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WS-18-971Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address ermi Per"rnit NO. WS-4-18-971 Permit Type: Windows/Shutters Cork Classification: Window/Door Replacem PermitStatus: APPROVED Issue Date: 4/2312018 Expiration: 10/20/2018 Parcel Number Applicant 150 NW 94 Street Miami Shores, FL 33150- 1131010330780 Block: Lot: BARBARA DEPENALOZA Owner Information Address Phone Cell BARBARA DEPENALOZA 150 NW 94 Street MIAMI SHORES FL 33150- (305)926-4230 150 NW 94 Street MIAMI SHORES FL 33150- Contractor(s) FLORIDA HOME IMPROVEMENT Phone (954)792-4415 CeII Phone Valuation: Total Sq Feet: $ 29,762.00 0 Type of Work: REPLACE 11 WINDOWS AND 2 DOORS No of Openings: 13 Additional Info: REPLACE 11 WINDOWS AND 2 DOORS Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $18.00 $3.45 $2.30 $6.00 $230.00 $9.00 $24.00 $292.75 In consideration of the issua pertaining thereto and i accepting this permit required for ELECTRI OWNERS AFFID construction a Pay Date Pay Type Invoice # WS-4-18-67143 04/12/2018 Credit Card 04/23/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 242.75 $ 242.75 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 1 e of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations ity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ppnsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are G MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. regoing information is accurate and that all work will be done in compliance with all applicable laws regulating uthorize the above -named contractor to do the work stated. April 23, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy April 23, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-310347 Scheduled Inspection Date: August 16, 2018 Inspector: Naranjo, Ismael Owner: DEPENALOZA, BARBARA Job Address:150 NW 94 Street Miami Shores, FL 33150- Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Number: WS-4-18-971 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (305)926-4230 Parcel Number 1131010330780 Phone: (954)792-4415 Building Department Comments REPLACE 11 WINDOWS AND 2 DOORS Infractio .Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid inspector Comments CREATED AS REINSPECTION FOR INSP-301570. Missing screens at opening #11 August 15, 2018 For Inspections please call: (305)762-4949 Page 28 of 42 OWNER: Name (Fee Simple Titleholder): Address: KO rJO qy ST. City: P4►'rt, licm5 BUILDING PERMIT APPLICATION Miami. Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED APR 12 2018 Ci2 FBC20n- Master Permit No. IN S v 01- ` Sub Permit No. •BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I cO 136 9 £ ST City: Miami Shores County: Miami Dade Zia: 3 3 I ro Folio/Parcel#: 1 t - 3 tot. 03,3 - DI f O Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: BIY11.96Ats. Pc -a es o1 Phone#: 30c- 9 2b -4230 State: F zip: 33 I re) Tenant/Lessee Name: N/A Phone#: N/A Email: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Address: 4070 SW 30 AVE Phone#: 954-7924415 City: HOLLYWOOD Qualifier Name: WAYNE T. BURNETT State: FL Zip: 33312 Phone#: State Certification or Registration #: CGC061890 Certificate of Competency #: DESIGNER: Architect/Engineer: N/A Phone#: N/A Address: N/A City: N/A State: N/A zip: N/A Value of Work for this Permit: $ Z 9. 1 b 2. Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace Description of Work: REPLACE ► 1 O i mot 5 Z. t'QY2S • ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ . TOTAL FEE NOW DUE $ 2 % 2 Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City N/A State N/A zip N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A zip N/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,'AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature auc. d c�-Q..Y>Cll7�6L=Signatur OWNER or AGENT The foregoing instrument was acknowledged before me this R L4 day of A-1, Y111 , 20 be PEZOteLt , v ho is personal! r�l me or who has produced by n to as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ************** APPROVED BY .�1 '4, ASPIEL R. CASTILLO `•;. MY COMMISSION # GG 079600 EXPIRES: March 6 2021 EoF.F�4: Bonded Thry Notary PutAic Underwriters CONTRACTOR The foregoing instrument was acknowledged before me this 8 day of IN -Ft: i , 20 18 , by T • 13)1't is personally - own to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: j( Print: t 5r($ — Seal: Plans Examiner eSD. JASMIN M VEGA MY COMMISSION # GG147563 'ice �o! EXPIRES October 01, 2021 Zoning (Revised02/24/2014) Structural Review Clerk 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). Acknowledgement: E'er 4 Lone PE�p'o'►c Qualifier/Owner Signature Date Print Name Florida Home Improvement Associates Manse No. CGC 04111110 QB44516 3044 SW 42nd St., Ft. Lauderdale. FL 33312 Job# arJ " tt Braward Tel: 954-792.4415 Mlaml Gads TsI 305.645.1469 Far: 964-792-200 Mk: Email: INFO@FHAPRODGCTS.cOM Replacement Windows Contract Ho rne Phone:J057— ! 4r-9133 Bus. Phone: rid rrft ate) ',75-3 City State Zip This Contract is made and entered into this w"day of , •r 20'. by and between Florida Home -Improvement Assodates, Inc, a Florida corporation ("Contractor or "High and owners) named above of the residence located at the address fisted above (*Owner). The Work. Contractor agrees to perform the work described below: 1) Remove existing units to be replaced. (NOTE: Removed Items are likely to be damaged.) 2) Prepare openlnp as necessary to receive replacement units. 3) WINDOWS: FHA Energy Storm Saver _ Simonton Vinyl Insulated Instal _ Aluminum Insulated. ` Aluminum Non -Insulated 4) Dowrr:�FHA Mere, Slam Saver _ Akaan mum insulated, .�Aluminurn Non -insulated Directions ars viewed from the Inside. OR sliding ales doors Active end Reed Panels are Identified. On Casements and dawn Frendr doors the hinge Is Identified night Hinge and loft Hinge. On Double -Smith Doors the more salve door Is Isle rifled Impact (-..7L3. Non -impact:( % Color: White: C Tan: Bronze: Grey Mil Finish: !*adds 23B Qly.e 3 Lik era II14 yes( ) lea( Sandard_ Custom +. Q2Y Qty_f_. Qh QtV MY_ ACME FIXEDFA AF� W RH ° RCM ACME z -- .. Wino Gloss Door s g AA AF FA l FAAF AAF FAA Qty CRY MO OW MY Qhf RFI( )�W( ) Otv RA( ) LA( ) Qty A Qty Class: U l k 101,4 C/4_sj 4 / Ier kJ -A (� D1iN Q INITIAL HERE -i- Warranty: Masrufacpners Warranty sent upon competition. //// 5) Work NOT to be replaced- DOG"- /K. v44 INITIAL HERE-) '• 6) If applicable, removl Wi1ela, t nd/g1 - seY ban e/ eJ""� kArrat 4) Qc?ilePJ, ebr a and provide neaFsaiy Permits rl .Thom nce.. . . 9) : ifapplicable, in the even .that Contactor Is unable •for whatever reason taabtain proper permits prior towmmencement of any work, C.entrac or shag refund any previous payment and this transact n shaltbe autoniatlallycanceled. (No flnlslr, than no7arbelo to be ne ur+�ls nogg! bE�pyl ./ / Additional Work: 4'QF )/' //t ,,,,/K1�4.� 7L�`�_P 1 tc f-tot CO a ry kV/ Ilegf,- pe._cAold Schedule: Contractor shall commen a work within ("Clays after execution of the Contract (the 'Commencement Da complete al Work hereunder within days after the Commencement Date. I eovhvae The TOTAL PRICE for an Labor and Materials (Including any applicable discount) Is Down Payment Balance Payable Contractor will provide to Owner a Final Waiver and Release of Lien and Contractor's included in chanter 713r ride Statues 120051. Chde coiyf99 r NO) Owner elects to apply for fnandng of the above -statue Imp sum mount. if yes is dreled see financing agreement and retie is w Notkeet ha.Osr, If fhsadng b dnOw being ebasd by Millar ayDonotidinWit be w1rpr nontcontractcrredo:OmMsndnm gdoarmas)Inblank. a b). You are titled to a copy either contract at tie thin you slim. Keep It to protect your lap* tight. c). TM e Remodel documents Mashed to this home hnposenant contract may contain a mortgage or otherwise create a Dorton your property that could he fore -dosed on if you do not pay. Se sure you understand allprovisions of the contract and financial documents before you Jklizejlgeggeti This' contract contains the entire contract of the parties. it may not be changed orally but only by a signed change order Of Other written amendment: The waiver by any party of a breach of any provision of this contract shall riot operate or be corrstnred as a waiver of any subsequent breach by any party. • IN WITNESS WHEREOF, the Parties hereto have executed this contract, under seal, as of the day and year first above written. You the Buyer may cancel this tranusetlon at any dins prior to elldnlgM on the third business day after the date of this trsnsactlon. the e attached nodes of cancellation form for an explanation of this right. Owner: AR-eih r4-OL4 (Signature of Owner) (Signature of Owner) S 11,11 Final davit to Owner, substantially similar to the forms e & Tide) Date ( 7:kisktict^ Home Owners Association Nome: Phoone# YES ( ) N6)C) Building Name: Property Search Application - Miami -Dade County APPRAISER E TY THE PROP R Summary Report Property Information Folio: 11-3101-033-0780 Property Address: 150 NW 94 ST Miami Shores,' FL 33150-2240 Owner BARBARA DEPENALOZA Mailing Address \ 150 NW 94 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 Sq.Ft Living Area Sq.Ft Adjusted Area 1,498 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1940 Assessment Information Year 2017 2016 2015 Land Value $203,198 $203,198 $149,803 Building Value $107,736 $108,605 $109,474 XF Value $30,049 $30,414 $20,136 Market Value $340,983 $342,217 $279,413 Assessed Value $287,276 $281,368 $279,413 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $53,707 $60,849 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 6 PB 10-39 LOT 7 & E1/2 LOT 8 BLK 133 LOT SIZE 75.000 X 123 OR 20012-3228 11 2001 1 COC 22247-3250 04 2004 1 Page 1 of 1 Generated On : 4/3/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $237,276 $231,368 $229,413 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $262,276 $256,368 $254,413 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $237,276 $231,368 $229,413 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $237,276 $231,368 $229,413 Sales Information Previous Sale Price OR Book -Page Qualification Description 07/28/2017 $480,000 30633-1985 Qual by exam of deed 05/23/2014 $387,000 29171-1175 Qual by exam of deed 11/18/2011 $295,000 27905-1113 Qual by exam of deed 04/01/2004 $310,000 22247-3250 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 4/3/2018 P:=qh • GCp -GCpj) V (mph) Risk Category Exposure Kd Krn 175 1620 FBC for HVHZ, or Fig. 26.5- la 11 Table 1.5- I, page 2 C Section 26.7 0.85 Table 26.6-1, page 250 I Figure 26.8-1, page 252 GCpi 0.18 -0.18 0.55 pitch of roof 3/12 14.0 degrees theta 14.0 degas Mean Rg Specialty Engineering Consultants, Inc. 1599 SW 30 Avenue, Suite #20 Boynton Beach, FL 334328 FL. CA # 009217 Intstuctions and limitations of Use Wind Velocdes in South Florda Dade Broward Palm Beach Risk Cat. 1 165 156 156 Low risk o humans (farms, sheds) Risk Cat 2 175 170 170 Single Family Rtsidatccs Risk Cat. 3&4 186 180 180 Essential Facilities 2 3 4 5 6 7 8 9 10 11 12 Charts provide wind pressures based on the mean roof height. And shall not exceed 60'-0". Design pressures are for an enclosed builinding (shutters or other impact resistance protection required). User shall determine the mean roof height, ( Eave height + Roof Peak)/2. 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" 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 Each component, window, door, mullion has a tributary area that is area to be used. Area of components to rounded down but shall not be less than 10 sf. For NOA's that require a Kd=1.0 then multiply the values listed herein by 1.18. Wind pressures are based on Allowable stress design. Design pressures listed herein are valid for Exposures B and C and exposure D. (max roof height 30') Charts and values listed herein are only valid when signed dated, and sealed by Gary McDougle, PE 1158214 or Mark LeBlanc, PE #35883 or Adam D. LeBlanc, PE#77012 Wind design pressures are calculated in accordance with ASCE 7-10, Method 2 No reduction 6 taken for slopes less than 10 degrees. Area ofcomponent 10.0 sf Area of component 15.0 sf Arca ofcomponmt 20.0 sf Arca of component 25.0 sf Area of component 30.0 sf Arca of component • 35.0 sf Arca of component 40.0 sf - Area of component 45.0 sf Area of component 50.0 sf Area of component 55.0 sf Area ofcomponml 60.0 sf Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 15 40.1 -43.4 40.1 -53.6 38.8 -42.2 38.8 -51.3 38.4 -41.8 38.4 -50.6 37.9 -41.4 37.9 -49.8 37.5 -41.0 37.5 -49.0 37.1 -40.6 37.1 -48.3 36.7 -40.2 36.7 -47.5 36.2 -39.8 36.2 -46.8 35.8 -39.4 35.8 -46.0 35.4 -39.0 35.4 -45.2 35.0 -38.6 35.0 -44.5 16 -44.0 .6 -54.4 39.3 -42.8 39.3 -52.0 38.9 -42.4 38.9 -51.3 38.4 -42.0 38.4 -50.5 38.0 -41.6 38.0 -49.7 37.6 41.1 37.6 -48.9 37.2 40.7 37.2 -48.2 36.7 -40.3 36.7 -47.4 36.3 -39.9 36.3 -46.6 35.9 -39.5 35.9 -45.8 35.4 -39.1 35.4 -45.1 17 41.1 -44.6 41.1 -55.1 39.8 -43.4 39.8 -52.7 39.4 -42.9 39.4 . -51.9 38.9 -42.5 38.9 -51.1 38.5 -42.1 38.5 -50.4 38.1 -41.7 38.1 -49.6 37.6 -41.3 37.6 -48.8 37.2 -40.8 37.2 -48.0 36.8 -40.4 36.8 -47.2 36.3 -40.0 36.3 -46.4 35.9 -39.6 35.9 -45.7 18 41.6 -45.1 41.6 -55.7 40.3 -43.9 40.3 -53.3 39.9 -43.5 39.9 -52.6 39.4 -43.0 39.4 -51.8 39.0 -42.6 39.0 -51.0 38.5 -42.2 38.5 -50.2 38.1 -41.8 38.1 49.4 37.7 41.3 37.7 -48.6 37.2 -40.9 37.2 -47.8 36.8 -40.5 36.8 -47.0 36.3 -40.1 36.3 -46.2 19 42.1 -45.7 42.1 -56.4 40.8 -44.4 40.8 -54.0 40.3 -43.9 40.3 -53.2 39.9 -43.5 39.9 -52.4 39.4 -43.1 39.4 -51.5 39.0 -42.7 39.0 -50.7 38.5 -42.2 38.5 -49.9 38.1 -41.8 38.1 -49.1 37.6 -41.4 37.6 -48.3 37.2 -41.0 37.2 -47.5 36.7 -40.5 36.7 -46.7 20 42.6 -46.2 42.6 -57.0 41.2 -44.9 41.2 -54.5 40.7 -44.4 40.7 -53.7 40.3 -44.0 40.3 -52.9 39.8 -43.6 39.8 -52.1 39.4 -43.1 39.4 -51.3 38.9 -42.7 38.9 -50.5 38.5 -42.3 38.5 -49.7 38.0 -41.8 38.0 -48.9 37.6 -41.4 37.6 -48.1 37.1 -41.0 37.1 -47.2 21 43.0 -46.6 43.0 -57.6 41.6 -45.3 41.6 -55.1 41.2 -44.9 41.2 -54.3 40.7 -44.4 40.7 -53.5 40.3 -44.0 40.3 -52.6 39.8 -43.6 39.8 -51.8 39.3 -43.1 39.3 -51.0 38.9 -42.7 38.9 -50.2 38.4 -42.3 38.4 -49.4 38.0 -41.8 38.0 -48.5 37.5 -41.4 37.5 -47.7 22 43.4 -47.1 43.4 -58.1 42.0 -45.8 42.0 -55.6 41.6 -45.3 41.6 -54.8 41.1 -44.9 41.1 -54.0 40.7 -44.4 40.7 -53.2 40.2 -44.0 40.2 -52.3 39.7 -43.6 39.7 -51.5 39.3 -43.1 39.3 -50.7 38.8 -42.7 38.8 -49.9 38.4 -42.2 38.4 -49.0 37.9 -41.8 37.9 -48.2 23 43.8 -47.5 43.8 -58.7 42.4 -46.2 42.4 -56.2 42.0 -45.8 42.0 -55.3 41.5 -45.3 41.5 -54.5 41.0 -44.9 41.0 -53.7 40.6 -44.4 • 40.6 -52.8 40.1 -44.0 40.1 -52.0 39.6 -43.5 39.6 -51.2 39.2 -43.1 39.2 -50.3 38.7 42.6 38.7 -49.5 38.3 -42.2 38.3 -48.7 24 44.2 -48.0 44.2 -59.2 42.8 -46.6 42.8 -56.7 42.3 -46.2 42.3 -55.8 41.9 -45.7 41.9 -55.0 41.4 -45.3 41.4 -54.1 40.9 -44.8 40.9 -53.3 40.5 -44.4 40.5 -52.5 40.0 -43.9 40.0 -51.6 39.5 -43.5 39.5 -50.8 39.1 -43.0 39.1 -49.9 38.6 -42.6 38.6 25 44.6 -48.4 44.6 43.2 -47.0 43.2 -57.2 42.7 -46.6 42.7 -56.3 42.2 42.2 -55.5 41.8 -45.7 41.8 -54.6 41.3 -45.2 41.3 -53.8 40.8 40.8 -52.9 40.3 -44.3 40.3 39.9 -43.8 39.9 -51.2 39.4 43.4 39.4 -50.4 38.9 -42.9 38.9 -49.5 26 45.0 -48.8 45.0 -60.2 43.5 -47.4 43.5 -57.6 43.1 47.0 43.1 -56.8 42.6 -46.5 42.6 -55.9 42.1 -46.0 42.1 41.6 -45.6 41.6 -54.2 41.2 41.2 -53.4 40.7 -44.7 40.7 -52.5 40.2 44.2 40.2 -51.6 39.7 -43.7 39.7 -50.8 39.3 -43.3 39.3 -49.9 27 28 29 30 45.3 49.2 45.7 -49.5 46.0 -49.9 46.3 -50.3 45.3 -60.7 45.7 46.0 46.3 43.9 -47.8 44.2 44.6 -48.5 44.9 -48.9 43.9 44.2 -58.5 44.6 -59.0 44.9 -59.4 43.4 -47.3 43.7 -47.7 44.1 -48.0 44.4 43.4 -57.2 43.7 -57.7 44.1 44.4 -58.5 42.9 43.3 -47.2 43.6 -47.6 43.9 -47.9 42.9 -56.4 43.3 -56.8 43.6 -57.2 43.9 -57.6 42.4 -46.4 42.8 -46.8 43.1 43.4 -47.4 42.4 -55.5 42.4 42.0 -45.9 43.1 421. 43.4 -56.8 • • 42.9 -47.0 42.0 -54.6 42.9 -55.9 • 41.5 -45.5 • 641.4 445.9 42.4 -46.5 41.5 -53.8 42.4 -55.0 • • 41.0 41.3 41.6 -45.7 41.9 -46.0 41.0 -52.9 41.3 -53.3 41.6 41.9 40.5 -44.6 40.8 44.9 41.1 -45.2 41.4 -45.6 40.5 -52.0 40.8 -52.4 41.1 41.4 -53.2 40.0 40.4 -44.4 40.7 -44.8 40.0 40.4 -51.6 39.6 -43.6 39.9 -44.0 39.6 -50.3 39.9 -50.7 No. 77012 S 2417 Is erl m cc m UJ 0 95'1/4 X 79 (+60/-60) FL #11103.1 7• 41 3 (A 110 X 49 1/4 (+60/-60) FL #16736.2 34-4 2.• 3 • • ••• . • • ..• •. •• . • • .. •.• • • . •• •• •• • • • • • . • 000 • • • • • 000 • • • • • • . • • • • • •�. t•• o . • • • • • • • 55 XI() 1d (+66/%oj • • FL #16736.1 110X491/4 (+60/-60) FL #16736.2 FLORIDA. to • • • • •.. • • 39 X 81 3/8 (+100/-140) NOA #15-0729.14 73 X 49 1/4 (+60/-60) FL #16736.1 •• • 86X241/2 • (+6b/-.0) 'Pe #16736.1 • �(S• • .• • • • • • •• BED '3 LIVING ENTRY °Y MULLION 1 3/8 X 213/16 FL #9520.1 •5 DINING 55 X 50 1/2 (+60/-60) FL #16736.1 As) BED t 25 X 241 /2 (+70/-70) FL #16177.1 5 BATH 0 1\S IA) 701 /2 X 42 3/4 (+60/-60) FL #16736.1 KIT LAUNDRY �-S 54 3/4 X 38 (+60/-60) FL #16736.1 2 -0 7-D 54 3/4 X 36 3/4 (+60/-60) FL #16736.1 SNOU.VlflUH QNV S 11flU k1.N11OL 1VU O d TIV H11M 3ONVIldW00 (]NV d1VIS O1103111f1S )I"6 C lc,30 OC118 ldJJCI ONINOZ 31V0 ,A8 N. 03AOaddV 06LIIiA saiogS !we!W PRODUCT APPROVAL NUMEfER..:. . . . . .. . . . . . ... . NOA #15-0729.14 ..•..• • .• .. . • .. . .• • OPENING IDENTIFICATIONS: •::•:• 1. SFD . • • MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eurotech Industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material failstoperform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section tha4 uth+. product or material fails to meet the requirements of the applicable building code. • • • • This product is approved as described herein, and has been designed to comply with tlid Florida ButltItttg Code, •. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.Rov/economy • .. including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing Entrance Door-LMI • • • • • •• APPROVAL DOCUMENT: Drawing No. W04-01 Rev D, titled "Aluminum Outs:,imXEntrance Door", shee23' • • 1 through 5 of 5, dated 01/15/04 and last revised on 07/27/15, prepared by AL-FarooaCpjporatikn,• geed are sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revoustamp with.the Notice QP Acceptance number and expiration date by the Miami -Dade County Product Control:Section. • • MISSILE IMPACT RATING: Large and Small Missile Impact • • • Limitations: • • • • 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0303.09 and consists of this page 1 and evidence page E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMFDADE COUNTYIX' IN (� APPROVED NOA No. 15-0729.14 Expiration Date: June 10, 2019 Approval Date: March 3, 2016 Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under NOA No. 09-0310.15) 2. Drawing No. W04-01 Rev D, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on 07/27/15, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08-2021, 08-2022, 08-2023 and 08;2024,41 dated 03/15/08, signed and sealed by Candido Font, P.E. '..' : .... .' • (Submitted under NOA No. 09-0310.15) • • : • 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 ' • • 2) Uniform Static Air Pressure Test, Loading pet LIIC, TA;S 20.2-94 • 3) Water Resistance Test per FBC, TAS 202-94 .. ' • 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 • • • 5) Large Missile Impact Test per FBC, TAS ' . 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 . • • along with installation diagram of aluminum outswing door, prepared byfIirricai rigineeping • Testing Inc., Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 08-0507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI-04-T100, dtd 01/29/04, tested per ASTM E8-01, signed & sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 07/23/15, prepared by A1-Farooq Corp., signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "Sentry Glas ® (Clear and White) Glass Interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America., Inc. for their "Butacite PVB Interlayer", expiring on 12/11/16. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 15-0729.14 Expiration Date: June 10, 2019 Approval Date: March 3, 2016 E-1 { - Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 & no financial interests, prepared by Al Farooq Corporation, dated 07/23/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Notice of Acceptance No. 14-0303.09, issued to Euortech Industries, Inc., for their Aluminum Outswing Entrance Door - LMI", approved on 05/1/14 and expiring on 06/10/19. 2. Test proposal # 07-3527 approved by BCCO. (Submitted under NOA No. 09-0310.15) ... • . • . .• .... . .. • .. . •.•• • • • • • • • • • • • • • . • 6• . • .. • • Y • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 15-0729.14 Expiration Date: June 10, 2019 Approval Date: March 3, 2016 E-2 • • ••• • •• •• • • • • •• • • • •• • • ▪ a Al • • ••• •• • • •• • • • II 11 11 II r -7171 SEE SEP' TE NOA 11 FOR TR OM II RATING D DETAILS j1'. 5" MAX. HEAD/SILL CORNERS • • 42" FRAME WIDTH 13" MAX. HEAD/SILL •• • • • • • • • • • • • • • • ••• • • • • • • • • • • w w w 8 MI =-u / / AC IVE LEAF ____ __ 11 _ \ 7Ft 11 \ ,41 \ II it B II \ /• • • • •• • • •SURFACE APPLIES FAISL• MUNTINO MAT: USIL•U• • • • • • (4) ANCHORS AT MTG. SOLE ENDS AT 3' O.C. • • • IOOORWWINEES • *SEE SHEET FIR OURNTIWES • & CPPAATY I••• • • • • •• ••I• •• • • • • • • • •• DOOR HINGES SEE SHEET 2 FOR QUANTRIES & CAPACITY ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE(X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. tI 31 3/4" THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDINGHIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS. SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 0.L. OPC. 39 1/Er LEAF WIDTH • • • • •• SEE SEPARATE NOA FOR SIOELRE RATING AND DETAILS MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL FI FVATinNS 75 3/4" FRAME WIDTH 13" MAX. HEAD/SILL Icl 11{ -, 1 ( 5" MAX. HEAD/SILL CORNERS /— I (140 29" O.L. OPT. 36 3/8 \ II \ II =scar--- I I I- 29" D.L. OPC. 36 3/8" LEAF WIDTH % LEAF WIDTH (3) ANCHORS AT MTG. STILE ENDS AT 3" O.C. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. L n 0 3, Engr. JAVAO AMMO CML F1L., PE 1 70392 CA 3336 82015 a 0 MI V, 12 i 0 REu•.pl.lMOIO.EUinCClT DN 0 .•pry1.R M29NQ• hemline. NS1y ' 7019 (44,u I % Q N 0 as rea U 0 0.i2 Val 018 dt4 Z � ab11; ENTRANCE DOOR (LM.I.) ALUM OUTSWIN C C q� e $ PR ogoo 0 0 0 v ry8 8 4 drawing no. W04-01 sheet 1 of 5 DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT EXT. (+) INT. (-) 2/6 75.0 85.0 3/0 6/8 75.0 85.0 3/6 75.0 85.0 2/6 75.0 85.0 3/0 7/0 75.0 85.0 3/6 75.0 85.0 2/6 75.0 85.0 3/0 8/0 75.0 85.0 3/6 75.0 85.0 000RS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE DOORS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36' FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4' X 1/4" X 16-1/4' LONG ATTACHED WITH (2) /8 X 3/4" SMS HINGES SINGLE DOORS. TWO-HANDED COMB NINO EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6', 12', 35', 63-1/2" AND 92-1/2" FROM TOP OF DOOR • • ••• •• •• • • • •• • • • • • • • • • ••• • • • • • • • • • • • DESIGN GLE (X) DOOr' - PSF DOOR SIZE GLASS TYPE '13 WIDTH HEIGHT EXT. (+) INT. (-) 2/6 100.0 140.0 3/0 6/8 100.0 140.0 3/3 100.0 140.0 2 100.0 3/0 7/0 100.0 140.0 3/3 100.0 140.0 2/6 100.0 140.0 3/0 8/0 100.0 140.0 3/3 100.0 140.0 DOORS APPROVED FOR INSTALUTKNIS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE DOORS' MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND B.TIOU-nc - ns PART /02181 TH (4) /10 X 1-1 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. TE 1-1/4 ATTACHED WITH (2) /8 X 3/4" SMS BINGES SINGLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'CIESSE' (7) PER LEAF AT 7/0 AND 8/0 DOORS AT 3', 9' AND 26-3/8" FROM TOP AND BOTTOM, ONE AT MIDSPAN (8) PER LEAF AT 6/8 DOORS AT 3', 9' AND 26-3/8' FROM TOP AND BOTTOM •• • •• • •• • •J � • • Oil 1\••• / \ / \ I/ • 4 ••\ v„ • • •;-• •v • • •T • \44/ •' •1� ••S1 \ / \ / \, • • • • • • 1•• • • • • • • • ••• •• •• • •. •• • • • •• • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • •• • • • •• DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' 0R 'B' WIDTH HEIGHT EXT. (+) INT. (-) 5/0 75.0 75.0 6/4 6/8 75.0 75.0 5/0 7/0 75.0 75.0 6/4 75.0 75.0 5/0 75.0 75.0 6/4 8 1 / 75.0 75.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER NFTLTRAI1ON RESISTANCE IS NOT REQUIRED LIMIT EXTERIOR(+) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. • • ITEM / PART j4 REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 ER006 AS RE00. DOOR FRAME 6063-76 - 2 ER012 AS RE00. DOOR LEAF 6063-T6 - a 3 VZ1566 1/ LEAF DOOR BASE BOARD 6063-T6 - •4 VZ-1483 1/ DOOR FRAME SILL 6063-T6 - ID • 5 - 1/ DOOR SILL BASE 6063-T6 - •6 VZ-1481 AS REQD. ASTRAGAL STILE 6063-76 - • 7 V2-1535 4/ LEAF GLAZING BEAD 6063-76 - B 2801 AS REQD. GLAZING GASKET EPOM OUROMETER 75±5 SHORE A 9 - 1 SHEAR CUP 6063-T6 - 1 0 1001/50 1/ CORNER CORNER KEY ALUMINUM MONTICELLO 11 00600X 4/ LEAF HINGES ALUMINUM GIESSE 12 110 X 3/8" 4/ HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS 13 - AS REQD. BULB W STRIPPING - - 14 /10 A 2' AS RE00. ASSEMBLY SCREWS - HH SELF MILLING 15 j112 X 1-1/4 - FRAME ASSEMBLY SCREWS - SMS LOCKS DOUDLE DOORS' AGTWVE LEAF. MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART /02181 ATTACHED WITH (4) /8 X 1-1/2' SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART /02168 ATTACHED WITH (4) /8 X 1-1/2" sus. HINGES DOUBLE DOORS; IWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 8Y 'GIESSE' (5) PER LEAF AT 6', 12', 35', 63-1/2" AND 92-1/2' FROM TOP OF 000R NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. 3/16" HEAT STREN'D GLASS .090' Interloyer Kuraray Butocite PVB By 'Kuroray America, Inc.' 3/16' HEAT STREN'D GLASS SILICONE GE SCS 2800 SILGLAZE II GLASS TYPE 'A' GLAZING OPTIONS 3/16" HEAT STREW() GLASS 100' Interlayer Kuraray SentryGlas By 'Kuroroy Americo, Inc.' 3/16' HEAT STREN'O GLASS SIUCONE GE SCS 2800 SILGLAZE II NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT •1'V181D u cwuprylog wN\ Mr Rani Ruirlie( Code 1ruyInnrr No 5'- 9.1y Lep,reliou UNO j I:r '-���tt��FF Idea 9•40 A4 alfai �'V U Z ALUM OUTSWING ENTRA 0 i 0 .5 0 0 5 5 E 8 E '1 0 dote: 01-15-04 drawing no. W04-01 Sheet 2of 5 • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• •• • • • • • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 J W d H spa AT. a ACCESS HOLES WITH PLUGS 1BY W000 BUCK • • • • • • • • • • 000 • • • • 000 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • • • • • • • • • • • • • • ••• • •• • • • • • • • • \ • •• •••••^ • •• • • • • ••• •• /B X 1/2" SMS 3" FROM ENDS AN0 10" O.C. MAX. (4) #12 X 1" SMS AT 2" 0.C. MAX. AT CENTER OF SILL REOD. AT DOUBLE (XX) DOORS ONLY EOCE'UIS'r.' TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING I'j Y��JI��,I SEE SEPARATE NOA II FOR TRAN50�1 IL RATING AND AILS s_-er i 1 II 1 1 II I� IL JI[g JI rI -1 � I I 1 II I 11 II ji MIAMI-DADE COWRY ` APPROVED MUWON SEE SEPARATE NOA TYPICAI. ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. METAL STRUCTURE SHIM SPACE WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. YPICAL ANr14IIBc., 1 /4" DOA. UI TRACON BY 'ELCO' (Fua177 KSI, Fy-155 KSI) 1-1/2" • No AMOS) HRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIR 1-1/4" MIN. EMBED INTO 1-1/4" MIN. E CONCRETE (HEAD/SILL) JAMBS) (GRADE 2 CRS) TYPICAL ANCHORS INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1 /8' SEE ELEV. FOR SPACING INT rntv`TI IRFC STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG a 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FIEND BLOCK AT JAMBS Ym - 2000 PSI MIN. SEALANTS; ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. Engv, JAVAD AHMAD COAL FLA PE S 70592 CAN538 O(F 'kOIIUCT MYV1Yx» a cumplying M1� •• f+Ntld• B■Wing C•d" Acnpl.nee Nn „14 i:xpinlin• Unk irr. i 1 /° ce 8 U w Z u, O 3 g c � � N at PR moo II ii 8 ry 2. h 5 drawing no. W04-01 (sheet 3 of 5 • • ••• • . • ••• •• •• • • •• • •• •• • • • •• •• •• •• • • • •• • • • • • •... • . • • • • • • • • • • ••• • • • • ••• • • • • 1 /4" MAX. • • • • • • • • • • • • SHIM SPACE • • ••• • • • • • • • r¢ METAL • • • • • • • • STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING SINGLE DOOR MWAI-OADE COUNTY APPROVED MULLION SEE SEPARATE NOA SEE SEPARATE NOA FOR SIDELITE RATING AND OETAILS DOTJPI.F DOOR TYPICAL ANCHORS SEE ELEV. FOR SPACING r- I /4" MAX. SHIM EXT. Engn JAVAO AMMAD MIL FIA PE # 70582 CA 38 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT ItsV %D ac.01 •.4LYMPWI a.tdinCod• cceruInce No dii9_ B0040109 One_J. O. O. 0 ID UPDATED TO 2014 FOC C a S drawing no. W04-01 (sheet 4 of 5 ) 3.937 --j .070 1.815 L_ L1.772 DOOR FRAME 1.634 1 8I 2.658 i 2.830 3.673 2.047 DOOR LEAF .070 1.024 2.819 1.7721 .067 3.177 1-'. 2.921 3.937 F-1.638-.1 DOOR BASE BOARD .138 �jj� .059 1.417 .571 Lt TTHj____1 L1.772 W 0 FRAME SILL • .080 SHEAR CLIP • . ..• • . • •.• 41. .• . . • .. .. . • • . • • . • •.• • • • . • • • • . ... • . . I 7II' j�_-2.'40�2 �j� 1. 64 .063 ��', 1.906 .744 ASTRAGAL STILE r_2.000 1 1.000 F.094 !- I O SILL BASE 1.000 r .846 } �I 1.201 O GLAZING BEAD 1.016 • •• •• • •• •. T. • •• •• • •• •• •• • • • • ... 1. • • • ••• LEAF CORNFR5 FRAME TOP CORNER FRAME BOTTOM CORNER En9r: JAVAO AHMAD CML FU. PE 8 70597 C.A.N. 3538 2015 rkODULT 1ilrylbtip a compMat Mai .Ie nor* IhI01o8 Cod, 4cesplal(e Na €aplrallea 0•h L l a En Po 23 LLI - D- 1- J 0 N Q p I = 0: n 41 W o • OZgg o J ry a X 4 drawing no. W04-01 j sheet 5 of 5 1 PRODUCT APPROVAL NUMBER: FL #16736.1 . OPENING IDENTIFICATIOP : 2. HS 3. HS 4. HS 5. HS 7. HS 8. HS 9. HS 13. HS .. .... . . ...• .... • • .. • • .. • . . . • • • • • •• • • • • • • •• • 1/4/2018 Florida Building Code Online • FLORIOA OBPARTMCNT OF Business Professional Regula ion Florida ► OFFICE If SECRETARY 41IN Ill , ABOUT DBPR DAPR`DIu1SJONS CONTACT.BapR BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Product Approval USER: Public User product Approval Menv > product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc • • • • • • • • • • • • • • • •• • • • • • • •• • • •• • • • • • • • • • • • • • • • •• • • • •• • • • • • • •• •• • •• • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer CD 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 Ci Validation Checklist - Hardcopy Received Certificate of Independence FL16736 R2 COI EvalReoort871C,pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2fIZm6TgPohLz6ontOd5HABPugYUIX1zzFJrTCXA%p3d%3d 1/2 1/4/2018 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/28/2017 09/29/2017 10/03/2017 12/12/2017 Model, Number or Name Description 6.1 :12:.•—•07) 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.pdf • 6 • Created by Independen(Thirrl'Pd3rty: Yes' • • • • • • • • • • • • • • •••• 16736.2 HS-8200 PVC Horizontal Slider • HS-8200 PVC Horizontal.64idar.IMPACT, 111; x 63", XPX. • 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 Instructiojt's"'. ' ' ' FL16736 R2 II CWS-869C..ed'f • • • ' • Verified By: Lucas A. Turmar858201 • • • • Created by IndependentTI l Party: Yes • • • • Evaluation Reports • FL16736 R2 AE EvaIRgDo tiQC.odf ' • • Created by Independen?Third Party: Yes • • • • • Back Next •• Contact US :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 •• • • • • •• • The State of Florida is an AA/EEO employer ronvrinht 7007-7013 State of F orkld :: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall 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 emaits 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: M Credit Card' Safe securitv\MEl}&ICS' https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobWo2fIZm6TgPohLz6ontOd5HABPugYUIX1zzFJrTCXA%3d%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 871C August 29, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 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:TO., L •,,, • 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 TesiingLaboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed• •TES 201, Z03 `94, ASTM E 1886 '02/04/05, ASTM E 1996 '04/06/09, and AAMA/WDMA>CSA • • • • • • • • 4) Supplemental Calculations to support CWS-871C, signed and sealed by LyG Q. Turner, P.E. • • •• •• • • 101/I.S.2/A440 '08 Installation: Units must be installed according to approval document CWS-871 O. • • • •• • 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 8/29/2017 Lucas A. Turner, P.E. FL PE #58201 Y • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED • • • • • • TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT a • • • • • • • • • • 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. • • • • • • • • • • ••• ••• ••• • 75 1/4" MAX. OVERALL FLANGE WIDTH 33' GLASS DLO 74" MAX. UNIT WIDTH • • • • • • • • • • • • • •• • • • • ••• •• A OOO 64 1/4' MAX. FLANGE HEIGHT 63" MAX. UNIT HEIGHT • •• • • • •• • • ••• •• 58 13/16" GLASS DLO O X e e e 59 9/16" MAX. SASH HEIGHT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 SECTION VIEWS & GLAZING DETAILS2 EXTRUSIONS & B.O.M 3 ANCHOR SCHEDULE & NOTES 4 INSTALLATION DETAILS 5 A 33" GLASS DLO 36 5/16" MAX SASH WIDTH 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 PRESSURE RATING IMPACT RATING 74" x 63" +/- 60 PSF LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:58-04:00 0.3gt„,r WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL OHuuqO pOO�Pr1ORE4y iO���, No 58201 .131.1 1. 9 STATE OF W. SI.(i0R1�r' \S .SS.ONA. NG�� 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 • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • 0) • • • • • • • • r • 1. • •. •,. • .. • I '';— •• • • • • Wit Fr SECTION B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH (ITEMS 35 & 36) —71 1 HEAD IMPACT HOOK AND JAMB ROTARY LOCK LOCATIONS 1:20 ROTARY LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS (ITEM 27) 7/8" OVERALL 1/8" ANNEALED or TEMPERED 7/16" AIRSPACE 5/16" LAMI 1/8- ANNEALED .Q9Q DUPONT PVB INTERLAYER — 1/8" ANNEALED PURFECT GLAZE'H• SIKAFLEX 552 1/2" GLASS BITE QUANEX DURASEAL ID SPACER r SETTING BLOCKS PER FBC 2411.3.3.11 WINDOW SYSTEMS ®/11 C III 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL tttt • ` P11DREby T .,, t No 58201 •••�-23 t. STATE OF 4�I/S %'cE;•�<OR1OP•-,.. e ,•,,�SS�ONA� ENG... 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 PART # H-1497 H-1699 H-1836 H-6052 DESCRIPTION Reinf. Sash Meet. Rail Reinf. S.B.R./S.S.R, Meet. Rail, Fxd. Sash Top/Bot. Rail VENDOR Keymark Keymark Keymark Mikron MATERIAL Alum Alum Alum PVC 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 H-6048 H-6050 H-6051 H-6049 P-3029 P-3033 P-3113 P-3218 P-3228 P-4754 P-3342 P-3352 P-3429 P-3539 P-4730 P-3752 Main Fr., SH, w/ Fin., PVC Sash Meet. Rail, PVC Sash Side Rail, PVC Main Fr., SH, w/Flg., PVC Screen Pull Tab Screen Spring, SS Screw Support, PVC Screen Frame Screen Spline, .155 Dia., Blk. Screen Frame Corner Key Seam Sealer, SM-5504 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. 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 Mikron Mikron Mikron Mikron Summit Hurley Team Plastic Al!metal Dapa Al!metal Schnee FrankLowe Ultrafab Fastenal Fastenal M&M PVC PVC PVC PVC Rubber RollForm Nylon Silicone Rubber 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 P-4479 P-4638 P-4958 P-952 P-959 P-633 S-1112 Spring Lock, Impact, PVC Roller, Tandem #8 x 1 1/4 Ph FH TEK, Wht. Keeper, Impact, PVC Weep Corer w/ Flap #8 x 2 1/2 Ph Truss SMS Rotary Lock Keeper, Rotary Lock Wstp., 0.420 x .187 back FinSeal, Gr Barrel Fastener Reinforcement, Head Interlock M&M Fastenal Interlock M&M Ajax Sullivan Sulliven Ultrafab Fastenal Keymark Nylon Steel Nylon Steel Znc Znc Steel Alum S-1498 S-1776 S-1999 S-2000 S-6005 S-6013 S-6014 S-6063 S-6064 Reinf. S.B.R./S.S.R, Roller Track Frame Hook, Head, Impact Panel Catch, Head, Impact Anti Lift Scm. Adapt., w/ Nib, PVC Scm. Adapt., PVC Fixed Rail Cover Glazing Bead Keymark Keymark Keymark Keymark Mikron Mikron Mikron Mikron Mikron Alum Alum Alum Alum PVC PVC PVC PVC PVC GLASS SEE SHEET 2 Purfect Glaze "H", SikaFlex 552 CARDINAL Henkel / Sika GLASS Silicone LINE ITEMS NOT USED: 33 2 11/16' • • ••• • •. • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 3 1/8" • I• • • al •• • • • •• ••ice-1 PVC MIME F I4E-6:49� • � � • • • • • PVC FRAME FIN-6048 •• 3 1/8"-.1 1/16" • L • • 1 156" •• 1 u� Lq i ►-07 �t 3/1s•y II ` --° 1 5/8" 1/16' 1 q-4-1/16' PVC SASH MTG RAIL-6050 PVC SASH SIDE RAIL-6051 r-112" 1 2 1/8' 1/16' FIXED RAIL - 1836 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER - 6063 -0 3/16' 6• 1 5/16" PLAN VIEW-1999 0 Itr 6" 3/16" F~ r PLAN VIEW-2000 -3" 1/2' �- 11 SCREW SUPPORT-3113 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. L 7+" 1/16" HEAD IMPACT HOOK- 1999 0 3/16" 5/8" f 1 5/8" 1/16" - PANEL IMPACT CATCH - 2000 5/8" 1' -1/16' SASH MTG. RAIL-1497 3/16' 13/4" 1/16" S.B.R./S.S.R. - 1498 1/4" 7/8" Li PVC GLAZEBEAD - 6064 1/2' CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 amain r 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 6" 15/16' 1/16' SASH REINF. - 1699 7/16" 1 1/4' PVC SCREEN CATCH - 6013 5/16' PVC SCREEN SUPPORT - 6014 3/8" 1/16" ROLLER TRACK - 1776 9/16" GLAZE BEAD -1112 I►1 5/16' ►j 1/16' PVC ANTI -LIFT - 6005 PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: BOM AND EXTRUSIONS DRAWN BY: ADE DATE: 10/10/13 DWG#: CWS-871 REV.: C 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.) L 1--� 11111 3" (TYP.) 3" (TYP.) r SEE 1 0 r �fI 1 I X I I II .� ANCHOR LAYOUT - (FLANGE) • • ••• • • • ••• • •• • • • . •• •• • • • • •• •• •• • • • •• • • •• •••. •• •• • • • • • • • • • • • • • 000 • • • • • • • • • ••*lb• •• • • • ^^�. • • • • • 4• MAX. (TYP., • • ••• ••• INSTALLATION ANCHOR GYP.)• •• • • • • • • • ••• • • •• • • •• •• • • • 03" • • • SAX O.L. • ryy • • • • • _.•• • •I _ - ♦ • 8' MAX. O.C. (TYP.) 1 -- _71. 1. • • O . I I X a I I 1. 11, '. 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. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 5. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS) 610157/1 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL `PNC E N S'•TG,Q ,,i, • No 58201 * * * = • O: STATE OF .t:�(1`'F( 0 R 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: ADE DATE: 10/10/13 DWG #: CWS-871 REV.: C SCALE: 1:20 SHEET 4 OF 5 TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SFAI ANT BEHIND FLANGE BY INSTALLER PERIMETER SFAI ANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 M. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 • • ••• • • • • • • •• •• • • •• • •• •• • • • • • •• • • • • • ••• • • • • • •• •• • • • • • • • • • • • • • • • MIN. EMBEDMENT SEE TABLE 1 • ♦•/4"• MAXSHIM • •• X•• • • Xi ... • ••• • l INSTALLATION ANCHO A SEE TABLE 1 • • • •j� ` r • •.-.I • n •• • • �l= a SUBSTRATE 413Y OTHERS • SFE TABLE 1 MIN. EDGE DIST. • SEE TABLE 1 • • • 1/4" MAX. SHIM • MIN. EDGE DIST. SEE TABLE 1 • PERIMETER SFAI ANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER 05 B HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS rc piali4 ' v' ec TYPE ANCHOR TYPE MIN. EM TrratievessUaL FLANGE CONCRETE (2.0 KSI MIN.) 3/16" fIW TAPCON 1-1/2" 1-1/8" FLAN CMU (117 PCF MIN. 3/16" ffW TAPCON " FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1' 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2XMN. SOUTHERN PINE (G=0.55) 3/16" ffW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MN. STEEL STUD (33 KSI YIELD MN) #10-16 HLTI KW IK-FLEXOR 11W TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MN.) 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" PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE r_ 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 05CC HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION 5 O HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. adzio/11 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: INSTALLATION DETAILS DRAWN BY: ADE DATE: 10/10/13 DWG#: CWS-871 REV.: C SCALE: 1:2 SHEET 5 OF 5 PRODUCT APPROVAL NUMR:"...: FL #16177.1 . • .. . . . .... . . . .. .. . . . .. .. . .. . ..• • .•• • • OPENING IDENTIFICATIONS: :::.:. 5. SH 1/4/2018 Florida Building Code Online FLORIOAtOkPARTMCNT OF. r • e rofessional 1►'OFFICE OELTHE 11SECRETARY� BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff 1 BCIS Site Map I Links I Search Product Approval USER: Public User product Approval Menu > product or Application Search > Application I ist > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature FL16177-R2 Revision 2017 Approved El Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• •• • •• • • • • • •• • • • • • • • • •• • •• • • • • •• • • •• • • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE (✓J Validation Checklist - Hardcopy Received Certificate of Independence FL16177 R2 COI EvalReoort812C.odt 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=wGEVXQwtOgvyf4ngAXh10y8QtjDbmBlPrafAGHlxlsgtjUObEAbzoQ%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 1 177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: SH-8100 PVC Impact, no sill anchors required. Safety glazing required on outer lite above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL16177 R2 II CWS-812C.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16177 R2 AE EvalReport812C.odf Created by Independent Third Party: Yes Back Next • • • • • •• • • Contact US :: 2601 Blair Stone Road, Tallahassee FL 32399 phone: 850-487 •lr't • The State of Florida is an AA/EEO employer. f.mtydaht 2007-7011 State of Florida :: privacy Statement :: Acu:eslhlliGr Stateme :: Refund Statemdhp •• • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response td,spbPit-*ecords retAlt, dbppot send gktc?romc mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please con Q¢d l.487.13:5. wilipprant to Stators • • • 455.275(1), Florida Statutes, effective October 1, 2012, Acensees licensed under Chapter 455, F.S. must provide the11'epditTnent with an email address if they haw, one. The emails provided may be used for official communication with the licensee. However email addresses are publicjfcerd.•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 determMe If you are a licensee under Chapter 45 5• please click here . • • • • • �'�� Y • • • • • Product Approval Accepts: 0:1® ekhid Ell Credit;Card "Safe securitymETIIICS' • • • • • •• • .0000. 0000 •••• • 0000 • • • • •• • • • • •• • • • • • • • https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvAingAXh10y8QtjDbmBlPrafAGHlxlsgtjUObEAbzoQ%3d%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 812C August 29, 2017 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 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-210-3815-1 A, -2, and -2A, by National Certified Testir;g L?bpratoriCs' • • Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed' •TAS 201/20/2b3- 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA•rQf, S.2/A440;08 4) Supplemental Calculations to support CWS-812C, signed and sealed by Luck§,4. Turner, P.E. • • ...• • 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 height as Iliown ijrEwS- 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 (Milcron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206. l Ot t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a fmancial interest in any other entity involved in the testing or approval process of this product. Lucas Turner 2017-08-30 16:11+20:00 �10� PNORE W hilt IAN 1. : No 58201 .: 1011 :*e :*'- z� creposts .-S; STATE OF ....-4,...? ;.-$bs 8/29/2017 �':e`.''•4. o H t©•' c.1 Lucas A. Turner, P.E. -0hsi0NA 0' FL FL PE #58201 i • • • ••• • • • ••• •• •• • • •• • •• •• •• • • • •• • •• •• • • • •• • • • •• •••• •• • • •• • • •• •• •• • •• •• • ••. • • •• • • ••• SINGLE HUNG - LARGE MISSILE IMPACT • • • • • • • ••• • • • • • 53 1/8" MAX. OVERALL FLANGE WIDTH 51 7/8" MAX. UNIT WIDTH 47 11/16" GLASS DLO • Ate,•• • • •• • • •• • • • • • • • • • • • • • • • • • ••• ••• ••• • • • • •• ••. .• • • • 63" MAX OVERALL FLANGE HEIGHT TABLE OF CONTENTS 61 3/4" MAX UNIT HEIGHT • •• • • • • • ••• •• B 2613/16" GLASS DLO 30 3/16" MAX SASH HEIGHT X 26 7/8" GLASS DLO GENERAL NOTES & ELEVATIONS 1 GLAZING DETAIL 2 SECTION VIEWS 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 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 PRESSURE RATING IMPACT RATING 51-7/8" x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:36-04:00 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL 5* * 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: BAT DATE: 06/18/12 DWG #: CWS-812 SCALE: 1:15 REV.: C SHEET 1 OF 6 • • ••• • • • • •. .• . •• • •• •• • • • • •. •• • •• • . • • • • •••. •• • • •• •• • • • III • • ••• • • • • • • • • • • ••• • • • • • • . • • • • • • •• • • •• • • • • • • • • • • • • • • • • • ••• ••• •.• • •• • • • •• ••• •• •• • • • •• • • • • • ••• •. 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 • • 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 1' SETTING BLOCKS PER FBC 2411.3.3.1I c Illr�� � 1�I� WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL :t 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: GLAZING DETAILS DRAWN BY: BAT DATE: 06/18/12 DWG #: CWS-812 REV. SCALE: 1:1 SHEET 2OF6 INTERIOR SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67-68 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • 000 • 9 • • m • • • • • • • • ••• • • • • ••• • • • • • • • • • •• • • •• • • • • • • • • • ••• • • • • • INTERIOR • • • • • • • • ••• ••• • • • •• •• SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: SECTION VIEWS DRAWN BY: BAT DATE: 06/18/12 DWG#: REV. CWS-812 C SCALE: 1:2 SHEET 30F6 PARTS LIST ITEM PARTS DESCRIPTION VENDOR MATERIAL 1 2 3 4 H-6031 H-6031 H-6031 H-6031 Main Fr., SH, w/Flg., PVC, Head Main Fr., SH, w/FIg., PVC, Sill Main Fr., SH, w/FIg., PVC, L. Jb. Main Fr., SH, w/Fig., PVC, R Jb. Mikron Mikron Mikron Mikron Vinyl Vinyl Vinyl Vinyl 6 8 9 S-1577 H-6027 H-1497 Impact Hook Sash Meet. Rail, PVC Reinf. Sash Meet. Rail Keymark Mikron Keymark Alum Vinyl Alum 10 12 13 H-6028 H-6004 S-1498 Sash Bottom Rail, PVC Sash Side/Top/Bot. Rail Reinf. S.B.R./S.S.R Mikron Mikron Vinyl Vinyl 14 18 S-6064 S-6013 Glz. Bd., 7/8" Scm. Adapt., w/Nib, PVC, Horiz. Mikron Mikron Vinyl Vinyl 19 20 S-6014 S-6029 Scm. Adapt., PVC, Vert. Sash Stop / Filler, PVC, Vert. Mikron Mikron Vinyl 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 hterlock 28 P-4069 Keeper, Impact, PVC hterlock Zamac 30 P-3215 Weep Cover w/ Flap Geer Plastic 32 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray Ultrafab 37 P-4638 #8 x 2-1/2 PH Mod. Truss, Type A, TEK 2 Fastenal Steel 38 39 P-3768 P-4051W #8 x 0.625 Ph PH SMS #8 x 1.250 Ph FH TEK, Wht. Hub City Hub City Steel Steel 40 44 P-4264W P-3342 #8 x 3/4 FH PH w/#6 Head, TEK, Wht. Seam Sealer, SM-5504 Hub City Schnee Steel 45 P-3752 Cap Plug, 1/2" Hole M&M Nylon 47 P-3438 Sikaflex 552 or Purfect Glaze "H" Sika/Henkel 48 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8- x 2" Lg. F. Lowe Rubber 51 P-3881 Temporary Lbl. (NFRCIDP) 52 P-3613 CWS Lbl. (logo) Pro Label 53 Sash SEE SHEET2 GLASS 54 Fixed SEE SHEET2 GLASS 56 P-3281 Spacer Duraseal 62 P-3218 Screen Frame, Horiz. Allmetal Alum 63 P-3218 Screen Frame, Vert. Alimetal Alum 64 P-3321 Screen Frame Comer Key Allmetal Plastic 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Betterwe Fiberglass 66 67 P-3228 P-3029 Screen Spline, .155 Dia., Blk. Screen Pull Tab Dapa Summit Vinyl Alum 68 P-3033 Screen Spring, SS FI. Screen SS 70 71 P-3113 H-1836 Screw Support for PVC Alum. Fixed Rail T. Plastics Keymark Nylon Alum 72 73 S-6063 S-1112 Cover, Fixed Rail Reinforcement, Impact Hook Mikron Keymark Vinyl Alum 74 P-3541 #8 x 1/2", Pan Head, TEK Fastenal Steel LINE ITEMS NOT USED: 5, 7, 11, 15-17, 21-22, 29, 31, 33-36, 41-43, 46, 49-50, 55, 57-61, 69 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. • • ••• • • • ••. • •. .• • . ••• •• • • • •• • • •. • •• ••• • . • .•• •• • • •• • • •• • • . • •• • • • •• ••• • • • • ••• • •• • • • •• ••• •• • PVC FRAME•FAE-II03t •• • • • REINF., IMPACT HOOK- 1112 1 5/16- 7/8" 1/16" PVC SASH STOP-6025 3/4" T 1/16" REINF. S.B.R./S.S.R. - 1498 0 3/16" 1/16" ▪ • • • 4OC SASIT%TM. RAIL-6028 • • • •.• •• 1 3/16' 1/16" PVC SASH SIDE RAIL - 6004 1/2"� r 1 1/8" _j 1/16" PVC SCREEN CATCH - 6013 3/4' REINF. BTM RAIL-1699 IMPACT HOOK S-1577 1 0 5 1 PVC SASH TOP RAIL-6027 FIXED RAIL - 1836 PVC FIXED RAIL COVER - 6063 1" 0 1/16" FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 VL4tyny(agA. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8100 PVC SINGLE HUNG IMPACT 5/16" PVC SCREEN SUPPORT - 6014 REINF. TOP RAIL-1497 PVC GLAZING BEAD-6064 1/2" 1 3/16"� I SCREW SUPPORT-3113 PROPRIETARY AND CONFIDENTIAL `�v,PNORE W i��z,, J% . \.vCEN4' .: No 58201 :�i) E* * ;*: .-., as :9 STATE OF .41 V:O•.c •(OR• pr.:\ 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 CWS-812 SCALE: 1:2 DATE: 06/18/12 REV.: C SHEET 4 OF 6 6' MAX. (TYP.) 6' MAX (TYP.) 101/2' MAX O.C. (TYP.) 4" (TYP.) 10 1/2' MAX O.C. (TYP.) 4" (TYP.)- 4' (TYP.) • • ••• • • • ••• •• •• •• •• • •• •• • • • • • • • • • • • • • • •• •••• •• • •• • • • • •• • • • • • • ••• • • • • ••• • I • • 17",MAX. O.C. QYP.) • iris . -r- • • • . • • • • • ••• ••• ••• • •• • • • •• ••• •• • • • • • • • •. • • ••• • • • •• • • • • • ••• •• X 4 ANCHOR LAYOUT - (FLANGE) SEE NOTE 2 INSTALLATION ANCHOR (TYP.) `MTG ML 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. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) agginr WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: BAT DATE: 06/18/12 DWG#: REV.: CWS-812 C SCALE: 1:15 SHEET 50F6 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SFAI ANT 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 SUBSTRATE BY OTHERS SEE TABLE 1 TYPICAL HEAD ANCHORAGE •• MIN. EDGE DIST. • SEE TABLE 1 • • • ••• . . • • • • •• •• • •• •. • • • • • ••• • • • • • . • • • • • • • • • • • • • • • • • • • • • 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 CDA VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 TABLE 1: APPROYFn STAI LATION FASTENERS $fie ANCHOR TYPE MIN. EMBEDMENTiMEE16E146L CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" . CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1' 1" GROUT-FLLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" 2XMIN. SOUTHERN PINE (G=0.55) 3/16" ffVV TAPCON OR ELCO ULTRACON 1-3/8" 7/8" 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8' 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YELD MIN) #10-16 HLTI KWIK-FLEXOR ITW TEKS SELF-DRLLING SCREW FULL THREAD THRU 0.060" 7/16" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRLLING SCREW FULL THREAD THRU 0.125" 7/16" • MIN. EMBEDMENT SEE TABLE 1 1/4" MAX SHIM INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT 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 6 O HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4- FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL E N.,T( �.O • \10ENg." yi No 58201 '• �� O1,4 •STATETr; :�W •< O R �S�ON A;G`�� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: INSTALLATION DETAILS DRAWN BY: BAT DATE: 06/18/12 DWG REV.: CWS-812 C SCALE 1:2 SHEET 6 OF 6 .... . . • . •••• • • • •• • •••• • PRODUCT APPROVAL NUMUR; .• FL #11103.1 .. .. • • •• • • • • • .. • •• •• • OPENING IDENTIFICATIONS: 10. SGD • •• • • • • • • •.. 1/4/2018 Florida Building Code Online FLORIDA DQPARTIA0 AP Business Professional Regulation Florida r► OFF,CE OF,THE WSECRETARY fo- CONTACT DBPR BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Staff I BCIS Site Map I Links I Search Product Approval USER: Public User Product Aooroval Menu > Product or Application Search > Application I ist > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature 0 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc Exterior Doors Sliding Exterior Door Assemblies • • • • • •• • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • � • • • • • • • • •• • • • • • • •• •• • •• •• • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer [✓ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE (] Validation Checklist - Hardcopy Received Certificate of Independence FL11103 R3 COI EvalReoort298C.pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGslp3GvutOCRBKBPq%2fDeme022TXmED%2fdomMlgZbLg%3d%3d 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/28/2017 09/29/2017 10/02/2017 12/12/2017 rr FL # Model, Number or Name Description :1103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, DP = +/- 60 psf, Max. panel size 4' x 8'. Config. include OXXO, OXO, OX, XO. Glass complies to ASTM E1300-04. Installation Instructions FL11103 R3 II CWS-298C.Ddf • • • • • Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes. • • • Evaluation Reports • FL11103 R3 AE EvaIRes•ortae8C.Ddf • • • • Created by Independent TMd P'grty: Yes : • • •••• • Back Next • • • • • • • • • • • • • •• • • • • • • •• •• • •• • Contact Us :: 2*01 Blair Stone Road. Tallahassee FL 32399 phone: 850-4811824 • • • • • • • • • The State of Florida Is an AA/EEO employer. r'novrlaht 7007-2011 State of Florida :: privacy Statement :: Ageffikibilitv 6tatemenf :: jtgfilhd Statemeti(• • • • • t cords re uest, do not send • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response taa pu � 9Dii • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please coptdd8$ .487.1395o Wur uant to Section • 455.275(1), Florida Statutes, effective October 1, 2012, Ncensees licensed under Chapter 455, F.S. must provide the Department with a• email address if they have one. The emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do ndt tilsdoto 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 hem. Product Approval Accepts: 50 In C2 et Beek '. -Credit Card Safe securit1'\IL-i RICS• https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGslp3GvutOCRBKBPq%2fDeme022TXmED`Ya2fdomMlgZbLg%3d%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 298C August 28, 2017 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 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., NortIngrt,1F'L •.•. 2) Approval drawing CWS-298C, signed and sealed by Lucas A. Turner, P.E. • 3) Test Reports NCTL-210-3956-1 and -1 A, from National Certified Testing itatories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. ' • a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA.11f/I.S.2/A440; 2008, and ASTM E 1886/1996 2005 • • • • • ••• •• • • •• 4) Supplemental Calcs. to support CWS-298C, signed and sealed by Lucas A. Turner, P.E. • • • Installation: Units must be installed according to approval document CWS-298C; . • • • Limitations of Use: This product: • May be used in up to 48 7/8" x 93 1/2" panel sizes (96" max. door height), with glass types and max. glass daylight sizes as shown in CWS-298C • Achieves design pressures of +/-60 psf • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade NOA # 14-0916.11 t • Requires Quanex (Milt on) white rigid PVC framing per 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 financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a fmancial interest in any other entity involved in the testing or approval process of this product. Lucas Turner 2017-08-30 16:05+20:00 olUmrr,ifii ‘‘► AREIy 9le ?� No 58201 ..1. M . . •*" 2-2- 9': STATE OF :'tug: 8/28/2017 't.T',,. �,,I.....* �4. Lucas A. Turner, P.E. 0'• Si ................ ..; FL PE #58201 •,��++pN Al. ev' 9 9 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • • • • • • • •• • • •• •••• •• • •• • • • •• •• • •• •• • • • • • • • •• • • • • • SLIDING GLASS DOOR - IMPACT 48 7/8" MAX PANEL WIDTH • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • 1911/8" •• • ••• MAX UNR WIDTH • A • I 6" IAX �- 41 3/4" GLASS DLO •• • • • • • • • • • • • • • • • • • • • • .3 •4 0 I • IF 1 NIT EIGHT 93 MAX PANEL HEIGHT /2" B 86 GLASS DLO 3/8" 0 X a •• X * / L ./ 48 7/8" MAX PANEL WIDTH 145 13/16' MAX UNIT WIDTH \ t 6" F— 41 3/4" GLASS DLO IAX INIT (EIGHT 9MAX PANEL HEIGHT ' D GLASS DLO 0 X * 0 _ C TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 SECTION VIEWS OXXO & GLAZING DETAIL 2 SECTION VIEWS OXO & XO 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 c • • • •• • • •• • • • • •• •• elk XIV Ilk v 96" MAX UNIT 48 7/8" MAX PANEL WIDTH WIDTH I 6" MAX JNIT IEIGHT 9MMA1/2" PANEL HEIGHT II 41 3/4" GLASS DLO II 86 GLASS DLO 0 3/8' X II �� a!! GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING DETAIL: (SEE SHEET 2) 3. APPROVED CONFIGURATIONS: "OXXO', "OXO", "XO", "OX" 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 ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8. SERIES / MODEL DESIGNATION: SGD-8900. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X=OPERABLE SASH, O=FIXED SASH. 10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 11. EXTERNAL WEEP SLOT = 1/4 x 1" LOCATED 4" FROM BOTH ENDS. LucasTurne r 2017-09-22 12:26-04:00 CONFIG. MAX. UNIT SIZE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING XO 96" x 96• LARGE MISSILE IMPACT (11-60 PSF O - x 96" '48-7/8" x 93-1/2" OXXO .. 96" 191-1 /8 x WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT PROPRIETARY AND CONFIDENTIAL ,,,,PNc E N '•;k' , No 58201 • --) 13 ",STATE OF �4J` I. 4SIrONA� it 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 06/03/08 DWG X: REV.: CWS-298 C SCALE: 1:33.33 SHEET 1 OF 6 rr fr, • • ••• • • • ••• • •• • • •• •• •• •• • • • •• •• •• • •• • • •••• •• • • • • • • • • • • • • • • ••• • •• •• • • ••• ales (De.. •• • • t� �? • • Ap+,1IIjmk • .$ II I� H � ■I IINB. SECTION B-B PAIR OF SEE SHT SECTION C-C FIXED PANEL ATTACHMENT NOTE: INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. CHORS AT EACH CLIP. FOR SPACING QUANEX DURASEAL IG SPACER 1:1.33 1' OVERALL 3/16" TEMPERED 3/8" AIRSPACE 7/16" LAMINATED GLASS 3/16' ANNEALED GLASS .090 SENTRY GLASS IONOPLAST INTERLAYE f 3/16' ANNEALED GLASS PURFECT GLAZE'H' SIKAFLEX 552 13/16" GLASS BITE WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8900 PVC SLIDING GLASS DOOR - IMPACT ,,lpIuUgIg __, p 9. I.) No No 58201 .11 Z. • O STATE OF . 4i. % ,loripS/ON � EC s_ z. 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: SECTION VIEWS - OXXO AND GLAZING DETAIL ADE 06/03/08 DWG#: REV.: CWS-298 C SCALE: 1:2.63 SHEET 2 OF 6 • . ••• • •• •• • • • . • • • • •. •• •• • • •• • ••. ••• •• •• • • • . • • • • • • • . . • • • • • • • • • • • • • • • •• • • • • • • • • • • •.• • • • • •• • • • • • • • • • • SECTION D-D SECTION E-E • • • • • • NOTES; 1. ITEMS NOT SHOWN FOR CLARITY: 10, 26-32 2. VERTICAL SECTION CAN BE SEEN ON SHEET 2. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1I 8900 PVC SLIDING GLASS DOOR - IMPACT PROPRIETARY AND CONFIDENTIAL tt \ OREW TBpi v : No 58201 •'•'A *: .9 STATE OF :�4i+'_ R �ii`n�'.0 R ,0.1:••\y" L-� 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 - OXO AND XO/OX DRAWN BY: ADE DATE: 06/03/08 DWG CWS-298 REV. SCALE: 1:2.63 SHEET 3 OF 6 PARTS LIST ITEM PART NO. DESCRIPTION VENDOR MATERIAL 1 H-6042 FRAME, MAN, SGD MKRON PVC 2 S-6040 THRESHOLD/FLLER, SGD MICRON PVC 3 S-1722 SUPPORT BLOCK, FDED, SGD KEYMARK ALUM 4 H-6059 PANEL TOP/BOTTOM RAL, SGD MICRON PVC 5 H-6059 PANEL SIDE RAL, SGD MICRON PVC 6 H-6033 PANEL, INTERLOCK, FDED MKRON PVC 7 H-6060 PANEL, I'lTERLOO(, OPERABLE MKRON PVC 8 H"6061 INTERLOCK, SNAP -ON MKRON PVC 9 H-6043 ASTRAGAL SGD, MKRON PVC 10 P-3142 ROLLER, TANDEM SULLIVAN STEEL 11 P-3342 SEAM SEALER, SM-5504 SCHNEE 12 P-3039 SET. BLOCK, 85 DUR 1/8' X7/8" X2' FRANK LOWE RUBBER 13 P-3438 SKAFLEX552 OR PURFECT GLAZE "H' SIKA/HENKEL 14 P-3429 WSTP., 0.270 X.187, BACK FNSEAL ULTRAFAB 15 P-3539 #8 X 3/4' QUAD PHLPS, TEK FASTENAL ZINC 16 P-3557 #10 x 2, HEX-IEAD, TEK FASTENAL ZINC 17 P-3752 CAP PLUG, 1/2" HOLE M&M NYLON 18 P-3767 #10 X 1" HEX WASHER HEAD, TEK FASTENAL ZINC 19 P-3789 LOCK & HANDLE KR, PVC, SGD AMESBURY STEEL 20 P-3792 3/4" KEEPER AMESBURY SS 21 P-3793 MORTISE LOCK HS&D SS 22 P-4136 #10 x 2, PAN HEAD PHL, SMS FASTENAL STEEL 23 S-1775 REINFORCEMENT, ALUM., PANEL KEYMARK ALUM 24 H-1993 REINFORCEMENT, ALUM., PANEL KEYMARK ALUM 25 P-4295 FDED PANEL CLP KEYMARK ALUM 26 S-1597 COVER, FDED PANEL CLIP KEYMARK ALUM 27 S-1930 PANEL TRACK, ALUMINUM, SGD, SLL KEYMARK ALUM 28 S-1726 RE4F0RCEMENT, ASTRAGAL SGD KEYMARK ALUM 29 S-1737 HIGHRISE SLL, ALUMINUM KEYMARK ALUM 30 S-6037 GLAZING BEAD 1.00", SGD MICRON PVC 31 S-6041 TRACK, SCREEN, SGD MICRON PVC 32 S-6046 SUPPORT WELD, SGD MICRON PVC 33 GLASS (SEE SHEET2) 34 H-6044 SCREEN CHANNEL MICRON PVC 35 S-6045 SCREEEN ADAPTOR MICRON PVC 36 P-4278 WSTP., 0.2" X 1.25' DUST PLUG ULTRAFAB 37 S-1764 SLL THRESHOLD COVER (8900) KEYMARK ALUM 38 P-4366 WSTP., 1' X 7.1" X 0.7' DUST PLUG ULTRAFAB 39 P-3302 WSTP., 0.330" X0.187' BACK FIN ULTRAFAB 40 P-4479 WEEP HOLE COVER SULLNAN PVC 3 3/8" 5 1 16' =a dc=3 4 3/8' 1/8" oo�oo PVC ASTRAGAL - 6043 REINF. - 1726 1/2" --{ PVC SCREEN ADAPTOR 6045 7/8' • • ••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • •• •• • • •• • • • • •• ••• • • 1 N16b PVC OUTER FRAME -6042 •• • • • •• • • • •—074'-•--1• • • • • • • • • • •P •• 3 9/16" • • • • •• • • • • '1 • • • • • • 1/8" 3 9 16' . • • • • • • •• - - 1 7/8' • •• ( 1/8' REINF.-1993 PVC PNL INTERLOCK - 6060 PVC PNL LOCKSTILE - 6059 PVC PNL INTERLOCK - 6033 1/2'- 33/16' -1/16' 3 1/16' 1/8' PVC INTERLOCK SNAP - 6061 FIXED PNL CLIP - 4295 1 1/2 1/16' 2 11/16' --{ 1 3/8" 13/16" 1/16" 1 ROLLER TRACK -1930 SILL THRESH COVER -1764 PVC SCREEN CHANNEL - 6044 PVC TRACK FILLER - 6040 2 5/8" 1 15116' 1/16' FIXED PNL COVER - 1597 REINF. - 1775 FRAME CONSTRUCTION FRAME CORNERS SCREWED TOGETHER 1:10 Cogan• WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT VENT CONSTRUCTION VENTS FULLY WELDED 1:10 2 1/8' 1/16" FIXED PNL SUPPORT - 1722 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. HIGHRISE - 1737 2" PVC WELD SUPPORT - 6046 1/16' PVC SCREEN TRACK -6041 PVC GLAZING BEAD - 6037 PROPRIETARY AND CONFIDENTIAL w : No 58201 zirs.. -A *e * 5+_ 59 STATE OF �/ %O�\` i'.',: VFS(OR OG .................; 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 DWG#: CWS-298 SCALE: 1:2 DATE: 06/03/08 REV.: C SHEET 4 OF 6 • • • •• •• • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • 6" MAX YP) • • - • • • • • • • •(E••- f 8" (TYP) ' j MAXX. 6(TYP) y ]2"_ MAXo.c. I I I (TYP) • • • • I 1 1 1 t t•• •• 1•1 •1 • I I 4 4" (TYP) I • 1 1 I I 1 1 I I i I I* • ••• • • •• • • • • • • • ••• ••• •• • • • •• •U • • • •• • • • • • •1• 1•• I • • • •• • • • • •• ) 18" MAX (TYP) I -.1\ O.C. — / \ / / ANCHOR LAYOUT NOTES: 1. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS). WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT PROPRIETARY AND CONFIDENTIAL ,,,'I- OGREW,iei PN T 4 :.JGp`P \- E N SF "0,, v No 58201 : ?1 $ * * �: STATE OF •:• �4iII �',.F'�t o R L O �.C,'„i`, ,'��SS�ON A ; ett •o 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: ADE DATE: 06/03/08 DWG#: REV.: CWS-298 C SCALE: 1:20 SHEET 5 OF 6 • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT DO NOT COVER WEEP HOLES SUBSTRATE BY OTHERS SEE TABLE 1 SFAI ANT UNDER SCREW HEAD BY INSTALLER • • • • • • • • • • • • • • • • • • • • MIN. EDGE DIST. SEE TABLE 1 • • • • • INTERIOR r • • • • • •• • • ••• • • •• • • • • ••• • • • • • MIN. EMBEDMENT • • • • • • SEETABLE1 • • ••• • • • • • • • 1/4" MAX SHIM • • • • • • • • INTERIOR • • • •• • • • • • • • • •• • • • • • • • • •• SFAI ANT BETWEEN SILL RISER AND FRAME BY INSTALLER MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TABLE 1: APPROVED INSTALLATION FASTENERS SU ANCHOR TYPE MI T. =ONCRETE (2.0 KSI MIN.) 3/16" RNTAPCON 1" 3" C 3/16" ELCO ULTRACON 1-3/ • 3' HOLLOW OR GROUT-FLLED CMU (117 PCF MN.) 3/16" 11W TAPCON 1" HOLLOW OR GROUT-FLLED CMU (ASTM C-90) 3/16' ELCO ULTRACON 1-1/4" 2-1/2' 2XMN. SOUTHERN PINE (G=0.55) 3/16' fTW TAPCON 1-3/8' 1" 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 1" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HLT1 KWIK-FLEXOR FTW TEKS SELF-DRLLNG SCREW FULL THREAD THRU 0.060" 7/18" 1/8' ALUM. (6063-T5 MN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FDED PANEL CLIP ANCHORS INTO: CONCRETE (2.0 KSI MN.) OR HOLLOW OR GROUT-FLLED CMU (117 PCF MIN.) 3/16" fTW TAPCON 1" 3" FDED PANEL CLIP ANCHORS INTO: CONCRETE (2.85 KSI MIN.) OR HOLLOW OR GROUT-FLLED CMU (ASTM C-90) 3/16' ELCO ULTRACON 1-1/4" 2-1/2" 1/4• MAX SHIM MIN. EMBEDMENT SEE TABLE 1 2 7/16" MIN. MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 12• 06B HORIZONTAL SECTION 17 7/8" MAX. O.C. FIXED PANEL CLIP CLIP ANCHORS MUST BE LOCATED A MINIMUM DISTANCE OF 3" AWAY FROM ANY MAIN FRAME ANCHOR. INSTALLATION ANCHOR (TYP) FIXED PANEL CLIP DETAIL NOTE: FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE, MIN. EMBEDMENT AND MIN. EDGE DISTANCE LISTED IN TABLE 1. TYPICAL JAMB ANCHORAGE INSTALLATION ANCHOR SEE TABLE 1 TWO ANCHORS PER FIXED CLIP THROUGH PRE -DRILLED HOLES 1/4" MAX SHIM 6O HORIZONTAL SECTION FIXED PANEL ANCHORAGE FIXED PANEL MIN. EMBEDMENT SEE TABLE 1 FIXED PANEL EDGE DIST. SEE TABLE 1 ago„,r WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT PROPRIETARY AND CONFIDENTIAL • G . �CENSFGPti: ��: No 58201 •• 'A r • '0: STATE OF ;�Wt • ,;%. •<0R1O � $4 .,15S/OPIAC ENptttt• 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 06/03/08 DWG#: REV.: CWS-298 C SCALE: 1:2.67 SHEET 6 OF 6 • PRODUCT APPROVAL NUMBERi:i is FL #16736.2 • OPENING IDENTIFICATIOMS: :••.•. 11. HS 12. HS • • • . 1/4/2018 Florida Building Code Online Florida r 61I/25 OFFICE OF -THE SECRETARY 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 Approval Menu > product or Application Search > Application I ist > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL16736-R2 Revision 2017 Approved 0 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Kevin Pine kpine@cws.cc Jay Lathrop 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc FBC Staff BCIS Site Map 1 Links Search • • •• • • • • •.•• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • •• • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE r;#, Validation Checklist - Hardcopy Received FL16736 R2 COI EvalReoort871C.odf Standard AAMA/W DMA/CSA/ 101/I. S.2/A440-08 ASTM E1886-05 ASTM E1996-09 PA/TAS 201/202/203 Year 2008 2005 2009 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2fIZm6TgPohLz6ontOd5HABPugYUIX1zzFJrTCXA%3d%3d 1/2 1/4/2018 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary_of Products Method 1 Option D 09/28/2017 09/29/2017 10/03/2017 12/12/2017 FL # Model, Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use 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.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R2 AE EvalReport871C.pdf Created by Independent Third Party: Y .s• • • • • • • • • • • • • • • 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal$Jjder,jfvIPACT,.ji:1; x 63", XQ)j.•.;• 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-864GIsd[ • • • • Verified By: Lucas A. Tufr1fs$201 . Created by Independent Third Party: Yes • • Evaluation Reports • • . • • • • FL16736 R2 AE EvalRdbflrtEd9C.odf • • • • Created by Independent•Titliid•Perty: Yes • • • • • • • • • • • • • •• • Next • •• • • • • •• • • • • • Contact Ua :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional 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 hug.. Product Approval Accepts: rztj 'Credit Card i Safe SCCUrity'\tEnt iC S' hops://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquBobla/o2fIZm6TgPohLz6ont0d5HABPugYUIX1zzFJrTCXA%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.a.. • : • • • • 3) Test Reports NCTL-210-3887-3, -3A, -4, and -4A, by National Certified Tinting Labora3nries, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed':FAS 201, 2A2, 203 • `94, ASTM E 1886 '02/04/05, ASTM E 1996 '04/06/09, and AAMA/WDjVUEWC.,SA • • 101 /I. S.2/A440 '08 4) Supplemental Calculations to support CWS-869C, signed and sealed by L p 4. Turxer,1.E. Installation: Units must be installed according to approval document CWS-869C. • Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-869C • Achieves design pressures of +/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • In the operable sash, requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16- 1117.021, and in the fixed glass requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade N.O.A. 14-0916.11 t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.101 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 6th Ed. (2017) Florida Building Code for use in this product. • • • • . • • . • • •• .. • • . • •.• . Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a fmancial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas Turner 2017-09-16 09:27+20:00 rOtnu»i� r10RE W ,e • No 58201 t�5 :*= 4, 9/07/2017 Lucas A. Turner, P.E. FL PE #58201 • 64 O\ FL HE • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• HORIZONTAL SLIDER - LARGE MISSILE IMPACT • • • • • • • ••• • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • ••• ••• ••• • 112 1/4" MAX. OVERALL FLANGE WIDTH . • • • • 1 • • - • • 111" MAX. UNIT WIDTH 1t •• • • • • • - 49 15/16' GLASS DLO 24 5/8" --4- GLASS DLO 1/4'IX EERALL AGE 63" MAX UNHEIGHT 59 9/16' MAX SASH HEIGHT B X6" 1 58 DLO GLASS 1 ,Y` 1 j D B 0 e C �- 2715/16' 1 1 A 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 ••. •• • • •• • • • • • ••• •• 56 /4' GLASS DLO 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 RATING IMPACT RATING 111"x63" +/- 60 PSF LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:54-04:00 Caottom 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: GENERAL NOTES AND ELEVATIONS DRAWN BY: TEF DWG#: CWS-869 DATE: 10/11/13 REV.: C SCALE: 1:20 SHEET 1 OF 6 • • ••• •• •• • • • • • •• • • • • QUANEX DURASEAL IG SPACER • • • • • • • ••• •• •• • ••• • • • • • • • • • • a • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • a ••• ••• ••• • 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 'A.") ..AS FFIXED TYPE GLASS OUANEX 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 I" SETTING BLOCKS PER FBC 2411.3.3.11 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: 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 •• ••• 1• • • • . • f •. • • • • • • ••• •• HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASHES (ITEMS 44 8 46) X SECTION VIEW D-D JAMB ROTARY LOCKS JAMB ROTARY LOCKS: - MAY BE SUBSTITUTED FOR JAMB IMPACT LOCKS ON FLANGE UNITS. - REQUIRED ON FIN UNITS. JAMB IMPACT HOOKS (ITEM 42) OR ROTARY LOCKS (ITEM 23) LOCATED AT THIRD POINTS. NOTES: - EITHER IMPACT HOOKS OR ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. - ONLY ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FIN UNITS. HEAD IMPACT HOOK AND JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS 1:20 Clataill98. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL `t, PAt,$NOIII Ip„, T i C.) •• CENSFG�tiI. No 58201 S0 T. ▪ *: • •**� ▪ O: STATE OF �4rt zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS DRAWN BY: TEF DATE: 10/11/13 DWG# CWS-869 REV.: C SCALE: 1:2 SHEET 3 OF 6 PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-6049 Main Frame, SH/HS, Flange, PVC Mikron PVC H-1681 Fixed Rail, Heavy Duty, Aluminum Keymark Alum S-6077 Cover, HD Fixed Rail, PVC Mikron PVC P-4638 #8 x 2 1/2° Ph Mod Truss Type A TEK Ajax Steel P-3342 Seam Sealer, SM-5504 Schnee Silicone S-1776 Roller Track Keymark Alum S-6013 Screen Adapter, Jamb, PVC Mikron PVC S-6014 Screen Adapter, Head & Sill, PVC Mikron PVC P-4479 Weep Coverw/ Flap M&M Nylon S-6064 Glazing Bead Mikron PVC H-6050 Sash Meeting Rail, PVC Mikron PVC H-6051 Sash Pull Rail, PVC Mikron PVC H-6052 Sash Top/Bot. Rail, PVC Mikron PVC H-1497 Reinf. Sash Meet. Rail Keymark Alum H-1498 Reinforcement, Sash, Side Rail Keymark Alum H-1699 Reinforcement, Sash Pull Rail Keymark Alum P-3429 Wstp., 0.270 x .187 back FinSeal, Gr- Ultrafab P-3783 Lock, Impact, PVC Interlock P-4051 #8 x 1 1/4" Ph Flat Tek, Wht. Fastenal Steel P-4069 Keeper, Impact, PVC Interlock P-3539 #8 x 3/4" Square PH Tek, WM. Fastenal Steel P-4958 Rotary Lock Interlock P-4633 8-32 x 1/2" Barrel Fastener Interlock P-4952 Keeper, Rotary Lock Interlock P-4779 Roller, Tandem M&M Nylon P-3541 #8 x 1/2" Quad PH TEK 2 Znc Fastenal Steel GLASS SEE SHEET2 CARDINAL GLASS Purfect Glaze "H° or Sikaflex 552 Henkel/Sika Silicone P-3028 Set. Blk., 85 Dur., 1/8" x 7/8" x 2" Lg. Frank Lowe Rubber P-3218 Screen Frame Allmetal RollForm P-4754 Screen Comer Key Allmetal Nylon P-4755 Screen Comer Key w/Safety Tab Allmetal Nylon P-3029 Screen Pull tab Summit P-3033 Screen Spring Fla. Spring SS P-3228 Screen Spline Dapa P-4772 Screen Cloth, Fiberglass P-3113 Screw Support, PVC Team Plastics Rubber P-3752 Cap Plug, 1/2' Hole M&M Nylon S-1577 Impact Hook, Frame, Jamb Keymark Alum S-1112 Reinforcement, Head, Jamb Keymark Alum S-2000 Ipact Channel, Sash Keymark Alum P-3748 #8 X5/8 Ph FH TEK, Znc, Painted Ajax Steel S-1999 Impact Hook, Frame, Head Keymark Alum H-6048 Main Frame, SH/HS, Fin, PVC Mikron PVC S-6055 Roller Track, PVC, (Anti -lift) Mikron PVC P-5250 Lock, Impact, PVC, w/Flipper Interlock P-4730 #8 x 1/2" Ph Mod Truss TEK Fastenal Steel 2 11/16' I 1 5/8" 1/16" • . ••• • • • ••• • •• •• • • •• •• • • •• • • • • •• ••• • • • • • •. •••• • • • • • • • • • • • • ••• • • • 3 1/8" • • • • 3 9/16" 1y16 • • • • ••• 31/8'-I PVC cf&OE F.AI E et% • •• • • • 01/ —23/18" • • • 1" •• • PVS FRAME FIN-6048 • • •• 1 1116" 1 7/8" HD MTG RAIL-1681 PVC SASH MTG RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER - 6077 0 3/16' 0Oi 6" PLAN VIEW-1999 6" PLAN VIEW-2000 6' PLAN VIEW - 1577 LINE ITEMS NOT USED: 4, 38-39 HEAD IMPACT HOOK - 1999 0 3/16" 5/8" r. 5/8" L PANEL IMPACT CATCH - 2000 0 3/16" 5✓16" 7/8" ALUM SASH IMPACT HOOK - 1577 3/16'1I- 3" r 1/16" SCREW SUPPORT-3113 1 1/2" CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 VI05109T 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 1" -.-1/16" SASH MTG. RAIL-1497 3/16"� 1/16" S.B.R./S.S.R. - 1498 7/16" PVC GLAZEBEAD - 6064 1/2" PVC SCREEN CATCH - 6013 5/16" 1 1/8' 1 1/16" PVC SCREEN SUPPORT - 6014 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SASH REINF - 1699 1 1/4" 1/16" ROLLER TRACK -1776 j_ 7/8' 1 9/16' 1/16" GLAZE BEAD •1112 PVC ANTI -LIFT - 6005 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: 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 0.C. (TYP.) - 3" (TYP.) -{ 3• (TYP) Tr- r 16 1/4' y MAX O.C. I — S fc - J- X 0 X ANCHOR LAYOUT - (FLANGE) • • • • • • • • • • • •• •• • • • •• •• • • • • • •• • • • • • ••• • •• • • . • • • • • • • • • • • • • • • • • • • • • • •• EE N(•E 2 ••• • �" • 8' MAX O.C. (TYP.) •. �� I, INSTALLATION ANCHOR (TYP.) •• • • • • • • • • • •• •'• • • • • • •• ••• • 6•• • • MAX Q.e•. PAP•) • • •• 1 x o � ANCHOR LAYOUT - (FIN) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMNAAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL ,,,,PNORE W,T,,,, :: -.., : No 58201 •• 15 r. * * * ti O: STATE OF ;k/` V,, ,iS,,N9.0A, 1 EN•`� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: TEF DATE: 10/11/13 DWG#: CWS-869 REV.: C SCALE: 1:25 SHEET 5 OF 6 • • • • • • •• •• . • • • •• • •• • • • TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 • . . • • . . ••• . • • • • • • . • MIN. EMBEDMENT SEE TABLE 1 • • • • • • • • • • . •.• SUBSTRATE • 1/`' MAX SHIM f OTHERS • • • • • • • • ••.• • • • • • •• • I-11 MN. EDGE DIST. SEE TABLE 1 INSTALLATION ANCHOR _ SEE TABLE 1 • • • • • • . E Er. • • . • • • • • . PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER 0BBB HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS palBS-WP&SOBSTRXItTYPE ANCHOR TYPE MIN. EMB FLANGE CONCRETE (2.0 KSI MN.) 3/16" ETW TAPCON 1.1/2" 1-1/8' FIaTn,• _ OR ,ROUT-FLLED CMU (117 PCF MN.) 3/16" fiW TAPCON " FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2XMN. 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 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HLTI KWIK-FLEXOR RV/ TEKS SELF-DRLLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8' ALUM. (6063-T5 MN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16, FIN 2XMN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" i 1/2" PERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1 1/4' MAX SHIM SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SFAI ANT BEHIND FIN BY INSTALLER HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION 6 O HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. 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: INSTALLATION DETAILS DRAWN BY: TEF DATE: 10/11/13 DWG •: CWS-869 REV.: C SCALE: 1:2 SHEET 6 OF 6 PRODUCT APPROVAL NUM.BER......... . .. . ... FL #9520.1 . .... . . .... .. '. • • •• . .. • ... • OPENING IDENTIFICATIONS: •• • OPENING BETWEEN 2/3 • • • • • . • 1/4/2018 Florida Building Code Online FLORIOAOQPARTMCNT 0 Business Professional Regulation dr5hr EIn= ► OFFICE OF,THE SECRETARY rop,11041E BCIS Home I Log In I User Registration 1 Hot Topics I Submit Surcharge I Stets & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Product Approval USER: Public User product Annrnval Mem, > product or Application Search > Application I lit > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL9520-R7 Revision 2017 Approved Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative ]ay 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 FL9520 R7 COI EvalReoort836B.odf Referenced Standard and Year (of Standard) Standard Year AAMA 450-10 2010 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZ12gTuypub1ND0fxVcZHZ10%a3d 1/2 1/4/2018 Florida Building Code Online FL9520 R7 Equiv FL9520 Equivalency.pdf Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/29/2017 10/02/2017 10/05/2017 12/12/2017 Summary of Products FL # Model, Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. Installation Instructions FL9520 R7 II CWS-836B.pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R7 AE EvalReDort836B.pdf Created by Independent Third Party: Yes •••• • • • • •••• •••••• • 9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horiaontal & Verticat+If& Flange • • applications. (IMPACT) •••• Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. • • b • Installation InstructioNO • • • • FL9520 R7 II CWS-837B.adi • • • • • Verified By: Lucas A. Turtlgra581 • • • Created by Independent Third Party: Yet • • Evaluation Reports • • • • • FL9520 R7 AE EvalReodI1839B.odf • • • • Created by Independent =wiud.lilarty: Yes • ' • • • • • • • • - • • 9520.3 5 1/2" Alum. Tube Mullion • 5 1/2" Alum. Tube Mullion! rQrizotital & Vecticai. Fin & Flange 4 applications. (IMPACT) • • • •• • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. Installation Instructions FL9520 R7 II CWS-838B.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R7 AE EvalReDort838B.odf Created by Independent Third Party: Yes Back contact ilc :: 7601 Rlalr Stone Road. Tallahassee Fi 77a99 phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-7013 State of Florida • • privary 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 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 emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: !e2 etheck Credit,Card Safe SCCI.I rl t V:\t FIR 1 CS' https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZ12gTuypublND0fxVcZHZIO%3d 2/2 URNER ENGINEERING & CONSULTING, INC. Product Description: PVC 3" Mullion H-1758 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 836B September 26, 2017 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-836B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3833-1, -1A, -2, -2A, -3, and -3A, from National Certified Testinn• Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/044i'ATM E 1W, . • •. • 04/06/09, and AAMA 450-06 4) Supplemental Calcs. to support CWS-836B, signed and sealed by Lucas A. Mena, P.E. • •••• • • Installation: Units must be installed according to approval document CWS-836139. ••••• Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS-836B, sir Clips a4 shown in CWS-836B . • • • • Is Large Missile Impact Resistant and does not require the use of shutters •• • . • •• • •. • • • •• .• • • • • • May be used in the High Velocity Hurricane Zone • May only be used with Custom Window System, Inc. windows, please see separate individual window unit approvals for applicable design pressures and for more details. The lower of the individual window design pressures and the mullion design pressures shall apply to the entire assembly. • Requires 6063-T6 aluminum mullion and clip extrusions. •. • •• •• • •• • 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 2017-09-28 07:30+20:00 ANCHOR CLIP • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • •• •• • • . • ••• • • • 3" PVC MULL BAR - LARGE MISSILE IMPACT SHOWN w/DIFFERENT OPTIONS • • • • • • • ••• • • • • • 0 I I 1 1 1 0 111 i T1 11 I O O I I� 0 I II I, 1 II X II II I X II II II X II eeee TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 DP CHARTS 2-3 BOM & EXTRUSIONS 4 EXTRUSIONS 5 SECTION VIEWS 6-7 CONFIGURATIONS & ANCHOR NOTES 8 INSTALLATION DETAILS 9-10 ANCHOR CLIP EXAMPLE HORIZ/.VERT. MULLION FOR SECTION VIEW ONLY •• • • • • • • amRAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH • • • THF_FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH • • • • • • 1/6LOCITY 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, Ce4F1GURATIONS (SEE SHEETS 2-3): VERTICAL OR HORIZONTAL. 3. SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. (REFER TO SHEETS 2-3) w ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE • /DESIGN OF THIS PRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD • • DQRATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. • •• ••• •• • • ANCHOR CLIP ANCHOR CLIP • • • • • • 5. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. 7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 8. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 9. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. 10. VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 11. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. EXAMPLE VERTICAL MULLION FOR PVC WINDOWS FOR SECTION VIEWS ONLY Lucas Turner 2017-09-28 07:12+20:00 again WINDOW SYSTEMS [1I� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIA aZ0 ow0 awoo zoz o �ZiL I- w Z i- 3 - Fw owt ? ? F0V) O_ZVvjZD0 LL200LLZ apap++0iHI0- O"-U)OwU)w U. 0-1U) -Ma- ECOSCO a 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 09/27/12 DWG#: REV.: CWS-836 B SCALE: 1:25 SHEET 1 OF 10 • . ••• • • • •.• .. •. • • •• • •• •• • • • • • •• •• •• •• • . • •• • . •• •• • • • • • • Design Pressure Chart (PSF) for NON -INTERSECTED Impact PVC 3" Mullion H-1758, with 1522 clips usirjp four (1) #Mpre$s gitooVOOD Itg or 3/16" ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 1/4" ELCO ULTRACONS. MULL LENGTH (In.) 53 1/8 57 OPENING SIZE (In.) 39 80.0 80.0 80.0 80.0 80.0 45 80.0 80.0 80.0 80.0 80.0 51 80.0 80.0 80.0 80.0 80.0 57 80.0 80.0 80.0 80.0 80.0 63 80.0 80.0 80.0 80.0 80.0 69 80.0 80.0 80.0 80.0 80.0 75 3/8 80.0 80.0 80.0 80.0 80.0 81. 8t3.0 • 8a.0 • Bd.Q 80.0 80.0 • 87 • 80.0 • 640 8Q0 80.0 80.0 i3 •80.0• lo.O 80.0 80.0 99 • •80.0 • • '80:0 • 107 3// • 80O • 80Q- • , •80.0 •800 • 80.0 80.0 80.0 80.0 114 80.0 80.0 80.0 80.0 80.0 120 80.0 80.0 80.0 80.0 65.0 126 80.0 80.0 80.0 80.0 65.0 132 80.0 80.0 80.0 65.0 65.0 138 80.0 80.0 80.0 65.0 145 3/8 80.0) 65.0 63 65 68 80.0 65.0 65.0 80.0 65.0 65.0 80.0 65.0 65.0 80.0 65.0 65.0 80.0 65.0 65.0 80.0 65.0 65.0 80.0 65.0 65.0 80.0 65.0 • 65.0 72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 -7IL9- 6510 • '•6�jd; 64.9--•6t7_ /6.6 • 65.0 • 6i0 • 59t1 • • 748 •65.0 72_5 •65.0 65.0 65.0 65.0 •5619 5307 DP CHART IS FOR: NON -INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END): 1522 CLIPS • WOOD or METAL TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD • ONS INTO HOLLOW or GROUT-F • : • Design Pressure Chart (PSF) for NON -INTERSECTED Impact PVC 3" Million H-1758, with 1776 clips with six(6) #10 Screws into WOOD or METAL or 3/16" ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 1/4" ELCO ULTRACONS. MULL LENGTH (in.) 37 42 3/4 48 3/4 53 1/8 57 OPENING SIZE (in.) 39 80.0 80.0 80.0 80.0 80.0 45 80.0 80.0 80.0 80.0 80.0 51 80.0 80.0 80.0 80.0 80.0 57 80.0 80.0 80.0 80.0 80.0 63 80.0 80.0 80.0 80.0 80.0 69 80.0 80.0 80.0 80.0 80.0 75 3/8 80.0 80.0 80.0 80.0 80.0 81 80.0 80.0 80.0 80.0 80.0 87 80.0 80.0 80.0 80.0 80.0 93 80.0 80.0 80.0 80.0 80.0 99 80.0 80.0 80.0 80.0 80.0 107 3/8 80.0 80.0 80.0 80.0 80.0 114 80.0 80.0 80.0 80.0 80.0 120 80.0 80.0 80.0 80.0 65.0 126 80.0 80.0 80.0 80.0 65.0 132 80.0 80.0 80.0 65.0 65.0 138 80.0 80.0 80.0 65.0 145 3/8 80.0 80.0 65.0 65.0 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 DP CHART IS FOR: NON -INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END): 1776 CLIPS - (6) #10 SCREWS INTO WOOD or METAL - (6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK TWIN VERTICAL MULLION TRIPLE VERTICAL MULLION L7 L OPENING SIZE - OPENING SIZE F� TRANSOM OVER TWIN VERTICAL MULLION T N z J TRANSOM OVER OVER TRIPLE VERTICAL MULLION LI I LII I I-- OPENING SIZE --I --I OPENING SIZE r w 0, 0 0 k- MULL LENGTH TWIN HORIZONTAL MULLION NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. TRPLE HORIZONTAL MULLION TW NRRPLE HORIZONTAL MULLION OPENING SIZE z L z 0 T i_ MULL LENGTH -I MULL LENGTH I Caaftsma WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: DP CHARTS NON -INTERSECTED MULLS DRAWN BY: ADE DATE: 09/27/12 DWG #: CWS-836 REV.: B SCALE: 1:1 SHEET 2 OF 10 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •• • • • • • • Design Pressure Chart (PSF) for INTERSECTED Impact PVC 3" Mullion H-1758, with 1522 clips using fopr (4) #tl Sere into WOOD or METAL Sr 3/16" ITW Tapcons into SOLID CONCRETE or WOOD, or 1776 dips with six(6) #10 Screws into WOOD or METAL or 3/16" ITW Tapcons into SOLID CONCRETE or WOOD per each end of mullion. HOtLf or GROUT -FILLED BLOCK require 1/4" ELCO ULTRACONS. MULL LENGTH (in.) 37 42 3/4 OPENING SIZE (in.) 39 50.0 50.0 45 50.0 50.0 51 50.0 50.0 57 50.0 50.0 63 50.0 50.0 69 50.0 50.0 75 3/8 50.0 50.0 48 3/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 81 • 50.4 I • 50.0 • 5o.s • • •87 ,DO.Q 604 50.4 93 r rSQO 50r0 5d4 • 99 • 10.0 • 50.0 1.10 3/8. • D50.0• . •50.0• 114 • 50.0 • 50.0 120 50.0 50.0 126 50.0 50.0 132 50.0 50.0 138 50.0 50.0 145 3/8 50.0 50.0 • 50.0 50.0 50.0 50.0 50.0 50.0 53 1/8 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48.1 63 68 72 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 75.375 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 • ,p0•Q 50.Q b0.a 1, 5Q0 p•50.Q• 90.010 :•o0.(L•• 50.0 •.50.Q sq,e Ito!. , 50,Q• 90.0 4574. 50.0 49.8 44.0 50.0 47.6 49.4 47.3 _�o•Ir DP CHART IS FOR: INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING EITHER (PER END): 1522 CLIPS - (4) #10 SCREWS INTO WOOD or METAL - (4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (4) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK 1767 CLIPS - (6) #10 SCREWS INTO WOOD or METAL - (6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK TWIN/TRIPLE VERTICAL MULLION L i OPENING SIZE HORIZONTAL MULLION SINGLE TWIN OR TRIPLE UNITS BELOW MULL LENGTH NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. azgonin WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL �011OREWr���#,. � P No 58201 - 15:: *: * :* S.I STATE OF • u .7SiONA rON, % 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: DP CHART INTERSECTED MULLS DRAWN BY: ADE DATE: 09/27/12 DWG#: CWS-836 REV.: B SCALE: 1:1 SHEET 3 OF 10 ITEM PART # DESCRIPTION 1 H-1758 1 3/8' x 3" MULLION TUBE 2 3 #10 OR #12 HEX WASHER HEAD TEK SCREW "(see note below) #10 x 1 1/2", PANHEAD PHILIPS ZINC 4 #10 FLAT WASHER 7 S-1897 MULLION CLIP 8 SEALANT 9 S-1895 DRIP CAP 10 S-1896 FLANGE ADAPTER 11 S-6018 MULLION INTERIOR COVER 13 P-3486 MULL BAR CAP 14 F-1522-013 3" SLOTTED NEW CONTRUCTION FIN MULL CLIP 15 F-1522-006 3" SLOTTED T-CLIP 16 F-1767-001 L-ANGLE 3" MULL CLIP, STANDARD 17 F-1767-004L L-ANGLE 3" MULL CLIP, FIN, LEFT 18 F-1767-004R L-ANGLE 3" MULL CLIP, FIN, RIGHT 19 #10 HEX WASHER HEAD TEK SCREW 20 #10 FH TEK SCREW • LINE ITEMS NOT USED: 5-6, 12 • USE WOOD SCREW SIZE (#10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 1 3/4" 7/16'-+{ 1/16" MULLION INTERIOR COVER S-6018 1/8' 3' MULLBAR H-1758 1/2' I I - 11/16" I} 1/2n" 1 1/4" LI1/16" FLANGE ADAPTER S-1898 16 1/16" DRIP CAP S-1895 13/16' II 11 TOP VIEW MULLION CLIP S 1897 SCORE, BEND AND BREAK TO REMOVE FIN FOR FRAME ATTACHEMENT TO MULL BAR TYP. FIN FRAME DETAIL A 3:1 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. • • • • • • • ••• • • • • • • • ••• • • • ••• • •• •• • • •• •• • • • •• • • •• •• •• ••• • • •• • • • •••• •• • •• • • •• •• • •• • • • •• • • • • ••• • • • • •• • • •• • • • • • • • • • • • • • • • • • ••• ••• ••• • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• 9/32" j_ 1 7/16" • FRAME TYPE (FLANGE) FIN OPENING NEW RETRO NEW "T" MULLBAR CLIP (F-1522-XXX) "L" MULLBAR CLIP (F-1767 XXX) F-1522-013 F-1522-006 F-1767-001 F-1767-001 F-1767-004(L&R) RETRO F-1522-013 F-1767-004(L&R) again WINDOW SYSTEMS tK 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 W S.CC BOX NEW NOT RECOMMENDED F-1767-001 RETRO F-1522.006 F-1767-001 f 1 7/16' 1 9/32' I 1 13/16" 0 1/4" (TYP) 1 3/16•- 2 7116" 11 15/16"I 1 13/16" 4 1/8" 5/8' 1 3/4" ----ham 1 3/8' --i 2 1/4" 1/8' 4 7/8" f F- 1522 - 013 NEW CONSTRUCTION / FIN INSTALLATION 2 3/16" 1/8' F" 4 7/8 F-1522-006 RETRO / FLANGE CLIP 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL „1p"ulq#� \ ENgF`.�'L wS No 58201 •• 'A s. *: * :* I.13 STATE OF • 4/` •oSS/ONA� ENp..� 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: BOM AND EXTRUSIONS DRAWN BY: ADE DWG #: CWS-836 SCALE: 1:2 DATE: 09/27/12 REV.: B SHEET 4 OF 10 1/4' (TYP) 3/ 1 5/8" f•- 7/16" (TYP) - -1/2' 2 3/4" 5' "L" ANGLE 3" MULL CLIP, FIN (LEFT) F 1767-004L OUTSIDE • • ••• • • • ••- •• •• • • •• • •• •• - • • • • •• •• •• •• • • • •• • • •• •• • • • • • - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •1 •• • • • ID ••• •• - • - • • - •• • • • • • • • • •• "L" ANGLE 3" MULL CLIP, FIN (RIGHT) F-1767.004R FRAME TYPE OPENING T MULLBAR CLIP (F-1522-XXX) "L" MULLBAR CLIP (F-1767 XXX) FLANGE NEW F-1522-013 F-1767-001 RETRO F-1522-006 F-1767-001 FIN NEW F-1522-013 F-1767-004(L&R) RETRO F-1522-013 F-1767-004(L&R) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC BOX NEW NOT RECOMMENDED F-1767-001 RETRO F-1522-006 F-1767-001 1/8' [OUTSIDE' 6 7/8" "L" ANGLE 3" STANDARD MULL CUP - F-1767.001 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL �S CREW,�,i,%� vv: ' No 56201 v13 L *= 0 STATE OF 4 I���4S�ONA� ,,,, 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: EXTRUSIONS DRAWN BY: ADE DATE: 09/27/12 DWG #: REV.: CWS-836 B SCALE: 1:2 SHEET 5 OF 10 SEAL BEHIND FLANGE PRIOR TO ATTACHING TO MULLION 0sA HORIZONTAL MULL BAR SECTION FLANGE FRAME WINDOW • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • •• •••• •• • •• • • •• •• • •• • • • • • • •• •• • • • • • • • • • • • • •• • • •• 1 • • • • • • • • • • l • • 1 • • • • 11 • { • • • • • • • • ••• • SEAL BEHIND FLANGE PRIOR TO ATTACHING TO MULLION FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL A HORIZONTAL MULL BAR SECTION B FIN FRAME WINDOW •• • • • • • APPLY SEALANT ALONG FULL j LENGTH OF WINDOW FRAME • • GROOVE PRIOR TO ATTACHING I� • • COVER 0 ••• •1 1.-:O � � I ■[S= O6 A VERTICAL/HORIZONTAL MULL BAR SECTION BOX FRAME WINDOW SEAL BEHIND FLANGE PRIOR TO ATTACHING TO MULLION (SEE DETAIL B) FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL SEAL BEHIND FLANGE PRIOR TO ATTACHING TO MULLION (SEE DETAIL B) OVERTICAL MULL BAR SECTION B FIN FRAME WINDOW APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP ADAPTOR DETAIL A APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING FLANGE ADAPTOR DETAIL B ago WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: SECTION VIEWS MULLS DRAWN BY: ADE DATE: 09/27/12 DWG #: REV.: CWS-836 B SCALE: 1:2 SHEET 6 OF 10 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •. • . •• •••• •• • • SEE NOTE 1 0 O A • • • • • ••• • • • • ••. • • • • p • • •• • • p. • • • • • ••• • • • • • • • • • ••• ••• • • • • • • • • • • • •• • • • •• ••. .. uL_ • IUL= JL LJ� 1n1 �J • • • • • • • • • • SEE NOTE 4 A TOP VIEW FIN FRAME 5" MULLBAR (H-1760) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) SEE NOTE 1 11/16" MAX EDGE DISTANCE SEE NOTES 1 & 2 (1 EA./CLIP) 07C 5" HORIZ. TO 3" VERT. MULLBAR SECTION FLANGE FRAME WINDOW 4" MULLBAR (H-1759) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) -f 11/16" MAX EDGE DISTANCE SEE NOTES 1 & 2 (1 EAJCLIP) 07 C 4" HORIZ. TO 3" VERT. MULLBAR SECTION FLANGE FRAME WINDOW SEE NOTE 1 SECTION VIEW A -A SEE NOTE 4 11/16" MAX ED1GE DISTANCE SEE NOTES 1 & 2 (1 EA/CLIP) 07C 3" HORIZ. TO 3" VERT. MULLBAR SECTION FLANGE FRAME WINDOW NOTES: 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19 (QTY 1) AND 20 (QTY 1), AS SHOWN ABOVE. 2. PRE -DRILLED HOLES (THRU HN CLIP 1897), BY THE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF 9/32" AND A MINIMUM CENTER TO CENTER SPACING OF 1/2". 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, REGARDLESS OF ORIENTATION (i.e., HORIZONTAL OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL. 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL. ;Ill% WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL tttt .tttL 0RFWy/'4 :v: No 58201 '�-A: * * �9Qt STATE OF /44J • 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: SECTION VIEWS MULL INTERSECTIONS DRAWN BY: ADE DATE: 09/27/12 DWG #: REV. CWS-836 B SCALE 1:2 SHEET 7 OF 10 T z z 0 TWIN VERTICAL MULLION TRIPLE VERTICAL MULLION I-- OPENING SIZE --I - OPENING SIZE TWIN HORIZONTAL MULLION I- MULL LENGTH -I NOTES: L z z w 0 0 i MULL LENGTH --i TRPLE HORIZONTAL MULLION T OPENING SIZE L • • ••• • • • ••• • •• •• •• • •• •• • • •• • • •• •• •• ••• • • •• • • •• • ••• • • • • • . • • • • • ••• • • • • ••• TRANSOM OVER TWIN • VERTICAL MULLION • • • • • • ••• • • • 1 1- z J • J f •• • • •• • • • • • • • • ♦ • • • • • ••• � • • • 4 • • • . • • TWIN/TRIPLE HORIZONTAL MULLION • • •• ••• • •• • • • • • • • •• • • • • • • OPENING SIZE --I MULL LENGTH I • 1- Wz • • • • J• •• • f • TRANSOM OVER TRIPLE VERTICAL MULLION • • • • •• • • •• • • OPENING SIZE TWNRRIPLE VERTICAL MULLION I-- OPENING SIZE NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. HORIZONTAL MULLION w 0 z z 0 SINGLE TWIN OR TRIPLE UNITS BELOW MULL LENGTH --I 1. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR #12) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 2. MULL CLIP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 9. 3. ALL MULL CLIP 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. 4. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 9. 5. 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 - 1X BUCKS ARE OPTIONAL. 6. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE -DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. 7. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 8. 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), FMAIWDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS) Coorkoma WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL ,,,,,Pp1ORE W ),,,,, ,G E AI SF G�L•4 No 58201 '��L *e * :*_ �• 90: STATE OF fur. z�- 9/26/2017 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: CONFIGURATIONS AND ANCHORAGE NOTES DRAWN BY: ADE DATE: 09/27/12 DWG REV.: CWS-836 B SCALE 1:1 SHEET 8 OF 10 SEALANT ALONG OUTSIDE EXPOSED EDGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 RETRO FIT MULL BAR CLIP VERTICAL SECTION • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • ••• • • • • • a • • • • • • • • • ••• ••• ••• • •• • • • •• ••• •• • • • • • • • • 'L' ANGLE MULL BAR CLIP TWO REQD PER EACH END OF MULL MULL BAR-, MULL BAR INSTALLATION ANCHOR SEE TABLE 1 ADD STRUCTURAL ELEMENTS AS REQD TO MAKE LEVEL FOR MULL BAR MIN. EMBEDMENT SEE TABLE 1 TYPICAL FLANGE (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION • E TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EMED115.• CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1' 1-v." 3' CONZi BEKGJIYSLa 3/16" ELCO ULTRACON HOLLOW or GROUT-FLLED CMU (ASTM C-90) 1/4" ELCO ULTRACON 1-1/4" 2-1/2' 2XMIN. SOUTHERN PINE (G=0.55) 3/16" IiVV TAPCON OR ELCO ULTRACON 1-3/8" 7/8„ 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HLTI KWIK-FLEXOR ITW TEKS SELF-DRLLING SCREW FULL THREAD THRU 0.060" 7/16„ 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16' SFJI ANT ALONG OUTSIDE EXPOSED EDGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 O9 E VERTICAL SECTION INSTALLATION ANCHOR SEE TABLE 1 ADD STRUCTURAL ELEMENTS AS READ TO MAKE LEVEL FOR MULL BAR MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 TYPICAL FLANGE ("L" ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION NOTES: 1. BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. 2. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION. 3. RECESS RETRO MULLION CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED. 4. FOUR (4) ANCHORS REQUIRED PER "T' MULL CLIP, SEE SHEETS 2-3. THREE (3) ANCHORS REQUIRED PER'L" MULL CLIP, SEE SHEETS 2-3. 5. SEAT MULLION TIGHT TO MULL CLIP. 6. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. Cgabgbin III WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL ,J•„NO'RE W ••••,, p� .��GE,,,, ,,Qy vv ,, .,, No 58201 ?43.• STATE OF 4kr` SS�,NA ; �?0,,, '' 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: INSTALLATION DETAILS FLANGE DRAWN BY: ADE DATE: 09/27/12 DWG #: REV.: CWS-836 B SCALE: 1:2 SHEET 9 OF 10 SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 9 RETRO FIT MULL BAR CLIP VERTICAL SECTION • • ••• • • • ••• •• .• • • • •• •• • •• • • •• •• • •• • • • • • • • ••• • • • • • . • • • • •• • • • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • ••• ••• ••• • •• • • • •• ••• •• • • • • • • •• • • • • • ••• •• INSTALLATION ANCHOR SEE TABLE 1, SHT 9 MIN. EMBEDMENT SEE TABLE 1, SHT 9 MIN. EDGE DIST. SEE TABLE 1, SHT 9 TYPICAL FIN (RETRO FIT) ANCHORAGE • HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 9 • • ANGLE CLIP TWO REQ'D PER EACH END OF MULL INSTALLATION ANCHOR SEE TABLE 1, SHT 9 MIN. EMBEDMENT SEE TABLE 1, SHT 9 MIN. EDGE DIST. VERTICAL SECTION SEE TABLE 1, SHT 9 TYPICAL FIN ('L' ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION NOTES: 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION. 2. RECESS RETRO MULLION CLIP 3/8' MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED. 3. FOUR (4) ANCHORS REQUIRED PER T MULL CLIP, SEE SHEETS 2-3. THREE (3) ANCHORS REQUIRED PER'L" MULL CLIP, SEE SHEETS 2-3. 4. SEAT MULLION TIGHT TO MULL CLIP. 5. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. asaSin! WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIA Xz- 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: INSTALLATION DETAILS FIN DRAWN BY: ADE DATE: 09/27/12 DWG 9: REV.: CWS-836 B SCALE: 1:2 SHEET 107F 10