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WS-12-20-2759, 165 NW 95th StMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 165 NW 95TH ST, Miami Shores, FL 33150 1131010240210 Contacts DAVID APONTE Owner 165 NW 95 ST, MIAMI SHORES, FL 331501711 Other: 3056875031 HOMECAREENT@AOL.COM FHIA LLC Contractor WAYNE BURNETT 3044 sw 42, HOLLYWOOD, 33312 Business:9547924415210 PERMITS@FHAPRODUCTS.COM Ins ection Requests: Description: REPLACING 10 WINDOWS WITH IMPACT, SIZE FOR Valuation: $ 19,000.00 SIZE x Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $11.40 DBPR Fee $3.00 DCA Fee $2.00 Education Surcharge $3.80 Scanning Fee $12.00 Technology Fee $5.00 Windows/Shutters Fee $150.00 Total: $237.20 Applicant Copy Payments Date Paid Amt Paid Total Fees $237.20 Credit Card 12/01/2020 $50.00 Credit Card 12/15/2020 $187.20 Amount Due: $0.00 For Inspections, Call (305) 762-4949 or Log on at https://bidg.miamishoresvillage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. December 15, 2020 Page 1 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 165 NW 95TH ST, Miami Shores, FL 33150 1131010240210 Contacts DAVID APONTE Owner FHIA LLC Contractor 165 NW 95 ST, MIAMI SHORES, FL 331501711 WAYNE BURNETT Other: 3056875031 HOMECAREENT@AOL.COM 3044 sw 42, HOLLYWOOD, 33312 Business:9547924415210 PERMITS@FHAPRODUCTS.COM Ins ection Description: REPLACING 10 WINDOWS WITH IMPACT, SIZE FOR Valuation: $ 19,000.00 Re uests SIZE 1j ri .`ri�i e Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $11.40 DBPR Fee $3.00 DCA Fee $2.00 Education Surcharge $3.80 Scanning Fee $12.00 Technology Fee $5.00 Windows/Shutters Fee $150.00 Total: $237.20 Building Department Copy Payments Date Paid Amt Paid Total Fees $237.20 Credit Card 12/01/2020 $50.00 Credit Card 12/15/2020 $187.20 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDle 4an S, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is hat rkwill be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the abovg, ontr o do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date December 15, 2020 Page 2 of 2 V Miami Shores VillagecEIEr, Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2014 BUILDING Master Permit No. vvs_ 12 ` ZO 2 PERMIT APPLICATION Sub Permit No. ©BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP �� CONTRACTOR DRAWINGS JOB ADDRESS: � tl" " IS ST City: Miami Shores ` County: Miami Dade Zip: 33) v Folio/Parcel#: t% 7101 - o0 + Wo Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BF-E�ry_,�L FFE: OWNER: Name (Fee Simple Titleholder): � O`U A (% 4 C One Phone#: ' 6b657g63 Address: l bJ ow q .7 sir { •� ? City: miwyfl Shof eS State: ` L Zip: JJiso Tenant/Lessee Name: Phone#: Email: 'Tel 0-4 11 &CiQI LO M CONTRACTOR:: Company Name: G�{�� Lk,L Phone#: g5y6f5T irc>e) Address: 36qq SW l,)- IT G City: µON0 t7o& state: , ✓ Zip: 333/ Z Qualifier Name: T ` o [7 Phone#: State Certification or Registration #: k(+ Ob1 b qo Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ I DO co> Square/Linear Footage of Work: lbp Type of Work: ❑ Addition ❑ Alteration ElNew ® Repair/Replace ❑ Demolition Description of Work: �,G'i.tnq 1l7y4%1\�OoAe- Specify color` of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved g/fd a reinspection fee will be charged. _ Sign at _ ) Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of 0 �0 �ti 20 �0 by who is personally known to me or who has produced as identification and who did take an oath. Seal / ,r ° ABDIEL R. CASTILLO � g ,= MY COMMISSION # GG 079600 EXPIRES: March 6, 2021 Uorxlad Thtu Notary PU* UWW*Ttters The foregoing`Iotrument was acknowledged before me this 31) day of �y� Ln1 b d( 20 0 by "C • ,� ,_- =' who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: 2 Print: 4,0 Notary Public State of Florida Seal: ;� Patrick Edward Rhudy +� ` My Commission GG 339145 o, p Expires 05128/2023 APPROVED BY � Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 : OFFICE OF THE PROPERTY APPRAISER r" Summary Report Property Information Folio: 11-3101-024-0210 Property Address: 165 NW 95 ST Miami Shores, FL 33150-1711 Owner DAVID APONTE Mailing Address 165 NW 95 ST MIAMI SHORES, FL 33150-1711 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,528 Sq.Ft Living Area 1,190 Sq.Ft Adjusted Area 1,354 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1952 Assessment Information Year 2020 2019 2018 Land Value $212,839 $212,839 $203,198 Building Value $101,550 $101,550 $101,550 XF Value $0 $0 $0 Market Value $314,389 $314,389 $304,748 Assessed Value 1 $192,861 $188,525 $185,010 Benefits Information Benefit Type 2020 2019 2018 Save Our Homes Assessment $121,528 $125,864 $119,738 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description BONMAR PARK PB 17-11 LOT 19 & E1/2 LOT 20 BLK 4 LOT SIZE 75.000 X 123 OR 21171-1259 04 2003 4 COC 23173-2331 03 2005 1 Generated On : 11/3/2020 Taxable Value Information 2020 2019 2018 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $142,8611 $138,5251 $135,010 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $167,861 $163,525 $160,010 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $142,861 $138,525 $135,010 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $142,861 $138,525 $135,010 Sales Information Previous OR Book - Price Qualification Description Sale Page 23173- 03/01/2005 $329,000 Sales which are qualified 2331 22618 08/01/2004 $235,000 Sales which are qualified 2490 21171- Sales which are disqualified as a result 04/01/2003 $0 1259 of examination of the deed 18157- Sales which are disqualified as a result 05/01/1998 $0 2328 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/Apps/PA/propertysearch/ 11 /3/2020 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowled t: Qualifier/Owner Signature Date Print Name Page 5 of 8 FHIA, LLC License No. CGC 061890 / Q844818 3044 SW 42nd St. F��FLOR Ft. Lauderdale, FL 33312 HOMEFLORIOA IMPROVEMENT ASSOCIATES Home Improvement Contract DAVID APONTE / 1148019 786-586-5963 165 NW 95 ST Tequilaeye@aol.com Miami shores FL 33150 Broward: 954-792-4415 Miami Dade: 305-545-4469 Fax: 954-792-2170 Web: www.fhiaremodeling.com Email: info@fhiaremodeling.com Date: 10/30/2020 Rep: Kory Wilcox This Contract is made and entered into this date of 10/30/2020 by and between FHIA LLC, a Delaware Corporation known as ("Contractor" or "FHIA, LLC"), and Owner(s) named above of the property located at the address listed above known as ("Owner"). The Contractor agrees to perform the work described below at the property listed above: 1) Remove existing units to be replaced (Note: Removed items likely to be damaged.) 2) Prepare opening as necessary to receive replacement units. Cws solar max engineered glass 3) Total number of windows being installed 4) Total number of doors being installed 5) Work NOT to be completed: 10 M No Interior or exterior painting. Garage window 6) If applicable, remove the following shutter panels, and/or security bars. (specify) 7) Special Instructions: Life time manufacture warranty's accidental glass breakage framing parts and labor 8) Cleanup job debris and provide necessary permits and insurance. If applicable, in the event that Contractor is unable for whatever reason to obtain proper permits prior to commencement of any work, Contractor shall refund any previous payment and this transaction shall be automatically cancelled. 9) Additional Work: (No finish work other than normal installation is to be done unless noted below) All wood bucking drywall cement caulking permits engineering inspection included, no paint paint ready, final price DAVID APONTE / 1148019(Customer's Initials) Homeowner's Association NO I Total Contract Price (including all discounts) $19,000 I Warranty: Contractor will provide provide warranty information to Owner within 30 days after completion and final payment. Schedule: Contractor Shall Commence the work 7 days after execution of this Contract (The "Commencement Date) and shall endeavor to complete all work hereunder within 150 days after the commencement date. Miscellaneous: This Contract and the accompanying worksheet contain the entire agreement between the parties. By signing this Contract, Owner agrees and acknowledges that it has received the accompanying worksheet. This Contract may not be changed orally but only by a Change Order or other written amendment signed by both parties. The waiver by any party of a breach of any provisions of this Contract shall not operate or be construed as a waiver of any written amendment or waiver of any subsequent breach by any party. You the buyer, may cancel this Contract at any time prior to midnight on the third business day after the date of this Contract. This space intentionally left blare FHIA Retail Price Wholesale Club Discount Quantity Discount Dollar Discount Total Contract Price (including all discounts) Deposit Balance Due Balance Form of Payment ***All discounts are final. No additional promotions apply,*** Page 6 of 8 $29,323 $2,932 $2,639 $4,752 $191000 0.00 $19,000 Finance Vinyl Impact Windows Window Style 3 Lite Roller Window Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 Location Family Room Insulated Included A f A Interior Color White Size 110 X 48 Exterior Color White Window Style 2 Lite Roller Window Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 Location Bedroom 1 Insulated Included Interior Color White Size 73 X 50 F A Exterior Color White Window Style 2 Lite Roller Window Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 Location Bedroom 1 Insulated Included Interior Color White Size 73 X 37 I F A Exterior Color White Window Style 2 Lite Roller Window Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 Location Bathroom 1 Insulated Included Interior Color White Size 37 X 38 F A Exterior Color White Additional Details Rain glass Window Style 2 Lite Roller Window Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 Location Bedroom 2 Insulated Included Interior Color White Size 73 X 37 F A Exterior Color White --- Window Style 2 Lite Roller Window Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 Location Bedroom 2 Insulated Included G_ Interior Color White Size 53 X 49 F A Exterior Color White Page 7 of 8 Window Style 3 Lite Roller Window Brand Glass Type Solar Max with Neat Technology Quantity 114 112 114 Location Kitchen Insulated A F A Interior Color White Size Exterior Color White - Window Style 2 Lite Roller Window Brand Glass Type Solar Max with Neat Technology Quantity Location Kitchen Insulated Interior Color White Size F A Exterior Color White -----.- Custom Window Systems 1 Included 110 X 63 Custom Window Systems 1 Included 37X49 -- - Window Style 2 Lite Roller Window Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 Location Kitchen Insulated Included Interior Color White Size 37 X 38 F A Exterior Color White Window Style 2 Lite Roller Window Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 Location Bathroom 2 Insulated Included Interior Color LF White Size 37 X 24 A Exterior Color White Additional Details Rain glass Finance Details Amount Financed $19,000 Estimated Monthly Payment $181.46 Term Quoted 180 Months Interest Rate Discussed / Quoted 7.99% Finance Plan 7.99% 180 Months FINANCING APPROVAL AND TERMS ARE SUBJECT TO A CREDIT REVIEW BY THIRD PARTY LENDERS By selecting the finance option for the partial or full payment of the project, the Owner agrees to sign all finance completion forms the final day of installation. The scheduling and completion of the final inspection will be scheduled for the next available day and ALL checklist Items, parts, replacement or damaged product reorders will be completed in a timely manner as part of our service policy. a) Do not sign this Contract or any financing documents in blank. You are entitled to a copy of the contract at the time you sign. b) The financial documents provided by the lender to this home improvement contract may create a lien to your property. c) Be sure you understand all provisions of the Contract and financial documents before you sign. DAVID APONTE / 1148019 10/30/2020 Date This space intentionally left blank 0 P ;= q h'(GCp - GCp 1) V (mph) 175 1620 FBC for HVHZ, or Fig. 26.5-1a Risk Category It Table 1.5-1, page 2 Exposure C Section 26.7 Kit 0.85 Table 26.6-1, page 250 Kit 1 Figurc26.8-1, pagc252 GCpi 0.18 -0.18 0.55 pitch of roof 4/12 18 4 d Vas 'hew 18.4 degrees Specialty Engineering Consultants, Inc. 15119 SW 30 Avenue, Suite #20 Boynton Beach, FL 334326 FL. CA # 009217 Wind Velocites in South Florida Dade I Bmward I Falm Bach Risk Cat, 1 1 165 1 156 1 156 1 Low risk to humans farms, shuts Risk Cat, 2 175 170 170 Sin Ic Famil Rsidmcs Risk Cat, 3&4 1 186 1 180 1 180 1 E-tial Facilities 1 Chens rovide wiM ressures based on the mean roo(h M. And shall not exceed 60'-0.. 2 Des n ressures are for an enclosed builindi shutters or other im act resistance protection required). 3 User shall determine the mean roof height, Eave height + Roof Peak 2. 4 End zone distance is the lessor of 10% of length, 10% of width, or 40% of the mean roof height and not less than 3'-0" 5 If 50% of a component is in a particular zone then that component is considered to be in zone with the majority of the areaIf questioreble then place in Zone 5 e Each component, window, door, mullion has a tribula area that is area to be used. Area of components to rounded down but shall not be less than 10 at, 7 For NOA's that uire a Kd=1.0 then multi the values listed herein b t.18. 8 Wind fareassures are based on Allowable stress des n. 9 D n ressures listed herein are valid for res B and C and re D. m roof bestM 59' 10 Charts and values listed herein are on valid when ned, dated, end sled b Gar McDo le, PE #56214 or Mark LeBlanc, PE #35683 or Adam D- LeBlanc, PE#77012 11 Wind des' n pressures are calculated in accontance with ASCE 7-10, Method 2. This calculation is vaiid for FBC 2014 5th edition and 2017 6th edition 12 No reduction is taken for slopes leas than 10degreel. Area ofcam ncnt Arm of com vott Ara orwrn nent Arm ofoam orient Ara ol'com nest Ara afwm nett Ara dourn nett Ara of'com naa Ara afcom nent Ara ofcom nma Ara afcom nrnt 10.0 sf 15.0 sf 20.0 sf 25.0 sf 30.0 sf 350 sf 40.0 sf 45 0 sf 50.0 sf 55 0 sf 60.0 sf Man Roof Hci ht Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 7.38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 IS -43.4 -53.6 -42.2 -51.3 -41.8 -50.6 -41.4 -49.8 -41.0 -49.0 -40.6 -48.3 -40.2 -47.5 -39.8 -46.9 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 39.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 -45.1 -55.7 -43.9 -53.3 -43.5 -52.6 -43.0 -51.8 -42.6 -51.0 -42.2 -50.2 -41.8 -49.4 -41.3 -48.6 -40.9 -47.8 -40.5 -47.0 -40.1 -46.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 -46.6 -57.6 -45.3 -55. t -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 -43.6 -51.8 -43.1 -51.0 -42.7 -50.2 -42.3 -49.4 -41.8 -48.5 -41.4 -47.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 -48.0 -59.2 -46.6 -56.7 -46.2 -55.8 -45.7 -55.0 -45.3 -54.1 -44.8 -53.3 -44.4 -52.5 -43.9 -51.6 -43.5 -50.8 -43.0 -49.9 -42.6 -49.1 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 -58.1 -47.3 -57.2 -46.9 -56.4 -46.4 -55.5 -45.9 -54.6 -45.5 -53.8 -45.0 -52.9 -44.6 -52.0 -44.1 -51.2 -43.6 -50.3 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 30 -50.3 -62.1 -48.9 -59.4 -48.4 -58.5 -47.9 -57.6 -47.4 -56.8 -47.0 -55.9 -46.5 -55.0 -46.0 -54.1 -45.6 -53.2 -45.1 -52.3 -44.6 -51.4 47.3 47.3 45.8 45.8 45.3 45.3 44.8 44.8 44.3 44.3 43.8 43.8 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 33 -51.3 -63.3 49.8 -60.6 -49.4 -59.7 -48.9 -58.8 -48.4 -57.9 -47.9 -57.0 -47.4 -56.1 -47.0 -55.2 -46.5 -54.3 -46.0 -53.4 -45.5 -52.5 48.2 48.2 46.6 46.6 46.1 46.1 45.6 45.6 45.1 4.5.1 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.5 42.5 42.0 42.0 36 -52.2 -64.5 -50.8 -61.7 -50.3 -60.8 -49.8 -59.9 -49.3 -59.0 -48.8 -58.1 -48.3 -57.1 -47.8 -56.2 -47.3 -55.3 -46.9 -54.4 -46.4 -53.5 49.0 49.0 47.4 47.4 46.9 46.9 46.4 46.4 45.9 45.9 45.3 45.3 44.8 44.8 44.3 44.3 43.8 43.8 43.3 43.3 42.7 42.7 39 -53.1 -65.6 -51.6 -62.8 -51.1 -61.8 1 -50.6 -60.9 -50.1 -60.0 1 -49.6 -59.0 1 -49.1 -58.1 1 -48.6 -57.2 1 -48.1 1 -56.2 -47.6 1 -55.3 -47.1 -54.4 49.7 49.7 48.2 48.2 47.6 47.6 47.1 47.1 46.6 46.6 46.1 46.1 45.5 45.5 45.0 45.0 44.5 44.5 43.9 43.9 43.4 43.4 42 -54.0 -66.6 -52.4 -63.8 -51.9 -62.8 -51.4 -61.9 -50.9 -60.9 -50.4 -60.0 -49.9 -59.0 -49.4 -58.1 -48.9 -57.1 -48.4 -56.2 -47.9 -55.2 50.5 50.5 48.9 48.9 48.3 48.3 47.8 47.8 47.3 47.3 46.7 46.7 46.2 46.2 45.7 45.7 45.1 45.1 44.6 44.6 44.1 44.1 45 -54.8 -67.6 -53.2 -64.7 -52.7 -63.7 -52.2 -62.8 -51.7 -61.8 -51.2 -60.8 -50.6 -59.9 -50.1 -58.9 -49.6 -58.0 -49.1 -57.0 -48.6 -56.0 51.2 51.2 49.5 49.5 49.0 49.0 48.5 48.5 47.9 47.9 47.4 47.4 46.8 46.8 46.3 46.3 45.7 45.7 45.2 45.2 44.7 44.7 48 -55.5 -69.5 -53.9 -65.6 -53.4 -64.6 -52.9 -63.6 -52.4 -62.7 -51.9 -61.7 -51.3 -60.7 -50.8 -59.7 -50.3 -58.8 -49.8 -57.8 -49.3 1 -56.8 51.8 51.8 50.2 50.2 49.6 49.6 49.1 49.1 48.5 48.5 48.0 48.0 47.4 47.4 46.9 46.9 46.3 46.3 45.8 45.8 45.2 45.2 51 -56.2 -69.4 -54.6 -66.4 -54.1 -65.4 -53.6 -64.4 -53.1 -63.5 -52.5 -62.5 -52.0 -61.5 -51.5 -60.5 -50.9 -59.5 -50.4 -58.5 -49.9 -57.5 52.4 52.4 50.8 50.8 50.2 50.2 49.7 49.7 49.1 49.1 48.6 48.6 48.0 48.0 47.4 47.4 46.9 46.9 46.3 46.3 45.8 45.9 54 -56.9 -70.2 -55.3 -67.2 -54.8 -66.2 -54.2 -65.2 -53.7 -64.2 0-534R 4 43.20 - 2.6 -62.2 -52.1 -61.2 -51.6 -60.2 -51.0 -59.2 -50.5 -58.2 53.0 53.0 51.4 51.4 50.8 50.8 50.2 50.2 49.7 49.7 49.1 10 4119.1 • 0 4*6 • ;8.6. • • 48.0 48.0 47.4 47.4 46.9 46.9 46.3 46.3 57 -57.5 -71.0 -55.9 -68.0 -55.4 -67.0 -54.8 -66.0 -54.3 • -65.0 -53.8 • -511.2 • •62.• -52.7 -61.9 -52.1 -60.9 -51.6 -59.9 -51.1 -58.9 53.6 53.6 51.9 51.9 51.4 51.4 50.8 50.8 50.2 50.2 0 49.6 09.6• • 4� 1 • • 48.5 48.5 47.9 47.9 47.4 47.4 46.8 46.8 60 -58.2 -71.8 -56.5 -68.7 -56.0 -67.7 -55.4 -66.7 -54.9 -65.7• -544• -6d� •53.8 • •49.1 �63f. _53.3 -62.6 -52.7 -6L6 -52.2 f��1 8814�.�I# -59.5 • • • • • No. 77012 n ( T-1 + W O n W W Wt y� D Q a g Z � o 4 er ri x LL �n a 0 W 2 0 g� u d • ••• t; .: Pit { ... • • • • • • • • ••• •• 353/4049W: • • • qt (+/- 60) • • • • o� FU 6736.1 • • • •'s •••• ••• Nr 4 •• • • SS. . • • • • • 353/4X37 4 FL16736.1 (3 KIT 35 3/4 X 24 3/4 FL16736.1 2 t°S BATH 1 y LIVING 110 X 61 3/4 (+/- 60) FL16736.2 `3 LQ- AW J DINING 'O ENTRY STORAGE � OO Sh L t-� rFL(lX 493/8 60) LAUNDRY .2 52 X 49 3/8 (+/- 60) FU 6736.1 O W WU 73 X 37 114 BED ! ' �i (+/- 60) FU 6736.1 353/4X37 $ FL16736.1 BATH z �) S BED �j 73 X 37 1 /4 t0 (+/- 60) FL16736.1 73 X 49 3/8 FL16736.1 ...... . .. ...... .... .... . . .... .... ..... ...... . . ..... . . .. . ...... . . . .. . . PRODUCT APPROVAL NUMBER: 16736.2 OPENING IDENTIFICATIONS: 1.3LR 5.3LR Florida Building Code Online https://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQw... BCIS Home Log In '... User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search db � r4V Product Approval USER: Public User Product Apprevai Menu > Product or App€ica[ion_Search > Application List > Application Detai FL * FL16736-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance.Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Kevin Pine kpine@cws.cc ]ay Lathrop 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext221 amonteverde@cws.cc Windows Horizontal Slider • • • • • • • •••••• • • •• •••••• 000000 •••• •••• ••••••• • •••• •••• ••••• •••••• • • ••••• •• •• • •••••• • • • • • • • •• • •••••• • • • • • • • 09000 • •••• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2030 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL16736 R2 C0I_Eva1Report871C.pdf Standard AAMA/W DM A/CSA/ 101/I. S.2/A440-08 ASTM E1886-05 ASTM E1996-09 PA/TAS 201/202/203 Year 2008 2005 2009 1994 1 of 2 7/22/2020, 3:57 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQw... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved C...wm�.v _f D.-A-4. Method 1 Option D 09/28/2017 • + • + 09/29/2017 • • • + •••••• • of •••••Y 10/03/2017 • 12/12/2017 •••• •••• �••••: • FL # Model, Number or Name Description • • • • • • • 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Sli r, IMPACT, 74" x 63 , XO or OX. Limits of Use Installation Instructions • • • • • • •• Approved for use in HVHZ: Yes FL16736_R2_II_CWS_871Ct df• • i• • • • • W?201• Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner • • + Impact Resistant: Yes Created by Independent Third Party: Yes • • • • Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL1673fi___R2_AE_,Eva]Report871C,pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736R2_ II_CWS__869C,.p...df Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736R2_ AE_Eva1R_eport8.69C'_pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. Baok Nett Contact Us :: 2601 Blair Stone Road, 101lahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Q right 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, emailaddresses 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. -Pursuantto Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emailaddress 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: rw ® - Credit Carts Safe 2 of 2 7/22/2020, 3:57 PM URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 869C September 7, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Iq1pact (HVH21,"" XOX I I 1 "x63" unit size with design pressures of +/-60 psf (Fin or Flange window) • • • • • • • • •••••• .. Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34V4' * * • Statement of Compliance: This report evaluates the above -listed product per the regi"grpents of fx Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the regVtpplents of she;P Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. Theeroduct testing standards performed are outlined below. .. Technical Documentation: • • • • • • 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL • • • • • • 2) Approval drawing CWS-869C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-3, -3A, -4, and 4A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-869C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-869C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-869C • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • In the operable sash, requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16- 1117.02t, and in the fixed glass requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade N.O.A.14-0916.11t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10' t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 6`' Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas Turner 2017-09-16 09:27+20:00 ill stIII Poll,, No 582€11 :13 r C STATE OF •*ttr� .' terjr'f /ONA ` O �� 9/07/2017 Lucas A. Turner, P.E. FL PE #58201 . . ... . . . ... . . . . . . . . . . . . ... . . . . .. . HORIZONTAL SLIDER, LARGE•MISSILE.IMP•ACT • • • • • • • • • • ••• ••• • ••• ••• • •• • • • •• ••• •• •. .. � 112 1/4" MAX. OVERALL FLONC-: WIpT •�} • • • • • • • --_- j� ........ ..........____ __..._ 111" MAX. U0fVIDTt? ~ GLASS DLO GLASS DLO A II I 641/4" I MAX. OVERALL FLANGE HEIGHT B B MAX. " UNIT HEIGHT 59 9116" MAX. SASH 0 58 1( O GLASS DLO 1 C- 2715/16" -� tr6 _I C fJ A MAX. SASH WIDTH `- X D II iI D 2�ss as GENERAL NOTES aaVgam. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND .. 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA, FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "OX", "XO". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04e01/09. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 6. PRODUCTAPPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 8. SERIES / MODEL DESIGNATION HS-8200. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4" FROM BOTH ENDS. 8200 PVC HORZ. SLIDER IMPACT z 3: <z� TWO Qw06 p W62 WO 9m O 01--O<Cw00 U 0U)�z0-Pc~n - Z Q D—ZjU� < Fz 2ZZOU-0 2 H 0 _ W0 02(n0 w U)W 0- xa wO uu)) O wf-0 w=>_ a F 0- Ir a LucasTurne �z r 2017-09-22 9/22/2017 13:54-04:00 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIP55V GENERAL NOTES AND TABLE OF CONTENTS'', ELEVATIONS DRAWN BY DA7E� '� '. GENERAL NOTES & ELEVATIONS ........... 1 TEF 10/11/13 GLAZING DETAILS.. .................. SECTION VIEWS & GLAZING DETAILS....3 2 'DWG s REV.: EXTRUSIONS & B.O.M...............................4 Q29E '.. CWS-869 C ANCHOR SCHEDULE & NOTES................5 INSTALLATION DETAILS ...........................6— ----- scALE: SHEET 1:20 1 OF 6 ESIGN PRESSURE RATING IMPACT RATING +/- 60 PSF LARGE MISSILE IMPACT QUANEX Dl IG SPACER . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . •• • • • • •• • • • • • • • • • • • • • • ••• ••• • ••• ••• • .. . . . .. ... .. 7r8" QV RAL • • • • • • • • 3/16" ANtt-AIID aR f MFORV • 1/4" AIR SPACE • • • • • • • • • 7116" LAMI 3/16" ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED PURFECT GLAZE "H" SIKAFLEX 552 1/2" GLASS BITE (�D WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC '.. 8200 PVC HORZ. SLIDER IMPACT 7/8" OVERALL I-+ --- 1/8" ANNEALED OR TEMPERED Q Z Q Z 3 Lu j - -- 3/8" AIRSPACE lz O J Q 0 O W ZOZ CI F 9LZ 5/16" LAMI 0 Q N� >- 0 of m LL F-W ZF- g! AZ Z 2� a 0NNEALED O O HU O C=� m 090 DUPONT PVB INTERLAYER 0Z0O ZGUa ---,1/8" ANNEALED Z LLm ZQ Q�-OLL Z<�OWFmO>- QI Z�_ 00 - _2 QUANEX DURASEAL, PURFECT GLAZE"H" uJ LL 0 W O W IG SPACER rrt 9) SI FiEX 552 a F = a IL p >- _ ~ K W � W a a GLASS TYPE B SASH GLASS 1/2" GLASS BITE Y- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION; GLAZING DETAILS '.DRAWNBV:_--_,,BATE'. TEF 10/11/13 DWG #: REV.: CWS-869 C SCALE; SHEET 1:1 2 0F 6 INTERIOR . . ... . . . ... . . . . . . . . . . . . ... . . . . .. . INTERIOR i a 11 SECTION VIEW B-B SECTION VIEW C-C ALTERNATE FIN FRAME SECTION VIEW D-D JAMB ROTARY LOCKS JAMB ROTARY LOCKS: - MAY BE SUBSTITUTED FOR JAMB IMPACT LOCKS ON FLANGE UNITS. - REQUIRED ON FIN UNITS. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASHES (ITEMS 44 & 46) - JAMB IMPACT HOOKS (ITEM 42) OR ROTARY LOCKS (ITEM 23) LOCATED AT THIRD POINTS. Xi NOTES: EITHER IMPACT HOOKS OR ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. ONLY ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FIN UNITS. m HEAD IMPACT HOOK AND JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS 1:20 WINDOW SYSTEMS Lam! 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Q z 3: az� ow0 ¢moo Z WJO W Z O Z 2 F u, g l-wZo�;m O Ol--pa¢w00 0 0wI-Za=�pd O o i 'WOOuz wU)w IV)0wul0—fn1— co oxO Lu w>- EL a Of olo V1ORE lM �I'At -.Zji No 58201 ••' 'p zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS DRAWN BY 'DATE TEF 10/11/13 CWS-869 C scALe SHEET 1:2 30F6 PARTS LIST SCRIPTION VENDOR iin Frame, SWHS, Flange, PVC Mikron ad Rail, Heavy Duty, Aluminum Keymark %er, HD Fixed Rail, PVC Mikron x 2 1/2" Ph Mod Truss Type A TEK Ajax am Sealer, SM-5504 Schnee ler Track een Adapter, Jamb, PVC een Adapter, Head & Sill, PVC iep Cover w/ Flap izing Bead >h Meeting Rail, PVC ah Pull Rail, PVC >h Top/Bot. Rail, PVC nf. Sash Meet. Rail nforcement, Sash, Side Rail nforcement, Sash Pull Rail ;tp., 0.270 x .187 back FinSeal, :k, Impact, PVC x 1 1/4" Ph Flat Tek, Wht. aper, Impact, PVC x 314" Square PH Tek, Wht. tary Lock 2 x 1/2" Barrel Fastener spar, Rotary Lock Iler, Tandem x 1/2" Quad PH TEK 2 Zinc E SHEET rfect Glaze "H" or Sikaftex 552 L Wk., 85 Dur., 1/8" x 7/8" x 2" men Frame reen Comer Key reen Comer Key w/Safety Tab reen Pull tab reen Spring reen Spline reen Cloth, Fiberglass raw Support, PVC p Plug, 1/2" Hole )act Hook, Frame, Jamb inforcement, Head, Jamb 3act Channel, Sash X 5/8 Ph FH TEK, Zinc, Painted Dact Hook, Frame, Head Iin Frame, SWHS, Fin, PVC Iler Track, PVC, (Anti -lift) ck, Impact, PVC, w/Flipper x 1/2" Ph Mod Truss TEK Mikron Mikron M&M Mlkron Mikron Mikron Mikron Keymark Keymark Keymark Ultrafab Interlock Fastenal Interlock Fastenal Interlock Interlock Interlock M&M Fastenal Allmetal Allmetal Allmetal Summit Fla. Sprin Dap. M&M Mikron Mikron Interlock Fastenal •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• Silicone Alum PV• PVC NykFq PVC PVC PVC PVC Alum Alum Alum Steel !�-- 3 Its'- 0--- ' - 2 4/16" • • • • qli.lj 1116" 3 9/16" t 7/8" F=i 1/16" 6v Ira • • • A/C ♦RARIE I LAI46049 • j_ HD MTG RAIL-1681 • • • • •• • • • • • • • • • • PVC FRAME FIN-6048 • • • • • ••• •• f` 2 3/16" r`-- 1 15/16" ---�' f-" 1 3/16"-{ 2 3116" - -� -�12� 7--{------ 14 7-......-=_3� 13)1 5!8" 11518" =1 5J16" -1/16" L PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER- 6077 ,l 0 3/16" O 6 L..--..--- ................_6•.._.__..— ........._.......___•.� 15/16"�5 i- 46 L`J 1/16" 7/ 1116" SASH MTG. RAIL-1497 PLAN VIEW-1999 HEAD IMPACT HOOK - 1999 Steel 3/16" O ---- — 6^ I"'" 44 51" - 1/16" PLAN VIEW-2000 PANEL IMPACT CATCH - 2000 --- 0 3/16" O f-_15/16"-{ 1/t6" PLAN VIEW - 1577 ALUM SASH IMPACT HOOK - 1577 3/16" -L r.-..._-._......_-3"---- 112" T SCREW SUPPORT - 3113 GLASS Silicone Rubber RollFonn Nylon Nylon SS Rubber Nylon Alum Alum Alum Steel Alum PVC PVC CORNER CONSTRUCTION WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC CORNER WELD Oaf 8200 PVC (ALL SIDES) 1:8 HORZ. SLIDER 6 5 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 18 314" '— 7116" 3/16" 19+M--�J6) -- 1116 S.B.R./S.S.R. - 1498 1 /4" .- ._ T-' 11 118" PVC GLAZEBEAD - 6064 1/2" - 1 118" PVC SCREEN CATCH -6013 7— 1116" PVC SCREEN SUPPORT - 6014 Steel LINE ITEMS NOT USED: 4, 38-39 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 314 15l� -- 1116" SASH REINF. - 1699 1 1 /4" -- 1 LL 71i6" ROLLER TRACK - 1776 r..- �3) 9/i6"._.,II ' LN 1_ UU II — 1/16" GLAZE BEAD -1112 3/8' F" 1 5116" - PVC ANTI -LIFT - 6005 IMPACT Z 3: azo I- ❑WQ WW06 Z W J ❑ w ZOZ wF_ZH 0 Qrn�}Omj,-m w F-W Zr-3:�= Z Z=2QmwOQ O OI-OQ¢=�rY U Uw F-a- D- Z O-�Z��V� Q ZQNZOw0 a Xov W Rtn Ow U7 W W 0J(nF- z- 0 _~X w3wrn M I- o w o_ 0 pt4OREW rr'f4t No 5820'1 t5: lt� 9 ; STATE OF W: 'ONAi 9/ 2/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN B; jDATE'---- --_._ TEF 10/11/13 DWG #: CWS-869 C SCALE SHEET 1:2 4OF6 .. .. . . . .. .. . . • . • . • . . . • . . ..• • . . . ••• 3" (TYR)• ��- • • • • • • • • • • • 6" MAX. (TYP.)—..—}---{ 3" (TYP,) 16 1L4- • • SEE t1bT•P2 • • ••• •i •i" 1/AX, (TYP I � � MAX. O.C. ••• •••1 � 4 MAX. (TYF 6" MAX. (TYP.)-- I (TYP.) • • • • I*TALI N • • • • • 1 • MAX. O.C. I • ♦ •• • • • ••• ••• (TMP') 17" -J MAX.O.C. x O X me ANCHORLAYOUT-(FLANGE) ANCHOR LAYOUT - (FIN) WINDOW SYSTEMSO 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 4 z 3: ` , 3: ow0 OW06 z wJ❑ w zOz xLKE o �w�Z�3��x O O�Od¢w00 =dU 00F5-z L -w zp zUw ZU(6Z U6 z U)w2' Za O a��O0 wWJi(/t)rj� aa ac�H NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4"- USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE a 7 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. l ~ 9/22/2017____..___ 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. LUCAS A. TURNER, P.E. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL # l BE PROTECTED TO PREVENT REACTION. 1239 JA BARA AVE.A 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, 34288 PH. 941-380-1574 SPECIFIED IN TABLE 1, SHEET 6. SHEET DESCRIPTU14 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. ANCHOR SCHEDULE AND'. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL, DRAWN BY 'DATE TEF 10/11/13 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. `DWG a -_-- rtI RR€V.:-----', „ SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-869 C 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: :SCALE: SHEET FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) '. 1:255 OF 6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . MIN. EMBEDMENT TYPICAL HEAD ANCHORAGE • • • SEF•TABLE 1 • • • • s • • 1r�"•MAX.iSHllel �---r �-• ----f---EE TAL DIST, • • • • • • • • SUBSTRATE BY OTHERS ��` /'- T • • • • • • • • • 0000 • • • / f / SE SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN, EMBEDMENT SEE TABLE 1 ----.__.(.. • • INSTwLLA-NON AIU#iOR t • 9EE4rAB_E 1• • • • 1/4" MAX. SHIM • • • • • • • 1/4" MAX. SHIM MIN. EMBED SEE TABLE 1 --------{----MIN. EDGE DIST. SEE TABLE 1 p� VERTICAL SECTION _ TYPICAL SILL ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST SEE TABLE 1 —PERIMETER SEALANT BY INSTALLER INSIDE AND OUT ----- SEALANT BEHIND FLANGE BY INSTALLER g H_O_RIZO_NTAL SECTION.--- --.- 6 TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS F905TTRUETWE ANCHOR TYPE MIN. EMB FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-118" GROUT -FILLED CMU (117 PCF MIN.) 3/16" (IW TAPCON 1" FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1.1/4" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1 3/8„ 7/8„ FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-318" 7W FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MINI) #10-16 HILTI KW IK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7"6" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN,) #10 GRADE 5 SELF -TAPPING ! DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2X MIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 1!2" :'ERIMETER SEALANT BYINSTALLER INSIDE AND OUT MIN. EDGE DIST. ----SUBSTRATE SEE TABLE 1 BY OTHERS 1/4" MAX. SHIM SEE TABLE 1 1 MIN. EMBEDP SEE TABLE 1 T------ PERIMETER SEALANT BYINSTALLER INSIDE AND OUT ------- --- INSTALLATION ANCHOR SEE TABLE 1 ---------SEALANT BEHIND FIN BY INSTALLER C HORIZONTAL SECTION _ 6 ,TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION . HORIZONTAL SECTION 6 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION mV9WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT C aZ� F- o WO QIW Z W J uj 0 ZOZ}OE —t: O OmOaCw00 U U87FZdl=..�d z ZO Zj0- O U In > Q- dL'woxOz Q WQ U) O� W 2'InO W�nW EY z i w 0 J n H a0 w a_ a: a h a wed %p,NDRE W �T�iy y t No 58201 '.A 9: STATE OF ,NO ! Ih" /ONA N�``, 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, - UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN By DATE: TEF 10/11/13 MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED `owc#: REV.: —, INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-869 C PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 60F6 ...... . .. ...... '��' �•:••: PRODUCT APPROVAL NUMEHER: ...... . . ..... ...... .... . ...... . . ... ...... ' ' 16736.1 • • • • : . . :.... : .... OPENING IDENTIFICATIONS: 2.HS 3.HS 4.HS 6-10.HS Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQw... SCIS Home Log In '... User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search b C Product Approval qw USER: Public User Product Appro_v_al Menu > Product or Application Search > Appl"icabon List > Application Detai FL # FL16736-R2 Application Type Revision Code Version 2017 Application Status pproved Comments Archived Product Manufacturer Custom Window Systems Inc. • • • • Address/Phone/Email 1900 SW 44th Avenue • • • • Ocala, FL 34474 •••••• • • •• •••••• (352) 368-6922 Ext 291 ' • • • •' • • • jlathrop@cws.cc • • • • 0000 • • • • •••• • • •••• ••••• Authorized Signature Kevin Pine •"' • • • • • • • • • kpine@cws.cc • • • • • • •••••• • 000000 • •••••• • • Technical Representative Jay Lathrop • • • • • • • • • • • Address/Phone/Email 1900 SW 44th Ave • • • •. • • Ocala, FL 34474 •••• ; •••• ;••••0 (352) 368-6922 Ext291 • • jlathrop@cws.cc • Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext221 amonteverde@cws.cc Category Windows Subcategory Horizontal Slider li 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 Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2030 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL16736_R2 C0I, EvalRepo t871C.pdf Standard AAMA/W DMA/CSA/101/I. S.2/A440-08 ASTM E1886-05 ASTM E1996-09 PA/TAS 201/202/203 Year 2008 2005 2009 1994 1 of 2 7/22/2020, 3:57 PM Florida Building Code Online https://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQw... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved C..mmn'v of 0..Au +a Method 1 Option D 09/28/2017 09/29/2017 10/03/2017 12/12/2017 FL # Model, Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63" XO or OX. Limits of Use •••••• Installation Instructions• • • •• Approved for use in HVHZ: Yes FL1.6736_R2 II_C_WS_,-871C!Qcj� �� + Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 • • • Impact Resistant: Yes Created by Independent Third'41l Yes • +• Design Pressure: +60/-60 Evaluation Reports • • • • + • • • Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R_.2_AE EvalReptarij7�tf0pdf 4111,611111111 I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent TMrd Part?: Yes • + Glass complies to ASTM E1300-04. • • • • • ++ • • • 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal SliQdl; IMPACT, ill+' x 63", XOX. •• Limits of Use Installation Instructions. Approved for use in HVHZ: Yes FL16736R2, II_CNdS-869c pdf • 0 • • • • Approved for use outside HVHZ: Yes • Verified By: Lucas A. Turner 58209 • • • • Impact Resistant: Yes Created by Independent Tt lr;l•Pdrt1: Yes • • Design Pressure: +60/-60 *ago Evaluation Reports • • Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736_R3_AE_Eva IReport8__69C_pdf •�•• I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. Badc Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. _ Qight 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 maybe 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 wth an email address which can be made available to the public. To determine if you area licensee under Chapter 455, F.S., please click here . Product Approval Accepts: „_;max f ® eCi�k Credit Care! Safe 2 of 2 7/22/2020, 3:57 PM URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 871C August 29, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6th Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: • • • • • 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Pb",71! 2) Approval drawing CWS-871 C, signed and sealed by Lucas A. Turner, P.E. :....: 3) Test Reports NCTL-210-3887-1, -lA, -2, and -2A, by National Certified Test�x� aborato�i�e s,. • • • • Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed:. TA$;01, 2„02, 2P3 ; • • `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDM'"C$' : • • • • • ...... 101/I.S.2/A440 `08 000000 4) Supplemental Calculations to support CWS-871C, signed and sealed by Lucas A turner oF.E.• • • • • • • •• Installation: Units must be installed according to approval document CWS-871C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871 C • Achieves design pressures of +/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02t • Requires Quanex (Milaron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10' t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. �10REW /lri Lucas r+r No 58201 Turner 2017-08-30 =► : 16:09+20:00 .� STATE OF ` kr 8/29/2017 ,Q,�,,�r ,.• ''.fi' £ A•� ''�C7.`' • `'�:,� Lucas A. Turner, P.E. �t% FL PE #58201 . ... . . ... % .. % . . . . . . . . . . . . . . ... . . . . .. . HORIZONTAL SLIDER - LARGE MISSILE IMPACT. • • • • • • • • • • • ••• ••• • 0% ••• • 75 114" MAX. OVERALL FLANGE WIDTH ---------- 74" MAX. UNIT WIDTH —•--• •-J-�I �^ •- -•- - - __ I• 64 114" MAX. FLANGE HEIGHT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... 1 SECTION VIEWS & GLAZING DETAILS....2 EXTRUSIONS & B.O.M...............................3 ANCHOR SCHEDULE & NOTES........ ... A INSTALLATION DETAILS, .......... ............... 5 • 1 I i B I I 59 9 MA) SAS HEII 1 e 5) D 116" H 3HT GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "OX". "XO". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 113 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED, THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 8, SERIES I MODEL DESIGNATION HS-8200, 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4" FROM BOTH ENDS. MAX. UNIT SIZE I DESIGN PRESSURE RATING I IMPACT RATING 74" x 63" 1 +/- 60 PSF I LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:58-04:00 jmg0m. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Q z �: Qz3: z uw J a Q I- o woo w w zOz wt—L g Qm�rC'It3:m w H-w zl-3: �= O Oxp¢Qw00 U UN_I- -UaPQ)a Z Q �z-j0- Z O O <�0wOOOZ w� NU zvi W 00 � m o w o w �w 0JU)I— a a0 wF'0 WO�� a a o�wa `4c4�",. ......... 0, 1DRE . pP � Jt No 58201 O. STATE OF :�` F 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS — -- - DRAWN BY. ADE 10/10/13 'DWG#: REV.. CWS-871 C 4CALE SHEET 1:15 1 OF 5 INTERIOR SECTION A -A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . •• • • • • •• • • • • • • • • • • • • • • INTERIOR • .�1•) • • • •;17� • • • • • • (•B� l2� (1� (23) (6)c SECTION C-C ALTERNATE FIN FRAME SECTION B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH (ITEMS 35 8 36) 0 HEAD IMPACT HOOK AND JAMB ROTARY LOCK LOCATIONS 1:20 ROTARY LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS (ITEM 27) ----- --718" OVERALL - --- — 1B" ANNEALED or TEMPERED -- 7116" AIRSPACE LAMI - 1/8" ANNEALED :Q.OQ DUPONT PVB INTERLAYER 1/8" ANNEALED GLASS TYPE A 1:1 PURFECT GLAZE"H" 43 SIKAFLEX 552 ---- 1/2" GLASS BITE QUANEX DURASEAL IG SPACER oaalom.ffi WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 'i. WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT r z ¢z3 0w0 ¢woo z w ow w_i0 z 0 z �~zV- �Or3:22 O H-wz 0 00<M00 U Ucn l -UaHNa Z ZO _ j Z z j U N UUN Z¢0WO00Z w �rn0wrnw Z (n Wa 0J(nF En O w woaU) a a x ' 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION'. SECTION VIEWS AND GLAZING DETAIL j DRFi1NN BY, DATE — ADE 10/10/13 DWG #:._..._............_i..REV..._.__....__-.-_. CWS-871 C SC —ALE: ---- SHEET 1:2 2 OF 5 PARTS LIST VENDOR 2 1 H-1699 lReinf. S.B.R./S.S.R, Keymark I Alum 3 H-1836 Meet. Rail, Fxd. ymark Alum 4 H-6052 Sash Top/Bot. Rail jiffron PVC 5 H-6048 Main Fr., SH, w/ Fin., PVC PVC 6 H�050 Sash Meet. Rail. PVC Mikron PVC 9 1 P-3029 IScreen Pull Tab I Summit 10 P-3033 IScreen Spring, SS I Hurley 11 P-3113 IScrew Support, PVC I Team Plastic I Rubber 12 P-3218 IScreen Frame I Allmetal I RollForm 13 P-3228 IScreen Spline, .155 Dia., Blk. I Dapa 16 1 P-3352 ISet. Blk., 85 Dur., 1/8" x 518" x 2" Lg.I FrankLowe I Rubber 17 P-3429 jWstp., 0.270 x .187 back FinSeal, G Ultrafab 18 1 P-3539 1#8 x 3/4" Square TEK 2 Zinc I Fastenal I Steel 19 1 P-4730 1#8 x 1/2" Truss PH TEK 2 Zinc I Fastenal I Steel 21 1 P-5250 ISpring Lock, Impact, PVC Interlock 22 1 P-4779 lRoller, Tandem M&M Nylon 23 1 P-4051 1#8 x 1 1/4 Ph FH TEK, Wht. Fastenal Steel 24 1 P-4069 Keeper, Impact, PVC Interlock zo I r•-4oses Aa x z vz rn iruse woo Ajax J[eel 27 P-4958 IRotary Lock Sullivan 21nc 28 P-4952 Keeper, Rotary Lock Sullivan Zinc 29 P-4959 Wstp., 0.420 x .187 back FinSeal, G Ultrafab 30 P-4633 BanelFastener Fastenal Steel 34 1 S-1776 lRoller Track Keymark Alum S-1999 Frame Hook,Head, Impact Keymark Alum S-2000 Panel Catch, Head, Impact Keymark Alum S-6005 Anti Lift Mikron PVC k S-6013 Scm. Adapt., w/ Nib, PVC Mikron PVC S-6014 Scm. Adapt., PVC Mikron PVC S-6063 Fixed Rail Cover Mikron PVC S-6064 Glazing Bead Mikron PVC 42 1 GLASS ISEE SHEET CARDINAL GLASS 43 1 IPurfect Glaze "H". SikaFlex 552 lHenkel/Sikal Silicone .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • • •I • • • • • • • •++ • • I - --- - 0 2 11r16" 1/16" 3 9116" � 2 1!8" � V16" O •••�• ••• ••• ••• ••• h_1 I .— • "T• • • • • • • • FIXED RAIL - 1836 • • 6VCfRFy4E=Lf,NGEf049 • L._.—___ •• • • • • • • • • • • PVC FRAME FIN-6048 • • • • ••• •• r-1 15116" -1 3/16"-' r---- 2 3116"-- - 9116' 4 T— 40 I L�l 1 5/8" 1 5/8" Q 1 5/8" LLL 111 L— PVC SASH MTG, RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER - 6063 ` rp 3/16" O O I 4......_.__ - 35 718 -1116" PLAN VIEW-1999 HEAD IMPACT HOOK- 1999 0 3/16" O T 36 5 8" 1/16" PLAN VIEW-2000 PANEL IMPACT CATCH - 2000 3116" r = --r{1), SCREW SUPPORT-3113 LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 33 1^ L 1/16" SASH MTG. RAIL-1497 3116"... w 3/4" S.B.R./S.S.R. - 1498 7J I PVC GLAZEBEAD - 6064 CORNER CONSTRUCTION ��77��77��jj��j�j �lyths�lyll//UU(y. WINDOW SYSTEMS l 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ',. WWW.CWS.CC ''.. CORNERWELD 8200 PVC (ALL SIDES) j 18 HORZ. SLIDER 151 26 \ FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 3l4" 15/16" W 1r1 2 SASH REINF. - 1699 7116' �, — 1 1/4"��—', 34 ROLLER TRACK - 1776 I7 -- L 38� 1/16" PVC SCREEN CATCH - 6013 5/16"--: I- 1 1/8" L 39) T —1/16" PVC SCREEN SUPPORT - 6014 9J16" 31 L" '=Ins'• GLAZE BEAD - 1112 318"- 1 5116"— i 37 - 1116" PVC ANTI -LIFT - 6005 IMPACT z azp F 0 W O Q W O p ZzOm? Oo zm I-- O OIO¢<=I-W Z z0 0—DUN �U� a ~ z ty -DQaNJ�WW ZiQ X _X I- u'�wN ELF- 0- of IL Z:Z— 9/22/2017 LUCAS A. TURNER P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-386-1574 j SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: DATE: ADE 10/10/13 DWG #r CWS-871 C scALe SHEET 1:2 3 OF 5 12112" MAX. O.C. (TYP.) 6" MAX. (TYP.)- 6" MAX. (TYP .) --- --1 17" MAX. O.C. (TYP.) . . ... . . . ... • • • • • • • • • -� f-- 3" (TYP.) • • SEE N(ST • • 4" MW. (iYP.) —--f---+8" MAX. O.C. (TYP.) r-3" (TY,• • • • • • • •4# MAX�(TYP.)-- • • • --• INST#ivI ATKJJ• • • • • • • gNCwop$(TY4.) • 00 s •� • • • • • O.C. P. ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) OTE 2 INSTALLATION ANCHOR (TYP.) NOTES: 1, INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, SILL ANCHOR SPACING SAME AS HEAD, 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5, 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5, INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 5. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE, INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1. SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMAlAAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE.'. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Q Z ig 4Z� H OWO wwoo Z WJO W ZO?~zF GU3:YU 'Sm I-W ZH'S�2 O OMO¢¢wp0 U UU�'ZG-H�d Z ZO D-jUN UUN �7o0LL H (n w LIt z v (1) 0 J In Lu D O wry woof F a f�a 000. RE 6y itp. No 58201 ©« STATE OF Su` z:7- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES '. DRAW N BV'. '., DATE: ". ADE 10/10/13 _.._ . .__..{ ,DWG#: ;REV.. CWS-871 C scA e; SHEET 1:20 4 OF 5 SUBSTRATE BY OTHER SEE TABLE 1 PERIMETER SEALANT - BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 • • ••• • • • ••• •• •• • • • •• •• • MIN. EMBEDMENT P�//' TYPICAL HEAD ANCHORAGE SEE >6ABLE 1 SUBSTRATE •••BY OTHERS ---MIN.EDGEDIST. •1/4f AK SViM--• SEE TABLE 1 MIN. EDGE DIST.SEE TABLE 1 • • • • • •,_SEE TABLE 1 BY OTHERS • w • • • • I ' SEE TABLE t '//1SEE TABLE 1IST. 114" MAr- MIN. EMBEDMENT SEE TABLE J • • INSTALLATION ANSI�R ----.... .- • SPE TABLC 1 • • • ••• • • • • • 114" MAX. SHIM • • • • • 114" MAX. SHIM MIN, EMBEDMENT SEE TABLE 1 q) VERTICAL SECTION 5 TYPICAL SILL ANCHORAG i EDGE DIST, TABLE 1 -PERIMETER SEALANT BYINSTALLER INSIDE AND OUT ---SEALANT BEHIND FLANGE BY INSTALLER B HORIZONTAL SECTION �5 / TYPIGAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS F TYPE ANCHOR TYPE MIN. EMB FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-112" FLAN 117 PCF MIN. 3116" ITW TAPCON7 FLANGE CONCRETE (2,85 KSI MIN.) 3/16" ELCO ULTRACON 1" 72-1/2" FLANGE GROUT -FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON 1-1/4" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 3/16" I1W TAPCON OR ELCO ULTRACON 1-3/8" 718 FLANGE 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KW IK-FLEX OR ITV TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 118" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2X MIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 112" MIN. EMBEDMENT SEE TABLE 1 VLytin�JC4l!//, WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 1 a Z <Z0 ---PERIMETER SEALANT 2 p Q W o 0 = Z BY INSTALLER INSIDE AND OUT W O Z O Z �F- Q Ul � } O IY � m Z 2 W =U ------- INSTALLATION ANCHOR Z O 2 Q(y O I- O'j < SEE TABLE T UO z: w (1)1~/7 Z 0- - SEALANT BEHIND FIN BY Z Z FF-- j C7 INSTALLER Z Q O :)0- Z C HORIZONTAL SECTION TYPICAL FIN ANCHORAGE a 2 0 0 W z 2 O 7-H O - HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q � V) U Z Uj WU- UU) W )0 WO W U7 a0 W O J U) I - a W0 wo>_ 10 a a uj3'a xz 0 — -- 9/22/2017 -- LUCAS A. TURNER, P.E. \ FL PE # 58201 J PERIMETER SEALANT- 1239 JABARA AVE. BY INSTALLER NORTH PORT, FL 34288 INSIDE AND OUT % p� HORIZONTAL SECTION PH 941 380-1574 - 5 BOX FRAME INSTALLATION §HEFT DESCRIPTION:_ - HEAD AND SILL SIMILAR FOR BOX INSTALLATION ! INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: oRAwN BY: onre AIDE 10/10/13 -MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DwG n,~i REV.: - — INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-871 C - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. scA E' SHEET 1:2 5 OF 5