SUPPORTED AooED — Foe, are, Nore. -ta BY AAMA TEST REPORTS 2 re Mo R INpSE DRC IRI ISO Rs u.— _ lun 2X BUCK ADIlDDED SILICONE CAULN NOTES tt k 12 — A SolSmOCKE CAULK 4 1/4" MAX. SHIM MUWON ANCHORING BASEPLATE HEAD 1 e14 1/4" MAX. SHIA4 SILICONE CAULK SILICONE CAULK X 1 1/4' MIN. WOOD SCREW 'Adbi 1.25' MIN 2X BUCK EMBE0.MEN`INTO WOOD t SILL 5 C E 6a63—T6 ALUMINUM MULLION REINFORCEMENT *8 X 5/8' TEKS SCREW VINYL EXTRUDED N—MULLION INTERIOR L—BRACKET RI1rETED �I ILA_ TO sud—N _ EXTERIOR MULLION RETAIL SILICONE CAULK /1\ VERTICAL MULLION (� IR X 5/8" E SCREW r SUCONE CAULK IIJ ON 2X BUCK / GAULK �y 2X BUCK t/4" MAY SHIM 1 /1C X t I/4" MIN. WOOD SILICONE CAULK l SCREW WTH 125" MIN, 1/4" MAX SHIM EMBEDMENT NTO WOOD g8 X 2 1/2" MIN. WOOD SCREW .1 1.50' MIN. e _ y8 X 2 "/2" IN, Woob EMBEDMENT INTO WOOD /'11HGR12� �N TA� MULLION SCREW `MTH t 50" MIN. r MIN. rDOE DST, SEE NOTES �'OCD a EMBEDMENT SEE NOTES .IN. EDGE DIET SEE NOTES) RUCONE CAULK SIUCONE CAULK DH JAMB 1 PW JAMB NOTES: 1. This installation has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed herein. For use outside of he H.V.H.Z. 2. All exterior perimeter surfaces of the window must be caulked. Interior caulking is optional unless noted otherwise. 3. Anchors shall be specified and spaced as shown. Auchar embedment to base mate,i,i shall be beyond wall dressing or stucco and into wood. 4. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances or other safety requirements rests solely with the architect, building owner or contractor. 5. Shims are optional. Maximum shim stack is 1 /4". 6, Wood bucks (by others) must be engineered an anchored properly to transfer load, to the structure. 7. When used in a requiring impact protection, this product REQUIRES the use of approved impact resistant shutters or other external protection. 8. Flashing should be applied using the ASTM E 211 2 method appropriate for the opening into which the window is being installed. 9. Installation screws st be at least 3/4" from the edge of the wood. 10, Glazing shall comply with ASTM E 1300. 1 I, Use 160%pure silicone caulk compliant with AAMA 808 Section 5 - Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are completely free from all In caulk, damaged wood, wood fibers, grease, oil dirt, rust, mold or similar contaminants. Vacuum and clean opening surfaces completely. A fully primed surface is recommended, but not required. Cleaning of all surfaces should be done the same day of which the silicone caulk is to applied. For more details visit Sm"O" n.com. 1 2.Caulk application: recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F. Insure all contact surfaces are clean and dry including the new window(5). Use a backer rod on all joints >3/4" deep and/or wider than 1 /4". Finished cwelkj.st should be A minimum of 3/8" deep and make full contact with both the new window and structural opening surfaces. Silicone caulk should be forced into joint or compressed to assure full contact on both surfaces and to Ds npl MFNr SIMONTON' m1e a — Is e prope.tyGor smomoa w+mow,, w Ms wsH; Dimen:lonm Toleranpaa praprletary an subp<t m IJnlese Otherw.e so�[gd Thisn-wrrent Is provided to the �e enttm LLOY @ IEMP R: 1 CnWnitcA part�on that it is not to be dsclosed�lreproduced in whded Penosbnro, W`V 2ti415 nar u ed in ju coon iTh the design, manufacture o —'—"—"voruME- Decimals Angles ofegoods sIs, anyone other than Simonton Windows r SCALE: SHEET: without Its consent Thfs restrlcticn does not limit the SURFACE AREA: M X FlT 1 of 1 ecipient's rights to utnize infam rue, conain ted in this .Ax t .ol 0' 31) ml SERIES: document wnlcn is properly obtalnea from another source .xXX S SOS <3-35/a3-50 DOUBLE nUn 6100 Double Hung Non -Impact 3CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications j Contact Us BCIS Site Map Links ' Search dbP Product Approval .USER: Public User Product ApojZ, Menu > Ea] raAuct or Application search r caton List I Application Detail _ _ _ , A�PL_ FL * Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Simonton/Ply Gem Windows Address/Phone/Email 5020 Weston Parkway Suite 300 Cary, NC 27513 (800) 542-9118 Ext 413596 luanne.harris@cornerstone-bb.com Authorized Signature Luanne Harris luanne.hari-is@cornerstone-bb.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Luanne Harris 3948 Townsfair Way Suite 200 Columbus, OH 43219 (614) 532-3596 luanne.harris@simonton.com AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847) 303-5664 webmaster@aamanet.org Windows Double Hung Certification Mark or Listing Fenestration and Glazing Industry Alliance (formerly AAMA) American Architectural Manufacturers Association Standard AAMA 450 AAMA/WDMA/CSA 101/I.S.2 A440 AAMA/WDMA/CSA 101/l.S.2 A440 Year 2010 2011 2008 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # 5167.1 Model, Number or Name 07-09, 07-10 and 07-20 Method 1 Option A 07/08/2021 07/12/2021 07/16/2021 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant; No Design Pressure: N/A Other: 48x80 (+/-25 PSF), 56x84 (+/-25 PSF), 53x76 (+/-50 PSF), 36x63 (+/-50 PSF), 44x64 (+/-50 PSF), 47x71 (+/-50 PSF), 37x84 (+/-60 PSF), 37x76 (+65/-70 PSF) 5167.2 07 09 07-10 and 07-20 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other:53x130 5167.3 107-09, 07-10 and 07-20 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 16OY76,126x76 Description Reflections 5500, PerfeXion Platinum Vinyl Double Hung Certification Agency Certificate FL5167 R37 C CAC 07-09 DH 36x63 R_5_0.pdf pilf Of FL5167 R37 C CAC 07-09 DH 44x62_R50.pdf FL5167 R37 C CAC 07-09 DH 47x71 R PG50.pdf FL5167 R37 C CAC 07-09 DH 48x80 _R25.pdf FL5167 R37 C CAS 07-09 DH 53y7r P50 p f Of FL5167 R37 C CAC 07-09-10-20 and 08-09-10-20 �6�lve r. pff FL5167 R37 CAC 07-75 waiver to Q7L02.pdLf Quality Assurance Contract Expiration Date 12/13/2021 Installation Instructions FL5167 R37 II IN0066 07-09 07-10 07-20 DH 1X.pdf 0 7-2Q DH 2X.p�af Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports FL5167 R37 AE jvalR-Qport p�df Created by Independent Third Party: Yes Reflections 5500, PerfeXion Platinum Vinyl Double Hung with Transom Certification Agency Certificate FL5167 R37 C CAC Q7-09 DH w Transom 53Y130 R- EG50 (fXLL5)�pqf `L5167 R37 C CAC 07-09-10-20 and 08-09-10-20 Adwar-p-d-f FL5167 R37 C SAC 07-75 waiver to 07-09.pdf Quality Assurance Contract Expiration Date 04/19/2025 Installation Instructions FL5167 R37 II IN0063 07-09 07-10 07-20 DH w Transom 2&9-d-f Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Reflections 5500, PerfeXion Platinum Vinyl Double Hung H- Mulled Triple Certification Agency Certificate FL5167 R37 C QAC 07 09 �DH TripjgjUxZr R- EG-90 (iLxt.5).paf FL5167 R37 C CAQ_aZzO9 DH Triple x76 �R- EQ5DU�Lx—t.5).pdf FL5167 R37 C CAC 07-09-10-20 and 08-09 -10 -20 Am-Qn. Off FL5167 R37 C CAC Q7-75waiver to 07-C)9pg[f Quality Assurance Contract Expiration Date 04/19/2025 Installation Instructions FL5167 R37 II IN0555 07-09 07-10 07-20 DH Twin-Tri& 2X.pdf Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 5167.4 07-09, 07-10 and 07-20 1 Reflections 5500, PerfeXion Platinum Vinyl Double Hung Triple 5167.9 143-17 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: N/A Other: 36x72 (+/-30 PSF), 48x80 (+/-30 PSF), 53x71 (+/-35 PSF), 44x63 (+/-35 PSF), 48x80 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 26x76 (+/-50 PSF) & 36x74 (+/-50 PSF), 32x62 (+/-50 PSF) 5167.10 143-17 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other; 96x80 (+/-25 PSF), 89x63 (+/-30 PSF), 73x63 (+/-35 PSF) & 72x74 (+/-45 PSF) = _77_ 5167.11 43-35 (Two -Step Sill) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 44x63 (+/-25 PSF), 46x84 (+/-25 PSF), 3602 (+/-30 PSF), 48x80 (+/-35 PSF), 52x71 (+/-35 PSF) 5167,12 43-35 (Two -Step Sill) and 43-50 (Three -Step Sill) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other-73x111 Evaluation Reports Created by Independent Third Party: Profmish Contractor, ProFinish Master, PerfeXion Contractor Vinyl Double Hung Certification Agency Certificate El=51�67 R37 C C-4C 43 17 DH (ft)_25_x76 R- PG50 ext.5),qd_f 1`1_51�Z R37 C CA�-17 �DH (Fin)_jZXj2-R5Q.pdf FL5167 R37 C CAC _43-17 DH (Fin)_j6x72-R30.p f FL5167 R37 C; CAC 43-17 DH Fin)_a6x74 R50.p f FL5167 R37 C CAC 43:17 DH (Fin) 44x63 R PQ35.pjlf FL5167 R37 C C, Fin)_AEx8Q R PG30.qff FL5167 R37 C CAC_A3-17 DH (Fin)_jaxL �R-PG35 .(ext.5).p_a FL5167 R37 C CAC 43-17 DH Einless)_a_x74 R50.pdf FL5167 R37 C CAC 43-17 DH (Fjnless)_4_H,x80 R35.p�df FL5167 R37 C CAC 43-17 DH 36x63 R PG45.p f FL5167 R37 C CAC 43-17 DH 44x63 R45.p.41f FL5167 R37 C CAC 43-17 DH 53x71 E35 (Fin).pflf Quality Assurance Contract Expiration Date 12/11/2021 Installation Instructions FL5167 R37 II IN0096 43-17 DH 2X.pAf FL5167 R37 II IN0254 43-17 DH 1X.pjf Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports FL5167 R37 AE EvalRepi2rt-IN0254-R7.pdf Created by Independent Third Party: Yes Profinish Contractor, ProFmish Master, PerfeXion Contractor Vinyl Double Hung T-mulled Twin Certification Agency Certificate FL5167 R37 C CAC 43-17 DH Twin 72x74 R PG45.p�df FL5167 R37 C CAC �DHTwin �7R P35.pjLf FL5167 R37 C CAC 43-17 DH Twin 89x63 R-PG30.qdf FL5167 R37 C CAC 43-17 DH Twin 96x80 R PG25.p�df Quality Assurance Contract Expiration Date 04/22/2022 Installation Instructions FL5167 R37 II IN0099 43-17 DH Twin 2X.P_d_f Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung Certification Agency Certificate FL5167 R37 C CAC 43-35 DH 36x72-R30,p f FL5167 R37 C A 43-35 DH 44x63 R25.pdf FL5167 R37 C CAC 43-35 DH �46x84-_R25.p L pAf FL5167 R37 C (:AC 43-35 DH 52x71-R35.pff Quality Assurance Contract Expiration Date 01/24/2026 Installation Instructions FL5167 R37 11 IN0105 43-35 DH 2X.0-f FL5167 R37 II IN05ELj2jajDjL_j2Lp�Lt Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports FL5167 R37 AE EvalRapg_rt-IN0568-R4.P9f 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung Twin with Transom Certification Agency Certificate FL5167 R37 C CAC 43-35 DH TWIN w TRANSOM 73x111- R35.P,4f FL5167 R37 C CAC 43-50 DH TW w TRANSOM 73x111- R35.pdf Quality Assurance Contract Expiration Date 01/24/2026 Installation Instructions FL5167 R37 11 IN0535 43-35043-50 DH Twin with Transom Z_X. Qdff MODEL DESIGNATION: Simonton Double Hung Series 43-35 Vnf1 Window MAXIMUM OIGIAOI NOMINAL SIZESea Si- Chart DESIGN PRESSII$ RATIN See Size Chart X `x GFNFRA(, SCRIRTTON• The head, sill, and Bid. jambs are .Xt-d.d PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.142`. SIZE CHART OVERALL SIZE WQ IH HEIGHT OR RATING "W 'H' 44' 63" ±25 PSF 46` fie" 36" 72" ±30 PSF 48" 80" 1 52' 77" :35 PSF TABLE 1: INSTALLATION FASTENERS TABLE ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN EDGE DISTANCE A CONCRETE 2 KSI MIN. 3/16' ITW TAPCON 1—i/2" 1—i 8- CM B (117 RICE MIN. — 3/w RIX TAPCON i" 2' C 2X MIN. SOUTHERNPINE WOOD— C-0.55 3//8' ITW TARCON 1-3/8° 7/8" D 2X MIN SO G-0.55 010 WOOD SCREW i-3/8' 7/8" - 18 GAUGE 0,080 IN. STEEL 5TU0 33NS1 YIW MIN, i —18 RW K SELE—DRILLING SCREW FULL THREAD 1/2" F i 8 PLUM. 6 — MIN, 1 B" EL 38 KS MIN i — RI INC 592 FULL THREAD i/2" 2/20/201 REPURONS 's, LUCAS A TURNER P,E FL PE / M201 tBIRD 202103.03 {l 582gt TURNER ENGINEERING R CONSULTING. INC. 2 _ ADttD RaTR t7 t t. AAMA BDD 1 S:1 $:54 ,�»IK' CO; (0L0 )TRACE m wLnPte suss'ATcv -06'00' re g F% tb�� 2428 XVQYHEZ TRAIL, CAMDEN. TN W320 PDArtn To 2m E91T. DBXDJ Fec .RoAc" ht'MA4>� PH. 941 —D80-1574 SIUCONE CALLS, (EXT. PERIMETER) SUBSTRATES BY OTHERS MIN. EMBED. SEE TABLE 1 i/4 MAX SHIM SILICONE CAULK (INT. PERIMETER) HEAD INSTAU-ATION FASTENERS SEE TABLE t 1/A- MAX. SYN. MIN, EDGE GIST, SEE TABLE i L SILICONE CAULK 1 SILICONE CAULK SUBSTRATES 81 OTHERS SUBSTRATES_ BY OTHERS IT SILL 1/4` MAX, SHIM SUCONE CAULK (EV. PERIMETER) JAMB NOTES. I- THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN_ 2- ALL INTERIOR AND EXTERIOR PERIMETER SURFACES OF THE WINDOW MLST BE CAULKED. 3. ANCHOR TYPE. SIZE, SPACING, EMBEDMENT, All EDGE DISTANCE SMALLAS SPECIFIED IN THESE D WINGS. USE APPROPRIATE ANCHORAGE FROM TABLE I ACCORDING TO SUBSTRATE TYPE. A MINIMUM CENTER -TO -CENTER SPACING OF 3' SHALL BE n AWED BETWEEN ALL'- ELCO ULTRACONS IN DIRECTION. 4. ANCHOR EMBEDMENT TO SU65TRATE "ALL BE BEYOND WALL DRESSING OR STUCCO. FOR MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-112' THICK, EMBEDMENT SHALL BE F USED, AND INTO M ONRY SUBSTRATE. WOOD BUCKS WITH M ONRY ARE OPTIONAL. 5- WED. OR MASONRYK OPE IN6S. BUCKS. AND BUCK FASTENERS, BY OTHERS. SHALL BE PROPERLY DESIGNED A INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE - 6. THE RESPONSIBILITY FOR SELECTION OF SIMONTON PRDDUCTS t0 MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, BUILDING OWNER, OR CONTRACTOR. 7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1116' EXIST BETWEEN OPENING AND FRAME, MAX. SHIM STACK IS I/4'. SHIMS SHALL BE LOAD -BEARING AND CAPABLE OF TR ANS PER LOADS TO THE SUBSTRATE. 8. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION. THIS PRODUCT REQUIRES THE USE OF APPROVED IMPACT RESISTANT SHUTTERS OR OTHER EXTERNAL PROTECTION, 9. SEALING AND FLASHING BY OTHERS SHOUL1 BE APPLIED USING THE ASTM E 2112 METHODOLOGY APPROPRIATE FOR THE OPENING INTO WHICH THE PRODUCT IS BEING INSTALLED. OVERALL WATER PENETRATION RESISTANCE OF THE INSTALLED PRODUCT IS NOT ADDRESSED IN THIS DRAWING AND IS THE RESPONSRIUTY OF OTHERS_ 10, GLAZING SHALL COMPLY WITH ASTM E 1300. II. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. 12. A WIND LOAD DURATION FACTOR CO = L6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS ONLY, 13. PRODUCTS SHALL BE CONSTRUCTED AS SPEC ]PIED IN TEST REPORTS ATI-B6470.01-109-47. ATI-B6472. 01-109-47 AND ATI-B6473.01-109-47. 14. DESIGNATION 'X' AND '0' STAND FOR THE FOLLOWING. X: OPERABLE PANEL - 0: FIXED PANEL, 15, USE A BACKER ROD ON ALL JOINTS >3/4' DEEP AND/CS WIDER THAN P4', FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8' OE - TM' TM' d-ADMR M Ne�prcp ty t Sknont wMdoa; ehkh Olmenelo d Td SIMONTON" 8 ING568 rletmy d other Hots to to e.djeat matter. Unleee Dih rvtae S ec tletl w Tiem1—HPot le pro — to the gbnt on the eegeeeed CxA.moe -Am.ue ndttlan that It la net to Ile dledoeed, reprod.aed In whole R, Pcn.sboni, WV 26#I5 CHEd( Y: 0A at, nor used IF AXFX.M ttm .1M the dmtyn, NAE. .re AT Decimdc Angles -sir of good® fe, anymc — Nan RRPRPIRP WMdowc CALF: APPR BY,DA. mithwi itn roneent. This rcekkkkn does not (knit the SURFACE AREA .X t .0} FIT i of 1 reagi c GBAR. to N.I. Info 1- cantdned In Chic ,XX t .01 0' 3O PI ea—ent trttCl le'Feedy PaPIRed frcen PA.— eo.me, ,.., „ XXX t DOS -. 4}-33 DOUBLE HUNG MODEL DESIGNATION: Simonton Double Hung Series 43-35 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE, See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: X X GENERAL DESCRIPTIOM The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070" F s a ( I 1 Ii i I o >< � I i -- "W" MAX. OVERALL FRAME WIDTH -- SIZE CHART OVERALL SIZE DP RATING WI ,HEIGHT 46 84 =25 PSF 44" 63" 36" 72" =30 PSF 48" 80" s35 POE 52" 71" NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS SILICONE 211 BUCK CAULK _J SIU CONE CAULK f 1/4" MAX. SHIM �1 HEAD v y 1/4" MAX SHIM f 7 SILICONE CAULK SILICONE CAULK 2X BUCK (T) —SILL REwsiOus: SIZE PER TEST REPORT 09934.01. SILICONE CAULK 2X BUCK 1/4" MAX. SHIM #8 X 2 1/2' MIN. W000 SCREW WITH 1.50' MIN. j L EMBEDMENT INTO WOOD i n MIN. EDGE DIST., SEE NOTES. SILICONE CAULK �NOTES: &I JAMB I, This installation has been evaluated for use in locations adhering to the Texas & Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the H.V.H.Z. 2. All exterior per meter surfaces of tF.e window must be caulked. Interior caulking is optional unless noted otherwise. 3. Anchors shall be as specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood. 4. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. 5. Shims are optional. Max. shim stack is 1/4". 6. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. 7. When used in areas requiring impact protection this product REQUIRES the use of approved impact resistant shutters or other external protection. 8. Flashing should be applied using the ASTM E 21 1 2 methodology appropriate for the opening into which the window is being installed. 9. Installation screws must be at least 3/4" from the edge of the wood. 10. Installation screws may be placed in the interior or exterior track of the jamb. Screws should be flush with the vinyl. 17. Glazing shall comply with .ASTM E 1 300. ' 12.Use 100% pure silicone caulk compliant with AAMA 808 Section S - Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are completely free from all old caulk, damaged wood, wood fibers, grease, oil dirt, rust, mold or similar contaminants. Vacuum and clean are surfaces completely. A fully primed surface is recommended, but not required. Cleaning of all surfaces should be done the same day of which the silicone caulk is to applied. For more details visit Simonton.com. 13.Caulk application: recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F. Insure all contact surfaces are clean and dry including the new window(s). Use a backer rod on all joints >3/4" deep and/or wider than 1/4". Finished caulk joint should be a minimum of 3/3" deep and make full contact with both the new window and structural opening surfaces. Silicone caulk should be forced intojoint or compressed to assure full contact on both surfaces and to expel any air pockets. rhle a the to a tr of Simnnten � e r,h rants umatter. IM1isndocuiment is ovidea to me re entae etkct o sxpressed nalilon mot it is not to be dlstlose6 irepraGuceO In anynction rrith me design, m Dods crw axes N n Simon ton -it 11. or re.°moot its eo ent.n m1s .eetrione� aoee n e the ent's ngM1ts to uflize In aoohment wmen ie ProRerly oeiemaa r.om a Omer eo"rc:. mmensmnol rmernnees SIVIONTON' Unless OtFerw a Soeclfied w 1 v ' � � L CnGlmnc A Penlsbcro, W V .fial5 Decimals Angles SCALE: SHEET: x t '03 of .xs t bar 0' 30 min. SERIES: Xxx - 0a5 tr3-35 DOUB( Simonton Mullion BCIS Home Log In User Registration Hot Topics ! Submit Surcharge Stats & Facts Publications !, Contact Us',, BCIS Site Map Links ! Search Product Approval gri `USER: Public User d bc' Product Approval Menu > Product or Application Search > Application List > Application Detail qpps va �i�\a\\s i FL # FL15534-RS Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Simonton/Ply Gem Windows Address/Phone/Email 5020 Weston Parkway Suite 300 Cary, NC 27513 (800)542-9118 Ext413596 luanne.harris@cornerstone-bb.com Authorized Signature Luanne Harris luanne.harris@cornerstone-bb.com Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair Way Suite 200 Columbus, OH 43219 (614) 532-3596 luanne.harris@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847) 303-5664 webmaster@aamanet.org Category Windows Subcategory Mullions 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 Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2023 Validated By Scott Wolters, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL15534 R5 COI EvalReport-RMOO51r8.pdf 51anAarA TAS 201 / 202 / 203 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15534 R5 Equiv Simex-PVC-Analysis.pdf Year 1994 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/01/2020 Date Validated 10/08/2020 Date Pending FBC Approval 10/23/2020 Date Approved 12/15/2020 Summary of Products FL # Model,, Number or Name Mel j Description _--_ 15534.1 20634 Aluminum with VPI 436 Vinyl Stormbreaker Plus 300VL Vinyl Mullions with Medium Aluminum Mullion Cover Reinforcement (HVHZ) Limits of Use j Installation Instructions Approved for use in HVHZ: Yes FL15534 RS II RM0052HVHZrS.pif 3 Approved for use outside HVHZ: Yes ' Verified By: Lucas A. Turner PE #58201 1 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +50/ 50 Evaluation Reports Other: Missile Impact Rating: Large FL15534 R5 AE EvalReport-RM0052HVHZrS. dfdf ( 15534.2 16991 Aluminum with VPI-354 Vinyl Stormbreaker Plus 300VL Vinyl Mullions with Large Aluminum Mullion Cover _ ... ........ .... _.__ ._ Reinforcement (HVHZ) _ _._. _... Limits of Use Installation Instructions Approved for use in HVHZ. Yes FL15534 R5 Ii RMOo51r8.pd Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner PE #58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Design pressure ratings vary by unit and mullion size. FL15534 R5 AE EvalRepo rrt-RMO051r8.pdf Missile Impact Rating: Large Created by Independent Third Party: Yes 15534.3 120634 Aluminum with VPI 436 VinylI Stormbreaker Plus 300VL Vinyl Mullions with Medium Aluminum s j Mullion Cover _ _ _ w_._......_.........__................________.._.___.__...._........_.__._.___ Reinforcement (Non-HVHZ) .._ _.................... ........... __.__..______._____. — Limits of Use Installation Instructions Approved for use in HVHZ: No FL15534 R5 II RM0052r6.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner PE #58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports j Other: Design pressure ratings vary by unit and mullion size. FL15534 RS AE EvalRepo rt RMOQ52r6.pdf i Missile Impact Rating: Large ....................... _�--_----_ ! Created by Independent Third Party: Yes ___ ____..____..__.._...... ........... .............. --------- .__—.___ Contact Us :: 2b01 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cop)Lright 2007-2013 State of Florid :: 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(i), 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: s1 iwm I COCHRANE AVE. PENNSSORO, W 26415 PH. 600-426-2249 STORMBREAKER PLUS 300VL SERIES EXTRUDED IMPACT RESISTANT VINYL MULLIONS WITH LARGE ALUMINUM REINFORCEMENT HVHZ GENERAL NOTES' 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 7TH EDITION (2020) FLORIDA BUILDING CODE REQUIREMENTS INCLUDING HVHZ. 2. THIS MULLION IS ONLY VALID WHEN USED IN CONJUNCTION WITH APPLICABLE WINDOW SYSTEMS. 3. ALL WINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED UNDER SEPARATE APPROVAL. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BUILDING CODE REQUIREMENTS. 4. ADEQUACY OF EXISTING STRUCTURAL CONCRETEIMASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT INSTALLATION. 5. 2X BUCKS �WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT INSTALLATION. 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT, 7. THIS PRODUCT DOES NOT REQUIRE AN EXTERF.IN. IMPACT PROTECTIVE SYSTEM IN WINDSORNE DEBRIS REGIONS, AND IS APPROVED FOR USE IN WIND ZONE 4. PARTS UST -- NUMBER DESCRIPTION PART NO MATERIAL 1 LARGE MULLION COVER _ WI-354 MP0232 PVC 2 LARGE MUWON REINFORCEMENT 16991 6063—T6 3 BASE PLATE STEEL 4 MULLION L—BRACKET STAINLESS STEEL +91' a I f o e RETROFIT FRAME MULLION Q LARGE VINYL MULLION COVER .#VPI — 354 (MP0232} EXTRUDED VINYL .070" MIN. MULLION COVER a.1Po' I LI q -4'--71 o Q LARGE MULLION REINFORCEMENT #16991 ALUMINUM 6063—T6 O'_ #10 X 1 1/8" SELF ��?Y� TAPPING SCREWS SPACED PER APPLICABLE WINDOW p PRODUCT APPROVAL MULLION COVER #10 X 1 1/8" SELF TAPPING SCREWS SPACED PER APPLICABLE WINDOW PRODUCT APPROVAL #10 X 1 1/8" SELF #10 X 1 1/8" SELF TAPPING SCREWS SPACED TAPPING SCREWS SPACED PER APPLICABLE WINDOW PER APPLICABLE WINDOW PRODUCT APPROVAL 2 MULLION PRODUCT APPROVAL 2 MULLION REINFORCEMENT REINFORCEMENT DOUBLE HUNG HORIZONTAL CROSS SECTION PICTURE (FIXED) HORIZONTAL CROSS SECTION �� TABLE OF CONTENTS Lucas Turner PAGE NO 7 _ DESCRIPTION ,- - GENERAL NO S. A31'_ US i AND CROSS SECYYlSfIS 2020.09.28 = Na. 5820 w � �; � 2 ELEVATION AND DESIGN PRESSURE CHARTS 1 2:12:45 y STATE OP MUJUON DETAILS ILL CROSS SECTIONS _0500' *SLM NIW I COCHRME AVE. PENNS ORO, W 26415 PH. 8W-426-2249 STORMBREAKER PLUS 300VL SERIES EXTRUDED IMPACT RESISTANT VINYL MULLIONS WITH LARGE ALUMINUM REINFORCEMENT (HVHZ) 1. —T Z —I— DESIGN PRESSURE CHART FOR MULLING UNITS IN PSF, MULLION #16991 —1, jo' <)fl)l+0ls cgnired, 11 DP, Ir- term fiiredi�at�d in red — NOTE: The pressure charts show the design pressures for the selected mullion span and panel width for THE LOWER OF THE WINDOW DESIGN PRESSURE (SEE SEPARATE APPROVAL) achieving bending capacity, deflection and OR MULLION DESIGN PRESSURE SHALL APPLY TO THE ENTIRE ASSEMBLY. concentrated load limits specified in the Florida Building Code, 7th Ed. (2020) edition. Adhere to fastening instructions provided in this document to achieve the tabulated design pressures. DIRECTIONS: Select the module width and mullion span from the chart to determine the allowable design pressure for the product. When panel sizes are not equal on both sizes of the mullion, use the larger of the panel widths from the chart. &IMONi'ON 2) ALUMINUM MULL 1 EXTRUDED VINYL 1 COCHRANE AVE. PENNSe0RO, WV 26415 PH. REINFORCEMENT r _MULLION COVER 800-426-2249 1 STORMBREAKER PLUS 300VL SERIES EXTRUDED IMPACT RESISTANT VINYL MULLIONS WITH LARGE ALUMINUM REINFORCEMENT HVHZ ®L—BRACKET 1�ALUMINUM (3) BASE PLATE\ MULL _ REINFORCEMENT 4-1—ae� DETAIL A SEE NOTES BELOW AND MANUFACTURER'S ATTACHMENT INSTRUCTIONS � Ast�. FOR ATTACHING REINFORCED MULLIONS TO WINDOW UNITS FOUR (4) 0.2500 —1 Q LARGE HOLES a a, MULLION COVER Q REINFORCEMENT BASE PLATE. DETAIL .060" MIN, STEEL ® MULLION IT.zta TWO (2) 0,2590 HOLES L—BRACKET VERTICAL SECTION ®5,U MASONRY APPLICATION Q LARGE (SUBSTRATES BY OTHERS) MULLION BRACKET MULLION COVER— .076 MIN. STAINLESS STEEL ANCHOR NOTES: 1) To achieve the required design pressures, adhere to the fastener requirements below. 2) INSTALLATION TO WOOD (G=0.42 MIN): Four (4) #10 wood screws for each base plate with min. 1-1/2" embedment and min. 7/8" wood edge distance. 3) INSTALLATION TO CONCRETE/MASONRY: Two (2) screws for each base plate in outermost holes. In grout —filled CMU block (ASTM C-90 Compliant) use 1/4" Elco Ultracons with 1 3/8" min. embed. to block and 1" min. edge dist. with min. 1-1/4" embedment. In solid concrete (2.85 ksi min.) use 3/16" ITW Topcons or 1/4" Elco Ultracons with 1 3/4" min. embed to concrete, and 1 1/8" min. edge dist. BASE PLATE -TWO CONC/MASONRY ANCHORS, SEE ANCHOR NOTE 3 EMBEDMENT, SEE NOTE 3 1D EXTRUDED VINYL MULLION COVER L—BRACKET L—BRACKET IS ATTACHED TO VINYL MULL COVER & MULL REINFORCEMENT USING TWO (2) RIVETS OR BARREL NUTS, 2 ON EACH L—BRACKET REFER TO TABLE 1 PAK—WIK SPACER 1" X 1/2" X 1/4" THK. MAX. (4) REQ. (2) AT TOP AND (2) AT BOTTOM ® MULLION 3 BASE PLATE (a)BASE PLATE L—BRACKET Ail POUR #10 SCREWS ® L—BRACKET SEE NOTES BELOW AND � I MANUFACTURER'S ATTACHMENT t5" MIN. INSTRUCTIONS FOR ATTACHING EMBEDMENT REINFORCED MULLIONS TO WINDOW UNITS ASSEMBLED MULL AND ATTACHM NT VFW VERTICAL SECTION *-SILL WOOD APPLICATION (SUBSTRATES BY OTHERS) „� SIM"ON TON' 2 TABLE 1 (MULLION ATTACHING HARDWARE) 9 28 2020 —� RIVET 5/16" DIA. STEEL RIVET WITH A GRIP LENGTH OE .50 MAX. S.Ni. EEi: AP FlT 3 of 3 _.. BARREL NUT #10-24 OR M10-32 STAINLESS STEEL BARREL NUT, 5/76` O.D. X ,25 LG WITH .125 MIN ENGAGEMENT LUCA5 A. TURNER, '.E. vt FE /562oi NRNER ENGINEERING k CONSUli1NG, INC. �„� ,. ,.. "�,.-,-,.. s s. _. STORMBREAKER ILLS 30