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HomeMy WebLinkAbout22-471438437 13Th Avenue Contractor: WEST SHORE HOME City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 BAR-004714-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: a 11 26 21 0010 02200 0110 Name: JAMES EASTON Permit Type: Add/Alter (Residential) Class of Work: Add/Alter Residential Address: 38437 13Th Ave ZEPHYRHILLS, FL 33542 EM-I& �1# M Building Valuation: $21,171.00 Electrical Valuation: $1.00 Mechanical Valuation: $1.00 Plumbing Valuation: $1.00 Total Valuation: $21,174.00 Total Fees: $218-79 Amount Paid: $218.79 Date Paid: 9/22/2022 11:57:41AM 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. TMTUMTM�-�� accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. 7-cONTRACTOR SIGNATURE PE IT OFFICER I MIZ47091 T. I ff-3 Me 1:111 N-6i I 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 /9 Building Department ed Phone Contact for Permitting727 205 -- 1957 exists* Date Received Owner's Name. JamesEastonOwner Phone Number 813-420-0008 Owner's Address 50437 13th Ave, Zephyrhills 33542 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 138437 13th Ave, Zephyrhills, FL 33542 LOT # SUBDIVISION PARCEL ID#[ 11-26-21-0010-02200-0110 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED R NEWCONSTRF--] ADD/ALT [_71 SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK a FRAME STEEL DESCRIPTION OF WORK Remove and replace 12 non -impact windows sz/sz. BUILDING SIZE SQ FOOTAGE 1936 HEIGHT =BUILDING 1'21,171.00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING 6,6 =MECHANICAL is VALUATION OF MECHANICAL INSTALLATION GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 14 P V pe, I AV BUILDER N-1 OMPANY Home - Jonte Hawkins SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address 1720 NW 4TH AVE #100, Ocala FL 34475 1 License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# PLUMBER COMPANY = SIGNATURE I REGISTERED Y/N FEE CURREN 77 N Address License # MECHANICAL[ese� COMPANY = SIGNATURE REGISTERED Y/N FEE CURREN L_Y / N Address F_ I License# OTHER COMPANY = SIGNATURE REGISTERED YIN FEECURREN I Y/N Address F_ License# RESIDENTIAL Attach (2) Plot Plans: (2) sets of Building Plans; (1) set of Energy Forms R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stornwater Plans w/ Silt Fence installed, Sanitary Facilities & I dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stownwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades NC Fences (PloUSurvey./Footage) Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed' restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use 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 S2,500.00 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 "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT FLORIDA JURAT (F.S. 117.03) �f r' OWNER OR AGENT *'"" CONTRACTOR scri sw o (or affirrned�hefore me this Subscribed and swo o (or affirmed) before me this y 8/31l2022 b or Hawkins 'stare r onall nown to me or has/have produced Who is/are personally known to me or has/have produced as identification_ as identification. Notary Public Notary Public Commission No. _ Commission No. HH& 1931 6A Kelsev Clark Name of otaryped, printed or stamped Name of otary typed, printed or stamped 0 , , 1, il 11111, t, I I W N INSTR#2022168728OR BK10663 PG949 Page 1 of 1 07/29/2022 1 O: 11 AM Rcpt: 2486069 Rec: 10.00 DS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller NOTICE OF COMMENCEMENT Permit No Property Identification No. 11-26-21-0010-02200-0110 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in the NOTICE OF COMMENCEMENT. I . Description of property (Iegaldescriplion:) CITY OF ZE-HYRHILLS PB I PG 54 LOTS 11-14 INCL SLOCK22 OR 5552 PG665 a) Street Address: 38437 13TH AVENUE, ZEPHYRHILLS, FL 33542 2. General description of improvements Remove and replace windows and/ or dcors 3. Owner Information a) Name and address: EASTON JAMES R 38437 13TH AVENUE, ZEPHYRHLL$, FL 33542 b) Name and address of fee simple titleholder (if other than owner) c) Interest in property 4. Contractor Information a) Name and address: West Shore Home 3845 Gateway Centre Blvd #300 Pinellas Park FI 33782 b) Telephone No.: (727) 205 1957 Fax No. (Opt.) 5. Surety Information a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No- (Opt.) 6. Lender a) Name and address: 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served; a) Name and address: b) Telephone No.: Fax No. (Opt.) 8, In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt.) 9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMNT IENCEINIENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR TPROVENIENTS To YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOU NOTICE OF COMMENCEMENT. STATE OF FLORJDA 14, COUNTY OF PASCO li#KMUITC OF Owner or Owner's Authorized OtTi,-er;DirLctorPariner.'),Iinlger Pria 7 arne The foregoiar, instrument was acknowledged before me this d1v of 20 -U, by m 15 'tell as (type of thorit � e& office;, trustee, attorney in fac or om J*jl men I c, it (name orpaj­�y or, lb�-Iialf`Ofwh Persor-1-ally Known OR Produced Identification Notary Signature Type of Identification Produced Name (print) Verification pursuant to Section 92,525, Florida Statutes. Under penalties of perjury, I decKrc that I have read the for6going and that the facts stated in it are true to the best of my knowledge and belief. FORMS NOC 0,00- A� r. oC N—ol P­ Sip:rg A,,-, "I`�' MIGUEL MARROQUIN, JR, Commission # NH 088418 I Wirm Febiluary 3� 2025 CY goaded Thnj Troy FlIjil j�$,qne E�*P� 80a38S7019 Am Page I of 14 mm WEST SHORE MM -H 0 M E---- 3845 Gateway Centre Blvd., Ste. 300 ( Pinellas Park, FL 33782 1 PH: 888-697-4033 1 www.WestShoreHome.com CBC-1265182 James R Easton 8134200008 Date: 07/13/2022 38437 13th Ave jameseaston34@gmail.com Rep: Scott Weidman Zephyrhills FL 33542 kge of the Home Year the home was built 1976 Was the home built in 1978 or prior? No Description of Work and Products to be Installed See Work Order Project Type Window & Door Balance Due Payment Method Balance Due Payment Method Finance )own Payment Detail Down Payment Method No Money Down Check # Total Sale Price, which includes the Down Payment Amount $21,171 Down Payment Amount $0 Balance Due on Substantial Completion $21,171 Estimated Starting Date 8-12 Weeks Estimated Completion Date 8-12 Weeks Agreement Delivery Method Email 5JT*K91 "M 1 -Year Price $26,149 Offers Received Summer sale + Initial Visit Program + $0 Down payment Total Discount $4,978 Total Sale Price, which includes the Down Payment Amount $21,171 James R Easton Customer's Responsibilities Prior To Installation Page 3 of 14 Certified Building Contractor Jonte Hawkins West Shore Home, LLC CBC-1265182 Historic Codes and Home Owners Association Customer is responsible for obtaining a permit or approval for the work from the Customer's historic codes, homeowner association, or local governing bodies prior to executing this contract, if applicable. Taxes and Fees Customer is responsible for taxes and/or permitting fees that are necessary to complete the work, unless the law requires West Shore Home to pay for them. Electrical, Mechanical, Masonry, Alarm Security System West Shore Home will provide a licensed electrician to perform electrical work if the walk-in tub requires electric to support the tub functions. West Shore Home is not licensed to perform electrical, mechanical (including duct work), masonry and/or alarm security systems work. Customer must arrange to have this work performed by a licensed contractor prior to the installation date. Painting or Staining West Shore Home does not fill nail holes nor does West Shore Home provide services for painting or staining of any kind of the natural wood products sold by West Shore Home. Customer is responsible for all painting, staining and nail holes. Drywall Work West Shore Home will install drywall as notated on the work order or Agreement. Customer is responsible for all additional finish work, including, but not limited to, applying joint tape, applying joint compound, sanding, and painting. Products Not Purchased from West Shore Home West Shore Home does not install any products that are not purchased from West Shore Home. The installation warranty is invalid if changes are made after the original West Shore Home installation, including the addition of third -party products. Reinstalling Storm Doors Customer's existing storm door may not be compatible with the new entry door that West Shore Home installs. West Shore Home may be unable to reinstall your existing storm door due to size restrictions related to the new entry door. Window Treatments Customer is responsible for removing all shades, blinds, shutters, draperies, window treatment hardware, and security bars ("Window Treatments") from old windows prior to new window installation. Customer is also responsible for reinstalling the Window Treatments after the installation of the new windows. Personal Items To allow for a clear work area, Customer is responsible for ensuring that furniture is moved away from window/door openings by at least three to six feet. Customer is responsible to remove any breakables such as figurines, plates, pictures and lamps, as well as area rugs. If the walls adjacent to the work area have shelving, West Shore Home advises removing any items on the shelving to prevent any shifting due to vibrations. West Shore Home is not responsible for damage to personal property items. Preparing the Property Customer is responsible for the preparation, moving, and reinstalling of electrical or telephone wiring, water lines, power lines, plumbing, and moving of shrubs and plants as may be needed for West Shore Home to perform its work. f T This Agreement does not include labor or materials for the following work: testing, removal and disposal of any hazardous material, including but not limited to material containing lead or asbestos (or any other hazardous material as defined by the EPA); or failure of surrounding part of existing structure, despite West Shore Home's good faith efforts to minimize damage, such as plaster or drywall damage. West Shore Home shall have the right to immediately cease all work if suspect hazardous material, including asbestos -containing material or presumed asbestos -containing material, is discovered or suspected in or adjacent to the work area, until the Customer addresses the material to the satisfaction of West Shore Home to allow the work to continue. In the event that such material is discovered, Customer shall be responsible at Customer's sole cost and expense for investigating and/or abating such material to the satisfaction of West Shore Home before West Shore Home is obligated to continue the work. If it is suspected that hazardous material, including but not limited to material containing lead or asbestos, was released into the home during the work, Customer shall be responsible at Customer's sole cost and expense for investigating and/or abating such material. The performance by West Shore Home shall be required only to the extent provided by this Agreement. Flooring Page 4nf14 West Shore Home is not responsible for bathroom flooring, except flooring directly beneath the shower or tub installed by West Shore Home. Customer is responsible for any flooring or renovations such an tile, |aminetea, carpet, etc. Structural Issues West Shore Home is not responsible and cannot repair unforeseen structural issues. Customer is responsible for having structural issues that arise addressed to West Shore Home's satisfaction prior to West Shore Home completing the Agreement. Pre -Installation Appointment Customer may be contacted by West Shore Home's Scheduling Department within a few days after placing an order. A time and date will be scheduled for a Project Specialist to perform a final inspection and review of the project. This is scheduled in half hour time slots between 9:00 a.m. and 5:00 p.m., Monday through Friday. Consent toReceive Transactional/Operational Texts By signing this contract, you agree to receive autodialed text messages from West Shore Home regarding your purchase, transactions, and account, including appointment scheduling, reminders, and updates. |fyou would like toopt-out of receiving these messages in the future then please notify us at optout@vvoetahonehome.00m. Consent to receive messages is not ocondition ofpurchase. If you would like to complete your purchase without agreeing to receive these messages then p|euoenoUfyueatoptout@vveotehonahome.com. Installation Page 5of14 Scheduling The Scheduling Department will contact Customer to schedule a date for installation after all products are received. Once the project has been scheduled, West Shore Home will arrive on the scheduled date and will not contact Customer unless a change occurs due tnthe following circumstances: tJob Delays Delays may occur due tounforeseen construction requirements; if this occurs West Shore Home will contact Customer assoon aspossible toreschedule installation. If materials listed on the Work Order are delayed or unavailable due to a shortage, backorder, supply chain difficulties, shipping delays, plant closings, weather, orother causes orconditions beyond the control ofWest Shore Home, then mcomparable product will beinstalled without notice. A delay in obtaining delivery of the materials listed on the Work Order or substitute item(s) will be a legitimate reason for an extension of the installation timeline and shall not be considered a breach of this Agreement. 3.Vemthe, Delays can occur due tnextreme weather conditions, which may create unsafe conditions for West Shore Home's installation staff and/ o/ damage the product or cause unintentional damage to Customer's home during installation. If this occurs, WestShore Home will contact Customer aosoon aopossible toreschedule the installation. Installation Timeline West Shore Home's installation lead-time inapproximately Otu12weeks. This may beextended for specialty work. West Shore Home strives tocomplete most installations in 1 to days. Installation When the installation crew arrives, the lead installer will review the work order and answer any questions Customer may have about the installation process. It is important for Customer to be home during the installation to answer any questions the installation team may have. West Shore Home will remove and dispose of any debris and waste materials that are generated byWest Shore Home, and leave Customer's home inabroom-clean condition. Customer understands that Customer has 3 business days to cancel this Agreement. Customer agrees that if Customer wants tocancel this Agreement after those 3days, West Shore Home does not have tuallow that. Customer agrees that if West Shore Home does allow cancellation, that Customer will have to pay to West Shore Home a late cancellation fee equal to 35% of the purchase price or actual incurred costs, whichever is greater, in order to cover West Shore Home's labor, administrative, and material costs. In the event of late cancellation, Customer authorizes West Shore Home to charge the late cancellation fee to the credit card provided on Customer's Credit Card Authorization Form. |nthe event Customer obtained financing for the work, Customer authorizes West Shore Home to seek payment from the financing company to pay the late cancellation fee. Customer agrees that MWest Shore Home determines within 30 days of the date of this Agreement that West Shore Home cannot perform the work according toWest Shore Home's normal professional standards, then West Shore Home may cancel this Agreement, notify Customer of the cancellation, and promptly return all deposited money. West Shore Home may cancel this Agreement for any reason, including incorrect pricing, unforeseen structural defects or unknown pre-existing conditions to the property. VVeoL Shore Hume has no liability for any delays in its work, including for acts of God, labor strikes, inclement weather, material shortages, or Customer's inability to qualify for or obtain financing. Events beyond the control of the West Shore Hume, such as . . . delays by local government authorities in issuing orotherwise approving inap*otiona, permitting or other required authorizations for the job ... do not constitute abandonment and are not included in calculating time frames for performance byWest Shore Home. After the Installation Page 6 of 14 a • Customer will have an opportunity to review all work that has been completed with the lead installer. Customer will be requested to sign and date the Completion Certificate and note any outstanding items which may need to be addressed promptly by West Shore Home's Service Department. At this time, Customer should review the operation of the new products with the installer. Payment Customer agreed that when the work is "substantially complete", Customer will pay West Shore Home the balance due on the purchase price. Customer agrees that "substantially complete" means the work has been materially finished and the product is functional. If after payment, Customer believes any work performed by West Shore Home is defective or incomplete, West Shore Home will inspect the work and will perform any service Customer is entitled to under this Agreement and/or any warranty. Customer agrees that title to the products does not pass to Customer until West Shore Home completes installation of all products and Customer pays the balance due on the purchase price. Receipt/Documentation The canceled check, credit card statement, or email from PaySimple is considered the receipt of payment. If the order is financed, Customer will receive a statement from the finance company within 45 days. Late Payment/Default Customer agrees that if Customer does not pay West Shore Home timely, Customer may be charged a late fee of 1.5% per month on the balance due. Warranties Page 7 of 14 Product Warranty West Shore Home does NOT provide a warranty on the products. All product warranties are provided by the manufacturers of the products. Customer should read all of the applicable product warranties for complete details of coverage before signing this Agreement. Customer agrees that work performed by a third -party on any product purchased from West Shore Home will void the product warranty. wzmsymla�� West Shore Home provides a one (1) year Peace of Mind Limited Warranty, which covers West Shore Home's labor under certain circumstances. If within one (1) year of installation of your project, you have any questions or concerns regarding the quality of our installation or the products that were used in your project, contact us, and at no cost to you, we will visit you and discuss the options. If we determine that a workmanship issue exists, we will address the issue. If we determine that a product issue may exist, we will work with you to file a claim under the manufacturer's warranty. If the manufacturer honors the underlying product warranty claim, West Shore Home will provide the necessary labor to install the component or product provided by the manufacturer. Only materials purchased directly from and installed by West Shore Home are covered by this warranty. This warranty does not apply to acts of God, intentional acts, unreasonable use of products or components, failure to provide reasonable maintenance as and when necessary, settlement of the residence, or failure of the structure (including but not limited to foundations, floors and walls) or existing plumbing. Removing, repairing, re -installing, painting, or tampering with any products or components by anyone other than West Shore Home, voids this warranty. This warranty terminates immediately upon the transfer of home ownership. An accepted claim under this warranty does not renew the warranty period. This warranty is invalid until your sales contract(s) with West Shore Home has been paid in full. Following the expiration of the one (1) year period provided for herein, West Shore Home will charge a fee to inspect and address any claim. i ■ • � 3 3 ■ � • • ■ 3 3 i • 3 • • 3 ■ � i • ` � ■ • � i ■ ■ 3 ■ ■ 3 i i • 3 • 3 • 3 • 3 Please carefully review the full one (1) year West Shore Home Peace of Mind Limited Warranty for complete details of coverage, prior to signing this Agreement. Customer Warranty Customer is the owner of the property listed in this Agreement and has the power and authority to enter into this Agreement. Customer has not been offered any money, gift or reward in order to sign this Agreement. Insurance and Damages Page 8of14 Insurance Contractor maintains liability insurance covering personal injury inanamount of$1.000.UO0and insurance covering property damage caused by the work of the contractor in an amount of $1,000,000, Contractor maintains workers' compensation insurance. Contractor's liability insurance and workers' compensation insurance are applicable to the work to be performed under the contract, Customer agrees that West Shore Home is not responsible for (a) damages due to strikes, fires, accidents, floods, governmental actions, urany other causes beyond West Shore Home's control; (b)consequential damages arising from a delay in West Shore Home performing under this Agreement; or (c) unintentional damage to landscaping, gas lines, electrical wiring, plumbing, telephone installations, or to interior walls or to personal property. Miscellaneous Page 9 of 14 Clerical Errors On occasion, West Shore Home may make clerical errors in completing this Agreement, such as the wrong date or number. In such cases, Customer agrees to take all actions necessary, including signing an amendment to this Agreement, to give full effect to the original intent of the parties. Customer and West Shore Home both agree that this Agreement and any attachments make up the entire understanding between Customer and West Shore Home about the work West Shore Home is doing. There are no other oral or written agreements or representations on which the parties are relying. Customer and West Shore Home both agree that any change to this Agreement must be in writing and signed by both parties. Counterparts/Electronic Signatures This Agreement and any change orders may be executed in multiple signature pages. Documents executed, scanned and transmitted electronically and electronic signatures shall be deemed original signatures for purposes of this Agreement and all related matters. Scanned and electronic signatures have the same legal effect as original signatures. 558, FLORIDA STATUTES. This is a home solicitation sale, and if you do not want the goods or services, you may cancel this Agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash down payment. uecisiori-iyiaaKing yonnr( axiori Does anyone else, except your spouse, have the authority to make decisions on your behalf or involving improvements to this property? No _Z/-4t Date of Transaction rage I U OT I 07/13/2022 You may cancel this transaction, without any penalty or obligation, within three business days from the above date. I you cancel, any property traded in, any payments made by you under the Agreement or Sale, and any negotiable instrument executed by you will be returned within 10 days following receipt by the Seller of your cancellation notic and any security interest arising out of the transaction will be canceled. If you cancel, you must make available to th Seller at your residence, in substantially as good condition as when received, any goods delivered to you under this 11 Agreement or Sale; or you may, if you wish, comply with the instructions of the Seller regarding the return shipment the goods at the Sellers expense and risk. If you do make the goods available to the Seller and the Seller does not pick them up within 20 days of the date of your Notice of Cancellation, you may retain or dispose the goods without any further obligation. If you fail to make the goods available to the Seller, or if you agree to return the goods to the Seller and fail to do so, then you remain liable for performance of all obligations under the Agreement. To cancel thi transaction, mail or deliver a signed and dated copy of this cancelation notice or any other written notice, or send a telegram, West Shore Home at 3845 Gateway Centre Blvd., Ste. 300 Pinellas Park, FL 33782 1 Customer's Signature —. Date VKW-11, 0 6. 4 6. MUM 17 canceie, 0 P Seller at your residence, in substantially as good condition as when received, any goods delivered to you under this 'fq xi the goods at the Sellers expense and risk. If you do make the goods available to the Seller and the Seller does not pick them up within 20 days of the date of your Notice of Cancellation, you may retain or dispose the goods without any further obligation. If you fail to make the goods available to the Seller, or if you agree to return the goods to the Seller and fail to do so, then you remain liable for performance of all obligations under the Agreement. To cancel thi transaction, mail or deliver a signed and dated copy of this cancelation notice or any other written notice, or send a telegram, West Shore Home at 3845 Gateway Centre Blvd., Ste. 300 Pinellas Park, FL 33782 Customer's Signature —. Date YOU, THE BUYER(S) MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRDPage 11 of 1A BUSINESS DAY ON WHICH THE BUYER(S) SIGN THIS ♦ SEE THE NOTICE OF CANCELLATION FORM •• AN EXPLANATION OF THIS RIGHT. 2. Do not sign this home improvement contract in blank. 141. You are entitled to a copy of the contract at the time you sign. Keep it to protect your legal rights. C. This home improvement contract may contain a mortgage • • create a lien on your property that cou14 'te foreclosed on if you do not pay. Be sure you understand all provisions of the contract before you sign. Scott Weidman CBC-1265182 Florida Certified Building Contractor License Date James R Easton 07/13/2022 Date ToOur Customers, We are currently experiencing some business delays and disruptions to our supply chains due to factors such as COVID-1 9, extreme weather, port backlogs, and the current fuel shortage. Despite these challenges, we have continued to grow our business, support our employees and communities, and keep our employees and customers safe. West Shore Home has always prioritized customer service, and in these uncertain times, this is no different. Unfortunately, we don't have an exact date for when things will be "back to normal." Rest assured that we're doing our best to source beautiful, high -quality products and get them shipped, scheduled, and installed as quickly as possible in the current environment. Some products may be temporarily unavailable or delayed due to situations beyond our control. Sometimes these delays are not communicated to us until after the projected ship date. Understandably, this can cause frustration. We ask that you please be patient with us while we the initial consultation to final clean-up. We're working diligently toadapt tunew circumstances while planning for the future. Our customers have always been the heart ofour company. We're grateful toyou for your ongoing support and patience during these unprecedented times. Page 13of14 James R Easton 8134200008 Date:07/13/2022 38437 13th Ave jameseaston34@gmail.com Rep: Scott Weidman Zephyrhills FL 33542 Total number of windows in the home 18 Total number of windows being replaced 12 Total Number of Units Being Installed 12 Non -Impact - Double Hung - 37W x 50H (inches) Total Ul (W + H) 87.00 Quantity 7 Color White Inside - White Outside Screens Half Screen Specialty Glass Tempered Glass Grids None Interior Casing None Location Bedrooms Layout None Non -impact - Double Hung - 37W x 26 (inches) Total Ul + H) 63.00 Quantity 1 Color White Inside - White Outside Screens Half Screen Specialty Glass <Tempered Glass Grids None Interior Casing None Location Kitchen Layout None Non -Impact - 2 Lite Slider - 63W x 50 (inches) Total Ul (W + H) 113.00 Quantity 2 Color White Inside - White Outside Screens Full Screen Specialty Glass Tempered Glass Grids None Interior Casing None Location Living room Non -Impact - 3 Lite Slider - 92W x 50H (inches) Total Ul (W + H) 142.00 Quantity 2 Color White Inside - White Outside Screens Full Specialty Glass Tempered Glass Grids None Interior Casing None Location Living room Layout 1/4-1/2-1/4 'nstall New Mullion Quantity Notes Includes Trim on New Mullion 12 Page 14 of 14 Year Home Was Built 1976 Impact Zone? No Additional Information Customer Initials (Customer's Initials) —kg-- # OF INSTALLERS NEEDEM---�--, CUSTOM R: y — I^ 5 cpa_ TECH:--M G DAYS TO COMPLETE: — — — ADDRESS:-3,Y--Y-2-!7---L7V If Z v - j,---- Type of tear out—AuOi Any mullions being removed Yes E] No Will shutter/blinds fit again Yes ] No Baysl8ows Roof or soffit tie in Supports or brick underneath? Condition? Need jamb depth & projection (degree - If in brick extend jamb to brick Exterior opening size Shoemold - Changes Made [:] Yes No MEN vc� �c� anccv uuuuu �u .��� icn wuc. m Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature 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 Regency Plus Inc 2000 Locust Gap Highway Mount Carmel, PA 17851 (570) 339-3374 tony@cwbyrpLcom Tony Procopio tony@cwbyrpi.com Joe Korzenieck! 2000 Locust Gap Hwy, Mount Carmel, SD 17851 (570) 339-3374 joek@window-pros. info Joe Korzenlecki 2000 Locust Gap Hwy. Mount Carmel, PA 17851 (570) 339-3374 joek@wi ndow-p ros. info Windows Horizontal Slider Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Nanagement Institute Standard AAMA/WDMA/CSA 101/1. S. 2/A440 Product Approval Method Method 1 Option A Year 2017 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 11/06/2020 11/09/2020 11/2012020 TL # __1\ I Model, Number or Name I Description I I31786.1 1314 Vinyl Double Slider Window / 1314 Vinyli}ouble Slider Window / Series 1000 Anneal Glazing Series 1000 Anneal Glazing Package I Package, 74" x63" XX Horizontal Slider I mits-07 Use Certification Agency Certificate Approved for use In HVHZ: No FL31Zd i Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/29/2024 Design Pressure: +40/-40 installation Instructions Other: Verified By: Robert J. Amoruso, P.E. FL P.E. No. 49752 Created by Tindependent Third Party: Yes Evaluation Reports P& Created by I independent Third Party: Yes 31786.2 1315 Vinyl XOX Horizontal Sliding Window / Series 1000 Anneal Glazing IPackage Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant. No Design Pressure: +40/-40 Other: 1315 VinyIX0X Horizontal Sliding Window / Series 1000 Anneal Glazing Package, III" x 63.25" Certification Agency Certificate &J1ZL"_S,=_RML4ZN_LU5_1 MM MIZ 90 Quality Assurance Contract Expiration Date 10131/2024 Installation Instructions Verified By: Robert 3, Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation reports Created by Independent Third Party: Yes Contact U :: Z§9j_Barr �R d, T3nahas PL 323§4EtQPLLUj_-JV_J&L4 The State Of Florida Is an AA/SEO employer. Co , ji ht 2001-2013 State Of Florida. AZn� =jo' ygLqt�n 77 BAfUaQ_aratLmjn Under Florida law, email addresses are public records. If you do not want your e-mail address released in resporse 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 que5tiafs, please contact 850.487.139S. -Pursuant to Section 455,275( 1 Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Dipairment 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 detCrMitvc V you are a licensee under Chapter455, F.S., please click bqr_e. INIMMAI 1% Credit Card Safe REGENCY PLUS., INC. 1314 VINYL DOUBLE HORIZONTAL SLIDING WINDOW SERIES 1000 ANNEAL GLAZING PACKAGE INSTALLATION ANCHORAGE DETAILS GENERAL NOTES. INSTALLATION NOTES' 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF 1. ONE INSTALLATION ANCHOR SHALL BE USED AT EACH ANCHOR LOCATION SHOWN IN ELEVATION ON SHEET I THE CURRENT FLORIDA BUILDING CODE EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVKZ). 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER 2, WOOD FRAMING, 2X WOOD DUCK, METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED OCCURS. MAXIMUM, ALLOWABLE SHIM STACK TO BE IN'. AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCIRETEINTASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER Of RECORD, 3, ANCHOR QUANTITIES AND SPACING -I EMBEDMENT AND EDGE DISTANCE APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: ".t WOOD FRAMING 3.1. THE NUMBER Of INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE (ED) AND THE MAXIMUM ON .2. STEEL fft, STUD FRAMING AND CENTER (O.C-) SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH ELEVATION ON SHEET 2. CONCRETE AND/OR MASONRY 3. I X BUCK OVER CONCRETFIMASONRY IS OPTIONAL, WHERE IX BUCKS ARE USED. INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX BUCK INTO CONCRETEtMASORRY SUBSTRATE. WHERE IX BUCK IS NOT USED. INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO CONCRETEIMASONRY SUBSTRATE. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING ON MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO THE FOLLOWING. -Lt AAM MVUMAJCSA 10111S.21A440-17.SCE TEST REPORT NO. NCTL-1 10-223042-1, DATED 02M61'20 BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK. PA. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 6. MATERIAL 6.1. FRAME: EXTRUDED RIGID PVC r.2. REINFORCEMENT: f: GALVANIZED STEEL TUBE - SASH STILES 3.2. END DfSTANCES, AND O.C- SPAC 4GG. LESS THAN THAT SHCWN IN THE ELEVATION ON SHEET 2 ARE ACCEPTABLE, 3.3. FOR WINDOW SIZES SMALLER THAN THOSE SHOWN, ANCHOR QLANTD`tES CAN BE REDUCED WHILE MAINTAINING EDGE DISTANCE AND GQ SPACING REQUIREMENTS. 14, ANCHOR QUANTITIES AND SPACING SHOWN ARE BASED ON THE LOWER OF ANCHOR SPACING USED IN TESTING OR REQUIRED BY LCAOM AT DESIGN PRESSURE. 4. SUBSTRATE ANCHORING METHODS, 4A, FOR ANCHORING, USE 3116* HEX HEAD OR FIAT HEAD TApCONS MTH SUFFICIENT LENGTH TO ACHIEVE A 1 Tr2" LM40AUM EMBEDMENT INTO CONCRETE WITH 1 118' MINIMUM EDGE DISTANCE AND 11- MINIMUM EMBEDMENT INTO MASONRY WITH ? MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, ANCHOR LOCATIIQNS HAVE +/. V TOLERANCE, 4.2, FOR ANCHORING INTO WOOD FIRAWiG OR 2X BUCK USE #12 PAN HEAD (SHOWN) OR FLAT HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A t 36MORMW EMBEDMENT INTO SUBSTRATE WITH 71r MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, ANCHOR LOCATIONS HAVE ff.;" TOLERANCE. 7, GLAZING 4.3. FOR ANCHORING INTO METAL STRUCTURE USE #12 PAN HEAD OR FLAT HEAD SMS OR SELF DRILLING SCREWS WITH 7.1. GLAZING DETAIL AS TESTED: OVERALL 0.84" (22.10 MM) NOMINAL SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314^ MINIMUM EDGE 7.m. GLASS THICKNESS (2) LITES OF 502- (4 MM) NOMINAL ANNEALED GLASS DISTANCE. LOCATE ANCHORS AS S14OWN IN ELEVATIONS AND, INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +1- V 7.1.2, SPACER TYPCiSIZE 0.564"(14A3 MM) DESICCANT-FTUED STAINLESS -STEEL SPACER (TYPE SS-D) TOLERANCE. 7.1.3, GLAZING SYSTEM INTERIOR GLAZED AGAINST A (2)-LEAF DUAL DUROMETER BACK -BEDDING AND A SNAP -IN (2)-LEAF DUAL DUROMETFR RIGID VINYL GLAZING BEAD. I l A. TFS1— OLALINC> —TS ASTM E— FOR THE OE—N —1— — IN THIS APPROVAL 00WM9NT- 1.3, At;rERNA1 f- GLAZING FAFETING THE REQUIREMENTS OF AAMA1WDMAJCSA 101A.S.2IA440 SHALL RE ALLOWED PER ASTM El 300, 8. DCSIGNATION"X'STANDS FOR OPERABLE SASH. 9. INTERIOR AND EXTERIOR FINISHING AND SEALING ARE FOR ILLUSTRATIVE PURPOSES ONLY. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED W940M IS NOT PART OF THIS INSTALLATION INSTRUCTION. TABLE OF CONTENT SHEET DESCRIPTION I GENERAL NOTES & INSTALLATION NOTES 2 ELEVATION WITH ANCHORAGE LOCATIONS & VERTICAL SECTION 3 HORIZONTAL SECTION & GLAZING DETAIL 4 BILL Or MATERIALS 5. ALL FASTENERS TO SC CORROSION RESMTMT. 6. INTFRM AM EXT940A PNMHn av OTHOm. NOT SHOWN roa CLARITY. 7. P ERWTER ANET JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE NTH ASTM E2112. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: $.I. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0,42 8.2, CONCRETE - L4NWWM COMPRESSIVE STRENGTH OF 25W PSI 83, MASONRY- STRENGTH CONFORMANCE To ASTM C-wMEDIUM WEIGHT WITH DENSITY � 117 POP SA. METAL STRUCTURE-: STEEL TOGA (0.04201). 33KSt OR ALUMINUM 6W3.T5 0,04 e THICj< MINIMUM PERFORMANCE RATING MA)OWIRA NDMAL WINDOW SIZE GLAZING DETAIL (SEE SHEET 3) DESIGN PRESSURE (PSF) IMPACT RATING 74' x 6T A +1-40 NONE O z IL W 0 0 0 Wao Ilffilbr{J.Amoru54, F.E. FWRM R.E. N.- 49M OF 41 "AIr Digitally signed by Robert i Amoroso Date: 2020.04.24 11:28.41 -04'00' FTC Flfoduct Dn ga Group, LLC PO a- 520776 L"'aww"' FL sR732-o775 321-690-17841 FIIPE C.mkw. .1 Amtu.0- N.,24905 --- 74" MAX. FRAME WIDTH 6" MAX. O.C. (TYP.) _T 15-1,2" MAX. O.C. (Typ') Al A NOTES: A41' 1. INTERIOR PANEL MAXIMUM SIZES: I.I. .I. SASH SIZE: 36'X 59.75' 112, SASH D.L.O.: 32,25- X 56.25­ f_U.VATIQN 2. EXTERIOR PANEL MAXIMUM SIZES: EXTER(QfG VIEW 2.1, SASH SIZE: 36"X 59" 2_2. SASH D.L.O.: 32.25"X 55,375- 3. WEEP DESCRIPTION 3.1. 0.186"DIAMETER 1.125"AND 1.625"FROM EACH END OF THE BOTTOM RAILS. 3.2. 0.25"X 0.25" WEEP HOLE 0.625" FROM EACH END OF THE BOTTOM RAILS, 3.3. 0.75"X 0.375"WEEP HOLE AT EACH END OF THE INTERIOR SILL TRACK, 3.4. 1"X 0.25" 2.75'WEEP HOLE FROM EACH END OF THE SILL DRAINING THE EXTERIOR SILL TRACK. 3.5. 1.25"X 0.25" WEEP HOLE WITH PLASTIC WEEP COVER 3.76"FROM EACH END OF THEE EXTERIOR SILL FACE. 3.6. 0.375" DIAMETER AT EXTERIOR SILL FACE MIDSPAN. MIN. EDGE DISTANCE. SEE INSTALLATION ANCHOR. WOOD SCREW SHOWN. SEE INSTALLATION NOTE 4 ON SHEET I FOR ANCHOR TYPE REQUIRED. a INSTALLATION NOTE 4 ON SHEET 1. MIN. EMBEDMENT, S INS TALLATION INSTALLATION ON - NOTE 4 SHEET 1. 0 SUBSTRATE BY OTHERS. SEE GENERAL NOTES 2 AND 3 ON SHEET 1. 1/4" MAX. PERIMETER SEAL SHIM SPACE BY OTHERS P 00 Lu < P w > 95 It! Z 0 w 0 m0ow 2 NO HEIGHT EXTERIOR INTERIOR cv 5" 0 Lu INSTALLATION SUBSTRATE BY OTHERS, SEE GENERAL NOTES 2 AND 3 ON SHEET 1. MIN. EDGE DISTANCE. SEE INSTALLATION NOTE 4 ON SHEET 1. • RubM J. An"M P.E. F". P.E. N.. 49752 1/4" MAX. 91AM SPACE .r 41M '0'% vr MIN- EMBEDMENT, SEE INSTALLATION Digitally signed NOTE 4 ON SHEET 1. by Robert J Amoruso INSTALLATION ANCHOR. WOOD Date: 2020.04.24 —SCREW SHOWN. SEE INSTALLATION NOTE 4 ON SHEET 11:29,00 -04'00' 1 FOR ANCHOR TYPE REQUIRED. PTC Pr dud 0.W &*, LLC PO a. 620775 WqM-d, FL 32752.0M MIN. EMBEDMENT, SEE INSTALLATION NOTE 4 ON SHEET 1. INSTALLATION ANCHOR. WOOD SCREW SHOWN. SEE INSTALLATION NOTE 4 ON SHEET 1 FOR ANCHOR TYPE REQUIRED, " I DISTANCE.E E INSTALLATION NOTE 4 ON SHEET 1. I INSTALLATION SUBSTRATE BY OTHERS. SEE GENERAL NOTES 2 AND 3 ON SHEET 1. EXTERIOR L#w (2)-LEAF DUAL DUROME-T BACK-BEDDI 5132" NOMINAL (4 mm) ANNEALED GLASS O.A. THICKNESS IGU: 0,87" NOMINAL 1/4" MAX. SHIM SPACE INTERIOR MIN. EMBEDMENT, SEE INSTALLATION 1/4" MAX OTE 4 ON CE t7- L SHEET 1. INSTALLATION ANCHOR, WOOD SCREW SHOWN. SEE INSTALLATION NOTE 4 ON SHEET I FOR ANCHOR TYPE REQUIRED. PERIMETER SEAL EXTERIOR PERIMETER SEAL BY OTHERS BY OTHERS WINDOW WIDTH HORIZONTAL CR09S SECTION R41 WOOD FRAMING. 2X WOW BUCX CONCRETE/MASONRY OR METAL FRAME APPROVED MIN. EDGE DISTANCE. SEE INSTALLATION NOTE 4 ON SHEET 1. I INSTALLATION SUBSTRATE BY OTHERS. SEE GENERAL NOTES 2 AND 3 ON SHEET 1. NOTES: 1. EXTERIOR OPERABLE SASH HEAD SHOWN. INTERIOR INTERIOR OPERABLE SASH SAME ' ALL OTHER GLAZJNG DETAILS SAME FOR OPERABLE SASHES AT JAMBS AND SILL GLAZING, �NAPAN (!2)-LI=kP DUAL DUPOMFTER RIGID VINYL GLAZING BEAD i/32"NOMINAL (4 mm) ANNEALED GLASS 0.564" (14.33 mm) DESICCANT -FILLED STAINLESS -STEEL SPACER (TYPE SS-D) 1"ANAWN19YONTIM 8u. 4' 0 zm� a- 1z 2 >. W 0 0,-' zj= Z:D Q Lu 0 Lu Ilk H .2 n'T 0 00 RObbrt I I—, P.E. FWM P.E. N.. 49752 40 % adr cw Digitally signed by Roberti Amoruso Date: 2020.04.24 11:29:11 -04'00' PTC kOduat D"19n Cl. LLC f'o Fox 520775 L—J.,FL32Y5210775 F8PE Ce gi.W. M Ah� N.. 25535 BILL OF MATERIALS I RaW4 J. A�wnwa, P.E. Hama P.E. W49752 , a"I Digitally signe,d by Robert J Amoruso PTC P(owd D-Ww Ckop, LLC B- 520775 FL 32752.0776 F�PE N., M3S 71812021 Florida Building Code Online BCIS Home I U9 In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I PublicaWns I Contact Us I ICIS Site Map I Links I Search dFlorida Product Approval P r Wit. USER: Public User EMdW&&QgIgXWjkM > Product or dgpjication 5eareh > AQdUU0Aj9 > Application Detail IN= FL # Application Type Code Version Application Status on Product Manufacturer Address/Phone/Email QKKMI�- � 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 Product Approval Method FI-31786-112 Revision 2020 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Regency Plus Inc 2000 Locust Gap Highway Mount Carmel, PA 17851 (570) 339-3374 tony@cwbyrp't.com a" ", I - It Joe Korzenleckl 2000 Locust Gap Hwy. Mount Carmel, SD 17851 (570) 339-3374 joek@window- pros. Info Joe Korzenlecki 2000 Locust Gap Hwy. Mount Carmel, PA 17851 ($70) 339-3374 joek*window-pros.into Windows Horizontal Slider Certification Mark or Listing National Accreditation & Management Institute National Accreditation 8L Management Institute 51&n—dArst AAMA/WDMA/CSA 101/13. 2JA440 Method I Option A EUTJ MM https://www.floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDquF5tWEahfD9ivX24uV4vAn%2fbLjxCO57704ciPcKvXkWQ�/�3d%3d 1/2 7/8/2021 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 17- 1 11106/2020 11109/2020 FL# Model, Number or Name Description 31786A 1314 Vinyl Double Slider Window 1314 Vinyl Double Slider Window / Series 1000 Anneal Glazing Series 1000 Anneal Glazing Package Package, 74" x 63' XK Horizontal Slider Limits of Use Certification Ailitncy Certificate Approved for use In HVJiZ: No EUIZKIZJCJCW�.�:,cadf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/29/2024 Design Pressure., +40/-40 Installation instructions Other: Verified By: Robert 3, Amoruso, P.E. FL F.E. No. 49752 Created by Independent Third Party: Yes Evaluation Reports Created by independent Third Party: Yes 31786.2 1315 Vinyl XOX Horizontal Sliding 1315 Vinyl XOX Horizontal Sliding Window Series 1000 Window / Series 1000 Anneal Glazing Anneal Glazing Package, ill" x 63,25" Package Llmlmili f Use t Certification Agency Certificate rav!d for use In JHVHZ. No Approved for use outside HVHZ: Yes Quality Assuran<e Contract Expiration Date Impact Resistant: No 10/31/2024 Design Pressure: +40/-40 Installation Instructions Other: f SWAULWI! Verified By: Robert J. Arnoruso, P. E. Fl. PE No, 49752 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes The State of Florida Is an AAIEEO "player. Qpyd Under Florida law, email addresses are public records. If you do not want your e-mail address releosed 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. It you have any questions, please contact 850,487,1395. *Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, KS. must provide the Dzpadmentwlth an email address if they have one. The smalls 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 I you are a kersee under chapter 455, F.S., please click bl_re . OW4090= I . MINIM = I' hUps:llwNw.floridabuilding.org/prlpr_app_dd.aspx?param=wGEVXQwtDquF5tWEehfD9ivX24uV4vAn*/`2fbLjxCO57704ciPcKVXk%AIQ%3d%3d 212 REGENCY PLUS, INC. 1315 VINYL XOX HORIZONTAL SLIDING WINDOW SERIES 1000 ANNEAL GLAZING PACKAGE IaENERAL NOTES: INSTALLAMN ANCHORAGE DETAILS 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE CURRENT INSTALLATION NOTES: FLORIDA BUILDING CODE EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 1.. ONE INSTALLATION ANCHOR SHALL. BE USED AT EACH ANCHOR LOCATION SHOM 114 ELEVATION ON SHEET 2. 2. WOOD FRAMING, 2X WOOD BUCK. METAL FRAMING AND CONCRETEWASONRY OPENINGTO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCRETE)MASONRY OPENING IS THE RESPONSIStLITY Z ShTM AS REOLItRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, SHIM WHERE SPACE OF I /IS- OR OF THE ARCHIT EDT OR ENGINEER OF RECORD. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING, GREATER OCCURS MAXIMUM ALLOWABLE SHIM STACK To HE 191. 2.1 WOOD FRAMING 2,2: STEEL STUD FRAMING AND 5. ANCHOR QUANTITIESAND SPACING I EMBEDMENT AND EDGE DISTANCE 2.3. CONCRETE ANDIOR MASONRY 3. IX BUCK OVER CONCRETEWASONRY IS OPTIONAL. WHERE 1X BUCKS ARE USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX BUCK INTO CONCRETEIMASONRY SUBSTRATE. WHERE IX BUCK fS NOT USED. INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO CO SUSSMTE. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO THE FOLLOWING. 4 . 1 . AAMAMOMAICSA 1014,SZA440-17. SEE TEST REPORT NO. UCTL-110-23218-1, DATED OW240) BY NATIONAL COMFIED TESTING LABORATORIES, YORr, PA. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND Bof"m GERMS REGIONS. 6. MATERIAL: 6.1. FRAME: EXTRUDED RIGID PVC 6.2. REINFORCEMENT: GALVANIZED STEEL TUBE - PANEL PERIMETER AND FIXED MEETING STILES 7. GLAZING: 7.1. GLAZING DETAIL AS TESTED: OVERALL 0.29'(22.61 MM) NOMINAL 7.2. OPERABLE PANEL: 7.2.1. GLASS THICKNESS (2) LITES OF &QT (4 MM) NOMINAL ANNEALED GLASS 7.2,2. SPACER TYPEISIZE G.6T (14A9 MM) DESICCANT -FILLED STAJNLESSS-STEEL SPACER (TYPE SS-D) 7.2.3. GLAZING SYSTEM INTERIOR GLAZED AGAINST A (2)-LEAF DUAL DUROMETER BACK -BEDDING AND A SNAP -IN (2)-LEAF. DUAL OUROMETER RIGID VINYL GLAZING BRAD. 7.3. FIXED LITE: 7,3.1. CLASS THICKNESS (2) LITES OF 3/16- (5 MM) NOMINAL ANNEALED GLASS 7.12. SPACER TYPOSIZE W524' (13.31 MM) DESICCANT -FILLED STAINLESS -STEEL SPACER (TYPE SS-D) 7.33. GLAZING SYSTEM INTERIOR GLAZED AGAINST FOAM TAPE BACK-SECOiNG AND A SNAP -IN Id) -LEAP DUAL DUROMEMR RIGID VINYL GLAZING BEAD. 7.A- AS TESTED CLAZINn MEETS A9TM r13oM9a FOR THE DESlnfj CONDITIONS 91-1cw" IN Twa I-0PYElCT nCC.R;a at #)vRQVMfNL 7.5. ALTr-RNATE OLAZINQ MCEPNO THE RfQVIREMERT* OF AAMNWDkWC5A I0jTLS2MW SMALL BE ALLDWO, PER ASTM El—. 8. DESIGNATION 'XSTANDS FOR OPERABLE PANEL ANDO" STANDS FOR FIXED LITE 9. INTERIOR AND EXTERIOR FINISHING AND SEALING ARE FOR ILLUSTRATIVE PURPOSES ONLY. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED WINDOW IS NOT PART OF THIS INSTALLATION INI INSTRUCTION, TABLE OF CONTENT SHEET DESCRIPTION I GENERAL NOTES & INSTALLATION NOTES 2 ELEVATION WITH ANCHORAGE LOCATIONS 3 VERTICAL SECTION &. C4.AZING DETAIL 4 HORIZONTAL SECTION 5 BILL OF MATERIALS 3.1. THE NUME"ER OF 04STALLATM ANCHORS IS BASED ON THE MAXIMUM END DISTANCE (ED) AND THE MAXIMUM ON CENTER (OfiG-) SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH ELEVATION ON SHEET 2. 3.2. END DISTANCES AND O,C- SPACING LESS THAN THAT SHOWN IN THE ELEVATION ON SHEET 2 ARE ACCEPTABLE. 313, FOR WINDOW S12ES SMALLER THAN THOSE $NO" ANCHOR QUANTITIES CAN BE REDUCED WHILE MAINTAINING EDGE DISTANCE AND GC. SPACING REQUIREMENTS. 3.4. AKX:fM QUANTITIES AM SPACING SHOVVW ARE BASED ON THE LOWER OF ANCHOR SPACING USED N TESTING OR RECUIRED BY LOADING AT DESIGN PRESSURE 4, SUBSTRATE ANCHORING METHODS- 4.1. FORA RING INTO CONCRETEWZONRY USE WIV HEX HEAD OR FLAT HEAD TAPOONS WITH SUFFICIENT LENGTH TO ACHIEVE A I 1L21 MINIMUM EMBEDMENT INTO CONCRETE WITH I t(W LWWjM EDGE DISTANCE AND f'MIN"M EMBE DMEN r INTO MASONRY WITH 7 MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN *4 ELEVATIONS AND INSTALLATION DETAILS, ANCHOR LOCATIONS HAVE +1- 1* TOLERANCE. 4.2. FOR M04ORNG INTO W�DGB` FRMW4G OR 2X BUCK USE #10 PAN HEAD (SHOWN) OR FLAT HEAD WOOD SCREWS WITH SUFFICIENT Mani TO ACHIEVE A I 19'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3W MINfMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 94STALLATM DETAILS. ANCHOR LOCATIONS HAVE *I- VTOLERANCE. 4.& FOR ANCHORM INTO METAL STRUCTURE USE #10 PAN READ OR FLAT HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENtLENGTH TOACHEEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314* -EDGE DISTANCE' LOCATE ANaMSAS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE 4f- I'TOLERANCE. 5 ALL FASTENERS TO BE CORROSION RESISTANT B. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHCWN, 7- PtTW&TERANDJOW' SEALANT By OTHERS TO BE DESIGNED ANDMR SPECIFIED IN ACCORDANCE WITH ASTm E21114 IL :NSTALLATM ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION USTRUCTIONS, ANDANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTHSPEOREDIBELOW: 8.1. W(M - MINIMUM SPECIFIC GRAVITY OF G-0.42 812. CONCRETE - MINIMU41 COMPIIESSIVE STRENGTH OF 2500 PSI 9.3- MASONRY - STRENGTH CONFORMANCE TO ASM C-W, MEDIUM WEr4R`WITH DENSITY s 117 PCF 8.4. METAL STRUCTURE— STEEL WGk ("42n 33KSI OR ALUMINUM BM-TS 0,04ir THICK MINIMUM :I- ;-- z L �— < CL i< 01 z fn m 0 In z- III j -4 1.: 0 0 z 09 z R.b.d J. P.L Fk.fd. P.E, Nd. 49752 KQ 427M -,0. !�'PIIME �Cf fix` Digitally signed by Robert J Amoruso Date: 2020.04.24 11:47:55 -04100' FTC Product 0.1an G-qk LLC, PO 8" 520775 LWV-006. FL 3275ZO775 321-69 vas , FSPE Oldiftat. d Aft.—ftn N01125m I 10- 1/4" MAX. O.C. (TYT- P.) .— 1 1 1 " MAX. FRAME WIDTH O.C. (TYP.) 14-1/4" MAX. O.C. (Typ.) I=> �i �l <= x x NQTU, 1. OPERABLE PANEL MAXIMW451ZE, 1.1. PANEL SIZE. 25.75X:5e.62V' 2. DAYLIGHT OPEMNG MAXfMUM SIZES: ELEVATION 2.1' OPERABLE PANEL D.L.O. SIZE: 2tS75'X55.75' 2.,2- FIXED LITE D.LO ' SIZE:. 53.375X 57.375' EXTERIOR VIEW 3. WEEP DESCRIPTION 3.1 0.76'WOE BY 0AW NOTCH LOCATED END Or THE SILL WSERTS 3.2 OVS* WIDE BY 0.400r HIGH LOCATED AT EACH END OF THE INTERIOR SILL TRACK 3.3. 0,990'VvIDE BY O.PS'HIGH LOCATED 1.250" FROM EACH END OF THE EXTERIOR SILL TRACK 14. 0.7W WIDE BY 0.250° HIGH LOCATED AT EACH END OF THE BOTTOM RAIL GLAZING CHANNEL 3.5. 0,25" WIDE BY 0.25'HIGH LOCATED AT EACH END OF THE BOTTOM RAIL 1& 0.3W DIAMETER LOCATED AT MIDSPAN OF THE EXTERIOR SILL FACE 0 w 0 x w Rd.AJ.P�,KF- FWiftP.E.W,4SM "r=S -,,, Digitally signed by Robert J Amoruso Date: 2020.04.24 11:48:08 -04'00' PTC Rw owan Croup, LLC Foft.=ns FL=M-OM 32IA90-17U W.e FOPE UMCOW Of AU Na. INSTALLATION ANCHOR. WOOD SCREW SHOWN. SEE INSTALLATION NOTE 4 ON SHEET 1 FOR ANCHOR TYPE MIN.EDGE DISTANCE. SEE REQUIRED. INSTALLATION NOTE 4 ON MIN. EMBEDMENT, SHEET1 . SEE INSTALLATION FNOTE 4 ON SHEET 1. I NSTALLATION SUBSTRATE BY OTHERS. SEE GENERAL NOTES 2 AND 3 ON SHEET 1. 1/4" MAX. SHIM SPACE PERIMETER SEAL BY OTHERS WINDOW HEIGHT EXTERIOR INTERIOR 1/4- MAX. S.I. S—c PEPIM['T€P qCAL AV OTPrPq IN5TALLATION MIN, EMBEDMENT, SUBSTRATE BY SEE INSTALLATION OTHERS. SEE NOTE 4 ON SHEET I GENERAL. NOTES 2 1 AND 3 ON SHEET 1. zzzzz'/rz?z4' MIN. EDGE DISTANCE. SEE INSTALLATION ANCHOR. WOOD INSTALLATION NOTE 4 ON SCREW SHOWN. SEE SHEET 1. INSTALLATION NOTE 4 ON SHEET VERTICAL CROSS SECTION A -A I FOR ANCHOR TYPE REQUIRED. WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY OR METAL FRAME APPROVED BACK-BEDD 5t32" NOMINAL (4 mm) ANNEALED GLASS I W91 N ■ ;132" NOMINAL (4 ffirn) ANNEALED GLASS 0.5T (14.99 mm) DESICCANT -FILLED OA THICKNESS JYPE SS-D) IOU: OAT NOMINAL - 11 GLAZING DETAIEL A - OPERABLE PANELS (fWAD SHOWN. SIELL AND JAMBS SAMIE) NOMINAL (5 mm) ANNEALED GLASS EXTERIOR FOAM TAPE BACK-REDDING 1176, OWN SNAp-IN (2)�.LFAF 0-524?* (13.31 mm) DUAL DUROMETER DESICCANT-FtLLED RIGID VINYL STAINLESS -STEEL GLAZING BEAD SPACER CrYPE SS-D) INTERIOR O.A. THICMESS IGU: 0.89"NOMINAL 110 11112 � lgil� g tj Z o 9 Lu w(o i 0 of Ism RobwtJ..P.F- FW,ft P.E. No. OM xx )igitallysigned )v Robert J Date: 2020.04.24 11.48:19 -04'00' arc Product owon Gmp, LLC PO S- 520775 L..".d, Ft 32112-0775 321-6004788 bftap%- m F6KC*fUfiw.afAW*rkswa No. 25936 1 INSTALLATION ANCHOP. WOOD SCREW SHOWN. SEE INSTALLATION NOTE 4 ON SHEET I FOR ANCHOR TYPE REOUIRED. MIN, EDGE DISTANCE, SEE INSTALLATION NOTE 4 ON SHEET 1. _L_ INSTALLATION SUBSTRATE BY OTHERS. SEE GENERAL NOTES 2 AND a ON SHEET 1. MIN. EMBEDMENT, SEE INSTALLATION NOTE 4 ON SHEET 1. 1/4" MAX. SHIM SPACE INTERIOR PERIMETER SEAL EXTERIOR BY OTHERS -WINDOW WIDTH HORVZ,ON'rAl- CROSS SFC71'10N U-0 WOOD FRAMW4-,, 2X WOOD ElUCK, CONCRETE/N4A5MRY OR METAL. FRAME APPROVED MIN. EMBEDMENT, SEE INSTALLATION NOTE 4 ON INSTALLATION SHEET F. ANCHOR. WOOD SCREW SHOWN. 1/4- MAX. SEE INSTALLATION SHIM SPACE 111 NOTE 4 ON SHEET 1 FOR < 6�G- .ffig ANCHOR TYPE REWIRED. 3 0 a, a. MIN. EDGE Lu LU DISTANCE. SEE INSTALLATION NOTE 4 ON SHEET 1. \—INSTALLATION SUBSTRATE BY PEMMETER SEAL OTHERS. SEE GENERAL NOTES BY OTHERS 2 AND 3 ON SHEET 1. Rb.1t J. Aii,u . P.E. Ff.,id. P.E. W. 49M Z A 4 Digitally signed by Robert J Amoruso Date: 2020.04.24 11.48:31 -"00' PTC Pmdud Dion a—P, LLC pcia-mom L.0—d, R. 32752-Wn 321-690-1788 kftOW­M.n FWe r­Okii� d Aud­.ft. N..25M SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publitations Contact Us iBCTS Site Map i Links Search Product Approval i itl USER: Public User ELoduct& 11 .pCZ0LMon U > Product or paLaVaa.51= > 8pQUajq2a.= > Appation Detail c FL # FL31787-RI t1°Ate' as 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 Address/Phone/Email Authorized Signature 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 Regency Plus Inc 2000 Locust Gap Highway Mount Carmel, PA 17851 (570) 339-3374 tony@cwbyrpi.com Tony Procoplo tony@cwbyrpi.com Joe Korzeniecki 2000 Locust Gap Hwy. Mount Carmel, SD 1785I (570) 339-3374 joekQ window-p res. info Joe Korzenleckl 2000 Locust Gap Hwy. Mount Carmel, PA 17851 (570) 339-3374 joek@window-pros. info Windows Double Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard -- AAMA/WDMA/CSA 101/1,S, 2/A440 Product Approval Method Method 1 Option A y9m 2017 Date Submitted 11/06/2020 Date Validated 11/09/2020 Date Pending FBC Approval Date Approved 11/15/2020 M-1111l"IFTM. A-TOMMM Fl. # Model, Number or Name Description 31787.1 1313 Vinyl Tilt Double Hung Window 1313 Vinyl Tilt Double Hung Window/ Series 1000 Anneal / Series 1000 Anneal Glazing Glazing Package, 53" x 77", X/X Package Limits of Use Certification Ag ency Certificate Approved for use In HVHZ. No FL3178Z RI C CA NIQ14791.af Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant- No 02/29/2024 Design Pressure: +40/-40 Installation Instructions Other: FL31787 R1 11 RPLS0081 RevQ Series-1313-DH ss.. d Verified By: Robert J, Amoruso, P.E. FL P.E. No. 49752 Created by Independent Third Party: Yes Evaluation Reports EL31787 BI &E PgRtLO2658 B_evl LLU_Q_HjL.pAf Created by Independent Third Party: Yes g0_U=:: MgaC_UL-07-jM The State of Florida is an AAgEO employer. Qqyclght.2902> 13 51�l RENAV-51dA0004 : : AC0911MYLstatement Under Florida law, email addresses are public records. it you do not want your e-mail address released in response to a publicrecordsrequest, do not send electronic mail to this entity. Instead, contact the office by phone Or by traditional mail. It you have any questions, alcarst contact 9$0,487.1395. -Pursuant to Section 435.275(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 amails 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 I you are a licensee under Chapter 455, F.S., please dick b=. i i Qlarig—aQ *1 1"IENIM101 Credit Card Safe REGENCY PLUS, INC. 1313 VINYL TILT DOUBLE HUNG WINDOW SERIES 1000 ANNEAL GLAZING PACKAGE INSTALLATION ANCHORAGE DETAILS NOTES: INSTALLATION NOTES. 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF 1. ONE INSTALLATION ANCHOR SHALL BE USED AT EACH ANCHOR LOCATION SHOWN IN ELEVATION ON SHEET 2. THE CURRENT FLORIDA BUILDING CODE EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1116'OR GREATER 2. WOOD FRAMING, 2X WOOD BUCK, METAL FRAMING AND CONCRETFJMASONRY OPENING TO BE DESIGNED OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 19-. AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. ANCHOR OUANTTNES AND SPACING I EMBEDMENT AND EDGE DISTANCE APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: 2.1. WOOD F 2AMING 3.1. THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE (ED) AND THE MAXIMUM ON 2.2. STEEL STUD FRAMING AND CENTER SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH ELEVATION ON SHEET 2, 2,3. CONCRETE ANDJOR MASONRY 3. 1X BUCK OVER CONCRETEWASONRY IS OPTIONAL. WHERE IX SUCKS ARE USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX BUCK INTO CONCRETEIMASONRY SUBSTRATE. WHERE IX BUCK is NOT USED, INSTALLATION ANCHORS WILL BASS THROUGH WINDOW FRAME INTO CONCRFTEIMASONRY SUBSTRATE. DISSIMILAR MATERIALS MOST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO THE FOLLOWING. 4.1. AVAAWOMAJCSA 101/LS21A440-17. SEE TEST REPORT NO. NCTL-1 10-23043-1, BATED 0=4120 BY NATIONAL CERTIFIED TESTING LABORATORIES. YORK, PA. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 6. 6.1. FRAME: EXTRUDED RIGID PVC 6 , 2. REINFORCEMENT: S, 2.1. GALVANIZED STEEL TUBE - SASH RAILS. 7 N 7A. GLAZING DETAIL AS TESTED: OVERALL 22X6 MM (0,000') NOMINAL 7.1.1. GLASS THICKNESS (2) LHFS OF 4 MM (0.1531 NOMINAL ANNEALED GLASS 7.1.2. SPACER TYPtISIZE 15,09 MM (0.594") DESiCCANT-FILLED STAINLESS -STEEL SPACER (TYPE MD) 7A3. GLAZING SYSTEM INTERIOR GLAZED AGAINST A (2)-LEAF DUAL DUROMrTER BACK-BEMNG AND A 7.1.4. SNAP -IN (2FLCAP DUAL DURDMETIER , RIGID VINYL GLAZING DEAD. 7.9 AS TESTED aLA71NC MCFTA ASTM Fl9 — F1'iR T"P DEStCN r FPROVAL DOCUMENT. 7.31 ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAkMVDMVCSA 10111.S.2lA440 SINALL BE RLLO-EO PER ASTM E1300 IN NON4WHZ LOCATIONS. & DESIGNATION 'X" STANDS FOR OPERABLE SASH. 9, INTERIOR AND EXTERIOR FINISHING AND SEALING ARE FOR ILLUSTRATIVE PURPOSES ONLY, THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED WINDOW IS. NOT PART OF THIS INSTALLATION C TABLE OF CONTENT SHEET DESCRIPTION I GENERAL NOTES & INSTALLATION NOTES 2 ELEVATION WITH ANCHORAGE LOCATIONS & VERTICAL SECTION 3 HORIZONTAL SECTIONS & GLAZING DETAIL 4 BILL OF MATERIALS 3,2. END DISTANCES ANO O-C. SPACING LESS THAN THAT SHOWN IN THE ELEVATION ON SHEET 2 ARE ACCEPTABLE, 13, FOR WINDOW S2FS SMALLER THAN THOSE SHOWN, ANCHOR QUANTITIES CAN BE REDUCED WHILE MAINTAINING EDGE DISTANCE AM O.C. SPACING REQUIREMENTS. 3.4. ANCHOR QUANTITIES AM SPACING SHOWN ARE BASED ON THE LOWER Of ANCHOR SPACING USED IN TESTING OR REQUIRED BY LOADING AT DESIGN PRESSURE. 4. SUBSTRATE ANCHORING METHODS: 4A. FOR ANCHORING INTO CQNCREMMAS()NRY USE 3K6' FLAT HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A I 1/2- NNIMAK EMBEDMENT INTO CONCRETE WITH I W MINIMUM EDGE DISTANCE AND V MINIMUM EMBEDMENT INTO MASONRY WITH 2"NONVUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +]. 1"FOLERANCE. 4.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #12 FLAT HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 31y KOMIUM EMBEDMENT INTO SUBSTRATE WITH Tir MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +A I"TOLERANCE, 4.3, FOR ANCHORING INTO METAL STRUCTURE USE #12 FLAT HEAD EMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3W MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE -P 1' TOLERANCE- 5. ALL FASTENERS TO BE CORROSION RESISTANT. 6. INTERIOR AND EXTERIOR FINISHES By OTHERS. NOT SHOWN FOR CLARITY. 7. PERIMETER AND JOINT SEALANT BY OTHERS . TO BE CESIGNrO ANOONA SPECIFIED IN ACCORDANCE WITH ASTM E2112. 8, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INsTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW� IL,. WOOD - MINIMILN SPECIFIC GRAVITY Of C-0.42 82. CONCRETE. -MI RESSM STRENGTH OF 2SM M 8.3. M`A- STRENGTH CIONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY, 117 PCF 8.4. METAL STRUCTURE: STEEL ISGA (6:0428"), MW OR ALUMINUM W63-T5 O.D4&'THICK MINIMUM PERFORMANCE RATING MAX NOMINAL WINDOW SIZE DETAIL (SEE SHEET 3) DESIGN PRESSURE (PSF) IMPACT RATING 53' x 77' A -1-40 NONE z Z- w � -5 0 la M '3 z w 0tD :=1 I- 0 z 80 w R.Wt J. A— , P.E. R-1. P.E. N.. 49752 Z". Digitally signed by Robert J Amoruso Date: 2020.03.31 10:37:34 -04!00* PTC Platt Dftlg. Group, LLI PC) @ 520776 L-9-0. FL 32752-OM 321-69&1788 F8PE0.IIf-w.fA,At.,x. N. 2506 53" MAX. FRAME W[DTH -7- f 6" MAX. O.C. (TYP.) r w < LL 9-3/8" MAX. O.C. (Typ.) 6" MAX. O.C. (Typ.) I T ELEVATION NOTES EXTERIORVIEW I- THIS ANCHOR LOCATED ON EXTERIOR JAMS TRACKS. ALL OTHER ANCHORS LOCATED ON INTERIOR JAMB TRACKS. 2. MAXIMUM TOP SASH SIZE: 49.563" X 36.938% MAXIMUM BOTTOM SASH SIZE: 50.26"X 37" 3. MAXIMUM TOP SASH D.L.O.: 46"X 33.438'; MAXIMUM BOTTOM SASH D.L.O.: 46.813" X 31313" 4. 0.938"X 0.25"WEEP HOLE AT 2,75"FROM EACH END OF EXTERIOR SILL FACE. 5. 1.28'X 0.3" WEEP HOLE WITH COVERS AT 3.625" FROM EACH END OF EXTERIOR SILL FACE. 6. 0.75"X 0.375"WEEP HOLE AT EACH END OF INTERIOR SILL TRACK. INSTALLkTION SUBSTRATE HEAD BEDDED IN By OTHERS. SEE SILICONE SEALANT GENERAL 140TES 2 AND 3 ON SHEET I 1 SHIM" SPACE MAX. PERIMETER SEAL-' Ery OTHERS 11 IEXTERIOR INTERIOR WINDOW HEIGHT MIA, INSTALLATION SUBSTRATE SY OTHER& SFF llllsv� GENERAL NOTES 2 AND 3 ON SHEET I Vr,,*RTICAI, CROSS SECTION A -A WOOD FRAMING, 2X WOOD RUCK, CONCRO1141MASONRY OR M17rAL rRA.Mr APPROVED MIN, EMBEDMENT, SEE INSTALLATION INTERIOR 1/4- MAX, NOTE 4 ON SHIM SPACE SHEET 1. INSTALLATION ANCHOR. WOOD SCREW SHOWN. SEE INSTALLATION NOTE 4 ON SHEET I FOR ANCHOR TYPE REQUIRED. MN. EDGE DISTANCE. SEE INSTALLATION NOTE 4 ON SHEET 1. 1--INSTALLATION SUBSTRATE BY EXTERIOR PERIMETER SEAL --/ OTHERS. SEE GENERAL NOTES BY OTHERS 2 AND 3 ON SHEET 1. WINDOW WIDTH� FIORTZONTAL (JAMB) CROSS SECTION B-B APPLICABLE TO BOTH JAMBS tVOOII 11RAMING, 2X WOOD BUCK, CO.','CRITW?'iA.';ONJiY Olt APPROVED, ANCI IOR JAMB (SMi ELEVATION ON SIME-1`2). MIN. EMBEDMENT, -SEE INSTALLATION INTERIOR NOTE 4 ON 1/4" MAX. SHEET 1. SHIM SPACE INSTALLATION ANCHOR. WOOD SCREW SHOWN. SEE INSTALLATION MOTE 4 ON SHEET FOR ANCHOR TYPE REQUIRED. MIN- EDGE 915TA14r.c SEE 5TALLATIO� NQTC 4 ON SHEET 1, \—INSTALLATION SUBSTRATE BY EXTERIOR PERIMETER SEAL _/ OTHERS. SEE GENERAL NOTES BY OTHERS 2 AND 3 ON SHEET 1. WINDOW WIDTH I FTORTZONTAL (JAN111) CROSS SECTION C-C AI PLICA111,E'rO Bo,rH JAMBS %V0017 FRAMINO. 2X WOOD BUCK, CONCRI; ' HAIIASONRY OR ME I*AL FRANIE, 1111-110,11M. AN('flOR INSTALLATION AT F3'"I'11HOR JAMB (Slilil HLEVA11ONONSI[FLOP 2), 0.5' GLASS SITE T 5/32'NOMINAL (3.9mm) ANNEALED GLASS ffaigmadmmm ml:.. Iffiffiff, ", SNAP -IN (2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD 5/32' NOMINAL (3.9mm) ANNEALED GLASS 0,622" (15.8mm) DESICCANT -FILLED STAINLESS -STEEL SPACER (TYPE SS-D) GLAZING DETAIL A NOTES: 1. A, MINIMUM OF TWO (2) NEOPRENE SETTING BLOCKS WITH 70 TO 90 SHORE, A DUROMETER HARDNESS ARE REQUIRED AT BOTTOM (SILL) OF GLAZING LITIES MORE THAN 3 FEET IN WIDTH. 2- UPPER, OPF;P_&RLE 9A-qR HPAD _qHOWN- ALL OTHr-R GLAZING DIPTAIL9 _qAME rOP OPERABLE SASHES AT JAMBS AND SILL GLAZING. BILL OF MATERIALS 1313 VINYL TILT DOOBLE HUNG WINDOW/ SMES IWO ANNEALGLAW46PACKAGE FE,,,gi I Royal IV Whit. 7780 Master Frame (H) 2 Product Design H-WI4 Screen Clip Clear 2 IV White 128217750 Sash Frame (Operating Sash) I (H) 4 ProductDosign H4M8WVHZ 2 x En IV White 128217760 Sash Frame (Operating Sash) I (WI 4 RH products HH-N vwq4 Gernerg *TherfockCaver(Operating Sashli Lock Sash (W) I Rcya!__ LV While 1097 J'774S Glazing Read Stop (2perating S�hesl I (RI 4 RH Products HH *ftdock Cover (Operating Sashl / KseW Sash A I _Energ� EnergilRoVal IV Vqbiw 1073 J7724 Pocket Cover Head l(W) I Smith BEA SMO Stainless Steel Staples ZO x U2 Sash (M tH) 20 no I I Royal VV White 107817725 Sash Cover Head (Keeper Sash) I W I Undenmew VM44= 30PP`f2-W50-WtG X1 3M X 3 Foam Black nerai I Royal fVMfte1180/T727 Interlock Cover (Operating Sashesl I (M 2 Lamatek L 21300-OW7 -75 Mite Balance Plug 4 3 0 ox3 Se Pocket Cover (M 1107317724 f Frame Head I Vedonfindustrars tWA-003�EW Hurricane Tat Latch 4 VJ23311314V;10000 .210 x -VO Fin Seat Sash Frame, (fill 128211760 1 K6epersaso 4 vislontodustries fa29Zk-GWEW Saft Smf cA �-Pat W23303NW00go Z10 z.300 Fin Seat Sash Frame fJ4)t1292t77'5QfLock Sash 4 Vision Industr5es, 6"7 4 r-UU111t.1rl,:Fab- 12 E20718WN2020 200 x 240 H-Bulb Seat Sash Fraam 12a2,17750 t Look Sash 1 12 a. z �Ultra-Fab W2330INVVOGOG A 87 x .3DO Fin Seat tmedock Cover 11180 17727 / Lock Sssh I 2X ) �raffon 120176 9 8 x I Ile Tek Whitol Locks z D "� z 0 W112257WO000 .270 x,220 Fin Seat Sash Frame (R) I Single Leg -Screen Frame z -4 000 12 12 0gdaliy signed byRobert ] ^muruso Date:2O2O.O3.3l PTC SCIS Home Log In 1 User Registration Hot Topics Submit Surcharge I Stats & Facts I Publications I Contact Us I BC15 Site Map I Links I Search Florida (OProduct Approval USER: Public User M, fIgdv.qAQRcQYALMen _q > EM9U—C—t 9—rAP-9jig—ation �Sa > APWI=n is > Application Detail FL # FL11479-RS 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 Address/Phone/Email Authorized Signature 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 Regency Plus Inc 2000 Locust Gap Highway Mount Carmel, PA 17851 (570) 339-3374 tony@cwbyrpi.com Tony Procopio 2000 Locust Gap Hwy Mount Carmel, PA 17851 (570) 339-3374 tony@cwbyrpi.com Joe Korzenieck! 2000 Locust Gap Hviy. Mount Carmel, PA 17851 (570) 339-3374 joek@window-pros.info Windows Mullions Certification Mark or Listing National Accreditation & Management Institute National Accreditation &Nanagernent Institute 5jq—njA—rd Year AAKA 450 2010 AAMA/WDMA/CSA 101/1,5. 2/A440 2008 ASTNI E1886 2012 ASTM E1996 12a TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved mzu�r zm.. • . . i 11/06/2020 11/09/2020 11/17/2020 FL # Model, Number or Name Description 11479.1 TECH 5000 IMPACT MULLION TECH 5000 IMPACT MULLION Limits Use Certification Agency Certificate App, ved for use In HVHZ: Yes r ve A Limits for use outside HVHZ: Yes quality Assurance Contract Expiration Date Impact Resistant; Yes 12/31/2027 Design Pressure: +70/-70 installation Instructions Other: mulu0s ALPdf Verified By: Robert J. Arnoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports Created by Didependen t Third Party: Yes 11479.2 TECH 5000 T IMPACT MULLION TECH 5000 TIMPACT MULLION Imits of Use Approved for use in HVHZ: Yes Impact Resistant.* Yes Design Pressure: +70/-70 Other: Certification Agency Certificate Quality Assurance Contract Expiration Date 02/28/2027 Installation Instructions EU14M&JI-RUS,Q=�-vA-ZSZI--UA(L-L- Mk"1QNLMW& Verified By: Robert J. Arnoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes CE, _0k E3, Contact Us :: Z{�Jr �njalfatgZ&e_e &_�Mjphone: 850-437-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Z['v�,y_2n t :: AgLejj_Ib_i ay Statement ;: RgLjadLStatement 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact S50.487.1395, *Pursuant to Section 455.275(1) Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are pubic 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: Efflomffgm REGENCY PLUS.) INC. SERIES TECH 5000 LN1PACT MULLION SYSTEM Au"WA41111,21milt NOTES, 1, THE PRODUCT SHOWN HAS BEEN TESTED, EVALUATED AND DESIGNED TO COMPLY WITH REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON THE FOLLOWING SIGNED AND SEALED TEST REPORTS AND ASSOCIATED LABORATORY DRAWINGS BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK, PA. 2.1. NCTL-110-10616-1,AAMAA(VOMAICSA10I/I.S.2/A440 2.2. NCTL-110-1061G-2. TAB 201, TAS 202 AND TAB 203 2.3. NCTL-110-10616-3,ASTME1886&ASTME1996 3. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. INSTALLEFVCONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 5, RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REOWRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HIGH VELOCITY HURRICANE ZONE, 6. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE PRODUCT APPROVAL 7. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY REGENCY PLUS, INC. AND MUST BE MADE OF VINYL PVC. FIXED WINDOW SHOWN; OTHER WINDOW TYPES APPROVED. 8. DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 9. TWIN CONFIGURATION SHOWN. UNITS MAY BE MULLED TOGETHER INDEFINITELY IF THE SINGLE UNIT WIDTH AND THE SINGLE UNIT HEIGHT ARE NOT EXCEEDED, AND MULLION IS ANCHORED AS SHOWN IN THIS INSTALLATION DRAWING, 10. MULLION VERTICAL INSTALLATION SHOWN. MULLION MAY BE USED IN HORIZONTAL APPLICATIONS IF , 91-JOWN ARE NOT EXCEEDED AND I-AULLICIN 15 ANCHORED ACCORDING TO THIS INSTALLATION WrMUCTION. PERFORMANCE RATING DESIGN MAXINIUM'WINDOW MULLION ORIENTATION PRESSURE IMPACT RATING (SEE GENERAL NOTE 6) UNIT SIZE (PSF) 53"X 72" VERTICAL (SHOWN) 7G LARGE MISSILE IMPACT; HVHZ WIND ZONE 4, MISSILE LEVEL D; NON-WRZ 72"X, 53' HORIZONTAL (NOTE 101 13"MAX, FRAME WIDTH DETAIL A 6 1/2" MAX. 77" MAX. UNIT HEIGHT C 8" MAX O.C. INSTALLATION ANCHOR DETAIL B 8 EACH (TYP.) RRRIP q TECT-t 9M% r'PACT MUELION SE'r N(YrRS 7 & 10 FOR APPROVED CONFRYURATIONS EVIT�RIOR ELEVATION (SFF IN'STA1,LATION NOTE 3 ON SHERT 2) TABLE OF CONTENTS SHEET SHEET DESCRIPTION I ELEVATION AND GENERAL NOTES 2 CROSS SECTIONS� BOM AND INSTALLATION DETAILS 3 COMPONENTS >- 0� 5 :qR x 5J a.gLu z gLu qz M ROmn J. Ami=I. P.E. Fkp . P.E. — S752 '11. Es ,, , `01 i Digitally signed by Robert J Amoruso Date: 2018.01.09 10:17:48 -05'00' PARTS LIST NO. PANT NUMBER DESCRIPTION 1 Ai 1 S-02PO78 4" ALUMINUM MULLION 2 A116-02MO78 MULLION CONNECTOR (CLIP) 3 MULLION CAP 18 SMS SELF —TAPPING ;CREW (SEE INSTALLATION TOTE 3) SECTION C-C FIXED WINDOW FRAME SHOWN FOR REFERENCE (SEE GENERAL NOTE 7 ON SHEET 1) 3/16" ITW TAPCON INSTALLATION NOTES: 1. FOR ANCHORING INTO CONCRETE OR MASONRY USE FOUR (4) 3116" tTW TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1-1/2" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2-1/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. USE CLIP'S DIAGONAL HOLES TO INSTALL TAPCONS. 2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE EIGHT (8) #8 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. 3. FOR ATTACHING WINDOW UNITS TO MULLION USE MINIMUM #S SMS SELF-T^ P,r4r 5CRF_W., WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST MULLION WALL. LOCATE SCREWS AS SHOWN IN ANCHOR ELEVATION ON SHEET 1 AS MINIMUM. 3.1. SEE NOTE 4 FOR ADDITIONAL REQUIREMENTS. 4. FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED INSTALLATION INSTRUCTIONS. 4.1, IF WINDOW APPROVED INSTALLATION INSTRUCTIONS REQUIRE SCREWS GREATER IN DIAMETER/SIZE THAN #8 OR ANCHOR SPACING SMALLER THAN THAT SHOWN IN SHEET 1 ELEVATION, APPROVED INSTALLATION INSTRUCTIONS SHALL GOVERN OVER NOTE 3 REQUIREMENTS, 5. FOR VERTICAL MULLION INSTALLATIONS, HEAD AND SILL SUBSTRATES WILL GENERALLY BE CONCRETE HEADER OR FOOTERS/PRE-CAST SILLS, ETC. FOR HORIZONTAL MULLION INSTALLATIONS, JAMB SUBSTRATES CAN BE EITHER CONCRETE OR MASONRY (CMU). 3/16" r TAPC( CONCRETE/MASONIRY BY OTHERS (SEE NOTE 5) 2-1/4" MIN. a " EDGE DISTANCCE. a v v a' 1-1/2" MIN EMB. 1X BUCK BY OTHERS (OPTIONAL) DETAIL A WOOD FRAMN'G TOP CLIP INSTALLATION (SEE. NOTE 2, SHEET 2) I a -EDGE t.a nrrrv. DISTANCE CONCRETE/MASONRY BY OTHERS (SEE NOTE 5) DETAIL B WOOD FRAf"4G: TOPCLIP INSTALLATION (SEE. NOTE 2,. SHEET 2). #8 WOOD SCREW X WOOD SCREW SHEATHING BY OTHERS (— WOOD FRAMING ( BY OTHERS 5/B" MIN. EDGE DISTANCE 1-318" MIN. EMB. DETAIL A CONCRETEMASONRY FRAMING TOP CLIP INSTALLATION (SEE NOTE 1, SHEET 2) `SHEATHING BY OTHERS DETAIL B COWRETEAt',SONRY FRAMING TOP CLIP INSTALLATION (SEE NOTE 1, SHEET 2) 1-3/8" MIN. EMB. I — en Ro d J. Am�, P.E. FM""fu P.E. No. aU]92 pk�4Sy ss*°�tfr�jcx iq°�?r'°rs a. as]ss o xdi, Yrx pF 3 �. `z Digitally signed by Robert J Amoruso Date: 2018.01.09 10:18:02-05'00'