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1804 Paloma Ave; 18-4035; WINDOW REPLACEMENTCITY OF SEP 2 5 2018 NANFf%RD 1 PERMIT APPLICATION BUILDING DIVISION " Application No: _ Z/(D 1 U Documented Construction Value: $Tt. Job Address: / ( PAR S"rd Historic District: Yes No Parcel ID: f l9 ' © " Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: A ze-- Plan Review Contact Person: Phone: 5-2-1:3 Yt V 9A Fax: Title: Email:4 a -Cy L "S. Property Owner Information Name Snn'ew Phone: Street: go CL [ A City, State Zip: Chi. Yr l F &- .5zz:z Name ',k V a Street: /a Ul I City, State Zip: Name: Street: City, S. Bondi Addre; Resident of property?: Contractor Information Phone: Fax. State License No.: Q 1ZC - Architect/Engineer Information P1 Fa E- Mortgag( Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6t' Edition (2017) Florida Building Code 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 permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Signature of Co cto Agent Date UJ,&& Pr Contractor/Ag ent's Name Signature 075 / _ MY COMMISSION # FF 178648 EXPIRES: February 25, 2019 Bonded Thru Notary Nbin; Underwriters Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Produced ID Type of ID Produced ID Type of ID _ BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: or FIRE: BUILDING: 'r (3 Job:23674392 Page 1 of 7 1111111111111111 Off ce Location: ORLANDO Proposal Date 09/07/2018 Job Number 23674392 5!9eis-irrs Sears Home Improvement Products, Inc. Customer Name BOX 522290 SONNENBERG RIDABETTIE1024FLORIDACENTRALPARKWAY102 Home Improvement Products LONGWOOD, FL 32750-7579 PHONE (800) 469-4663 Customer's Home Phone Customer's Work Phone 407) 322-1282 Street Address Contractor License/Registration Number 1804 PALOMA AVE ESTIMATE AND -PROPOSAL FL (CGCO12538) City State Zip Code Is installation within city limits? Yes/No): YES SANFORD FL 32771 Installation Address County SEMINOLE Billing Address (if different from above) City State Zip Code Project Consultant Name & License No. (if applicable) GUY CHERY Description of the Project and Description of the Significant Materials to be Used and Equipment to be installed Interior Products / Exterior Products Home Warranty Vinyl Siding Roofing HVAC [:]Kitchen Remodeling Countertop Whole House Coating Windows Attic Insulation Cabinet Refacing Flooring System Painting Doors Garage Doors Bathroom Appliance SPECIAL INSTRUCTIONS: NONE MOLD REMEDIATION: This Estimate and Proposal assumes that no mold remediation will be needed during installation work. If, upon inspection by the contractor or others, it is learned that mold remediation is necessary then Customer must arrange and pay for such remediation by a qualified person prior to the start or continuation of work. If Customer fails to arrange for necessary mold remediation within thirty (30) days, Sears may cancel this contract upon written notice to Customer. ASBESTOS ABATEMENT: This Estimate and Proposal assumes that there are no asbestos containing materials ("ACMs") that would be disturbed in the performance of the installation work. If upon further inspection by the contractor or others it is learned that ACMs have to be disturbed to perform work, then Customer must arrange and pay for abatement of asbestos by a qualified person prior to the start or continuation of work. If Customer fails to arrange for necessary asbestos abatement within thirty (30) days, Sears may cancel this contract upon written notice to Customer. The TOTAL PRICE including all labor, material, taxes and any applicable discount is $ 15 ,165.10 Contract Price $15 ,165 . l0 Earnest Money $ soo. oo State Sales Tax $ 0.00 INITIAL PAYMENT (Not to exceed 30% of TOTAL PRICE; payment is due prior to Local Sales Tax $ 0.00 ordering of product; excludes HVAC in which the INITIAL PAYMENT is 100%.) $ 4,049.53 Initial Payment Subtotal $ 4,549.53 FINAL PAYMENT (balance payable upon completion of job) $ 10, 615.57 Total Amount Due $ 15 ,165.10 The Initial Payment is due prior to Sears ordering products. A Cancellation Fee of up to $ 500.00 plus any incurred materials costs, up to 30% of the Total Price, may be assessed. Financing: The form and method by which the Customer(s) will pay is described in a separate Cash/Credit Card Payment Addendum made a part of and incorporated into this contract by reference. All of the above check boxes (and associated Product Addendum(s)), "Work NOT to be done:", "Additional work to be done:", "Special Instructions:", Mold Remediation", "Asbestos Abatement," and "Financing:" sections have been reviewed by and explained to me. Product Addendum(s) is/are made a part of and incorporated into this contract by reference. Customer(s) initials NOTICE TO BUYER: YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD(3) BUSINESS DAY, FIVE (5) BUSINESS DAYS IN MARYLAND, (FIVE (5) BUSINESS DAYS IN ALASKA, SEVEN (7) BUSINESS DAYS IN MARYLAND, FIFTEEN(15) BUSINESS DAYS IN NORTH DAKOTA IF YOU ARE 65 OR OLDER) AFTER THE DATE OF THIS TRANSACTION. SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. SK1- (Dig.) Rev 10/16/17 Job:23674392 Window Addendum Page 2 of 7 Consultation Info Lead Number: 23674392 Date: 09/07/2018 Sales Rep: GUY CxERY Customer Name: BETTIE SONNENBERG Phone: 4073221282 Address: 1804 PALOMA AVE City: SANFORD State: FL Zipcode: 32771 Description of the Project',and Description,of the Significant Materials to be Used and Equipment to be'Installed 1. Remove existing units to be replaced. (PLEASE NOTE: The removed units are likely to be damaged.) 2. Prepare openings as necessary to receive replacement units. (NO finish work other than normal installation is to be done unless otherwise noted below.) 3. Installation includes the clean-up of all job -related debris upon completion of the job. 4. (If applicable) After the completion of the project, the customer will be responsible for the application and removal storage) of shutter panels. In the event that the project requires the installation of storm shutters or egress windows, Sears Home Improvement Products, Inc. ("Sears") will not re -install any affected security bars. 5. (If applicable) In the event Sears is unable for whatever reason to obtain the proper permits prior to the commencement of any work, Sears will refund any previous payment and this contract will be automatically canceled. Summary of Window Order Addendum (see detailed Window Order Addendum for more information): Type: WB PLUS (WINCORE) Quantity: 20 Type: Quantity: Type: Quantity: Type: Quantity: Type: Quantity: APPROXIMATE START DATE and APPROXIMATE COMPLETION DATE: The work will start approximately 4 To 6 WEEKS (Approximate Start Date) It will be substantially completed by approximately 2 To 7 DAYS (Approximate Completion Date) These dates are subject to change at the time the contract is accepted by Sears Home Improvement Products, Inc. ("Sears") or at any other time by mutual written agreement. Customer understands that the Approximate Start Date is only an estimated date and the Customer will be contacted prior to this date to schedule the actual start date. The TOTAL PRICE including all labor, material, taxes and any discount is $ 15,16S.10 Contract Price $ 15 ,16 5.10 Initial Payment (not to exceed 30% of Total Price unless Special Order) $ 4,549.S3 State Sales Tax ( 0.00 %) $ 0.00 Final Payment (balance payable upon completion of job) $ 10, 615.5 7 Local Sales Tax ( 0.0 0 %) $ 0.00 The Initial Payment is due prior to Sears ordering products. Total Amount Due 15, 165.10 Job:23674392 Page 3 of 7 Additional work to be done: NONE Work NOT to be done: Removal or moving or any walls; flooring, painting, wallpaper work; repairs of water or termite damage to sub -floors or walls; electrical or plumbing work outside of this kitchen or bath project. SHED AND GARAGE WINDOWS SEARS' LIMITED WARRANTY ON INSTALLATION In addition to any manufacturer warranty extended to you on the product(s) used (which warranty becomes effective the date the merchandise is installed), if the workmanship (or application) of any Sears' arranged installation proves faulty within (i) one year for Weatherbeater Value Line, (ii) two years for Weatherbeater Plus, or (iii) three years for Weatherbeater Max, and Weatherbeater Storm, then upon notice from you Sears will cause such faults to be corrected by repair at no additional cost to you. If Sears determines that repair is not commercially practicable or cannot be timely made, then, at Sears' sole discretion, Sears may elect to provide replacement or refund. Service under this Limited Warranty is available by calling Sears Home Improvement Products at 1-800-222-5030, Option 4. This warranty gives you specific legal rights, and you may also have other rights that vary from State to State. Job:23674392 1024 Florida Central Pkwy Longwood, FL sears HOME SERVICES Page 4 of 7 ORDER: 236743920006 ORDER DATE: 9/7/2018 EST. DELIVERY DATE: 9/10/2018 ORDER CONTACT: Guy Chery WINDOW ORDER ADDENDUM INVOICE INFORMATION SHIPPING INFORMATION ORLANDO] SHIP VIA: 1 23674392000 1 9/7/2018 1 DOUBLE HUNG WHITE LOWE/ARGON/CLEAR DOUBLE STRENGTH GRID STYLE{COLONIAL CONTOURED= 3V1 H]] MATCH PRODUCT FULL SCREEN FLORIDA BUILDING CODE TESTING DP45 MAX CLEARANCE DIMENSIONS=[34.75 X 12.56251 2 DOUBLE HUNG WHITE LOWE/ARGON/CLEAR DOUBLE STRENGTH TEMPERED TEMPERED ALL OBSCURE OBSCURE ALL SASHES GRID STYLE{COLONIAL CONTOURED= 2V1 H]] MATCH PRODUCT FULL SCREEN FLORIDA BUILDING CODE TESTING DP50 MAX CLEARANCE DIMENSIONS=[25.75 X 12.5625] 3 DOUBLE HUNG WHITE LOWE/ARGON/CLEAR DOUBLE STRENGTH GRID STYLE{COLONIAL CONTOURED= 2V1 H]] MATCH PRODUCT FULL SCREEN FLORIDA BUILDING CODE TESTING DP50 MAX CLEARANCE DIMENSIONS=[32.75 X 16.56251 13 40WX40H 1 31 W X 40 H 2 38WX48H 23674392 0 Job:23674392 Page 5 of 7 23674392000 9/7/2018 23674392 0 6 e. 4 DOUBLE HUNG 4 40 W X 54H WHITE LOWE/ARGON/CLEAR DOUBLE STRENGTH GRID STYLE{COLONIAL CONTOURED= 3V1 HI) MATCH PRODUCT FULL SCREEN FLORIDA BUILDING CODE TESTING D P40 MAX CLEARANCE DIMENSIONS=[34.75 X 19.56251 TOTALS: 20 COMMENT: i rt{-.P.Sk- 4 1 _ 4 1 L 4 SONNENBERG Y 4 i 3 3 f 1lrf.=..jT1!-I Job:23674392 Page 6 of 7 ADDITIONAL PROVISIONS Proposal and Approval. Sears offers to furnish the materials and arrange for their delivery and installation as specified on the first page and/or the attached sketches and specif cation sheets for the TOTAL PRICE shown. This offer must be approved by the Installation Department. If this is a credit sale or a payment on completion sale, it must be approved by the Credit Sales Department. If this proposal is not approved or the installation cannot be made in accordance with the law, this offer will be withdrawn and any payments you have made will be refunded to you. Any materials left over after the installation has been completed are Sears property and will be removed by Sears. Installation. I understand that Sears will not install the materials but will arrange for the installation. Sears is not responsible for materials or installation NOT furnished or arranged by Sears. Sears' installation contractor(s) will obtain all building permits required by local law. For homes located in historic or landmark zoning districts, Customer will be responsible for obtaining required approvals and related permits prior to the commencement of work on this contract. Authorization. I authorize Sears to: (1) arrange for a contractor (licensed where required by law) to make the installation of materials; (2) issue a work order for this installation to a contractor; (3) inspect the installation; and (4) pay the contractor when the installation is complete if I have signed a certificate that the installation has been completed to my satisfaction. Delays in Installation. I agree that Sears is not responsible for delays in delivery or installation due to weather, fire, strikes, war, government regulations or any causes beyond Sears' control. Oral Agreements and Changes in Contract. I understand that there are no oral agreements between Sears and me. Everything I expect Sears to do has been included in writing in this contract. Nothing can be changed in this contract unless it is in writing on a separate form accepted by me and Sears. Responsibility of Buyer. I agree that any information or measurements that I give to Sears are correct and complete. I am responsible for any special work described in this contract. Electrical & Plumbing Service. I will provide adequate electrical and/or plumbing service(s) to run any newly installed appliances or other furnishings. If the electrical and/or plumbing service(s) do not meet the standards of the utility company or electrical and/or plumbing codes, I will make the necessary changes at my expense unless Sears has agreed in this contract to make the changes. Payment. I will pay Sears the cash price that covers the price of material and installation as shown on the first page. Warranty Information_ Appropriate product warranty documents will be given to me by Sears. Sears' Warranty on Installation is displayed in the Product Addendum. Dig.) Rev 06/07/17 Job:23674392 Page 7 of 7 FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND PAYMENT MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: CONSTRUCTION INDUSTRIES RECOVERY FUND,_1940 NORTH MONROE STREET, TALLAHASSEE, FL 32399; TELEPHONE: (850) 921-6593. ACCORDING TO FLORIDAS CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB - SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A NOTICE TO OWNER." FLORIDAS CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. NOTICE TO BUYER 1. DO NOT SIGN THE AGREEMENT IF ANY OF THE SPACES INTENDED FOR THE AGREED TERMS TO THE EXTENT OF THE AVAILABLE INFORMATION ARE LEFT BLANK. 2. YOU ARE ENTITLED TO A COPY OF THIS AGREEMENT AT THE TIME YOU SIGN IT. KEEP IT TO PROTECT YOUR LEGAL RIGHTS. 3. YOU MAY PAY OFF THE FULL UNPAID BALANCE DUE UNDER THE AGREEMENT AT ANY TIME, AND IN SO DOING YOU SHALL BE ENTITLED TO A FULL REBATE OF THE UNEARNED FINANCE AND INSURANCE CHARGES. 4. YOU MAY CANCEL THIS TRANSACTION, WITHOUT ANY PENALTY OR OBLIGATION, WITHIN THREE (3) BUSINESS DAYS, FIVE(5) BUSINESS DAYS IN MARYLAND, (FIVE (5) BUSINESS DAYS IN ALASKA, SEVEN (7) BUSINESS DAYS IN MARYLAND, FIFTEEN(15) BUSINESS DAYS IN NORTH DAKOTA IF YOU ARE 65 OR OLDER) FROM THE ABOVE DATE. SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. FAILURE TO EXERCISE THIS OPTION, HOWEVER, WILL NOT INTERFERE WITH ANY OTHER REMEDIES AGAINST THE RETAIL SELLER YOU MAY POSSESS. IF YOU WISH, YOU MAY USE THIS PAGE AS NOTIFICATION BY WRITING "I HEREBY RESCIND" AND ADDING YOUR NAME AND ADDRESS. A DUPLICATE OF THIS RECEIPT IS PROVIDED BY THE SELLER FOR YOUR RECORDS. 5. CANCELLATION FEE. I UNDERSTAND THAT SEARS, UPON ENTERING INTO THIS AGREEMENT, WILL PROMPTLY INCUR SIGNIFICANT COSTS TO START MY PROJECT. FOR THIS REASON, I AGREE THAT SEARS HOME IMPROVEMENT PRODUCTS WILL RETAIN AS A CANCELLATION FEE THE "EARNEST MONEY" AMOUNT SHOWN AS PART OF THE TOTAL PRICE IN THE EVENT THAT I ELECT TO CANCEL THE AGREEMENT AT ANY TIME AFTER THE EXPIRATION OF ANY LEGAL RIGHT OF RECISION. THIS CANCELLATION FEE WILL BE IN ADDITION TO ANY AMOUNTS I MAY OWE, AND WHICH I AGREE SEARS MAY RECOVER DIRECTLY FROM MY INITIAL PAYMENT, FOR MATERIALS ALREADY ORDERED BY SEARS PRIOR TO CANCELLATION. 6. IT SHALL NOT BE LEGAL FOR THE SELLER TO ENTER YOUR PREMISES UNLAWFULLY OR COMMIT ANY BREACH OF THE PEACE TO REPOSSESS GOODS PURCHASED UNDER THIS AGREEMENT. Customer Signature k' 09/07/2018 Date Customer Signature Accepted by Sears Home Improvement Products, Inc. ("Sears') on 09/07/2018 by Date 09/07/2018 Date Management Representative Grant Of The Court & Seminolecuitler t# 01810 9139 ook 9217rPage:172; (1 PAGESI) RCD: 9/21/2018 1t2 3:15 PM THIS INSTRR T PR P 0 Y: DName: } Address: NOTICE OF COMMENCEMENT Permit Number. Parcel ID Number - The undersigned hereby gives notice that IollowirgInformationis will be made to certain realProvidedinmomNoticethisHoliesofCofCmmencement1. D CRIPTI OF PROP Property, and in accordance with Chapter 713. Florida Statutes, the y: aid scriptl n of a pyok yan eat ddress 'f available / - Z GENE D SCRt OFI OVEMENT: tN3. OWNER INFORMATION OR LESSEE kIFORMA710N IF THE LE11 SSEECO Nameandaddress: r TED FOR THE 1MPRO MEN; Interest in property: Fee Simple Tttie Holder (tr other than ow ner listed above) Name: Address: 4. CONTRACTOR: Names Address: Ao Phone Number: 6 SURETY (N a 1lWble, a copy of the Payment bond Is Ched): N z Address: 6. LENDER: Name: Amount of Bond: Address: Phone Number. Femon1f(' M Florida Statutes. 7. Persona within the State W Florida Designated by Owner upon whom notice or other documents maybe served Name: as P+ovlded by Section Address: Phone Number: 8. In addition, Owner designales to receive a copy of the lierwrs Notice as er 8• Expiration Date of Notice of Commencement is I year Florida Statutes. Phone number. year born date of recording unless a different dale is specified) YARNING TO OY JFR APAYMENTS UNDER CHAPTER NY PAYMENTSMADEBYTHEOWNERAFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE PAYING TWICEFPORIMPROVEMENTSMENTSTOYOURPROPERTY3APART1. NOTICE OFCTIONCOMMIENCEfu ENTMUST RECORDED AND POSTED JOB SITEBEFORETHEFIRSTiNgpECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WI THSTATUTES. R LENDER OR AN ATTORNEY BEFORE COMMENCING WORKORRECORDINGYOURNOTICEOFCOMMONTHECOMMENCEMENT. Under Penalties ofperjury, I declare that 1 have read the rbe elj tforegoingandthat the facts Stated In ft are true to the best of my knowledgeand t ownerar lesj..,. r,. Lezcae•, 1 b M^iwr1M tiverpier/ N aeq tPnm mamnA , aProvide57pry7 oys Tiye/QrV) v y 1 \ State of CountyCounty f of 'n ) Ce The foregoinginstrument kn d ed bete y Q me this by 'I yl< e day Of who has produced tdentiflcattoW*14W of Identification Produced: W 67y39a 0 OR U e v- ( Ze Pt S t° iae - Guynemer CherY Commission # Ff952935 Ex ires: January 21Cid cIED COPY GRANT MALOY P J. THE CIR IT COURTBondedthruAaronP,3', IT CO U UN FLORIDA DEPUTY t 1 f SFMINOLE COUNTY A4ULTL IURISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Cassel berry, -Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date:. April 26, 2018 l hereby name and appoint: All Permit Services, i A17 an agent of: Sears Home Improvement Products, Inc. v Name of Company) Is to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to thisappointmentfor (check only one option): FV All permits and applications submitted by this contractor. Or The Specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: April 26, 2019 License Holder Name: Alfred W. Nyman; Jr. State License Number: CGCO Signature of License Holder-, STATE OF FLORIDA COUNTY OF .,g EM I piDLt^ 1249510,CCC132931L The foregoing instrument was acknowledged before me this t"- day of Aa]L 20 i by _ RLi e jx who is X personally known to me or who has produced and who -(did not)takean oath. Signature of Notary DEBORAH P. PHILIPS my COmL4lSSfOr7 4 FF 2199B6 k EXPIRES: Augdst 13; 2019 i5 a -' Bdn d 7ar I tary P b c UnderWlters as identification 11tLJ4 . /Lt_tif s Print or type Notary name Notary Public- State of rL..Uki 2), Commission No, My Commission Expires: At Job:23674392 RECORD COPY Page 5 of 7 m` o 23674392000 9/7/2018 23674392 0 6 2M-,:h Y _ ''f•}S :'v sr.' PS s t h td' i'ev"'a 4 DOUBLE HUNG WHITE 4 40 W X 54 H LOWE/ARGON/CLEAR DOUBLE STRENGTH GRID STYLE(COLONIAL CONTOURED= 3V1 HI) MATCH PRODUCT FULL SCREEN FLORIDA BUILDING CODE TESTING DP40 MAX CLEARANCE DIMENSIONS=[34.75 X 19.56251 TOTALS: 20 COMMENT: 1- J. 1 147 I r, 1J_il 1_ s [ it 1- 1 I, I2 i t IIi_I J i I Ij I I 11I1 1 Ili 1 I SONNENBERG SANFORD BDIL DIN- DIVISION 8 4 0 35 A PERMIT ISSUED SHALL BE CONSTRUED TO BE ATOPROCEEDWITHTHEWORKANDNOTAS U1/ cLICENSEAUTHORITYTOViUU>TE, CANCEL: ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL SANFpROCODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT BUILDING OFrICIAL. M THEREAFTER FA REQUIRING CORRECTION OF ERRORS N PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE qR BCIS Home Log In E User Registration Hot Topics i. Submit Surcharge ;. Stats & Facts Publications ! Contact Us f BCIS Site Map I Links !. Search F Otliid Product Approval USER: Public User Produrt Approval_Menu > Product or Application Search > Application List > Application Detail FL # FL15819-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Wincore Window Company, LLC Address/Phone/Email 250 Staunton Avenue Parkersburg, WV 26104 304)485-7460 Ext228 mreed@wincorewindows.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Mike Reed Address/Phone/Email 250 Staunton Turnpike Parkersburg, WV 26104 304)485-7460 Ext228 mreed@wincorewindows.com Quality Assurance Representative Mike Reed Address/Phone/Email 250 Staunton Turnpike Parkersburg, WV 26104 304)485-7460 Ext228 mreed@wincorewindows.com Category Windows Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15819 R9 COI (a) Certificate of Independence.pdf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2008 AAMA/ W DMA/CSA101/I. S.2/A440 2005 ASTM E 1300 2004 ASTM E1886 2005 ASTM E1996 2006 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/21/2017 Date Validated 07/31/2017 Date Pending FBC Approval 08/01/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 15819.1 a. 8400 Series Vinyl Double Hung Extruded PVC Double Hung Window with "Non -Impact' Window Insulated Glass Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL15819 R9 II (a) Inst 15819.1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant., No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15819.1 for Design Pressure Ratings, any FL15819 R9 AE (a) Eval 15819.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.2 b. 8800 Series Vinyl Double Hung Extruded PVC Double Hung Window with "Impact" Insulated Window Glass Limits of Use Installation Instructions Approved for use in HVHZ: No FL15819 R9 II (a) Inst 15819.2.pd Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: See INST 15819.2 for Design Pressure Ratings, any Evaluation Reports FL15819 R9 AE (a) Eval 15819.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.3 c. 8800 Series "HVHZ' Vinyl Double Extruded PVC Double Hung Window with "Impact' Insulated Hung Window Glass Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15819 R9 II (b) Inst 15819.3.E Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: See INST 15819.3 for Design Pressure Ratings, any Evaluation Reports FL15819 R9 AE (a) Eval 15819.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.4 d. 400 Series Vinyl Double Hung Window Extruded PVC Double Hung Window with Nailing Fin - "Non - Impact' Insulated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Installation Instructions FL15819 R9 II _(?)-Inst 15819.4.df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Design Pressure: N/A Other: See INST 15819.4 for Design Pressure Ratings, any Evaluation Reports FL15819 R9 AE (a) Eval 15819.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.5 e. 500 Series Vinyl Double Hung Window Extruded PVC Double Hung Window with Nailing Fin and Integral "I" Channel - "Non -Impact" Insulated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15819.5 for Design Pressure Ratings, any Installation Instructions FL15819 R9 II (a) Inst 15819.S.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15819 R9 AE (a) Eval 15819.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.6 f. 5400 / 5400S Series Vinyl Double Extruded PVC Double Hung Window with "Non -Impact' Hung Window Insulated Glass (Double Strength Glass with Reinforced Sash) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15819 R9 II (a) Inst 15819.6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15819.6 for Design Pressure Ratings, any FL15819 R9 AE (a) Eval 15819.6.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.7 g. 5400 / 5400S Series Vinyl Double Extruded PVC Double Hung Window with "Non -Impact" Hung Window Insulated Glass (Single Strength Glass with non -reinforced Sash) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15819 R9 II (a) Inst 15819.7.P- f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15819.7 for Design Pressure Ratings, any FL15819 R9 AE (a) Eval 15819.7.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.8 h. 7700 / 9000 Series Vinyl Double Extruded PVC Double Hung Window with "Non -Impact' Hung Window Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ: No FL15819 R9 II (a) Inst 55819.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15819.8 for Design Pressure Ratings, any FL15819 R9 AE (a) Eval 15819.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.9 i. 7700 / 9000 Series Vinyl Double Extruded PVC Double Hung Window (Reinforced Sash) with Hung Window Non -Impact" Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ: No FL15819 R9 II (a) Inst 15819.9.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15819.9 for Design Pressure Ratings, any FL15819 R9 AE (a) Eval 15819.9.id additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. OM Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 99 0 it 15et.ur1t A1E'TRfes eL - 5b' MAX V' < FRAME WIDTH - V, y oo m WINDOWS & DOORS 49" MAX g. 250 Staunton Turnpike, Parkersburg, WD.L.O. WIDTH V26104 ` w m i ' m i 7 t*Itt11` oMmzD U N •; a 6 U xZ<. 7700 / 9900 Series -®-- Eo Z m a W a maam Vinyl Double Hung v` ` v E 9 z Window ^ o ' a N[: " J In IP NON - IMPACT' 3 env hZ i Lo oz c, w r GENERAL NOTES A oQz1. This product has been evaluated and is in compliance with the 6th 0 Edition ( 2017) Florida Building Code (FBC) structural requirements o o excluding the " High. Velocity Hurricane Zone" (HVHZ).to 12 e a 2. Product anchors shall be as listed and spaced as shown on details. j/% J' m Anchor embedment to base material shall be beyond wall dressing m o. or stucco. u 3. When used in areas requiring wind bome debris protection this N $ w product is required to be protected with an impact resistant covering z Z W W U O 8 that complies with FBC Sections 1609.1.2 & R301.2.1,2. v) NOTE: Maximum frame height &width occur on separate units. ¢ z 4. For 2x stud framing construction, anchoring of these units shall be the oZo rr same as that shown for 2x buck masonry construction. w w i r 'MAX MAX GLASS OESIGN,PRESSURE (PSF]; MAX MAX.s GLASS DESIGN PRESSURE (PSFj ¢ y ¢ ut FRAME D TYPLO D10.- - aSite - from thed II engineer Oaf fe ngfOreUlre. :`DLME' NSION DIMENSION E. 'POSRIVF, NEGATIVE 'DIMENSION , DIMENSION , , NPE POSirll{E - NEGATIVE a i 5. furtherconditions that analyse by a Ilcensetae g registered 38.0" X 76.0" 31.0" x 33.75" Gb,G2 +50.0 -50.0 36.o"X 70.0" 49.G"x 30.75" G1, G2 +30.0 -30.0 w o architect. _ b o h a 56. 0" X 60.0" 49.0" X 25.79, G1; G2 +35.0 -36.0 52.0" X 74.0" 45.0" X32.75" G1,: G2 +30.0 -30.0 0 _ s° 52. 0" X 64.0 45.0" X.27.75" Gl, G2 +35.0 -35.0 '48.0" X.80.0" 41.0"X35.75" G1, G2 430.0 -30.0 o 48.0" X 70.W 41.0" X 30.75" G1, G2 +35.0 J5.O 44. 0" X 84.0" 37.0" X 37.75" G1, G2 +30.0 -30.0 DATE 6126114 0 scmL N. T.S. _ 2 44. 0" x 76.(r 37.0" x 33.79, Gt. G2 +35.0 56Ox e4.0" 49.0"X 37.75" Gt, G2 +25.0 -25.0 Dwe. B+> JK mOHK. BY: LFS ""33.0" X.37.76" G1,G2+35.0. 48.0"X:90.0" 41.0"X40.75" G1, G2 +25.0 -30.0 d o DRAWING NO:: a 3 FL- 15819.9 0 SHEET ... 1 OF TABLE OF CONTENTS SHEEN DESCRIPTION 1 Typical elevations, design pressures and general notes 2 Horrzontatcross sections 3 Vertical cross sections 4 Buck and frame anchoring 5 Bill of materials, components &.glazing details 1-1/4"MIN. EMB. (TYP.) z. 3 INTERIOR z , 4) SEE DETAIL I C G Gl G is 10 0. in Ziffill, z 0 00 0 0 CM4 0 2 V 0 X zN1. - A UU) 00. r3 , & W o 0 na:.eM (L gyp. E vz DETAIL 1 Gl G 6 4 16 En EXTERIOR 2-0, HORIZONTAL CROSS SECTION M t4LnU) Shown direct to masonry 0 4J3 3.39 33 (TYP.) EMB. (TYP,) 12 lL2 M E G2 SEE DETAIL I INTERIOR C C I SEE DETAIL I Gl o o 5 D B F 5 GI G2 INTERIOR Is 10 10 is Ow U z P ct EMB. (TYP.) W El i ¢ 0- LO z Z4 z I U Gl G2 6 4 16 A DATE: 6126114 12 16 4 6 SCALE N.T.S. EXTERIOR EXTERIOR E DWG. BY: - JK M . D CHK. Br: LFS ri" HORIZONTAL CROSS SECTION ORAWING NO, W 2X buck S HORIZONTAL CROSS SECTION Shown w/ I X buck FL— 15819.9 SHEET 2 OF _5 NX C5z z, It% IZO 0 no 0 0 IV 0 xzo4I0INzM0 zo E 0 0- D Z,J: 0 z B C Q G2 Cn o 19 GI 12 C, 16 EXTERIOR INTERIOR Mwn D G2 on Q 6 Li 11 16 0 Gl 12 0 M 29 EXTERIOR INTERIOR 91 1 G2 Gl 21 20 17 12 Y M 2 PER LOCK 28 16 2 PER KEEPER 22 WEEP 0 2 29 17 23 9 HOLE C=D 2E 28 z622 WEEP O 0 O C Ln D HOLE 7 6 15 GI G2 oNo6Eaway EXTERIOR INTERIOR z 1 VERTICAL CROSS SECTION L CROSS SECTIONr2VERTICAL 3 VERTICAL CROSS SECTION Shown w/ 2X buck 3 Shown w/ 2X buck 3 Shown direct to masonry EJ V , 16.5' MAX. O.C. 4 V.• i z u TYP. y° r r ; u 111 r\ Z O c0 OZ m a N o V o Em 9moo v o: a 0. as ma:kT 2X BUCK F 1X BUCK 1XBUCK D 9 o o° . TYP, DIRECT TO G cwo3d 2X FRAME` _FRAME MASONRY j _ --- TYP. ---- 1 BUCK —_--------_ to —=•tr W3 z MASONRY MASONRY c, o0 QZOPENINGOPENINGMASONRY a OPENING d m v¢ wo z3Wm m o OC, NNNQi G o o 5 a a a BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING J J J m oILI c, m2XBuckIXBuck o Direct to masonry 3 o Z wows N O o xgx-oW rn Z CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. O N3 O W edge distance to mortar joints. W o 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to a Ea'4, maintain the min. edge distance to mortar joints, additional concrete anchors emayberequiredtoensurethe "MAX. ON CENTER" dimensions are not exceeded. s 3. Concrete anchor table oO .-NNQ v' m rna oz DATE: 6126114z a DWG. BY: JK cHK. BY, LFS WOOD SCREW INSTALLATION NOTES: 1,W -- 3 I. Maintain a minimum 518" edge distance, I"end distance, & I"o.c. spacing of FL-15819.9 wood screws to prevent the splitting of wood. u sHEEr 4 or 5 ANCHORi : NCCORCLEARANCE MIN CLEARANCE'. TYPE SIZE: EMB:EDMENT TO MA30NRY TO ADJACENT EDGE.... ANCHOR ITW TAPCON® 2•' 4" ELCO I 4„ T•T 4. 4" ULTRACON® BILL Of MATERIALS REM B DESCRIPRON MATERIAL A 1XBUCKSG>=0.42 WOOD B 2X BUCK SG >= 0.42 WOOD C 1/4" MAX. SHIM SPACE D 1 /4" X 2-3/4'PFH ELCO OR LTVJ CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 R HOLLOW BLO K CONFORMING TO ASTM C90 CONCRETE F 8 X 7' PAN HEAD/TRUSS HEAD WOOD SCREW (l -3/8"MIN. EMBEDMENT) STEEL G 1/4" X 2-1/4"-PFH ELCO OR ITW CONCRETESCREW STEEL 1 FRAME JAMB* (DH 7701) PVC 2 SILL* (DH 7703) PVC 3 FRAME HEAD* (DH 7701) PVC 4 UPPER SASH STILE* (SE 3035) PVC 5 LOWER SASH STILE" (SE 3045) PVC 6 GLAZING BEAD* PVC 7 KEEPER RAIL UPPER SASH' (SE 3034) PVC 9 LOCK RAIL LOWER SASH* (SE 3046) PVC 10 REINFORCEMENT (Rf 3101) (CS TYPE B HOT DIPPED GALV.) STEEL 11 TOP RAIL UPPER SASH* (SE 3037) PVC 12 BOTTOM RAIL LOWER SASH* (SE 3047) PVC 15 REINFORCEMENT (RF 3001) (CS TYPE 8 HOT DIPPED GALV.) STEEL 16 WEATHERSTRIP ULTRA FAB .270 PILE - 270 -1875B 17 WEATHERSTRIP SILLBULB (AMESBURY 32690) 19 HEAD ADAPTER* (DH 3005) PVC 20 LOCK 8513 / 8845 LAW RENCE PVC 21 KEEPER 2700 - 214 LAWRENCE PVC 22 8 X 1"PFH (VINYL LOCK SCREWS) STEEL 23 6 X 1-1 JT PFH (VINYL LOCK SCREWS] STEEL 24 TOP SASH TILT LATCH - ASHLAND PVC 28 PIVOT BAR-CALDWELL 29 8 X 1/2" SELF TAPPING PPH SMS STEEL F-4Dr c- ' o O' J=ti n N:O ci 001 O 0 O O.OT' — ' 7NI1 tIN uR m z0 I17 0.71" 'E Eo i mmci2.6' 3.25" Qua mt 56000. 7 mda O FRAME HEAD &JAMB 2 SILL 4 SASH STILE E `o Z Top wocIi 1.7' j 1.47' 1.606" 3 0.175" —-j . o w c I 3 az 1 O.OT' 0 1 A N W j-- 0.051 5 SASH STILE 6 GLAZING BEAD KEEPER RAIL 9 LOCK RAIL DO i Bottom % Upper Sash Lower Sash o 0 o y 0 m 2.88" a n 2.04" _ o 2.OS' 0.41"--I I 'r 1.31" _I m O m V Ir12 THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY 1.4' 0 0.5 T o o Z z EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. < 1 w w o 0 Q TOP RAIL BOTTOM RAIL HEADADAPTER PIVOT BAR j = z N Uppersash t2 LowerSash 19 o o kNAo j Z 1 /7' GLASS BITE 1 /7' GLASS BITE ^ ^ 0 1/16"X 1/7' 1/IeX 1/2' uj GLAZING TAPE 7/6' THICK GLASS GLAZING TAPE 7/8" THICK GLASS N O O^ N N Q f f- 1/8" ANNEALED 1/8" ANNEALED 0.4T A o N 0.030 SAFLEX®PVB INTERLAYER 1^ z T b M N- 0 0 1 /8" ANNEALEDAIRSPACE 0.06" "— 0.06" z 1/8 ANNEALED MTE: 6/26/14 0 1/8 ANNEALED -- 0.51" SCALE: N.T.S. d INTERCEPT SPACER INTERCEPT SPACER REINFORCEMENT REINFORCEMENT GWG. BY: JK m 10 GLAZING DETAIL GLAZING DETAIL Steel 15 Steel cNK. Br: LFS 3 G (Sea General Note 3, Sheet 11 G2 (see General Noie 3, Sheet I) DRAWING NO.: FL-T58T9.9 0 SHEET. rj OF S N m WWINDOWS&DOORS 250 Staunton Turnpike, Parkersburg, VJV 26104 7700 / 9900 Series Vinyl Double Hung Window NOWIMPAcrr GENERAL NOTES. 1. This product has been evaluated and is in compliance with the 6th Edition (2017) FloridaBuilding Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this. product is required to be protected with an impact' resistant covering that complies with FBC Sections 1609.1.2 R R301.2.1.2. 4. For2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction.. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect TABLE OF CONTENTS SHEET# DESCRIPTION I Typical elevations; design pressures and general notes 2 Horizontal cross sections 3 Vertical cross sections 4 Buck and'frame anchoring 5 Bill of materials, components & glazing details 52 MAX FRAME WIDTH MAX D.L.O. WIDTH i X LD W a n M 2M - 4 v 0 L MAX FRAME A'. DIMENS(ON MAX D. LO Eic DIA1ENStON-' GWSS 7YPE DE SIGN PRESSURE POSITIVE NEGA7IVE, 32. 0" X 58.0" 25.0"X 24.75" Gl, G2 55.0 55.0 52. 0" X 40.0" 45.0" X 15.75" G1, G2' 45.0 45.0 48. 0" X 42.0" 41.0" X 16.75" G1, G2 45.0 45.0 44. 0" X 46.0" - 37.0''X 18.76' G1, G2 45.0 45.0 40. 0"X 52.0" 33.0" X 21.75" G1, G2 45.0 45.0 36. 0"X 56v 29.0" X 23.75" G1, G2 45.0 45.0 32. 0" X 64.0" 25.(r X 27.75' G1, G2 45.0 45.0 52. 0" X.44.0" 45.0" X 17,75" G1, G2 40.0 40.0 48. 0" X 48.0" 41.0" X 19.75' G1, G2 40.0 40.0 44. 0" X 52.0" 37.0" X 21.75" G1, G2' 40.0 40.0 40. 0" X 58.0" 33.0" X 24.75" G1, G2 40.0 40.0 MAX'. FRAMES: DIMENSIONt-" MAX D. LO DIMENSION,' lYPE GL45S DESIGN PRESSURE(PSF)," sPOSF NEGATIVE:, 36. 0" X 64.0" 49.0" X 27.75" G1, G2 40.0 40.0 32. 9' X 70.0" 25.0" X 30.79' G1, G2 40.0 40.0 52. 0"X50.0" 45.0"X20.75' G1, G2 35.0 35.0 48. 0"X54.0" 41:0"X22.75" G1, G2 35.0 35.0 44. 0" X 60.0- 37.0" X 25.75" G1, G2 35.0 35.0 40. 0"X660" 33.0"X28.75" G1, G2 35.0 35.0 36. 0" x 72.0" 29.0" X 31.75" G1, G2. 35.0 35.0 52. 0" X 60.0" 45.0" X25.75" G1, G2 30.0 30.0 480X64. 0•' 41.0"X27.75" G1, G2 30.0 30.0 44: 0" X 70.0" 37.0" X 30.75" G1, G2 30.0 30.0 40. 0" X.72.0" 33.0" X 31.75" Gt,. G2 30.0 30.0 52. 0" X 72.0" 45.0" X 31.7S" G1, G2 1 +25.0 25.0 DWG- By: JK OHR. er: LFS FL- 15819.8' EET 1 OF 5 1-1/4"MIN. 1 EMB. (TYP.) .1\A lJ/i w 3 INTERIOR G ' ' • rn t• = v nSEEDEfAILI 1 C G Gt G2 5 26 4. C- M y < om 1 x 2 24 Oa"'t i n p O Cl CO z 11 m g =' `o aD Or' TYP.) ` c 4 O m d a o Q a ra DETAIL 1 30 x GI G 6 4 16 w y3z EXTERIOR E o c ¢ p= J ZWr21HORIZONTALCROSSSECTIONCN Q $ Shown direct to masonry vW o 0 o a xoU U C C, 2 3 3.39 o y Q33 (TYP.) 1-1 /4' MIN. a a EMB. (TYP.) Y y J m E INTERIOR G2 SEE DETAIL 1 1 C m m C 1 SEE DETAIL 1 G1 5 D B F 5 G1 G2 INTERIOR o N ry Z zZ 00 w wo 0 j 1-1/4DC D:" MIN. O a ? y EMB. ( TYP.) o ¢o 100, y an so in a 0 a onu iH a O N N O Gl G2 6 4 16 vnN^ Z A DATE 6123114 16 4 6 EXTERIOR SCALE: N.T.S. D EXTERIOR E DWG, BY: JK 1 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION CHK DRAWING NO.: LFS 2 Shown w/ 2X buck 2 Shown w/ 1 X buck FL- 15819.8 SHEEP 2 OF 5 2 PER LOCK WEEP HOLE EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 3 Shown w/ 2X buck EXTERIOR 2 VERTICAL CROSS SECTION 3 Shown w/ 2X buck INTERIOR WEEP HOLE EXTERIOR ri1 VERTICAL CROSS SEC17ON 3 Shown direct to masonry u m jv l• t 11 1 S` U N m Z W v 0 xi4 E z G o R a o O E vZc4i c J-d 30 w c W 3 2 rn O O C N 2 VU J N 0] N m o O C O 0 5 INTERIOR a a E 6123114 a: N.T.S. BY: JK BY.. LFS N1NG NO, FL-15819.8 Er 3 OF 5 o 00 16"MAX. O.C. 4, ''. o mP. > > mf )Y 1 ( TYP.) ''' r n M 0 0 N.. V O O K OZOZC7 p °a aNa Mda 42XJF = 1X D 1XBUCK != E oz° 9 BUCK BUCK TYP '. o BUCK G IRECT TO $ CT4MASONRY TYP. j r j FRAME-- — FRAME j o MASONRY MASONRY w c zOPENING a OPENING a MASONRY a w 3 cc OPENING V) z= i 7 m of r ¢z N 77777NOOOS 0W LL ala G J w Y > BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING ' m 2X Buck 1 X Buck m o`TLI DirecttomasonrywV O O N N N V) w z O x gx N CONCRETE ANCHOR NOTES O ¢ n LOU o 1. Concrete anchor locations at the comers may be adjusted to maintain the min. LL2 N edge distance to mortarjoints. w w e 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to a maintain the min. edge distance to mortar joints, additional concrete anchors Cf :DD: z may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded. z 0 3. Concrete anchor table o a O N N Q v O N ^ m oz g V M N^ Z U Z DATE: 6123114 i a s* N.T.S. ° ELCO bwc ar: JK m n CHIC BY: LFS 3 WOOD SCREW INSTALLATION NOTES: bMWIHG Nb.: B 1. Maintain a minimum 518" edge distance, 1"end distance, & 1" o.c. spacing of FL-15819.8 0 wood screws to prevent the splitting of wood. N uSHEET 4 OF S rr EINCHORii: NCH.OR A91N MIN CLEARANCE MIN. CLEARANCE.:: TYPE.,;-.-.: ; SIIE .? EMBEDMENT TO ADJQCENi :: Irw r ja 2^ 4 TAPCON® ULTRACON® z 0 b BILL OF MATERIALS REM If DESCRIPTION MATERIAL A IX BUCK SG>=0.42 WOOD B 2X BUCK SG >= 0.42 WOOD C 1/4" MAX. SHIM SPACE D 114" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 8 X 7' PAN HEAD/TRUSS HEAD WOOD SCREW (1-3/8" MIN. EMBEDMENT) STEEL G 1/4" X 2-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 1 FRAME JAMB* (DH 7701) PVC 2 SILL* DH 7703) PVC 3 FRAME HEAD* (DH 7701) PVC 4 UPPER SASH STILE* (SE 3035) PVC 5 LOWER SASH STILE* (SE 3045) PVC 6 GLAZING BEAD* PVC 7 KEEPER RAIL UPPER SASH* (SE 3034) PVC 9 LOCK RAIL LOWER SASH* (SE 3046) PVC 11 TOP RAIL UPPER SASH* (SE 3037) PVC 12 BOTTOM RAIL LOWER SASH* (SE 3047) PVC 16 WEATHERSTRIP ULTRA FAB .270 PILE - 270 -1875B 17 WEATHERSTRIP SILLBULB (AMESBURY 32690) 19 HEAD ADAPTER* (DH 3005) PVC 20 LOCK 8513 / 8845 LAWRENCE PVC 21 KEEPER 2700 - 214 LAWRENCE PVC 22 8 X V PFH (VINYL LOCK SCREWS) STEEL 23 6 X 1-1/2' PFH (VINYL LOCK SCREWS) STEEL 24 TOP SASH TILT LATCH - ASHLAND PVC 28 PIVOT BAR - CALDWELL 29 1 #8 X 1 /2' SELF TAPPING PPH SMS STEEL THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 0 1 PRAME NEAD_&JAMB o Ll o 5 SASH STILE Bottom r 0.07" 9 LOCK RAILLowerSash 1 /7' GLASS BITE —1 /7' GLASS BITE GLAZING GLAZI GTGLAZINGTAPE7/8" THICK GLASS GLAZING TAPE 7/8" THICK GLASS 1 /8"ANNEALED 1 /8" ANNEALED 0.030" Saflex° PV8 INTERLAYER AIR SPACE 1/8" ANNEALED 1/8'ANNEALED 1/8"ANNEALED INTERCEPT SPACER INTERCEPT SPACER GI GLAZING DETAIL See General Note 3, Sheet 11 G2 GLAZING DETAILSeeGeneralNote 3, Sheet 1) JIM v L o O.OT' I 0.71" 2 SILL 4 SASH SOLE Top 0.175" —-{ IDI^ 0.051" --- II 6 GLAZING BEAD 2.04" o 3 1 O.OT' LL O i 1.47' i-- 11 TOP RAIL Upper Sash 81qmD ADAPTER r KEEPER RAIL Upper Sash 2. 05A Dr---' E -itl L I O 12 BOTTOM RAIL Lower Sash 2.88" 0.41" -- I O O 110 28 PNOTBAR ci SCALE. N.T.5. DWG. BY: JK cHK. BY: LFS FL-15819.8 ET 5 or 5 R EQUIII[SIEIlD lINSF ECTR Riper Iln Marx llngecttiomi IDescrll fIlbn. Footer / Setback Stemwall Foundation / Form Board.Survey Slab /* Mono Slab. Pre our Lintel / Ti'eBeam / Fill / Down Cell Sheathing— Walls - Sheathing! Roof Roof Dry In Frame insulation Rough In Firewall S'e'rewPattern Drywall / Sheetrock Lath Ins ection Final Solar i Final Roof Final Stucco / ,Siding Insulation Final Final Utility; Building Final Door Final Window - Final Screen.Room Final. Pool Screen Enclosure' Mobile Home Building Final Pre - Demo Final Demo Final' Single 7FamilyI Residence< Final. Building Other i DN SEQUENCE.. i Mnn MIX lnse;C-fIl®n Description Electric. Underground Footer [ Slab Steel Bond Electric Rough T.U. G. Pre -Power Final Electric Final f i b+ riec•• awi51e:.cx fj]rpTRerridr i'»:{Z+.y.L::.Ii.•.• Mfin I Mpg yWury ,.y, k. s)te:nr c- ryS"•`•w'....yn tw-san•a.t,, '}y}mj acr m.,±rr!,g",Nt•9 t'+cr 2 5.=' P'u:CZ'M'.`:.'F 1[ n® n lIDeacrnp4 i®n Plumbing Underground Plumbing Sewer . Plumbing Tub Set Plumbing Final i I k; Llf l'C6L'.1.`Ltli.11.I JLj IG4a1VR.LL J..... . 1 4 :........ - ., .. _.. .. •. Mnn Max. lhs ec4!On DescFiLflon Mechanical Rough Mechanical. Final P I y„ l Min 9 x rMs ecifien. ]lDese rn flan Gas Underground Gas Rough Gas Final R EVIISI IID: J' me 2014