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WS-17-2239Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-9-17-2239 p t Permit Type: Windows/Shutters ermiork Classification: Window/Door Replacem Penni/ Status: APPROVED Issue Date: 9/27/2017 Expiration: 03/26/2018 Parcel Number Applicant 934 NE 96 Street Miami Shores, FL 1132060143000 Block: Lot: JEAN SIMMONS Owner Information Address Phone Cell JEAN SIMMONS 934 NE 96 ST MIAMI SHORES FL 33138-2524 Contractor(s) FLORIDA HOME IMPROVEMENT Phone (954)792-4415 Cell Phone Valuation: Total Sq Feet: $ 32,960.00 0 Type of Work: REPLACE 16 WINDOWS SIZE FOR SIZE No of Openings: 16 Additional Info: REPLACE 16 WINDOWS SIZE FOR SIZE Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $19.80 $3.90 $3.90 $6.60 $260.00 $9.00 $26.40 $329.60 Pay Date Pay Type Invoice # WS-9-17-65087 09/27/2017 Credit Card 09/18/2017 Credit Card Amt Paid Amt Due $ 279.60 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issu pertaining thereto and in accepting this permit I required for ELECT IC OWNERS AFFID construction ce to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations t conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are MBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. e foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating i e the above -named contractor to do the work stated. Authorized = i'jj a'ure: Owner / Applicant / Contractor September 27, 2017 Date Building Department Copy / Agent September 27, 2017 1 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 FBC 20P G Master Permit No. I vS 1 R - 223 - t Sub Permit No. RECEIVED SEP 1 8 2017 0 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR JOB ADDRESS:osi3_I NE RED S+ City: Folio/Parcel#: Miami Shores 11- ?,Z o(P-014-30D0 Occupancy Type: County: DRAWINGS Miami Dade Zia: 53J3g Is the Building Historically Designated: Yes NO Y Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): SIryin Oi'1S Address:C:1)11 }VGg ° City: Mani) ON'S State: %(/ Tenant/Lessee Name: N/A Email: N/A Phone#: 305— 7 sg- z 75" zip: 3313 F Phone#: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Address: 4070 SW 30 AVE Phone#: 954-7924415 City: HOLLYWOOD State: FL Qualifier Name: WAYNE T. BURNETT State Certification or Registration #: CGC061890 DESIGNER: Architect/Engineer: N/A Phone#: Zip: 33312 Certificate of Competency #: N/A Address: N/A City: N/A Value of Work for this Permit: $33-qie 0 Type of Work: ❑ Addition ❑ Alteration Description of Work: REPLACE I (o VA WS Phone#: State: N/A Zip: N/A Square/Linear Footage of Work: ❑ New ❑■ Repair/Replace ❑ Demolition v�)� (rwt a.lh, Size f Si ZQ„- Specify color of color thru tile: Submittal Fee $ Permit Fee $ " CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 2� 9 ' 60 (Revised02/24/2014) Bondirig 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 OWNER or AGENT The foregoing instrument was acknowledged before me this 330 day of 4./.1 .3 /4 , 20 f ' , by st11A7 j c) ' ho is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: i ABDIEL R. CASTILLO MY COMMISSION # GG 079600 EXPIRES: March 6, 2021 'JF oS Bonded Thru Notary Public Undervrtiters APPROVED BY I I lIi) as Signature CONTRACTOR The foregoing instrument was acknowledged before me this 7 l day of S (-P1-- * T' Dun.06'CT' , wh me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Plans Examiner 4."*if.;;.; JANETTE L LUNN _�... a MY COMMISSiC)P.: i GG032995 -.4:50‘d. EXPIRES 4,1.30st 07, 2020 Zoning Structural Review (Revised02/24/2014) Clerk IVliami 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: er • weer Signature Date Print Name Property Search Application - Miami -Dade County J R via,OFFICEA QF Summary Report Property Information Folio: 11-3206-014-3000 Property Address: 934 NE 96 ST Miami Shores, FL 33138-2524 Owner JEAN SIMMONS Mailing Address 934 NE 96 ST MIAMI SHORES, FL 33138-2524 PA Primary Zone 1700 SGL FAMILY - 4001 SQFT & Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,718 Sq.Ft Living Area 2,055 Sq.Ft Adjusted Area 2,374 Sq.Ft Lot Size 7,100 Sq.Ft Year Built 1956 Assessment Information Year 2017 2016 2015 Land Value $191,769 $199,045 $216,715 Building Value $165,230 $165,230 $165,230 XF Value $357 $363 $276 Market Value $357,356 $364,638 $382,221 Assessed Value $139,344 $136,478 $135,530 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $218,012 $228,160 $246,691 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 3 PB 10-37 LOT 7 BLK 76 LOT SIZE 50.000 X 142 Page 1 of 1 Generated On : 8/30/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $89,344 $86,478 $85,530 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $114,344 $111,478 $110,530 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $89,344 $86,478 $85,530 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $89,344 $86,478 $85,530 Sales Information Previous Sale Price OR Book -Page Qualification Description 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: http://www.miamidade.gov/propertysearch/ 8/30/2017 P:=q h•(GCp- GCp �) V (mph) Risk Category Exposure Kd Kxt GCpi pitch of roof 175 1620 FBC for HVHZ, or Fig. 26.5-la II Table 1.5-1, page 2 C Section 26.7 0.85 Table 26.6-1, page 250 1 Figure 26.8-1, page 252 0.18 -0.18 0.55 3/12 14.0 degas theta 14.0 degrees Mean Roof Specialty Engineering Consultants, Inc. 1509 SW 30 Avenue, Suite #20 Boynton Beach, FL 334326 FL. CA # 009217 Intstuctbns and limitations of Use • • ••• • • • ••• •• •• • •• • •• •• • • • • • •• •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •Wind Velocites in South Florata • • • • Dade • Broward Palm Beach sk Cat. } • • 16? 156 156 law risk to humans (farms, sheds) 'sk C 2 •:5 170 170 Single Family Rcsideaxes •• k Cat. yg'd • • • .• 6 180 180 &social Facilities 2 3 4 5 7 10 12 Charts provide wind pressures based on the mean roof height. And shall not exceed 60'-01. Design pressures are for an enclosed builinding (shutters or other im ct resistance protection required). • •` User shall determine the mean iadheoy,t, Wave h ht + RA( Pea End zone distance is the less& of 10% Of le th, %'I with 0 40 tithe rotas roof height and not less than 3'-0' If 50% of a component is in a pafiicylar tote enihat omjrr�nl is % dered to bin zone with the majority of the area. If questionable then place in Zone 5 Each component, window, door, milllioVasa tn4ytargalregthatee arp to be used. ♦rein of components to rounded down but shall not be less than 10 sf. For NOA's that require a Kd=1j1 jhen m l6pl•the vanes listed hgein loyal .08. • • 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 #56214 or Mark LeBlanc, PE #35683 or Adam D. LeBlanc, PE#77012 Wind design pressures are calculated in accordance with ASCE 7-10, Method 2 No reduction s taken for slopes less than 10 degrees. Arca of component 10.0 sf Area ofcomponent 15.0 sf Area of component 20.0 sf Arca ofcomponou 25.0 sf Area of component 30.0 of Area of component 35.0 sf Area of component 40.0 sf Arca of component 450sf Area of component 500 sf Arca ofcompomatt 55.0 sf Area ofcomponent 60.0 sf ne 4 Zone 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. 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 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 40.9 -44.8 40.9 -53.3 40.5 -44.4 40.5 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 38.6 25 44.6 -48.4 44.6 43.2 -47.0 43.2 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 -44.7 40.8 -52.9 40.3 -44.3 40.3 39.9 -43.8 39.9 39.4 -43.4 39.4 -50.4 38.9 -42.9 38.9 -49.5 26 45.0 -48.8 45.0 -60.2 43.5 -47.4 43.5 -57.6 43.1 -47.0 43.1 -56.8 42.6 -46.5 42.6 -55.9 42.1 -46.0 42.1 -55.1 41.6 -45.6 41.6 -54.2 41.2 41.2 -53.4 40.7 -44.7 40.7 -52.5 40.2 -44.2 40.2 39.7 -43.7 39.7 39.3 -43.3 39.3 -49.9 27 45.3 -49.2 45.3 -60.7 43.9 -47.8 43.9 -58.1 43.4 -47.3 43.4 -57.2 42.9 -46.9 42.9 -56.4 42.4 -46.4 42.4 -55.5 42.0 -45.9 42.0 -54.6 41.5 -45.5 41.5 -53.8 41.0 -45.0 41.0 -52.9 40.5 -44.6 40.5 -52.0 40.0 40.0 -51.2 39.6 -43.6 39.6 -50.3 28 45.7 -49.5 45.7 -61.2 44.2 -48.2 44.2 -58.5 43.7 -47.7 43.7 -57.7 43.3 -47.2 43.3 -56.8 42.8 -46.8 42.8 -55.9 42.3 -46.3 42.3 41.8 -45.8 41.8 -54.2 41.3 -45.4 41.3 40.8 -44.9 40.8 -52.4 40.4 39.9 39.9 -50.7 46.0 29 46.0 -61.6 44.6 -48.5 44.6 -59.0 44.1 -48.0 44.1 43.6 -47.6 43.6 -57.2 43.1 -47.1 43.1 -56.3 42.6 -46.6 42.6 -55.5 42.1 -46.2 42.1 -54.6 41.6 -45.7 41.6 -53.7 41.1 -45.2 41.1 , 40.2 30 46.3 -50.3 46.3 44.9 -48.9 44.9 -59.4 44.4 -48.4 44.4 -58.5 43.9 -47.9 43.9 -57.6 43.4 -47.4 43.4 -56.8 42.9 -47.0 42.9 -55.9 42.4 42.4 -55.0 41.9 -46.0 41.9 41.4 -45.6 -52.3 s.-TATE OF • • • ••• . • • ••• •• •. • • •• . •• •• • a-i ci 0 zow w.CC N z cc UOO w Q N z¢u) 0) w w w .g di 0 2 rsi 0 Ln 0 E to 51 3/4 X 37 (+60/-60) FL #16736.1 105 X 37 (+60/-60) FL #16736.2 • • . ••• • • • •• •. . •• . • • • • • • • •• •• • • • • • • • • • • •• • •• . •• • • •• • • .• • . • • • •• • ••• • . • •• • •• • • •• ••• • • • • • ••. • 72 3/4 X 37 1/4 (+60/-60) FL #16736.1 t(5 .• • • •• • • • • • • • • • • • • • •• 2.r Garage HS>L(o So e X 31,E -x®® 17 3/4 X 37 1/4 (+70/-70) FL #16177.1 105 X 37 (+60/-60) FL #16736.2 -\/ SN X Bath 3L4 Sed,1. Bed 4- 105 1 /8 X 49 1 /4 (+60/-60) FL #16736.2 NS y`Q ZN S )4® o X< -° 3tQ Living Family (2) MULLIONS 1 3/8 X 213/16 FL #9520.1 52 X 49 1/4 (+60/-60) FL #16736.1 Kit © HS Dining »& IL a 51 3/4 X 49 1/4 IBed 3 (+60/-60) FL #16736.1 5 Bath; N S OK 14s Entry t 1) .0 4.0 105 1/4 X 61 5/8 (+60/-60) FL#16736.2 t) Fro 72 3/4 X 37 (+60/-60) FL #16736.1 1- 105 1 /8 X 49 1/4 (+60/-60) FL #16736.2 72 3/4 X 49.1 /4 (+60/-60) FL #16736.1 35 5/8 X 24 3/4 (+60/-60) FL #16736.1 72 3/4 X 37 (+60/-60) FL #16736.1 72 3/4 X 37 (+60/-60) FL #16736.1 cc ri a 1.1 z N 0 9 z 0 E o � a N co PRODUCT APPROVAL NUMBER: FL #16736.2 ..... . . . . . . OPENING IDENTIFICATIONS: '":'' .... . 1. HS 5. HS 6. HS 8. HS 12. HS . . • .. ... .. .. .. . • • • • • • • • • • • • • • . • • • .. . •.. • • • 9/5/2016 Florida Building Code Online FL •'I A, MAR T Business Professiona Regulation dbdOr &�rprxu OFFICE OF,THE 1SECRETARYJ• BCIS Home I Log In I User Registration Product Approval USER: Public User Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map Links I Search Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL16736-R1 Revision 2014 Approved 0 Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc •••• • • • • •••• • • • • Technical Representative Erin Koss ' • ' • •• •• •• ' • Address/Phone/Email 1900 SW 44th Ave. • "" Ocala, FL 34474 • • • (352) 368-6922 Ext 291 •••• • • • • ekoss@cws.cc • ' •••• • Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc •• • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the 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 e0 Validation Checklist - Hardcopy Received Certificate of Independence FL16736 R1 COI EvalReo CWS-871B (HS-8200. 74x63. IMP).odf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA/ 101/I. S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqu8obl%2f1Zm6TgPohLz6ont0aKpvgION3eNaBBBv3yAgMA%3d%3d 1/2 9/5/2016 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/15/2015 04/21/2015 04/25/2015 06/22/2015 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 R1 II CWS-871B (HS-8200, 74x63. IMP).adf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R1 AE DuPont PVB NOA 13-0129 27.odf FL16736 R1 AE EvalReo CWS-871B (HS-8200 74x63. IMP).Ddf FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider• IMPACT,e1J►Ji'•x1 63", X0X• • • • • Lim 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 R1 II CWS-86911•EI-49•8200 1111K63,•IMP).Ddf• Verified By: Lucas A. Tutlye,r1a01 • • • Created by Independent Tpie g:arty: Ye•s • • • Evaluation Reports • • FL16736 R1 AE DuPont PIPBWOA 13-0f29 27.odf • • FL16736 R1 AE DuPont66f�� 11-9620 0L.4glf FL16736 R1 AE EvalRepCVISai369B (Hgs805(), 111x64, IMP).Ddf • FL16736 R1 AE Ouanex:(�1*liroii) NOA 12-1017 02.odf • • Created by Independent'rhird Party: Y4.ss..:. Next • • • •• • Contact Us :: 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 mail. If you have any questions, please contact 650.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: id hick r Gredit:Card Safe sccuri1I MI:TKlcs • https://www.floridabuiIding.org/pr/pr app df1.aspx?param=wGEVXOwtDqu8obl%2fIZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%34::%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 869B April 18, 2015 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XOX 111 "x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5th Edition (2014) 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-869B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-3, -3A, -4, and -4A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886 '02/04/05, ASTM E 1996 '04/06/09, and AAMA/WDMA/CSA . • • • •. 101/I.S.2/A440 '08 • •... • • • 4) Supplemental Calculations to support CWS-869B, signed and sealed by Ltd.4,Turnet, � • Installation: Units must be installed according to approval document CWS-869B. • • • • • •.. • Limitations of Use: This product: • • •• •• • May be used up to the sizes and daylight openings indicated in CWS-869B • 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 Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13- ° 129.27t, and in the fixed glass requires Dupont SentryGlas Interlayer per Miami -Dade N.O.A. 11-0624.021 • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.021 11 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th Ed. (2014) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. 0011111114. G z .`fir : No 58201 :�?) r.*i * :*_ %.,a; ;err, Sa STATE OF .:sir: .#;04( , .,4 0 R , p p `.':� 0oh6/0 N A1st'• 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 Lucas A. Turner 2015-04-18 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • • • • • • ••• • • • - ••• HORIZONTAL SLIDER - LARGE MISSILE IMPACT • • • • • 1121/4" MAX OVERALL FLANGE WIDTH 111" MAX. UNIT WIDTH 49 15/16' GLASS DLO • • • •• • • • • •• • • • • • • •• • •• • • • • • • • • • • • GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED • •lt}COMPI Y WITH THE FLORIDA BUILDING CODE (FBC), CURRENT • • • SJflTION 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". • •l. DESIGN PRESSURE RATING: • • 24 5/8" GLASS DLO 64 1 /4" MAX OVERALL FLANGE HEIGHT 63" MAX UNIT HEIGHT 59 MA SA HEI /16" C H GHT ' B I I 5813/16' GLASS DLO X I I O I I X r 2715/16" MAX SASH WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAILS 2 SECTION VIEWS & GLAZING DETAILS3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS- 6 • • • • • • • • • • -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 56 /4" GLASS DLO e 0 e • -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND • GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 8. SERIES / MODEL DESIGNATION HS-8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4' FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 111" x 63" +/- 60 PSF LARGE MISSILE IMPACT Lucas A. Tumer 2015-04-11 15:17-04:00 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT r oa o H UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: m a O REVISIONS LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: TEF DATE: 10/11/13 DWG 9: CWS-869 REV.: B SCALE: 1:20 SHEET 1 OF 6 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 140Q CLASS TYPE A FIXED GLAASS • • ••• • • • ••• •• •• •• • • .• •• • • •• • •• • •• ••• • • •• • • •• •••• •• • •• • •• •• •. • •. •• • • •• ••• • •• •• • • ••• • • • • • ••• • • • • •• • • •• • • • • • • • • •• • • • • • • • • • • • • • • •• ••• • ••• • •• • • • •• .•• •• • • • • • • •• • • • • • _a•• •• • 7/8" OVERALL 1/8" ANNEALED OR TEMPERED 3/8" AIR SPACE 5/16" LAMI 1/8" ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED PURFECT GLAZE"H" SIKAFLEX 552 1/2" GLASS BITE CLASS TYPE I) SASH GLASS Cgsaggleir WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT N Of 0 (0 0 0 W W } m UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: m O Z REVISIONS ,`, P ,,,,,NW T ,, +f',y,�i . No 58201 1� *; :*_ 103 .0•: STATE OF "4.+ e,,,6:5NAf1Ets 4/11/2015 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.: B SCALE: 1:1 SHEET 2 OF 6 INTERIOR SECTION VIEW A -A INTERIOR SECTION VIEW B-B SECTION VIEW C-C ALTERNATE FIN FRAME • • • ••• • • • ••• • •• • • • •• •• • • •• • • • •• • •• • • • • • • • ••• • • •• • • •. •• • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • SECTION VIEW D-D JAMB ROTARY LOCKS JAMB ROTARY LOCKS: - MAY BE SUBSTITUTED FOR JAMB IMPACT LOCKS ON FLANGE UNITS. - REQUIRED ON FIN UNITS. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASHES (ITEMS 44 & 46) JAMB IMPACT HOOKS (ITEM 42) OR ROTARY LOCKS (ITEM 23) LOCATED AT THIRD POINTS. 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 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 0 0 0 N 0 w W W UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: 63 O Z REVISIONS 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 6: CWS-869 REV.: B SCALE: 1:2 SHEET 30F6 PARTS LIST ITEM 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 40 41 42 43 44 45 46 47 48 49 50 PART # H-6049 DESCRIPTION Main Frame, SH/HS, Flange, PVC VENDOR Mikron MATERIAL PVC H-1681 S-6077 P-4638 P-3342 S-1776 Fixed Rail, Heavy Duty, Aluminum Cover, HD Fixed Rail, PVC #8 x 2 1/2" Ph Mod Truss Type A TEK Seam Sealer, SM-5504 Roller Track Keymark Mikron Ajax Schnee Keymark Alum PVC Steel Silicone Alum S-6013 S-6014 P-4479 Screen Adapter, Jamb, PVC Screen Adapter, Head & Sill, PVC Weep Cover w/ Flap Mikron Mikron M&M PVC PVC Nylon S-6064 H-6050 H-6051 H-6052 Glazing Bead Sash Meeting Rail, PVC Sash Pull Rail, PVC Sash Top/Bot. Rail, PVC Mikron Mikron Mikron Mikron PVC PVC PVC PVC H-1497 H-1498 H-1699 Reinf. Sash Meet. Rail Reinforcement, Sash, Side Rail Reinforcement, Sash Pull Rail Keymark Keymark Keymark Alum Alum Alum P-3429 P-3783 P-4051 P-069 Wstp., 0.270 x .187 back FinSeal, Gm Lock, Impact, PVC #8 x 1 1/4" Ph Flat Tek, Wht. Keeper, Impact, PVC Ultrafab Interlock Fastenal Interlock Steel P-3539 P-4958 P-4633 P-4952 P-4779 P-3541 GLASS #8 x 3/4" Square PH Tek, Wht. Rotary Lock 8-32 x 1/2" Barrel Fastener Keeper, Rotary Lock Roller, Tandem #8 x 1/2" Quad PH TEK 2 Znc SEE SHEET2 Fastenal Interlock Interlock Interlock M&M Fastenal CARDINAL Steel Nylon Steel GLASS P-3028 Purfect Glaze "H" or Sikaliex 552 Set. Blk., 85 Dur., 1/8" x 7/8" x 2" Lg. Henkel/Sika Frank Lowe Silicone Rubber P-3218 P-4754 P-4755 P-3029 P-3033 P-3228 P-4772 P-3113 P-3752 S-1577 S-1112 S-2000 P-3748 S-1999 H-6048 Screen Frame Screen Comer Key Screen Comer Key w/Safety Tab Screen Pull tab Screen Spring Screen Spline Screen Cloth, Fiberglass Screw Support, PVC Cap Plug, 1/2" Hole Impact Hook, Frame, Jamb Reinforcement, Head, Jamb Impact Channel, Sash #6 X5/8 Ph FH TEK, Znc, Painted Impact Hook, Frame, Head Main Frame, SH/HS, Fin, PVC Allmetal Allmetal Allmetal Summit Fla. Spring Dapa Team Plastics M&M Keymark Keymark Keymark Ajax Keymark Mikron RollForm Nylon Nylon SS Rubber Nylon Alum Alum Alum Steel Alum PVC S-6055 P-5250 P-4730 Roller Track, PVC, (Anti -lift) Lock, Impact, PVC, w/Flipper #8 x 1/2" Ph Mod Truss TEK Mikron Interlock Fastenal PVC Steel • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • •• •• •• • •• • • • • • ••• •}• 3118'-I •• • • PVC FRAME FLANG816049 • • 111-i`�39i16'—i1/16' 17/8" • • • • • hgeFRa11E FIN-6% •• • • • • • • • • •• 1 15/16" 3/16"- C I n 14 1 1Iy 5/8" - u1 s• CI • J -1/16" HD MTG RAIL-1681 PVC SASH MTG RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER - 6077 -o 3/16" 6" PLAN VIEW-1999 6" PLAN VIEW-2000 L_ Id PLAN VIEW - 1577 LINE ITEMS NOT USED: 4, 38-39 3/16' Z_ HEAD IMPACT HOOK -1999 0 3/16" T- 5/8- f` Q 5/8" �1/16" PANEL IMPACT CATCH - 2000 0 3/16" 1 5/16• 7/8" }_ I� 1/16' ALUM SASH IMPACT HOOK-1577 3" -i I•-•-r 1/2" 1 SCREW SUPPORT - 3113 CORNER CONSTRUCTION WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W .CW S.CC CORNER WELD (ALL SIDES) 1:8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8200 PVC HORZ. SLIDER IMPACT 0 3 0 0 w 0 w w w 0 >- 5/8" I } —t1/16" SASH MTG. RAIL-1497 S.B.RJS.S.R. - 1498 1/4" 7/8" PVC GLAZEBEAD - 6064 1/2", r1 1/8".1 3/4" } 15/16" 1 SASH REINF. -1699 1 1/4" 1/16" ROLLER TRACK - 1776 -7/8" -j 9/16* 1/16" GLAZE BEAD-1112 3/8" 1 5/16" -1 1/16" PVC SCREEN CATCH - 6013 5/16"�11/8"_j T— 1/16" PVC SCREEN SUPPORT - 6014 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1/16" PVC ANTI -LIFT - 6005 UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: m O Z REVISIONS ,tittt uR nrii,�� J� PNO EW T , ��JVQ�;. �........ G 65 N S� :��Q'��'. No 58201 *• ; ' 9 STATE OF z�- 4/11/2015 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 8: CWS-869 REV.: B SCALE: 1:2 SHEET 4 OF 6 6" MAX (TYP.) 6" MAX (TYP.)- 17' MAX O.C. (TYP.) 3" (TYP.)--1 �� 3" (TYP.) 1 I I 1 16 1/4" rMAX O.C. (TYP.) • •• • • • • • • • • • • ••• • • • • • • •• • • • ••• • •• • • • • • • • SEE NOTE 2• • •• • • • • •• X 0 X -� INSTALLATION ANCHOR (T1:. • • • • • • • • • • • • • •• • • • •• • •• • • • •• • • • •• • • •• :4" M/e(iYPI • I • Mk( (tYP.) • • •• • • •B"• • . • •MPK M. • • • • • • •• • • • • • • •• • • �[`G L 1 F • j 8" MAX. O.C. (TYP.) N •• •• • X 1 0 X ANCHOR LAYOUT - (FIN) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT rn 0 O isi N 0 W 2 W W m UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: m REVISIONS LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: TEF DATE: 10/11/13 DWG 8: CWS-869 REV.: B SCALE: 1:25 SHEET 5 OF 6 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 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX SHIM 1/4" MAX SHIM 06A VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 • • ••• •• •• • • • • • • • • • • • •• • • • • • • MIN. EMBEDMENT SEE TABLE 1 1/W" MAX.6HIM • • • • • • •• • • • • INSTALLATION ANCHOR SEE TABLE 1 • • • •• ••• • • ••• • • • • • • • ••• •• •• • • • • • •• • • •• • • • • • • •. • SUBSTRATE BY OTHERS •SEE MIME 1 •• • • • • • •MPN. EDGE DIST. SEE TABLE 1 •• • •• • •• PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER 06 8 HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAM ANUHUH 111IE IET. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" FLA " FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 3/16" fTW TAPCON OR ELCO ULTRACON 13/8" 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 HILT KWIK-FLEXOR fTW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN- 2X MIN. SOUTHERN PINE (G=0.55) - #8 WOOD SCREW 1-1/2" 1/2" - 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 SEALANT BEHIND FIN BY INSTALLER O6 HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION O6 p 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. Cgaflow WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 W S.CC 8200 PVC HORZ. SLIDER IMPACT Of 0 0 0 W w w W } UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: m Ci Z REVISIONS ..y.PNOREb ......'i 3-4 : No 58201 :13 G *; : r 0.0 '91• STATE OF 40+ ..isi0NALE?...• 4/11/2015 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.: B SCALE: 1:2 SHEET 6 OF 6 PRODUCT APPROVAL NUMBER: FL #16736.1 OPENING IDENTIFICATIONS: 2. HS 3. HS 4. HS 9. HS 10. HS 11. HS 13. HS 14. HS 15. HS 16. HS ...• . . . .• .... . . .• .. . ... .. . . .... . . . . .. .. .. .. . . . .. . • . . • •• • • • • • • • . • • • • • •• • .. • • • • •• 8/11/2016 Florida Building Code Online r DBPR HOME DBPR DIVISIONS. BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL16736-R1 Revision 2014 Approved 0 Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Jay Lathrop ABOUT DBPR • • • • • • • • •••• ,CONTACT DBPR • • • • •• • • •• • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • •• •• •• • • • • • • • 1900 SW 44th Ave. • • • • • • Ocala, FL 34474 • • • (352) 368-6922 Ext 291 • • • • jlathrop@cws.cc " ' "' • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R. Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the 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 i•% Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL16736 R1 COI EvalReo CWS-871B (HS-8200. 74x63. IMP).odf Standard Year AAMA/W DMA/CSA/ 101/I. S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards hops://www.floridabuilding.org/pr/pr_app dd.aspx?param=wGEVXOwtDquBobl%2fIZm6TgPohLz6ont0aKpvglON3eNaBBBv3yAgMA%3d%3d 1/2 8/11/2016 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/15/2015 04/21/2015 04/25/2015 06/22/2015 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 R1 II CWS-871B (HS-8200, 74x63. IMP).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R1 AE DuPont PVB NOA 13-0129 27.0df FL16736 R1 AE EvalReD CWS-871B (HS-8200. 74x63. IMP).Ddf FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes... • • • • •--• 4-•••- 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal S,jidIr, IMPACT, 111;x 63", XOX. • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. • • • • Installation Instructioi?? • •• • • • • • • FL16736 R1 II CWS-86911 414S48200 111x63, IMP).Ddi • Verified By: Lucas A. Turnr•5201 • • • • Created by Independent•Third Tarty: Yet•••• Evaluation Reports • • • • • • • FL16736 R1 AE DuPonefilo I1QA 13-041.M 9,pdf FL16736 R1 AE DuPont•SGIIIMOA 11-0614 08.odf FL16736 R1 AE EvalRepC L - 69B (HS-8V0, 111x63, •• IMP).Ddf • • • • FL16736 R1 AE Ouanez (Mikron) NOA:1Q.1(C1i7 02.octf Created by IndependenCThir(Pjrty: As • • Back Next • • •• Contact Us :: 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address if they have one. The emails provided may be used for offidal 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 didc here . Product Approval Accepts: Credit-card" Safe securitvHairitics- https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXCtwtDqu8obl%2flZm6TgPohLz6ont0aKpvglON3eNaBBBv3yAgMA%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 871B April 18, 2015 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 5th Edition (2014) 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-871B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1, -1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886 '02/04/05, ASTM E 1996 '04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 '08 4) Supplemental Calculations to support CWS-871B, signed and sealed by Lucas A. Turner, ii ' ••• • Installation: Units must be installed according to approval document CWS-871B • • • • •- • • • ••. • • Limitations of Use: This product: • • • • • •• • • May be used up to the sizes and daylight openings indicated in CWS-871B • • • • • •• • • 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 Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13-0129.27; •. • • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A..12-1017.6i* •. t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th Ed. (2014) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. 0 v%%��.1OREl7 4P � 4 S : No 58201 \r-10141 4 y ▪ : * + 7S -a. :a- :1} : STATE OF Lu .O ..° .,C p R ti P.'w�',.'* Lucas A. Turner, P.E. ION A�- .4 4/18/2015 FL PE #58201 • • • • Lucas A. Turner 2015-04-18 22:21-04:00 •• •• • • • • • • • • HORIZONTAL SLIDER - LARGE MISSILE IMPACT 75 1/4" MAX. OVERALL FLANGE WIDTH 33" GLASS DLO 74" MAX UNIT WIDTH 64 /4" MAX. FLANGE HEIGHT 63" MAX. UNIT HEIGHT • .•• • • • • • • • ••• • •• •• • • . •• •• • • • •• • ••.• •. •• •• • •. •• •• • • • • • • •. • • • ••• GENERAL NOTES: • • • •• • • • • • • •• • • • • • • • 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TQQCOMeL ITH THE FLORIDA BUILDING CODE (FBC), CURRENT • EDIION INAUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS DATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTMS 1996 PER THE FBC. • • • • 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "OX", "XO". .• • • • •• ••• •• DESIarrPRESSURE RATING: • • • • • • • • • • • • •• • • 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 • Ci A 33" GLASS DLO 365/16" MAX SASH WIDTH • • -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS ?ABLES ASTM E-1300-04. • • • • -POSTTTVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 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 74" x 63" DESIGN PRESSURE RATING +/- 60 PSF IMPACT RATING LARGE MISSILE IMPACT Lucas A. Tumer 2015-04-11 15:18-04:00 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT N a w w } UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: O Z REVISIONS Ill/1R 1//j#,,` ,,,,P1.10 E4YT��. No 58201 'r-P *; * ;*= :97: STATE OF fez? 0 Ft 4/11/2015 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#: REV.: CWS-871 B SCALE: 1:15 SHEET 1 OF 5 INTERIOR SECTION A -A SECTION C-C ALTERNATE FIN FRAME • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • •• •• •••• •• • • •• • •• •• • •• •• •• • • • • • • •• • • • • • • • • I RIQJ • • • • • • • • • • • • • • • • • •• •• • • • • • • • • •• • • • • • •• SECTION B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH (ITEMS 35 & 36) { X HEAD IMPACT HOOK AND JAMB SWEEP LOCK LOCATIONS 1:20 0 g.)�um© ALW� SWEEP 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 .090 DUPONT PVB INTERLAYER —1/8" ANNEALED PURFECT GLAZE"H" SIKAFLEX 552 1/2" GLASS BITE (LASSTYPE A) 1:1 a;®lll 11/ WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT 0 0 0 0 0 w 0 0 2 W W O T m UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: O z 0) z 0 y W 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 Y: CWS-871 REV.: B SCALE: — 1:2 SHEET 20F5 PARTS LIST ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 PART # H-1497 H-1699 H-1836 H-6052 H-6048 H-6050 H-6051 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 DESCRIPTION Reinf. Sash Meet. Rail Reinf. S.B.R./S.S.R, Meet. Rail, Fxd. Sash Top/Bot. Rail Main Fr., SH, w/ Fin., PVC Sash Meet. Rail, PVC Sash Side Rail, PVC Main Fr., SH, w/Flg., PVC Screen Pull Tab Screen Spring, SS Screw Support, PVC Screen Frame Screen Spline, .155 Dia., Blk. Screen Frame Comer Key Seam Sealer, SM-5504 Set. Bik., 85 Dur., 1/8" x 5/8" x 2" Lg. Wstp., 0.270 x .187 back FinSeal, Gn #8 x 3/4" Square TEK 2 Znc #8 x 1/2" Truss PH TEK 2 Znc Cap Plug, 1/2" Hole VENDOR Keymark Keymark Keymark Mikron Mikron Mikron Mikron Mikron Summit Hurley Team Plastic Allmetal Dapa Al!metal Schnee FrankLowe Ultrafab Fastenal Fastenal M&M MATERIAL Alum Alum Alum PVC 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-069 P-479 P-4638 P-958 P-4952 P-4959 P-633 S-1112 S-1498 S-1776 S-1999 S-2000 S-6005 S-6013 S-6014 S-6063 S-6064 GLASS Spring Lock, Impact, PVC Roller, Tandem #8 x 1 1/4 Ph FH TEK, WM. Keeper, Impact, PVC Weep Cover 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 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 SEE SHEET 2 Purfect Glaze "H", SikaFlex 552 Interlock M&M Fastenal Interlock M&M Ajax Sullivan Sullivan Ultrafab Fastenal Keymark Keymark Keymark Keymark Keymark Mikron Mikron Mikron Mikron Mikron CARDINAL Henkel / Sika Nylon Steel Nylon Steel Znc Znc Steel Alum Alum Alum Alum Alum PVC PVC PVC PVC PVC GLASS Silicone LINE ITEMS NOT USED: 33- 2 11/16 3 1/8" • • ••• • • • ••• • • • • • • • • • • • • • • • •• • •• • • • •• • • • • •••• •• • •• • • •• •• • •• •• • • • • ••• • . . • ••• 31/8"-I • • • • • • •• • p •3•9/16 1/16 PVC FRAME FLANGE-6049 • • j�-2 3/16" I 1 5/8" 1/16' 1 5/8" • • • • • • „tits"-1 • 1/16" PVC SASH MTG RAIL-6050 PVC SASH SIDE RAIL-6051 • VC:R4NEFI4048 • 15/8" L(r] --® t 1/16" FIXED RAIL- 1836 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER - 6063 -0 3/16" d 6 PLAN VIEW-1999 0 1- 6" E 3/16" 3" PLAN VIEW-2000 r " SCREW SUPPORT-3113 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 0 1/2" HEAD IMPACT HOOK - 1999 0 3/16" --I 5M" I� m 5/8" L r 1/16" -- PANEL IMPACT CATCH - 2000 1" L--1/16" SASH MTG. RAIL-1497 S.B.R./S.S.R. - 1498 1/4" 7/8' PVC GLAZEBEAD - 6064 1/2", r 1 1/8" 1/16" PVC SCREEN CATCH - 6013 CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 c_I,1 [6.5 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 0 0 r a a 0 2 W W Q } 07 7/16" 5/16" PVC SCREEN SUPPORT - 6014 15/16" 1/16" 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 UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: m O Z REVISIONS LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: ADE DATE: 10/10/13 DWG#: CWS-871 REV.: B SCALE: 1:2 SHEET 3 OF 5 • • ••• • • • ••• •• •• • ••• • •• •• • • • • • •• •• •• •• • • • •• • •• •• •••• •• • • •• • • •• • • •• •• • • • • . • 121/2" MAX.O.C. 6" MAX (TYP.) 6" MAX (TYP.)- 17" MAX. O.C. (TYP.) TYP.) i 3" (TYP.) 1--� IIIII I- 3" (TYP.) SE I - 0 I I 1 I I I X III al I 1 I NOTE 2 INSTALLATION ANCHOR (TYP.) • • • • • • • • • • • • • •• Luc bye) • • � M FYP ) •• • •• • •• • e. • • • • •• • • • • • • •• • • l• It. • • • . • • . • 8' MAIL O.C.(TYP.) • • . r '• . • • • •• • • • • •. • • • • • • • • •• 0 X a' I I ANCHOR LAYOUT - (FIN) EE NOTE 2 INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. 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), FMA/WDMA 250(BOX WINDOWS), FMNAAMA/WDMA 300(EXTERIOR DOORS) Clll [,j WINDOW SYSTEMS [ 1' - 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT n 0 0 2 W W 0 } m UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: m O Z REVISIONS 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.: B SCALE: 1:20 SHEET 40F5 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 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 I MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM 1/4" MAX SHIM MIN. EMBEDMENT SEE TABLE 1 05 A VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 • • ••• • • • ••• •• •• • • • •• • • • • •• •• •• •• • • • •• • • • •••• •• • •• • • •• •• • •• •• • • 1/4" MAX SHIM • • • • • • ••• INSTALLATION ANCHOR SEE TABLE 1 • • • • SUBSTRATE BCY� OTHERS Yr`=ABLE L • • • • • • • • •1 • • • • • • • • MIfT. EDGE DIST.• SEE TABLE 1 • • •• • • • •• • • • • •• • • • • •• • • • • • • • • • • • •• TABLE 1: APPROVED INSTALLATION c1 rocZRAW FASTENERS IST. FRAME PE TY 7 1INI TPt FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" FLANGE 1 PCP MIN) 9H R" ITW TAPC41N 1^ 2- (417 FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 3/16" TAPCON OR ELCC O 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 HILT! KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRLLING SCREW FULL THREAD THRU 0.125" 7/16" FIN '2XMIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 1/2" PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1 1/4" MAX SHIM O5 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION pO5 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. 1/11 WINDOW SYSTEMS [ r 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT LO 0 0 F 2 W W } UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: O Z 1n Z 0 W cc -4 : No 58201 "<1) :". r. * ; ,k :9: STATE OF 1. ......NA� ��.. ,00 7Z 4/11/2015 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.: B SCALE: 1:2 SHEET 5 OF 5 PRODUCT APPROVAL NUMBER: FL #16177.1 ••••• • • • •• • ...• • •••• • OPENING IDENTIFICATIONS: 7. SH • • •• • • ... •• •• •• • • • • • • • • • ▪ • 8/11/2016 Florida Building Code Online PLOP A OiPAPTMCNT OF Business Professional ;•g. Florida ant l r 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 Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL16177-R1 Revision 2014 Approved Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the 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 riell Validation Checklist - Hardcopy Received Certificate of Independence FL16177 R1 COI EvalReo CWS-812B (SH-8100, IMP. NoSillAnchl.odf Referenced Standard and Year (of Standard) Standard Year AAMA/ W DMA/CSA/ 101/I. S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBIPjuPdYuGeM3yYul882%2bJrew%3d%3d 1/2 8/11/2016 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/14/2015 04/21/2015 04/25/2015 06/22/2015 FL # Model, Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: SH-8100 PVC Impact, no sill anchors required. Safety glazing required on outer lite above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL16177 R1 II CWS-812B (SH-8100, IMP, NOSiIIAnch).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16177 R1 AE DuPont PVB NOA 13-0129 27.odf FL16177 R1 AE EvalReo CWS-812B (SH-8100. IMP, NoSillAnch).odf FL16177 R1 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes Back Next • • • • • • • • •••• • • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-46-4$,2a • • • • • • • • • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: A•c•ssibili StatementtSItcfund Staten eflt• • • • • Under Florida law, email addresses are public records. If you do not want your a -mall address released in response tE 1 1!illt-records request* do not send:441E4c: mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please wr 850.467.13 5. •P4suant to Section • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide theoDepartmmnt with a is i•lb eldress if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public•ecord. If yu do not wish to sdppl1t • personal address, please provide the Department with an email address which can be made available to the public. To determine if you ae i Iiiensee undej itigt=r• 455, F.S., please dick here . • • • • • Product Approval Accepts: • • • • • • • • :Creciit;C'ard, Safe Secll ri t v,\l IETR I Cs' 1 { • • • • • • •• • • • • • • • • •• • ••• • • • •• https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwwtDgvyf4ngAXh10y8Q DbmBlPjuPdYuGeM3yYul882%2bJrew%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 812B April 18, 2015 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 5th Edition (2014) 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-812B, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3815-1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201/202/203- 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101/LS.2/A440-08 4) Supplemental Calculations to support CWS-812B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-812B: ••. • • • • • • • •• • • • •••• Limitations of Use: This product: • • May be used in O/X configuration in sizes and with max. glass DLO heights•as shown in CWS- •••. • 812B • 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 out,oatdaite (T•empered required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB•1/8Ann) inlioar 1 to • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. 13-0129.27t • • • • • • . • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.02t • • t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th Ed. (2014) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. twitttttllr,o, o's pREW 4 :• No 58201 +: N� :*: *• i*= � -: :a �'33a: STATE OF ., 1 / ';`es ON A,3.toN 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 Lucas A. Turner 2015-04-18 • • •• • • • • •• 53 1/8" MAX OVERALL FLANGE WIDTH 51 7/8" MAX. UNIT WIDTH 4711/16" GLASS DLO A 63" MAX. OVERALL FLANGE HEIGHT 61 3/4" MAX UNIT HEIGHT • • ••• • • • ••• •• •• •• • •• • •• •• • • •• • •• • •• • •• • • • • • • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED • • TO COMRLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT • • • • • • • ESI!ION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND •• • • • • IS FTEFUR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED • • • IN TM 6 1996 PER THE FBC. ••• • ••• • 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "O/X . •• • • • •• ••• •• • 4' RESICIVRESSURE RATING: • • • • -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. • • • • • • • • •POSIRNE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. B 2613/16" GLASS DLO 30 3/16" MAX SASH HEIGHT X 26 7/8' GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAIL 2 SECTION VIEWS 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 A 45 1/16" GLASS DLO 48 3/8" MAX SASH WIDTH 5. ANCHORAGE: THE 33 1/39' 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 _. Lucas A. Tumer 2015-04-11 15:15-04:00 I(XI//UU(J WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT N m 8 N 0 0 w 0 w w m m UPDATED PER 2014 FBC RECONFIGURED 9/2012 DESCRIPTION: m O Z 1n Z 0 w z� 4/11/2015 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 DWG S. CWS-812 DATE: 06/18/12 REV.: B SCALE: 1:15 SHEET 1 OF 6 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • •• ••• • •• • • • • • • • • • • • ••• • • • • ••• • • • • • • • • •• • • • • •• • • • • ••• •• • • •• • • • • • • • • • • • • • • • • ••• • ••• • •• • • • •• ••. •• • • • . • • • • • • • • • • • • • • 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED OR TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT -1/8" ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE 7/8" OVERALL INSULATED GLASS 1/8' ANNEALED OR TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8' ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE "H" OR SIKAFLEX 552 1/2' GLASS BITE WINDOW SYSTEMS goill�1 � 111► 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT a 0 0 0 w 2 W m } UPDATED PER 2014 FBC RECONFIGURED 9/2012 DESCRIPTION: m O Z Z 0 ro cc ,`,, r'NG E NW ,TG', �� -�i : No 58201 '1s\ *:• t STATE OF so... ,,R\oPG`,. 4/11/2015 LUCAS A. TURNER, P.E. FLPE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: BAT DWG tl: CWS-812 SCALE: 1:1 DATE: 06/18/12 REV.: B SHEET 2 OF 6 INTERIOR SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67-68 • • • • 000 • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • • •• • • •• • • • • •. • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • ff �fERIOR SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. adtgrbill WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT Ln O 0 O N OD O f W m >- m UPDATED PER 2014 FBC RECONFIGURED 9/2012 DESCRIPTION: m O 2 REVISIONS 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: BAT DWG Y: CWS-812 SCALE: 1:2 DATE: 06/18/12 REV.: B SHEET 30F6 PARTS LIST REM PART It DESCRIPTION VENDOR MATERIAL 1 2 H-6031 H-6031 Main Fr., SH, w/Flg., PVC, Head Main Fr., SH, w/Flg., PVC, Sill Mikron Mikron Vinyl Vinyl 3 H-6031 Main Fr., SH, w/Flg., PVC, L. Jb. Mikron Vinyl 4 H-6031 Main Fr., SH, w/Flg., PVC, R. Jb. Mikron Vinyl 6 S-1577 Impact Hook Keymark Alum 8 H-6027 Sash Meet. Rail, PVC Mikron Vinyl 9 H-1497 Reinf. Sash Meet. Rail Keymark Alum 10 H-6028 Sash Bottom Rail, PVC Mikron Vinyl 12 H-6004 Sash Side/Top/Bot. Rail Mikron Vinyl 13 S-1498 Reinf. S.B.R./S.S.R 14 S-6064 Glz. Bd., 7/8" Mikron Vinyl 18 S-6013 Scm. Adapt., w/Nib, PVC, Horiz. Mikron Vinyl 19 S-6014 Scm. Adapt., PVC, Vert. Mikron Vinyl 20 S-6029 Sash Stop / Filler, PVC, Vert. Mikron Vinyl 23 H-1699 Reinforcement, SBR Keymark Alum 24 P-2190 Balance BSI 25 P-3059 Sash Cam, PVC BSI Plastic 26 P-3046 Take Out Clip BSI SS 27 P-3783 Lock, Impact, PVC Interlock 28 P-4069 Keeper, Impact, PVC Interlock Zamac 30 P-3215 Weep 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 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 39 P-4051W #8 x 1.250 Ph FH TEK, Wht. Hub City Steel 40 P-4264W #8 x 3/4 FH PH w/#6 Head, TEK, Wht. Hub City Steel 44 P-3342 - Seam Sealer, SM-5504 Schnee 45 P-3752 Cap Plug, 1/2" Hole M&M Nylon 47 P-3438 Sikatlex 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. (NFRC/DP) 52 P-3613 CWS Lbl. (logo) Pro Label 53 Sash SEE SHEET2 GLASS 54 Fixed SEE SHEET 2 GLASS 56 P-3281 Spacer Duraseal 62 P-3218 Screen Frame, Horiz. Allmetal Alum 63 P-3218 Screen Frame, Vert. Allmetal Alum 64 P-3321 Screen Frame Corner Key Allmetal Plastic 65 66 67 P-3581 P-3228 P-3029 Screen Cloth, 18 x 16 Fiberglass Screen Spline, .155 Dia., Blk. Screen Pull Tab Betterwe Dapa Summit Fiberglass Vinyl Alum 68 P-3033 Screen Spring, SS FI. Screen SS 70 P-3113 Screw Support for PVC T. Plastics Nylon 71 H-1836 Alum. Fixed Rail Keymark Alum 72 S-6063 Coder, Fixed Rail Mikron Vinyl 73 S-1112 Reinforcement, Impact Hook Keymark Alum 74 P-3541 #8 x 1/2", Pan Head, TEK Fastenal Steel LINE ITEMS NOT USED: 5, 7, 11, 15-17, 21-22, 29, 31, 33-36, 41-43, 46, 49-50, 55, 57-61, 69 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• •• • • • • • • •• •• • • • • • • PVC FRAME FLAi1GG60111 • • • • PyC SASH BTM. RAIL-6028 • • OOOOOO • •• • • • • • ••• •• ••• • • • • • • 1 5/8" •• • • • •• • • • • 1/16" REINF., IMPACT HOOK - 1112 PVC SASH STOP - 6025 3/4" 3/16" 1/16" REINF. S.B.R./S.S.R. - 1498 0 3/16" 1 5/16" 7/8" IMPACT HOOK S-1577 1/16" 1/2' 1 3/16" PVC SASH SIDE RAIL - 6004 1 1/8' 1 —>— 1/16" PVC SCREEN CATCH - 6013 PVC SASH TOP RAIL-6027 FIXED RAIL - 1836 9/16" 1 5/16" 045" PVC FIXED RAIL COVER - 6063 5/8" ---0 REINF. BTM RAIL-1699 REINF. TOP RAIL-1497 oI 0 5" 1 1/2" 3/16" FRAME CORNER CONSTRUCTION WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC CORNER WELD (ALL SIDES) 1:8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8100 PVC SINGLE HUNG IMPACT Lc) l7 v 0 N CO 0 w w m m 5/16" PVC SCREEN SUPPORT - 6014 1/4" F� 7/8" PVC GLAZING NG BEAD-6064 I O SCREW SUPPORT-3113 UPDATED PER 2014 FBC RECONFIGURED 9/2012 DESCRIPTION: m O Z REVISIONS z- 4/11/2015 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: BAT DWG 6: CWS-812 - SCALE: — 1:2 DATE: 06/18/12 REV.: B SHEET 4 OF 6 • • ••• • • • ••• •• •• . • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• ••.• •• • •• • • •• •• . •• •• • • 6" MAX (TYP.) 6" MAX (TYP.) 10 /2" MAX O.C. (TYP.) 4" (TYP.) •r• ••• •1: 1T•MAt. O.C.c .) ••S • N j • • • i • •1 • • • `C :— : . ; • or • • / • •• • • • • • • • . •• • • • •• • • • •• • • • •� • • • • • ......... . • • • • • •• • • • • • • • • • • •• • • • • • ••• •• X 4 SEE NOTE 2 INSTALLATION ANCHOR (TYP.) MTO RAIL 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 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: FMNAAMA 100(FIN WINDOWS), FMA)AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT O 8 N o O W 2 W m UPDATED PER 2014 FBC RECONFIGURED 9/2012 DESCRIPTION: m O z REVISIONS �S`ttt PNO W T •'. :" No 58201 ".1 SI *1 * : it = :9I. Q STATE OF 1.4/ 4/11/2015 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: BAT DATE: 06/18/12 DWG*: CWS-812 REV.: B SCALE: 1:15 SHEET 5 OF 6 • • ••• • • • ••• •• •• • • • • •• •• • • • • • •• •• •• • • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 I MIN. EMBEDMENT SEE TABLE 1 1/4" MAX SHIM • • • • • • • • • • • • • • • • •• • • • • •• • ••• • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • •• CONTINUOUS DOUBLE 3/16" BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. 1/4" MAX SHIM cp6A VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. EE TABLE 1 • • • • • • • • • • • • • • • •• TABLE 1: APPROVED INSTALLATION FASTENERS SU�SI66TG-FMPE ANCHOR TYPE ST. CONCRETE (2.0 KSI MIN.) 3/16" MN TAPCON 1-1/2" 1-1/8" I Fn GMU (117 PCF MIN) CONCRETE (2.85 KSI MIN.) 3/16" ITW TAPCON 1" 2'""'""m".' 3/16" ELCO ULTRACON 1" 1" GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" 2XMIN. SOUTHERN PINE (G=0.55) 3/16" fT1N 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 HILTI KWIK-FLEXOR ffW TEKS SELF -DRILLING 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" MIN. EMBEDMENT SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT OHORIZONTAL SECTION 6 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER 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. agoin WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT 27. 0 0 O W 2 W m } t0 UPDATED PER 2014 FBC RECONFIGURED 9/2012 DESCRIPTION: m O Z REVISIONS ,,,,,PNOREWI,,,, i ��GPG •� �G E N SF•.; piy�i No 58201 �' 1a *: Ir. 6 STATE OF � .n'< p � � 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DRAWN BY: BAT DWG 6: CWS-812 SCALE: 1:2 DATE: 06/18/12 REV.: B SHEET 60F6 PRODUCT APPROVAL NUMB•E•R:::::• FL #9520.1 .. . ... .. . • . . . .... . . . . • . .... . .. ... .. .. .. . OPENING IDENTIFICAT100$4 .. . Between Openings 2/3/4 . • • • • ... . . . •• 8/11/2016 Florida Building Code Online PLORIOA'OQPAPTMG 0 Business Professional Regulation 51or &ACR.1uw�uao', OFFICE OF.T E "SECRETARY DBPR HONE ABOUt:DBPft NPR DIVISIONS .CONTACT DBPR BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Product Approval USER: Public User product Approval Mend > Product or Application Search > Aoolication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL9520-R6 Revision 2014 Approved O Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss 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 ekoss@cws.cc Jay Lathrop • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• •• •• • • • • • • • •� • • • • 1900 SW 44th Ave. • • • • • Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@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 Lucas A. Turner the 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 i Validation Checklist - Hardcopy Received Certificate of Independence FL9520 R6 COI EvalReo CWS-836A (3 in Mull. IMP).odf Referenced Standard and Year (of Standard) Standard Year AAMA 450-06 2006 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=wGEVXQwtDgvIHvmuJRWcZ12gTuypub1N2aqRxz26Lpc%3d 1/2 8/11/2016 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Model, Number or Name 3" Alum. Tube Mullion Method 1 Option D 02/16/2016 02/16/2016 02/17/2016 04/12/2016 Description 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 R6 II CWS-836A (3 in Mull. IMP).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R6 AE EvalReo CWS-836A (3 in Mull, IMP).odf Created by Independent Third Party: Yes 9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Verti64)• applications. (IMPACT) • • : .FiA & Flaggg.. • • Limits of Use Installation Instructions • • • • • • • Approved for use In HVHZ: Yes FL9520 R6 II CWS-8379 44, Liyull. IMP).pdf • Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 • • • • Impact Resistant: Yes Created by Independent at i ra i'arty: Yes• • • • • Design Pressure: N/A Evaluation Reports • • • • • Other: Large Missile Impact; See Installation Instructions FL9520 R6 AE EvalRep fW6•S3.7A (4 in 4iull.IMP).Ddf••••• and Evaluation Report for complete list of Limitations and Created by Independent zip% orty: Yes..•.• Conditions of Use. • • • • • • • 9520.3 5 1/2" Alum. Tube Mullion 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. 5 1/2" Alum. Tube Mullion, Horizontal &+Jeirtiaef, Fin & Flange applications. (IMPACT) ; . • • • • • •• ••• • • 4 Installation Instructions • • FL9520 R6 II CWS-838A (5.5 in Mull, IMP).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R6 AE EvalReo CWS-838A (5.5 in Mull. IMP).Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blalr Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Credit�Car'ri Safe, securitvMETRIC ' https://www.floridabui Idi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvlHvmuJ RW cZI2gTuypubl N2agRxz26Lpc%3d 2/2 iTURNER 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 836A April 27, 2015 Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5th Edition (2014) 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-836A, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3833-1, -1A, -2, -2A, -3, and -3A, from National CertifiFtl •• Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Feirara, P.E. • • a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02t0405, ASTM•E• 1996-04/06/09, and AAMA 450-06 • 4) Supplemental Calcs. to support CWS-836A, signed and sealed by Lutis.Q: Turdef,•PE Installation: Units Limitations of Use: • Maybe used .. . . . must be installed according to approval document CWS'838A. •• • • . . • • This product: • up to the sizes and design pressures as shown in CWS-836A,•usingetips:as shown in CWS-836A • 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 financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. N►tn1u1r fi0.4001111114. ��DR I W �r�ri, No 58201 :4� t * = 4/27/2015 itrE 9 '1.. STATE OP • Q ` i~ Mrs *4 Q n �4, 'ON Ati E°• • Lucas A. Turner, P.E. FL PE #58201 • • • • • • • • Lucas A. Turner 2015-04-27 21:00-04:00 • ANCHOR CLIP • • •• . • • • •• • • ••• • • • ••• • • •• • •• •• • • •• •• •• • • • •• • ••• •• • • ••-. .• • • • • • • • • • • • GENERAL NOTES: 3" PVC MULL BAR - LARGE MISSILE IMPACT SHOWN w/DIFFERENT OPTIONS • • • • • • • • • •• T O � 0 O C O O 1 O I 1' x 4 - X 11 1 X 4 r x, _1 eee 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 9 ANCHOR CLIP EXAMPLE HORIZ/.VERT. MULLION FOR SECTION VIEW ONLY •• • • • • • 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH • •THEFIRGIRIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH • • • •VELOCI?Y HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL • • • • •D IMVICT USE AS DEFINED IN ASTM E 1996 PER THE FBC. • • • QiOONAIGURATIONS (SEE SHEETS 2-3): VERTICAL OR HORIZONTAL. 3. SEE MULLION CHARTS FOR MAX. DESIGN PRESSURES AND LENGTH. (REFER TO SHEETS 2-3) •. • • • • • • • • 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE • • • DE%I N OF THIS PRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD • DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. •• • • • • • ••• •• 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. ANCHOR CLIP 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. ANCHOR CLIP ANCHOR CLIP EXAMPLE VERTICAL MULLION FOR PVC WINDOWS FOR SECTION VIEWS ONLY Lucas A. Turner 2015-04-27 21:00-04:00 c_I,I ret,. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 3" PVC MULL BAR IMPACT u, N H 2 W m UPDATED PER 2014 FBC DESCRIPTION: C1 Z ,`.�yPp `NREtN'TG• zi"v No 58201 9. * * :*= ..90; STATE OF /' • .,.cS,44/ SfONA' 04%, 0% 4/27/2015 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: 09/27/12 REV.: DWG it: CWS-836 A SCALE SHEET 1:25 1 OF 10 • . ... • . . ... .. .. • • .• . .. •. . • • . . •. •• •. •. • . . •. • . •. •... • . . . . • . Design Pressure Chart (PSF) for NON -INTERSECTED Impact PVC 3' Mullion H-1758, with 1522 clips using four (4) *1060rows/ntOW01OD or IMET+RL Or 3/16" ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK equire 1/4' ELCO ULTRACONS. OPENING SIZE (In.) 39 45 51 57 63 69 75 3/8 81 • 8a c 0 C z z W J -J 2 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0; ; 93• . 8a.a •99 147 3/8+ 'km • • 114 120 126 132 138 145 3/8 • 80.0 80.0 80.0 80.0 80.0 80.0 42 3/4 531/88 ' Sr 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0: 80.0 • 80.0 80.0 80.e; 88.6 80.0 80.0 80.: 80.111. 80.0 80.0 8t110 40.0 80.0 80.0 •I0 • 80.0, 80 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 80.0 80.0 80.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 80.0 65.0 65.0 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 •76.9• •76.6 •64.8• .•72.51'• 65.0 65.0 65 68 72 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 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 „▪ 05.0;• 65.0 • 61.7• 6g.o; • 610 : • 54.4 ;6%%0; •6•0. • •5fi9• 6T.q 63.5 : II•53>,7. 65.0 DP CHART IS FOR: NON -INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END): 1522 CLIPS D or METAL - (4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD "'"F1"CQSILTRACONS INTO HOLLOW or GROUT -FILLED BL Design Pressure Chart (PSF) for NON -INTERSECTED Impact PVC 3" Mullion 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. OPENING SIZE (in.) 39 45 51 57 63 69 75 3/8 81 87 93 99 107 3/8 114 120 126 132 138 145 3/8 MULL LENGTH (in.) 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 42 3/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 3/4 80.0 80.0 80.0 80.0 80.0 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 53 1/8 80.0 80.0 80.0 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 65.0 57 80.0 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 65.0 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 w -1 J TRIPLE VERTICAL MULLION r~ OPENING SIZE-.1 -.1 OPENINGSIZE- T- 0 Z J 7 TRANSOM OVER TWIN VERTICAL MULLION TRANSOM OVER TRIPLE VERTICAL MULLION r 0 Z w LII II OPENING SIZE --- 4 -1 OPENING SIZE r N 0 a 0 L TWIN HORIZONTAL MULLION Imo-- MULL LENGTH CO w a. 0 0- T F�-- 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. TRIPLE HORIZONTAL MULLION TWIN/TRIPLE HORIZONTAL MULLION OPENING SIZE L MULL LENGTH I Cuaggom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.Cws.CC 3" PVC MULL BAR IMPACT m v 0 0 w 0 w co m UPDATED PER 2014 FBC DESCRIPTION: O z REVISIONS 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: DP CHARTS NON -INTERSECTED MULLS DRAWN BY: DATE: ADE 09/27/12 DWG #: REV.: CWS-836 A SCALE: SHEET 1:1 2 OF 10 • • ••• • • • • • • •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •. • • • •. •••• •• . • • Design Pressure Chart (PSF) for INTERSECTED Impact PVC 3" Mullion H-1758, with 1522 clips using four () #10 drew• iRtoYV00Dor METAL o.016" ITW Tapcons into SOLID CONCRETE or WOOD, or 1776 clips with six (6) #10 Screws into WOOD or METAL or 3/16" ITW Tapcons 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 OPENING SIZE (in.) 39 50.0 50.0 50.0 45 50.0 50.0 50.0 51 50.0 50.0 50.0 57 50.0 50.0 50.0 63 50.0 50.0 50.0 69 50.0 50.0 50.0 75 3/8 50.0 50.0 50.0 81 • 50.0 • 50.0 : 50.0 • 87 • 650.6 .0.� • 50.0• 93 ! 99_ 11_0l3/8 60.0 • 540 500 50.0: .:o.Q 5c o 50.0•• 500 'CPO ••!14 • 50.0 : 50.0 • 50.0 120 50.0 50.0 50.0 126 50.0 50.0 50.0 132 50.0 50.0 50.0 138 50.0 50.0 50.0 145 3/8 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 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 68 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.41 1 .5c.0 60.0• 60.0 ••S0.0 • .io•a : to•d •.5o.d. • 50.0 50.0 49.4 47.3 49.8 47.6 72 75.375 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 50.1 • :0.0 . Dag 45.4 450.0 .46.8 • 44.0 I .40.0 • 44.0 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 i L OPENING SIZE TWIN/TRIPLE VERTICAL MULLION HORIZONTAL MULLION 0 O �II I Fes- MULL LENGTH SINGLE TWIN OR TRIPLE UNITS BELOW 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. aesgovg WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cWS.cc 3" PVC MULL BAR IMPACT N 0 w O w } m UPDATED PER 2014 FBC DESCRIPTION: O 2 REVISIONS 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: DP CHART INTERSECTED MULLS DRAWN BY: ADE DATE: 09/27/12 DWG #: CWS-836 REV.: A SCALE: 1:1 SHEET _ 3 OF 10 ITEM PART # DESCRIPTION H-1758 1 3/8" x 3" MULLION TUBE 2 #10 OR #12 HEX WASHER HEAD TEK SCREW "(see note below) 3 #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 MULLION INTERIOR COVER S-6018 3" MULLBAR H-1758 1/2" 1 1/4" L----1 /16" FLANGE ADAPTER S-1896 11/16' 1/2" li TOP VIEW 2 1/16" 1 3/16- I J—' MULLION CUP S 1897 1/16" DRIP CAP S-1895 SCORE, BEND AND BREAK TO REMOVE FIN FOR FRAME ATTACHEMENT TO MULL BAR TYP. FIN FRAME 1/8" DETAIL A 3:1 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 9/32" • • 4 • • • • • •! • • • • •• • • • • • • • • • •• •• • • • • • • • • • • • • • !J • r • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • ••• • •• • • • •• ••• •• • • • • • • • •• • • • • • • • • •• - 1 7/16" f 1 7/16" --{ FRAME TYPE OPENING 'T' MULLBAR CLIP (F-1522-XXX) "L" MULLBAR CLIP (F-1767-XXX) FLANGE FIN NEW RETRO NEW F-1522 1-3___ F-1767-001 F-1522-006 F-1522 13 F-1767-001 F-1767-004(L&R) RETRO F-1522-013 F-1767-004(L&R) Cuolom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC BOX NEW NOT RECOMMENDED F-1767-001 RETRO F-1522-006 F-1767-001 9/32' i} 1 13/16" 0 1/4" (TYP) �1 3/16 27/16" 11 15/16"1 } 1 13/16' 4 1/8" 1 ■ ►-1 3/4' 1 3/8 --i 2 1/4" 1/8' 4 7/8 F- 1522 - 013 NEW CONSTRUCTION / FIN INSTALLATION } 5/8" 2 3/16" 1/8" 4 7/8" F-1522-006 RETRO / FLANGE CLIP 3" PVC MULL BAR IMPACT w v 0 >- 07 UPDATED PER 2014 FBC 4/27/2015 DESCRIPTION: O Z REVISIONS 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 8: CWS-836 DATE: 09/27/12 REV.: A SCALE: 1:2 SHEET 4 OF 10 3/8" 1 5/8" 1/2' 2 3/4" "L" ANGLE 3" MULL CLIP, FIN (LEFT) F 1767-004L 'OUTSIDE' • • ••• • • • ••• • •• • • •• • •• • •• • •• • . • • • •• • • • •• •••• •• • • • Y •--0-0 • • • • • • • ••• • • • • ••• • • • • • • • • •• • • • • • • •• • • • • • • • • • • •• ••• • • • ••• •• • • • • • • • • ••• • •• • • • •• ••• ••, • • • • .• •• • • • • • ••• •• "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) Cualm 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 Fes— 2 3/4" 2 1/4" 1 5/8" 3/8" (2X) fl 2 3/4"1 1/2" 7/16" THRU (TYP) 2 7/16" — 1/4' THRU (TYP) 'OUTSIDE' 3" 1/8"-1 6 7/8" "L" ANGLE 3' STANDARD MULL CUP - F-1767-001 3" PVC MULL BAR IMPACT N 0 W O Y CO UPDATED PER 2014 FBC DESCRIPTION: ,•� PNpREby � i,� `,�.GQ,�.��GENSF,•;'Aye. t No 58201 '. C*: * :*: VP'. STATE OF :mow z. 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: EXTRUSIONS DRAWN BY: ADE DATE: 09/27/12 DWG M: CWS-836 REV.: A SCALE: 1:2 SHEET 5 OF 10 SEAL BEHIND FLANGE PRIOR TO ATTACHING TO MULLION HORIZONTAL MULL BAR SECTION FLANGE FRAME WINDOW • •• •• • • • • • • • • • • • • • • SEAL BEHIND FLANGE PRIOR TO ATTACHING TO MULUON FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL • • • • • • • # • •• •• • • • •• • • • • ••• • • •• • • • • • • • • • • i••• •• • • •• • • • • • • • • • • • • • • • • •• • ••'• • • •• ••• • • • • • • • •• • • • I• • I 6 • ••• m O6 HORIZONTAL MULL BAR SECTION FIN FRAME WINDOW •• • APPLY SEALANT ALONG FULL • LENGTH OF WINDOW FRAME pROOVE PRIOR TO ATTACHING • • COVER OBAA VERTICAL/HORIZONTAL MULL BAR SECTION BOX FRAME WINDOW SEAL BEHIND FLANGE — PRIOR TO ATTACHING TO MULLION (SEE DETAIL B) B \VERTICAL MULL BAR SECTION JFLANGE FRAME WINDOW FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL SEAL BEHIND FLANGE PRIOR TO ATTACHING TO MULLION 10 (SEE DETAIL B) OVERTICAL MULL BAR SECTION 6 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 V- (9[1•ggym WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT 0 w Q O } co UPDATED PER 2014 FBC DESCRIPTION: O z co Z 0 N cc LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS MULLS DRAWN BY: I DATE: ADE 09/27/12 DWG#: REV.: CWS-836 A SCALE: 1;2 SHEET 6_.OF10 • • ••• • • • • • • •• •• • • •• • •• •• • • •• • •• • • • • • • • • • • • • SEE NOTE 1 O A • • • • - - - • • • • • • • • • • • • 1e 1 • • • • • • • • O • • • • •• •Q 1 ••• •• • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • inr — LJ J TOP VIEW FIN FRAME 5" MULLBAR (H-1760) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) SEE NOTE 1 ,1/16" MAX. EDGE DISTANCE 19 SEE NOTES 1 & 2 (1 EAJCUP) SEE NOTE 4 U C \ 5" HORIZ. TO 3" VERT. MULLBAR SECTION 7 J 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) 4" HORIZ. TO 3" VERT. MULLBAR SECTION TTGE FRAME WINOOW SEE NOTE 1 SECTION VIEW A -A SEE NOTE 4 11/16" MAX EDGE DISTANCE SEE NOTES 1 & 2 (1 EA./CLIP) C73" 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 WV CUP 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 (Le., 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 — Cuastom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT 8 O } m UPDATED PER 2014 FBC DESCRIPTION: O Z REVISIONS z� 4/27/2015 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS MULL INTERSECTIONS DRAWN BY: ADE DATE: 09/27/12 DWG#: CWS-836 REV.: A SCALE: 1:2 SHEET 7-OF10 rI N CO z a O i NOTES: TWIN VERTICAL MULLION x Imo— OPENING SIZE TWIN HORIZONTAL MULLION I+— MULL LENGTH --I TRIPLE VERTICAL MULLION OPENING SIZE -- TRIPLE HORIZONTAL MULUON T— L OPENING w SIZE N z z w Or 1 l— MULL LENGTH Z J 2 • • ••• • • • ••• •• •• •• • •• • •• •• •• • • • • • •• •• •• • • • •• • •• •• ••• • •• • • ▪ • • • • • ▪ • ••• • • • • ••• TRANSOM OVER TWIN TRANSOM OVER TRIPLE • VERTICAL MULLION • •JER1t0:3Wt MULLION • • • •W • • • • • • •• • I • • • • • • • • • • • ••• • •• • • • 4• •• I• • 1- 0 I • J •• • • al • • • •L _• • • ••• • • • •_ • •I •• 1 1 �-- OPENING SIZE -�-I TWIN/TRIPLE HORIZONTAL MULLION MULL LENGTH 1- J L OPENING SIZE k� TWIN/TRIPLE VERTICAL MULLION 1-•— 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 0 z z O 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), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) CuaIollg WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT N 0 w 0 } m UPDATED PER 2014 FBC DESCRIPTION: O Z REVISIONS LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: CONFIGURATIONS AND ANCHORAGE NOTES DRAWN BY: ADE DWG N: CWS-836 DATE: 09/27/12 REV.: A 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 D 1 VERTICAL SECTION • . • •• . .• • • • • • • • • • • • • ••• • • •• •• • • •• •• • • • •• ••• •• • • •• . • • • • • • • • • • • • ••• • • • • ••• • • • • •• • • •• • • • • • • • • •1 • • • • • • • • • • • • • • •• ••• • ••• • • • • • •• ••• •• • • • • • • • •• • • • • • ••• •• • r "L" ANGLE MULL. BAR CLIP TWO RED PER EACH END OF MULL MULL BAR MULL BAR INSTALLATION ANCHOR SEE TABLE 1 ADD STRUCTURAL ELEMENTS AS REQ'D TO MAKE LEVEL FOR MULL BAR MIN. EMBEDMENT SEE TABLE 1 9 TYPICAL FLANGE (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATIO PE ANCHOR TYPE MIN. EMBEDMENT CONCRETE (2.0 KSI MIN.) 3/16" fTW TAPCON 1" Ni•SI MIN.) 3/16" ELCO ULTRACON 1-3/4" HOLLOW or GROUT -FILLED CMU ( ' -•'1 . E LZ UrrHALow 1-1/4" 2-1/2" 2X MIN. SOUTHERN PINE (G=0.55) 3/16" I11N TAPCON OR ELCO ULTRACON 1 3/8" 7/8" 2X MIN. 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 HILTI KW IK-FLEXOR fTW TEKS SELF -DRILLING 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" SEALANT ALONG OUTSIDE EXPOSED EDGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 9 O VERTICAL SECTION INSTALLATION ANCHOR SEE TABLE 1 ADD STRUCTURAL ELEMENTS AS REO'D 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. _ Cuagom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.cc 3" PVC MULL BAR IMPACT 0 w Q w >- UPDATED PER 2014 FBC DESCRIPTION: O Z REVISIONS ,,,,1,•PNORE W'TG,i z.. No 58201 •13 11 *; * iit :13' STATE OF •"LtsC 4/27/2015 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS FLANGE DRAWN BY: ADE DWG 4: CWS-836 DATE: 09/27/12 REV.: A 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 INSTALLATION ANCHOR SEE TABLE 1, SHT 9 F VERTICAL SECTION 10 TYPICAL FIN (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION • • ••• • • • • ••• • • • • • ••• • • • • •• • • •• • • • • • • • • •• • • • • • • • • • • • • • • •• ••• • ••• • MIN. EMBEDMENT SEE TABLE 1, SHT 9 MIN. EDGE DIST. SEE TABLE 1, SHT 9 • •• • • • •• ••• • • • • • • •• • • • • • ••• •• 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 • • 1" 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. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 3" PVC MULL BAR IMPACT 0 w 4 W } 07 UPDATED PER 2014 FBC DESCRIPTION: O 2 Z 0 W CC z- 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS FIN DRAWN BY: ADE DATE: 09/27/12 DWG#: CWS-836 REV.: A SCALE: 1:2 -SHEET 10 OF 10