The URL can be used to link to this page

WS-18-2363Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Perm ltok a Permit NO. INS-9-18-2363 Permit Type: Windows/Shutters ification: Window/Door Replacem Permit Status: APPROVED testae Date. 9114/2018 Expiration: 03/13/2019 Parcel Number Applicant 69 NW 104 Street Miami Shores, FL 33150-1237 1121360131240 Block: Lot: CHRISTOPHER UNSTEAD Owner Information Address Phone Cell CHRISTOPHER UNSTEAD 69 NW 104 Street MIAMI SHORES FL 33150-1237 69 NW 104 Street MIAMI SHORES FL 33150-1237 Contractor(s) Phone FLORIDA,HOME IMPROVEMENT (954)792-4415 CeII Phone Valuation: Total Sq Feet: $ 13,000.00 0 Type of Work: REPLACE 8 WINDOWS No of Openings: 8 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 $2.70 $2.00 $2.60 $180.00 $12.00 $10.40 $217.50 Pay Date Pay Type Invoice # WS-9-18-68777 09/05/2018 Credit Card 09/14/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 167.50 $ 167.50 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree pertaining thereto and in strict conformity with the plans, drawin accepting this permit I assume responsibility for all work don required for ELECTRICAL, PLUMBING, MECHANICAL, WID OWNERS AFFIDAVIT: I certify that all the foregoing info construction and zoning. Futhermore, I authorize the Authorized Signature: Owner / Applicant to '.erform the work covered hereunder in compliance with all ordinances and regulations s, .iatements or specifications submitted to the proper authorities of Miami Shores Village. In b either myself, my agent, servants, or employes. I understand that separate permits are BOORS, ROOFING and SWIMMING POOL work. u - and that all work will be done in compliance with all applicable laws regulating o the work stated. Contractor / Agent September 14, 2018 Date Building Department Copy September 14, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2ndAve, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number. INSP-002031-2018 Permit Number. WS-9-18-2363 Scheduled Inspection Date: December 03, 2018 Inspector. Naranjo, Ismael Owner. CHRISTOPHER UNSTEAD Permit Type: Windows/Shutters Inspection Type: Framing Work Classification: Window/Door Replacement Address: 69 NW 104 ST Project Miami Shores, FL 331501237 Contractor. FLORIDA HOME IMPROVEMENT WAYNE THOMAS BURNETT Phone Number. Parcel Number: 1121360131240 Phone Number. 9547924415 Building Department Comments REPLACE 8 WINDOWS Checklist Item General Comments Passed False Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments itjA DVh November 30, 2018 For Inspections please call: 305-762-4949 Page 13of29 'q V-0 18 BUILDING PERMIT APPLICATION Miami ShoresVillage Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 RECEIVED SEP 05101. 8„ FBC 20'"�� Master Permit No. S - s Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL JOB ADDRESS: ((1 I X.0 (()14 �\ ['PLUMBING ❑ MECHANICAL El PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Address: t T"1 KAA) 10 (4 5 �- City: Nt Ofrt' SVk-(. State: •T( Zip: 3 3 IS-0 Tenant/Lessee Name: N/A Phone#: N/A Email: N/A City: , Miami Shores County: Miami Dade ZIo: 3 1 S O Folio/Parcel#: 1 I— 213— Q) <— \ ZL[ 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE_, OWNER: Name (Fee Simple Titleholder): 0,\' li j S•O0-.e/ u 6 Phone#: —I X 4— ii-�l- CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Address: 4070 SW 30 AVE Gty: HOLLYWOOD` State: FL Qualifier Name: WAYNE T. BURNETT State Certification or Registration ItCGCO61890 DESIGNER: Architect/Engineer: N/A Address: N/A Value of Work for this Permit $ I �) 600 Type of Work: ❑ Addition ❑ Alteration ❑ New Phone# 954-7924415 Description of Work: REPLACE *EWcc 0 Zip: 33312 Phone#: Certificate of Competency #: Phone#: N/A City: N/A state: N/A Zip: N/A Square/Linear Footage of Work: 0 Repair/Replace ❑ Demolition Specifycolor of color thru tile: Submittal Fee $ �-� Permit Fee $ t� . c Scanning Fee $ Radon Fee $ 2 • C) Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $1 c ..f • 3 day of GPI,; t�IJ me or who has produced Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City N/A State N/A Mortgage Lender's Name (if applicable) NIA Mortgage Lender's Address N/A Zip- N/A City N/A State N/A Zip N/A Application is hereby made to obtain a permitto do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a -separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.... `OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT INYOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN,FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF'COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property Is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for'the first inspection which urs seven (7 er the building permit is issued. in the absence of inspection will not be approv and a rein - / e 'I be cha ed such posted native, the ' r9 r Signature X OWNER or AGENT The foregoing instrument was acknowledged before me this ,4v Sign: Print: Seal: 20 , by nown to as identlfication and who dtd +4e >., ^tea :��' •. ABDIEL R. CASTILLO � NOTARY ,:;Q•• . •,:, ,: •i_ ;,: MY COMMISSION # GG 079600 March 6, 2021 �'EOF r: °' Bonded ThN Notary Pubic Underw hers i Signature NTRACTOR The foregoing rument was acknowledged before me this 3o day of lJO ".• , 20 by �. QJ,t. )e TT o is ersonall nown to me or who has produced identification and who did take an oath. NOTARY PUBL Sign: Prin Se•l as MIGUEL A MERCADO Y C �:� ISSION N GG095745 s***M*************************• *s************ h*******************************aR**********ads**************** APPROVED BY (Revtsed02/14/2014) Plans Examiner Structural Review Zoning aerk 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). Acknowlemen \( v y G'kQ',r fAr/ rr - 1 Qualifier/Owner Signature Date Print Name Property Search Application - Miami -Dade County 4.-5 OFFICE OF THE APPRAISERPR PERTY C Summary Report Property Information Folio: 11-2136-013-1240 Property Address: 69 NW 104 ST Miami Shores, FL 33150-1237 Owner CHRISTOPHER UNSTEAD Mailing Address 69 NW 104 ST MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/Baths/Half 2/1 /0 Floors 1 Living Units 1 Actual Area 1,493 Sq.Ft Living Area 1,027 Sq.Ft Adjusted Area 1,279 Sq.Ft Lot Size 9,150 Sq.Ft Year Built 1942 Assessment Information Year 2018 2017 2016 Land Value $196,886 $196,886 $164,440 Building Value $80,117 $80,117 $80,117 XF Value $533 $540 $548 Market Value $277,536 $277,543 $245,105 Assessed Value $132,618 $129,891 $127,220 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $144,918 $147,652 $117,885 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 MIAMI SHORES SEC 5 PB 10-47 LOT 17 & E1/2 LOT 16 BLK 125 LOT SIZE 75.000 X 122 OR 17437-0590 1195 1 COC 26204-3166 01 2008 6 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 $82,618 $79,891 $77,220 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $107,618 $104,891 $102,220 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $82,618 $79,891 $77,220 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $82,618 $79,891 $77,220 Sales Information Previous Sale Price OR Book - Pa 9a Qualification Description 02/09/2011 $165,000 27594-1477 Qual by exam of deed 08/09/2010 $100 27489-3589 Financial inst or "In Lieu of Forclosure" stated 01/01/2008 $339,000 26196-0131 Sales which are qualified 01/01/2008 $469,550 26204-3166 Other disqualified The Office of the Property Appraiser is continually editing and updating the tax run. ,,,s 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 vO P:=gh•(GCp-GCpi) V (mph) 175 1620 FBC for HVHZ, or Fig. 26.5-1a Risk Category II Table 1.5-1, page 2 Exposure C Section 26.7 Kd 085 Table 26.6-1, page 250 Ka 1 Figure 26.8-1, page 252 GCpi 0.18 -0.18 0.55 Mich ol'roof 3/12 14.0 dcgro. Olds 14.0 degrees Specialty Engineering Consultants, Inc. 1599 SW 30 Avenue, Suite #20 Boynton Beach, FL 334326 FL. CA # 009217 RECEIVED SO 05 1019 n (P , Wind Velociles in South Florda Dade Broward Palm Beach Risk Cat. 1 165 156 156 law risk to humans (farts, shads) Risk Cat. 2 175 170 170 Single Family Residua.. Risk Cat. 3&4 186 180 180 Esscodal Facilities 1 Charts provide wind pressures based on the mean roof height. And shall not exceed 60'-0". 2 Design pressures re for an enclosed builinding (shutters or other impact resistance protection required). 3 User shall determine the mean roof height, ( Eave height + Roof Peak)/2. 4 End zone distance is the lessor of 10% of length, 10% of width, or 40% of the mean roof height and not less than 3'-0" 5 If 50% of a component is in a particular zone then that component is considered to be in zone with the majority of the area. If questionable then place in Zone 5 6 Each component, window, door, mullion has a Mbutary area that is area to be used. Area of components to rounded down but shall not be less than 10 sf. 7 For NOA's that require a Kd=1.0 then multiply the values listed herein by 1.18. 8 Wind pressures are based on Allowable 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 s vaild for FBC 2014 (5th ed'son) and 2017 (6th edition) 12 No reductions taken for slopes less than 10 degrees. Meao aghRt Area ol'componaa Arca ofcomponae Area of component Arca ofcomponcnt Area of component Arca of component Arca of component Arca ofcomponent Area of component Arca of component Arca ofcomponatt 10.0 sf 15.0sf 20.0sf 25.0 sf 30.0 sf 35.0 sf 400 sf 45.0 sf 50.0 s1' 55.0s1 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 40.1 40.1 .8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 -43.4 -53.6 42.2 -51.3 -41.8 -50.6 -41.4 -49.8 -41.0 -49.0 -40.6 -48.3 -40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 `15 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -44.0 -54.4 -42.8 -52.0 -42.4 -51.3 -42.0 -50.5 -41.6 -49.7 -41.1 -48.9 -40.7 -48.2 -40.3 -47.4 -39.9 -46.6 -39.5 -45.8 -39.1 -45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 -43.4 -52.7 -42.9 -51.9 -42.5 -51.1 -42.1 -50.4 -41.7 -49.6 -41.3 -48.8 -40.8 -48.0 -40.4 -47.2 -40.0 -46.4 -39.6 -45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 . 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 -45.1 -55.7 -43.9 -53.3 -43.5 -52.6 -43.0 -51.8 -42.6 -51.0 -42.2 -50.2 -41.8 -49.4 -41.3 -48.6 -40.9 -47.8 -40.5 -47.0 -40.1 -46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 -45.7 -56.4 -44.4 -54.0 -43.9 -53.2 -43.5 -52.4 -43.1 -51.5 -42.7 -50.7 -42.2 -49.9 -41.8 -49.1 -41.4 -48.3 -41.0 -47.5 -40.5 -46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 -44.9 -54.5 -44.4 -53.7 -44.0 -52.9 -43.6 -52.1 -43.1 -51.3 -42.7 -50.5 -42.3 -49.7 -41.8 -48.9 -41.4 -48.1 -41.0 -47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 -46.6 -57.6 -45.3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 -43.6 -51.8 -43.1 -51.0 -42.7 -50.2 -42.3 -49.4 -41.8 -48.5 -41.4 -47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 -47.1 -58.1 -45.8 -55.6 -45.3 -54.8 -44.9 -54.0 -44.4 -53.2 -44.0 -52.3 -43.6 -51.5 -43.1 -50.7 -42.7 -49.9 -42.2 -49.0 -41.8 -48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 -47.5 -58.7 -46.2 -56.2 -45.8 -55.3 -45.3 -54.5 -44.9 -53.7 -44.4 -52.8 -44.0 -52.0 -43.5 -51.2 -43.1 -50.3 -42.6 -49.5 -42.2 -48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 -48.0 -59.2 -46.6 -56.7 -46.2 -55.8 -45.7 -55.0 -45.3 -54.1 -44.8 -53.3 -44.4 -52.5 -43.9 -51.6 -43.5 -50.8 -43.0 -49.9 -42.6 -49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 -48.4 -59.7 -47.0 -57.2 -46.6 -56.3 -46.1 -55.5 -45.7 -54.6 -45.2 -53.8 -44.7 -52.9 -44.3 -52.1 -43.8 -51.2 -43.4 -50.4 -42.9 -49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 -48.8 -60.2 -47.4 -57.6 -47.0 -56.8 -46.5 -55.9 -46.0 -55.1 -45.6 -54.2 -45.1 -53.4 -44.7 -52.5 -44.2 -51.6 -43.7 -50.8 -43.3 -49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 -58.1 -47.3 -57.2 -46.9 -56.4 -46.4 -55.5• 4 5.9 �54.6 �5.5 �8 -45.0 -52.9 -44.6 -52.0 -44.1 -51.2 -43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 • • 443 • • •42.4 • • 4).8 • • • 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 -49.5 -61.2 -48.2 -58.5 -47.7 -57.7 -47.2 -56.8 -46.8 -415.9 • -41.3 •• • • •55.? • •• • -45.8• • • -54.2 -45.4 -53.3 -44.9 -52.4 -44.4 -- -51.6 -- -44.0 -- - -50.7 --46.0-- -46.0_ 4 4,6 44.6 44.1 44.1 43.6 43.6 43.1 43.1• 446 • •42.4 • t.1• 141 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 29 Si 1 f.49.9"71 1 r,-61'.6 ,-, , .• -48.5-_ _ . ,59.0 -48-.0- "58.l- --47.6 -57.2 -47.1 -! • 4416 • •55.5 • -46.2• • 54.6 -45.7 -53.7 -45.2 -52.8 -44.8 !d 11 I l I-{.yy37,, -51.1 46.3 '��46.3 `''s v44:9�' I'C44' -I\( I(44.7 Cl `IV44;4'_V _ S9.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 5,,,AV 4A945 00:2)i- 5 Z,, 40.5 30 -,50.3.--t Nt i62,1 _ -48.9 -59.4,.. _ -48.4 -58.5 -47.9 _ -57.6 -47.4 -56.8 -47.0 -55.9 -46.5 -55.0 -46.0 -54.1 -45.6 -53.2 271 l 1-52,3... - . 4.4, i� �91.4 IoJrens adAOdddv • ••• •• • • • • • • • • •• • •• • • • • •• • • ••• •••• • • • • • • • ••• • • • • •• • • •• • •••• •• •• •• • • • •• • •• • • • • •• •• •• •• ••• •• • • •• • • • • • 7/21fe1111111,,,,, 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 appltcaiion shall wide by the requirements of this department and comply with the following%tatement : . .... .... . . • • • • • • .... Upon obtaining window and/or door permits for the installation if: ahie, it' iphe • responsibility of the permit holder to request window/door fra4ig.in-progress '. inspection, prior to concealment of any horizontal or vertical clip mulliopbucks; .Nuns, etc. Inspector will also verify anchor type, edge distance, embedment and spacuftg The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Date Print Name e 4 IW' ft 1z! 1 00 r. • • ••. . • • ..• • .. .• •• . •. •• • . •• . . •. •• •. •. • • • •. • . •• ••.. •. • •• • • •. •• • •. •. • • . ••• . •• •. • • •.. • • •.• •• • • • .• . • •• • • • • • •• • • • •• • • • • • • • • • • • • •• • . •.• • •• • • • •• ••• •• • • • • • • • • • •• • • • • • •.• •• 35 1/2 X 36 3/4 (+/-70) FL 16177.1 6 GARAGE KIT 1!'VING 0 ELORIlri . DINING 3tt 92 1/2 X 62 3/4 (+/-60) FL 16736.2 r.P r.S 40. 35 7/8 X 50 1 /8 (+/-67.5) FL 16736.1 20 1/2 X 47 (+/-67.5) FL 13010.4 14s BED a- BATHC�� 3 ENTRY BEG ' C� $ 35 5/8 X 50 1/8 (+/-60) FL 16736.1 5 -. 351 /2 X 37 3/4 (+/-60) FL 16736.1 S 35 1/4 X 50 (+/-60) 4 J FL 16736.1 NS 53 3/4 X 50 1/8 (+/-60) FL 16736.1 S� 1/4/2018 Florida Building Code Online PIORtDA DHPARTMHNT OF Business Professional Regulation dt5r Er.Y f>a�ttm ;► OFFICE OF -THE "SECRETARY T08Pk HOME 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 List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer 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 ABOUT-DBPR' °BPRb v.isteN9 • • • • •••• • • • • •• • • •• • • • • • ••.• • •.•a • • • • • • • e •••• •••• • .•• • • • • • •• •• •• • • • • •• • • • • • • • • • • • • • • •• • •• • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer %7 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 1711 Validation Checklist - Hardcopy Received Certificate of Independence FL16736 R2 COI EvalReoort871C.odf Referenced Standard and Year (of Standard) Standard Yea[ 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 hops://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2fIZm6TgPohLz6ont0d5HABPugYUIX1zzFJrTCXA%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: Approved for use outside Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 74" I.G. must be safety glazed Glass complies to ASTM E1300-04. Yes HVHZ: Yes x 63", DP +/- 60 psf. Outer lite in when used above 30 ft. in HVHZ. Installation Instructions FL16736 R2 II CWS-871C.pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R2 AE EvaIReoort871C.odf Created by Independent Third Party: Yes •••• 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal SI d2'', IMPACT, 1, 1 P1Si", 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-869e., r • • Verified By: Lucas A. Turn? • •••• • Created by Independent Third Party: Yes • • • • • • Evaluation Reports • ••• • FL16736 R2 AE EvalRepq 62ibdf • • • Created by Independent Tfifii''rd Party: Yes • • • • • • • • • • • • • • •••• Back Next • • • • • •• • • •• • • • • •• • • • • • • • • • Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EE0 employer f,nnvrlaht 2007-2011LStlte of Fbrl,i :: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall 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 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 berg. Product Approval Accepts: ® kheck Credit Card Safe security M FT1CIcs' • https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2flZm6TgPohLz6ontOd5HABPugYUIX1zzFJrTCXA%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 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-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 Laboratgrie4, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed TA8 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 Luca h:turner, 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 • May be used in the High Velocity Hurricane Zone • In the operable sash, requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16- 1117.02t, and in the fixed glass requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade N.O.A. 14-0916.11 t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10t t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 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. Lucas Turner 2017-09-16 09:27+20:00 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 24 5/8" GLASS DLO 641/4" MAX OVERALL FLANGE HEIGHT 63' MAX UNIT HEIGHT 59 MA SA HEI 1/16" K. H GHT B 5813/16" GLASS DLO 1 X r X 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 Cf� A 56 /4" GLASS DLO e e e GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "OX", "XO". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 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•RATIMG • II"M ACT RATING 111" x 63" +/- 60 PSF LARGE MISSILE IMPACT • • • • • • • 000 • • LucasTurne r 2017-09-22 13:54-04:00 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL µnU/q, ,,,,' OREWi��,i' .. •,... : v r .. No 58201 ": f. %Pc:\S T A E OF ::444,i: ,'''SSfONA� ENO`,, 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 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 CLASS TYPE AD 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 "H" SIKAFLEX 552 1/2" GLASS BITE r SETTING BLOCKS PER FBC 2411.3.3.11 laktVORN 1J 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: 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 • • 000 • • • • • • • • • • • • • • • • • • • •• ••• •• HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASHES (ITEMS 44 & 46) X • • • 410 • • • • • • • • • ••• • • • • • • • • • 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. • 000 •- �a • .. • • • • —41- • 11--• • • • • • • • • • • • • • • • • • • • • • • • • • • iIEAD IMPACThHOOK.ANO • •JAMB IMPACT HOOK/ROTARY LOOK LOCATIONS 1:20 000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 4100 • • • 000 • • ageollo 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 DESCRIPTION: SECTION VIEWS DRAWN BY: TEF DATE: 10/11/13 DWG 4: CWS-869 REV.: C SCALE: 1:2 SHEET 3OF6 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 46 47 48 49 50 PART # H-6049 DESCRIPTION Main Frame, SH/HS, Flange, PVC VENDOR Mikron MATERIAL PVC H-1681 S-6077 P-4638 Fixed Rail, Heavy Duty, Aluminum Cover, HD Fixed Rail, PVC #8 x 2 1/2" Ph Mod Truss Type A TEK Keymark Mikron Ajax Alum PVC Steel P-3342 Seam Sealer, SM-5504 Schnee Silicone S-1776 S-6013 Roller Track Screen Adapter, Jamb, PVC Keymark Mikron 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 Sash Meeting Rail, PVC Mikron PVC H-6051 H-6052 Sash Pull Rail, PVC Sash Top/Bot. Rail, PVC Mikron Mikron PVC PVC H-1497 H-1498 H-1699 Reinf. Sash Meet. Rail Reinforcement, Sash, Side Rail Reinforcement, Sash Pull Rail Keymark Keymark Keymark Alum Alum Alum P-3429 P-3783 Wstp., 0.270 x .187 back FinSeal, Grz Lock, Impact, PVC Uttrafab Interlock P-4051 #8 x 1 1/4" Ph Flat Tek, Wht. Fastenal Steel P-4069 P-3539 P-4958 P-633 P-4952 P-4779 P-3541 GLASS Keeper, Impact, 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 Zinc SEE SHEET2 Interlock Fastenal Interlock Interlock Interlock M&M Fastenal CARDINAL Steel Nylon Steel GLASS Purfect Glaze "H" or Sikaflex 552 Henkel/Sika Silicone P-3028 P-3218 P-4754 P-4755 Set. Blk., 85 Dur., 1/8" x 7/8" x 2" Lg. Screen Frame Screen Comer Key Screen Comer Key w/Safety Tab Frank Lowe Allmetal Allmetal Allmetal Rubber RollFonn Nylon Nylon P-3029 P-3033 P-3228 P-4772 P-3113 P-3752 Screen Pull tab Screen Spring Screen Spline Screen Cloth, Fiberglass Screw Support, PVC Cap Plug, 1/2" Hole Summit Fla. Spring Dapa Team Plastics M&M SS Rubber Nylon S-1577 S-1112 S-2000 Impact Hook, Frame, Jamb Reinforcement, Head, Jamb Impact Channel, Sash Keymark Keymark Keymark Alum Alum Alum P-3748 S-1999 H-6048 #6 X5/8 Ph FH TEK, Znc, Painted Impact Hook, Frame, Head Main Frame, SH/HS, Fin, PVC Ajax Keymark Mikron Steel Alum 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 PVC FRAME FLANGE-6049 PVC FRAME FIN-6048 t 1/16" HD MTG RAIL-1881 PVC SASH MTG RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER - 6077 r03/16' 0 L 6" PLAN VIEW-1999 6" PLAN VIEW-2000 HEAD IMPACT HOOK- 1999 0 3/16" L5/8" L 0 •6— •• • • • • • • • • •• • • • • • • t�116" • • •• • • • 5/8" f` 1/16 PANEL IMPACT CATCH - 2000 0 3/16" • • • • •• • • • • • • • • • • • • PLAN VIEW - 1577 LINE ITEMS NOT USED: 4, 38-39 • • • • • • • • • • • • • • •• • • 1/16" ALUM SASH IMPACT HOOK- 1577 • •• • • • • • •SCREW SUPPORT 3113 1/2" CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 COLIORN WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 5/8 1" 1s 1/16" SASH MTG. RAIL-1497 3/4" r- 3/16" 7/16" 1/16" S.B.R./S.S.R. - 1498 7/8" L PVC GLAZEBEAD - 6064 1/16" PVC SCREEN CATCH -6013 5/16° PVC SCREEN SUPPORT - 6014 IJTg: /jJ_L EXT.124I0jJSkIE A6,UMINUJ4 6063-T6 UNLESS OTHERWISE NOTED. • • • • • • • •- • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 3/4" }r 15/16" SASH REINF. - 1699 1 1/4" 1/16" 1/16" ROLLER TRACK -1776 9/16 1/16" GLAZE BEAD - 1112 PVC ANTI -LIFT - 6005 PROPRIETARY AND CONFIDENTIAL ��.�`v�pNO RE lN'T �',i� G . '`15:74_ No 58201 •t :13 STATE OF ;41� SSf.NA ;ENO`. k x 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.) NOTES: 3" (TYP.) 3" (TYR) IIi M161/4" I 1�'I IIiII EI rS-AXPO)Cy . - x 0 X <=.' ANCHOR LAYOUT - (FLANGE1 EE NOTE 2 INSTALLATION ANCHOR (TYP.) 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 4" MAX. (TYP.)-- 4' MAX. (TYP.)-_ 8" MAX O.C. (TYP.) 8" MAX. O.C. (TYP.) X 0 X ANCHOR LAYOUT - (FIN) 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 MATERla Og igATTNG+ DISSIMILAR METALS 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,4ANE ANCHORS SMALL MOT 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 SUBSTRA E,. • • • • • • 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FORBMABONRY, 1" FOR WOOD ARO METAI• • • • • • • •• • • • • • • • 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY.fdEARC1IT(ECT Qf;F4IGTNEER OF ILFJR15 AIQD INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND SON Y SUBSTRATES �1AY 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), FMAANDMA250(BOXWINDOWS), Fi10/QAIMA/WDIA43Q0(F•1(TEI;IQRQOORSL • • • • • • aorkom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL .``.P140REW+l�.. t No 58201 *i Cc ; 9O; STATE OF .-41 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: TEF DATE: 10/11/13 DWG it. CWS-869 REV.: C SCALE: 1:25 SHEET 5 OF 6 • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SFAI ANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT 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 06A VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER 06B HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS E ANCHOR TYPE MIN. EMBED CONCRETE (2.0 KSI MN.) 3/16" MN TAPCON 1-1/21... •.: 1D/8: • f v •: :.UT FLLED CMU (117 PCF MN.) 3/16" fTW TAPCON 1 .-- 1" • • • A" • • •' • FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4"_ 2-172P • FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 3/16" MN TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1 /9, ": • Pr. •' FLANGE 16 GAUGE (0.060") MN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEXOR RW TEKS SELF-DRLLING SCREW FULL ?I.j AD •• THR44960" • •• 7/ € • t • • FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD ' THRU 0.125" • " • • 7/16" FIN 2XMIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 1/2" •• RNAETER SEALANT • 81IINSTALLER ' • ISIDE•AN D 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 O6 HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION 6 O HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLPatitt F 1►AQVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP p AND Its, LUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: • • • • • -1WIQ. 1R1" 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. •• • • • • • • • • • • • ••• • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• • 000 • • Cgagfiem 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: INSTALLATION DETAILS DRAWN BY: TEF DATE: 10/11/13 DWG #: CWS-869 REV.: C SCALE: 1:2 SHEET 6OF6 6/13/2018 Florida Building Code Online ( •'I A Business Professional Regulation FI lida �p-y�r SprJUMMI OFFICE O,THE If SECRETARY DBPR HOPE ABOUTOBPR DBPRiblVISIONS CONTACT DBPR BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Staff ( BCIS Site Map I Links I Search I Product Approval USER: Public User Product Approval Menu > product or Application Search > AOpllcation List > Application Detail FL # FL13010-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. EJ Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc • a a ` • • • • •••• • • • •• • • •• • Authorized Signature Kevin Pine • • • • • • kpine@cws.cc • • • • Technical Representative Jay Lathrop Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Certification Mark or Listing • • •••• •••• •• •• •• •••• • ••• • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • •• • •• • • It • •• • Keystone Certifications, Inc. Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaazonS2SDienp6kee9uGfEA%3d%3d 1/3 6/13/2018 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 05/30/2018 05/31/2018 06/10/2018 FL # Model, Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: PW-8150, 36" x 72" and 72" x 76" see installation detail for DPs. Large Missile Impact. In HVHZ may only be used up to 30ft above grade. Glass complies to ASTM E1300-04. Certification Agency Certificate FL13010 R6 C CAC CAR 138-1357.p FL13010 R6 C CAC CAR 138-1362.odf FL13010 R6 C CAC CAR 138-562 p f Quality Assurance Contract Expiration Date 09/14/2019 Installation Instructions FL13010 R6 II CWS-433D.p f Verified By: Lucas A. Turner 58201 Created by Independent Third Party: No Evaluation Reports FL13010 R6 AE EvalReport433D.Ddf Created by Independent Third Party: Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window, Continuous Head & Sill. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 Other: Large Missile, Dp = +/- 67.5 psf, Max. size 74 1/8" x 72". Outer lite must be safety glass above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Certification Agency Certificate • "•' • FL13010 R6 C CAC CAR ITS -jA1e2.p f • • • • FL13010 R6 C CAC CAR T8r770 2.odf• •• FL13010 R6 C CAC CAR a ig(le2.p • • • Quality Assurance Contra ct•B•rziration Date 08/12/2019 Installation Instructions • • • • FL13010 R6 II CWS-510e.edf• •' Verified By: Lucas A. Turner•WQi • ••• Created by Independent Th ordi P arty: No • • • • • • Evaluation Reports FL13010 R6 AE EvalRepdISAle,pdf Created by Independent Tliird a y: Yes • • • • • • • • • • 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fin Fixed wipaoZ, 120" x t " • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: PW-8300, 120" x 48", DP = +/- 70 psf. Large Missile Impact. Glass complies to ASTM E1300-04. • Certification Agency Certificate • • • FL13010 R6 C CAC CAR 138-258e2.p FL13010 R6 C CAC CAR 138-481e2.Ddf FL13010 R6 C CAC CAR 138-482e2.Ddf Quality Assurance Contract Expiration Date 04/09/2019 Installation Instructions FL13010 R6 II CWS-373C.p f Verified By: Lucas A. Turner, P.E. FL PE #58201 Created by Independent Third Party: No Evaluation Reports FL13010 R6 AE EvalRewt3LICALIf Created by Independent Third Party: Yes 13010.4 .) PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fin Fixed Window, 120" x 48" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: PW-8300, 120" x 48", DP = +/- 70 psf. Large Missile Impact. Glass complies to ASTM E1300-04. Certification Agency Certificate FL13010 R6 C CAC CAR 138-1093.Ddf FL13010 R6 C CAC CAR 138-1320 e2.p FL13010 R6 C CAC CAR 138-250.Ddf FL13010 R6 C CAC CAR 138-274e2,p f FL13010 R6 C CAC CAR 138-457 pdf FL13010 R6 C CAC CAR 138-465 p f FL13010 R6 C CAC CAR 138-534,pf FL13010 R6 C CAC CAR 138-739e2.pdf Quality Assurance Contract Expiration Date 03/16/2020 Installation Instructions FL13010 R6 II CWS-159E.ildf Verified By: Lucas A. Turner, P.E. FL PE #58201 Created by Independent Third Party: No Evaluation Reports FL13010 R6 AE EvalReport159E.Ddf Created by Independent Third Party: Yes • • i • • • • • • https://www.floridabuilding.org/pdpr app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaazonS2SDienp6kee9uGfEA%3d%3d 2/3 6/13/2018 Florida Building Code Online Back' Next Contact 114 :: 2601 Blair Stone Road, Tallahassee FL 32399 phone: 850-487-1824 The State of Florida Is an AA/EEO employer. f,gj yrght 2007-2019 State of Florida :: privaQy Statement :: Accessibility Statement :: Refund Statement Under Florida taw, 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 mall 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: eCheck Credit Card Safe Securitym rklcs. .... • • • • .... • . • .. . • .. • . . .... • .• • . • . .... .... • . • . .... .... . ... • • • • • .. .. .. • • . • • • • • • • . . .. . .. . . . . • • • https://www.floridabuilding.org/pr/pr aPp_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaazonS2SDienp6kee9uGfEM/a3d%3d 3/3 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 159E September 7, 2017 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 72" unit size DP55 or 72" x 76" unit size DP67.5 (DP65 outside HVHZ) 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 HVHZ. 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-159E, signed and sealed by Lucas A. Turner, P.E. ••••• 3) Test Reports NCTL-210-3954-01 and-1A, andNCTL-210-3955-01 and -1AitfonnNatiopal.. Certified Testing Laboratories, Orlando, FL, with Testing Performed: AAMA/WUMA/CSA• • • 101/I.S.2/A440-08, ASTM E1886-05, ASTM E1996-05/09 and TAS 201, 202408.1994 (TAS reports 3954-1A and 3955-1 A signed and sealed by Gerard J. Ferrara, P.E.) •• • • •• • • ••• 4) Supplemental Calculations to support CWS-159E, signed and sealed by Lucas'A' 'Turner, VC • • . •. • Installation: Units must be installed according to approval document CWS-159E. • • •• • Limitations of Use: This product: • • • • • • May be used in 0 configuration in sizes up to 48" x 72" unit size at design preSSure'S of +05.15sf, or in sizes up to 72" x 76" unit size at design pressures of +/-67.5 psf in HVHZ or +/-65 psi. • outside the HVHZ, with max. glass daylight sizes as shown in CWS-159E • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-159E, with Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade NOA 14-0916.11t in DP65 or 67.5 units or Kuraray (Dupont )PVB Interlayer per Miami -Dade NOA 16-1117.02t in DP55 units • Requires Quanex (Milron) white rigid PVC framing per Miami -Dade NOA 17-0206.10t t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 6th Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas Turner 2017-09-16 07:24+20:00 • 00 tIORE W "tot V • .``� . No 58201 ;:.�+: : * :*- �13 13 • STATE OF ; �� - Lucas A. Turner, P.E. FL PE #58201 S1ONA\— 7: JO ''i• r. zx 9/07/2017 PICTURE WINDOW — LARGE MISSILE IMPACT 49 1/4" MAX. OVERALL FLANGE WIDTH 48" MAX UNIT WIDTH 45 1/8" GLASS DLO A 73 1/4" MAX OVERALL FLANGE HEIGHT 72" MAX UNIT HEIGHT 69 /8" GLASS DLO 0 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 ARCHITECTURAL SHAPES 2 GLAZING DETAILS 3 SECTION VIEWS 4 EXTRUSIONS & B.O.M 5 ANCHOR SCHEDULE & NOTES 6-7 INSTALLATION DETAILS 8 e e e 73 1/4" MAX OVERALL FLANGE WIDTH 72" MAX UNIT WIDTH 69 1/8" GLASS DLO 77 1/4" MAX. OVERALL FLANGE HEIGHT 76" MAX UNIT HEIGHT 73 /8" GLASS DLO 0 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "0". ARCHITECTURAL SHAPES INCLUDE, BUT ARE NOT LIMITED TO, THOSE SHOWN ON SHEET 2. 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 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 ARE FULLY WELDED. 8. SERIES / MODEL DESIGNATION PW-8300. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: 0 = FIXED SASH. 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. • • 000 • • • • • • • • • • • • • • • • •• • • • •• LucasTurner 2017-09-22 11:45-04:00 LOCATION MAX. UNIT SIZE DES4GN PRES�SUJR •F3ATINy6• .• IMPACT RATING ANY 48" x 72" . . :+/- 55•12SF. • . • • . . • • H/HRGE NONZ� '�HVHZ 72" x 76„- 65•p� �_�_• • LA MISSILE IMPACT +/- 67.5 PSF 75 .. • • • • • 000 • • • • • • • • • • • • 000 • • • • . • • • • • •• •• • • • •• •• 000 • • • 000 • • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8300 PVC PICTURE WINDOW IMPACT PROPRIETARY AND CONFIDENTIAL �� Py 6ENg GQ�i� No 58201 : ?� �t� * • •*� aP STATE OF :10 .7. S O R 1 O ;',.0 / �4Sf�NA„ N.... 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 05/05/07 DWG REV.: CWS-159 E SCALE 1:20 SHEET 1 OF 8 FULL CIRCLE 1/2 CIRCLE 1/4 CIRCLE FULL ELLIPSE COVAL") OCTAGON TOMBSTONE TRAPEZOID NOTES: 1. SEE SHEETS 6 & 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2. THRU FRAME - MASONRY, WOOD OR METAL OPENING. THRU FIN - WOOD OPENING. • • • • • • • •3. OVERALL SEE MUST NOT EXCEED THE MAX. WIDTH AND HEIGHT OF • • • • • ECT!NC GJLAR WINDOWS ON SHEET 1. ♦ • • • • • • • 4•ANi�i�R SPACING FORARCHffECTUAL FLANGE AND FIN WINDOWS • • • • • • MUST 1011L19W THE LAYOUTS SHOWN ON SHEETS 6 & 7, WITH ANCHOR SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. TRIANGLE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • ••• • •• 0410 - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• .•. • • • 0410 • • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW 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: ARCHITECTURAL SHAPES DRAWN BY: ADE DATE: 05/05/07 DWG#: REV.: CWS-159 E SCALE: 1:1 SHEET 2 OF 8 QUANEX DURASEAL IG SPACER " SETTING BLOCKS PER FBC 2411.3.3.11 1" OVERALL 3/16" ANNEALED or TEMPERED 1/2" AIR SPACE 5/16" LAMINATED 1/8' ANNEALED .090 DUPONT PVB INTERLAYER �1/8' ANNEALED PURFECT GLAZE "H" SIKAFLEX 552 1/2" GLASS BITE GLASS TYPE A QUANEX DURASEAL IG SPACER •• ••• • • • • • •• • •• • • • • •• • • • •• • • • • • • ••• • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••. • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 1' OVERALL 3/16" HEAT STRENGTH or TEMPERED 3/8" AIRSPACE 7/16" LAMI GLASS 3/16" HEAT STRENGTH .090 SENTRY GLASS IONOPLAST INTERLAYER —3/16" HEAT STRENGTH PURFECT GLAZE "H" SIKAFLEX 552 GLASS BITE GLASS TYPE MAX SIZE W x H DP +/-55 A 48 X 72 4.1 D +P /-67.5 B 72 X 76 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT PROPRIETARY AND CONFIDENTIAL S Pr10RE1y T�4,� :• No 58201 :�47 :t; * ;*' 13i STATE OF .4,40 Veg. •;OR1Qr••\,,, 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: GLAZING DETAILS DRAWN BY: ADE DATE: 05/05/07 DWG6: REV.: CWS-159 E CALE: 1:1 SHEET 3 OF 8 INTERIOR SECTION VIEW A -A •• • • • • • • •• • INTERIOR SECTION VIEW B-B • • • • • • •• • • • •• •• • • • • • •• • ••• • • ALTERNATE FIN FRAME • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••. . • • • • • • • Cadgb1198. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW 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: SECTION VIEWS DRAWN BY: DATE: ADE 05/05/07 DWG #: REV.: CWS-159 E SCALE: SHEET 1:1.33 4 OF 8 PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC 3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC 4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER 7 P-3352 SET. BLK., 85 DUR., 1/8" x 5/8" x 2" LG. FRANK LOWE RUBBER 8 PURFECT GLAZE "H", SIKAFLEX 552 HENKEL / SIKA SILICONE 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE 10 S-6064 GLZ. BE., FXD. (1" O.A. I.G.) MIKRON PVC 11 GLASS SEE SHEET 3 318" 21/16" PVC FRAME FLANGE - H-6006B PVC GLAZEBEAD - S-6064 0000 1/16" PVC FRAME FIN - H-6006A L- ••• • • • • •• 3/16'- • • Fe—• • •• ••• •• • • • •• SCREW SUPPORT - P-3113 3" 1 • • ••• • • •• - • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME CORNER CONSTRUCTION V114ylilJ(L zy WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cC CORNER WELD (ALL SIDES) SCALE 1:8 8300 PVC PICTURE WINDOW IMPACT PROPRIETARY AND CONFIDENTIAL ,,,,,,, E t',,,,• � No 58201 ":�9 .*• 11 crz. 11 STATE OF •40 S,,,NA ,,s`` 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: EXTRUSIONS & B.O.M. DRAWN BY: ADE DATE: 05/05/07 DWG#: CWS-159 REV.: E SCALE: 1:1 SHEET 5 OF 8 14" MAX O.C. (TYP.) 6" MAX (TYP.) 6" MAX (TYP.) SEE NOTE 2 14" — MAX O.C. (TYP.) NOTES: INSTALLATION ANCHOR (TYP.) I I 1 4" MAX (TYP.) 4" MAX (TYP.)- 8" MAX O.C. (TYP.) 8" MAX O.C. (TYP.) — SEE NOTE 2 �-- INSTALLATION ANCHOR (TYP.) ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) DP +/- 55 PSF DP +/- 55 PSF 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. 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 8. 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, At�[IANJ RSSI �LI�I T B� jJSED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 8. • • • • • • • • • • •• ••• •a • • • •• 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,•I" FOR WOOD1•AND M TA�. • • • • • • •• • • 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE AROTIECT aQ EISGINEER Oii RFCORDWNS IN€TPkLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 8. CONCRETE AND MASOI4RINGUBWRATES WIRY NOTBE 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 MDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS •• • • •• • • • �� • • • • • • • • • ••• • • • • • • • • • • • It • • •• •• • • • •• •• ••• • • • ••• • • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT PROPRIETARY AND CONFIDENTIAL Z QZ� W MIO O ZOZ Foc OZ WOO O&j Zd Z ZH n) OZOyZp m =LLviOOLLZ uj LLV)W OJH Lu ?=a OOW I— 0_ 1 a c 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 & NOTES DRAWN BY: ADE DATE: 05/05/07 DWG 8: REV.: CWS-159 E SCALE: 1:20 SHEET 6 OF 8 6" MAX. (TYP.) 6" MAX. (TYP.)- 7 5/8" MAX O.C. (TYP.) NOTES: 7 5/8" MAX O.C. (TYP.) SEE NOTE 2 ANCHOR LAYOUT - (FLANGE) DP +/- 65 PSF 4' MAX (TYP.) 4" MAX (TYP.)- 8" MAX. O.C. (TYP.) SEE NOTE 2 8" — MAX O.C. (TYP.) INSTALLATION ANCHOR (TYP.) k ANCHOR LAYOUT - (FIN) DP +/- 65 PSF INSTALLATION ANCHOR (TYP.) 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. 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 8. 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*•N F BE•USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 8. • • • • • • • • 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS EMB• EDMENT 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 MASONj2Y,411" FOR•• WOODWN• ME -;AR. • • • • • • • • • ••t "• • 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE AR IIITECTtI EAGINE t c R:CdRDDAN5 INtiTiLLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 8. CON E A "MASOq{IIYrSUBS)TRATES MAY NO?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/AAMANVDMA 300(EXTERIOR DOORS) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ( it tr WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW 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 & NOTES DRAWN BY: ADE DATE: 05/05/07 DWG #: REV.: CWS-159 E SCALE: 1:20 SHEET 7 OF 8 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 SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER OVERTICAL SECTION MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 —1/4' MAX SHIM TYPICAL SILL ANCHORAGE 1/4' MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4' MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 TABLE 1: APPROVED NSTALLATION FASTENERS FRA ANGHUK-i YYt mil,,. 1-1/2" •• •• • 1-1/8"• • LANGE CONCRETE (2.0 KSI MIN.) 3/16" (IVY TAPCON FLANC • • • • FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" oak. 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" ff1N TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" • • t • • '78" • FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HLTI KWIK-FLEXOR MN TEKS SELF-DRLLING SCREW FULL THREAD. I THRU 0.060" • • • • i/16" • FLANGE 1/8" ALUM. (6063-15 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD • THRU 0.125" • 7/16" FIN 2XMIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND NGE BY INSTALLER • • • ��.•• tP ireR IALANT • B IN T`11#LE • • • IN6IDG ANP 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 SEALANT BEHIND FIN BY INSTALLER O8 HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION 8 O HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION • FLANGE REIAOVAM NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND410CjLU IINV 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. • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • aggyllg WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT PROPRIETARY AND CONFIDENTIAL Qz3 w Q w Fzz0-OW OIp?�aZ�OZ WO�3u) yO¢aUtnI-ZQ I OZUVjzOU ¢30w0_ wOr u,cl�wF(JzW rna�S- cni O-Ju)I- _~( LU w D- C ttttttt `ttttpsOREW Toii `� GpS.yiGENs�:;'S,,y: -/ . No 58201 .:P * :*_ r. 93 STATE OF �ir. SS4. %.4 °°#,TS,ohA'iNo%. 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: INSTALLATION DETAILS DRAWN BY: ADE DATE: 05/05/07 DWG#: REV.: CWS-159 E SCALE: 1:2 SHEET 8 OF 8 1/4/2018 Florida Building Code Online FLORIO DIPARTmlitiT O Business Professional Regulation FI rida r / OFFICE OF,THE la 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 Unks I Search Product Approval USER: Public User product Annroval Meru, > product or Application Search > Aggllcation List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 • • • • •• Authorized Signature kpine@cws.cc • • • • • • • • • • •• • • •• • • • • • •••• 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 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Li 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 23 Validation Checklist - Hardcopy Received Certificate of Independence FL16736 R2 COI EvalReoort871C.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=wGEVXQwtDquBobl%2fIZm6TgPohLz6ontOd5HABPugYU IX1 zzFJrTCXA%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 EvalReoort871C.Ddf Created by Independent Third Party: Yes • • • • • • • • •.•• 16736.2 HS-8200 PVC Horizontal Slider • HS-8200 PVC Horizontal Slider! IMPACT, 1:1"� 81", 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 • • • • • • • • • i FL16736 R2 II CWS-869C.Mf • • • ••• • •, Verified By: Lucas A. Turner•58€111 • • • • • Created by Independent Thirfi•Iy: Yes ...• • • • • • •. Evaluation Reports • • • • • • ; •41 FL16736 R2 AE EvalReoort869C.ndf • • • Created by Independent TItI J Patty: Yes • • • • • • •; • • • • • Back Next • • • • • • • •• • Contact Ua :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 • • • • • • • • • • • •• • • • • • • •• • The State of Florida is an AA/EEO employer. copyright )007-'013 State of Florida :: privacy Statement •: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are 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 icensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit -Card I Safe SCCUrityMETRICS• https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2flZm6TgPohLz6ontOd5HABPugYUIX1zzFJrTCXA%3d%3d 2/2 T ENGINEERING & CONSULTING, INC. URNER 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 Laboralpries . Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed:" 1'iS'201, 202, 203 `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA7CSA 101 /I. S.2/A440 `08 •• , • •. • . • . .... 4) Supplemental Calculations to support CWS-871C, signed and sealed by Lucas A.Lurner, P.U. • • • •• .. •• •• • Installation: Units must be installed according to approval document CWS-871C. : • • • • • • • • Limitations of Use: This product: • • May be used up to the sizes and daylight openings indicated in CWS-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. 16-1117.02t • Requires Quanex (Mikron) 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 financial interest in any other entity involved in the testing or approval process of this product. Lucas Turner 2017-08-30 16:09+20:00 10 PNOREt ",, -.s . No 58201 • .. * = •• V : •ate p STATE OF .•`k1: '��Q, •..� a ��•.� ��`` 8/29/2017 ''. ''••� A ` C��•`� Lucas A. Turner P.E. �'��.�,;�ONp,��;�� FL PE #58201 �►+uipinno• r g- HORIZONTAL SLIDER - LARGE MISSILE IMPACT 75 1/4" MAX. OVERALL FLANGE WIDTH 33" GLASS DLO 74" MAX. UNIT WIDTH 64 /4" MAX. FLANGE HEIGHT 63" MAX UNIT HEIGHT 58 13/16" GLASS DLO O 59 9/16" MAX SASH HEIGHT e e e 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 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "OX", "XO". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 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. •• • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • -MAX. UNIT SIZE DESIGN PRES$15RE:F4ATIgICI '.• IIOIPACTRATING 74" x 63" +/- 60 PSF LARGE MISSILE IMPACT • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • LucasTurne r 2017-09-22 13:58-04:00 C®Ill WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL ,O``�'OREW'��i PN T �JGp• rA.�.0 E N,p"�;.�Qyy G. No 58201 t�11 .90; STATE OF 2�4/` i'4,(5 <OR1O�'Q\``• ''.iS..ONA ; .. 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 INTERIOR SECTION A -A SECTION C-C ALTERNATE FIN FRAME INTERIOR SECTION B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MDSPAN OF SASH (ITEMS 35 & 36) X •• • • • • • • • • •• • • • ROTARY LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS (ITEM 27) • ( • •• • • • ••• • •• • • • •• Titer • • ♦ • • • • • • HEAD IMPACAHOOKAND • • • JAMB ROTAR/ LbCK LpwATIONS • • • • • • • 1i20 • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • ••• • • • • • • • • • • • •• •• • • 7/8" OVERALL 1/8" ANNEALED or TEMPERED 7/16" AIRSPACE 5/16" LAMI 1/8" ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED PURFECT GLAZE IA" SIKAFLEX 552 1/2" GLASS BITE OUANEX DURASEAL IG SPACER r SETTING BLOCKS PER FBC 2411.3.3.11 a o111 ' 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 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 H-6052 H-6048 H-6050 H-6051 DESCRIPTION Reinf. Sash Meet. Rail Reinf. S.B.R./S.S.R, Meet. Rail, Fxd. Sash Top/Bot. Rail Main Fr., SH, w/ Fin., PVC Sash Meet. Rail, PVC Sash Side Rail, PVC VENDOR Keymark Keymark Keymark Mikron Mikron Mikron Mikron MATERIAL Alum Alum Alum PVC PVC PVC PVC H-6049 P-3029 P-3033 P-3113 P-3218 P-3228 P-754 P-3342 P-3352 Main Fr., SH, w/FIg., PVC Screen Pull Tab Screen Spring, SS Screw Support, PVC Screen Frame Screen Spline, .155 Dia., Blk. Screen Frame Comer Key Seam Sealer, SM-5504 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. Mikron Summit Hurley Team Plastic Allmetal Dapa Allmetal Schnee FrankLowe PVC Rubber RollForm Nylon Silicone Rubber P-3429 P-3539 P-4730 P-3752 Wstp., 0.270 x .187 back FinSeal, Gr< #8 x 3/4" Square TEK 2 Znc #8 x 1/2" Truss PH TEK 2 Znc Cap Plug, 1/2" Hole Ultrafab Fastenal Fastenal M&M Steel Steel 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 hterlock Nylon Steel P-4479 Weep Coder w/ Flap M&M Nylon P-638 P-4958 P-952 P-4959 P-4633 #8 x 2 1/2 Ph Truss SMS Rotary Lock Keeper, Rotary Lock Wstp., 0.420 x .187 back FinSeal, Gr< Barrel Fastener Ajax Sullisen SullKen Ultrafab Fastenal Steel Znc Znc Steel S-1112 S-1498 Reinforcement, Head Reinf. S.B.R./S.S.R, Keymark Keymark Alum Alum S-1776 S-1999 Roller Track Frame Hook, Head, Impact Keymark Keymark Alum Alum S-2000 S-6005 S-6013 S-6014 Panel Catch, Head, Impact Anti Lift Scm. Adapt., w/ Nib, PVC Scm. Adapt., PVC Keymark Mikron Mikron Mikron Alum PVC PVC PVC S-6063 S-6064 GLASS Fixed Rail Corer Glazing Bead SEE SHEET2 Mikron Mikron CARDINAL PVC PVC GLASS Purfect Glaze "H", SikaFlex 552 Henkel / Sika Silicone LINE ITEMS NOT USED: 33 PVC FRAME FLANGE-6049 �23/16" ,5/"ei 1 PVC FRAME FIN-6048 13/16"- -1/16" FOXED RAIL - 1836 PVC SASH MTG RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER - 6063 -0 3/16" 0 1- 6" PLAN VIEW-1999 0 6" L 3/16" -- 3" PLAN VIEW-2000 1 5/16" HEAD IMPACT HOOK - 1999 0 3/16" T 5/8" 5/Lr 1/16" PANEL IMPACT CATCH - 2000 4 •i1�� • • • • • • • • •1 • SCREW SUPPORT-3113• • • NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. • • •• ••• •• • • • •• 5/8}" 1"`0 I1/16" SASH SASH MTG. RAIL-1497 3/16" 3/4" j� 1/16" S.B.R./S.S.R. - 1498 1/4" 7/8" PVC GLAZEBEAD-6064 1/2" CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 Cg ,n l +� WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8200 PVC HORZ. SLIDER IMPACT 3/4" 1 } r 6" 15/16" 1/16' _Tl SASH REINF. - 1699 7/16" 1 1/4" PVC SCREEN CATCH - 6013 5/16" • ••• • • •• • I 1/16" • • • • • • • • • • PVC SCREEN SUPPORT-6014 • • • • • • a• a • • • • • • • •• • • • • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • a • • • • • • • • • • • • 6 • • • • • .•• • • • ••• • • 1/16" ROLLER TRACK- 1776 GLAZE BEAD-1112 3/8" PVC ANTI -LIFT - 6005 PROPRIETARY AND CONFIDENTIAL ,►��'0.10RE W,,•$•4 -, t No 58201 t°31 5 *" •* * E O; STATE OF ;4/5 ,•SS?bNA oe:% S. 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: DATE: ADE 10/10/13 DWG 8: CWS-871 REV.: SCALE: 1:2 SHEET 3 OF 5 12 1/2" MAX. O.C. (TYP.) 6' MAX. (TYP.) 6" MAX (TYP.) 17" MAX O.C. (TYP.) 1 13" 1 11111 (TYP) r SEE I 71 0 i I 1 X a1 I I I I �� -- / / ANCHOR LAYOUT -(FLANGE NOTE 2 INSTALLATION ANCHOR (TYP.) 4" MAX (TYP.) 4" MAX (TYP.) 8" MAX O.C. (TYP.) 8" MAX O.C. (TYP.) r _ . 0 I I X aI I I I I ANCHOR LAYOUT - (FIN) EE NOTE 2 INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 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. •M DISSIMILAR METALA•T� S OR MAT 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•4N•HORS€HALLNO, BE NEED 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, :" FOR WOOD AND M8►TA4 • • • • 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARG411TtCT c ENGIN O�@E�CORD AIJINSTOLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 5. CONCRETE AN66 MASO Y UBSTRATES M Y 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/AAMPAMg000(EX4-0110f4D(S) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • c_I1l WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL tpwrrrvy ��` PNORE No 58201 : 9 2 #; * ;*_ 9O; STATE OF ;,4r' #0';S�NA .0• 3O'E`. 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 4OF5 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 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 MN. EMBEDMENT SEE TABLE 1 C)5 A VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX SHIM INSTALLATION ANCHOR SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER 05 B HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS F TYPE ANCHOR TYPE MIN. EMB 1.1/8" FLANGE CONCRETE (2.0 KSI MIN.) 3/16" MN TAPCON 1-1/2" FLAN CMU (117 PCF MIN.) 3/16" ITW TAPCON " •• FLANGE CONCRETE (2.85 KSI MN.) 3/16" ELCO ULTRACON 1" • • FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2XMN. SOUTHERN PINE (G=0.55) 3/16" RW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" _ - • •y8" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" • • FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MN) #10-16 HLTI KW K-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" • •7•16" • • • • • • FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MN.) #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" • • • • • • • • • 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 05C HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FL•ANGUMOVAL•NOTE:•RARTIALLY OR FULLY REMOVING THE FLANGE, JP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: • ,•♦" • • • • • •�'• • 0LIIN 3/3" FILL�L& L�OIJSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. • • • ••• • • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL .��'Pp1OREr„4,i • No 50201 �P = 9O; STATE OF 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: ADE DATE: 10/10/13 DWG #: CWS-871 REV.: C SCALE: 1:2 SHEET 5 OF 5 • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • 11011 • • • 000 • • 1/4/2018 Florida Building Code Online FLORIDA IMPARTMENT OF Business Professional Regulation Florida ior 1 OFFICE OF_ i E V SECRETARY BCIS Home I Log In User Registration Product Approval USER: Public User BBFR HOW Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search product Approval Mrml > Produrt or Aooliration Search > Application I ist > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer 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 . . • • •• • • Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method (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 m 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 Validation Checklist - Hardcopy Received Certificate of Independence FL6890 R6 COI EvalReoort161D.odf 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 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxRttBg2vaMoE%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 09/26/2017 09/29/2017 10/08/2017 12/12/2017 FL # Model, Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Flg/Fin Casement. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 Other: 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 psf, Max. size 37" x 72". Outer lite in I.G. to be fully tempered when used 30 ft. grade in HVHZ. Glass complies with ASTM E1300-04. Installation Instructions FL6890 R6 II CWS-161D.odf • • • • • •••• Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL6890 R6 AE EvalReport161D.Ddf • • • •• Created by Independent Third Party: Yes • • • • • •above '..' • • • • • • •••• Back Next] • •••• •••• • • • • • • • • • • Cnntart I( :: 2601 Blair Sttur Road. Tallahassee FL 32399 phone: 850-487-118 4 • • •••• • • • • • • • • • • • • • • • • • The State of Florida is an AA/EEO employer f nnvriaht 7007-2011 State of Florida :: privacy Statement :: Accelsibilit• Statement :: jseiid Statement • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a ubiic-i cords requ,14'dE Rot send eleetronlc • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact Ij,50 487.1395. *Pursuant to Section... • • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Depa•menI 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 ndt wisi*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 Er¶lerthapter 455, F.S., please click hem. Product Approval Accepts: ® ® ® kiiik Credit. Card Safe sccuritv.11ETicics https://www.floridabuiiding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxRttBg2vaMoE%3d 2/2 TURNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 161D August 28, 2017 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5, 37" x 72" unit size with HS laminated glass, or 37" x 63" unit size with annealed laminated glass 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 IortpPL • •' •' •• • • •• 2) Approval drawing CWS-161D, signed and sealed by Lucas A. Turner, P.E. • •••• • • • •• 3) Test Reports NCTL-210-3673-1, -1A, -2, -2A, and NCTL-210-3674-1, -1A„2. 2&, from . National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994, AAMAIWDMA/CSA1O4 I.§.2/A440.'• 2005, and ASTM E 1886/1996 2002/2005 . •.. • . • 4) Supplemental Calculations to support CWS-161D, signed and sealed by Luca A'Turner,l'.E.' • • • • Installation: Units must be installed according to approval document CWS-161D. . • • • . .• • Limitations of Use: This product: • May be used in X config. in unit sizes up to 36" x 72" with 1/8" (HS or Temp.) outboard, -air- 1/8HS-090PVB-1/8HS laminated inboard glass, or in unit sizes up to 36" x 63" with 1/8" (Ann or Temp.) outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G. to be fully tempered when used in HVHZ above 30 ft of grade • Requires max. glass daylight sizes as shown in CWS-161D • Achieves design pressures of +/-67.5 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 NOA # 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. Lucas Turner 2017-08-30 16:01+20:00 `%it{t99999 • . (i ft-4 : No 58201 •13 1. :*= :*= 144,1E1 Lucas A. Turner, P.E. :9 =. STATE OF O• . .• FL PE #58201 8/28/2017 • •• CASEMENT - LARGE MISSILE IMPACT 38 1/4" MAX. OVERALL FLANGE WIDTH 37' UNIT WIDTH 35" MAX. SASH WIDTH 73 1/4" MAX. OVERALL FLANGE HEIGHT 72" MAX. UNIT HEIGHT 70" MAX. SASH HEIGHT 65 /2" GLASS DLO e e e 30 1/2" GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED - OPPOSITE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAILS 2 SECTION VIEWS 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 38 1/4" MAX. OVERALL FLANGE WIDTH 37' UNIT WIDTH 35' MAX. SASH WIDTH A--, 64 1/4" MAX. OVERALL FLANGE HEIGHT 63" MAX. UNIT HEIGHT 61" MAX SASH HEIGHT 56 1/2" GLASS DLO A 30 1/2" GLASS DLO RIGHT HINGED - SHOWN LEFT HINGED - OPPOSITE • GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4. DESIGN PRESSURES: -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 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 AND VENTS FULLY WELDED. 8. SERIES/MODEL DESIGNATION CA-8400. 9. THE DESIGNATION X STANDS FOR THE FOLLOWING: X = OPERABLE SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. •• ••• • • • • • •• • • • • • • •• • • • • • •• • • • •• LucasTurne r 2017-09-22 11:51-04:00 LOCATION MAX. UNIT SIZE DESIGN QRUURE RATING _ IMPACT RATING N '+i-6 PSF"" • • • • •• • • 37"x63" HVHZ5 � q• 6 _4 FV: ••' •lpJ G� MISSILE IMPACT NON-HVHZ 37"x 72"+/- +/- 65 PSF HVHZ 67.5 PSF • • • • • • • • • • • 060 • • • • • • • • • • • • • • • • 410 • • • • • • • 4100 • • • 0400 • • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT PROPRIETARY AND CONFIDENTIAL tttt OP`Pp1t)REW+T4,�� EN$ C7'P4. No 58201 :� s *"*� y O: STATE OF :Cu: �ONA'E,... S, 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: 05/05/07 DWG#: REV.: CWS-161 D SCALE: 1:15 SHEET 1 OF 6 QUANEX DURASEAL IG SPACER 7/8' OVERALL 1/8" ANNEALED or TEMPERED 7/16' AIR SPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED SIKAFLEX 552 OR PURFECT GLAZE "H" 1/2" GLASS BITE QUANEX DURASEAL IG SPACER 7/8' OVERALL 1/8" HEAT STRENGTHENED or TEMPERED 7/16" AIR SPACE 5/16" LAMINATED GLASS 1/8" HEAT STRENGTHENED .090 DUPONT PVB INTERLAYER 1/8" HEAT STRENGTHENED SIKAFLEX 552 OR PURFECT GLAZE"H" IrI * GLASS TYPE B •• • • • • • • • • •c • • • • • •• • •• • ••• • • •• • • • •• • • • •• • ••• • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • •• • • 1/2" GLASS BITE r SETTING BLOCKS PER FBC 2411.3.3.11 UNIT SIZE MAX POS. DP GLASS TYPE 37" x 63" +67.5 A 37" x 72 +67.5 B • • • • • • • • • 111• • • • ••• • • • • • • • • 1 • • • •• • • • •• •• • • • • • • • agoine WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT 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: GLAZING DETAILS DRAWN BY: ADE DATE: 05/05/07 DWG#: REV.: CWS-161 D SCALE: 1:1 SHEET 2 OF 6 INTERIOR SECTION VIEW A -A ALTERNATE FIN FRAME ITEMS NOT SHOWN FOR CLARITY: 14, 16-17, 19-20, 25, 27, 32, 34, 37-38, 42, 44-45, 50 INTERIOR SECTION VIEW B-B •• ••• • • • • 4 •• • • • • • •• • ^ w • ••• • • •• ••• •• • • • • ••• • • •• • • • • 4 • • • • • • • • • • • •• • It • • • • • • •• • • • • • • • • • ••• • • • 41041 • • • • • • • • • • • • • • • • 4 • • ••• • • • • • • • • • •• •• • • • •4 •• ••• • • • ••• • • again[ WINDOW SYSTEMS 11� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT 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: SECTION VIEWS DRAWN BY: ADE DATE: 05/05/07 DWG #: CWS-161 REV. SCALE: 1:2 SHEET 3 OF 6 PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-6030B FR., CASE., MAIN, HEAD MIKRON PVC 2 H-6030B FR., CASE., MAIN, SILL MIKRON PVC 3 H-6030B FR., CASE., MAIN, JB., RIGHT MIKRON PVC 4 H-6030B FR., CASE., MAIN, JB., LEFT MIKRON PVC 5 H-6030A FR., CASE., W/ FIN MIKRON PVC 6 H-6008 SASH, CASE., TOP RAIL MIKRON PVC 7 H-6008 SASH, CASE., BOT. RAIL MIKRON PVC 8 H-6008 SASH, CASE., SIDE RAIL, HINGE MIKRON PVC 9 H-6008 SASH, CASE., SIDE RAIL, LOCK MIKRON PVC 10 H-1592 SCREEN RAIL, SIDE/BTM KEYMARK ALUM 11 H-1593 SCREEN RAIL, TOP/SIDE KEYMARK ALUM 12 GLASS SEE SHEET2 13 P-3028 SET. BLK., 85 DUR., 1/8" X7/8" X2" LG. FRANK LOWE RUBBER 14 P-3029 SCREEN LIFT -OUT SUMMIT 15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER 16 P-3195 SCREEN SPRING, NO HOLE -TENSION 17 P-3197 18 P-3217 SCREEN CORNER KEY VVSTP., WHRE LEAF SEAL, FRAME M&M NYLON AMESBURY RUBBER 19 P-3228 SCREEN SPLINE, .155 DIA, BLK DAPA 20 P-3281 SPACER, DURASEAL, SEE SHEET 3 DURASEAL TRUSEAL 21 P-3342 SEAM SEALER, SM-5504 SCHNEE SILICONE 22 P-3429 WSTP., .270 X.187 BACK, ULTRA FIN, BLACK, SASH ULTRAFAB 23 PURFECT GLAZE "H" , SIKAFLEX552 HENKEL, SIKA 24 P-3539 #8 X3/4" QUAD PH TEK, ZINC, SCREW 25 P-3581 SCREEN CLOTH, 18 X 16 FIBERGLASS PHIFER 26 P-3587 #8 X 1" PH FH TEK 2, SS, SCREW FASTENAL SS 27 P-3613 CWS LBL. (LOGO) 28 P-3685 CS-8400 GOLD CERT. LABEL, NFRC TAB 29 P-3752 CAP PLUG, 1/2" HOLE M&M NYLON 30 P-3881 TEMPORARY LBL. (NFRC/DP) 31 P-3940 SNUBBER, SS, PVC 32 P-4003 TIE BAR GUIDE, ROTO. HDWE. ROTO SS 33 P-4004 #8-32 X 1/2" PH PH, MS, SS (ROTO HDWE. LOCK) FASTENAL SS 34 P-4005 SUPPORT PLATE, LOCK, SS, ROTO HDWE. (Use w/ P-006) ROTO SS 35 P-006 LOCK, MULTI -POINT, ROTO HDWE., WHITE ROTO SS 36 P-007 ROTO. OPERATORS (FOR LEFT/RIGHT OPEN CASEMENT) ROTO SS 37 P-4009 TRACK & SLIDER ASSM., ROTO OPER, ROTO HDWE, (13") ROTO SS 38 P-4010 STUD BRKT., ROTO OPER., L.H., ROTO HDWE. ROTO SS 39 P-012 SHIM, ROTO OPERATOR, ROTO HDWE. (4.8mm) ROTO NYLON 40 P-014 HANDLE, STD, ROTO OPER, ROTO HDWE. (WHITE) ROTO ZINC 41 P-018 HINGES (LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS 42 43 P-4020 P-4021 SUPPORT WASHER, ROTO OPER, ROTO HDWE. (SS) #8-32 x 3/4" Quad FH W/ 1/16" Lead, MS, SS, ROTO OP., ROTO ROTO FASTENAL �9 • 44 45 P-024 P-4031-P-4040 GASKET, ROTO OPER., ROTO HDWE., 1/16" TIE -BARS, ROTO HDWE. 1-5 LOCKPOINTS, SS (BY OA HGT.) HOP ROTO 99 • 46 P-050 REINF. COIL -ALUMINUM, 5052-H32 (.050 X.437), HD PRECISION STEEL ALUM 47 P-043 STRIKE, MULTIPOINT M&M NYLON 48 P-4146 #8 x 3/4" PH FLAT TEK, SS FASTENAL •SS •• 49 P-491 REINF. COIL -ALUMINUM, 5052-H32 (.062 X.656), HD PRECISION STEEL 50 51 P-641 S-1505 #8 x 5/8" PH FLAT TEK, #7 HEAD, SS REINF. CASE. SASH FASTENAL KEYMARK ;A13JM •SS • •4L JM 52 S-6064 GLZ BD., 7/8" MIKRON PVC NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. • • PVC FLANGE FRAME H-6030B 2 1/4" r••41R" • • • • •• • • • r•• • 2 11/32 _--{ rjr=c11_2--1/16" PVC SASH H-6008 17/32" 1 9/32" 1/16" SCREEN RAIL SIDEBTM H-1592 3 1/8" • • • • • • •• r • • •• • • • PVOFIN FRAME • • • • --•3�• • • • • • • w • • • • • • •• • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • •• •• 1/16" PVC GLAZING BEAD S-6064 COIL, .062 X .656 P-4491 1/2" 17/32" 1 9/32" FRAME AND SASH CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 again WINDOW SYSTEMS r 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 7/16" 1/16" COIL, .05 X .437 P-4050 11 F 1/16" SCREEN RAIL TOP/SIDE H-1593 3/4" 11/16" s1 3/32" 7/32" T SASH REINF. S-1505 SCREW SUPPORT P-3113 8400 PVC CASEMENT IMPACT PROPRIETARY AND CONFIDENTIAL ttt tttttOREW'; ., T v : A No 5B201:i5 t ! A 0'33 STATE OF tur. OR: ttt `916IJ A - ENp0• tttttttttttttttt 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: 05/05/07 DWG It. CWS-161 SCALE: 2:1 REV.: D SHEET 4 OF 6 12 1/2" MAX O.C. (TYP.) 6" MAX (TYP.) 6" MAX (TYP.)- 10" MAX. O.C. (TYP.) NOTES: SEE NOTE 2 ', / / < X ANCHOR LAYOUT - (FLANGEI FOR UNITS UP TO 37" x 72" 12 1/2" MAX. O.C. (TYP.) 6" MAX (TYP.) 6" MAX (TYP.)- 14 3/4" MAX O.C. (TYP.) — INSTALLATION ANCHOR (TYP.) 8" MAX O.C. (TYP.) 4" MAX (TYP.) 4" MAX (TYP.)- SEE NOTE 2 ANCHOR LAYOUT -(FLANGE FOR UNITS UP TO37"x63" 8" — MAX. O.C. (TYP.) INSTALLATION ANCHOR (TYP.) r SEE NOTE 2 - 1 i 6 THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FINI FOR UNITS UP TO 37"x 72' 8' MAX. O.C. (TYP.) 4" MAX. (TYP.) 4" MAX. (TYP.) - 8" MAX O.C. (TYP.) INSTALLATION ANCHOR (TYP.) r - SEE NOTE 2 X 6" THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FINI FOR UNITS UP TO 37" x 63" 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, ANE:AI 10RCSI-r/1LI:Nty Bt USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. • • OOOOO • • • • • 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OP♦<NIN6S,I=MBLfi1MENtSHALL EitOOND 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 MASONV,•1" PCr4VOOVIQ MEfA4. • •• • • • 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR EINGINEER Of RECORDIANS INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONORE!E ANDTAASONRYSUSVSATESRie11 Ne1;11t 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) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • W®Ill [ WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT 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 & NOTES DRAWN BY: ADE DATE: 05/05/07 DWGI: REV.: CWS-161 D SCALE: 1:20 SHEET 5 OF 6 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 SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER J L_ FL MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM INTERIOR MIN. EMBEDMENT SEE TABLE 1 MN. EDGE DIST. SEE TABLE 1 INTERIOR MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM Jui INSTALLATION ANCHOR SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER 06 B HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS Fn. . T=F fLST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" • • MAP • FLAN • FLANGE CONCRETE (2.85 KSI MN.) 3/16" ELCO ULTRACON 1" • 1 • •• FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" • 2-172 FLANGE 2XMN. SOUTHERN PINE (G=0.55) 3/16" TAPCON OR ELCC O 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") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HLTI KWIK-FLEXOR ITW TEKS SELF-DRLLNG 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 / DRLLING SCREW FULL THREAD • THRU 0.125" • • • 7/16" FIN 2XMIN. SPRUCE -PINE -FIR (G=0.42) #8 WOOD SCREW 1-1/2" 7/16" • • • • • • • • • • • • • • • • •• •• V 1°ERIMEtEI4SEALANT • 5 OJj • • • •• 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 SEALANT BEHIND FIN BY INSTALLER 06C HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION NOTE: ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DET. B/6) REQ'D AT THE HINGE SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION ityNGE I elvR)Viie WOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, JJP•TO ANDINCLSIDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: • • • • • • • • • 1v1IN. 1?4;PILLL=bF 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. • • ••• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT PROPRIETARY AND CONFIDENTIAL ..........� �GENSF....... • No 58201 : 9 *, ▪ 9O; STATE OF ;4it 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: ADE DATE: 05/05/07 DWG #: CWS-161 REV.: SCALE: 1:2 SHEET 6OF6 1/4/2018 Florida Building Code Online Business FLORIOA o@PARTMINTCIP Ot Professional Regulation Florida LP.cCvmm.Ytm I, OFFICE OF THE ',SECRETARYa BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications Product Approval USER: Public User Product Aoornval MPnll > product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature FL16177-R2 Revision 2017 Approved 0 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 FBC Staff I BCIS Site Map I Links I Search (352) 368-6922 Ext 245 kpine@cws.cc • • • • • •• • • •• • • • •••• 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 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • •• • • • • • • • • •• • •• • • • • • • •• • 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 WI Validation Checklist - Hardcopy Received Certificate of Independence FL16177 R2 COI EvalReoort812C.odf Referenced Standard and Year (of Standard) Standard Yea[ 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=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBlPrafAGHlxlsgtjUObE4bzoQ%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 Iite 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 EvalReoort812C,pdf Created by Independent Third Party: Yes • • • • Back • • • • • •• • • • • • • • •• • • • • • • • • � • • • Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1a24 • • • • • • • • • • • • • • • •••• The State of Florida is an AA/EEO employer. Coovriaht 2007-70t'�,4tatP of Florida :: privacy Statrmrnt :: Access �IIi Sdtalement :: J fur�dS Cement • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a 4yp?c jvords request• o not send elegir•gic• • • mall 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 D•p•rime•twith an email address If they have • one. The emaits provided may be used for official communication with the licensee. However email addresses are pubic Rcord•If fbu do not wish to supply a p A• address, please provide the Department with an email address which can be made available to the public. To determine if you area licensee`yrin t pter 455, .. • • please click here . • • • • • Product Approval Accepts: • • • •• • •• • • • MEI ® ® i-ehick El • • • Credit'Card Safe securit\'MF.TItICs' https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBlPrafAGHlxlsgtjUObEAbzoQ%3d%3d 2/2 T ENGINEERING & CONSULTING, INC. URNER 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 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-812C, signed and sealed by Lucas A. Turner, P.E. • • • • • • • • 3) Test Report NCTL-210-3815-1A, -2, and -2A, by National Certified Testingialfor$tories,, •• Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: • TS 01 /2bkb0S- 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101t1.32/A440-08 4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas•A' 1urner9P'1•.• • •••• •••• 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 as sbt vn in UWS- •• • •• • • •• ••• • •.• • • • •• • • • • 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 outboard lite (Tempered 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 (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206. lOt 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. Lucas - . • • No 582€11 �r. Turner . * * i* EZ.% 2017-08-30 :-0 03 • ▪ STATE OF . ,ll. 16:11+20:00 %o,��..c P; ��`��= 8/29/2017 ,FS • �.o r! �•'•�?\.�� Lucas A. Turner, P.E. ��S��NA� `�� FL PE #58201 SINGLE HUNG - LARGE MISSILE IMPACT 53 1/8" MAX. OVERALL FLANGE WIDTH 51 7/8" MAX. UNR WIDTH 47 11/16" GLASS DLO A 1 63" MAX. OVERALL FLANGE HEIGHT 61 3/4" MAX UNIT HEIGHT B 2613/16' GLASS DLO 30 3/16" MAX SASH HEIGHT X 26 7/8" GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAIL 2 SECTION VIEWS 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 45 1/16" GLASS DLO A 48 3/8" MAX. SASH WIDTH GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "O/X". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. 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 FRESSIIRE • •: ; IZVI�A�1•R \1GING 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 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL •`%` PNORE W T,• 4,*;'� <, (6ENSF:�ti: No 58201 .1) CC 0 : STATE OF •LB 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: 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 IT OR SIKAFLEX 552 1/2" GLASS BITE " SETTING BLOCKS PER FBC 2411.3.3.11 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL ......0REW i�� 9 No 58201 .11 *• * **E 3.t STATE OF ;�4/i A. :i.. t. t.t ,,i... /ONA ; EN.., 2- 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 REV.: CWS-812 C 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 INTERIOR SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • Qgoiii WINDOW SYSTEMS [' 4 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL tttt .`t'PORE W i,,i i,;�, ��.GE582S0F:Q�� i4; * ;*1 120; STATE OF 4V/1 0� '';SSO liNA 1.0.. 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRFTION: SECTION VIEWS DRAWN BY: BAT DATE: 06/18/12 DWG #: CWS-812 REV. SCALE 1:2 SHEET 3OF6 PARTS LIST ITEM PARTS 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/Flg., 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 Coverw/ Flap Gaer Plastic 32 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray URrafab 37 P-4638 #8 x 2-1/2 PH Mod. Truss, Type A, TEK 2 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 P-3752 Cap Plug, 1/2" Hole M&M Nylon 47 P-3438 Sikafex 552 or Purfect Glaze "H" Sika/Henkel 48 P-3352 Set. BIk., 85 Dur., 1/8" x 5/8" x 2" Lg. F. Lowe Rubber 51 P-3881 Temporary Lbl. (NFRC/DP) 52 P3613 CWS Lbl. (logo) Pro Label 53 Sash SEE SHEET2 GLASS 54 Fixed SEE SHEET2 GLASS 56 P-3281 Spacer Duraseal 62 P3218 Screen Frame, Horiz. Allmetal Alum 63 P3218 Screen Frame, Vert. Allmetal Alum 64 P3321 Screen Frame Corner Key Allmetal Plastic 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Betterwe Fiberglass 66 P3228 Screen Spline, .155 Dia., Blk. Dapa Vinyl 67 P-3029 Screen Pull Tab Summit Alum 68 P3033 Screen Spring, SS FI. Screen SS 70 P-3113 Screw Support for PVC T. Plastics Nylon 71 H-1836 Alum. Fixed Rail Keymark 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, 5761, 69 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. PVC FRAME FLANGE-6031 REINF., IMPACT HOOK- 1112 1 5/16" 7/8" 1/16" PVC SASH STOP - 6025 3/4" 3/16' T 1/16" REINF. S.B.R./S.S.R. - 1498 0 3/16" 1/2" PVC SASH BTM. RAIL-6028 1 3/16" PVC SASH SIDE RAIL - 6004 1 1 /8.1 m 1/16" PVC SCREEN CATCH - 6013 PVC SASH TOP RAIL-6027 FIXED RAIL - 1836 PVC FIXED RAIL COVER - 6063 5/8" 0 1/16" REINF. BTM RAIL-1699 REINF. TOP RAIL-1497 r • • • • • • •• • • • • •• V t • • • f. • •• • • • •• 5' • • • • • •• • 0 • • IMPACT HOOK • • • • • • • • • • • • • • S-1577 • • • • • • • • • • • • • ;lb • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • ••• • 1/2" 3/16" FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 again 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 PVC GLAZING BEAD-6064 SCREW SUPPORT-3113 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: BAT DWG 8: CWS-812 SCALE: 1:2 DATE: 06/18/12 REV.: C SHEET 4 OF 6 6" MAX. (TYP.) 6" MAX (TYP.)- 17" MAX. O.C. (TYP.) 10 /2" MAX O.C. (TYP.) L_ 4" (TYP) 10 1/2" MAX O.C. (TYP.) 4" (TYP.)- 4" (TYP.) 0 X NO ANCHORS REQUIRED IN SILL SEE NOTE 2 INSTALLATION ANCHOR (TYP.) MTG RAL NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. 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. s• ••• • • • • • •• 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCI'IORS SHAM. 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, •E•MBEDMENT 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. • ••• • • •• a 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY; 1" FOR WOOD APID k1ETAL. • • • • �l • • • •�L ••t• • • 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE AF;CH TECtQR gNGIIaRDF gEC.OR4r AGD IWSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONW SUBSTRATES PRAY NW 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/AAMA/WDMA 300(EXTERIOR DOORS) ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • c_I11�,' WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL ,,,,p,s1OREWT,si o 58201 -• '• 15' *: * ;* •9; STATE OF 44i` V5',ONA;ENs��, 9/22/2017 + N 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: BAT DATE: 06/18/12 DWG REV.: CWS-812 C SCALE: 1:15 SHEET 5 OF 6 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SFAS ANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SFAI ANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 I MIN. EMBEDMENT SEE TABLE 1 1/4" MAX SHIM CONTINUOUS DOUBLE 3/16" BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. 1/4" MAX SHIM A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 TABLE 1: APPROVED INSTALLATION FASTENERS rsIJDBFIdCrrrW ANCHOR TYPE MIN. EMBEDME III "! eE91CL CONCRETE (2.0 KSI MN.) 3/16" MN TAPCON 1-1/2" 1-1/8-: HOLLO " •� • CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" • • GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" 2X MIN. SOUTHERN PINE (G=0.55) 3/16' fTW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" • • 0 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7 3 •j I 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YELD MIN) #10-16 HLTI KWK-FLEXOR fiw TEKS SELF-DRLLING SCREW FULL THREAD THRU 0.060" 7/ • • • I 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" • • • •• • • • • • • • • •• • • • • •• MIN. EMBEDMENT SEE TABLE 1 1/4" MAX SHIM INSTALLATION ANCHOR 71 •� SEE TABLE 1 • • • •• • •PE•IMBREl•SEALANT • •BYQJSIALLER • •NSIDEOND MUT • • • • • • • • •• SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SFAI ANT BY INSTALLER INSIDE AND OUT SFAI ANT BEHIND FLANGE BY INSTALLER 06BB HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE 6 O HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION • • • • • NGE ReIAO j9OTE: PARTIALLY OR FULLY REMOVING THE FLANGE, • •U TO ANIA/ INCIaMiNG A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: • •• • • • • • • • • • • • •• •MIN. 1F/y tIL!ETJDF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED • • INSIDE AND O T, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • It • • • • • • • • • • •• •• • • • • • aggn WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL ......ORE W..i.�, T -� • No 59201 ••;11S ** ;* w9O; STATE OF ;4/ SS��NA � k,•%% 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: BAT DATE: 06/18/12 DWG#: REV.: CWS-812 C SCALE: 1:2 SHEET 60F6