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WS-18-2362
Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-9-18-2362 iii Permit Type Windows/Shutters e, r iii' Vork Classification: Window/Door Replacem Permit Status: APPROVED Parcel Number issue Da Expiration: 03/13/2019 Applicant 177 NW 105 Street Miami Shores, FL 33150-1243 1121360080100 Block: Lot: CARLOS PERIQUITO Owner Information Address Phone Cell CARLOS PERIQUITO 177 NW 105 Street MIAMI SHORES FL 33150-1243 Contractor(s) Phone FLORIDA HOME IMPROVEMENT (954)792-4415 Cell Phone Valuation: Total Sq Feet: $ 12,773.00 0 Type of Work: REPLACE 5 WINDOWS AND 1 DOOR No of Openings: 6 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $7.80 $2.40 $2.00 $2.60 $160.00 $12.00 $10.40 $197.20 Pay Date Pay Type Invoice # WS-9-18-68776 09/05/2018 Credit Card 09/14/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 147.20 $ 147.20 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I pertaining thereto and in strict conformity with the plan accepting this permit I assume responsibility for all w required for ELECTRICAL, PLUMBING, MECHANICAL OWNERS AFFIDAVIT: I certify that all the foregoin construction and zoning. Futhermore, I authoriz Authorized Signature: Owner / Applicant ' / Contractor / Agent ree to perform the work covered hereunder in compliance with all ordinances and regulations i g., statements or specifications submitted to the proper authorities of Miami Shores Village. In y either myself, my agent, servants, or employes. I understand that 'separate permits are S, DOORS, ROOFING and SWIMMING POOL work. to and that all work will be done in compliance with all applicable laws regulating r to sl_o_the work stated. September 14, 2018 Date Building Department Copy September 14, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-001551-2018 Permit Number. WS-9-18-2362 Scheduled Inspection Date: November 13, 2018 Inspector Naranjo, Ismael Owner. CARLOS E PERIQUITO Address: Project Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Window/Door Replacement 177 NW 105 ST Miami Shores, FL 331501243 Contractor. FLORIDA HOME IMPROVEMENT WAYNE THOMAS BURNETT Phone Number. Parcel Number. 1121360080100 Phone Number. 9547924415 Building Department Comments REPLACE 5 WINDOWS AND 1 DOOR Checklist Item General Comments Passed False Comments Passed Ezi Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -Inspection fee Is paid. Inspector Comments November 09, 2018 For Inspections please call: 305-762-4949 Page10of26 Miami Shores Village Building Department RECEIVE►g SEP 0-571118 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 b FBC 20rA BUILDING Master Permit No. ' u - 2,r3(oa PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL ['PLUMBING El MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I "1 '-I N. l 1.J 1 U 5 ,- r-e,e-)- City: Miami Shores County: Miami Dade Zia:. 2,2, iS-r) Foga/Pa►cel# 1 1 - i 4 L, - (-) 0 ce - c-) i c- c> Is the Banding Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:" Name (Fee Simple Titleholder): C a .t- 1 c, c, "Pe 1-- 'i e+, „•,-i-» Phone#: 2,vs - Address: 1 -7 --1 ICI (....> c r> S 41-0- e-i- City: T a rn S L•, o �P• State: 'F f Zip: -2;; t Tenant/Lessee Name: N/A Phone#: N/A Email: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Address: 4070 SW 30 AVE city: HOLLYWOOD QualifierName: WAYNE T. BURNETT State: FL Phone* 9547924415 zip: 33312 State Certification or Registration #: CGC061890 DESIGNER: Architect/Engineer: N/A Address: N/A Value of Work for this Permit: $ IZ a Z ) Phone#: Certificate of Competency #: Phone#: N/A nty: N/A Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Description of Work: REPLACE S e State: N/A zip: N/A Repair/Replace ❑ Demolition <,( I cI c rN Tr - Specify color o color rhru "tile: Submittal Fee $_ , Permit Fee $' , (ry' CCF $ CO/CC $ Scanning Fee $ Radon Fee $ 2 • DBPR $ 2. • q ( Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ I (13 • 20 Bonding Company's Name (if applicable) N/A Bonding Company's Address NIA Oty NIA State N/A Mortgage Lender's Name (if applicable) NIA Mortgage Lender's Address N/A city N/A Zip N/A State N/A =p N/A 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, AIRCONDITIONERS, ETC..... OWNER'S AFFIDAVIT: 1 certify that allthe 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 o copy of the notice of commencement and construction lien law brochure will be delivered to the person whoseficopyofof property Is to attachment. Also, a certfied the recorded notice commencement must be posted at the job site for"the first inspection wh►ch occurs seven (7) days after the building permit is Issued. In the absence of such posted notice, the inspection will not be approve and a reinspection fee will be charged. Signature or GENT The foregoing instrument was acknowledged before me this c> day of A�c) v S 4- me or'who has produced , 20 l 1g , by nto identification and who did take an oath. NOTARY PUB • Sign: Print Seal: APPROVED BY (Keviisedo2/24/z014y CTOR The foregoing Instrume t was acknowledged before me this .90 day of IiJC7: V as me or who has: produced by nown to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Se MY COMMISSION # GG095745 EXPIRES April 19, 2021 as «*s*a*s**********a***s*****s*******ssss**sssss********** Plans Examiner Structural Review Zoning Clerk i Miami Shores Viiiage 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). Acknowledg Qualifier • 7 . er ignature Date Print Name Property Search Application - Miami -Dade County 41, �OFFICE OF THE PROPERTY �.APPRAISER Summary Report Property Information Folio: 11-2136-008-0100 Property Address: 177 NW 105 ST Miami Shores, FL 33150-1243 Owner CARLOS E PERIQUITO &W MARCIA Mailing Address 177 NW 105 ST MIAMI SHORES, FL 33150-1243 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 / 1 / 2 Floors 1 Living Units 1 Actual Area 1,516 Sq.Ft Living Area 1,153 Sq.Ft Adjusted Area 1,348 Sq.Ft Lot Size 9,150 Sq.Ft Year Built 1949 Assessment Information Year 2018 2017 2016 Land Value $196,886 $196,886 $164,440 Building Value $93,983 $93,991 $93,999 XF Value $394 $398 $403 Market Value $291,263 $291,275 $258,842 Assessed Value $138,606 $135,756 $132,964 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $152,657 $155,519 $125,878 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description DUNNING MIAMI SHORES EXT 4 PB 48-20 LOT 10 BLK 204 LOT SIZE 75.000 X 122 OR 15888-0804 0493 1 Page 1 of 1 Generated On : 8/22/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $88,606 $85,756 $82,964 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $113,606 $110,756 $107,964 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $88,606 $85,756 $82,964 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $88,606 $85,756 $82,964 Sales Information Previous Sale Price OR Book -Page Qualification Description 04/01/1993 $70,000 15888-0804 Sales which are qualified 05/01/1978 $43,000 10057-1254 Sales which are qualified 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/propertysearch/ 8/22/2018 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 Congratulations! With this license you become one of the nearly one million Floridians licensed by. the. Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, 'please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! STATE OFLORIDA DEPARTMENT OFBUSIN $sFAD PROFESSIONAL REGULATION , CGC061890 } ISSUED:08/08/2018 GENERALCONTRACTOF gym, BURNETT; WAYNE THOMAS� — 'FLORIDA NOME-IMPROVEMENT ASSOCIATE ��*� nature ., is LICE -E� U • • APTER�84, FLORIDASTATUTES EXPIRATION DATEAU 1; 2020 - .:' BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 - 954-831-4000 VALID OCTOBER 1, 2018 THROUGH SEPTEMBER 30, 2019 DBA: Business Name'FLORIDA HOME IMPROVEMENT ASSOCIATES INC Owner Name: WAYNE T BURNETT Business Location: 4060 SW 30 AVE FT LAUDERDALE Business Phone: 954-792-4415 Rooms seats Employees 2 Receipt #:GENE1272 ° CONTRACTOR (GENERAL Business Type:CONTRACTOR (HOME IMPRV) Business Opened:01/01/2006 State/County!Cert/Reg:ccco 61890 Exemption Code: Machines Professionals For Vending Business Only Number of Machines: Vendine Tvee: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0 00 0,00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: WAYNE T BURNETT 4060-4070 SW 30 AVE HOLLYWOOD, FL 33312 This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. 2018 - 2019 Receipt *03C-17-00004998 Paid 08/30/2018 27.00 P:qh (CCp-GCpi) V (mph) 175 1620 FBC for HVHZ, or Fig. 26.5-la Risk Category II Table 1.5-1, page 2 Exposure C Section 26.7 Kd 085 Table 26.6-1, page 250 Kn 1 Figure 26.8-1, page 252 GCpi 0.18 -0.18 0.55 pitch of roof 3/12 14.0 degrees theta 14.0 degrees 0 Specialty Engineering Consultants, Inc. 1599 SW 30 Avenue, Suite #20 Boynton Beach, FL 334326 FL. CA # 009217 Intstuctions and limitations of Use • • ••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • •. • • • • • • • • Wind Veloches in South Florda • • • d, Broward Palm Beach • • jtrskgai 1 • • • • •E (i5 156 156 Low risk to humans (farms, sheds) 'sk Cat. 7 • • 17% 170 170 Single Family Residences ,ssk•at. ik4 • • 18q 180 180 Essential Facilities • • • • • R �Q o5 ISO S 1 Charts provide wind pressures based on the mean roof height. And shall not exceed 60'-0". 2 Design pressures are for an enclosed builirding (shutters or other impact resistance protection required). 3 User shall determine the meae roof fyighte( Eavesareighte Roof PglI • • 4 End zone distance is the lelsor of 101b of l.ngtl 101 of •idtfrpr 4e% of the•nean roof height and not less than 3'-0" 5 If 50% of a component is in a larticullf !bilk then 9* collapoalent AUnsideredlto be in zone with the majority of the area. If questionable then place in Zone 5 6 Each component, window, door,•nullPn his a (AbutaiR.dithat sarea to be uses Area of components to rounded down but shall not be less than 10 sf. 7 For NOA's that require a KcL LOThentult�ly t�s 1�4te er by l.1 . • 8 • Wind pressures are based on J Iowa a stress design. 9 Design pressures listed herein are valid for Exposures B and C and exposure D. (max roof height 30') 10 Charts and values listed herein are only valid when signed, dated, and sealed by Gary McDougle, PE #56214 or Mark LeBlanc, PE #35683 or Adam D. LeBlanc, PE#77012 11 Wind design pressures are calculated in accordance with ASCE 7-10, Method 2. This calculation is valid for FBC 2014 (5th edition) and 2017 (6th edition) 12 No reduction is taken for slopes less than 10 degrees. Mean Roof Height Arca of component Arca ofcomponent Area ol'componaa Area of component Arca of component Area ofcomponem Area ofcompement Arca ofwmponent Area of component Area of component Arca of component 10.0 sf 15.0 sf 20.0 sf 25.0 sf 30.0 s1' 35.0 sf 40.0 s1' 45.0 sf 50.0 sf 55.0 sf 60.0 sf Zone 4 Zone 5 ne 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 15 40.1 -43.4 40.1 -53.6 _ 38.8 -42.2 38.8 -51.3 38.4 -41.8 38.4 -50.6 37.9 -41.4 37.9 -49.8 37.5 -41.0 37.5 -49.0 37.1 -40.6 37.1 -48.3 36.7 -40.2 36.7 -47.5 36.2 -39.8 36.2 -46.8 35.8 -39.4 35.8 -46.0 35.4 -39.0 35.4 -45.2 35.0 -38.6 35.0 -44.5 16 411.6 -44.0 40. -54.4 39.3 -42.8 39.3 -52.0 38.9 -42.4 38.9 -51.3 38.4 -42.0 38.4 -50.5 38.0 -41.6 38.0 -49.7 37.6 -41.1 37.6 -48.9 37.2 -40.7 37.2 -48.2 36.7 -40.3 36.7 -47.4 36.3 -39.9 36.3 -46.6 35.9 -39.5 35.9 -45.8 35.4 -39.1 35.4 -45.1 17 41.1 -44.6 41.1 -55.1 39.8 -43.4 39.8 -52.7 39.4 -42.9 39.4 -51.9 38.9 -42.5 38.9 -51.1 38.5 -42.1 38.5 -50.4 38.1 -41.7 38.1 -49.6 37.6 -41.3 37.6 -48.8 37.2 -40.8 37.2 -48.0 36.8 -40.4 36.8 -47.2 36.3 -40.0 36.3 -46.4 35.9 -39.6 35.9 -45.7 18 41.6 -45.1 41.6 -55.7 40.3 -43.9 40.3 -53.3 39.9 -43.5 39.9 -52.6 39.4 -43.0 39.4 -51.8 39.0 -42.6 39.0 -51.0 38.5 -42.2 38.5 -50.2 38.1 -41.8 38.1 -49.4 37.7 -41.3 37.7 -48.6 37.2 -40.9 37.2 -47.8 36.8 -40.5 36.8 -47.0 36.3 -40.1 36.3 -46.2 19 42.1 -45.7 42.1 -56.4 40.8 -44.4 40.8 -54.0 40.3 -43.9 40.3 -53.2 39.9 -43.5 39.9 -52.4 39.4 -43.1 39.4 -51.5 39.0 -42.7 39.0 -50.7 38.5 -42.2 38.5 -49.9 38.1 -41.8 38.1 -49.1 37.6 -41.4 37.6 -48.3 37.2 -41.0 37.2 -47.5 36.7 -40.5 36.7 -46.7 20 42.6 -46.2 42.6 -57.0 41.2 -44.9 41.2 -54.5 40.7 -44.4 40.7 -53.7 40.3 -44.0 40.3 -52.9 39.8 -43.6 39.8 -52.1 39.4 -43.1 39.4 -51.3 38.9 -42.7 38.9 -50.5 38.5 -42.3 38.5 -49.7 38.0 -41.8 38.0 -48.9 37.6 -41.4 37.6 -48.1 37.1 -41.0 37.1 -47.2 21 43.0 -46.6 43.0 -57.6 41.6 -45.3 41.6 -55.1 41.2 -44.9 41.2 -54.3 40.7 -44.4 40.7 -53.5 40.3 -44.0 40.3 -52.6 39.8 -43.6 39.8 -51.8 39.3 -43.1 39.3 -51.0 38.9 -42.7 38.9 -50.2 38.4 -42.3 38.4 -49.4 38.0 -41.8 38.0 -48.5 37.5 -41.4 37.5 -47.7 22 43.4 -47.1 43.4 -58.1 42.0 -45.8 42.0 -55.6 41.6 -45.3 41.6 -54.8 41.1 -44.9 41.1 -54.0 40.7 -44.4 40.7 -53.2 40.2 -44.0 40.2 -52.3 39.7 -43.6 39.7 -51.5 39.3 -43.1 39.3 -50.7 38.8 -42.7 38.8 -49.9 38.4 -42.2 38.4 -49.0 37.9 -41.8 37.9 -48.2 23 43.8 -47.5 43.8 -58.7 42.4 -46.2 42.4 -56.2 42.0 -45.8 42.0 -55.3 41.5 -45.3 41.5 -54.5 41.0 -44.9 41.0 -53.7 40.6 -44.4 40.6 -52.8 40.1 -44.0 40.1 -52.0 39.6 -43.5 39.6 -51.2 39.2 -43.1 39.2 -50.3 38.7 -42.6 38.7 -49.5 38.3 -42.2 38.3 -48.7 24 44.2 -48.0 44.2 -59.2 42.8 -46.6 42.8 -56.7 42.3 -46.2 42.3 -55.8 41.9 -45.7 41.9 -55.0 41.4 -45.3 41.4 -54.1 40.9 -44.8 40.9 -53.3 40.5 -44.4 40.5 -52.5 40.0 -43.9 40.0 -51.6 39.5 -43.5 39.5 -50.8 39.1 -43.0 39.1 -49.9 38.6 -42.6 38.6 -49.1 25 44.6 -48.4 44.6 -59.7 43.2 -47.0 43.2 -57.2 42.7 -46.6 42.7 -56.3 42.2 -46.1 42.2 -55.5 41.8 -45.7 41.8 -54.6 41.3 -45.2 41.3 -53.8 40.8 -44.7 40.8 -52.9 40.3 -44.3 40.3 -52.1 39.9 -43.8 39.9 -51.2 39.4 -43.4 39.4 -50.4 38.9 -42.9 38.9 -49.5 26 45.0 -48.8 45.0 -60.2 43.5 -47.4 43.5 -57.6 43.1 -47.0 43.1 -56.8 42.6 -46.5 42.6 -55.9 42.1 -46.0 42.1 -55.1 41.6 -45.6 41.6 -54.2 41.2 -45.1 41.2 -53.4 40.7 -44.7 40.7 -52.5 40.2 -44.2 40.2 -51.6 39.7 -43.7 39.7 -50.8 39.3 -43.3 39.3 -49.9 27 45.3 -49.2 45.3 -60.7 43.9 -47.8 43.9 -58.1 43.4 -47.3 43.4 -57.2 42.9 -46.9 42.9 -56.4 42.4 -46.4 42.4 -55.5 42.0 -45.9 42.0 -54.6 41.5 -45.5 41.5 -53.8 41.0 -45.0 41.0 -52.9 40.5 -44.6 40.5 -52.0 40.0 • -44.1 40.0 -51.2 39.6 -43.6 39.6 -50.3 28 45.7 -49.5 45.7 -61.2 44.2 -48.2 44.2 -58.5 43.7 -47.7 43.7 -57.7 43.3 -47.2 43.3 -56.8 42.8 -46.8 42.8 -55.9 42.3 -46.3 42.3 -55.1 41.8 -45.8 41.8 -54.2 41.3 -45.4 41.3 -53.3 40.8 -44.9 40.8 -52.4 40.4 -44.4 40.4 -51.6 39.9 -44.0 39.9 -50.7 29 46.0 -49.9 46.0 -61.6 44.6 -48.5 44.6 -59.0 44.1 -48.0 44.1 -58.1 43.6 -47.6 43. -57.54^ r 1 ! 7:1>'i s p4 '1r 1E?56.3` - 2.6 66 42.6 -55.5 42.! -46.2 42.!T -54.6 4176 ' -45.7 41.6 -53.7 41.1 -45.2 41.1 -52.8 40.7 -44.8 40.7 -52.0 40.2 -44.3 40.2 -51.1 30 46.3 -50.3 46.3 -62.1 44.9 -48.9 44.9 -59.4 44.4 -48.4 44.4 -58.5 43.9 -47.9 43.0 -57.5 -- 31 19-4- 42A 11.9 41.4 12.4 11A 41.9 -54.1 41.4 -45.6 41.4 -53.2 40.9 40.9tit, -45.1 ,,+$2�3 111401511:,,, 40.5 j44.6 9 -174, -47.4 -56.8 W la.r-4').b S -1G55?Ss V I1;46.Sj e -55.0 -46.0 WISUBJECT t }� r APPROVED BY DATE ..,, , 11.3, `:5,� . �- STATE • ; r �•U N. V ! & / "" 77012 `.1 o . F ••' .••' r\�` ZONING DEP BLDG DEPT th `/7 �2 / TO COMPLIANCE WI i H ALL FEDERAL cTAGF A� C Cn 1NTY 1'_'LFS ?ID REGULATIONS 1h IV �1. �t1, 1y2j1l11111111t11Nt • 00 CNI 00 ro y VI 0 00 00 N N. IJ cd er w a. • • ••• • • • ••• •• •• • • •• • •• •• • • • • . •• •• •• •• • • • •• • . • •••• •• • • • • . • • • ••• • • • • ••• • • • ••• • • •• • • •• • •• • •• • • • • • • • • • • •• • •• • • • • • • •• • •• •• • • • • •• •• • •• •••• • •• • • • •• ••• •• •• Q GARAGE 106 3/4 X 85 (+/-60) FL 11103.1 • • •• • • TV ROC F.9 DINING SGD HS��-�� xG 36 3/4 X 57 (+/-60) FL 16736.1 ENTRY • IN • 7•.+ 4 �-0 • •6 • • • ••• •• BATH ab ®S� 36 3/4 X 57 (+/-70) FL 16177.1 SH {( J 3� KIT L,I NG BATH ® SH 36 3/4 X 57 BEE ? (+/-70) FL 16177.1 BED i 37 X 57 (+/-60) FL 16736.1 (9'L HS V-D 4 EravA4- `S . 3LR 76 X 57 (+/-60) FL 16736.2 1/4/2018 Florida Building Code Online FLORIDA: OBPARTM®NT OF Business Professional Regulation Florida rYai•mAtist=r41 �OF_THE SECRETARY BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Product Approval USER: Public User product Approval Menu > Product or Application Search > Application I isj > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL11103-R3 Revision 2017 Approved C3 Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc Exterior Doors Sliding Exterior Door Assemblies • • • • • • • • ••• • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •) • • • • • • • •• •• • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE C Validation Checklist - Hardcopy Received Certificate of Independence FL11103 R3 COI EvalReoort298C.odt Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXOwtDgttaGslp3GvutOCRBKBPq%2fDeme022TXmED%2fdomMlgZbLg%3d%3d 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/28/2017 09/29/2017 10/02/2017 12/12/2017 7FL # Model, Number or Name Description 11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, DP = +/- 60 psf, Max. panel size 4' x 8'. Config. include OXXO, OXO, OX, XO. Glass complies to ASTM E1300-04. Installation Instructions FL11103 R3 II CWS-298C.Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL11103 R3 AE EvalReoort298C.pdf Created by Independent Third Party: Yes Next • • • • • Contact (.1g :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487 1824 • • • • • • • • • • • • • •• • • • • • • • • • The State of Florida is an AA/EEO employer. Lpovriaht 2007-2013 State of Florida :: private Statement :: Acifialfiliritatement :: Jtgfund Stateme•nt • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to 4gyjifj-records regiieet• fJp not send algctrli'nit: mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please•ontact 81i0.487.134)5. *Pursyant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the l9pailnent with anie•uikaddress if trayM.• one. The emaile provided may be used for official communication with the licensee. However email addresses are public r Ppe• cord. If you do not wish to supply a sona• address, please provide the Department with an email address which can be made available to the public. To determlt,! totare a lice%sle urft:Chaptert9S,1!4, please click hug. • • • • • • • Product Approval Accepts: iCheck Credit Card Safe securitvmETi&ics' • • • • a • • • • • • • • • • • • • • • • • • • •• • •• • • • • •• • •. • https://www.flolidabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGslp3GvutOCRBKBPq%2fDeme022TXmED%2fdomMlgZbLg%3d%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 298C August 28, 2017 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max. 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 61 G20-3.005 (4). This product complies with the requirements of the 6`h 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 Port, FL 2) Approval drawing CWS-298C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3956-1 and -1A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2008, and ASTM E 1886/1996 2005 4) Supplemental Calcs. to support CWS-298C, signed and sealed by Lucas A. Turuer, P.'..... • • • • ••• • • •• • • • Installation: Units must be installed according to approval document CWS-2980 • •. • • • •••• •••• Limitations of Use: This product: • • May be used in up to 48 7/8" x 93 1/2" panel sizes (96" max. door height),. i Jglass types.aud max. glass daylight sizes as shown in CWS-298C . . • • • 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) SentryGlas Interlayer per Miami -Dade NOA #14-0916.11 t • . • • • • • Requires Quanex (Mikron) white rigid PVC framing per NOA #17-0206.10t • • 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 fmancial 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 2017-08-30 16:05+20:00 • • • • • • • • •••• • • • • • • 9 • • ••• • • • ••• •• •• • • • •• •• • • • • •• • • • • • • . • • • • • • • • • w • • • SLIDING GLASS DOOR - IMPACT 48 7/8" MAX PANEL WIDTH 191 1/8" MAX UNIT WIDTH A • • • • • • • ••• • • • • • -...-- 41 3/4" —: GLASS DLO NIT EIGHT 93 MAX PANEL HEIGHT /2" B 86 GLASS DLO 3/8" 0 X a X 17> 0 1 Ir: / 48 7/8" MAX PANEL WIDTH 145 13/16" MAX UNIT WIDTH 96" MAX UNIT HEIGHT 93 MA PA HE /2" D X VEL IGHT 0 41 3/4" GLASS DLO 0 X 1 p GLASS DLO 0 0 C TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 SECTION VIEWS OXXO & GLAZING DETAIL 2 SECTION VIEWS OXO & XO 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 CIA • •• • • • • • • • • • • • • • • • • • • • • • • GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO • eOMPt WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND • RAIN) FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY YURRICAME ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. • • • 2'laC1ZINi`i DETAIL: (SEE SHEET 2) 3. APPROVED CONFIGURATIONS: "OXXO", "OXO", "XO", "OX" • • • • •4fDF fUti PRESSURES: • -N CATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS 0 v • • TABLES ASTM E-1300-04e01/09. PQQ I?WE DESIGN LOADS BASED ON TESTED PRESSURE, WATER • • • • • • • • INFLTRATION TEST PRESSURE, AND GLASS TABLES 96" MAX UNIT 48 7/8" MAX PANEL WIDTH WIDTH 1 M" AAX 'NIT 'EIGHT 9MAX PANEL HEIGHT E II 41 41 3/4" GLASSDLO I, GLASS DLO 0 X II a 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 INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8. SERIES / MODEL DESIGNATION: SGD-8900. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X=OPERABLE SASH, O=FIXED SASH. 10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 11. EXTERNAL WEEP SLOT = 1/4 x 1" LOCATED 4' FROM BOTH ENDS. LucasTurne 2017-09-22 12:26-04:00 CONFIG. MAX. UNIT SIZE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING XO 96" x 96" LARGE MISSILE IMPACT (-o PSF OXO 41 ' 5-13/16" x 9'+0 48-7/8" x 93-1/2" OXXO 191-1/8" x 96" WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT PROPRIETARY AND CONFIDENTIAL NpREW P No 58201 ••'1�T. Ili), STATE OF le` 6'.1ONA� E4;: 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 06/03/08 DWG#: REV.: CWS-298 C SCALE: 1:33.33 SHEET 1 OF 6 • . ••. . • . •.. .. .• •• .• . •. .. . • •• . •. . •. •. •• • • . •. •... • . • . •. •. • •. . • • • . ..• •. • . •.. SECTION B-B SECTION C-C FIXED PANEL ATTACHMENT NOTE: INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. PAIR OF SEE SHT CHORS AT EACH CLIP. FOR SPACING QUANEX DURASEAL IG SPACER 1" OVERALL 3/16" TEMPERED 3/8" AIRSPACE 7/16" LAMINATED GLASS 3/16" ANNEALED GLASS .090 SENTRY GLASS IONOPLAST INTERLAYE —3/16" ANNEALED GLASS PURFECT GLAZE "H' SIKAFLEX 552 13/16" GLASS BITE LOCKS PER FBC 2411.3.3.11 ®/»r% WINDOW SYSTEMS [1�,I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: SECTION VIEWS - OXXO AND GLAZING DETAIL DRAWN BY: ADE DATE: 06/03/08 DWG 8: REV.: CWS-298 C SCALE: 1:2.63 SHEET 2 OF 6 • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • • • ••• . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • Lkl • ri1 • .i, • SECTION D-D SECTION E-E • • • • NOTES; 1. ITEMS NOT SHOWN FOR CLARITY: 10, 26-32 2. VERTICAL SECTION CAN BE SEEN ON SHEET 2. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: SECTION VIEWS - OXO AND XO/OX DRAWN BY: ADE . DATE: 06/03/08 DWG#: REV.: CWS-298 C SCALE: 1:2.63 SHEET 3 OF 6 PARTS LIST ITEM 'PART NO. DESCRIPTION VENDOR MATERIAL 1 H-6042 FRAME, MAN, SGD MIKRON PVC 2 S-6040 THRESHOLD/FLLER, SGD MIKRON PVC 3 S-1722 SUPPORT BLOCK, FIXED, SGD KEYMARK ALUM 4 H-6059 PANEL TOP/BOTTOM RAL, SGD MIKRON PVC 5 H-6059 PANEL SIDE RAL, SGD MIKRON PVC 6 H-6033 PANEL, INTERLOCK, FD(ED MIKRON PVC 7 H-6060 PANEL, INTERLOCK, OPERABLE MKRON PVC 8 H-6061 INTERLOCK, SNAP -ON MKRON PVC 9 H-6043 ASTRAGAL, SGD, MKRON PVC 10 P-3142 ROLLER, TANDEM SULLIVAN STEEL 11 P-3342 SEAM SEALER, SM-5504 SCHNEE 12 P-3039 SET. BLOCK, 85 DUR. 1/8" X7/8" X2" FRANK LOWE RUBBER 13 P-3438 SKAFLEX552 OR PURFECT GLAZE "H" SIKA/HENKEL 14 P-3429 WSTP., 0.270 X.187, BACK FINSEAL ULTRAFAB 15 P-3539 #8 X3/4" QUAD PHLIPS, TEK FASTENAL ZINC 16 P-3557 #10 x 2, HEXI-IEAD, TEK FASTENAL ZINC 17 P-3752 CAP PLUG, 1/2" HOLE M&M NYLON 18 P-3767 #10 X 1" HEX WASHER HEAD, TEK FASTENAL ZINC 19 P-3789 LOCK & HANDLE KIT, PVC, SGD AMESBURY STEEL 20 P-3792 3/4" KEEPER AMESBURY SS 21 P-3793 MORTISE LOCK HS&D SS 22 P-4136 #10 x 2, PAN HEAD PHL, SMS FASTENAL STEEL 23 S-1775 REI'IFORCEMENff, ALUM. PANEL KEYMARK ALUM 24 H-1993 REI4FORCEMENT, ALUM. PANEL KEYMARK ALUM 25 P-4295 FIXED PANEL CLIP KEYMARK ALUM 26 S-1597 COVER, FDIED PANEL CLIP KEYMARK ALUM 27 S-1930 PANEL TRACK, ALUMINUM, SGD, SLL KEYMARK ALUM 28 S-1726 REIIFORCEMENT, ASTRAGAL, SGD KEYMARK ALUM 29 S-1737 HIGHRISE SLL, ALUMINUM KEYMARK ALUM 30 S-6037 GLAZING BEAD 1.00", SGD MIKRON PVC 31 S-6041 TRACK, SCREEN, SGD MIKRON PVC 32 S-6046 SUPPORT WELD, SGD MIKRON PVC 33 GLASS (SEE SHEET2) 34 H-6044 SCREEN CHANNEL MIKRON PVC 35 S-6045 SCREEEN ADAPTOR MKRON PVC 36 P-4278 WSTP., 0.2" X1.25" DUST PLUG ULTRAFAB 37 S-1764 SLL THRESHOLD COVER (8900) KEYMARK ALUM 38 P-4366 WSTP., 1" X7.1" X0.7" DUST PLUG ULTRAFAB 39 P-3302 WSTP., 0.330" X0.187" BACK FIN ULTRAFAB 40 P-4479 WEEP HOLE COVER SULLIVAN PVC 3 3/8"� 51/16" 1=7C=1 1/8" PVC ASTRAGAL - 6043 REINF. - 1726 1/2" --{ J PVC SCREEN ADAPTOR -6045 • • ••• • • • ••• • •• • 11• • •• ••• •• •• • • •• • •• ••• ••• • . • • •• •• • • •• •• • •• • • • ••. • • • ••• 515/16" 1 7II/8" IL ••i • f• • • • • } •• I• • • • • • • • ;211/y6e • • t • • • �1 t/8" r1 3 9/16" PVC OUTER FRAME -6042 •• • • • •• ••• 1 7/8"� • • • •• • 1/8" .7/811 1 5/8" REINF.- 1993 •• •• •• •• 3 9/16" 1 1 3 9/16" 1/8" 1/8" PVC PNL INTERLOCK - 6060 PVC PNL LOCKSTILE - 6059 PVC PNL INTERLOCK - 6033 PVC INTERLOCK SNAP - 6061 FIXED PNL CLIP - 4295 FIXED PNL COVER - 1597 2 11I16" 1 3/8" 13/16' 1/16' ROLLER TRACK - 1930 SILL THRESH COVER -1764 PVC SCREEN CHANNEL - 6044 PVC TRACK FILLER - 6040 2 1/8" 1/16" FIXED PNL SUPPORT - 1722 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. 115/16"� REINF. - 1775 FRAME CONSTRUCTION FRAME CORNERS SCREWED TOGETHER 1:10 cogon ti WINDOW SYSTEMS n 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 8900 PVC SLIDING GLASS DOOR - IMPACT VENT CONSTRUCTION VENTS FULLY WELDED 1:10 HIGHRISE - 1737 2" PVC WELD SUPPORT - 6046 7/16" 5/8" PVC GLAZING BEAD - 6037 9/16" 1/16" PVC SCREEN TRACK - 6041 PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: BOM AND EXTRUSIONS DRAWN BY: ADE DWG#: CWS-298 SCALE: 1:2 DATE: 06/03/08 REV.: C SHEET 40F6 • • ••• • • • •. •. • •• • •• •• • • • • • • •• •. • • •• •. • • • • . • • •. •• • • • 6" MAX. (TYP) 6" MAX. r ITYP) -I 12 MAX O.C. I (TYP) •w• • ••. • • • r_�- ••, 8" (TYP) iP) •• ••• • • . ••• • • • 1 1 1 1 1 1 1 11 I. i . • • _ / '.‘• • •••• •_` •• • • • • • •• • • 1 1 • ••• • •• ••• •• • • •• • • • • • • • •• • • ••• •• 8" MAX. TYP) 1, O.C. - \ / / NOTES: 1. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ'D 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 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 6. 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 6. 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: 2" 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 TABLE 1, SHEET 6. 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), FMA/AAMA)WDMA 300(EXTERIOR DOORS). WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT PROPRIETARY AND CONFIDENTIAL 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 DRAWN BY: ADE DATE: 06/03/08 DWG#: REV.: CWS-298 C SCALE: 1:20 SHEET 5 OF 6 TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT DO NO7 COVER WEEP HOLES SUBSTRATE BY OTHERS SEE TABLE 1 SFAI ANT UNDER SCREW HEAD BY INSTALLER MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 INTERIOR SFAI ANT BETWEEN SILL RISER AND FRAME BY INSTALLER MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • •• •• • • • • •• • ••• • • • • •• •• • • • • • • ••• • • • • ••• 1/4' MAX SHIM • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • ••• • •• • • • •• ••• •• • • • •• • • • • • ••• ell • MIN. EMBEDMENT SEE TABLE 1 2 7/16" MIN. MIN. EDGE DIST. SEE TABLE 1 PERIMETER SFAI ANT BY INSTALLER INSIDE AND OUT TABLE 1: APPROVED INSTALLATION FASTENERS SU ANCHOR TYPE MI T. CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1" 3" CO 3/16" ELCO ULTRACON - " f� HOLLOW OR GROUT-FLLED CMU (117 PCF MN.) 3/16" MN TAPCON 1" 3" HOLLOW OR GROUT-FLLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" 2XMIN. SOUTHERN PINE (G=0.55) 3/16" TTW TAPCON 1-3/8" 1" 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 1" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MN) #10-16 HLTI KWIK-FLEXOR ITW TEKS SELF-DRLLNG SCREW FULL THREAD THRU 0.060" 7/16" 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" FDXED PANEL CLP ANCHORS INTO: CONCRETE (2.0 KSI MIN.) OR HOLLOW OR GROUT-FLLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 3" FIXED PANEL CLP ANCHORS INTO: CONCRETE (2.85 KSI MIN.) OR HOLLOW OR GROUT-FLLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" SUBSTRATE BY OTHERS SEE TABLE 1 06 BB HORIZONTAL SECTION 12" — 17 7/8" - MAX. O.C. FIXED PANEL CLIP CLIP ANCHORS MUST BE LOCATED A MINIMUM DISTANCE OF 3" AWAY FROM ANY MAIN FRAME - ANCHOR. INSTALLATION ANCHOR (TYP) 0 FIXED PANEL CLIP DETAIL NOTE: FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE, MIN. EMBEDMENT AND MIN. EDGE DISTANCE LISTED IN TABLE 1. TYPICAL JAMB ANCHORAGE INSTALLATION ANCHOR SEE TABLE 1 TWO ANCHORS PER FIXED CLIP THROUGH PRE -DRILLED HOLES 1/4" MAX SHIM 6 O HORIZONTAL SECTION FIXED PANEL ANCHORAGE FIXED PANEL MIN. EMBEDMENT SEE TABLE 1 FIXED PANEL EDGE DIST. SEE TABLE 1 Cllartom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8900 PVC SLIDING GLASS DOOR - IMPACT PROPRIETARY AND CONFIDENTIAL 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: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 06/03/08 DWG#: REV.: CWS-298 C SCALE: 1:2.67 SHEET 6 OF 6 1/4/2018 Florida Building Code Online FLORIOA OQPARTMONT or Business Professional Re • ulation dbdl6 roamt=m r C)FFI X$ECRETARY� Y BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts Product Approval USER: Public User product Annroval Menu > product or Application Searcy > Application List > Application Detail FL # Application Type Code Version Application Status 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) Jay Lathrop FL16736-R2 Revision 2017 Approved 0 Publications I FBC Staff I BCIS Site Map I Links I Search Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Kevin Pine .••. kpine@cws.cc • • • • • •• • • •• • • • •••• • 1900 SW 44th Ave • Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • •• • •• • • • • •• • • • • • • • •. • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL16736 R2 COI EvalReoort871C.odf 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 • Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2fIZm6TgPohLz6ontOd5HABPugYUIX1zzFJrTCXA%3d%3d 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 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 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL16736 R2 II CWS-871C.Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R2 AE EvalReport871C.pdf Created by Independent Third Party: Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions •••• FL16736 R2 II CWS-8Ci4C.Dig • • Verified By: Lucas A. Twiner 58101 • Created by Independent Third Party: Yes • • • • • • Evaluation Reports •••• FL16736 R2 AE EvalRep ii1 6BC.odf • • • Created by Independent 1-1444 Party: Yes.... • • • • • • •••• •••• Back Next • • •• •• • • • • • • • •• • • • • • • • • • • • • • • Contact ill :: 76ni Rlair Stone Road. Tallahassee FI 3719,4 phone: 850-48'j.-1824• • •• • ••• • The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida :: privacy Statement " Ac{yssibility Statement*:; ruieStatement 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 pubic record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: • gin eCheck EM Credit Card Safe securitvMETkicti' https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2fIZm6TgPohLz6ontOd5HABPugYUIX1zzFJrTCXA%3d%3d 2/2 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 61 G20-3.005 (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 Port, FL 2) Approval drawing CWS-871C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1, -1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, ?.02, 203 `94, ASTM E 1886 '02/04/05, ASTM E 1996 '04/06/09, and AAMA/WDMA/GSA • • • • • • • • • ••• • • •• • 4) Supplemental Calculations to support CWS-871C, signed and sealed by Li&'aSW Turnef,T.E. 101/I.S.2/A440 '08 •••• •••• Installation: Units must be installed according to approval document CWS-871 C, • • • • • • • • • • • Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871C. . . • 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. 16-1117.021 • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206. l Ot 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 fmancial interest in any other entity involved in the testing or approval process of this product. Lucas Turner 2017-08-30 16:09+20:00 8/29/2017 Lucas A. Turner, P.E. FL PE #58201 • • ••. • •• •• . • • • • • • • •• •• •• • •• •• • .•• • • • • • • • • •• • •• . • •• • • • • • . • • • • • • GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMPACT 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 • • •• • `S RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED • • • • • • • • • • W ASTM E 1996 PER THE FBC. • •• • • ••• • 75 1/4' MAX. OVERALL FLANGE WIDTH 33' GLASS DLO • • • • • • • 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "OX", "XO". 74" MAX. UNIT WIDTH • • • • • • • • • • • I • • 4. DESIGN PRESSURE RATING: • • 64 1/4" MAX. FLANGE HEIGHT 63' MAX UNIT HEIGHT • • -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND • • • 58 13/16' GLASS DLO O e e • 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. 59 9/16" MAX SASH HEIGHT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 SECTION VIEWS & GLAZING DETAILS2 EXTRUSIONS & B.O.M 3 ANCHOR SCHEDULE & NOTES 4 INSTALLATION DETAILS 5 A 33' GLASS DLO 36 5/16" MAX SASH WIDTH 5. ANCHORAGE: THE 33 1/3% 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 / MODEL DESIGNATION HS-8200. 9. THE DESIGNATION X AND 0 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. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING [MAX. 74" x 63" +/- 60 PSF LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:58-04:00 cl i i , tr. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL ,,,,PNO�w,T,i�, £NSF•.; No 58201 \i ' * • Q 'O 9 t STATE OF :�y : i��T�S .i O R 101:;G.?`: 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 DATE: 10/10/13 DWG #: CWS-871 REV.: C SCALE: 1:15 SHEET 1 OF 5 • • ••• • • • ••• •• •• • • • •• •• • • • • •• • • • • • •• • • •• ••• •• • • • • •• •• • •• • • • • • 000 • • • INTERIOR SECTION A -A SECTION C-C ALTERNATE FIN FRAME •, • • • • • •• • • • 000 • • ••. • • • • •• • • • • • • • SECTION B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MDSPAN OF SASH (ITEMS 35 & 36) X 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) 7/8' OVERALL 1/8' ANNEALED or TEMPERED 7/16' AIRSPACE 5/16' LAMI 1/8' ANNEALED 140 DUPONT PVB INTERLAYER 1/8' ANNEALED PURFECT GLAZE'H' SIKAFLEX 552 1/2" GLASS BITE OUANEX DURASEAL IG SPACER r SETTING BLOCKS PER FBC 2411.3.3.11 c_J11 hts WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL • NOREW � 9 G i • No 58201 015 * *S 9 STATE OF 444: i 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 DRAWN BY: ADE DATE: 10/10/13 DWG#: CWS-871 REV.: C.. SCALE: 1:2 SHEET 2 OF 5 PARTS LIST ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 PART # H-1497 H-1699 H-1836 DESCRIPTION Reinf. Sash Meet. Rail Reinf. S.B.R./S.S.R, Meet. Rail, Fxd. VENDOR Keymark Keymark Keymark MATERIAL Alum Alum Alum H-6052 H-6048 H-6050 H-6051 H-6049 P-3029 P-3033 P-3113 P-3218 Sash Top/Bot. Rail Main Fr., SH, w/ Fin., PVC Sash Meet. Rail, PVC Sash Side Rail, PVC Main Fr., SH, w/FIg., PVC Screen Pull Tab Screen Spring, SS Screw Support, PVC Screen Frame Mikron Mikron Mikron Mikron Mikron Summit Hurley Team Plastic Alimetal PVC PVC PVC PVC PVC Rubber RollForm P-3228 Screen Spline, .155 Dia., Blk. Dapa P-754 P-3342 P-3352 P-3429 P-3539 P-4730 Screen Frame Comer Key Seam Sealer, SM-5504 Set. Blk., 85 Dur., 1/8" x 5/8" x 2' Lg. Wstp., 0.270 x .187 back FinSeal, Go #8 x 3/4' Square TEK 2 Znc #8 x 1/2" Truss PH TEK 2 Znc Alimetal Schnee FrankLowe Ultrafab Fastenal Fastenal Nylon Silicone Rubber Steel Steel -P3752 Cap Plug, 1/2" Hole M&M Nylon 21 22 23 24 25 26 27 28 29 30 31 32 34 35 36 37 38 39 40 41 42 43 P-3783 or P-5250 P-4779 • P-4051 P-4069 Spring Lock, Impact, PVC Roller, Tandem #8 x 1 1/4 Ph FH TEK, Wht. Keeper, Impact, PVC Interlock M&M Fastenal Interlock Nylon Steel P-4479 P-4638 P-4958 P-1952 P-4959 P-633 S-1112 Weep Cover w/ Flap #8 x 2 1/2 Ph Truss SMS Rotary Lock Keeper, Rotary Lock Wstp., 0.420 x .187 back FinSeal, Go Barrel Fastener Reinforcement, Head M&M Ajax Su!Ivan Su!hen Ultrafab Fastenal Keymark Nylon Steel Znc Znc Steel Alum S-1498 S-1776 S-1999 Reinf. S.B.R./S.S.R, Roller Track Frame Hook, Head, Impact Keymark Keymark Keymark Alum Alum Alum S-2000 S-6005 S-6013 S-6014 S-6063 S-6064 GLASS Panel Catch, Head, Impact Anti Lift Scm. Adapt., w/ Nib, PVC Scm. Adapt., PVC Fixed Rail Cover Glazing Bead SEE SHEET2 Keymark Mikron Mikron Mikron Mikron Mikron CARDINAL Alum PVC PVC PVC PVC PVC GLASS Purfect Glaze "H", SikaFlex 552 Henkel / Sika Silicone LINE ITEMS NOT USED: 33 2 11/16 3 1/8" • • ••• • • • ••• • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • •• • • •• • • • • . ••• • • • • ••• 31/8", CORNER CONSTRUCTION • PVC FRAME FLANSE-6049• • • • • • • • 3 9/16f 1/16" •• • • • •• • • spv FRAME F46048 •• • • • • • ••• •• 115/ 6"�13/16"- 11" Lq PVC SASH MTG RAIL-6050 PVC SASH SIDE RAIL-6051 --1/16" FIXED RAIL - 1836 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER - 6063 [o_ 6" PLAN VIEW-1999 0 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC CORNER WELD (ALL SIDES) 1:8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8200 PVC HORZ. SLIDER IMPACT 5/8' I 3/4" 0 3/16" s� 1• � 15/16"---1/16" -.- — 1/16" LTl SASH MTG. RAIL-1497 SASH REINF - 1699 ff 6' PLAN VIEW-2000 �3/16" f- 3" -I t---t-1/2" o 11 SCREW SUPPORT-3113 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1 5/16" 7/8" HEAD IMPACT HOOK- 1999 0 3/16" T 5/8" 5/8' 1/16' 1—' PANEL IMPACT CATCH - 2000 3/16" 3/4" j-- 1/1fi S.B.R./S.S.R. - 1498 1/4" 7/8" PVC GLAZEBEAD - 6064 1/2",f1 W y 1/16' 7/16" 1 1/4" PVC SCREEN CATCH - 6013 5/16" 1 1/8'1 5/16-1 1/16" PVC SCREEN SUPPORT - 6014 1/16' ROLLER TRACK - 1776 r7�� 9/16 1/16" GLAZE BEAD - 1112 PVC ANTI -LIFT - 6005 PROPRIETARY AND CONFIDENTIAL ``..p1DRE W ,,,4 ,i�� No 58201 • 'A r. 213 03 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: BOM AND EXTRUSIONS DRAWN BY: ADE DATE: 10/10/13 DWG N: CWS-871 REV.: SCALE: 1:2 SHEET 3 OF 5 12 1/2" MAX O.C. (TYP.) 6" MAX (TYP.) 6" MAX (TYP.) 1r MAX. O.C. (TYP.) --I 3" (TYP.) h- 3" (TYP.) 11111 • • ••• • • • ••• • •• •• • • • •• •• • • • • •• •• ••• • • •• • • • •• •••• •• •• •• • •• •• •• • • • • • • ••• • • • • ••• • • • ••• • • • • • • • • • • OOOOOO • •• • • SEE NOTE 2 • . 4" ►VW (TYP.) • • • • • 4" tie(T4P•I • • 0 • ••• *8" *IAX. O.C. (TYP.) • • • INSTALLATION ANCHOR4WP.} • • • • • • • ••• ♦ • • • • • • 8) • •• © • • WAX•P•C• • s • • • (TV.) • • • • • 0 I X a' II 4 11 ANCHOR LAYOUT - (FIN) 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 1/4". 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 MANUFACTURERS 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 REQURE 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 5. 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), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) CadeggVn WINDOW SYSTEMS [ �4 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL * * 11-* STATE OF :�V/� ,•,OSS-ON M. OOO z� 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 DRAWN BY: ADE DATE: 10/10/13 DWG#: CWS-871 REV.: C SCALE: 1:20 SHEET 4 OF 5 TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SFAI ANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 MN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 SEE TABLE 1 _ • • • ••• • • • ••• •• •• • •• • •• •• • • • • • • • • • • • •• • • ••• • • • • •• • • • • • .. • • • •• • • • ••• MIN. EMBEDMENT SEE TABLE 1 1�•MA 8fir INSTALLATION ANCHOR • • _stir TABLE 1: APPROVED INSTALLATION FASTENERS �!1 TYPE ANCHOR TYPE MIN. EMB FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ffW TAPCON 1-1/2" 1-1/8" FLAN ronl rr FN I FD CMU /117 PCF MIN) 3/16" ffW TAPCON 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 2XMIN. SOUTHERN PINE (G=0.55) 3/16" MN TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MN. STEEL STUD (33 KSI YIELD MN) #10-16 HILTI KWK-FLEXOR RV/ TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRLLNG SCREW FULL THREAD THRU 0.125" 7/16" FIN 2XMN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SUBSTRATE ay OTHERS • SEE TOBLG 1 MIN. EDGE DIST. • • SEE TABLE 1 • • • • • • 1/4' MAX. SHIM ••• MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION Op HORIZONTAL SECTION 5 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. �l11 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: INSTALLATION DETAILS DRAWN BY: ADE DATE: 10/10/13 DWG #: CWS-871 REV.: C SCALE: 1:2 SHEET 5 OF 5 1 /4/2018 Florida Building Code Online FLORIDA oOPARTMaNT of Business Professional Regulation Florida qy�u�tn�r dRc�ewnf�m ► OFFICE O FTHE SECRETARY BCIS BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Product Approval USER: Public User product Approval Menu > product or Application Search > Application I ist > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL16736-R2 Revision 2017 Approved 0 Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • •• • • • • • • • • • • •• • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE lam' Validation Checklist - Hardcopy Received Certificate of Independence FL16736 R2 COI EvalReoort871C.Ddf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2fIZm6TgPohLz6ontOd5HABPugYUIX1zzFJrTCXA%3d%3d 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 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 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL16736 R2 II CWS-871C.od( Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R2 AE EvalReoorr871C.Ddf Created by Independent Third Party: Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL16736 R2 II CWS-869C.Ddf• • Verified By: Lucas A. Turner 58201 • • Created by Independenthiril?grty: Yes• • • • • Evaluation Reports • • • • • • •• FL16736 R2 AE EvalReQaj •8S9C.odf • • . • • • Created by Independents all fifty: Yes . • • • Back Next • • • • • •• •• • • •••• • ••• • • • •• • • • • • Contact US :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-48711824 • • • • • • • The State of Florida is an AA/EEO employer. rnovriaht 7007-7013 State ^f Fkirkla :: privacy Statement ••Asctsslbikty Statement " Refund Statemet •• • • Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records reaissi,%Rot send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: • • • •• Credit Card Safe securitY,MEiitICS' https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXOwtDquBobl%2fIZm6TgPohLz6ont0d5HABPugYUIX1zzFJrTCXA%3d%3d 2/2 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 Impact (HVHZ), XOX 111 "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 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 ' ATurntr,.P.. ••.• • 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 • • • Maybe used in the High Velocity Hurricane Zone • .. •• •• • •• • • • In the operable sash, requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. •16 • • 1117.021, and in the fixed glass requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade N.O.A. 14-0916.11 t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.101 I. I have evaluated the interlayer and framing materials in these Dupont and Quanex 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 fmancial 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 r = = �' 2017-09-16 :� . STATE OF �: 09:27+20:00 ���� pRE 01111. W 1,fit!, % Z. 71: No 58201 t 15 9/07/2017 Lucas A. Turner, P.E. FL PE #58201 • • ••• • • •• •• • •• • •• • • • • • • • • ••• • • • • •• • • ••• . • • • • • HORIZONTAL SLIDER - LARGE MISSILE IMPACT • . • ••• • • • • • • 112 1/4" MAX. OVERALL FLANGE WIDTH 111" MAX. UNIT WIDTH 49 15/16" GLASS DLO • • •• • • • • • • • • • ••• •• •. • • ••• •• • • • • • • • ••• GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED • 1tCOMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT • • • • • ••5pITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND • • •IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED • • • •IIl ASTM E 1996 PER THE FBC. • ••• •• ••• • • • 24 5/8" GLASS DLO • 64 1/4" MAX. OVERALL FLANGE HEIGHT 63" MAX UNIT HEIGHT 59 <. MA. SA: HEI I I/16" H GHT B I I E X D r I O X I 5813/16" GLASS DLO C / I. • • 1 e e e • • • 56 1/4" GLASS DLO 27 15/16' MAX. SASH WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAILS 2 SECTION VIEWS & GLAZING DETAILS3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 ••• 2. GLAZING OPTIONS: (SEE SHEET 2) ..CONFIGURATIONS: "OX', "XO". • •. 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. 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 / MODEL DESIGNATION HS-8200. 9. THE DESIGNATION X AND 0 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 DESIGN PRESSURE RATING IMPACT RATING 111" x 63" +/- 60 PSF LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:54-04:00 Cllogootr WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL ,,,��' OREW4T0#, G C.CCENSF:;'Qy: No 58201 9 • STATE OF n: r ..................: Fs< ,�i.S/ON; . .. 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: TEF DATE: 10/11/13 DWG#: CWS-869 REV.: C SCALE: 1:20 SHEET 1 OF 6 QUANEX DURASEAL IG SPACER 11 • 30 • • ••• • • • • • • •• •• • • •• • •• •• • • • • • •. • • • • • • • ••• • •. • • •• •• •• • • • .•• • •• ••• • • •. • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • 7/8' OVERALL • • • • • 3/16' ANNEALED OR TEMPERED • • • •• • • • 1/4" AIR SPACE • • • • • 7/16" LAMI 3/16" ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER -3/16" ANNEALED PURFECT GLAZE"H" SIKAFLEX 552 1/2" GLASS BITE GLASS TYPE A FIXED GLASS • QUANEX DURASEAL IG SPACER • .. • • 7/8" OVERALL 1/8" ANNEALED OR TEMPERED 3/8" AIR SPACE 5/16" LAMI 1/8" ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED PURFECT GLAZE 'Fr SIKAFLEX 552 1/2" GLASS BITE SETTING BLOCKS PER FBC 2411.3.3.11 COlagom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL 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 DRAWN BY: TEF DATE: 10/11/13 DWG#: CWS-869 REV.: C SCALE: 1:1 SHEET 2 OF 6 INTERIOR SECTION VIEW A -A INTERIOR SECTION VIEW B-B SECTION VIEW C-C ALTERNATE FIN FRAME • • ••. . . . ••• • • .. . . • .. •• •. •• . • •• •• •. •.• • • • • •• •.•. •• • •. •. • •• • • • .•• • •• • . • .•. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASHES (ITEMS 44 & 46) o- X SECTION VIEW D-D JAMB ROTARY LOCKS JAMB ROTARY LOCKS: - MAY BE SUBSTITUTED FOR JAMB IMPACT LOCKS ON FLANGE UNITS. - REQUIRED ON FIN UNITS. JAMB IMPACT HOOKS (ITEM 42) OR ROTARY LOCKS (ITEM 23) LOCATED AT THIRD POINTS. 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. HEAD IMPACT HOOK AND JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS 1:20 agollyx WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL +v : No 58201 'tt‘9 * * '* =ro's ar. 9 STATE OF 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: TEF DATE: 10/11/13 DWG P: CWS-869 REV.: C SCALE: 1:2 SHEET 3 OF 6 PARTS LIST ITEM 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 40 41 42 43 44 45 48 47 48 49 50 PART # H-6049 H-1681 S-6077 P-4638 P-3342 S-1776 S-6013 DESCRIPTION Main Frame, SH/HS, Flange, PVC Fixed Rail, Heavy Duty, Aluminum Cover, HD Fixed Rail, PVC #8 x 2 1/2" Ph Mod Truss Type A TEK Seam Sealer, SM-5504 Roller Track Screen Adapter, Jamb, PVC VENDOR Mikron Keymark Mikron Ajax Schnee Keymark Mikron MATERIAL PVC Alum PVC Steel Silicone Alum PVC S-6014 P-4479 S-6064 Screen Adapter, Head & Sill, PVC Weep Cover w/ Flap Glazing Bead Mikron M&M Mikron PVC Nylon PVC H-6050 H-6051 H-6052 Sash Meeting Rail, PVC Sash Pull Rail, PVC Sash Top/Bot. Rail, PVC Mikron Mikron Mikron PVC PVC PVC H-1497 H-1498 H-1699 P-3429 P-3783 P-4051 P-4069 P-3539 P-4958 P-4633 P -1952 P-4779 P-3541 GLASS Reinf. Sash Meet. Rail Reinforcement, Sash, Side Rail Reinforcement, Sash Pull Rail Wstp., 0.270 x .187 back FinSeal, Go Lock, Impact, PVC #8 x 1 1/4• Ph Flat Tek, Wht. Keeper, knpact, PVC #8 x 3/4" Square PH Tek, Wht. Rotary Lock 8-32 x 1/2" Barrel Fastener Keeper, Rotary Lock Roller, Tandem #8 x 1/2" Quad PH TEK 2 Znc SEE SHEET2 Keymark Keymark Keymark Ultrafab Interlock Fastenal Interlock Fastenal Interlock Interlock Interlock M&M Fastenal CARDINAL Alum Alum Alum Steel Steel Nylon Steel GLASS P-3028 P-3218 P-4754 P-4755 P-3029 P-3033 Purfect Glaze "H" or Sikaflex 552 Set. Blk., 85 Dur., 1/8" x 7/8" x 2" Lg. Screen Frame Screen Comer Key Screen Comer Key w/Safety Tab Screen Pull tab Screen Spring HenkeIlSika Frank Lowe Allmetal Allmetal Allmetal Summit Fla. Spring Silicone Rubber RollForm Nylon Nylon SS P-3228 P-4772 P-3113 P-3752 S-1577 S-1112 S-2000 Screen Spline Screen Cloth, Fiberglass Screw Support, PVC Cap Plug, 1/2" Hole Impact Hook, Frame, Jamb Reinforcement, Head, Jamb Impact Channel, Sash Dapa Team Plastics M&M Keymark Keymark Keymark Rubber Nylon Alum Alum Alum P-3748 S-1999 #6 X5/8 Ph FH TEK, Znc, Painted Impact Hook, Frame, Head Ajax Keymark Steel Alum H-6048 Main Frame, SH/HS, Fin, PVC Mikron PVC S-6055 P-5250 P-4730 Roller Track, PVC, (Anti -lift) Lock, Impact, PVC, w/Flipper #8 x 1/2" Ph Mod Truss TEK Mikron Interlock Fastenal PVC Steel • • ••• • • • ••• •• •• •• • • •• •• • • • • • • • • ••• • • • • • • • • • • • • • • • w" • • j101/8"• • 3 • �3 9/16 1/46i •• • PVC FRAME FLANGE-6049• • • ••• • w s • •P 1/_ 17/8 • • ••• •• • • • F• ' E FW-6048 • • • • • ••• •• [1 3/161 15/8"Uf 14 --1 /16" HD MTG RAIL-1681 PVC SASH MTG RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER - 6077 -0 3/16" 6" PLAN VIEW-1999 6• PLAN VIEW-2000 Id 6' PLAN VIEW - 1577 LINE ITEMS NOT USED: 4, 38-39 HEAD IMPACT HOOK- 1999 0 3/16" T_ 5/8" 5/8 " 1/16" PANEL IMPACT CATCH - 2000 0 3/16" 1 5/16" 7/8" 1/16" ALUM SASH IMPACT HOOK - 1577 r SCREW SUPPORT-3113 CORNER CONSTRUCTION WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC CORNER WELD (ALL SIDES) 1:8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8200 PVC HORZ. SLIDER IMPACT 5/8• } � 15 1" 1/16" SASH SASH MTG. RAIL-1497 —{ 3/16" — 314" 1/16" S.B.R./S.S.R. - 1498 7/16" PVC GLAZEBEAD • 6064 PVC SCREEN CATCH - 6013 5/16" _ 1 1/8' -j 1/16" PVC SCREEN SUPPORT - 6014 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 3/4" } 15/16" SASH REINF. - 1699 1 1/4" 1/16" ROLLER TRACK - 1776 9/16L GLAZE BEAD - 1112 3/8" PVC ANTI -LIFT - 6005 PROPRIETARY AND CONFIDENTIAL � Z 9/22/2017 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 BY: TEF DATE: 10/11/13 DWG #: CWS-869 REV.: C SCALE: 1:2 SHEET 4 OF 6 6" MAX (TYP.) 6" MAX (TYP.)- 17" MAX O.C. (TYP.) 3' (TYP.)-.- 3. j-16 .tO.C-{ T SEE NOTE 2 I I I I I 1 (TYP') '1 X ANCHOR LAYOUT - (FLANGEI X • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••. • • • • • •• • • • • • .•. • • ••. • • • • • • ••• • • • • • •• • • • • • 4' ft1.AZ (TYP.)• • • • 4" ,• (TYI INSTALLATION ANCHOR (TYP.) • • • • • • • • • • • • • • • • • •• • • • •• • • • • • •• • • • • • • -'11• 1 1 r Tx. O.C. (TYP.) •• • 11 J 1 �I• •• • • • • X 0 X ANCHOR LAYOUT - (FIN) 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 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 6. 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 6. 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 REQURE 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 6. 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), FMA/WDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS) aztowtr WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL �b &ORE � P T t G . �v:• No 58201 ";iy. t- 213 cc C.- 2. 9 STATE OF 4 111'.F4 0 R 19✓ "��.� SS.ON A„ EG��� • 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: TEF DATE: 10/11/13 DWG#: CWS-869 REV.: C SCALE: 1:25 SHEET 5 OF 6 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SFAI ANT BY INSTALLER INSIDE AND OUT SFAI ANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SFAI ANT BEHIND FLANGE BY INSTALLER PERIMETER SFAI ANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 CDA VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 • • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • . • • • • •• •• • • . • • • • • . •.• • • • • • • • MIN. EMBEDMENT SEE TABLE 1 1/4" MAX SHUR • • • • • • • • • • •• • . • INSTALLATION ANCHOR SEE TABLE 1 • • • • SUBSTRATE BY !THERM SRE!TABLIE • • • . • • • • • • • MIN. EDGE DIST. SEE TABLE 1 • • • •• • • • • • • • • •• PERIMETER SFAI ANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER 06 B HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS giaY TYPE ANCHOR TYPE MIN. EMB FLANGE CONCRETE (2.0 KSI MN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" F UT-FLLED CMU (117 PCF MN.) 3/16" RW TAPCON " 'FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT-FLLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2X MN. SOUTHERN PINE (G=0.55) 3/16" ff1N TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MN. STEEL STUD (33 KSI YIELD MIN) #10-16 HLTI KWIK-FLEXOR Rw TEKS SELF-DRLLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2XMN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 1/2" PERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1 1/4" MAX. SHIM SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SFAI ANT BEHIND FIN BY INSTALLER HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. aagONIN WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL Z 3 <Z0 • QrZIP ❑ ZOZ CC - Qvi�}00=�m Z=2Qd'WOO O1—O Q=Fce 0 co ZQj Zi—Do OUP PZ OLL < • Ow--=OZ Z 00"clW(,)W LL�LB QJfDl- a Lu 0 CL ix I- Lu Q CC . 0 0 ............. -9 t No 58201 * 730 STATE OF SS�O �NA. EN..�` 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 DRAWN BY: TEF DATE: 10/11/13 DWG#: CWS-869 REV.: C SCALE: 1:2 SHEET 6 OF 6 1 /4/2018 Florida Building Code Online FLORIDADDPAPTMDNT OF B siness Professional Regulation r OFFICE OFJIfE WSECRETARY� DBPR HOUP ABOUT DBPR- DBPR DIYIStONS CONTACTOBPR BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications I FBC Staff I BCIS Site Map I Unks I Search I Product Approval USER: Public User Product ADDroyaLMent1 > Product or Application Search > Application I tvt > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL16177-R2 Revision 2017 Approved Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc • • • • • •• • .••••• • •••••• •••• • • • • • • •••••• • • •• •• •••••• • • • • • • • • • • •• • • • • • • • •••• • •• • • • •••• • •••• • • •••• • • • • . • • •• • • • • •••••• • •• • • • •• • • • • •••••• • • •••••• • • ••••• • • ••••• 000000 •• • • •.•••• • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Fe] Validation Checklist - Hardcopy Received Certificate of Independence FL16177 R2 COI EvalReoort812C.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBlPrafAGHlxlsgtjUObEAbzoQ%3d%3d 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/28/2017 09/29/2017 10/03/2017 12/12/2017 FL # Model, Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: SH-8100 PVC Impact, no sill anchors required. Safety glazing required on outer lite above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL16177 R2 II CWS-812C.Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16177 R2 AE EvaIReDort812C.odf Created by Independent Third Party: Yes Back Next • • • • • • • •••• ••••:• Contact U4 :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-48 41824 • • •• • • •• • f The State of Florida is an AA/EEO employer. onvriaht 2007-2013 State of Florida :: privacy Statement :: Acces ili,t�itatement••�$pjiri Statement • • • • • ii • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response toy yplcyscords request, no not send a 44• mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursyant to Se on • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the D•p•rrrnent with an etairaa,ess if they have one. The emaits provided may be used for official communication with the licensee. However email addresses are pubt• record. 1T you do notey(spoo supply a }R9bRd1 • address, please provide the Department with an email address which can be made available to the public. To determine 1t IM re a licensee under Chapter 455 please click here_.0000• • • • • • i�t'• • • •• • •••••• •• •• • • • • • Product Approval Accepts: Credit.Card Safe securitv\tEF &ics' • • • • • •• • • • • •••••• • •• • •• •• • • •• •••••• • • •••••o • • https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvykIngAXh10y8QtjDbmBlPrafAGHlxlsgtjUObEAbzoQ%3d%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 812C August 29, 2017 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size, +/-70 PSF, no anchors in sill 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 61 G20-3.005 (4). This product complies with the requirements of the 6`h 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 Port, FL 2) Approval drawing CWS-812C, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3815-1A, -2, and -2A, 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, 1996-02/04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A4Fit08 4) Supplemental Calculations to support CWS-812C, signed and sealed by Luias.t.:Turner, P•f. • • . Installation: Units must be installed according to approval document CWS-812C.,, . •;.. ••.. •••. . Limitations of Use: This product: • • • • • • • • • May be used in O/X configuration in sizes and with max. glass DLO heights at % d wn in LATi- 812C • Is impact resistant and does not require the use of shutters . •• •• • • • May be used in the High Velocity Hurricane Zone • • • • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outbotrd late (Tesq.red required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.021. • Requires Quanex (Milaon) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10t 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 fmancial 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 fmancial interest in any other entity involved in the testing or approval process of this product. +` RE 11 Lucas z -• �; No 58201 Turner - *: * : * Z� 2017-08-30 ;-° '.;' �= .13*. STATE OF: 8/29/2017 16:11+20:00 _, ,,: ���'•,,'I. �? 1 Q G�.%+ Lucas A. Turner, P.E. "•,, iONA �� ;.. FL PE #58201 • • • .....• • • • • • • ..... ...... • •• • • • • • • • • • • • ••• •• •• • • • • • • • • . • • • • • • . • • • • • • •• •• • • • • • • • • • • • • • • • • •• • • • • • GENERAL NOTES: SINGLE HUNG - LARGE MISSILE IMPACT • 1.TIIEPRODUCT SHOWN HEREIN ISDESIGNED AND MANUFACTURED • • • • • • • • •fOCOMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT • • � • • • • • ION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND • • ••• • • • S ITED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED • • • • • • • • • • • • IN►ASTM E 1996 PER THE FBC. 53 1/8" MAX. OVERALL FLANGE WIDTH 51 7/8" MAX UNIT WIDTH 47 11/16' GLASS DLO A 1 63' MAX OVERALL FLANGE HEIGHT TABLE OF CONTENTS 61 3/4" MAX UNIT HEIGHT 2 •• 2. GLAZING OPTIONS: (SEE SHEET 2) • • • • • • • • • • •31 CONFIGURATIONS: "O/X". • . .. • • • • • • • 4ESIGN 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. B 2613/16' GLASS DLO 30 3/16' MAX SASH HEIGHT X 26 7/8" GLASS DLO GENERAL NOTES & ELEVATIONS 1 GLAZING DETAIL 2 SECTION VIEWS 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 A 45 1/16" GLASS DLO 48 3/8" MAX. SASH WIDTH 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. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES / MODEL DESIGNATION SH-8100. 9. THE DESIGNATION X AND 0 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 1-1/4" LOCATED 4" FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 51-7/8" x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:36-04:00 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIA 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: BAT DATE: 06/18/12 DWG #: REV.: CWS-812 C SCALE: 1:15 SHEET 1 OF 6 • • . ••• .•. • • • .. .. • • • .. .. • • •• • • • • • ••••• • • • • • • • • • •• •• • • • • • .•. • • •.. • • • • • , • • • •• ••• • • .• • • • • • • • • • • •• • • • • • •• • • • •• ••• • , .••••• • .• • • • ••• . • :.. .• 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED OR TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT - 1/8" ANNEALED QUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED OR TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED QUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE r SETTING BLOCKS PER FBC 2411.3.3.11 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL •.,,P1NORE W..TG... .:%.C• N�GEN82S.Qy b o 5 *e * e*= ▪ 9 • STATE OF ;.4/` 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: GLAZING DETAILS DRAWN BY: BAT DATE: 06/18/12 DWG #: CWS-812 REV.: SCALE: 1:1 SHEET 2 OF 6 INTERIOR SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67-68 • • ••• • • • •.• •• ••• •• • • • • • • • • •• •• •• • • • •• • • • •••• •• • •• • • •• •• . •• •• • • • • 000 • • • . •.. • • • • • INTERIOR SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: SECTION VIEWS DRAWN BY: BAT DATE: 06/18/12 DWG#: REV.: CWS-812 C SCALE: 1:2 SHEET 3 OF 6 PARTS LIST ITEM PART • DESCRIPTION VENDOR MATERIAL 1 H-6031 Main Fr., SH, w/Flg., PVC, Head Mikron Vinyl 2 H-6031 Main Fr., SH, w/Flg., PVC, Sill Mikron Vinyl 3 H-6031 Main Fr., SH, w/Flg., PVC, L. Jb. Mikron Vinyl 4 H-6031 Main Fr., SH, w/FIg., PVC, R. Jb. Mikron Vinyl 6 S-1577 Impact Hook Keymark Alum 8 H-6027 Sash Meet. Rail, PVC Mikron Vinyl 9 H-1497 Reinf. Sash Meet. Rail Keymark Alum 10 H-6028 Sash Bottom Rail, PVC Mikron Vinyl 12 H-6004 Sash Side/Top/Bot. Rail Mikron Vinyl 13 S-1498 Reinf. S.B.R./S.S.R 14 S-6064 Glz. Bd., 7/8" Mikron Vinyl 18 S-6013 Scm. Adapt., w/Nib, PVC, Horiz. Mikron Vinyl 19 S-6014 Scm. Adapt., PVC, Vert. Mikron Vinyl 20 S-6029 Sash Stop / Filler, PVC, Vert. Mikron Vinyl 23 H-1699 Reinforcement, SBR Keymark Alum 24 P-2190 Balance BSI 25 P-3059 Sash Cam, PVC BSI Plastic 26 P-3046 Take Out Clip BSI SS 27 P-3783 Lock, Impact, PVC Interlock 28 P-4069 Keeper, Impact, PVC Interlock Zamac 30 P-3215 Weep Cover w/ Flap Geer Plastic 32 37 P-3429 P-4638 Wstp., 0.270 x .187 back FinSeal, Gray #8 x 2-1/2 PH Mod. Truss, Type A, TEK 2 URrafab Fastenal Steel 38 P.3768 #8 x 0.625 Ph PH SMS Hub City Steel 39 P-4051W #8 x 1.250 Ph FH TEK, Wht. Hub City Steel 40 P-4264W #8 x 3/4 FH PH w/#6 Head, TEK, Wht. Hub City Steel 44 P-3342 Seam Sealer, SM-5504 Schnee 45 R-3752 Cap Plug, 1/2" Hole M&M Nylon 47 P-3438 Sikaflex 552 or Purfect Glaze "H" Sika/Henkel 48 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. F. Lowe Rubber 51 52 P-3881 P-3613 Temporary Lbl. (NFRC/DP) CWS Lbl. (logo) Pro Label 53 Sash SEE SHEET2 GLASS 54 Fixed SEE SHEET2 GLASS 56 62 P-3281 P-3218 Spacer Screen Frame, Horiz. Duraseal Allmetal Alum 63 P-3218 Screen Frame, Vert. Allmetal Alum 64 P-3321 Screen Frame Comer Key Al!metal Plastic 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Betterwe Fiberglass 66 P-3228 Screen Spline, .155 Dia., Blk. Dapa Vinyl 67 P-3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Spring, SS FI. Screen SS 70 71 P-3113 H-1836 Screw Support for PVC Alum. Fixed Rail T. Plastics Keymark Nylon Alum 72 S-6063 Cover, Fixed Rail Mikron Vinyl 73 S-1112 Reinforcement, Impact Hook Keymark Alum 74 P-3541 #8 x 1/2", Pan Head, TEK Fastenal Steel LINE ITEMS NOT USED: 5, 7, 11, 15-17, 21-22, 29, 31, 33-36, 41-43, 46, 49-50, 55, 57.61, 69 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. • • ••• • • • ••• •• •• • • •• • •• •• • • • •• • • • • •• •• •• •• • • •• •••• • • •• • •• •• •• • • •• •• • • • • • • • • • • • •• • • • • •• �• • • • • •• • • 1 5/g r • • • 1 5/8' 1/16" •• • • • • • • PVC FRAME FLANGE-6031 • • ••• • •• • • • •• CVC All M.=Q,RIL-6028• • •• • • • • • • • • •• REINF., IMPACT HOOK - 1112 PVC SASH STOP - 6025 3/4" 3/16"1_ T 1/16" REINF. S.B.R./S.S.R. - 1498 0 3/16" 1 5/16" 7/8' IMPACT HOOK S-1577 1/2" 1 3/16" PVC SASH SIDE RAIL - 6004 1 1/8' 1 1/16" PVC SCREEN CATCH - 6013 REINF. BTM RAIL-1699 0 5" • PVC SASH TOP RAIL-6027 FIXED RAIL - 1836 9/16" 1 5/16" PVC FIXED RAIL COVER - 6063 5/8" 1' L 045" �O9 1/16' FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 C0516111 r WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8100 PVC SINGLE HUNG IMPACT 5/16" PVC SCREEN SUPPORT - 6014 REINF. TOP RAIL-1497 PVC GLAZING BEAD-6064 1/2' 1 3/16" -r T O SCREW SUPPORT-3113 3" PROPRIETARY AND CONFIDENTIAL **v**yORE i No 58201 t g7 Est; * 1,1 STATE OF ;. ,SS+ON A ,,v� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: BOM AND EXTRUSIONS DRAWN BY: BAT DWG 8: CWS-812 SCALE: 1:2 DATE: 06/18/12 REV.: C SHEET 4 OF 6 6" MAX. (TYP.) 6" MAX. (TYP.) 10 1/2" MAX. O.C. (TYP.) • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• • •• • • • •• • • •• •••• •• • •• • . • •• • •• •. •• • • • • • • •• •• • • • • • • I 1,7" MAX. O.(. (TYP9)• • - • • • • • -. . ••-•-s- • • •• '•' '. 1 I I I •• • • • •• •. • • • • • • • • • • • • 19 L X / / L_ 4" (TYP.) 1- _ 10 1/2" MAX O.C. (TYP.) 4" (TYP.)- 4' (TYP.) NO ANCHORS REQUIRED IN SILL ANCHOR LAYOUT - (FLANGE) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. • • • • • • •• • -� SEE NOTE 2 •. f� INSTALLATION •ANCHOR (TYP.) • •• MTG R LL 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 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 6. 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 6. 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 THE 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 6. 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), FMAANDMA 250(BOX WINDOWS), FMA/AAMNWDMA 300(EXTERIOR DOORS) aggam WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.cWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL ,,`,,MORE ri�,,i C.., .6ENsy .%1 z- ' • • No 58201 • ":�1) I. S*: * += 13• STATE OF ; 4/. 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARAAVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTIDN: ANCHOR SCHEDULE AND NOTES DRAWN BY: BAT DATE: 06/18/12 DWG W. REV.: CWS-812 C SCALE: 1:15 SHEET 5 OF 6 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SFAI ANT BY INSTALLER INSIDE AND OUT SFAI ANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER T PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 • • ••• • • • ••• •• •• •• •• • •• •• •• • • • • • • • • • • • • • • • • • • • • • • •may • • • • • • • • • • • • MIN. EMBEDMENT SUBSTRATE MIN. EDGE DIST. • • • • • • • • SEE TABLE 1 BY OTHERS SEE TABLE 1 • • • • • • • • • • • S • • • 1/4' MAX. SHIM SEE TABLE 1 • • • • • • • • • • • • • • • ••• • I MIN. EMBEDMENT SEE TABLE 1 1/4' MAX. SHIM CONTINUOUS DOUBLE 3/16" BEADS OF TREMGLAZE U1600 SPA' ANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 06 A VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 • • •• • • • • •• • •• • • • • • ••• •• TABLE 1: APPROVED INSTALLATION FASTENERS BIAMM tMTE ANCHOR TYPE MIN. EMBEDM CONCRETE (2.0 KSI MN.) 3/16" fFW TAPCON 1-1/2" 1-1/8" HOLL�Jp'(11ZCRClIT rki5ii: Au (����F MII 1 9/1R• ITW TAPC ON 1" CONCRETE (2.85 KSI MIN.) 3/16' ELCO ULTRACON 1" 1" GROUT FLLED CMU (ASTM C-90) 3/16' ELCO ULTRACON 1-1/4" 2-1/2" 2X MIN. SOUTHERN PINE (G=0.55) 3/16' ITV/ TAPCON OR ELCO ULTRACON 1-3/8" 7/8" 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YELD MIN) #10-16 HLTI KW IK-FLEXOR fTW TEKS SELF-DRLLING SCREW FULL THREAD THRU 0.060" 7/16" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRLLING SCREW FULL THREAD THRU 0.125' 7/16" • • • • • • • • • • INSNMIIILATION ANCHOR • • • SEE TABLE 1 • • • • • PERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1 PERIMETER SFAI ANT BY INSTALLER INSIDE AND OUT SFAI ANT BEHIND FLANGE BY INSTALLER 06B HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE 6 O HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. C�baort rroa WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL . G"•' �� F ""'L,t No 58201 19 * .*: :13 : a: :10 STATE OF .:� c i�'T�S • < 0 R 1 O t", ��2`� ��. 6:i NA;sto* 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: INSTALLATION DETAILS DRAWN BY: BAT DATE: 06/18/12 DWG #: REV.: CWS-812 C SCALE: 1:2 SHEET 6 OF 6