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WS-10-20-2278, 1361 NE 104th StMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 1361 NE 104TH ST, Miami Shores, FL 33138 1122320320020 :ontacts GREGORY PALMER Owner FLORIDA HOME IMPROVEMENT Contractor WAYNE THOMAS BURNETT Other: 3052207663 3850 SW 30 AVE, HOLLYWOOD, FL 33312 Business: 9547924415 Description: REPLACE 14 WINDOWS AND 1 DOOR WITH Valuation: $ 38,000.00 Inspection Requests: 305-762-4I.9 IMPACT,SIZE FOR SIZE. I TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $22.80 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $7.60 Scanning Fee $9.00 Technology Fee $6.25 Windows/Shutters Fee $200.00 Total: $301.90 Payments Date Paid Amt Paid Total Fees $301.90 Credit Card 10/22/2020 $251.90 Credit Card 10/07/2020 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree tp perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility foc all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date October 22, 2020 Page 2 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 1361 NE 104TH ST, Miami Shores, FL 33138 1122320320020 -ontacts GREGORY PALMER Owner FLORIDA HOME IMPROVEMENT Contractor WAYNE THOMAS BURNETT Other: 3052207663 3850 SW 30 AVE, HOLLYWOOD, FL 33312 Business: 9547924415 € Inspection Requests: Description: REPLACE 14 WINDOWS AND 1 DOOR WITH Valuation: $ 38,000.00 IMPACT,SIZE FOR SIZE. I3C!§rt "4� 7 TotalSq Feet: 0.00 6� >d tN Fees Amount Application Fee - Other $50.00 CCF $22.80 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $7.60 Scanning Fee $9.00 Technology Fee $6.25 Windows/Shutters Fee $200.00 Tota I : $301.90 Payments Date Paid Amt Paid Total Fees $301.90 Credit Card 10/22/2020 $251.90 Credit Card 10/07/2020 $50.00 Amount Due: $0.00 Applicant Copy For Inspections, Call (305) 762-4949 or Log on at https://bidg.miamishoresvillage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In.addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. October 22, 2020 Page 1 of 2 If RECEIVED Miami Shares Village oc G20 Building Department 13y 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax.- (305) 756-8972 U INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201—:V BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No 70BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ®RENEWAL ❑PLUMBING ❑ MECHANICAL ®PUBLIC WORKS 0 CHANGE OF M CANCELLATION ❑ SHOP NN CONTRACTOR DRAWINGS JOB ADDRESS: IN 51 City: Miami Shores County: Miami Dade Zia: 33138 II-)a31.-031.-0Q)0 the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): GreCy �Im e� Phone#: Address. 130 NE toy S T City: ('�rGr« %D(ON State: GL Zip: 31176 Tenant/Lessee Name: N/A Phone#: N/A Email: N/A ✓ CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT` �� Phone#: 954-7924415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration #: CGC061890 Certificate of Competency #: DESIGNER: Architect/Engineer: N/A Phone#: N/A Address: N/A City: N/A State: N/A zip: N/A Value of Work for this Permit: $ 36, 000 •00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ® Demolition Description of Work: REPLACE COD( w j; k 1 r''Ifaci f l Z2 -b r Specify color of color thru tile: Submittal Fee $ i 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 $ (nevised02/24/2014) / Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A city NIA State N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address NIA City N/A State N/A Zip NIA 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 first70;W;NERo hseven (7) days after the building permit is Issued. In the absence of such posted notice, the inspection wreinspection fee will be charged. Signature Signatu r GENT CONTRACTOR The foregoing instrument was a knowledged before me this The foregoing instrument was acknowledged before me this .Lc= day of 20 "-0 , by day of ®t I 20 Z6 by Its �D� N` i�erson�alfyknown who is !n n to me or who has produced as me or who has produced as identification and who did take a oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: ! Sign: Print: I G095745 Print: -{ �'� ;� ' - MMISSION #;20 Seal: ,, t°:� . ASDIE R. CASTILLO %1,�;R� EXPIRES April _ Seal: MyCOMM SION # GG 07, 00 �= F�PtRE :Mardi 6, 2 1 --A ThrU N ry Public umVrwiters s**'►***** ss *s*s*#ssssss*ssssssssssss*ss*s****#s****#*#****#ssssss#ssss*s*ss****# 7 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) if Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel. (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for. Windows, Doors, Sky_li_ghts 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, shuns, 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: Qualifier/Owner Signature Date 41.4tt291-1 P� (w, e-oe— Print Name Page 1 of 9 FHIA, LLC License No. CGC 061890 / Q844818 3044 SW 42nd St. Ft. Lauderdale, FL 33312 �� ti FLORIDA HOME ry IMPROVEMENT �/ ASSOCIATES Home Improvement Contract Broward: 954-792-4415 Miami Dade: 305-545-4469 Fax:954-792-2170 Web: www.fhiaremodeling.com Email: info@fhiaremodeling.com Greg Palmer / 1136117 305-984-2529 Date: 09/24/2020 1361 NE 104TH STREET gregrpalmer@ymail.com Rep: Tad Daly MIAMI SHORES FL 33138 305-984-2529 Gregrpalmer@ymail.com This Contract is made and entered into this date of 09/24/2020 by and between FHIA LLC, a Delaware Corporation known as ("Contractor" or "FHIA, LLC"), and Owner(s) named above of the property located at the address listed above known as ("Owner"). The Contractor agrees to perform the work described below at the property listed above: 1) Remove existing units to be replaced (Note: Removed items likely to be damaged.) .... 2) Prepare opgpLng as pecAssary to receive replacement units. ...... . . 3� Total nunabbl; ctf windbwsbeing installed 14 ...... . .. . . 4)'T* al numbQr of doorG:IDAg installed 1 5}*NOf to�op corrjjL*qIj*e,d: No Interior or exterior painting. %.If,-Aplicabl&'t:emove tlfe following shutter panels, and/or security bars. (specify) 796.3peCial IrLsMtIC$ions' • • • • • 84.6ll.aanup job dabris 1rad peovide necessary permits and insurance. If applicable, in the event that Contractor is unable for"WAtever reason to obtain proper permits prior to commencement of any work, Contractor shall refund any previous payment and this transaction shall be automatically cancelled. 9) Additional Work: (No finish work other than normal installation is to be done unless noted below) Greg Palmer / 1136117(Customer's Initials) Homeowner's Association NO Total Contract Price (including all discounts) $38,000 Warranty: Contractor will provide provide warranty information to Owner within 30 days after completion and final payment. Schedule: Contractor Shall Commence the work 7 days after execution of this Contract (The "Commencement Date) and shall endeavor to complete all work hereunder within 150 days after the commencement date. Miscellaneous: This Contract and the accompanying worksheet contain the entire agreement between the parties. By signing this Contract, Owner agrees and acknowledges that it has received the accompanying worksheet. This Contract may not be changed orally but only by a Change Order or other written amendment signed by both parties. The waiver by any party of a breach of any provisions of this Contract shall not operate or be construed as a waiver of any written amendment or waiver of any subsequent breach by any party. You the buyer, may cancel this Contract at any time prior to midnight on the third business day after the date of this Contract. This space intentionally left blank Window Style Glass Type Location Interior Color Exterior Color Window Style Glass Type Location Interior Color Exterior Color Window Style Glass Type Location Interior Color Exterior Color Window Style Glass Type Location 'Interior Color exterior Soler Window$ty?e ......:1. Glass T.1ppo. ••••• . 'LbcatidA**'* •"" 'InteriorLolox :...•: . exterior Mor Otago. �• 00:090 @•••Andoji 5tyLe Q'Jass Tjpe ' 1/4 1/2 1/4 Location A F A Interior Color Exterior Color Window Style Glass Type 1/4 1/2 1/4 Location A F A Interior Color Exterior Color Picture Window Solar Max with Neat Technology Family Room White White Picture Window Solar Max with Neat Technology Family Room White White Picture Window Solar Max with Neat Technology Family Room White White Picture Window Solar Max with Neat Technology Family Room White White Picture Window Solar Max with Neat Technology Family Room White White 3 Lite Roller Solar Max with Neat Technology Dining Room White White 3 Lite Roller Solar Max with Neat Technology Family Room White White Vlnvl Impact slldlna Glass uoors Window Brand Quantity Insulated Size Window Brand Quantity Insulated Size Window Brand Quantity Insulated Size Window Brand Quantity Insulated Size Window Brand Quantity Insulated Size Window Brand Quantity Insulated Size Window Brand Quantity Insulated Size Page 3 of 9 Custom Window Systems 1 Included 37 X 25 Custom Window Systems 1 Included 37X25 Custom Window Systems 1 Included 37 X 25 Custom Window Systems 1 Included 37 X 25 Custom Window Systems 1 Included 37X25 Custom Window Systems 1 Included 105X37 Custom Window Systems 1 Included 110 X 37 Door Style Energy Storm Saver,9-CCL2 Panel Door Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 Location Family Room Insulated Included Style 8900 Series F ! A Exterior Color White Interior Color Size 72 X 80 Finance Details Amount Financed Estimated Monthly Payment Term Quoted $38,000 $999.70 12 Months FHIA Retail Price Wholesale Club Discount Dollar Discount Total Contract Price (including all discounts) Deposit Balance Due Balance Form of Payment ***All discounts are final. No additional promotions apply*** Page 2 of 9 $43,876 $4,388 $1,488 $381000 0.00 $38,000 Finance Vinyl Impact Windows Window Style Casement Window Window Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 Location Family Room Insulated Included Interior Color White Size 37 X 61 Exterior Color White Window Style Type :•*••V ••••Glass •••Location•••• • •'••Ilterior'Colctr nteridr Qolar %Windo;o9tybe friv �. R...Glass ^••t;catioA•OO ..� • ` ` Interiof l::dr& `t;KteridYtb16r • •.sew • • •:" Nindow Style Glass Type Location Interior Color Y Exterior Color Window Style Glass Type Location Interior Color i Exterior Color Window Style Glass Type Location Interior Color Exterior Color Window Style Glass Type Location Interior Color Exterior Color Casement Window Solar Max with Neat Technology Family Room White White Casement Window Solar Max with Neat Technology Family Room White White Casement Window Solar Max with Neat Technology Family Room White White Picture Window Solar Max with Neat Technology Family Room White White Picture Window Solar Max with Neat Technology Family Room White White Picture Window Solar Max with Neat Technology Family Room White White Window Brand Quantity Insulated Size Window Brand Quantity Insulated Size Window Brand Quantity Insulated Size Window Brand Quantity Insulated Size Window Brand Quantity Insulated Size Window Brand Quantity Insulated Size Custom Window Systems 1 Included 37X61 Custom Window Systems 1 Included 37 X 63 Custom Window Systems 1 Included 37X63 Custom Window Systems 1 Included 37X62 Custom Window Systems 1 Included 37X62 Custom Window Systems 1 Included 37X25 This space intentionaily left blank Property Search Application - Miami -Dade County 'ft � Page 1 of 2 4 r7OFFIIUK Summary Report Property Information Folio: 11-2232-032-0020 Property Address: 1361 NE 104 ST Miami Shores, FL 33138-2661 Owner GREGORY RICHARDS PALMER ERIC SCOTT ZETKA Mailing Address 1361 NE 104 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/1 Floors 2 Living Units 1 Actual Area 3,161 Sq.Ft Living Area 2,509 Sq.Ft Adjusted Area 2,622 Sq.Ft Lot Size 8,925 Sq.Ft Year Built 1955 Assessment Information Year 2020 2019 2018 Land Value $477,544 $477,544 $477,544 Building Value $348,726 $353,314 $270,263 XF Value $11,768 $11,863 $11,863 Market Value 1 $838,038 $842,721 $759,670 Assessed Value 1 $654,223 $639,515 $759,670 Benefits Information Benefit Type 2020 2019 2018 Save Our Homes Assessment $183,815 Cap Reduction Portability Assessment $203,206 Reduction Homestead Exemption 1 $25,000 $25,000 Second Homestead Exemption 1 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 32 52 42 RIVER BAY PARK ADDN PB 40-72 LOT 2 BLK 3 LOT SIZE 75.000 X 119 OR 16799-0275 0595 1 Generated On : 9/29/2020 Taxable Value Information 2020 2019 2018 County Exemption Value $50,000 $50,000 $0 Taxable Value $604,2231 $589,5151 $759,670 School Board Exemption Value $25,000 $25,000 $0 Taxable Value 1 $629,223 $614,515 $759,670 City Exemption Value $50,000 $50,000 $0 Taxable Value 1 $604,223 $589,515 $759,670 Regional Exemption Value 1 $50,000 $50,000 $0 Taxable Value 1 $604,223 $589,515 $759,670 Sales Information Previous OR Book - Price Qualification Description Sale Page 09/17/2018 $1,100,000 31152-0923 Qual by exam of deed 01/20/2016 $930,000 29943-0650 Qual by exam of deed Corrective, tax or QCD; min 03/18/2015 $100 29558-3188 consideration 11/01/2003 1 $566,250 21901-2842 1 Sales which are qualified https://www.miamidade.gov/Apps/PA/property search/ 9/29/2020 a n 5 a a FF= q h • I' GCp - GCp V (mph) 175 1620 F13C fw HVHZ, or Fig. 26.5-1a Risk Category 11 Table 1.5-1, page 2 Exposure C Section 26.7 Kd 0.85 Table 26.64, page 230 KH I Figure 26.8-1. page 252 GCpi 0.18 -0, 18 0.55 pitch ofmof 4/12 Igo degrxs th- 18,4 degrees Specialty Engineering Consultants, InceAvenue, Suite #20 Boynton Beach,FL 334326 FL CA #.009217 wind Pressures based on the mean Wind Velocites in South Florida Dad. Bra..- Palm Beach Risk Cal. 1 165 156 156 1- risk to humansms far, sheds Risk Cal.2 175 170 170 Single Family Road - Risk Cat. 3&4 186 I80 180 Essential Facilities area that is area to be used. Area ofcom cat Arm ofco eat rm Aofean cat Arm ofean cat Areaof cat Area ofcom ncat Area ofoum neat Arm ofcan nrnt Arm ofoom cat Arm of com cat Arm ofcom nent 10.0 sf 15.0 sf 20.0 of 25.0 sf 30.0 sf 35.0 sr 40.0 sf 450 sf 50.0 at 55.0 sf 60.0 sf Mean RoofI-Icight 1 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zane 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zorn: 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 -43.4 -53.6 -42.2 -51.3 -41.8 -50.6 41.4 -49.8 -41.0 -49.0 -40.6 -48.3 402 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 -45.1 -55.7 -43.9 -53.3 43.5 -52.6 43.0 -51.8 -42.6 -51.0 42.2 -50.2 41.8 -49.4 41.3 -48.6 -40.9 47.8 -40.5 -47.0 -40.1 -46.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0. 38.0 37.5 37.5 21 6 -45.3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 -43.6 -51.9 -43.1 -51.0 42.7 -50.2 -42.3 -49.4 -41.8 -48.5 -41.4 -47.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 -48.0 -59.2 -46.6 -56.7 -46.2 -55.8 -45.7 -55.0 -45.3 -54.1 -44.9 -533 -44.4 -52.5 -43.9 -51.6 -43.5 -50.8 -43.0 -49.9 -42.6 -49.1 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 1 -60.7 -47.8 -58.1 -47.3 -57.2 1 -46.9 -56.4 -46.4 1 -55.5 1 -45.9 -54.6 -45.5 -53.8 -45.0 -52.9 -44.6 -52.0 -44.1 1 -51.2 -43.6 -503 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 30 -50.3 -62.1 -48.9 -59.4 -48.4 -58.5 -47.9 1 -57.6 -47.4 -56.8 -47.0 -55.9 -46.5 -55.0 -46.0 -54.1 -45.6 -53.2 -45.1 -52.3 -44.6 -51.4 47.3 47.3 45.8 45.8 45.3 45.3 44.8 44.8 44.3 44.3 43.8 43.8 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 33 -51.3 -63.3 -49.8 -60.6 1 -49.4 -59.7 -48.9 -58.8 -48.4 -57.9 -47.9 -57.0 -47.4 -56.1 -47.0 -55.2 -46.5 -54.3 -46.0 -53.4 -45.5 -52.5 48.2 48.2 46.6 46.6 46.1 46.1 45.6 45.6 45.1 45.1 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.5 42.5 42.0 42.0 36 -52.2 -64.5 -50.8 -61.7 -50.3 -60.8 49.8 -59.9 -49.3 -59.0 -48.8 -58.1 -48.3 1 -57.1 .47.8 -56.2 -47.3 -55.3 -46.9 -54.4 -46.4 -53.5 49.0 49.0 47.4 47.4 46.9 46.9 46.4 46.4 45.9 45.9 45.3 45.3 44.8 1 44.8 44.3 44.3 43.8 43.8 43.3 43.3 42.7 42.7 39 -53.1 -65.6 -51.6 -62.8 -51.1 -61.8 -50.6 -60.9 -50.1 1 -60.0 49.6 -59.0 -49.1 -58.1 -48.6 -57.2 1 -48.1 -56.2 -47.6 -55.3 -47.1 -54.4 49.7 49.7 48.2 48.2 47.6 47.6 47.1 47.1 46.6 1 46.6 46.1 46.1 45.5 45.5 45.0 45.0 44.5 44.5 43.9 43.9 43.4 43.4 42 -54.0 -66.6 -52.4 -63.8 -51.9 -62.8 -51.4 -61.9 -50.9 -60.9 1 -50.4 -60.0 -49.9 -59.0 1 49.4 -58.1 48.9 -57.1 -48.4 -56.2 47.9 -55.2 50.5 50.5 48.9 48.9 48.3 48.3 47.8 47.8 47.3 47.3 46.7 46.7 46.2 46.2 1 45.7 45.7 45.1 45.1 44.6 44.6 44.1 44.1 45 -54.8 -67.6 -53.2 -64.7 -52.7 -63.7 -52.2 -62.8 -51.7 -61.8 -51.2 -60.8 -50.6 -59.9 -50.1 -58.9 49.6 -58.0 -49.1 -57.0 4&6 -56.0 51.2 51.2 49.5 49.5 49.0 49.0 48.5 48.5 47.9 47.9 47.4 47.4 46.8 46.8 46.3 46.3 45.7 45.7 45.2 45.2 44.7 44.7 48 -55.5 -68.5 -53.9 -65.6 -53.4 -64.6 -52.9 -63.6 -52.4 -62.7 -51.9 -61.7 -51.3 -60.7 -50.8 -59.7 -50.3 1 -58.8 49.8 1 -57.8 1 49.3 -56.8 51.8 51.8 50.2 50.2 49.6 49.6 49.1 49.1 48.5 48.5 48.0 48.0 47.4 47.4 46.9 46.9 46.3 46.3 45.8 45.8 45.2 45.2 51 -56.2 -69.4 -54.6 -66.4 -54.1 -65.4 -53.6 -64.4 -53.1 -63.5 -52.5 -62.5 -52.0 -61.5 -51.5 -60.5 -50.9 -59.5 -50.4 -58.5 49.9 -57.5 52.4 52.4 50.8 50.8 50.2 50.2 49.7 49.7 49.1 49.1 48.6 48.6 48.0 48.0 47.4 47.4 46.9 46.9 46.3 46.3 45.8 45.8 54 -56.9 -5 3 • -67.6 • -54.0 • -662 -54.2 -65.2 -53.7 -64.2 -53.2 -63.2 -52.6 -62.2 -52.1 -612 -51.6 -60.2 -51.0 -59.2 -50.5 -58.2 53.09 53.00 6 5104 @31.4• • 5:.8 50.8 50.2 50.2 49.7 49.7 49.1 49.1 48.6 48.6 48.0 48.0 47.4 47.4 46.9 46.9 46.3 46.3 57 -57.? -7 • U 9 "8- ' 8; • ' -55A -67.0 -54.8 -66.0 -543 -65.0 -53.8 -64.0 -532 -62.9 -52.7 -61.9 -52.1 -60.9 -5L6 -59.9 -51.1 -58.9 53.6 53.6 0 0 51� • 5=.1 51.4 50.8 50.8 50.2 50.2 49.6 49.6 49.1 49.1 48.5 48.5 47.9 47.9 47.4 47.4 46.8 46.8 60 -58.Z • -11*9• 16.5 ' -68.� • -56.0 -67.7 -55.4 - 4.9 -65.7 -54.4 -64.6 1 -53-8 1 -63.6 1 -53.3 -62.6 1 -52.7 1 -61.6 -52. 51 11�aa��11 2ftbl -59.5 RprAR Pliarni Shores Village . ... ... APPROVED BY DAT� . . . . . . . . . . . EPTOPT• •• •• N COMPLIANCE WITH ALL FEDERAL • • • • • • •. • • TATF AND COUNTY RULES AND REGULATIONS 47 Q No 770 F �= ��5 ,£70�2 t: Z 10 STATE OF �'2`� off n III I1,131t� MULLION ,RIM, 2X4 (+l-) FL 17472.2 OPENINGS 3-14 55E X61 353/4X61 TV35 1 1+/-67.5) (+!-67.5)35 58X61 FL 6890.1 FL 13010.4 (+/-67.5) .4 FL 6890.1 O ppp Q l/ 9 11 13 N 35 5/8 X 12\��.,'�,/// O Pw P Q� (+/-67.5) C'� L 35 3,14 X 12 N N FL 13010.4 (+!-67.5) O OPENINGS FL 13010.4 4,8,10.14 - OPENINGS jD-W w �v 4 6.12 m N 4 W U 10 12 14 06 V-4 } z r{ p 6 j o g ;( �� MULLION MULLION I-- 1 3/8 X 2 13/16 1 3/8 X 4 1 /4 15 rj FL 9520.1 FL 9520.2 � �111/0 X 37 OPENINGS OPENINGS 71 112 X 79 1/2 60)3-14 3-14 (+/- 60) N 736.2 FL11103.1 $ N FAMILY 1 105 X 37 (+/- 60) Lu cc a FL16736.2 0 0 KIT lruw DINING BASEMENT �z x_i Ir D z STAIRS w LIVING ENTRY iii Z o S GARAGE cc z W W r 4 M a • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• •• • ... • • • • . • • • • • . • • . • • ... • • • • • • . •• • • • •• ••• •• • ••• • • • • •• • BATH BATH BED STAIRS BED BED q 0 PRODUCT APPROVAL NUMBER: 16736.2 OPENING IDENTIFICATIONS: 1-2.3 L R •••••• •••• •••••• • •••• •••• ••••• •• •• •• •••••• • • • •. • •••••• • • •• .0000 • • • Florida Building Code Online http s: //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGE V XQw... Z. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval I ; USER: Public User db'pr �rod..ct_Approval Meru > a u a A catz-r Searcn > Ap0 car cr � Sip > AppGotion Detal -A wgmw FL # oApproved -== Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext221 amonteverde@cws.cc Category Cwindows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received •••••• Florida Engineer or Architect Name who developed Lucas A. Turner • • • • • •' • • the Evaluation Report ' •' • • • • • Florida License PE-58201 •••••• ' •••• ' •••••• • Quality Assurance Entity Keystone Certifications, Inc. ' Quality Assurance Contract Expiration Date Q tY P 07/21/2030 •••• •••• • • • • • • • • Validated By Steven M. Urich, PE ' * • • 0' 0 * • 0 . 0 • • • • • • Validation Checklist - Hardcopy RecejwW• • • 000 • 09000 • •• • •• • •• • • ••••• • Certificate of Independence Fi 16736_R2_ C01 _EvalReport871C.pd€ : • •: •: • 00 • • •• • •••••• Referenced Standard and Year (of Standard) Standard : • • • • • • Year • • • • • • AAMA/WDMA/CSA/101/I.S.2/A440-08 • • • • go**" 2008 • • ASTM E1886-05 0696 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 1 of 2 7/22/2020, 3:57 PM Florida Building Code Online https://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGE V XQw... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Q.. m v of Dro 11 rt. Method 1 Option D 09/28/2017 09/29/2017 10/03/2017 12/12/2017 FL # Model, Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes 'v 7 3 . R< 11 0;VS 871C Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL1,5735 R� a -Y31R M 7.1� u f I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes 16736 Rc2 11 C-V16 Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in s 1e7 = �L ui 3 zu= I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Lop right 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 click here . Product Approval Accepts: ® E _ •• ••• •• • Cre(V Card ...... .... ...... Safe .... .... . . .... .... ..... ...... ... . ..... .... .. ...... . . .. . ...... 2 of 2 7/22/2020, 3:57 PM I.JRNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 869C September 7, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XOX I I 1"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 441h 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 6`h Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-869C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-3, -3A, -4, and 4A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-869C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-869C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-869C • Achieves design pressures of +/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • In the operable sash, requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16- 1117.02t, and in the fixed glass requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade N.O.A. 14-0916.11 t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10t t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 6`h Ed. (2017) Florida Building Code for use in Us.:. product. . 0 • ...... .... Certification of Independence: I do not have, nor do I intend to acquire, nor will I �G4due, a financial interest in Custom Window Systems or in any company manufacturing or distributing�psa acts for wkieh this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, ewftrtancial in-tC?St in any other entity involved in the testing or approval process of this product. • • • w • • "' .. .. ww Lucas Turner 2017-09-16 09:27+20:00 ittj1IfI$Irj,Ie tss�� P v FAO 5-s2CI STATE OF ;• "t 10 N A ; i �y�y44 •w www• �w•www 9/07/2017 Lucas A. Turner, P.E. FL PE #58201 HORIZONTAL SLIDER - LARGE MISSILE IMPACT -----112114" MAX. OVERALL FLANGE WIDTH - ---- 111" MAX. UNIT WIDTH- ------ 4915/16' 245/8"------��jjj GLASS DLO GLASS DLO I 1/4" I ERALL ANGE B IGHT 63" MAX, X I I GLASS6" ® X HEIGHT DLO I D 59 9116" { MAX. SASH HEIGHT L '' C 2715/16" t-A-�_� C A MAX. SASH WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS. .... ......1 GLAZING DETAILS....................................2 SECTION VIEWS & GLAZING DETAILS EXTRUSIONS & B.O.M...............................4 ANCHOR SCHEDULE & NOTES................5 INSTALLATION DETAILS ...........................6 IN • • ••• • • • • •• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• GENERAL NOTES: • • �W ��•�/J� 1. THE PRODUCT SHOWN HERE* IS DIESISNED NNM DANUFACTURf"D gNppyy SYSTEMS TO COMPLY WITH THE FLOR119A BUILDIRG COL+ (P BC1 F-URRtNT • • EDITION INCLUDING THE HIG EL CI HURf;ICFj�IEfjONE (HVHZ') AND• 100 SW 44TH AVE. IS RATED FOR WIND ZONE 4 VIL 6 VEL D IMWACTrJSE AS DFIF#4# D dP ALA. FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WW W.CWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2) .. . . . .. ... 3. CONFIGURATIONS: "OX", "XO". • • • • • • • • DESIGN PRESSURE 4 -NEGATIVE DESIGN RLOADS BAS�j 8N,=E.,-:ElW&StJPZAC4• GLASS TABLES ASTM E-1300.04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04e01109. • • 8200 PVC • • HORZ. SLIDER IMPACT 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 Ej MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT 56 114" USED AT FIXED MEETING RAIL AND HEADISILL. D GLASS DLO B 8. SERIES / MODEL DESIGNATION HS-8200. 6 ;J 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 6;) X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR D ! LOCATION. 6 j —� 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4" FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 111" x 63" +/- 60 PSF LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13 rA nA 00 g z azo won z W W owO Q I- Lu w zOz wI=zt Q F z0ooz U-O vi0 Zn a zulw 0�co a O why wok d a d �ol'�p10RE... Gy Na seta ��.• STATE OF •tom: P• a :(c••i0pl�. �Z ;ONA.. 9/22/2017 - LUCAS A. TURNER, RE, FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTK)N: GENERAL NOTES AND ELEVATIONS DRAW Y BY: DATE TEF 10/11/13 -- - -- .- ,REV.: CWS-869 C SCALE: SHEET 1:20 1 OF 6 --4 7/8" OVERALL 311 W' ANNEALED OR I EMPERE 1) 1/4" AIR SPACE 7/16" LAMI 3/16' ANNEALED 090 SENTRY GLASS IONOPI AST INTERLAYER V16" ANNEALED PUREE(' , T GLAZE "H" QUANEX DURASEAL W, SIKAFLEX 552 IG SPACER 112" GLASS BITE Illl (]�D 0 0 so* 0 0 0 000 0 0 0 so 00 0 0 0 0 0 0 0 0 0 *so &so • .0. • so 90: so. • f 0 • NDOW SYSTEMS .0 so SW 44TH AVE. 0.0 0.0 p ALA. FLORIDA 34474 www CwS'CC • 8200 PVC .00 :so so o HORZ, SLIDER so :o: :09 0 : IMPACT IM" OVERALL see 0*0 0 0 goo 00 L 118" ANNEALED OR TEMPFRED 318" AIR SPACE 5116" LAM[ 1/8" ANNEALED 090 DUPONT PVB INTERLAYER 118" ANNEALED OUANEX DURASFAJ PURFECT GLAZE "Ll' IG SPACER SIKAFLEX 552 112" GLASS BIT < z— 3: < OWU �� ) Lu 0 Z uj W ld2 01191111 0 w z > 0 0 OMOQQWOO 0 w -,0- o z z 0 6 , — Z 0 D 0 - z � 6 < >- ;7- — ,u 2 0 <ZOw—xo—z w < 2<> W CLOWWOWWW O� CL 0 0 � z U) w 0 WHO 0-7 of CLa. z � L'j - uj ......... E No 58201 p�. S STATE F 11'ONA 9/22/2017 LUCAS A. TURNER, P.E, FL PE # 58201 1239 JABARA AVE NORTH PORT, FL 34288 PH, 941-380-1574 S'#F,7 -)PSCRIPTION GLAZING DETAILS DRAWN By DATF TEF 10111113 DVVG 4 REV SETTING BLOCKS PER FBC 2411.3.3.1 CWS-869 c SCALE SHEET 11 2 OF 6 INTERIOR SECTION VIEW A -A 0 (ay . INTERIOR 1 19 or 49 20 15 2 —i SECTION VIEW B-B SECTION VIEW C-C ALTERNATE FIN FRAME .. .• . . . % .. . . . . ... • . . . . . • • • . . . . ... •• • • • • • • to to • • • • 3 • 1� 42"I�v5i i43 •• • • to • to••• • • • • •• ••• • . •• ••• so . • • .. . • •• �. ....... 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 8 46) - ---JAMB IMPACT HOOKS (ITEM 42) OR ROTARY LOCKS (ITEM 23) LOCATED AT THIRD POINTS. XNOTES: - 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 z 3 Qzp z ❑w0 o2 w z0<H? wt-zt LL I-w�zF-�mx O 0E-OQCwpO U Uln F- Z a P- c~n nm. 2 p Dw-z�U0 Q zO2z O :Ow-moz rn0 z0� EE LL OWTW a 0 wF-O axw} a M CL �w CL 1N A�- roans zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS DRAWN BY DATE: TEF 10/11/13 !: ',,DWG7t: REV,: CWS-869 ! C SCALE: _ SHEfT~ 1:2 30F6 PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-6049 Main Frame, SH/HS, Flange, PVC Mikron PVC 2 H-1681 Fixed Rail, Heavy Duty, Aluminum Keymark Alum 3 S-6077 Cover, HD Fixed Rail, PVC Mikron PVC 5 P-4638 #8 x 2 1/2" Ph Mod Truss Type A TEK Ajax Steel 6 P-3342 Seam Sealer, SM-5504 Schnee Silicone 7 S-1776 I Roller Track Keymark Alum 8 S-6013 Screen Adapter, Jamb, PVC Mikron PVC 9 S-6014 Screen Adapter, Head & Sill, PVC Mikron PVC 10 P-4479 Weep Cover w/ Flap M&M Nylon 11 S-6064 Glazing Bead Mikron PVC 12 H-6050 Sash Meeting Rail, PVC Mikron PVC 13 H-6051 Sash Pull Rail, PVC Mikron PVC 14 H-6052 Sash Top/Bot. Rail, PVC Mikron PVC 15 H-1497 Reinf. Sash Meet. Rail Keymark Alum 16 H-1498 Reinforcement, Sash, Side Rail Keymark Alum 17 H-1699 Reinforcement, Sash Pull Rail Keymark Alum 18 P-3429 Wstp., 0.270 x .187 back FinSeal, G Ultrafab 19 P-3783 Lock, Impact, PVC Interlock P-4051 #8 x 1 1/4" Ph Flat Tek, Wht. Fastenal Steel P-4069 Keeper, Impact, PVC Interlock P-3539 #8 x 3/4" Square PH Tek, Wht. Fastenal Steel r P-4958 Rotary Lock Intedock P-4633 8-32 x 1/2" Barrel Fastener Intedock P-4952 Keeper, Rotary Lock Interlock 26 1 P-4779 lRoller, Tandem M&M Nylon 27 P-3541 #8 x 1/2" Quad PH TEK 2 Zinc Fastenal Steel 28 GLASS SEE SHEET2 CARDINAL GLASS 29 Purfect Glaze "H" or Sikaflex 552 Henkel/Sika Silicone 30 P-3028 Set. Blk., 85 Dur., 1/8" x 7/8" x 2" Lg. Frank Lowe Rubber 31 P-3218 Screen Frame Allmetal RollForm 32 P-4754 Screen Comer Key Allmetal Nylon 33 P-4755 Screen Comer Key w/Safety Tab Allmetal Nylon 34 P-3029 Iscreen Pull tab Summit 35 P-3033 Screen Spring Fla. Spring SS 36 P-3228 Screen Spline Dapa 37 P-4772 Screen Cloth, Fiberglass 40 P-3113 Screw Support, PVC Team Plastics Rubber 41 P-3752 Cap Plug, 1/2" Hole M&M Nylon 42 1 S-1577 Impact Hook, Frame, Jamb Keymark Alum 43 S-1112 Reinforcement, Head, Jamb Keymark Alum 44 S-2000 Impact Channel, Sash Keymark Alum 45 P-374B #6 X 5/8 Ph FH TEK, Zinc, Painted Ajax Steel 46 S-1999 Impact Hook, Frame, Head Keymark Alum 47 H-6048 Main Frame, SH/HS, Fin, PVC Mikron PVC 48 S-6055 Roller Track, PVC, (Anti -lift) Mikron PVC 49 1 P-5250 Lock, Impact, PVC, w/Flipper Interlock 50 1 P-4730 1#8 x 1/2" Ph Mod Truss TEK Fastenal I Steel -alre — I V 16` 3f 1/16" O 4_ PVC FRAME FLANGE-6049 .. .. . . . .. .. . . . . . . • . • . . . ....... .... CORNER CONSTRUCTION 77��v — I • • • • • �Tli - • � t• - a} • • • of • • • , 2 • • WINDOW SYSTEMS'. 1900 SW 44TH AVE. -• • .! 1/109 • • • • • OCALA. FLORIDA 34474 1 T8" �O • 111 fi" : WWW.CWS.CC i • • • t • • • • • CO(AL�L SIDES) ER D 8200 PVC '. 000 1';' ;_, • • • 1:8 HORZ. SLIDER • • • o It V:(.FTAIL:b%l • • • • IMPACT '.. PVC FRAME FIN-6048 • • • • • • • • I'----115/16" 13116" '-• 2 A/16' - 1 I - -2 3716" -( �L 14 5 /8"Ff 1518"1511!° PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOPIBTM RAIL-6052 PVC HD MTG RAIL COVER - 6077 j -0, W16" O O 5/8'�--- 1" l� Lt116„ 718" - 1/16" SASH MTG. RAIL-1497 PLAN VIEW-1999 HEAD IMPACT HOOK- 1999 0 3/16" O d TIr 1-4 5I- ill 6- L.. PLAN VIEW-2000 PANEL IMPACT CATCH - 2000 0 3116" O _ 6" 1 -5/16" � a2� 718 �......._.. 1l16" PLAN VIEW - 1577 ALUM SASH IMPACT HOOK - 1577 1/2" C=�. 40) SCREW SUPPORT - 3113 6, FIXED MEETING RAIL SCREWED TOGETHER WITH OUT'ERFRAME 1:8 I 15116 9 1/16" L SASH REINF. - 1699 —1116, S.B.R./S.S.R. - 1498 ROLLER TRACK - 1776 114"--{ �-- T� 11 - 718° �+. 718" 43 f— 9/16° L._ PVC GLAZEBEAD - 6064 - ----1116" GLAZE BEAD -1112 1/2" i^ t 118" -, - 3/8" 1 5116" - �i ' 1116" 1— 48i PVC SCREEN CATCH - 6013 - 1116" PVC ANTI -LIFT - 6005 7 1116" PVC SCREEN SUPPORT -6014 LINE ITEMS NOT USED: 4. 38-39 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. Z aZ3 0 W 0 Q � W 0 0 ZOZ C Q V)3.}0m- H-W Zr-i�'�= OH=-pa¢=oo 0 r0Zdl-tA o. O_�7 1--?LL20OLL0 13:W-=0_ eq�f Z 0"Ry0WEnW wILL Ln 70 M= >- z a X�W� a STATE OF c �OR1"� /ONA1-�,, 7h0rnrrrvvv 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS TEF 10/11/13 DWG#, - •REV, —_- CWS-869 C SCA e-- SHEET 1:2 4 OF 6 3" (TYP.) -� 6" MAX. (TYP.) 6" MAX. (TYP.) 17" — MAX. O.C. (TYP.) ANCHOR LAYOUT - (FLAN('E; TOTE 2 4" MAX. (TYP.) --, 4" MAX. (TYP.) INSTALLATION ) ANCHOR (TYP.) j MAX, O.C. (TYP.) .. . . .. . . . . . . . .. . . .. . . . go go ..' • • • . • 0 1\ => LA 'UI__ s[-IJ NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116" 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 G. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION, 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE, INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7, A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) e (0m.wWINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Q z 3: aZ� I- OWO <lUJ -cw W ZOZ aet:9E- 0 ; (W�>OW3:m U. Fw ZF'S.22 O OI=-Oa¢wp0 U Utn�Zah=-�0. Z ZO oO-zDU� O(n ¢�0w TO w OOWU))Owmw a(na OJm� _~cr w�w`� a h (L m a 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380-1574 SHFF.T DESCRIPTION ANCHOR SCHEDULE AND'. NOTES DRAWN BY: DATE TEF 10/11/13 CWS-869 C 'ACE' ..,— SHEET 1:25 5 OF 6 TYPICAL HEAD ANCHORAGE r - MIN. EDGE DIST, SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE i MIN. EMBEDMENT PERIMETER SEALANT d SEE TABLE 1 BY INSTALLER tl INSIDE AND OUT i i SEALANT BEHIND -'� �C7 FLANGE BY INSTALLER I I '----- /14" MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 1/4" MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER �7O PERIMETER SEALANT MIN. EMBEDMEN' BY INSTALLER SEE TABLE 1 INSIDE AND OUT SUBSTRATE BY OTHERS --' SEE TABLE 1 -, _. - .�_ MIN. EDGE DIST. SEE TABLE 1 ( A VERTICAL SECTION 6 ' TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 114" MAX. SHIM - INSTALLATION ANCHOR SEE TABLE 1 .. .. . . . .. .. 00 ... . . . . • • • • • • ••• s • BY OTHERS • • • • SEE TABLE 1 • • �WINZDIST. - • • • • P#EE A E 1 • • • • • • • • 1/?" MAX. SHIM- - •0 • • I MIN. EDGE DIST. SEE TABLE 1 • • • • • , • • • • • • • , ---PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER + � g HORIZONTAL SEG i 6 �+ TYPICAL JAMB ANCHCt+� ':. TABLE 1- APPROVED INSTALLATION FASTENERS EBANIA420Pe SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED FLANGE CONCRETE (2.0 KSI MIN.) 3116" ITW TAPCON 1.-112" F FLANGE OUT -FILLED CMU 1117 PCF MIN.) CONCRETE (2.85 KSI MIN.) 3/16" ITW TAPCON 1" 3116" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-114" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3116" ITW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2X MIN, SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0,060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7116" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING 4 DRILLING SCREW FULL THREAD THRU 0.125' 7/16" FIN 2X MIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-112" 1!2" SUBSTRATE WINDOW SYSTEMS I� BY OTHERS 1900 SW 44TH AVE, SEE TABLE 1 OCALA. FLORIDA 34474 WWW.CWS.CC - -� 8200 PVC HORZ. SLIDER SEE ABLED1 IMPACT T PERIMETER SEALANT BY INSTALLER INSIDE AND OUT ------ INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER �C� HORIZONTAL SECTION ,6 + TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION -- S <ZO t- 0wo Q!W 0 Lu awoYOx::m_ u. PLLI ZF�S�1 Z ZS2a0�wo0 0 oro < M , X U 0w I-Za 1-0m Z00 -�jU� U U 111 Z 0wOM0Z Q OO-tgU Z2F a It u)WEz— wOnF- aaow1-0 a w>_ a a4 %tl�PNDREW ET 61 i f" No 58201 ": �* * t= Z90t STATE OF tom: 0 .;�., G OR:OP ON N ;'%'' fON A L a 9/22/2017 LUCAS A. TURNER, P.E. FL # :>ERIMETER SEALANT --��- A RA Al 1239 JBAAYE. By INSTALLER NORTH PORT, FL 34288 INSIDE AND OUT D HORIZONTAL SECTION PH. 941-380-1574 6 BOX FRAME INSTALLATION ,!SHEET DESCRIPTION: HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, 'DATE UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED. DRAWN B.Y TEF 10111l13 MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED Dwc i 'REV INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-869 C PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. ,SCALE: SHEET 1:2 6OF6 PRODUCT APPROVAL NUMBER: 6890.1 OPENING IDENTIFICATIONS: 3-CM 7.CM 9.CM 13.CM ::::•: ;;;:; •000:06;;;;• .... •••..• • . • 00 •..••• • • • • • • • •• • • •.•.•• • • Florida Building Code Online http s: //www. floridabuilding. org/pr/Pr_app_dtl. aspx?param=wGE V XQw... OF MN BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIs Site Map Links Search **q Product Approval { USER: Public User kZ 3 > Prod,,ci N.-rl or- > Apo_lKaGen List > Application Detail FL # FL6890-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Kevin Pine kpine@cws.cc ]ay Lathrop 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave • • • • • • Ocala, FL 34474 • • • • (352) 368-6922 Ext 221 • • • • . 0000 • • amonteverde@cws.cc •••••• • • •••• •••••• • 000 • • • • • • Windows •••• •••• • • • Casement ••••• • • •••• ••••• •••••• ••• • ••••• • • • • Evaluation Report from a Florida Registered Aicihitect or a LicAled 0000: • Florida Professional Engineer 000000 • • • Evaluation Report - Hardcopy Received • • • • • • • • • • • • . • • • • • • Lucas A. Turner • • • • • • • • •••• PE-58201 Keystone Certifications, Inc. 07/21/2030 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL589 R6 COT Eva''Ropor[151 .pd* Standard AAMA/WDMA/CSA 101/I.S.2/A440-05 ASTM E1886-05 ASTM E1996-05 PA/TAS 201/202/203 Year 2005 2005 2005 1994 I of 2 7/22/2020, 3:49 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQw... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Cummaw of Dr•ndurie FL # Model, Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. Limits of Use Installation Instructions Approved for use in HVHZ: Yes Fi E390 Rc I_t L 5 ab,v Cd? Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: 8400 Vinyl Casement, Large Missile, DP = +/ 67.5 FL6S911 Rq AE E al:�aY 61t:,paf psf, Max. size 37" x 72". Outer lite in I.G. to be fully Created by Independent Third Party: Yes tempered when used 30 ft. above grade in HVHZ. Glass complies with ASTM E1300-04. IBa _,dt� Nutt; 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 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 YAP tE 10l5j ty a persoyy� • • • • address, please provide the Department with an email address which can be made available to the public. To determine ifyou area licensee urfder Chapter 455, F5", • please click here . • • • • Product Approval Accepts: 000000 0000 Greco' Cart •00000 •0aa• ..... Safe • ...... ... . ..... • • • • • • • • • • • • *000 2 of 2 7/22/2020, 3:49 PM URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 161D August 28, 2017 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5, 37" x 72" unit size with HS laminated glass, or 37" x 63" unit size with annealed laminated glass Manufacturer: Custom Window Systems, Inc. 1900 SW 441h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6th Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-161D, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3673-1, -IA, -2, -2A, and NCTL-210-3674-1, 4A, -2, -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161D, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-161D. Limitations of Use: This product: • May be used in X config. in unit sizes up to 36" x 72" with 1/8" (HS or Temp.) outboard «air-- 1/8HS-090PVB-1/8HS laminated inboard glass, or in unit sizes up to 36" x &3" w•ith 1/8"(Ann. • •"" or Temp.) outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass •• ' •"". �. • Requires outer lite in I.G. to be fully tempered when used in HVHZ above 39rcrgrade • • • • Requires max. glass daylight sizes as shown in CWS-161D • • : • • o . . .... .... • Achieves design pressures of +/-67.5 psf .... ' .... ..... • Is large missile impact resistant and does not require the use of shutters see*** . • • • • • • • • May be used in the High Velocity Hurricane Zone 00000" • • : • • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. #16-111:*VV: „� • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA #17-0266.10': • •, • • • t I have evaluated the materials in these NOAs and find that they comply with the requirements 44ke' 6`h Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Mot{ti tifli PLC�F , �jttLf *\��ri •t `� Lucas :� No 5sao1 Turner = * * * = 8/28/2017 2017-08-30STATE: ¢ = Lucas A. Turner, P.E. 16:01+20:00 :�• P.,. ` ;`` FL PE #58201 CASEMENT - LARGE MISSILE IMPACT .....-----...... 381/4" MAX. OVERALL 381/4" FLANGE WIDTH MAX. OVERALL FLANGE WIDTH �- ....._.- 37" _.. ... III•- UNRWIDTH +.I r UNITWIDTH - 35" 35" ---- MAX. SASH wlr7-ru MAX. SASH WIDTH I I 73 114" MAX. OVERALL FLANGE HEIGHT I 72" MAX, UNIT HEIGHT ` I I MAX, I SASH I I I I I I I GLASS DLO i H f r \ ,D I� A 6 -- 32/T -I GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED - OPPOSITE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.......1 GLAZING DETAILS., ............................... 2 SECTION VIEWS....................................3 EXTRUSIONS & B.O.M............._,.........4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS . 6 64 1/4" MAX. OVERALL FLANGE HEIGHT 63" MAX. UNIT A I I S I I I T I s1• I MAX. SASH / WEIGHT A 39 112" GLASS DLO RIGHT HINGED - SHOWN LEFT HINGED - OPPOSITE . . ... . . . ... • • ••• • • • • ••• • GENE • • • • ' 0*1. tEPRZDIACT SMOW41 HERRIN I5 DIESIGNED AND MANUFACTURED • • Tip COMPLY WlrH THE F IDAtUtDING CODE (FBC), CURRENT • • LODITIOl?I�! &L:)ING THE {CJIi V 60CITY HURRICANE ZONE (HVHZ) *AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. •l(�_A4NGQPTIW:(SiilioSHEEif) 1 (i • • 3. O NF'IG2PjrId.N.S* At' UINDCVJS ARE OPEN TO OUTSIDE LEFT OR j 4. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01109. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEET 6 FOR INSTALLATION B DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 50112 GLAS°S 7. ALL FRAMES AND VENTS FULLY WELDED. DLO B. SERIES/MODEL DESIGNATION CA-8400, 9, THE DESIGNATION X STANDS FOR THE FOLLOWING: X = OPERABLE SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LucasTurne r 2017-09-22 11:51-04:00 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING NO HZ C37- x 63" +/- 65 PSF BARGE MISSILE IMPACT HVHZ +/- 67.5 PS +/- 65 PSF NON-HVHZ 37" x 72" HVHZ +/- 67.5 PSF WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT z I- ow0 wwQpO w zoz IL'-zH LL F-W ZF-�:!.2 Z zm2<xw00 O oF~00d<=Fi/a z O Z 7Z�U� F_-'mo wz 3Ow; 0 O�cf�� Z to0owinLi ?ow 0�0_- O wt0 a—m z-> a r IL Xa P50RE W++q, �� ;r • .......... No 58201 90 STATE OF �j0 T' F +'+5� I ONA%E,0' zz 9/2212017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380-1574 GENERAL NOTES AND ELEVATIONS AIDE 05/05/07 CWS-161 D ALE: SHEET 1:15 1 OFIS •+-_. -1.. --_ 7l8" OVERALL 118" ANNEALED or TEMPERED - I - 7116" AIR SPACE -5/16" LAMINATED GLASS 118" ANNEALED -I - .090 DUPONT PVB INTERLAYER OUANEX DURASEAL , - 118" ANNEALED IGSPACER j i SIKArLEX 552 OR w 231 PURFECT GLAZE "H" 112" GLASS BITE F1 (::GLASS TYPE A ! i ••• i • • ••• • • • • • • • • • • i • ! ••• • • LIULY• ��lYCOWSYSTEMS • • • • • • 1900 SW 44TH AVE. • • • • • • • • i • • OCALA, FLORIDA 34414 + • • • • i' www cws cc • • • • • + • • • 8400 PVC + ' • CASEMENT .fee• IMPACT t-------r- 718" OVERALL --� �-• --- - V8" HEAT STRENGTHENED or TEMPERED 7116" AIR SPACE ':�- -- 5116" LAMINATED GLASS 118" HEAT STRFNG'THENED .090 DUPONT PVB INTERLAYER OUANEX DURASEAL, �u 118" HEAT STRENGTHENED IG SPACER J :V SIKAFLEX 552 OR 23) PURFECT GLAZE "H" 46 _ � • � 171." GLASS BITE ' 11 low 0 s, C z '� Q Z I- owp a�oo Z WJO w zpz T�--F- o Qrn>-prs3:m LL w5zE-sg= U UPI-ZC-�7 z ZU-� zDQ6 OU < F: LL,P20ZOWZ Z W p(nOWOW p J C 7 { — z— a cr n O W'O wOtr>- x r a �ZnW- ,` ttttP� nRE W �T Fy1U5.1 `GAF Ns;'}�. No 58201at STATE OF C4f ..'�'i �ft7MA„Ntt�` L7 V GLASS TYPE B 9/22/2017 _ L.UCAS A. TURNER, P.F. FL PE # 58201 1239 JABARA AVE NORTH PORT, FL 34288 PH,941-380-1574 sNE-T DESCRIafroN SETTING BLOCKS PER FBC 2411.3.3.1 GLAZING DETAILS DRAWN BY DATE ---- ADE 05/05/07 DWG q'. REV.. CWS-161 D scAIE SHEET 1:1 2 OF 6 MAX UNIT SIZE MAX POS. DP GLASS TYPE 37" x 63" +67.5 A 37" x 72" + B INTERIOR SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY: 14, 16-17, 19-20, 25, 27, 32, 34, 37-38, 42, 44-45, 50 'A6 Q 0 �O ALTERNATE FIN FRAME • . . .0 0 0 0 • . . ... • . • . ....... .... • ... • • • • • • • • • • • • • • � • I,,* • • • • • • • • 3f;; rase 4{Vr[RIO� ••• • ••• i ,,r3 nv; me • ••. • • . • .• • • • . •• • t iR F; SECTION VIEW B-B 160 U WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.CwS.CC 8400 PVC CASEMENT IMPACT z xz� z OwU O<M o ZwO .>-0Of3m w Pw�zF�:gx O O�p¢¢wp0 U UWr-I-I. 2 pU 'ZUaZ�Uw U �1 '2zOwO�pz z w 00cc wow z— a _~� w�wo' a a a No 58201 frz �13'.. STATE OF -.:W T' F ++++,41 ; SON A 41 '�-' Zl- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION. SECTION VIEWS DRAWN BY DATE'. -- ADE 05/05/07 DWG#: 'REV.'. ----- CWS-161 D SHEET 1:2 3OF6 PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H760306 FR., CASE., MAIN, MEAT MIKRON VC 2 H-6030B FR., CASE., MAIN, SILL MIKRON PVC 3 6030B FR., CASE., MAIN, JB., RIGHT MIKRON PVC 4 H-6030B FR., CASE., MAIN, JB., LEFT MIKRON PVC 5 76030A FR., CASE.,F MIKRON PV 6 H-6008 SASH, CASE., TOP RAIL MIKRON PVC 7 -6008 SASH, CASE., SOT. RAIL MIKRON PVC 8 H-6008 SASH, CASE., SIDE RAIL, HINGE MIKRON PVC 9 H-6008 SASH, CASE., SIDE RAIL, LOCK IK ON PVC 10 H-1592 SCREEN RAIL, SIDE/BTM KEYMARK ALUM 11 H-1593 SCREEN RAIL, TOP/SIDE KEY AR LU 12 GLASS SEE SHEET 13 P-3028 SET. BILK., 85 DU ., 1 8" X7 8" X2" L . FRANK L WE RUBBER 14 P-3029 SCREEN LIFT-OUTSUMMIT 15 P-3 13 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBE R 16 P-3195 SCREEN PRIN , N H ILTE I 17 P-3197 SCREEN CORNER KEY M&M N LON 18 P-3217 WSTP., WHITE LEAF SEAL, FRAME AMESBURY RUBBER 19 P-3228 SCREEN SPLINE, .155 DIA, BLK DAPA 20 P-3281 SPACER, DURASEAL, SEE SHEET DURASEAL TRUSEAL 21 P-3342 SEAM SEALER, SM-5504 SCHNEE 7ILI E 22 P-3429 W TP., .270 X.18 BACK, ULTRA FIN, BLACK, SASH ULTRAFAB 23 PURFECT GLAZE H" , SIKAFL X552 HE KEL, SI 24 P- 539 #8 X 3 4" QUAD P TEK, ZINSCREW 25 P-3581 SCREEN CLOTH, 18 X 16 FIBERGLASS PHIFER 26 P-3587 #8 X 1" PH FH TEK 2, SS, SCREW FASTENAL SS 27 P-3613 CW LBL. (LOGO) 28 P-368 -8400 GOLD CERT. LABEL, NFRC TAB 29 P-3752 CAP PLUG, 1 2" HOLE M&M NYLON 30 P- 881 TEMPORARY LBL. NFR DP 31 P- 940 SNU BER, SS, P C 32 P 003 TIE BAR GUIDE, ROTO. H WE. R S P-400 #8-32 X 1/2" PH H, MS, SS (ROTO HDW . LOCK) FAS NAL SS P-4005 . SUPPORT LATE, LOCK, , ROTO DWEUse w P-4006 ROTO P- 006 LOCK, MULTI -POINT, ROTO H E., I ROTO SS P-400 R OPERATORS R L RI T EN A EM N ROTO P-4009 TRACK & SLIDER ASSM., ROTO OPER., ROTO HDWE., (13" ROTO SS 3 P 010 STUD BRKT., ROTO OPER., .H., ROTO HOWE. R T S P-4012 SHIM, ROTO OPERATOR, ROTO HDWE. (4.8mm) ROTO NYLON 40 P-4014 HANDLE, TD, ROTO PER, ROTO HD(WHITE) ROTO ZINC 41 P-4018 HINGES (LEFT/RIGHT OR LEFT OR RIGHT OPEN CAS E T) RO O SS 42 P-4020 SUPPORT WASHER, ROTO OPER, ROTO HDWE. ROTO S 43 P-4021 #8-32 x 3/4" Quad FH / 1l 6" Lead, MS, SS, ROTO OP., ROTC F STENAL SS 44 P-4024 GASKET, ROTO OPER., ROTO H W ., 7117, HOP 45 P-4031-P-4040 TIE -BARS, ROTO HOWE. 1-5 LO KPOINTS, SS (BY OA HGT.) ROM SS 46 050 REINF.COIL-ALUMINUM,0 2- 32 .050 .43 , HD PRECISION EL U 47 P-4043 STRIKE, MULTIPOINT M&M NYLON 48 P-4146 #8 x 3 4" PH FLAT TEK, SS FASTENAL 49 P-4491 REINF. COIL -ALUMINUM, 5052- 32 (.062 .656), HD PRECISIONS EL ALUM 50 P-4641 1#8 x 5 8" PH FLAT TEK, #7 HEAD. SS FA TENAL 51 S- 505 REIN . CASE. SASH KEY ARK LUM 52 b-bUb4 JULLBD., 7/8 MIKRON PVC NOTE, ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 3 21132" P _ PVC FLANGE FRAME H-6030B }�--......._ 211/32' D7 2714" �9) t PVC SASH H-6008 1713}2" 1 V32" 1116° SCREEN RAIL SIDE/BTM H-1592 f., ..— 3 1 /8" PVC FIN FRAME H-6030A 7/32' 27132" f PVC GLAZING BEAD S-6064 21/32" - _ 49 COIL, .062 X .656 P-4491 FRAME AND SASH CORNER lSs(y(91il1lIlU/'. CONSTRUCTION WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT COHNEH WELL, (ALL SIDES) IMPACT 1:8 --(46 1116" COIL, .05 X .437 P-4050 17/32" T 1 9/32" 1116" SCREEN RAIL TOPISIDE H-1593 314"—{-+—.y 5 1111f 6„ 12" SASH REINF. S-1505 S z 3 az5 t owo Qwoo w zoz T�lw 0Cf Z zx�Qcrwoo O 00EQZCLF-0M Z ZQ-oZZ?Vfn D� §�o< It}wpo =QZ w 00~2'�OwOW of z�171w Q J(ni- - a GO wx-O mm,> rL � a � a� ``rP�ANOR . v No 5€201 *.A VP% STATE OF XZ 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 112" — PH.941-380-1574 7132" I:SHEET DESCRIPTpN--- T� 15 BOM AND EXTRUSIONS SCREW SUPPORT P-3113 PRAWNBY -DATE --- ADE 05/05/07 `DWG tt:i REV. CWS-161 D SCALE: SHEET - - — --------- - 2:1 4 0F 6 12 112" MAX, O C ('TYP.)-�- --! 6" MAX. (TYP.) 6" MAX. (TYP.) 1rr I 10" MAX, O,C, (TYP ) ANCHOR LAYOUT - (FLANGE) FOR UNITS UP TO 37" x 72" 8" MAX. O.0 (TYP 12 112" MAX. O.C. (TYP.}- "- --� 6" MAX. (TYP.) - - 6" MAX. (TYP) { ANCHOR 14314" MAX. O.C. (TYP, X INSTAI.(AT ION \ ANCHOR (TYP.) SEE NOTE 2 LAYOUT- (FLANGE) FOR UNITS UP TO 37" x 63" 8" MAX. O.C. (TYP. ) INSTAL.. L..ATION ANCHOR (TYP.) ----- 6" THRU FRAME ANCHOR BINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) I=OR HINT TS UP TO 37" x 72" WINDOW 8" MAX. O.C. (TYP.)._........-....� 9" MAX (TYP) 4" MAX. (TYP.) 6" MAX. U.C. (TYP.) co uj 0 INSTALLATION ANCHOR (TYP.) (TYP.) SYSTEMS 1900 SW 44TH AVE --SEE NOTE 2 '. OCALA, FLORIDA 34474 ' WWW.CWS.CC ' --- 6" THRU FRAME ANCHOR HINGE SIDE .IAMB (TYP.) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37" x 63" 8400 PVC CASEMENT IMPACT z Q wJG1 w zOz trt?r C] 4W SZQX�m Z Z=�Qc�WQo O O�O6a�Na o z-��zl-av1 z O�Uvi zl(.1- > 4�Qz 2 Z wQ �v}i©wpw 2' Z� W O Jfl)F- a O wF-� wT�� ' �90T. STATE OF •(U` ' O 1 E.,. �,(CS . p 0\,ems ' NOTES:p;''�� ' 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. ' 2 SHIM AS RECI AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4", USE SHIMS WHERE SPACE GREATER THAN 1116" 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 fi. 9/22/2017 - 4. AI..L. INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIALOR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST L.UCAS A. TURNER, P.E. BE PROTECTED TO PREVENT REACTION. FL PE # 58201 1239 JABARA AVE 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT. FL 34288 SPECIFIED IN TABLE 1, SHEET 6. PH. 941-380-1574 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL. DRESSING OR STtIf,CO, FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. sNe=T oesralPTloN INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT UU NOT REQUIRE 1X WOOD BUCKS BETWEEN T"HE'. PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE & '., INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES it 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. DRAWN BY narF - - -.. $. 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, ADE 05105/07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET. SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. owc a aev.. GWS-161 D 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS. FMAIAAMA100(EINV'JINDOWS),FMAIAAMA200(FLANGEWINDOWS), FMANUDMA250(BOXY'JINDOWS).FMA/MMAIWDMA300(EXTF..RIORDOORS) scA`F. SHEET 1:20 50F6 TYPICAL.. HFAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT -- BYINSTALLER INSIDE AND OUT SEALANT BEHIND - FLANGE BY INSTALLER INSTALLATION ANCHOR - -- --------- SEE TABLE I SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT - BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS -- SEE TABLE 1 SEALANT UNDER SCREW - HEAD BY INSTALLER MIN.EMBEDMENT SEE TABLE SUBSTRATE ( BY OTHERS. INTERIOR 1/4" MAX. SHIM ---{ SEE TABLE I MIN. EDGE DIST. —� SEE TABLE 1 MIN. EDGE DIST. SEE TABLE MIN, EMBEDMENT IUI�I SEE TABLE 1 INSTALLATION ANCHOL= I SEE TABLE 1 1/4" MAX, SHIM �— PERIMETER SEALANT BY INSTALLER INSIDE AND OUT -------- SEALANT BEHIND FLANGE BY INSTALLER INTERIOR %B� HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE -- 1/4" MAX. SHIM f MIN. EMBEDMENT SEE TABLE 1 - .i MIN. EDGE DIST. SEE TABLE 1 11 A `. VERTICAL SECTION £i TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS F ANCHOR TYPE 3/16" I1W TAPCON 1.112" T. 1-118" FLANGE CONCRETE (2.0 KSI MIN.) FLAN FLANGE CONCRETE (2.85 KSI MIN.) 3116" ELCO ULTRACON 1" V F2-112" FLANGE GROUT -FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON 1-1l4" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3116" nW TAPCON OR ELCO ULTRACON 1-3l8" 718" FLANGE 2X MIN, SOUTHERN PINE (G=0.55) 910 WOOD SCREW 1-3l8" 718" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7116" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 118" STEEL (33 KSI MIN.) 00 GRADE 5 SELF -TAPPING ! DRILLING SCREW FULL THREAD THRU 0.125" 7116" FIN 2X MIN. SPRUCE -PINE -FIR (G=0.42) #8 WOOD SCREW 1-112" 7116" VYIPIDOW SYSTEMS MIN. EDGE DIST, — :--SUBSTRATE 1900 SW 44TH AVE. SEE TABLE 1 BY OTHERS OCALA, FLORIDA 34474 SHIM114"MAX. SHIM SEE TABLEI WWW.CWS.CC 1 8400 PVC CASEMENT lR SEE TABLEDMENT IMPACT 'i l---PERIMETER SEALANT V BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER C HORIZONTAL SECTION 6 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION NOTE: ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DIET. B/6) REO'D AT THE HINGE SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. K z'S ¢ Z awo QWpm Z WJo W ZOZ D-"_ZH LL LL PW ZO�2m O Ol=-padwoo U O N- Z d H U) d Z OOU�j��U� � Q W O O O � Z Wo"'�2' En 0 UJ EnW 2 ZNa O_l Enh a a mIfp Lu EL>_ of IURE 4N No 58201 Q: STATE OF sS/ONAk 00#111110�� —..9122/2017_ UI LUCAS A. TURNER, P.E. FL PE # 58201 - 1239 JABARA AVE. PERIMETER SEALANT-----"` BY INSTALLER NORTH PORT, FL 34288 INSIDE AND OUT PH. 941.380.1574 D HORIZONTAL SECTION SHEET DESCRIPTION- 6 ; BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS -. FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY DATE UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05105/07 MIN. 114" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED "Go REV INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-161 D PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE -- --_ SHEET SHOWN FOR FLANGE WINDOWS. 1:2 6 OF 6 PRODUCT APPROVAL NUMBER: 13010.4 OPENING IDENTIFICATIONS: 4-6. PW 8. PW 10-12. PW 14. PW Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQw... a c .. 1+ ..:i ' r BCLS Home Log In User Registration Hot Topics Product Approval USER: Public User z < ' 0 Submit Surcharge Stats & Facts Publications Contact Us BCLS Site Map Links Search Prroduct_App,avai Menu > Procuct_or Application Search > Aoplicaucn_t_st > Application Detail FL # FL13010 R1 Application Type Revision Code Version 2017 Application Status��App roved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments public comment;Does not comply w/ 2411.1.11 & Remove proprietary note.03/09/20 Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Authorized Signature Jay Lathrop jlathrop@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc • • Category Windows • • • • • • Subcategory Fixed • 000000 •••• Compliance Method Certification Mark or Listing • • • • • • Certification Agency Keystone Certifications, Inc. •• •• Validated By Steven M. Urich, PE i • • • • Validation Checklist - Hardcopy Received • Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/WDMA/CSA 101/I.S.2/A440-05 AAMA/WDMA/CSA 101/I.S.2/A440-08 ASTM E1886-05 ASTM E1996-05 PA TAS 201/202/203 Year 2005 2008 2005 2005 1994 1 of 3 7/22/2020, 3:53 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQw... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 01/28/2020 01/28/2020 02/06/2020 Summary of Products FL # Model, Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F: 13010 R'0_ C CAC 138 13OI C' RO.pdF Approved for use outside HVHZ: Yes PL'30111 R10 C CAC 135 1362 C1RO.n& Impact Resistant: Yes FL13010 RIO C CAC 13: 562 C1RO p& Design Pressure: N/A Quality Assurance Contract Expiration Date Other: PW-8150, 36" x 72" and 72" x 76" see installation 09/14/2022 detail for DPs. Large Missile Impact. In HVHZ may only be Installation Instructions used up to 30ft above grade. Glass complies to ASTM F'_13010 R10 IT C'AS 433D.pdf E1300-04. Verified By: Lucas A. Turner 58201 Created by Independent Third Party: No Evaluation Reports =L1301 <'_0 A EvalR ,,c:-433_.pdf Created by Independent Third Party: Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window, Continuous Head & Sill. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL13010 RIO C CAC 138 261.p& Approved for use outside HVHZ: Yes '_301 a R1O C I CA' - Impact Resistant: Yes F ! ' 3C 1 C R 10 C CAC 138 706.pd- Design Pressure: +67.5/-67.5 Quality Assurance Contract Expiration Date Other: Large Missile, Dp = +/- 67.5 psf, Max. size 74 1/8" x 08/12/2022 72". Outer lite must be safety glass above 30 ft. in HVHZ. Installation Instructions Glass complies to ASTM E1300-04. RIO 11: 01,15-510' pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: No ; • • • : • Evaluation Reports • • • • • cL_301(1 =i0 AE EvalRe_-orr1L�IT'C_ )& •••• Created by Independent Third Part : Yes • • 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed "n ow,*120" x 48" • ;• Limits of Use Approved for use in HVHZ: Yes • Certification Agency CerH'f�c tie • • •••• • • FI 13010 R_0 C CAC CAR 13_ A8.pd1 Approved for use outside HVHZ: Yes ' 13010 U 3 C CAC CAR0103: : pd* • • • • • • Impact Resistant: Yes FLI3C R10 _C LAC CAR9438 2.pd` •• •• Design Pressure: +70/-70 Quality Assurance Contract fjgijation Date. Other: PW-8300, 120" x 48", DP = +/- 70 psf. Large Missile 04/09/2022 • • • Impact. Glass complies to ASTM E1300-04. Installation Instructions • • 0 • • • • • • Fi130!0._R10.1: C;NS-37.3�.pdf• • •• • Verified By: Lucas A. Turnet p,,F* FI PE #582Dj • • ; • Created by Independent Third Party: No • • Evaluation Reports • • • • `L13O',0 RIO AE-ctia1Report31'3C_pdf Created by Independent Third Party: Yes 13010.4 PW-8300 PVC Fixed Window Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 72" unit size - DP55, or 72" x 76" unit size - DP67.5 (DP65 outside HVHZ) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL ' 3C' . R 10 _ C CAC _ 133-250 _03R4 P& Approved for use outside HVHZ: Yes F1_1301O RIO C CAC 133 274 CIRO pdf Impact Resistant: Yes =L13010 RIO C CAC 138 730 C' RO pdf Design Pressure: N/A FL'_301� R10 C CAC 135 li39 CIRO odf Other: Sizes up to 48" x 72" unit size at design pressures of r Li301uR1G_C_CA; _CAR 138-1093.pdf +/-55 psf, or in sizes up to 72" x 76" unit size at design FL13010 RIO C_CAC CAP 138-=320 e2-pdf pressures of +/-67.5 psf in HVHZ or +/-65 psf outside the rL13010 RC C CAC CAR 138-457 pdf HVHZ, with max. glass daylight sizes as shown in CWS-159E FI-:301 Rio CAC C-A-t 138-4C5.pdf Glass complies to ASTM E1300-04. FL 3010 R10 C CAC CAR 138 534.pdf Quality Assurance Contract Expiration Date 04/29/2021 Installation Instructions 2 of 3 7/22/2020, 3:53 PM Florida Building Code Online http s: //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGE V XQw... FL13010_R10_II CWS--159E.pdf Verified By: Lucas A. Turner, P.E. FL PE #58201 Created by Independent Third Party: No Evaluation Reports F :v, a10 AE F',alRep-ort159E.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. _CQRyright 2007-2013 State of Florida :: Privacy Statement :: Accessib- 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 click here . Product Approval Accepts: wlF7 0 Credit Card Safe 3 of 3 7/22/2020, 3:53 PM URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 159E September 7, 2017 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 72" unit size DP55 or 72" x 76" unit size DP67.5 (DP65 outside HVHZ) Manufacturer: Custom Window Systems, Inc. 1900 SW 441h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6th Edition (2017) Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-159E, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3954-01 and -IA, and NCTL-210-3955-01 and -IA, from National Certified Testing Laboratories, Orlando, FL, with Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08, ASTM E1886-05, ASTM E1996-05/09 and TAS 201, 202, 203 1994 (TAS reports 3954-1A and 3955-1A signed and sealed by Gerard J. Ferrara, P.E.) 4) Supplemental Calculations to support CWS-159E, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-159E. Limitations of Use: This product: • May be used in O configuration in sizes up to 48" x 72" unit size at design pressures of +, -55 psf, or in sizes up to 72" x 76" unit size at design pressures of +/-67.5 psf in HVIIZ ort/-65 psf • • • • • • outside the HVHZ, with max. glass daylight sizes as shown in CWS-159E • • 0 ' •' • • • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone .... • • • • • • . . • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft'af grade '....' ..... • Requires glazing as shown in CWS-159E, with Kuraray (Dupont) SentryGlas4xteriayer M •• •• Miami -Dade NOA 14-0916.1 It in DP65 or 67.5 units or Kuraray (Dupont )PYB•?nterlayer per 0 • • • •; • Miami -Dade NOA 16-1117.02t in DP55 units ;";'; '. • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA 17-02d6.10' : * • • • • ' I have evaluated the interlayer and framing materials in these Dupont and Quanex NQAs and i; J • • • • that they comply with the requirements of the 6`h Ed. (2017) Florida Building Code for use in'tb" • • 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. 4J"icertj NN.�, Lucas Turner 'g2"' - 2017-09-16 * : + =' ' 9/07/2017 07:24+20:00 o:,. T OF Lucas A. Turner, P.E. : FL PE #58201 PICTURE WINDOW - LARGE MISSILE IMPACT 49 114° --- MAX. OVERALL FLANGE WIDTH I"--- ---- 73 114" MAX. OVERALL FLANGE WIDTH __..._ 48" —_— I -.. - ----._ 72" MAX UNIT W IDTH MAX. UNIT WIDTH 45118" -- r. _....._. 69118" ..,...... GLASS DLO GLASS DLO A—• ---------- I I 73 114" I MAX. OVERALL B FLANGE HEIGHT 72" MAX. I UNIT HEIGHT I 69 118" GLASS DLOI TABLE OF CONTENTS I I I I 74" MAX. OVERALL FLANGE I B I HEIGHT u A GENERAL NOTES & ELEVATIONS......-1 ARCHITECTURAL SHAPES..............__2 GLAZING DETAILS ..........__.3 SECTION VIEWS. ............ 4 EXTRUSIONS & B.O.M ................5 ANCHOR SCHEOULE & NOTES..,......6.7 INSTALLATION DETAILS... .................... 8 76" MAX. UNIT 73 118" GLASS x % % . ... . . ... .. .. . . . . . . . . . . . ....... .... m. • • j. --- GENERAL THE W&jpU(!T'4OWN WE�INJ?4ESIGNED AND MANUFACTURED ',WINtl�YSTEMS • • • • TO COMWY W♦tTH THE FLOWDAoBWLDING CODE (FBC), CURRENT 1900 SW 44TH AVE. Ili • • + EDITION ONCIlUDING THE NIGH VELOCITY HURRINCANE ZONE (HVHZ) • • • AND IS RATEb FOR WIN ZONEWI MFSSILE LEVEL D IMPACT USE AS OCALA, FLORIDA 34474 • • • • �� E• WWW.CWS.CC DEFIN IN ASTM E 199 TH FBC. y 2. GLAZING OPTIONS: (SEE SHEET 3) 8300 PVC • • . C NF1�Jj�A'1�C1NS 'B� *ARrQAfA-I ECTURAL SHAPES INCLUDE, BUT ARE PICTURE WINDOW • • V T WMIjED•TO•TH%E SH'06VN ON SHEET 2. • • • • IMPACT • f, D[S14N I•RE;SU►2E RATING: • • •-AEGAI'IVE &ES1GNTeAbStASED ON. TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04e01/09. - -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER F o p uJ w w O Ij 4 4 INFILTRATION TEST PRESSURE AND GLASS TABLES z W w � 0 Z W Z Z ASTM E-1300-04901/09. O O a m �> 3_ 5. ANCHORAGE: THE 33 113 % STRESS INCREASE HAS NOT BEEN USED Z LL O z = 2 Q it WO =O O H- O U a = � 0: IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR Up Z - W Z F- DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD z N ANCHOR CALCULATIONS. G 00 U w z O LL U 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT W O z ¢�¢ O F- F=_- Oz -. REQUIRED. hQ O p Y D3: 0 7. ALL FRAMES ARE FULLY WELDED. W a i'-WOJv_JI- Z W a.w O N 8. SERIES / MODEL DESIGNATION PW-8300. O d w O cL2: x n W � w I 9. THE DESIGNATION XAND O STAND FOR THE FOLLOWING: '0101o11"', 0 = FIXED SASH. T(��4 10, SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. t No 58201 LucasTurner 2017-09-22 11:45-04:00 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ANY 48" x 72" +!- 55 PSF LARGE MISSILE IMPACT NON-HVHZ 11%HVHZ 72,, x 76„ 65 PSF +!- 67.5 PSF 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ;SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: DATE: AIDE 05105/07 ._..._._._-_...._. DWG#:_ _ -_ -REV.: CWS-159 E scnLE: SHEET 1:20 1 OF 8 FULL CIRCLE 112 CIRCLE 114 CIRCLE FULL ELLIPSE ("OVALD OCTAGON TRIANGLE TRAPEZOID NOTES: 1. SEE SHEETS 6 & 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2. THRU FRAME - MASONRY, WOOD OR METAL OPENING. THRU FIN -WOOD OPENING. 3. OVERALL SIZE MUST NOT EXCEED THE MAX. WIDTH AND HEIGHT OF RECTANGULAR WINDOWS ON SHEET 1, 4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6 & 7, WITH ANCHOR SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www,CWS.CC 8300 PVC PICTURE WINDOW' IMPACT ? ¢zo I- owo awoo wo z�o�r0It3m z gw3zrwOF ,O O-od<=U UT�- 7a H tq d Z p 59�ULq } QZLLWOOU-z �sO w 0of(rAO WOw FK znw p - �tnl IL o _ ~ w w n 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEETOESCRIPTUN ARCHITECTURAL SHAPES: DRAWN ..9V.,. DATE'. ADE 05105107 OWG#: '.REV.: CWS-159 E ca�E: SHEET 1:1 2 OF 8 QUANEX DURASEAL IG SPACER 1" OVERALL 3116" ANNEALED or TEMPERED 112" AIRSPACE 5/16" LAMINATED 118" ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED PURFECT GLAZE"H" SIKAFLEX 552 Lf 1112" GLASS BITE GLASS TYPE A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • . . ••• •• • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • •• • • • i• ••• •• • ••• • • • • •• • • . • •. . • •• • • • • • ••• of -- - 1" OVERALL 3/16" HEAT STRENGTH or TEMPERED 318" AIRSPACE 7116" LAMI GLASS - 3/16" HEAT STRENGTH --- .090 SENTRY GLASS IONOPLAST INTERLAYER 'i.,..... 3116" HEAT STRENGTH (CM91b l' WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW' IMPACT z 3 Qz0 ❑ - w0 awoa w Zpz mL?U w rw�zF y2x O OI--OQQw00 U f) zCl=cn0- Z O Z _t Q pzoW zOLLZ <�ONO F H 2 Q � rn U trj w QOavjo WOW u-of ZfA W OJtn H CL aOf 0 z~T w'SWul a QUANEX DURASEAL • g PURFECT GLAZE "H" `�� 9 ram••;......:, i a . �G ENS', G.� �. ~ F "•,L� IG SPACER SIKAFLEX 552 .``J0, v; No 58201 :,-P r 1 D�-- -- 112" GLASS SITE # a OF �0. 'STATE cul rl �o z� G=TllE 9/22/2017 LUCAS A. TURNER, P,E. ''.. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS GLASS MAX S12E DRAWN Bv: DATE TYPE W X H ADE 05/05/07 DP +/-55 A 48 X 72 DWG #--REv.: - CWS-159 E DP +/-67.5 B 72 X 7 5SCALE. SHEET 1:1 3 OF 8 1� q SECTION VIEW A -A INTERIOR 2 ALTERNATE FIN FRAME • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• ••• • • • ••• • INTERIOR (� SECTION VIEW B-B WINDOW SYSTEMS 1900 SW 44TH AVE. OCALAA, FLORIDA 34474 WWW,CWS.CC 8300 PVC PICTURE WINDOW IMPACT Q z aZ3: � ow0 Qwoo LL �-w3z�3�x z z=2¢wwoo cc) 8l-u)Ul¢!—=Fcnk 0- n?Uo_ ZoZQ FLLgoOIL >-�O- F 00x>OOww Um)w 0 � D - Oa wax Wn�a of o�v}i a D r M �i No 58201 pt STATE OF y s/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 SHEET DESCRIPTOW SECTION VIEWS DRAWN BV' I DATE: ADE 05/05/07 '.DWG il: IREV.; I CWS-159 E SCALE. SHEET 1:1.33 4 OF 8 PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC 3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC 4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC 5 1 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER 7 P-3352 SET. BLK., 85 DUR., 1/8" x 5/8" x 2" LG. FRANK LOWE RUBBER 8 PURFECT GLAZE "H", SIKAFLEX 552 HENKEL / SIKA SILICONE 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE 10 S-6064 GLZ. BE., FXD. (1" O.A. I.G.) MIKRON PVC 11 GLASS SEE SHEET 3 a I I Ur PVC FRAME FLANGE - H-6006B 718" 10 PVC GLAZEBEAD - S-6064 a 2 718" . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... -- —.._ FRAME CORNER CONSTRUC • • • • • • • • • • • • CORNER WELD (ALL SIDES) • • • • • • • • • SCALE 1:8 •• • • . . • ••• •. ----- 3 1f8' --... .-- 1 112" PVC FRAME FIN - H-6006A )„ 6 SCREW SUPPORT - P-3113 ON ��a�'�(lr�tY�•(�/�' WINDOW SYSTEMS Li J 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWs.CC 8300 PVC PICTURE WINDOW 1 RAOAf r z s 'Z ; owo Qwop w zO�Z o Oa3m u- Hw�Z�-3:g= Z Z=m¢Kwoo 0 ol-o a=Fa U UU7�ZaF-tea U v O a© w Q- 0 Z Z W 'oK L/)f0-1wow � w 0 U) I- z- a p wNo awr of D' u'S'wa) a a Ir a of' N6RE v i'*# No 58201 ;o"'• STATE of ru` ;BONA 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 .IABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 SHEUDESCRFMON - EXTRUSIONS & B.O.M. DRAWN 8v DATE. AIDE 05/05/07 Dwc a REv. CWS-159 E SCALE T SHEET 1:1 50178 W MAX. O.C. (TYP.)- .. -j_ ._--7 6" MAX. (TYP)- -- 6" MAX. (TYP.) 14" MAX O.0 (TYP.) ANCHOR LAYOUT - (FLANGE) DP +/- 55 PSF . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... iTE 2 4., MAX. (TYP.) • ^., g,.M,: 4. (TV1, • �- SLE N*TE•L 4" MAX. (TYP,) • • • • • • • • 8 —}. MAX O.C. INSTALLATION (TYP) ANCHOR (TYP.) •• . . . •• ••• . ••• • . • • .. • • • • • • • • ANCHOR LAYOUT - (FIN) OP +/- 55 PSF . • • • INSTALLATION • ANCHOR(TYR) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114 USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT, LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE. SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 8. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5, INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE.USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 8. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY. 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 8. 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: FMAfAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS'. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 wWw.CWS.Cc '.. 8300 PVC PICTURE WINDOW IIUDA(`T Z dZ'S dwo dwood rzw W Z O ? O� - - I--- 0 dw�>0w3m IL F-w zr-3gx z z=2d=woo 0 OI-O d=Fa 0 U v)I— z o- P o- Z O on-ZF,Un ?�LLO Z - d- 0LL FHOO 0nFOww fIw In w U z— w OJnF- aa �Wo w a � a /z 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION. ANCHOR SCHEDULE & NOTES DRAWN '6v... DA fF '.. ADE 05/05/07 DWG#: iREV.: CWS-159 E -SCALE,SHEET 1:20 60F8 6" MAX. (TYP.) 6" MAX. (TYP.) 7W" - MAX O.C. ('TYP.) ANCHOR LAYOUT - (FLANGE) OP +I- 65 PSF 4" MAX. (TYR)-- OTE 2 4" MAX. (TYP.) -I 8" MAX O.0 ITYP. ) -INSTALLATION ANCHOR(TYP-) . .. . .. ... . . . . . .. . ... .. . . . ... . . . . .. . ••� •i ••• ••• ••• ••• WINDOW SYSTEMS —• 8" Iv>AX.:.C.'�TVI•.) • • • • • • 1900 SW 44TH AVE. • • • • • • •--• SE*. NOTE 2 OCALA, FLORIDA 34474 ••• • • • ••• • WWW.CWS.CC . ... . . . . .. . •• • • • • • ••• •• ANCHOR LAYOUT - (FIN) DP -1- 65 PSF INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED, 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 8. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 8. 6, ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS'. FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS) 8300 PVC PICTURE WINDOW IMPACT Q a Z I- o W 0 w w o b w zoz W--L u- F-WZO3i22 Z ZM2< 0 01,-0 U Urn�Ual=-r~i�a t� z z p^�-Zj� U z (6 Qy3Qy}oFUza- H ooF}='SOS Lll Itn W O wtow a O wF� tLT d a a 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE, NORTH PORT, FL 34288 PH,941.380.1574 SHEET DESCRIPTION: ANCHOR SCHEDULE & NOTES '',ORAWId BY, DATE: ADE 05/05/07 --_.._ _ pWG#: 7REV.: CWS-159 E SCALE: SHEET 1:20 7 OF 8 MIN. EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 114" MAX. SHIM - (- --�-F--- MIN. EDGE DIST, SEE TABLE.1 SUBSTRATE BY OTHERS--� -- - - { SEE TABLE i MIN. EMBEDMENT PERIMETER SEALANT --- SEE TABLE 1 INSTALLATION ANCHOR BYINSTALLER - i SEE TABLE i L E INS DE AND OUT SEALANTBEHIND FLANGE BY INSTALLER !--'14" MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 ul r................... .114" MAX. SHIM SEALANT BEHIND 'FLANGE BY INSTALLER-1PERIMETER lox� SEALANT - MIN. EMBEDMENTBYINSTALLER AND OUT SEE TABLE 1INSIDE SUBSTRATE BY OTHERS SEE TABLE 1 /---i--MIN. EDGE DIST. SEE TABLE 1 SEALANT UNDER SCREW ----/ (A VERTICAL SECTION HEAD BY INSTALLER G TYPICAL SILL ANCHORAGE • •BY OTHERS • • • • • • • GEE TABLE 1 • • MIN, ENGE DIST -•--• '-- • • • • • •SEE 'FABLE 1• • • • • • • •1 14" MAX. QW W-- r / MIN. EDGE DIST. SEE TABLE 1 �- PERIMETER SEALANT BY INSTALLER INSIDE AND OUT ------ SEALANT BEHIND GF SY INSTALL FR B� HORIZONTAL SECTION f' i TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME 1-1/2" E DIST. 1-118" NGE CONCRE IT. (2.0 KSI MIN,) 3116" ITW TAPCON FLAN FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON V 1" FLANGE GROUT -FILLED CMU (ASTM CY90) 3116" ELCO ULTRACON 1-114" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1-3/8" 718" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-318" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10.16 HILTI KW IK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0,060" V16" FLANGE 1l8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THIRD 0.125" 7/16 FIN 2XMIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 7116" --SUBSTRATE 1900 SW 44TH AVE.' BY OTHERS OCALA, FLORIDA 34474 - SEE TABLE t wwwp CWS.CC 8300 PVC WINDOW MINPICTURE �TABLED1 IMPACT SEE f-1 1 �� •-- PERIMETER SEALANT BYINSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 --- --SEALANT BEHIND FIN BY INSTALLER �CC\ HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q Z �} `( Z I- owu dW(-0p W Z Q Z 2 r F 0 LL F>_0w 0�SCO Z Z 2 m Q m W o O O OI-O 0 C=FT O 0En 1--a-I-vd ZN OOD --D- =Z OQow w OC)�K}owv:w Zia o�ulr in o W0 wo�> a ti a cr uj , . Z': No 58201 A STATE OF ».u✓ 9/22/2 7 LUCAS A. TURNER, P.E. FL PE # 58201 _ 1239 JABARA AVE PERIMETER SEALANT z z NORTH PORT, FL 34288 BY INSTALLER INSIDE AND OUT PH. 941-380.1574 HORIZONTAL SECTION_'SHEET - �' BOX FRAME INSTALLATION DESCRIPTION HEAD AND SILL SIMILAR FOR BOX INSTALLATION. INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, bkAWN BY DATE — UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: AIDE 05/05/07 MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG # REV.. INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-159 E PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: T SHEET SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8 PRODUCT APPROVAL NUMBER: 11103.1 OPENING IDENTIFICATIONS:.• :•••:' •••••e ...... 15.SGD .... ' ...... ' .00 • • • •. • goes:• w • • e • . •• • e • Florida Building Code Online Page 1 of 2 • �� { °� ;." Via' w '' ,." R� � ...4�1 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search -iVliCi' product Approval ' USER: Public User r ymri=art A yp��,l Mir--.� > Prnd�ct nr Aoolication Search > gyppliration List > Application Detail Flp FL # FL11103-R4 Application Type Revision i Code Version 2017 r Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Arch ived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Authorized Signature Jay Lathrop jlathrop@cws.cc Technical Representative lay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative lay Lathrop • • Address/Phone/Email 1900 SW 44th Ave. • • • • • • • • Ocala, FL 34474 • • • • 0000 ••• • • • (352) 368-6922 Ext 291 • • • 0000 • jlathrop@cws.cc • • • • • • • • • • • • • • • • • Category Exterior Doors • • • • 0.00 • • • • • • •• Subcategory SliExterior Door Assemblies •ding • • • •• • • • • •• 66090 • • • • • • 0000 • • • • • • Compliance Method Certification Mark or Listing • • • • • • • 0 • • • • • • • •••••• • • Certification Agency Keystone Certifications, Inc. • • • • • • • • • Validated By Steven M. Urich, PE • • So .000 • • N Validation Checklist - Hardcopy Received • • • • • • • • • •• Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Standard AAMA/WDMA/CSA 101/I.S.2/A440-05 ASTM E1886-05 ASTM E1996-05 TAS 201/202/203 Method 1 Option A Year 2005 2005 2005 1994 https://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgttaGslp3 Gvut... 5/30/2019 Florida Building Code Online n Page 2 of 2 C Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products r 04/09/2019 04/11/2019 04/18/2019 F Model, Number or Name .Description 11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. LIMI Msof Use Certification Agency Certificate Approved for use in HVHZ: Yes ^f Approved for use outside HVHZ: Yes 111i 3 R4 C CAC CAS 38 13 7 Ddf Impact Resistant: Yes Design Pressure: +60/-60 __x BAR 138 53?.Duf Other: Large Missile, DP = +/ 60 psf, Max. panel size 4' x Quality Assurance Contract Expiration Date 8'. Config. include OXXO, OXO, OX, XO. Glass complies to 05/29/2021 ASTM E1300-04. Installation Instructions '_ ,., IMP. Hvkiz; o` Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes sack Fig Contact Us :: 7601 Blair Stone Road. Tallahassee FL 32390 phone: R50-487-1R24 The State of Florida is an WEED employer. Copyright 2n07-7013 state of Florida.:: Privacy statement :: AA rsihllimet :: R f nan�yn„�aremn�r 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 click bpcp_. Product Approval Accepts: H 49 Credit Card Safe :•••:• ZZ=•• • •••• • •••••• •••• •••••• • •••• •••• • • •••• see* ••••• • •••••• ••• • ••••• • • • • • • • • • • • • • • • •• • •••••• 0000 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqttaGslp3Gvut... 5/30/2019 URNER ENGINEERING & CONSULTING, INC. 2428 Old Natchez Trace Trl. Camden, TN 38320 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 298D April 8, 2019 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max. with SG Interlayer, 4'x6'8" nominal panel size max. with PVB Interlayer Manufacturer: Custom Window Systems, Inc. 1900 SW 44"' 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 61h Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 2428 Old Natchez Trc Trl, Camden, TN 2) Approval drawing CWS-298D, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3956-1 and -IA, from National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, P.E., and Test Report CWS-021-02-01, from PRI Construction Materials Technologies, Tampa, FL, signed and sealed by Zachary R. Priest, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2008, and ASTM F 1886,11996 2005 4) Supplemental calculations to support CWS-298D, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-298D. Limitations of Use: This product: • • May be used in up to 48 7/8" x 93 1 /2" panel sizes (96" max. door height) with G1dys Type A • • • • • • (SG), and up to 48 7/8" x 77 1/2" panel sizes (80" max. door height) with Glass of " B (P.V13i,• • '. . ... .... with max. glass daylight sizes as shown in CWS-298D • ...... • g p 60 psf Achieves design pressures o +�- •. • • • • • • •••••• • • Is Large Missile Impact Resistant and does not require the use of shutters •.... • •.... • ..... • May be used in the High Velocity Hurricane Zone • • : • % • • • • • • • • • • Glass Type A requires Kuraray (Dupont) SentryGlas Interlayer per Miami-DAde NUA # 17-080l1 2 • • • • • • • Glass Type B requires Kuraray (Dupont) PVB Interlayer per Miami -Dade NcdA•;f�-1114.14 • •. • . . . Requires Quanex (Mikron) white rigid PVC framing per NOA #17-0206.10.. hav; evalua. .ted t ...... material in this NOA and find that it complies with the requirements of the 010 Eta. (:0 l 7) F4ida • : • • • % Building Code for use in this product. 000090 Certification of Independence: 1 do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas Turner 2019-04-08 13:08+19:00 ' \,,`�.�L,IrJf+'h'I fjf No +4 8 i t13 STATE OF IUJOR `�'iis`t0 N A � wN�ivt 4/8/2019 Lucas A. Turner, P. E. FL PE #58201 SLIDING GLASS DOOR - IMPACT 48 7/8' MAX UNIT WIDTH MAX PANEL WIDTH A' 41 3/4" GLASS MAX UNIT OLD HEIGHT SEE CHART 0 x x 0 B B GLASS DLO L, a MAX PANEL ;SEE CHART HEIGHT SEE CHART r C A A 14513116" MAX UNIT WIDTF 48718 I. MAX PANEL WIDTH 413%4" GLASS MAX UNIT DLO HEIGHT ,SEE CHART D 0 MAX PANEL HEIGHT SEE CHART GLASS j DLO II I� SEE CHART TABLE OF CONTENTS GENERAL NOTES & ELEVATI4S.,1 SECTION VIEWS OXXO & GLAZING,,,,,, SECTION VIEWS OXO & XO .... ... ........ 3 EXTRUSIONS & ROM- ........... ........................... 4 ANCHOR SCHEDULE & NOTES * .. .... . 5 INSTALLATION DETAILS ........... .............. 1 6 MAX UNIT WIDTH 48 7/8' MAX PANEL WIDTH 41,3/4" GLASS MAX UNil DLO HEIGHT SEE CHART E MAX UNIT HEIGHT SEECHART I • GENgRALVQTES,_• 0 000 0 :*I.TOHOF- PR:DUC:SIZ)V**4*HEREIN IS&ESIGNEDAND MANUFACTURED TO WINGIOW SYSTEMS COMPLIPWIT14" FL-DRIDAIBUIL[ONG CODE (FBC), CURRENT EDITION AND :• 0 SjATq4.0AM;A0I` USE A W Nt ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE. OCALA, FLORIDA 34474 H R NE (41-1Z) AFI�A�VEFINFD IN A' ;TM E 1996 PER THE cBC. WWW'CwS cc 2. GLAZING DETAIL: (SEE SHEET 2) 0 3%PROVEp%NF�(trATIOV. 'WXVP. ;OXO-, -XO" -OX- 8900 PVC • 1* DR61GN P*E'.W3UfdES: SLIDING GLASS • 0 NfEGATNIE DIESION LOADS 1A3ED ON"WSTED PRESSURE AND GLASS DOOR - IMPACT "rABLES AI'FM Ef1300-04e0'"..* 0 -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300-0401109. 00 0 0 0 0* 000 00 00 5. A&f'jEjTHj $3113j!�TRE!t#I INCREASE HAS NOT BEEN USED IN THE 0 1" S D QN T IS U SEE gET 6 FOR INSTALLATION DETAIL o WkNDO-Oo%D 1WRjbTIQN FACTOR Cd=4.6 WAS USED FOR WOOD ANCHOR 00 CA-CRLATIONS.0 0 000 00 6, PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT RFGt)IRFr,. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8. SERIES,'MODEL DESIGNATION: SGD-8900. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X=OPERABLE SASH, O=FIXED SASH. 'oRE 10, SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. ,,A........w % 11. EXTERNAL WEEP SLOT = V4 t 1"LOCATED 4" FROM BOTH ENDS. : No 56201 Lucas Turner 2019-04-08 13:23+19:00 DESIGN PRESSURE GLAZING CONFIG. MAX. UNIT SIZE MAX. PANEL SIZE IMPACT RATING RATING TYPE (Sht.2) X0 96" x 96" 48-7/8 x 93-1/2" LO 41-3/4" x 86-3/8" S�L .+/-60 I A �) (ALRGE MI SSIL IMPACT IMP — — A oxxo 19 1 - 1 /8" x 96" A X0 96" x 80" 48-7/8 " x 77-1/2" DLO 41-3/4" x 70-1/4" +/-60 PSF B LARGE MISSILE IMPACT OXO 145-13116" x 80"_ B oxxo 191-1/8"x8O" B STATE OF OR /ONAV 4/812019 LUCAS A. TURNER, P.E. FL PE A 58201 2428 Old Natchez Trace TrI Camden, TN 38320 PH. 941380-1574 SHEET DESCRIPf ON GENERAL NOTES AND ELEVATIONS DRAWN BY DATE AIDE 06/03/08 DWG# R FV CWS-298 D SCALE. SHEET 1 :33.33 1 OF 6 24 7 w 1 12 30; '7 ? 4 '23 12, 13 go 0 .... . ...... . '• • • • • • • • WINDOW SYSTEMS'; • • • • • • • ®mD 1900 SW 44TH AVE. • • • • • • OCALA, FLORIDA 34474 U WWW.CWS.CC • 8900 PVC • �o SLIDING GLASS . . • o • • • o •' , • ; •�;- DOOR - IMPACT . .. . ....... . 19; 2� q• • • • • • • • • i SECTION e- - V OVERALL V OVERALL PAIR OF ANCHORS AT EACH CLI SEE SHT 6 FOR SPACING " ---- '- 3'16" TEMPERED -- i--sf16" TEMPERED LJ 3 -- 3f ' AIRSPACE '6" AIRSPACE ❑ 2H 7116" LAMINATED GLASS a ?.7. T16" LAMINATED GLAS `' -� ;t116" ANNEALED GLASS OC1 3116" ANNEALED GLASS wI��', - .090 KURARAV SENTRY - 105 KURARAY PVB . 0;.......... a b GLASS INTERLAYER INTERLAYER : VP.•\'1GEMSF•.; 3'16" ANNEALED GLASS 3116" ANNEALED GLASS J to No 58201 : p a� =* ouANF DURASEAI. OR e XL EU(> (,SPACER D`: STATE OFW a " "fs' �c P,• • '�' w� QUANEX DURASEAL SECTION C-C IG SPACERS PURFECT GLAZE "H" f<f t3_ PURFECT GLAZE'H" FIXED PANEL ATTACHMENT SIKAFLEX 552 �. FIKAFt EX 552 NOTE. INSTALLATION WITH NO SILT. RISER ALLOWED ONLY WHERE 'NATER INFILTRATION RESISTANCE IS NOT REQUIRED, SETTII 11 L 4f 13116" GLASS BITE 1 1r16" GLASS SITE �z 12; 4/812019 LUC:AS A. TURNER. P.E. FL PE # 58201 2428 Old Natchez Trace Trl 4, Camden, TN 38320 PH. 941-380-1574 hhlRII DL`',(]RIPT ON Ir SECTION VIEWS - OXXO AND GLAZING DETAIL DRAWN av "oa.rF- - ADE 06/03/08 t1.3;1 1 1 13 DWG#-. 'REV --_ GLASS T IGLASS TYPE B CWS-298 D SCALE It3.3.1 SHEET 1 2.63 2 OF 6 .. .. . . . .. .. . a , r1 26 1 g 25 • • • ••• • • •• • • • {•• SECTION D-D 5. 18 Ai !, i '24 ' 7 $ i 12 '3Ci 33 (i 24, SECTION E-E wINCAOiN $YSTEt�s �,/ 1900 Sw 44TH AVE. OCALA, FLORIDA 34474 www Cws cc 8900 PVC SLIDING GLASS DOOR - IMPACT a z z3: E- Ow0 W W Z WJ❑ W ZaZ �F-zF u FWZE-3: Z zx2<wwOa O vwn,-z POO- Z a F? gaOLLc? ' 2sa�h�a- 001->>�o2 W 00 r(nawCoW z— a O w1.--0 aMIY of _ , w3:1 a a ofa ��`�PplDRE rrrrT r��. �' No 58201 O;• SWE OF ,e- 1.' S/ONA1- rr�rtrif if if�f` z� 402019 LUCAS A. TURNER, P.E. FL PE. t158201 2428 Old Natchez Trace Tr1 Camden, TN 38320 941-380-1574 SHF ET pESCRIPiON :SECTION VIEWS -OXO AND X01OX DRAWN BY---_---nATF- NOTES; ADE 06/03/08 1. ITEMS NOT SHOWN FOR CLARITY: 10, 26-32 DING#- --'REV- - 2. VERTICAL SECTION CAN 8E SEEN ON SHEET 2. CWS-298 D SCALE_ SHEET 1:2.63 3 OF 6 PARTS LIST ITEM PART NO DESCRIPTION VENDOR MATERIAL 1 H-6042 FRAME, MAIN, SGD MIKRON PVC 2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC 3 S-1722 SUPPORT BLOCK, FIXED, SGD KEYMARK ALUM 4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 5 H-6059 PANEL SIDE RAIL, SGD MIKRON PVC 6 H-6033 PANEL, INTERLOCK, FIXED MIKRON PVC 7 H-6060 PANEL, INTERLOCK, OPERABLE MIKRON PVC 8 H-6061 INTERLOCK, SNAP -ON MIKRON PVC 9 H-6043 ASTRAGAL, SGD, MIKRON PVC 10 P-3142 ROLLER. TANDEM SULLIVAN STEEL 11 P-3342 SEAM SEALER, SM-5504 SCHNEE 12 P-3039 SET. BLOCK, 85 DUR. 1/8" X7/8" X2" FRANK LOWE RUBBER 13 P-3438 SIKAFLEX 552 OR PURFECT GLAZE "H' SIKA/HENKEL 14 P-3429 WSTP., 0.270 X.187, BACK FINSEAL ULTRAFAB 15 P-3539 #8 X 3/4" QUAD PHILIPS, TEK FASTENAL ZINC 16 P-3557 #10 x 2, HEXHEAD, TEK FASTENAL ZINC 17 P-3752 CAP PLUG, 1/2" HOLE M&M NYLON 18 P-3767 #10 X 1" HEX WASHER HEAD, TEK FASTENAL ZINC 19 P-3789 LOCK & HANDLE KIT, PVC, SGD AMESBURY STEEL 20 P-3792 3/4- KEEPER AMESBURY SS 21 P-3793 MORTISE LOCK HS&D SS 22 P4136 #10 x 2, PAN HEAD PHIL, SMS FASTENAL STEEL 23 S-1775 REINFORCEMENT, ALUM., PANEL KEYMARK ALUM 24 H-1993 REINFORCEMENT, ALUM., PANEL KEYMARK ALUM 25 P4295 FIXED PANEL CLIP KEYMARK ALUM 26 S-1597 COVER, FIXED PANEL CLIP KEYMARK PLUM 27 S-1930 PANEL TRACK, ALUMINUM, SGD, SILL KEYMARK ALUM 28 S-1726 REINFORCEMENT, ASTRAGAL. SGD KEYMARK ALUM 29 S-1737 HIGHRISE SILL, ALUMINUM KEYMARK ALUM 30 S-6037 GLAZING BEAD 1.00", SGD MIKRON PVC 31 S-6041 TRACK, SCREEN, SGD MIKRON PVC 32 S-6046 SUPPORT WELD. SGD MIKRON PVC 33 GLASS (SEE SHEET 2) 34 H-6044 SCREEN CHANNEL MIKRON PVC 35 S-R45 SCREEEN ADAPTOR MIKRON PVC 36 P4278 WSTP., 0.2" X 1.25" DUST PLUG ULTRAFAB 37 S-1764 SILL THRESHOLD COVER (8900) KEYMARK ALUM 38 P-4366 WSTP., 1" X7.1" X0.7" DUST PLUG ULTRAFAB 39 P-3302 WSTP., 0.330" X0.187" BACK FIN ULTRAFAB 40 P-4479 WEEP HOLE COVER SULLIVAN ji -- - 5 1h%16' 7/A 0 9 0 - ... .... ilR:!" 178" �dME]E= D Ell I} PVC OUTER FRAME 6042 • • • • REIyF' • 1911 • • • • • • IL • • • • • • • • • • • 1 7/8- - t 'ilA„ • • • • �-,ir' - • • • 17 04' • • • 000 • • • • • • • 3 911 fi" 3 9f16" • • •9Jt•" • • • • _ _ t�,. • • • • • • • PVC PNL INTERLOCK 6060 PVC PNL LOCKSTILE - 6059 PVC PNL INTERLOCK - 5033 2" 8, 25 33116" 1l16" 31/16" It v i1/8, D 1 PVC INTERLOCK SNAP - 6061 FIXED PNL CLIP-4295 --- 2 1 PIC' --I 2 1116" I I' zel 2 518" 1fi6" 1- FIXED PNL COVER - 1597 -- 3T I , 1/2" 1 1176" t 3l4" V16" ROU_ER TRACK - 1930 1 SILL THRESH COVER 1764 PVC SCREEN ADAPTOR - 6045 21116" -- � 34� 1 !4'\ 1M t !- .. VIE" I 1i16" r PVC SCREEN CHANNEL 6044 aVC TRACK FILLER - 6040 FIXED PNL SUPPORT - 1722 ooL�. r�o PVC ASTRAGAL - 6043 REINF. - 1726 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. • [!AMC CONSTRUCTION FRAME CORNI RS SCREWED TOGETHER 1 10 =NT CONSTRUCTION VENTS FULLY WELDED 1:1.0 - 1 t - 73 Z 130 F" f_ 1 REINF. - 1775 HIGHRISE - 1737 3/4" _ __- 2" i 32 - t/t6" PVC WEI...D St. PPORT - 6046 PVC GLAZING BEAD - 6037 51A" I U U-3T, t t�l llll PVC SCREEN TRACK - 6C41 2stTEHcsd !. 1900 SW 44'TH AVE. OCALA, FLORIDA 34474 WWW.CVJS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT S z ¢Zo H wo <1-OW W Z w ZZ oTLZN r t-w ZO�2m 21 Z Z=2dxwoo O 0U)�- �r~na O Z- D Z r-:- - D N Z Op UU1 DU- p9"o Q a'�>NU-�vi W pCoW00WOLL nw a p jo - O w1-0 wQI>- a a of I 4/812019 LUCAS A. TURNER P.E. FL PE # 58201 2428 Old Natchez Trace Trl Camden. TN 38320 PH.941-380-1574 - SHEET VESCRIffON BOM AND EXTRUSIONS DRAWN Fly nATF ADE 06/03/08 DVlG k. RFV CWS-298 D SCALE SHEET 1',2 4 OF 6 �4.:. ... . • • ... 6" MAX... 12' MAX O.C. I • • • • • TYP-I'YP • �.. • I ( I _ 6" MAX. (TYP} 16" MAX. Or - GLASS TYPE A 13' MAX O.G. GLASS TYPE B i • • • •• ••• ••• •• • • • • ••• •• � C:D NOTES: 11. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD, 2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK -0 BE 114". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. i 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. '. 4. ALL INSTALLATION ANCI IORS MUST BE MADE OF OR PROTECTED WITII A CORROSION RES STANT MATERIAL OR COATING. DISSIMILAR METAL..' OR MATERIALS IN CONTACT WITI I PRESSURE TREATED WOOD MUST DE PROTECTED TO PREVENT REACTION. i 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. i 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED. INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETVJFEN THE PRODUCT AND SUBSTRATE, E7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALI_ FASTENERS: 2" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET 1'HE MINIMUM STRENGTH REQUIREMENT "SAS SHOWN IN TABLE 1, SHEET 13. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. i 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}, FMAIWDMA 250(BOXWINDOWS), FMAIAAMA/WDMA 300(EXTERIOR DOORS). v WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT c z 3 az� pwo QhOD z .10 w zoz x� —L z z=2QmwoO O O I-- O 0 `T M I- a' aq z w pp�.rWQ a p w�0 (LM > _ cc w w m (L ° of a 5$201 ••'�'A �Ot STATE Of a �;,��5 • COB 1 Cl p •'\�� ONA t�,;�`� 4/8/2019 LUCAS A. "TURNER, P.E. FL PE # 58201 2428 Old Natchez Trace Trl Camden, TN 38320 PH. 941-380-1574 SWEET C>E3CF21PT()N ANCHOR SCHEDULE AND NOTES riaAWN Rv DATE.. ADE 06/03/08 DWG 9, REV_._ CWS-298 D SCALE- SHEET 1:20 5 OF 6 SUBSTRATE BY OTHERS--- SEE TABLET PERIMETER SEALANT- BYINSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT DO NOT COVER WEEP HOLES SUBSTRATE BY OTHERS SEE TABLE 1 SEALANT UNDER SCREW - HEAD BY INSTALLER TYPICAL HEAD ANCHORAGE .,M N_ A , VERTICAL SECTION 6, / TYPICAL SILL ANCHORAGE N EDGE DIST E TABLE 1 1 N. EMBEDMENT _F TABLE 1 i 114" MAX SHIM INTERIOR -- SEALANT BETWEEN SILL RISER AND FRAME BYINSTALLER T MIN. EMBEDMENT SEE TABLE 1 1 MIN, EDGE DIST, SEE TABLE1 • • 000 • • • • • • •• •• • • • •• •• • • • • • • • • • : -� _ 1!4" MAX. SHIM • • • • • • • T ORI J • i R • • • • •- --- --- MIN.. EMBEDMENT • SEE TABLE 1 • • • ••• • • • • • • • 2 7/16," MIN. i MIN, EDGE DIST. / SEE TABLE 1 ERIMET'ER SEALANTBY INSTALLER -- INSIDE AND OUT .- SUBSTRATE BY OTHERS SEE TABLE I B HORIZONTAL SECTION . 6 / TYPICAL. JAMB ANCHORAGE • ••• • • • • •• TABLE 1: APPROVED INSTALLATION FASTENERS UBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. " - 2.0 KSI MIN.) 306" ITW TAPCON CONCRETE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3116' ITW TAPCON 1" " HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1t2" 2XMIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON 1-3/8" 1" 2XMIN. SOUTHERN PINE'. tG=0-55) #10 WOOD SCREW 1-3?8" 1" 16 GAUGE (3.060") MIN. STEEL STUD #10-16 HILT! KWIK-FLEXOR ITW FULL THREAD (33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0.060" 1/8" ALUM I6063 T5 MIN.) OR 410 GRADE 5 SELF -TAPPING f FULL THREAD 118" STEEL 133 KSI MIN.) DRILLING SCREW THRU 0.125" T'6" FIXED PANEL. CLIP ANCHORS INTO. CONCRETE. (2.0 KSI MIN.) OR 3116" ITW TAPCON 1" HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) FIXED PANEL CLIP ANCHORS INTO: CONCRETE (2.85 KSI MIN.) OR 3/16' ELCO ULTRACON 1-1/4" 2-1/2" HOLLOW OR GROUT -FILLED CMU (ASTM C-90) WINDOW SYSTEMS 1900 SW 44TH AVE, OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT Q z aZ� E= owo OwOo w zOz rfr-z o ¢0 0ofi�m L I-W ZF3:2= z zxzi¢wwoo 0 00E-Za--wa- 0 Z--?F-Drf) ¢ Zow F._.<<ap0,C1 ¢ .0 px0= 2 F Z Er w 0C)0, �w D u w p_jwI- a rr _ ~w w�wN -- INSTAI..LATIONANCHOR SEE TABLE i .��•p�DREwfT�� 'w. .,� pz?."'S C E. N "p 4 R "•.'/�� TWO ANCHORS PER j4 FIXED CLIP THROUGH No 58201 : P 5 PRE-DRI-LED HOLES ---.--__ 114" MAX. SHIM :it z '�9 ; STATE OF 4e: - FIXED PANEL. MIN, EMBEDMENT O'. ��"�'•.G SEE TABLE 1 OR y`f?A•\� •� FIXED PANEL EDGE DIS- \ 12' qrl SEE TABLE 1 t7 7/811!' Q MAX. O C_ > FIXED PANEL CLIP I �n CLIP ANCHORS MUST 7 IL JI BE LOCATED A MINIMUM o DISTANCE OF 3" AWAY �� FROM AN" MAIN FRAME ANCHOR INSTALLATION ----- j -- ANCHOR(TYPI HORIZONTAL.SECTIDN FIXED PANEL CLIP DETAIL .6 FIXED PANEL ANCHORAGE NOTE: FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE, MIN. EMBEDMENT AND MIN. EDGE DISTANCE LISTED IN TABLE 1. 4/8/2019 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trace Tri Camden, IN 38320 PH.941-380-1574 SHEET DESCRIPT'!)N'. GENERAL NOTES AND ELEVATIONS DRAWN BY DATE - ADE 06/03/08 DWG#..-_ .RfiV... C W S-298 D SCALE-- SHEET 1:2.67 6 OF 6 PRODUCT APPROVAL NUMBER: 9520.1 :.•. OPENING IDENTIFICATIONS" ...... BETWEEN 3-14 .... ...... Florida Building Code Online https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... T4 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search a ` Product Approval b _ USER: Public User aroduct Approval =enu > Pr_ouct or Ao:Acation Search > ApplicabonList > Application Detail FL # CApproved 520-R7 Application Type ision i Code Version 7 Application Status r Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop • • •; • Address/Phone/Email 1900 SW 44th Ave • • ' Ocala, FL 34474 • • • • : • • • • (352) 368-6922 Ext291 •••••• ' • •••• jlathrop@cws.cc • Quality Assurance Representative Arturo Monteverde • • • • • • •' Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 • • • • . • • • • • (352)368-6922 Ext221 •• •• •• amonteverde@cws.cc • • • • • • • Category Windows • • • Subcategory Mullions •• • •""• 0000 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2030 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL9520_ R7_COI,,.EvalReport836B.pdf Standard AAMA 450-10 ASTM E1886-05 ASTM E1996-09 PA TAS 201/202/203 Year 2010 2005 2009 1994 1 of 3 7/29/2020, 2:41 PM Florida Building Code Online http s : //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGE V XQw... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect _, n _. Method 1 Option D 09/29/2017 10/02/2017 10/05/2017 12/12/2017 FL Model, Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9520 :�; II_ C`Aia 836B.p1'- Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL9520 R7 ?E Eva ce;:c tS 66,paf and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. 9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal &Vertical,4Fin & Flange applications. (IMPACT) : • • • • • Limits of Use Installation Instructions • • • • i • • • • Approved for use in HVHZ: Yes _952 K-7 .y S 3 B�f ••• •••••• • Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner�� Od Impact Resistant: Yes Created by Independent Thi0d"Ft9!Yes • i Design Pressure: N/A Evaluation Reports • • • • • • • • • Other: Large Missile Impact; See Installation Instructions FI 9520 �r AE c pup _ !7� •;• • • • • • • • + and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes • Conditions of Use. • • : • • f • • • i 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Howitsntal4& Vertical, FM & Flange applications. (IMPACT) w •• • • Limits of Use Installation Instructions • • • • • • Approved for use in HVHZ: Yes FL9520 p=,_ • • • Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 • w • • • Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL9520 �Z>_ AE EvaiQeD `839B,D_±f and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. ;Bads'': INext� 2 of 3 7/29/2020, 2:41 PM Florida Building Code Online https://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQw... 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 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 71-7 ,. ® e;nerr Credit Card Safe Y ...... ...... • • • YYYY • .... ...... Y Y Y f f Y • ffYYYf Y YYY YYeY • • f YYY YfYY fYeff • f Y YYYfY Yff • YYYfY • f YYYfY • • • • • • eYYYff • e ff • • • YY e see eeYfYe 00 f Y Y f Y • • • •eff 3 of 3 7/29/2020, 2:41 PM ` URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 836B September 26, 2017 Product Description: PVC 3" Mullion H-1758 Manufacturer: Custom Window Systems, Inc. 1900 SW 441h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6th Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-83613, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3833-1, AA, -2, -2A, -3, and -3A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/05, ASTM E 1996- 04/06/09, and AAMA 450-06 4) Supplemental Calcs. to support CWS-83613, signed and sealed by Lucas A. Turner, P.E. • • • • • • Installation: Units must be installed according to approval document CWS-83613. • • • • •' Limitations of Use: This product: • • • "' "' • • May be used up to the sizes and design pressures as shown in CWS-836B, using "A; s as shgWi6in ; • • •' ; CWS-836B • .... .... ..... • Is Large Missile Impact Resistant and does not require the use of shutters ..... ...... ... • • May be used in the High Velocity Hurricane Zone 000000 • May only be used with Custom Window System, Inc. windows, please see segliaj0 Individual' •. window unit approvals for applicable design pressures and for more details. The lo%ter of Woo • individual window design pressures and the mullion design pressures shall appl+y�to she ent%;,, ; • • • •; 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. Lucas v N. 582 l . P 9/26/2017 Turner Lucas A. Turner, P.E. 2017-09-28 9.: A .' FL PE #58201 07:30+20:00 - Z �";I IO N A� ►�� ANCHOR CLIP - . . ... . . . ... .. .. . . . .. .. . . . ... . . . . .. . GENERAL NOTES:=.� //// 3" PVC MULL BAR -LARGE MISSILE IMPACT • • ,'rt{E �I�q'pUCT $HOi1VNA1EREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH YY1Nppyy SYSTEMS �!1`�LI��/�( SHOWN wJDIFFERENT OPTIONS • • • • • • • •THE FIroRIDA BUILDINGICODE (FBC), CURRENT EDITION INCLUDING THE HIGH • VELOCITY HURRO ONE OI,t (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL ', 1900 SW 44TH AVE. • • • • D•IMP�CT USE A$p&FINFj7 IN ASTM E 1996 PER THE FBC. OCALA, FLORIDA 34474 • • • • • WWW.CWS.CC 2. CONFIGURATIONS (SEE SHEETS 2-3): VERTICAL OR HORIZONTAL. - ---- 3,t ESE MMULLIC &',RT �R MAX, DESIGN PRESSURES AND LENGTH, p g 3" PVC \ • • • MULL BAR i \ �, • • • • • ♦ AVCHO4RAG0RTHE 33 1(1Y STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT i • • • • • • • • DESIGN OF 114VR�g-11J, SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD bUR^Iot F R d 1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. � z ¢ s o w 0 Cn w O j Q�O 6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER w OLL z Q z lY - z h O Co - - - - - - DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS, H w Z � 2 K - - - - - - - - - ----------ANCHOR CLIP Z 0 Z 2'2 Q w O O 0 O m 7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT 1- Lj a¢ � d APPLYONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE Q ZO - U Z � U 0 0 P O Q --LLg0OLLZ � I 8. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY w 2 ¢ O � z - APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY w (K y o O K REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, W U- u) 00 LU 0 w 0;1 10 9 9 ANCHOR CLIP-- EXAMPLE HORIZIMERT. MULLION FOR SECTION VIEW ONLY TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ............ .1 DP CHARTS. ................................................ 2-3 BOM & EXTRUSIONS....................................A EXTRUSIONS ...... - ............ .. ...-....................5 SECTION VIEWS ............ .................. ---- ...6-7 CONFIGURATIONS & ANCHOR NOTES- .....8 INSTALLATION DETAILS. ............ -.9-10 BUILDING OWNER OR CONTRACTOR,, a z y D_ a 0- Co 0 w 0 a =T >- 9. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS a a Uj 3: wa w 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 BE MULLED INDEFINITELY AS AS THE SINGLE W MAY LONG UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, MULLIONS ARE ANCHORED AS ��.��PNoRE CE NgF AND cun�n�u uccow i •2n8 +. '.. 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 O X 4 4 AN("'W jR CLIP EXAMPLE VERTICAL MULLION FOR VC WINDOWS FOR SECTION VIEWS ONLY Lucas Turner 2017-09-28 07:12+20:00 r� 9/20/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION GENERAL NOTES AND ELEVATIONS DRAWN BY: DATE: ADE 09/27/12 DWG#: REV..__. _ CWS-836 B 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) #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 'n.) • • • • • • 39 1 45 51 57 63 69 75 3/8 81 87 9 . • %W • 60763/8 0 119 0120 126 132 138 145 318 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 O.D 8 0 •80 80.0 80.E 80.0 80.0 80.0 80.0 _ ci 42 3/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 88.0 • 40.0 ✓ 0.0 80.0 0.0 80.0 80.0 80.0 80.0 = 48 314 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 53118 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 z w 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 • tl(60 • 80.0 • 80.0 • 6J(! 65.0 65.0 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 76.6 • 7 500 65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 •6W •68 M65.e 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 6 • R53. • • 72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 DP CHART IS FOR: NON -INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END): 1522 CLIPS • 4 /16" ITW TAPCONS or ELGO ULTRACONS INTO SOLID CONCRFTF or WOOD (4)TIMU t5LUk,IN )esign 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 pereach end of mullion. HOLLOW or GROUT -FILLED BLOCK require 1/4" ELCO ULTRACONS, OPENING SIZE (in.) 39 1 45 1 51 1 57 1 63 1 69 1 75 318 1 81 1 87 1 93 1 99 1 107 318 1 114 1 120 1 126 1 132 1 138 1 145 318 c 42 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 = 48 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53 1/8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 z 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 LU 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 i 68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 72 1 65.0 1 65.0 1 65.0 1 65.0 1 65.0 1 65.0 1 65.0 1 64.9 UP 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) 3116" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD (6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK TWIN TRIPLE VERTICAL MULLION VERTICAL MULLION 1 x = z z w W J W � j J F-- OPENING SIZE -+I OPENING SIZE I I -- TRANSOM OVER TWIN VERTICAL MULLION TRANSOM OVER TRIPLE VERTICAL MULLION OPENING SIZE --� --� OPENING SIZE F- TWIN HORIZONTAL MULI. KIN I W Z Z a 0 4 - MULL LENGTH -+i -- WINDOW SYSTEMS; 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 3" PVC MULL BAR IMPACT az-w_,oQ� z '01w oz0u§-QM5m W --WzF 3M_ O 0F=04Qw00 U 0 F- Z 0- >_ N Z U 0 0 W z rr ;E < I_ 0 - U 0 vi w n nwwowinw a ?F O WI-0 wQ w , n_ M 0. 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 9126/2017 INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. LUCAS A. TURNER, P.E. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED FL PE # 58201 TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JABARA AVE. NORTH PORT, FL 34288 TRIPLE TWNrrRPLE : PH.941-380-1574 HORIZONTAL VULLION HORIZONTA:_ MULLION _ SHEET DESCRIPTION: F DP CHARTS NON -INTERSECTED ._. OPENING MULLS SIZE DRAWN BY: DATE_ z ADE 09/27/12 !. Z DWG# !REV.: o CWS-836 B f .: - -MULL LENGTH --= MULLLENGTH � SCALE: SHEET 1:1 2 OF 10 . . ... . . . ... . . ... . . . . .. . Design Pressure Chart (PSF) for INTERSECTED Impact PVC 3" Mullion H-1758, with 1522 clips using four (4) #10 Screws into WOOD or METAL or 3/16" 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. OPENING SIZE i .) • • • • • • • • 39 45 51 57 63 69 75 318 81 87 93 •99• 11 . 3• 114 .110 0 0 126 132 138 145 318 37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.00 i0.s �.0• 0 50.0 • 0 50.0 50.0 50.0 50.0 _ c 42 314 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50. 5 .0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 = 48 3/4 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 53118 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 w 57 50.0 50.0 %0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 • SO.L• .0 • 5Q 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 50.0 50.0 • 50AP • % 0• 0 5!!.0 • 50.11 49.4 47.3 68 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 0. 0• • 42.8 47.6 • 72 so.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 • 50.(* 45!4 • 44.0 75.375 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 46.8 44.0 40.0 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 TWINfTRIPLE HORIZONTAL MULLION VERTICAL MULLION w z ISINGLEI TWIN a OR p ITRIPLE1 UNITS L_I { LII (BELOW I I 4+-- OPENING SIZE - ---� F�--- MULL LENGTH _ 41 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. WINDOW SYSTEMS L� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS,CC 3" PVC MULL BAR IMPACT 5 z `rzp E 0w0 QFO� O§ Z W J zZ o 00 z LL �wZI-3�m x z zM2<MWOO O OI-O ¢MF rY O Urq l-z D-F-tn D. 0 ZO-ZI-D0 ¢ F--LL20OLLZ r a�OW-MO_ ry 00�>-5 lu a LLfnW NJX Z-O LLd=(n>_0 w0 �a�at- pSORE W �G�-' SCE Ng�•.;Py'. `� No 58201 .- O5 STATE OF i4d, rpa�"nn,V '�_" �Z_ 9/26/2017 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 bRAWNBV: .DATE - ADE 09/27/12 CWS-836 B SCALE. SHEET 1:1 3OF10 ITEM PART # DESCRIPTION 1 H-1758 1 3/8" x 3" MULLION TUBE 2 #10 OR #12 HEX WASHER HEAD TEK SCREW '(see note below) 3 #10 x 1 112", PANHEAD PHILIPS ZINC 4 #10 FLAT WASHER 7 S-1897 MULLION CLIP 8 SEALP NT 9 1 S-1895 I DRIP CAP 10 1 S-1896 IFLANGE 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 'USE WOOD SCREW SIZE (#10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUME j 1 3!i—1 112" 11f16" 112- t� �-� 1 1/a" 10 T 1 1l16" DRIP CAP S-189.5 MULLION INTERIOR COVER S-6018 FLANGE ADAPTER S-1896 '-"- 1 31P" -. 13116' TOP VIEW 2 13116' --- 2 1116" - -- --- 1 3/16" 118" 3" MULLBAR H-1758 MULLION CLIP S-1897 SCORE, BEND AND BREAK '\h\ 'TA TO REMOVE FIN FOR FRAME \ j ATTACHEMENT TO MULL BAR TYP. FIN FRAME 3:1 VT NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. -INE ITEMS NOT USED: 5-6. 12 - 1 7116" i 0.,,114'. (TYP) . . ... . . . . .. . •• • • • •• • • • • • • • • •• • • • • ••• •• • 1 7116' I 2 1/4" 4...._ 4 718' __ -----� F- 1522 - 013 NEW CONSTRUCTION I FIN INSTALLATION FRAME TYPE OPENING T" MULLBAR CLIP (F-1522-XXX) "L" MULLBAR CLIP (F-1767-XXX) • F� At�GFy NEW F-15 -013 F-1767-001 F-1767-001 RETRO F-1522-006 • NEW F-1767-004(L&R) Fl1 • RETRO F-1522-013 F-1767-004(L&R) NEW NOT RECOMMENDED F-1767-001 BOX • • • • • 9132" 1 1 I116" 4 118" tI 618" 1 - 7116" -"�---- 7116" I 1 31P,Q t. Z 211161, 1 11/16" '.1 118 1 3/8" C T -- 5) 2 3116" i_ 4 7/8"— - F-1522.006 RETRO! FLANGE CLIP (O"Nomis. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC ', 3" PVC MULL BAR IMPACT 5 z ❑w Qz�o0 1w0Z wJ❑ Zwzoo mQOX u- -w z�3: m O Oti00< L) 0(n-zn- Z OZ =_Zj0� -zoV) ow-mo- W Wo 00 �� m o w w W ma Owu)E- CL Ix O wF-0 wox>- (L t0. h d � 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH,941-380-1574 SHEET DESCRIP710N BOM AND EXTRUSIONS DRAWNBV: DATE: AIDE 09/27/12 DWG#REV,. CWS-836 B scA E: SHEET 1:2 4 OF 10 "L" ANGLE 3" MULL CLIP, FIN (LEFT) F-1767-004L OUTSIDE • • ••• • • • • ••• T" MULLBAR CLIP "L" MULLBAR CLIP FRAME TYPE OPENING (F-1522-XXX) (F-1767-XXX) • FLAtE: NEW F-1522-013 F-1767-001 RETRO F-1522-006 F-1767-001 • •Mtq • NEW F-1522-013 F-1767-004(L&R) RETRO F-1522-013 F-1767-004(L&R) NEW NOTRECOMMENDED F-1767-001 BOX RETRO F-1522-006 F-1767-001 • • • s . .. • • . . . •.. .• 04 "L" ANGLE 3" MULL CLIP, FIN (RIGHT) F-1767.004R 23W 1518. T 314"; 2 Rib" 7116" THRU (TYP) 114" THRU (TYP) 112" OUTSIDE 1 3" "L" ANGLE 3" STANDARD MULL CLIP - F-1767.001 WINDOW SYSTEMS IIIlllll��////IIII 1900 SW 44TH AVE, OCALA, FLORIDA 34474 www,CWS,CC 3" PVC MULL BAR IMPACT Q z s <,f F ow0 Qw0 w zOZ tr�ZF LL F-w ZF-3:21 Z Z2m6Rwoo O O�Otjn- OZ � Z Z 5 U — UU01 - <�0wOdOZ Zvi w 0 0�to0wU)w a O�m� af =~0, �It wu' a - a of D E NjF':;P,i'. No 58201 -o 0�.. STATE OF -;kiWd O� X� 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380.1574 SHEET DESCRIPTION: EXTRUSIONS ADE 09/27/12 VG# CWS-836 B --- 'ALE: —_. SHEET 1:2 5 OF 10 SEAL BEHIND FLANGE PRIOR TO ATTACHING TO MULLION SEAL BEHIND FLANGL:. PRIOR TO ATTACHING TO MULLION 9- FIN MUST BE REMOVED - WHERE WINDOWS CONNECT TO MULL 7 HORIZONTAL MULL BAR SECTION (::AA" 8:A ' HORIZONTAL MULL BAR_SECTION_. L FLANGE FRAME WINDOW FIN FRAME WINDOW FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL O a o SEAL BEHIND FLANGE—'' 10 (SEE DETAIL B) SEAL BEHIND FLANGE 10 (SEE DETAIL B) PRIOR TO ATTACHING PRIOR TO ATTACHING TO MULLION TO MULLION ��e VERTICAL MULL BAR SECTION B VERTICAL MULL BAR SECTION _ �,IFLANGE FRAME WINDOW FIN FRAME WINDOW • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••• • • ••• . APPLY Ay,�W 5 A N FC LENGjI L F ND GROOVE PRIOR O 9i ALAI CON A_ VERTICALIHORIZONTAL MULL BAR SECTION_ 6, BOX FRAME INDOW APPLY SEALANT ALONG FULL ----- LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP ADAPTOR U ---I`ll II �' DETAIL A APPLY SEALANT ALONG FULL. - - LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING FLANGE ADAPTOR f DETAIL B aVLY/VuIJIJV-m WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 301 PVC MULL BAR IMPACT I- QZ3: OWO 4jjw--pn W ZOZ W=f=L O F-WZOy2S U Or=-O¢dw00 Utn F-Zd'I=-Na U oo�z a p w wl=-O a=g} = It w�w� a h a � a O R { �'� �;�ONA� E��• !1!y)11R111:� 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ,Hf2ET DESCRIPTION: SECTION VIEWS MULLS )RAWNBY ---'DATE.. -- AIDE 09/27/12 CWS-836 B SCALE: SHEET 1:2 6OF10 SF; n ) : L 1 TOP VIEW FIN FRAME 5" MULLBAR (H-1760) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) , I SEE NOTE 1 1 11, MAX. EDGE DISTANCE I. �. _I ri I I U 19 SEE NOTES 1 & 2 (1 EA.ICLIP) SEE NOTE 4 5" HORIZ TO 3" VERT. MULLBAR SECTION `7 FLANGE FRAME WINDOW SEE NOTE 4 U �C 44" HORIZ. TO 3" VERT. MULLBAR SECTION 7-% FLANGE FRA E WINDOW .... . ...... . . . . . . . . . . . a) SECTION VIEW A -A ' WINDOW SYSTEM S 1900 SW 44TH AVE. OCALA, FLORIDA 34474 '.. WWW.CWS.CC 3" PVC MULL BAR IMPACT 5 z az� z woo a�oo w ZOZ LL F-W ZF-3:22 Z ZM2<ww00 OU UOFUI-Za4-O =F�FD- � zo Z_j ZF3y 4 OZUUZn0U Q�OWOm0Z �g �- Z w o0rj }U)0161Ow _ ~� W3w0 x 0 - - a a 4"MULLBAR(TEAP) � Fk"__ -L. iu (SEE SEPARATE APPROVAL FOR ,�� Ja"hpyii APPROPRIATE DP CHARTS) � -T. 11116• MAX. EDGE DISTANCE SEE NOTES 1 & 2 (1 EA.ICLIP) o r.Gp?.y\UEN., �'A w' No 58201 QD 9: STATE1. SEE NOTE 1 7 t- 1 i116 MAX. EDGE DISTANCE �iO'��CS,'� < 0 R 1 .,110 .ON A (199 SEE NOTES I & 2 `7 � (1. EA.ICLIP) SEE NOTE 4 C ',. 9/26/2017 C _3" HORIZ. TO 3" VERT. MULLBAR SECTION LUCAS A. TURNER, P.E E 7 j FLANGE FRAME W� �I, FL. PE # 58201 '.. 1239 JABARA AVE. NORTH PORT, FL 34288 NOTES: PH. 941-380-1574 1, SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19 (OTY 1) AND 20 (OTY 1), As SHEET DESCRIPTION: SHOWN ABOVE. SECTION VIEWS 2. PRE -DRILLED HOLES (THRU FIN CLIP 1897), BY THE INSTALLER, MULL INTERSECTIONS . MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF 9132" AND A MINIMUM CENTER TO CENTER SPACING OF 112". DRAWN BY DATES 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, AUE 09/27/12 REGARDLESS OF ORIENTATION (i.e., HORIZONTAL OR VERTICAL). THE FULL LENGTH DWGW: I REV.: MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL. '., CWS-836 B '.. 4, INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SCALE: SHEET CLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL. 1:2 7 OF 10 2 VERTICAL MULLION x z w L II --- OPENINGSIZE----� TWIN HORIZONTAL MULLION I-- MULL LENGTH ----I TRIPLE VERTICAL MULLION OPENING SIZE �- TRIPLE HORIZONTAL MULLION OPENING SIZE w rn Z -- z a O_ _ ----MULLLENGTH - MULL TRANSOM OVER TWIN VERTICAL MULLION I_ i I---- OPENING SIZE --I TWINITRIPLE HORIZONTAL MULLION I z w . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • TRANSONT(:VER *RIF:E • VERTICAL MtII fl0M --1 OPENING SIZE �- NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN • • OMPIGURATION IS SirIOWN IN BOLD. •�. AN IRTERSMTT@D WJLI•BAR HAS OTHER MULL Vk(• • 1HROUGHTT�$ USF•••OF•M(ULLO AWN RICLIIPS, AN) • MTERSECTLiliWUl,0R 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 TWINITRIPLE VERTICAL MULLION w c1 �SINGLE� w w TWIN OR D O ITRIPLE1 g _ _ _ — _ _ I UNITS j iBELOW I+---- OPENING SIZE MULL LENGTH_« NOTES: 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 TABLET, 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), FMAANDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT g z 3 ¢z3: W z -wo o < i--' W w zoz 0�tzzW o I--w z�3gx z zxmaxwp0 O OI-O 0 <M-W z CIO:) --no- < z1'20p z Y Q�OW-20_ w a On�a oww�w aza =zo5w O w1-0 =wZ'a>- o'*"v40REtN T*, 0' + �• Op G E N j pr+� No 58201 V . ; O~ STATE OF ;,W y z� 9/26/2017 LUCAS A. TURNER, P.E. FL. PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTIt7N. CONFIGURATIONS AND ANCHORAGE NOTES DRAWNBY: '.DATE: ADE 09/27/12 DWG#REV.: CWS-836 B scALE: SHEET 1:1 8 OF 10 RETRO FIT MULL BAR CLIP ----- MULL BAR - INSTALLATION ANCHOR SEE TABLE 1 SEALANT ALONG --' -ADD STRUCTURAL ELEMENTS OUTSIDE EXPOSED ._ _ - AS REQ'D TO MAKE LEVEL FOR EDGE BY INSTALLER MULL BAR PERIMETER SEALANT ----- BYINSTALLER MIN. EMBEDMENT INSIDE AND OUT SEE TABLE i SUBSTRATE BY OTHERS ----- --� SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 0 VERTICAL SECTION _ 9 TYPICAL FLANGE (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION TABLE 1: APPROVED MULL CLIP INSTALLATION FASTENERS SUBSTRATETYPE ANCHOR TYPE MIN, EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3116" iTW TAPCON 85 KSI MIN, 3/16" ELCO ULTRACON 3!4" HOLLOW or GROUT -FILLED CMU (ASTM C-90) 1/4" ELCO ULTRACON 1-1/4" 2" 3116" FIW TAPCON 2X MIN. SOUTHERN PINE (G=0.55) 1 3/8' 7M' OR ELCO ULTRACON 2X MIN, SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-318" Ira" 16 GAUGE (0.060") MIN. STEEL STUD #10-16 HILTI KW N6FLEX OR FTW FULL THREAD (33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0.060" 7116" 1/8" ALUM. (6063-T5 MIN.) OR #10 GRADE 5 SELF -TAPPING I FULL THREAD 1/8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16„ • • • • • • • • • • • • • • • • • • • • • . ... . . . . .. . • • -- "C ANGLlMULI;BA; l;Ml • • • TWO REO'D PER EACH END OF MULL -MULL BAR - - INSTALLATION ANCHOR SEE TABLE 1 SEALANT ALONG---- ----- ADD STRUCTURAL ELEMENTS OUTSIDE EXPOSED _ AS REQ'D TO MAKE LEVEL FOR EDGE BY INSTALLER MULL BAR - f PERIMETER SEALANT ---- BYINSTALLER MIN. EMBEDMENT INSIDE AND OUT SEE TABLE i SUBSTRATE BY OTHERS - -- -----1 SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 VERTICAL SECTION {E� 9 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 318" 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, WINDOW SYSTEMS Ill II%//1 1900 SW 44TH AVE. '.. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPArT g Z ;�: aZp Z W 7 W O 12 W ZOZ ct'=-I- LL O I-w�ZO�m= O O�Oa¢w00 z 00D -Dw N T C ¢— � w-m�O0? < Zca0 vi�QU)oU)wW Qn z�W 0�U)I- Lou.0 wP0 0--a a a ��aN �'oll p 'lom w ,T his «•Ga'. 4 c. E IV r No 58201 "L -A 0:• STATE OF (4 F •.< 0 R1©P•��?�• ONAi�`� L- 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION, INSTALLATION DETAILS FLANGE -DRAWNBV DATE ADE 09/27/12 ,.DWG #-- ;REV.: __......— CWS-836 B scAlE,.__ SHEET 1:2 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 MULL BAR INSTALLATION ANCHOR SFF" TABLE 1, SHT 9 --- -j MIN. EMBEDMENT SEE TABLE 1, SHT 9 f I- --I--- MIN. EDGE DIST, 1 VERTICAL SECTION SEE TABLE 1, SHT 9 �? TYPICAL FIN (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION . . . . . . . . . . ••• i s ••. i•• i•• •• • .. . • . . . ... .• "L" ANGLE CLIP TWO REO'D PER EACH END OF MULL MULL BAR --- INSTALLATION ANCHOR SEE TABLE 1. SHT 9 SEALANT ALONGE --- — OUTSIDE EXPOSED I EDGE BY INSTALLER D EXTERIOR FINISH ----- ° ." �° MIN, EMBEDMENT BY OTHERS SEE TABLE 1, SHT 9 PERIMETER SEALANT --- e - - BYINSTALLER �o•o, ___ ______ INSIDE AND OUT SUBSTRATE BY OTHERS - SEE TABLE 1, SHT 9 -- +�-- MIN. EDGE DIST. SEE TABLE 1, SHT 9 i G VERTICAL SECTION 10 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 318" 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 SYSTEMSI, 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT g z z ¢Z�; Z W J ¢ W86 W Z O? z r FIN LL rW Z01S�2 Z Z= 2 a m W o O 0 OF-o a=F- 0 0y_H Z EL I- in 4. Z Q =-??UN H?LL"Ep 3LL C Qo�tn� Z� W �mw(pWVN)Lu H z-a O WHO (L 10 Q t-- d x d NSF•.'�,�, �. ' No 58201 O: STATE OF i` tu X� 9/26/2017 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: 'DATE: ADE 09/27/12 CWS-836 B ALE` SHEET 1:2 10DF 10 PRODUCT APPROVAL NUMBER: 9520.2 OPENING IDENTIFICATIONS: BETWEEN 3-14 ...... .... ...... .... .... . . .... .... ..... ...... .... ..... .... .. ...... . . ... ...... Florida Building Code Online https://www. floridabuilding.org/pr/pr__app_dtl. aspx?param=wGEVXQw... g, fir`- x �r< BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search bProduct Approval ro USER: Public User Product Apprgyal Menu > P_roduct or Applicagor_ Search > Application :fit > Application Detai FL # FL9520-R7 , Application Type Revision ' Code Version 2017 i Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext221 amonteverde@cws.cc • • •••••• Category Windows • • • 0000 Subcategory Mullions • • • • • • • • • • • Compliance Method Evaluation Report from a Florida Registgrta Akpitect oyit tiedhpd Florida Professional Engineer 0000 0000 Evaluation Report - Hardcopy Receksed• • • • • • • • • • • • Florida Engineer or Architect Name who developed Lucas A. Turner 000000 • the Evaluation Report • • • • • Florida License PE-58201 • • . • • • • Quality Assurance Entity Keystone Certifications, Inc. • • • 0000 Quality Assurance Contract Expiration Date 07/21/2030 000000 Validated By Steven M. Urich, PE - Validation Checklist - Hardcopy Received Certificate of Independence FL9520_R7 COIEvalReport836B.pdf Referenced Standard and Year (of Standard) Standard Year AAMA 450-10 2010 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 1 of 3 7/29/2020, 2:41 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQw... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Q..mm— of 0-1—ia Florida Licensed Professional Engineer or Architect 5< R7 Eauiv =_9520 Equivalen _pdf Method 1 Option D 09/29/2017 10/02/2017 10/05/2017 12/12/2017 FL # Model, Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ: Yes =19520 R7_II C04S-83w5,cdr Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL952 3 R- .Ac and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. 9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ: Yes 7 1: Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions F 95z t7 ?,E and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fie & Flange applications. (IMPACT) • • : • • • • • Limits of Use • Installation Instructions • • • *so* Approved for use in HVHZ: Yes FL9520 R7 11 CWS-8385,-p•1; 0 0 • • • 0000 • • • Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58291 Impact Resistant: Yes Created by Independent ThirclParty Yes • • Design Pressure: N/A Evaluation Reports 0000 • • • • • Other: Large Missile Impact; See Installation Instructions FL920? AE E wp rt "� i �� • • • • • • • • • and Evaluation Report for complete list of Limitations and Created by Independent Thijq Parbyi Yes 0.. Conditions of Use. • • • I• • • • • • • • • •••• • • • • • • • �00 aa- N•zt • • •• • •••••• • • • •• • • 00 • 0000 2 of 3 7/29/2020, 2:41 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQw... Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Floridan an AA/EEO employer. Co pynght 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 click here . Product Approval Acoepts: Credit Cirri Safe • Y • • • • • • • • • • • • • • •••Y•• ••• • •••Y• •• •• •• •••••• • • • • • • • • • • • • • • •••• 3 of 3 7/29/2020, 2:41 PM URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & TCONSULTING, Ph. 941-380-1574 INC. FBPE C.O.A. #29779 Evaluation Report 837B September 26, 2017 Product Description: PVC 4" Mullion H-1759 Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h 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 61h Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-837B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3833-lB, -1C, -4, 4A, -5, -5A, -6, and -6A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/05, ASTM E 1996- 04/06/09, and AAMA 450-06 4) Supplemental Calcs. to support CWS-83713, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-83713. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS-83713, using clips as shown in CWS-837B • 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 indivi"I: e • window unit approvals for applicable design pressures and for more details. 4fjVlo:ver of th e ...... individual window design pressures and the mullion design pressures shall apply.W the erttire. • • �. assembly. ...... 0. • • • Requires 6063-T6 aluminum mullion and clip extrusions. • • • • • • • • Certification of Independence: I do not have, nor do I intend to acquire, nor will I anti ,'e, a fiMIT4aj ' • • • • interest in Custom Window Systems or in any company manufacturing or distributingproducts for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquirC, a 1UjLncial jptergst �. in any other entity involved in the testing or approval process of this product. . ; '..' • • �rAoREtV. ,ti41 No 53231 :-P Lucas - * = * ' 9/26/2017 Turner = Lucas A. Turner, P.E. .� ;+ : � ` 2017-09-28 a ., STATE OF �tr: FL PE #58201 07:34+20:00 0 A �rI f, N Af �!1♦ 10 4" PVC MULL BAR - LARGE MISSILE IMPACT SHOWN W/DIFFERENT OPTIONS ME I I{ � p9 9�] 1 ANCHOR CLIP EXAMPLE HORIZ/.VERT. MULLION FOR SECTION VIEW ONLY TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS...............1 DP CHARTS. .................. —,— .......... 2-3 BOM & EXTRUSIONS.....................................4 EXTRUSIONS ................................................5 SECTION VIEWS, - ........ 6-7 CONFIGURATIONS & ANCHOR NOTES INSTALLATION DETAILS ............... ........... 9-10 • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• GENERAL NOTES: 1. THE PROOUCT•SHOWN HfiRE1N IS DEIIGNEDANO MANYIFACTUREDTO COMPLY WITH THE FLORIDAdRRUIUDIN15 CODL•(FBC�, CURRENT LRDI"ROWINCLUDING THE HIGH DEMPAG IjSE"A�,tNE ZAj AIZ EN9916S jii�TED OIIWIND ZONE 4 MISSILE LEVEL 2. CONFIGURATIONS (SEE SHEETS 2-3): VERTICAL OR HORIZONTAL. 3. SEE MULLIO, TJTjFORVAX."SIGIY P"SSL"S AND LENGTH. (REFER TOeS ET$$ 2 ) • • • • • • • ••• • • • • •• • 4. ANCHORAGE: 'PHEED333Qt//3/aSl�RE9y�6MEN�CREASj1E HAS ROT BEEN USED IN THE DESIGN DURATION7`TRCTOR�d= 6 VYAS OSED Fif?VG06�ANCHOR CALCULATIONS. CHOR DETAILS. ILOAD 5, PRODUCT APPROVED FOR IMPACT RESISTANCE, USE OF SHUTTER IS NOT REQUIRED. 6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. 7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION, WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. B. 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. O nn II I U ANCHOR CLIP-----� EXAMPLE VERTICAL MULLION FOR PVC WINDOWS FOR SECTION VIEWS ONLY Lucas Turner 2017-09-28 07:13+20:00 wag WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 4" PVC MULL BAR IMPACT J Z Q .: I--ow0 ww000 O zwZ>-Ox L 3co_ U.I--w�ZI.-Sgx Z ZM2<XWpO O OF v)�-zILPV)EL C] Z—ozZE.-Dw Z 00Uvi �U— <�0Wrm0-Z w 0clmo)0wcnw Fr Z OCL wH0 5X ..�> a x w w3:LU n � a Of a �P00NO RE W """00 10 T ' 58201 • •:� Z 3 STATE Of :�4lUJ • ,a Z ONA'E zz 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH,941-380-1574 :SHEET DESCRIPTION. GENERAL NOTES AND ELEVATIONS DRAWN BY- DATE -- _ ADE 09/27/012 : DWG ^REV.. CWS-837 B scnLE SHEET 1:25 1 OF 10 . . ... . . . ... .... . ...... . . . . . . . . . . . . ....... .... Dasign Pressure Chart. PSF, for Non -Intersected "act PVC 4' Mu lon 1+1759, with 1522 cips using four (4) #10 screws or rresonry anchors per each end of m ilon. See note bebw chart for further anchorage infor-ton. OPENING SIZE (in.) 39 45 51 57 63 69 1 75118 1 81 87 93 99 107 3f8 114 120 126 •32 0138 145416 48 314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.o 120.0 .0 122.0 1 o.o 53 118 120.0 0.0 120.0 120.0 120.0 120.0 118.6 115.1 112.3 110.3 109.1 108.6 108.6 108.6 106.E 1%3.6 10J.61�8.6• 57 120.0 120.0 120.0 120.0 117.9 111.7 106.5 102.9 99.9 97.6 96.0 94.6 94.3 94.3 94.3 919.3 903 -00.0 • c 63 120.0 119.6 110.3 102.9 97.1 92.1 88.5 85A 82.9 80.9 78.9 77.9 77.4 77.2 0.0 70. r 68 20.0 120.0 108.8 100.0 93.1 87.5 82.7 79.2 762 73.6 71.6 69.3 68.1 67.2 66.6 66.3 66.3 66.3 i 120.0 112.1 101.4 93.1 86.5 81,1 76.5 73.1 70.1 67.6 65.5 63.2 61.8 60.8 60.0 59.5 59.2 w 76 118.6 105.2 95.0 87.1 80.7 75.6 71.1 67.9 64.9 62.5 60.4 58.1 56.6 55.5 54.7 54.0 J 80 70.0 70.0 70.0 70, 70.0 70.0 66.5 63.3 1 60.5 1 58.1 56.0 53.7 52.2 51.1 50.1 j 84 70.0 70.0 70,0 70.0 70.0 66b 62.4 59.3 56.6 54.2 52.2 9.9 46.4 47 3 88 70.0 70.0 70.0 70.0 67.3 62.8 58.8 55.8 53.2 50.9 48.9 467 452 • • • 92 700 70.0 710 69.1 63.8 59.4 1 55.6 5z.7 50.1 1 41.9 1 46.0 43.8 96 70.0 70.0 70.0 65.8 60.6 1 56.4 1 52.7 49.9 1 41.4 45.3 43.41 41.3 I+ TWIN (�yWl��®L/LI V•(J (U"7j r •: VERTIL•Ai. MULLAN wry 1 0 • • • HORVONTALMUI._KI*; WIN SYSTEMS ZL • • •�-- 1900 SW 44TH AVE. 0 OCALA, FLORIDA 34474 T z • • • WWW.CWS.CC IJ 0 J 2 Z1:•. •• U 4" PVC • I lei 06 No I, MULL BAR 2 • -• OPENING OIZE - MULL LENGTH IMPACT • • • •TRIQLP VERTICALMULLIDN T TRIPLEDP CHART IS FOR: HORIZONTAL MULLION NON -INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL. USING (PER END): I x 1522 CLIPS (4#10STAIiw �- " ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or J J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ -. _ _ - - - _ _ _ - _ - _ - -. - - I Design Pressure Chart, PSF, for N n-Intersacted Irpacl PVC 4" Wlon 1+1759, with 1767 tips using six (6) #10 screws or nesonry anchors per each and of rrulfon. Sae note bobw chart for further anchorage infometion. I a OPENING SIZE (in.) I 1 O T--MULL LENGTH 39 45 51 57 63 69 15 1118 Bt 87 93 99 1 107 318 114 120 126 132 138 145 318 1 .a OPENING SIZE- - 48314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 TRANSOM OVER TWIN 53 118 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.o 120.0 120.0 120.0 120.0 120.0 120.0 120.0 I VERTICAL MULLION 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200,120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 I rwevrrRwE H(7RP.ONTAL MULLION 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117,5 116.0 115.2 114.9 70.0 70.0 70.0 I.........._... = 68 120.0 120.0 120.0 1200.120.0 120.0 120.0 117.9 113.4 109.6 106.5 103.2 101.3 100.0 70.0 70.0 70.0 70.0 I L C1 12 120.0 120.0 120.0 1200,120.0 120.0 113.9 108.E 104.3 100.E 97.5 94.1 70.0 70.0 70.0 70.0 70.0 I Fx- OPENING w16 120.0 120.0 120.0 1 120.0 120.0 1 112.5 105.9 101.0 1 96.7 93.0 89.9 86.4 70.0 1 70.0 70.0 70.0 I Z SEE J 8o 70.0 1 70.0 70.0 70.0 1 70.0 70.0 1 70.0 70.0 70.0 1 70.0 1 70.0 70.0 70.0 70.0 1 0.0 I w ,,1"1VA0REVv 64 1 70.0 1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 7D.o 70.0 70. 70.0 70.0 88 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 7D.0 70.0 70.0 6 .5 67.3 92 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.5 65.2 I J ' • No 58201 46 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.0 65.3 62.2 58.5 IF v' ' 1 OPENING SIZE MULL LENGTH DP CHART IS FOR: I TRANSOM OVERTRPLE NON -INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END): VERTICAL MULLION 'P STATE OF : 4110. 1767CLIPS 1 %' �yP, - (6) #10 SCREWS INTO WOOD or METAL 1 (6) 3116" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 1 1 '��p`S70NAl-�rv�`�` x '+hrriniu�l4 (6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK - - - - - - - - - - - - - - - - - J O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - z Design Pressure Chart, PSF, for Non -Intersected Inpact PVC 4" Mllon f+1759, w/1767 tips using sit (6) #12 screws or 1/4" Ek;o Ulracons per each and of ninon. See note babw chart for furher anchorage infarrreiion. I w _ J OPENING SIZE (in.) 39 45 51 57 63 69 75 3f8 81 87 93 99 107 376 114 12t) 126 132 138 145 318 1 9/26/2017 48314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 63 1!8T72.5 1 0.0 20.0 120. 120. 20.0 120.0 120.0 120.0 120.0 120.0 z .0 20.0 120.0 120.0 120.0 120.0 120.0 I ..,gpENiNG SIZE!••_ LUCAS A TURNER, P.E. 57 120.0 20.0 120.0 120.0 120.0 1P0.0 120.0 120.0 120.0 120.0 120.0 120.0 0.0 120.0 120.0 120.0 120.0 70.0 I FL PE # 58201 63 120.0 120.0 120.0 120.0 120.0 1zo.o 1zo.o 1zo.o 1zo.o 1zo.o 1zo.o t2o.o 120.0 120.0 120.0 70.0 70.0 70.0 1 1239 JABARA AVE. F 68 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.7 70.0 70.0 70.0 70.0 - NORTH PORT, FL 34288 12 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.7 112.6 70.0 70.0 70.0 70.0 70.0 z ( PH.941-380-1574 w 76 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.7 111.3 107.6 103.5 70.0 70.0 70.0 70.0 .� 80 70.0 70.0 70.0 70.0 70.0 7 ..0 70.0 70.0 00.0 70.0 70,0 70.0 70.0 70.0 70.0 SHE.F.T OE6GRW7gN� j 84 7D.D 7D.o 70.0 70.0 70.0 70.0 7 .0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 1 DP CHARTS BB 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 I NOTES: NON -INTERSECTED 9 70.0 70.0 7D.D i 7LI U 70,D i (U.1) 7D.o 70.0 7o.D 70.D 7 .0 67.2 11, THE MULL BAR IN FOCUS FOR ANY GIVEN MULLS 98 70.0 70.0 70.0 70,U 70,0 70.0 70.0 70.0 69.0 65.3 62.2 58.5 CONFIGURATION IS SHOWN IN BOLD. !DRAWN BY. DATE -- 12. AN INTERSECTED MULL BAR HAS OTHER MULL ADE 09/27J012 DP CHART IS FOR: I BAR(S) ATTACHED TO IT (SHOWN IN DASHES) NON -INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END): THROUGH THE USE OF MULL BAR CLIPS. AN D`W_G a NEv. - 1767 CLIPS I INTERSECTED MULL BAR WILL ALWAYS BE CWS-837 B - (6) #12 SCREWS INTO WOOD or METAL I ATTACHED TO THE SUBSTRATE AT BOTH ENDS. -___- - (6) 1/4" ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I3, NON -INTERSECTED MULL BARS CAN BE ATTACHED ,'SCALE: SHEET TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 2 OF 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... Design Pressure Chart, PSF. for Intersected Impact P/C 4" Mull- FEWfig. w/1522 cops using four (4) #10 screws or masonry anchors per each end of mlon. See note below chart for further anchorage inforrteton. OPENING SIZE (in.) 39 45 51 57 63 rag 75 316 91 87 93 99 110 X8 114 120 125 032 0138 145 01l8 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.3 106.6 103.4 98.5 94.0 .9 8 2 .0 42114 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 173 107.4 101.3 91.6 88.9 84.6 80.8 7=.3 741 jp.50 48314 120.0 120.0 120.0 120.0 120.0 120.0 112.9 105.8 99.1 93.3 88.0 79.6 77.2 73.6 70.4 Of.4 646 01.40 53 t7R 120.0 120.0 120.0 120.0 120.0 111.1 102.7 96.3 90.3 85.0 80.3 72.6 70.4 67.1 64.2 9.0 56. z 57 120.0 120.0 120.0 120.0 111.2 102.8 95.0 891 83.6 78.7 74.3 67.3 65.3 62.3 59.5 57.0 54.7 52.1 63 120.0 120.0 118.6 108.1 99.3 91.8 85.0 797 748 70.5 66.6 60,4 58.6 56.0 53.5 51.2 68 1 120.0 1200. 108'4 98.9 90.9 84.2 78.0 73.2 68.7 64.8 61.3 55.5 53.9 51.5 77 120.0 112.1 101.4 2.5 85. 78.8 73.1 68.6 64.5 60.8 57.5 52.2 50.7 75378 1 119.( 1 106.2 95.9 1.7 1 80.1 14,8 1 69.4 1 65.2 I bl.3 57.8 54.7 49.6 I I i• •. jl.. as mm ��--11 • • • • • WINDOW SYSTEMS 'i * • • • • • • 1900 SW 44TH AVE. « • • • OCALA, FLORIDA 34474 t • • • • WWW.CWS.CC :. .•• •• 4" PVC 000 MULL BAR DP CHAR I IS f OR. . . . . . • . . . IMPACT INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END): • • • • • • • • • • • 1522 CLIPS I TWINITRIPLE QI - (4) #10 SCREWS INTO WOOD or METAL I VERTICAL MULLION o w p in w O p in �_0,.. (4) 3/16 ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or (4) 1J4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK ---------------------------------------------------- WOOD Design Pressure Chart, PSF, for Intersected Ipact PJC4" NLBon HF1759, with 1767 cops using sn (6) #10 screws or masonryanchors per each end of morn See note below chart for further anchorage infornatlon. I OPENING SIZE (in.) I 39 45 51 57 63 69 75 3J8 at 97 9.1 99 1 110, V8 1 114 120 126 112 138 145 3J8 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 423f4 120.0 120.0 20.0 12To 120.0 120.0 120.0 120.0 120.0 120.0 120.0 176.0 120.0 120.0 120.0 115.1 110.3 105.0 = 48 314 120.0 120.0 120.0 120.0 120.0 120.0 1200, 120.0 120.0 120.0 120.0 118.5 114.9 109.6 104.7 100.3 96.1 91.5 I 53118 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.5 108.1 104.9 100.0 95.5 91.5 87.8 83.6 z 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.1 110.7 100.2 97.2 92.7 88.6 84.8 81.4 77.6 J63 20. 120.0 20.0 1 0.0 20.0 120.0 120.0 118.7 111.4 105.0 99.2 89.9 87.3 83.3 79.6 76.2 I •�-OPENING SIZE -^ pl tL ~ 0 W = U) ? 68 12 120.0 120.0 0. 120.0 120.0 116. 09.0 102.3 96.5 91.2 827 80.3 76 I F d CC wa 72 120.0 120.0 120.0 120.0 120.0 117.3 108.8 102.2 96.0 90.1 85.6 777 75.4 I HORIZONTAL MULLION 75318 120.0 120.0 120.0 120.0 120.0 111.3 103.3 97.0 91.2 86.0 81.4 1 13,9 _ I j DP CHART IS FOR: I IIIIIlf 1// p ORE W qf!si P ?4 INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING PER END): ( ) Itu J c ^ ••"••!� 1767 CLIPS #10 SCREWS INTO WOOD METAL I N "•:-P ^� - (6) or (6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I z I TWIN I . No 58201 (6) 1/4a ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK w I OR I _ro o - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------ - - - p �TRIPLEI 5'P : STATE OF :'4r4 Design Pressure Chart, PSF, for Intersected Impact P7C4" MLfon FF1759, with 1767 cops using six (6) #12 screws or 114" Eire Utracons per each end of moon. See note below chart for further anchorage infornaton. OPENING SIZE (in.) 30 45 51 57 63 69 75 318 81 87 93 99 110 318 114 120 126 132 1.18 145 V9 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42 314 120.0 120.0 120.0 120.0 120.0 1 00.0 120.0 1200, 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 = 48 314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.1 109.5 53118 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.7 114.3 109.5 105.1 100.1 w 57 120.0 120.0 120.0 120.0 120.o 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.4 111.0 106.0 101.6 97A 92.8 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.8 107.6 104.5 99, 7 95.3 91.2 68 120.0 120.0 120.0 2 . 120. 120.0 120.0 12 .0 1 6.6 115.5 109.2 99.0 96.1 91.7 f 7 120.0 120.0 20.0 20.0 120.0 120.0 120.0 20.0 115.0 108.3 102.5 93.0 90.3 75 3f8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.2 109.2 103.0 97.4 88.4 O UNITS %,.a'• Ic. P ••+?.` BELOW i�F`S OR\t?.•��,� I I I , //own �I�11.• -•-- MULLLENGTH----- I X� 9/26/2017 LUCAS A TURNER, P E. FL PE # 58201 1239 JABARA AVE DP CHART IS FOR: I NORTH PORT, FL 34288 INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END): PH, 941-380-1574 1767 CLIPS ( SHEET DESCRIPTION - (6) #12 SCREWS INTO WOOD or METAL I (6) 1/4" ELCO ULTRACONS INTO SOLID CONCRETE or WOOD NOTES: DP CHARTS 11, THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS i CONFIGURATION IS SHOWN IN BOLD. 12. AN INTERSECTED MULL BAR HAS OTHER MULL DRAWN fiv DATE: I BAR(S) ATTACHED TO IT (SHOWN IN DASHES) ADE 09/27/012 THROUGH THE USE OF MULL BAR CLIPS. AN DwG #: I INTERSECTED MULL BAR WILL ALWAYS BE CWS-837 B ATTACHED TO THE SUBSTRATE AT BOTH ENDS. NON -INTERSECTED MULL BARS CAN BE ATTACHED scv E' SHEET (3 TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 3 OF 10 x x " USE WOOD SCREW SIZE (#10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL, DOCUMENT 11116' 1/2'- .-vts" 13 6" TOP VIEW DRIP ADAPTER S-1895 -- r 1 114'--I 112-- I ( ... 1 1/I16' FLANGE ADAPTER 8-1896 1 4 118 4 314' I 4" HORIZ. MULLION CLIP S-1898 -..------41/4" _......— 71 13l16" �{ t6" "1!8" l._ Ins" �? , 3r8" 118"� 1116" PVC MULL COVER-6018 4" MULLBAR H-1759 - SCORE, BEND, AND BREAK 1 TO REMOVE FIN TYP. FIN FRAME DETAIL A as NOTE ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. • • • 1 7116" (TYP) _.... 9l32• (TYP.)-- - 1 -f2„ 11 15116'i ( I 1 9116- (TYR) . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... • T" MULLBAR CLIP "L" MULLBAR CLIP FRAME TYPE OPENING (F-1522-XXX) (F-1767-XXX) • • T R ENDED F-1761-002 • �,APIGE� F-1767-007(L&R) or • • • • • jETRO • • F-•522014 • • F-17f>7-002 NEW = 7 F-1767-005(L&R) FIN RETRO F-1522-027 F-1767-005(L&R) NFW NOT RECOMMENDED F-1767-002 • B/SX • • •*RE• 4 O• • 1522,014 F-1767-007(L&R) or • • • • • i F-1767-002 • • . • • • . • .. . . . . . ... . . 37/8" I \..-o_1LA" THRU(TYP.) } Ol1TSiDE (61 2 3116" RETRO CLIP (4") F-1522-027 114" THRU (TYP.) 7116" THRU (TYP.) - - T C�) 1 11116- (TYP.) '1 716"1 7/8" _ ) O -- 2114 -- -- OU"fSIDE 7116" (TYP)- 1 5/16" (TYP.)----' i -05 2 3116" RETRO CLIP (4") F- 1522-014 DO LytSW SYSSTEMS)0 �l{ TEMS WIN 1900 SW 44TH AVE. OCALA, FLORIDA 34474 '.. WWW.CWS.CC 4" PVC MULL BAR IMPACT z a 0WO Q�oo w zOz 0_L9t_w- g arn->-o�3m w I-wzl-3�= z0 Oi-Oadwoo U Ucn�ZaHv~ia Z 0rn UUNz DUU >- ¢Z3dLLow=7zOz 1 0130_(nO wlnw ?U)a 0-�uTF _ ~ ly w � w w o d � 6 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 ,1ABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 _.._._. SHEET DE SCR . BOM AND EXTRUSIONS DRAWN BY DATE AIDE 09127/012 CWS-837 B SCALE: SHEET~. 1.2 4OF10 14� 3 7f18. �� .._.... _..__ _.....�. 1 518" i ! (2 3lf8,,.... fl CD - 112"- 23/4" OUTSIDE OUTSIDE----23/4" -� V ANGLE 4" MULL CLIP, RETRO FLG (LEFT) F-1767-007L "L" ANGLE 4" MULL CLIP, RETRO FLG (RIGHT) F-1767-007R -.... 1/B" ........___--....--- 6 7J8" _...-..-..._.--..� h ..__.-. . 6 718' 1 ........ 7116" (TYP) Fes- 1!4" (TYP) --t 3118" . 1 518" 4 1/4" 112" II 1f2" 2 2 314" — OUT5IDE OUTSIDE "L" ANGLE 4" MULL CLIP, FIN (LEFT) F-1767.005L "L" ANGLE 4" MULL CLIP. FIN (RIGHT) F-1767.005R (WOOD CONSTRUCTION ONLY) (WOOD CONSTRUCTION ONLY) . . ... • . . ... .. .. . It. .. .. . . . . . . . . . . . FRAME TYPE OPENING "T" MULLBAR CLIP "L" MULLBAR CLIP /� (F-1522-XXX) (F-1767-XXX) // r//7(tvf}®Fyy q WINDOW SYSTEMS ljtj,�/� • E MENDED F-1767.002 iA •F12;014 F-1767-007(L&R) or • • • • • AETRO• • • • F-1767-002 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC • • "NEW •••F-1 22-027 F-1767.005(L&R) FIN RETRO F-1522-027 F-1767-005(L&R) 411 NEW NOT RECOMMENDED F-1767-002 • BC C • • ••• MULL BAR • �El�tO• • F�1522-014 F-1767-007(L&R) Or • "� F-1767.002 I••11 A AT • • • • • • • • • • • • T 6 7/8" __...._. _.__-..�.. CD :1- —(.. I 1 9/16"++ (TYP.) 3718. i �..__...—........_..---....... -_.-7 1 7/8' 1 9/16" �lQ11 318" 12X) 1 OUTSIDE z7ns" 7n6"------ trz- (zx) "L" ANGLE 4" MULL CLIP. STANDARD - F-1767.002 Q z Q Z 0wo ww'0 W z0Z w- uj 0 Ocn�ZmI--Md 0 Z-In-ZI-O� z c'n 0 >- �Q}OFF:EO- Q ui QI-}��0 O LLW W �0 JwI- ? -a O W�0 wo�� a a rya yyltt7 H11��/ oll %AOREiv ?� No 58201 �'. STATE OF :4Qte 9/26/2017 LUCAS A. TURNER, P,E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 5HEET DESCRIPTION' EXTRUSIONS ORAWN BY OATE. - ADE 09127/012 6VVd ......._- 'REV ...-. CWS-837 B SCALE.—.._.._.--..... SHEET 1:2 5 OF 10 SEAL BL. ...... ...�_ TO ATTACH . _. ING WINDOW �3) (SEE DETAIL B) /-) HORIZONTAL MULL BAR SECTION_ � )- FLANGE FRAME WINDOW SEAL BEHIND FLANGE -- PRIOR TO ATTACHING WINDOW (SEE DETAIL A) / 2'- Fa ;VEi2TICt1L MULLBAR SECTION % 'FLANGE FRAME WINDOW FIN MUST BE REMOVED - WHERE WINDOWS CONNECT TO MULL SEAL BE TO�.............. ........... a HORIZONTAL MULL BAR SECTION , FIN FRAME WINDOW SEAL BEHIND FLANGE PRIOR TO ATTACHING WINDOW (SEE DETAIL A) (2, FIN MUST BE REMOVED W HERE W INDOW S CONNECT TO MULL. B]JVERTICAL MULL BAR SFGTION FIN FRAME WINDOW . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • APPLi' S4ALt4NT ►LO`G W LENOTH4DF WINOOV*FRW GROOVE PRIOIOTO AOTACIMP COV /A �VERTICAL/HORIZONTAL MULL BAR SECTION_ �V 6 `BOX FRAME WINDOW APPLY SEALANT ALONG FULL -- LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP ADAPTOR U II r— DETAIL A APPLY SEALANT ALONG FULL - LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING FLANGE 1ADAPTORLf f J L a; DETAIL B WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 4" PVC MULL BAR IMPACT C Z Qz� uJ o Zoz O-zm O OI=-0Z44W00 U 6w al=t~ild a Z Zh D[n z 0zoc6 DU - w 0�ofu})=ow0w u.lnw OJtnH z- 0 w1-a 0 of aX�>- d h a Kea ♦�♦�4'��NORE IM {T�i�� No 58201 "P STATE OF41 .•'�+✓: 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239JABARA AVE. NORTH PORT, FL 34288 PH 941-380-1574 SHEET DESCRIPTION: � ,i SECTION VIEWS MULLS DRAWN BY. DATE. ADE 09/27/012 __ _-- — OWG9. �ftEV.. CWS-837 B SCALE SHEET 12 6OF 10 (2j 3"HORZ. MULLION CLIP (SEE NOTE 1) CD CD CD CD TOP VIEW FIN FRAME (l5 2 I 1/ 16" MAX. EDGE DIST. -1 ,,,7�� - 3" MULLBAR (H-1758) SEE NOTES I & 2 (SEE SEPARATE APPROVAL ED APPROPRIATE DP CHARTS) (I EA./CLIP) 16 ., I q SEE NOTE 4 4' HORIZ. TO X VERT. MULLBAR SECTION ��7 FLANUt FRAME 'WINDOW ----I MAX, EDGE DIST. I SEE NOTE I or 199 SEE NOTE 4 � C 4 HORIZ, TO 4- VERT. MULLBAR SECTION FLANGE FRAME WINDOW SECTION VIEW A -A WINDOW SYSTEMS 1900 SW 44TH AVE, OCALA, FLORIDA 34474 WWW.CWS'CC 4" PVC MULL BAR IMPACT SEE NOTES I & 2 (2 EA./CLIP) tv ........ No .582401 5 MULLBAR (H- 1760) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) 9 STATE OF 0 OR k 1 1LI-6- MAX. EDGE DIST. '111S1'ON AV if I 1114 4 10' L4 SEE NOTE 1 __(l) 9/26/2017 (18 �rlg) SEE NOTE 4 LUCAS A TURNER, P.E. T HORIZ. TO 4- VERT, MULLBAR SECTION FL PE # 58201 �7-; FLANGE FRAME WINDOW ', 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 NOTES: SHEET DESCRPTION 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEM 18, AS SHOWN ABOVE. SECTION VIEWS 2, PRE -DRILLED HOLES (THRU HIV CLIPS 5117 OR 5118), BY THE INSTALLER MULL INTERSECTIONS MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE DRAWN BY -DATIE. - - OF 9132"AND A MINIMUM CENTER TO CENTER SPACING OF 112'. ADE 09/271012 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, REGARDLESS OF ORIENTATION (i.e., HORIZONTAL OR VERTICAL). THE FULL LENGTH DWG REV., MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL. CWS-837 B 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SHEET CLIP PRE -DRILL PILOT HOLE THRU ALL MATERIAL 1:2 70F 10 TWIN TRIPLE VERTICAL MULLION VERTICAL MULLION TWIN HORIZONTAL MULLION O z a I0 L.. i+--MULL LENGTH ----� •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN • • • s0"FIGURAJION IS&SHOWN IN BOLD. TRANSOM OVER TWIN TRANSaWVERTR4PLE • • 2, ANIRNTER3ECOEDIMLAL BAR HAS OTHER MULL VERTICAI. MULLION VERTIC♦tlL MLRLIt1N • • • E&R(SrATT C?IEIlTOIT (SHOWN IN DASHES) -^I OPENING SIZE h--- 1RIPLE TWIN/TRIPLE HORIZONTAL MULLION HORIZONTAL MULLION OPENING D SIZE n i - MULL LENGTH MULL LENGTH } z W J WI9�IpiWV SYSTEMS Q 1900 SW 44TH AVE. �THROUGI-i•TrIE U MULL BAR CLIPS, AN OCALA, FLORIDA 34474 • •INTERSECj"MIL��AR WILL ALWAYS BE WWW.CWS.CC ATTACHED TO THE SUBSTRATE AT BOTH ENDS, 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. • • • •• • • • • ••• •• OPENING SIZE ------I � OPENING SIZE F_- TWIN/TRIPLE HORIZONTAL MULLION VERTICAL MULLION -! ---- f S z J J i I -- -- OPENING SIZE - ---� Li ISINGLE1 u TWIN w OR O ITRIPLE1 UNITS �BELOW� L----- MULL LENGTH ---►'I NOTES: 1. AT MULLION LOCATION, ATTACH WINDOW UNITS) 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 - IX 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 TABLET, SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. B. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAIAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMAlAAMANVDMA 300(EXTERIOR DOORS) 4" PVC MULL BAR IMPACT Q ? Q Z F- OWO Q1UQC7 W ZOZ �-zlW--- OLL F- W �zi- 2 O O�pa¢WOO O 0In F-z0- > <�OwFFO— W U. 2'0)O W O)W a.. z=a aONv~i O W F 0 --i : No 58201 : W STATE OF ;taT; �"ONA z� 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION CONFIGURATIONS AND ANCHORAGE NOTES 4DRAWN SY DATE. AIDE 09/27/012 DWG iI'. ;REV.. CWS-837 B SCALE SHEET 1:1 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 - INSTALL ANCHORS THRU ANY THREE OF THE FIVE HOLES SHOWN ON EACH SIDE OF MULL BAR. • i``II�l IICI • O O ki Y O O TOP VIEW MULL CLIP 1767.002 ANCHOR REQUIREMENT - . RETRO FIT MULL BAR CLIP MULL BAR INSTALLATION ANCHOR SEE TABLE 1 ADD STRUCTURAL ELEMENTS AS REQ'D TO MAKE LEVEL FOR MULL BAR rl&111� MIN F EMBEDMENT TYPICAL FLANGE (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLA SEALANT ALONG OUTSIDE. EXPOSED EDGE BY INSTALLER PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 TABLE 1: APPROVED MULL CLIP INSTALLATION FASTENERS ANCHOR TYPE MIN. EMBEDIWErr CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1" 3- MIN. 3116" ELCO UL.TRACON 1-21M" HOLLOW or GROUT -FILLED CMU (ASTM C-90) ar 1767 CLIP INTO SOLID CONCRETE (2.85 KSI MIN.) 114" ELCO ULTRACON 1-114" 2-1/2" 3/16" fTW TAPCON 2XMIN. SOUTHERN PINE (G=0.55) 1-318" 7/8„ OR ELCO ULTRACON 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-318" 718" 16 GAUGE (0.060") MIN. STEEL STUD#10-16 HILTI KW IK-FLEX OR ITW FULL THREAD (33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0.060" 7/16" 118" ALUM. (6063-T5 MIN.) OR #10 GRADE 5 SELF -TAPPING I FULL THREAD 7116" 118- STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125" .. .. . . . .. .. . . . . • • . . . . ... . . . . .. . • • • • • • •• • • • • • .. .. . . ... .. • . . . . • . ......... . •• • • • • • ••• •• ---- - "L" ANGLE MULL. BAR CLIP TWO REQ'D PER EACH END OF MULL MULL BAR - ---- INSTALLATION ANCHOR SEE TABLE 1 ----ADD STRUCTURAL ELEMENTS ' MS REULL LQ'�TO MAKE LEVEL FOR MIN. t MHEDMENT ,Y-r: TAHI.,.E i --t --- MIN, FDGE DIST. SEE TABLE 1 �E� VERTICAL SECTION TYPICAL FLANGE (RETRO FIT) 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. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W ZW S.CC 4" PVC MULL BAR IMPACT Q Z 3: Q Z p W 0 a W 0 0 w ZOZ Y�Zt Z zmm<x W00 O OI-O Q=I. x O OwI-Zal-rna Z p p V)p z"- 7 K Q�OWOZQZ w p�wcTtow�W D' Zcna 0_irni- CL F =tea W�wN ,,It, W rT4+++ j No 58201:�`P �O: STATE OF Jam; .;n`' P 2 '+i�S70NAl- E'�+p hr+nrr+nt` z:Z- 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380-1574 SHEET DESCRIPTIQN-----_— INSTALLATION DETAILS FLANGE DRAWN BY ,DATE --- ADE 09/27/012 -DWG#: REV.. CWS-837 B scALE SHEET 1:2 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 "L" ANGLE MULL BAR CLIP TWO RFO'D PFR FACH FND OF MI11 I MULL BAR INSTALLATION ANCHOR SEE TABLE 1, SHT 9 _f MIN. EMBEDMENT SFF TABLE 1, SHT 9 MIN, EDGE DIST. �F1 VERTICAL SECTION SEE TABLE 1. BHT �✓ TYPICAL FIN ("L" ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION .. .. . . . . 0 . .. .. . . . . . . . . . ... . . . . .. . • ' • • • • • • •' • • i i i • • • WINDOW SYSTEMS 1900 SW 44TH AVE. • • • • • • • • •'. "• • OCALA, FLORIDA 34474 www.CwS.CC .• • • • •• ••• .. 4" PVC • ••• • .. MULL BAR � • • . . • • . . . • IMPACT RETRO FIT MULL BAR CLIP ---- MULL BAR INSTALLATION ANCHOR IV�I SEE TABLE 1, SHT 9 SEALANT ALONGE OUTSIDE EXPOSED --f EDGE BY INSTALLER EXTERIOR FINISH ---- .I p' MIN EMBEDMENT BY OTHERS ,� SEE TABLE 1, SHI 9 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT a P// _[ SUBSTRATE BY OTHERS o..° SEE TABLE 1, SHT 9 . .*.'. .. /' - -. - - MIN. EDGE DIST. Gl VERTICAL SECTION SEE TABLE 1, SHT 9 \10J TYPICAL FIN (RETROFIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION a z �-7- Qz> r t,w0 Qwoo z8z O�Zm 0 o�-obawpO U Uc_A I'o ZCL II --rid Z 0 1 —Do— Q I— wE' w Z mQO��tzO- Q rr� u>U zUj w rrin0wU)w cawwCL O�mr ap Wl---O a�� w 0- a it A # STATE OF .:tul y .Zr 9/26/2017 NOTES: LUCAS A. TURNER, P.E. 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS FL PE # 58201 AFTER INSTALLATION. 1239 JABARA AVE. NORTH PORT, FL 34288 2. RECESS RETRO MULLION CLIP 318" MAX. FOR CLEARANCE OF WINDOW PH, 941-380-1574 UNIT AS NEEDED. ,SHEET DESCRIPTION -{ 3. FOUR (4) ANCHORS REQUIRED PER "T" MULL CLIP, SEE SHEETS 2-3. INSTALLATION DETAILS THREE (3) ANCHORS REQUIRED PER "L" MULL CLIP, SEE SHEETS 2-3. FIN 4. SEAT MULLION TIGHT TO MULL CLIP. DRAWN BY. DATE ADE 09/27/012 5. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. DWG M REV. CWS-837 B 66LE .. SHEET 1:2 10DF 10 PRODUCT APPROVAL NUMBER: 17472.2 OPENING IDENTIFICATIONS: BETWEEN 3-14 ... • ...... .. . .... • ...... ....• . ...... .... ...... .... .... .... . .. ..... . 0 • • .. . ... . .. . . .. . 000 . 5/4/2018 Florida Building Code Online BCIS Home Log In Use Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search b a LOW% dProduct Approval r 0 USER: Public User I I " f Product or Agoli anon Search > g�, 1s -1,_ t > Application Detail FL # FL17472-R3 Application Type Revision Code Version 2017 Application Status roved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext4305 jflesher@easternmetal.com Authorized Signature James Flesher jflesher@easternmetal.com Technical Representative Timothy J. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers, FL 33913 (800)432-2204 Ext4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category CD Subcategory • •"••• •• • •••• Compliance Method Certification Mark or Listing •• •:•• ' • • • •' Certification Agency Keystone Certifications, Inc. '�" • • •••• � Validated By Keystone Certifications, Inc. "' • •••••• ••• • Referenced Standard and Year (of Standard) Standard • • �••• Year: • • •' AAMA450 • 2010 ••. . TAS201 1994• • • • • • TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJS%2fT7NaD9SzMxXWfpyvfrXvrA%3d%3d 1/2 5/4/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # �17472.1 j 02/14/2018 04/04/2018 04/11/2018 Model, Number or Name Description HVHZ Clipped Aluminum Bay/BowHVHZ Clipped Aluminum Bay/Bow Mullion Mullion W Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL1747Z R3 C CAC EAS 5Z2 104CAR,PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/22/2021 Design Pressure: N/A Installation Instructions Other: See drawing set for mullion size, angle and design FL17472 R3 II PA-0004 SS 2018-02-14.pd pressure rating Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL17472 R3 AE PER5504 SS Z018-02-14.pdf Created by Independent Third Party: Yes HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal, T Mullion and X Configurations Limit—s—oT Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17472 R3 C CAC EAS 622-101CAR.PDF Approved for use outside HVHZ: Yes FLll472 R3 C CAC EAS o22 102CAR.PDF Impact Resistant: Yes FL17472 R3 C CAC EAS 622-103CAR.PDF Design Pressure: N/A FL"?472 R3 C CAC EAS 622 SOSCAR.PDF Other: See drawing set for mullion size, configuration and FLLL7 177 R3 2 -AC EAS design pressure rating Quality Assurance Contract Expiration Date 07/18/2021 Installation Instructions FL17472 R3 II PA-0003 $5 ZO18 02 14,pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports i �T:/7 � �E �ER5505 SS 2018-02-14.tadf by Independent Third Party: Yes Created Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Qpyaght 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 p•blic-r•cogis request do not send electrdhN • • • • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contacl850.486.1395. *PL%s4%pt 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 addres*if they have • one. The emails provided may be used for official communication with the licensee. However email addresses are public re"coMrd lfbdb do not wish•c•s•pply a per • ��i•••• address, please provide the Department with an email address which can be made available to the public. To determine ifypi4e•alicensee under Chapter 455, F.S., please click here . • • • Product Approval Accepts: • • • • • • • • • •: a . k -00- as k • • • • • • • • • • • • • • • Credit Card • • • • • • • • Safe •••••• • • http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJ5%2fT7NaD9SzMxXWfpyvfrXvrA%3d%3d 2/2 Document Title: Structural Performance Doc No: FRM B1-02 Rev No: 7 Page: 1 Of: 1 K�YS.;.,�� Certification Authorization Report Required By: PRO 131-03 CAR & Product ID Number: 622 - 105.0 Issue Date: 2/11/2015 Revision Date: 2/16/2018 Expiration Date: 7/18/2021 Company Code: 622 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Infor at'on: Eastern Architectural Systems Model: 2"x4" Aluminum Mullion H/V/T/X 16341 Domestic Avenue Operator ype: Mull Fort Myers FL 33912 Config: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: • • • • • AAMA 450-10 8 PA/TAS 201/202/203 See Appendix 1 Load Tables aril trnpact Ratipgs � • •••• •••• Qualifying Test Information: •..... off • 000 Test Report No: 00 CTLA-301 OW-BA19A • • ' • • •" Test Report Expiration: 7/18/2021 " • • • • ".. Authorized Signature: . . - -- goo Keystone CertificatiofiS; Inc. 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 Phone: 717-932-8500 Fax: 717-932-8501 W W W .KEYSTONECERTS.COM KEYSTOIV Appendix 1 CAR No: 622-105.0 Expiration Date: 7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers, FL 33913 Load Tables for the: 2"x4" Aluminum Mullion, Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION: 2" x 4" - ONE-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 8011 $4 200.0 200.0 195.1 166.4 146.6 132.5 123.5 122.2 14.8 96 200.0 159.0 129.1 109.5 95.9 85.9 79.5 78.5 73.0 108 146.7 111.1 89.9 76.0 66.2 59.1 54.4 53.7 49.5 DESIGN PRESSURE LIMITS FOR MULLION: 2" x 4" - TWO-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 1 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 2.00.0. 200.0 - 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 2W.0 200.& 48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 •15'1• 157.V 60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 14CL1. 126.3.. 72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 126.7' 105.2 - 84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 1Q6J. 90.1 • 96 200.0 155.1 124.1 103.4 88.6 77.6 70.1 e699•• 62.0 108 145.2 108.9 87.1 1 72.6 62.2 54.5 49.2 •48.4 ' 43V. Impact Ratings ASTM E1996 - Wind Zone 4, Missile Level D PA/TAS 201/203 - Large Missile and Small Missile compliant Keystone Certifications, Inc. 145 Limekiln Rd, Suite 100B New Cumberland, PA 17070 Phone: 717.932.8500 www.keystonecerts.com EASTERN ARC H I' HVHZ CLIPPED AL GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION (20171 FLCNUDA BUILDING CODE, INQUDING THE HIGH VELOCITY HURRICANE ZONE 3, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRE FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. INDIVIDUAL UNITS ATTACHED TO MULU�ACT RATED . 4. ADEQUACY Of THE EXISTING STRRXTURAL CONCRETFJMASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. S. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER All LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION LS THE RESPONSIBILITY O THE ENGINEER OR ARCHITECT Of RECORD FOR THE PROJECT OF INSTALLATION. 6. THE INSTALLATION DETAILS D00R16ED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADS RER. 7, MULLION A CUP MATERIAL: ALUMINUM 6005-TS i W63-T6 (AS NOTED) S. MULLIONS MAY BE USED WTTH ANY APPROVED FENESTRATION PRODUCT, UNDER SEPARATE APPROVAL 9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, MULLION CONFIGURATIONS, AND DESIGN LOAD CAPACITIES, 10. DWMRAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODE TABLE Of CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - GENERAL NOTES, INSTRUCTIONS, AND ELEVATIONS 2 MULLION DETAILS 3 - ANCHOR CUP DETAILS 4 - MULLION SECTIONS S TYPICAL MULLION A CUP ASSEMBLIES 6 1' X 3-W (LIGHT) MULLION DESIGN LOAD TABLES 2 - 1- X 3.1/8' (HEAVY) MULLION DESIGN LOAD TABLES B - 1'X4'MUWONDESIGN LOAD TABLES 9 - 2' X 4' MULLION OESIGN LOAD TAMES 10 2' X 6' MU W ON DESIGN LOAD TABLES 11 - MULL" ASSEMBLY AND LOAD EXAMPLES . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . •• • ANCHOALLIP,-„•� TYP MULLION TYR. :TIJRAL SYSTEMS Ul- TU8E•1a&LL10NS • ... • 4� VERTICAL MULL E SPAN'U ANCHOR CLIP, J TYP 4 TYPICAL MULLION ASSEMBLY INSTRUCTIONS: 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING, 2, CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 3. DETERMINE WHETHER AS REQUIRES ONE-WAY OR TWO-WAY MULLIONS' • ASSEMBLIES CONSISTING OF STACKED OR SIDE -BY -SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS, • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS, SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. • fF ASSEMBLY TYPE CANNON BE DETERMINED USE TWO-WAY MULLION CHART. 4. VERIFY THAT MUUUO* DESIGN PRESSURE Of OPENING USING CHARTS ON SHEETS 6-10. S. QUALIFIED CUP TYPES APPEAR ON SHEETS 6-10. MULTIPLE ANCHOR TYPE/SUGSTRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED, 6. THE LESSER DESIGN PRESSURE OR MUWON OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. DO N Y s - by Hann F. Homo, P.E. 1 , � SSN• IM �BddLl Ps :I—apprm! t4s doaaL•rR SIa rrar d�'ar, xX+I DaN:201A02.1416:60:A71-OSOO' yMh1r, r'W1 'W2' HORIZONTAL'IT" MULL SPAN MULL SPAN ,L, WY 'VYJJj l' —1 HORIZONTAL SPAN "•",�ID� A CY•OI OF •Aff Wt IfT4 {.'Al1 �� Eastern ""•�' ",�"�"�` "`�. /ALYw•M Yw �n vMr HM1 WMm[AK HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERT)CALANDHORIZONTAL CONFIGURATIONS m am D2 '.0,5 1 PMfi ,P,A— PA- sn�n. nod . v �AArw an T)H Rw: WTS. inn NFI Cla b40•L K. r "` Ano..o mn nY r rip raa laws+nex _. ' . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . .. . . . . . . . . . . . . . . . . . . . . ... . . . ... . .. . . . .. ... .. --� �-�— 1.000" 1 000" • • • • • • • • • 0.250" 0,250" 0.125" 0.125" 4,000" 4.DD0" 3.125" 3.125" 0,375" 0.625"' 0.250" 0 1" X 3-1/8" (LIGHT) 1" X 3-1/8" (HEAVY) 1" X 4" 2" X 4" MULLION MULLION MULLION MULLION SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEETS FOR SEE SHEET 9 FOR QUALI I�VS QUALIFIEDCLIP5 UALIFIf CLIPS QUALIFIE L NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. F Q/��' REVSIONS Qp %N 74- TyT Q4 tr _ pot P. BY DATk DEGCRPTpN r EASTERN MICNREGTIAAI SV8TEu8 Eastern WTE -TA �. A •ar rwrry Mrw .whlra Yi,a Yl RMYfRS. FI lHS} .•."+n w...r.nw..•.n Onn"" 19R4D1•}1DD HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS •UIIOlNG 0R0D5, INC fBDF CFRTIFICAIF Of AVTNORNATION N0. }!!}D ice--- 4" --�{ 0 0 2.625' 3.375' 0 0 2.25' 0.12s" 2^ 2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 2.25" p 2.25' 0 2.25" o 0.122- T 2" X 5" X 2 1/4" L-CLIP 10.46' 2.50" 2.25" O o 2.Z5' '!\ 2,25' 0 2.25' o 0 2.251 0.188' 1,225" �y I 1 10 15/32" X 2 1/4" H-CLIP ALUMINUM 6063-T6 2.25" 2.25' 2.25' 0 0 0 0 2.625" 0 0 0 0 0.125" 0.875" 1 81/4" X 3 3/8" H-CLIP ALUMINUM 6063-Tfi ALUMINUM 6063-T6 0.722'--1 o .— oo 7 0 2.2S" —1 2.125' 21/4" U-CLIP ALUMINUM 6005-TS . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . eta. i.ZS o • • ••• • • • /1 • 1.75' 0 2.25" 0 • ••bl 5"• • • •• • 2• 2" X 5" X 13/4" L-CLIP ALUMINUM 6063-T6 o 0 1.75" o 2.32s' 13/4" U-CLIP ALUMINUM 6005-T5 t j+�f#fry FS'✓QW15�ICYMS' tip Q" dr &m Cufff ilmo W%.RG71i m SNTp I 06BC—T— �4-� 5.375" T 2" X 4" X 5 3/8" L-CLIP ALUMINUM 6063-T6 2.335 2.25- 0 0 0 0 2.2 - 0 2.25' O 0.188" T_ 10 15/32" X 13/4" H-CLIP _T ALUMINUM 6063-T6 • Eastern '"�°' " L.t,.�.,,fTK.V,1ti. urn ee wtm "x rt vrt� n e»u ' HVH2 CUPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS rsn am"R a umAoRWr.Tnti wa Mn . . ... . . . ... • • • • • • • • • • • • ••• • • • • ••• INSTALLATION ANCHOR • • (SEE NOTES SHEETS INSTALLATION ANCHOR • • • • • • • • • • • • • • • INSTALLATION ANCHOR HORIZONTAL 6.10) 2 1I2" MIN. (SEE NOTES SHEETS • • • • • bl/2" MjN. • • (SEE NOTES SHEETS EDGE DIST. 6.10) • • • EMBEDMENT• • 6-10) MULLION, TYP. • • • CONCRETE OR e MASONRY BY OTHERS ° v 0 CAULK BETWEEN ° e a e d 11/4" MIN. 3/4" MIN. • °• • • • • EXTERIOR MULLION CLIP CONCRETE/ MASONRY & 1X n ° EMBEDMENT EDGE DI5T. S • • • • • • TYP• WOOD BUCK BY OTHERS __._ _ — — • • • • • — U' CLIP • • • TYP. v • • • • • • • • • • 1 X WOOD BUCK CONCRETE OR v EXTERIOR INTERIOR BY OTHERS MASONRY BY OTHERS CAULK BETWEEN o MULLION CLIP CONCRETE/ MASONRY & 2X VERTICAL TYP. WOOD BUCK BY OTHERS o MULLION, TYP. I I � I I I I 2 X WOOD BUCK ° EXTERIOR I I INTERIOR BY OTHERS ° — MULLION INTERIOR TYP. p HORIZONTAL SECTION I MULLION I T-MULLION INTERSECT DETAIL C HORIZONTAL SECTION SIDE VIEW � VERTICAL SECTION 4 IAMB-2XWOOD BUCK -...... ....._......�. ............. _.�. ®—HEAD •CONCRESIDE VIEW -HORIZONTAL TE/MASONRY I I SIDE VIEW -VERTICAL INSTALLATION ANCHOR YP' (SEE NOTES SHEETS I I q 6-10) l i HORIZONTAL N. T MULLION, TYP. EXTERIOR j INTERIOR MULLION EXTERIOR INTERIOR I I TYP. NOTE MULLION CLIP DETAILS SHOWN ARE TYPICAL FOR ALL ® ® TYP. MULLION & CLIP ASSEMBLIES. SEE VERTICAL I SHEETS 6-10 FOR ALLOWABLE MULLION ( CONFIGURATIONS, SIZES, AND DESIGN __ L...___.-_ 1 _ .MULLION, TYP. I I MULLION CLIP PRESSURES. 4 I TYP. HORIZONTAL SECTION a - e 4 X-MULLON INTERSECT DETAIL a < e a ,INTERSECT VIEW 1 1/4" MIN. d ° ° EMBEDMENT PRECAST SILL a e n } `\,\`�F i��♦♦ REOSON5 �� EeaTERN.RDNrtEcnwn6rstnn BY {,Eastern -A� 0 ♦ ENTERNRETN.EroPLY \\\ CCU'• I♦ INSTALLATION ANCHOR �� \ •- -� ti�,�;,;"Mµ„^,! �;,;;,`„� iTMY[ iM,»ix 1 .4 O Rn wi°iw (SEE NOTES SHEET 5 �E' 6-10) 2 1/2" MIN. * -� * _ HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS EDGE DISTANCE q T T x NSTALLATI N DETAILS [p VERTICAL SECTION - �p =:9� P;. �w� D.TE DMWNEY: tlppPa RY 4 SILL-SILL-CONCRETEJMASONRY ♦♦♦ C9�� DRPwwD2�0513 ��E T1H RNLD:NG MOPS. 1Nc i -�tC \ SIDE VIEW -VERTICAL \SSE PA-0003 N.T.S. f6VE ZATCEP1 Wf # PUTNg111igTIDN NIt x%1E oEPe w m� abTa Rr n.>E. aescevrow Rev "E4 OF 11 REv •• •• • • • •• •• • • • • • • • • • • • a911�1�� •�I�IIIIIIII�iIO�ll I IIIAI� • • • • H-CLIP ANCHORS ALL INSTALLATION HOLES MUST HAVE AN ANCHOR INSTALLED IN THEM MULLIION AND CLIP ASSEMBLY TYPICAL ASSEMBLY SHOWN WITH 1" x 31/8" MULLION AND H-CLIP. OTHER MULLIONS AND CLIPS ARE APPROVED. SEE INDIVIDUAL MULLION SHEETS !� •VERTIOALMULUON • GOlyj�IEQi Q IQ �1L�r • J�IV • • • HORIZONTAL MULLION \ fir, F �'rlrt, REV6�N5 M6 a�6/�[M1►K i1L 336 By M7E OFSCRPION SUBSTRATE BY OTHERS SUBSTRATE VARIES, SEE NOTES SHEETS 6 - 30 r EnarERN nRcwrtw7uRrn. sY6TEris Eastern GRTCRMME /YiYP6LY INtJen,,tiJM n o V�tiv1. i—I DOMESTIC AW - RI.MR9_t13991Z HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS �...5 BUNDWGINC Ea9F CER/ItNnIFICAT E Ot AUTNORIZAnON N0, 79a14 _ DESIGN PRESSURE UMITS FOR MULLION: 1" x 3-1/8' (LIGHT) - ONE-WAY MULLIONS SPANV TRIBUTARYWIDTIt'W'(IN.) (IN.)18 _ 24 30 36 42 48 53.12S _ 54 60 24 200.0 200.0 200,0 200.0 200.0 200.0 200.0 200.0 20D.0 36 200.0 200.0 200.0 200.0 200.0 200.D 200.0 200.0 200.0 a8 200.0 60 2=0 200A 200.0 200,0 181.0 20D.9 _ 158.0 200.0 143.3 2oD.0 F134.3 200.0 129.8 200.0 129.3 200.0 127.6 72 161.6 123.7 101.5 87.3 77.7 71.1 67.2 66.7 63.8 84 10140 76.9 62.7 53.5 47.1 42.6 39.7 39.3 36.9 96 67.4 51.1 41.5 35,2 30.8 27.6 8.6 25.2 1 23.5 108 47.2 35.7 28,9 24.4 21.3 19.0 17.5 17.2 15.9 0£SI6N PRESSURE LIMITS FOR MULLION: 1" x 3.1/8" UGM - TWO-WAY MULLIONS SPAN'L' TRIBUTARVVADTH'W IN.) IN.) 18 24 30 36 42 48 53.125 54 60 24 200,0 �20D.0 200.0 200.0 MO 200.0 2M.0 200.0 36 _..._.�..__. 48 200.0 200.0 200.0 2D0.0 200.0 _._.._ 200.0 _200,0 200.0 _.. 167.5 192A _ 143.6 167.5 _.....-_ 125.6 151,3 _---' 113.5 148,9 ___ 111.7 134.0 _...__ 100.5 60 200.0 200.0 160.8 134.0 114,9 100.5 90.8 89.3 8114 _ 72 84 _157.6 99.2 118.2 74.4 945 59.5 _78.8 49,6 67.5 42.5 5911 37.2 53_4 33.6 52.5 33.1 47.3_ 29.8 96 66.5 49,9 39.9 33.2 28.5 24,9 22,5 22.2 19.9 108 46.7 Wo 29.0 23.3 20.0 17.5 15.8 15.6 14.0 QUALIFIED ANCHOR CLIPS 0 0 0 21/4" U-CLIP ALUMINUM 6DOS-TS U-CLIP FOR USE ONLY IN MULUON-TO-MULUON CONNECTIONS NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. 1 000" • • • • • • • • 1 • • • :MULLION• MULLION see 0.125" 3.125" • • • • • • • • • I • Lij ••• • • •• • • ••• •• ONE-WAY MULLION DIAGRAMS 0.375' 1" X 3-1/8" (LIGHT) MULLION ALUMINUM 6005-TS 0 0 0 0 0 0 2" X 5" X 2 1/4" L-CLIP ALUMINUM 6063-T6 **MUST BE USED IN PAIRS O 0 0 0 0 0 1015/32" X 21/4" H-CLIP ALUMINUM 6063-T6 TRIBUTARY WIDTH s WI + W2 TWO-WAY MULLION DIAGRAMS TABLE NOTES: SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS, ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS U: 1 �APCO • R "�TAPCO4F�RMETAL: 1/L-DWS (GRADE 5) INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2' & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.5S, • HOLLOW CMU ANCHORS SHALL HAVE A MIN, EMBEDMENT OF 1.1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.D45" THICK) 33 KSI YIELD, ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. ��• •�� T , •••. ..••' � `SGIE:1764rtPE O'�H �� n �`�• REVISIONS FnsrEHw �HCNaecruwH. tr4rEu5 Eastern EASON TQ NN'ME AL S MLv �6itlM I� C•A HZ CLIPPED ALUMINUM TUBE MULLIONS TICAL AND HORIZONTAL CONFIGURATIONS " 3 8" LI HT MULLION LPA-0003 TIHtwEaxcoaow.iwt N.T.S. a01wOHIZNTION NO, 2951t wv OnTF OESCHPTON DESIGN PRESSURE LIMITS FOR MULLION: 1" x } 8' HEA - ON E- WAY MULLIONS SPAN V TRIBUTARY WIDTH W IN. IN. 18 24 30 36 41 48 $1125 54 60 24 200.0 2010 200.0 2010 1010 200.0 200.0 =0 2010 36 200.0 200.0 200.0 2000 =0 2010 200.0 200.0 2010 48 200.0 2=0 200.0 2010 2010 20R0 20110 2010 200.0 60 2010 2010 2010 19L4 176.7 16715 162.2 16L6 159.4 72 201D 154.5 126.8 109.1 97.1 8&9 84.0 83.3 79.7 84 126.2 96.1 78.4 6" 58.9 S3.2 49.6 49.1 46.1 96 84.2 619 51.8 44.0 AS 34.S 3L9 31.5 29.3 106 5&9 44.6 3&1 305 2&6 23.7 2L8 215 19.9 DESIGN PRESSURE UNM FOR MUWON: 1' x 3- 8" HEA -TWO-WAY MULUONS SPAN V TRIBUTARY WIDTH 1Y IN. IN. ]8 24 30 36 1 42 48 1 S1115 1 54 60 14 2010 2=0 200.0 2=0 200.0 200A 2=0 2010 200.0 36 2000 200.0 200.0 2010 M4 167.5 ISL3 14&9 1340 48 2010 2010 200.0 167.5 143.6 125.6 1115 11L7 3015 60 2010 2DDD 10.8 13.0 214.9 100.5 90.8 89.3 814 72 196.8 147.6 118.1 96.4 $4.4 73.8 6&7 55.6 591 _041 124.0 93.0 74.4 62.0 511 4&$ 410 4L3 37.2 96 83.0 fill 49.8 415 35.6 3L1 311 27.7 24.9 108 5&3 417 35.0 29.2 25.0 2L9 19.9 19.4 1 17.S 000 • •: : . • 0 :• • •.• - MULLION • 1.000" . , • • , • . MULLI ..0 • .. •.. • 0.125' ••• ; : .•• • • ;. 3.125' •• :•: • • • •.• • s . . • • • • •' • : • 0 * •ONE-WAY MULLION DIAGRAMS 0.6Z5' 1" X 3-1/8" (HEAVY) MULLION ALUMINUM 6005-TS QUALIFIED ANCHOR CLIPS 00 0 13/4" U-CLIP o 0 ALUMINUM 6005-TS 0 0 0 0 U-CUP FOR USE ONLY IN M LLION- O-MUL N 2" X 5" X 13/4" L-CUP ECTIONS ALUMINUM 6063-T6 **MUST BE USED IN PAIRS 0 O 0 N FOR SPECIFIC UP TMAND DIMENSIONS. 0 0 0 1015/32" X 13/4" H-CLIP ALUMINUM 6063-T6 TRIBUTARY WIDTH : WI • W2 2-- TABLE NOTE5: TWO-WAY MULLION DIAGRAMS SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CUP DETAILS, LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS. ANCHOR REQUIREMENTS: • WOOD: k14 WOOD SCREWS • CIAU: 1/4" TTW TAPCONS • CONCRETE: 1/4' ITW TAPCONS • METAL 1/4' SELF -DRILLING SCREWS (GRADE Si INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.-OSS. • HOLLOW CAAU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4' & EDGE DISTANCE OF 2-1/2", HOLLOW CMU SHALL BE MEDIUM WEIGH'T FORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4' & EDGE DISTANCE OF 2.1/2". CONCRETE SHALL BE ww-4566159- • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045' THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN.1/8" THICK ALUMINUM 6063-TS. ry'"e�4, a2io4iCFIDN'3 1,p`i .` � .. 0 _ QApA_EIiAQM. �7l ]J74M.-. .",..� Uh IS+iYW.. pR;•CH:PAY7M veruei.•o��n •.ne+ w EnSlern W fM01 MFTM fIR1Y uwe oor•x av p!•1pKM0 HVHZ CUPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS winift ONOMw • RK CtRrNKATXw •un+a4Q•m•.o. »sn DL%*N PRESSURE UMTS FOR MUUJON; 1- x 4" • ONE-WAY MULUONS SPAN'L' TRIBUTARY WIOTH W IN. IN. 18 24 30 1 36 1 42 48 153.125 54 24 2MO 2WT 200.0 200.0 20D0 200.0 200.0 200.0 - 36 =0 200.0 2000 2000 2MO 2=0 2M0__=_P 200.0 48 2WO 200D 20R0 200.0 200.0 2W.0 200.0 2000 2W.0 60 2=0 =0 200.0 MO 200.0 200.0 AnD 200.0 MO.0 200.0 200.0 200.0 191.5 161.6 147.9 139.7 138. 2WO 159.9 130.4 111.2 980 SB.S a $L7 % aa1 1063 863 73.2 64.1 57.4 53.1 S15 8 106 98.1 74.2 60.1 5" 44.3 1 39.5 36.3 35.9 1 33.1 DESIGN PRESSURE UMTS FOR MULLION:1".4" TWO-WAY MUW0N5 SPAN'l' TRI8UTARY WIDTH W IN. (IN.) 18 24 30 1 36 1 42 48 53.L25 54 60 24 20D.0 200.0 2000 2=0 2MO 200.0 2=0 200.0 200.0 36 200.0 200.0 2000 2000 2W.0 200.0 200.0 200.0 198.5 46 2000 20O.D 20D.0 200.0 =0 1&1 168.1 166.4 14" 60 200.0 200.0 200.0 11.5 1701 148.8 134.5 1313 1111 72 200.0 2000 196.6 163.8 140.4 122.9 111.0 109.2 98,3 84 20D.0 154.7 123.E 103.2 88.4 77.4 69.9 68.8 61.9 96 138.2 103.7 92.9 69.1 59.2 SL8 46.8 46A 115 108 97.1 718 S8.2 48.5 41.6 3&4 32.9 314 29.2 QUALIFIED ANCHOR CLIP 2" X " 3 3/8" L-'6LI P ALUMINUM 6063.T6 "MUST BE USED IN PAIRS h-- 1.000" � I 0.250" 4.000" 0.250" 1" X 4" MULLION ALUMINUM 6005-T5 0 0 0 0 0 0 0 0 81/4" X 3 3/8" H-CLIP ALUMINUM W63-T6 NOTE: SEE SHEET 3 SPECIFIC IP WW AND DIMENSIONS. • TRIBUTARY WIDTH * W1 + W2 Y- TABLE NOTES: MULLION ONE-WAY MULLION DIAGRAMS TWO-WAY MULLION DIAGRAMS SEE SHEET I FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS, LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MUWON DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ANCHOR REQUIREMENTS: . WOOD; #14 WOOD SCREWS �EWS (GRADE 5) INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2• & EDGE DISTANCE OF 1'. WOOD SHALL BE MIN. 5.G.•0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL Of MEDIUM WEIGHT FORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4' & EDGE DISTANCE OF 2.1/2-. CONCRETE SHALL BE • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 IM YIELD. ALUMINUM SHALL 8E MIN. 1/8" THICK ALUMINUM 6063-T5. Div" F °+�,� aLwrslDNs fO2 x,TOM HVHZ CUPPED ALUMINUM TUBE MULLIONS ,ATE VERTICAL ANO HORIZONTAL CONFIGURAT10N5 " 4"wita02 ST1H ....... bsr�• N.T.S. AunaruAnowta.at>. W+�'W. 1Il,M. ..... aw awn}... 1f&wca�wormw kkw• . ayc' 17 DESIGN PRESSURE LIMITS FOR MULLION:2"x4"-ONE-WAYMVLLIONS SPAN V v TRIBUTARY WIDTH" W'(IN.) �IN,} 38 24 30 36 42 48 53.125 54 60 24 200.0 200.0 20D.0 2W.0 2W.0 2M.0 200.0 2W.0 _ 2 . 36 200.0 200.0 200.0 2W.0 2000 20D.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 2D0,0 200.0 200.0 60 200.0 200.0 2W.0 200.1) 200.1) 2M.0 20D.0 2W.0 20D-0 200.0 20010 2000 200.0 2M.0 197.0 188,0 186.8 180.I % 200.0 200.0 2W.0 159.0 195.1 129-1 166.a 709.5 1a6,6 95.9 132.5 85.9 123.5 79.5 122.2 78.S 4:-9 73.0 10H 146.7 111.1 89.9 76.0 66.2 59.1 544 53.7 49.5 DESIGN PRESSURE LIMITS FOR MULLION: 2" x 4" • TWO-WAY MULLIONS SPAWC TRIBUTARY WIDTH' W (IN.) (iNj 38 24 �30 36 42 48 51125 54 60 24 200.0 1 200.0 2W.0 200.0 2000 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 20D.0 200.0 20D_0 200.0 197,0 178.0 175.1 157.6 60 2000 2M.0 200.0 200.0 180.1 157.6 142.4 140_1 12&3 72 2W.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1 84 200.0 200.0 180.1 150.1 128.7 122.6 101.7 100A 90.1 200,0 155.1 724.1 103.4 88.6 77.6 70.1 68.9 62.0 108 145.2 108.9 87.1 72.6 1 62.2 54.5 49.2 48.4 43.6 QUALIFIED ANCHOR CLIPS 2" X 4" X 3 3/8" L-CLIP NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. • • -T 00 • • MULLION • • • • � � � MULL�OrI, • • •• •• •" go ONE-WAY MULLION DIAGRAMS ALUMINUM 6005-TS / TRIBUTARY WIDTH = Wl+W2 2 TABLE NOTES: TWO-WAY MULLION DIAGRAMS 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS, 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS, 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS . METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN.4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. {0.045" THICK) 33 K51 YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. %%.. -.fl EA9TRRN wR�NRECTURAL SY97EM6 .-n�s F p /��' REVISIONS ••� Eastern AOY•O.Ox fAStFRN NETN IYTLY (v .fE i IA)r1 MM1 M12 70/ AV£ * i w HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS O . 2" x 4" MULLION •. 9( P;' cu � nArF� ow+wum. • ngroer •... .••' ��`\\� 02 OS 13 T1H ewwncoRors,ac ORAWN6- 9C/L[.: 16�[CEII71f1LAT(OC PA-0003 N.T.S. UNORlnnoNW 29s78 JY4 LA6iN11A � M•x 4 4i. 339 SHEEI; REM. BV UAEE OESCRPTDN REV p ry4 71 DESIGN PRESSURE UMRS FOR K901.110W 2" x 6' -ON E-WAYNULUONS SPAN'1' TRIBUTARY WIDTH W IN. - IN. U 24 30 36 42 48 53.125 54 60 ~ 24 20a0 2=0 MO 2=0 =0 =0 20a0 20a0 20a0 36 200.0 2WO 20a0 20Q0 20a0 20a0 20a0 2W.0 20a0 48 2000 200.0 20a0 20a0 20a0 20a0 20Q0 2W.0 200.0 60 20a0 20a0 20Q0 2oa0 2M.0 2MO 2MO 2W.0 Xt0.0 :1 20a0 20a0 2MO 20aD 200.0 597.0 1B80 1868 18D] 64 200.0 200.0 2000 19L0 171.5 157.6 148.7 147.5 14R1 96 200.0 20a0 166.8 161.6 14" 1313 U3.D 12L3 114.6 log 1 20a0 197.0 162.7 14Q1 124.2 112.6 104.9 ]03.B 97.0 DESIGN PRESUME LIMITS FOR WAIJON: 2' x 6' - TWO-WAY K4LW0NS SPAN V TRIBUFARY WIDTH W IN. (INJ 18 24 30 1 36 1 42 48 53.1251 SA 60 24 200.0 2MD 2W.0 20Q0 20a0 20Q0 20Q0 2000 20a0 36 20a0 20a0 200.0 200.0 200.0 200.0 20a0 200.0 200.0 49 20a0 20MO 2=0 20ao 20a0 L47.0 17&0 17&1 157.E 60 2M.0 200.0 2MO 20a0 180.1 157.E 142.4 140.1 1M1 72 200.0 20a0 200.0 175.1 MA 131.3 11&7 116.7 105,1 84 Mg 200.0 18a1 150.1 12117 112.6 301.7 10a1 9Q7 % 2W.0 197.0 157.E 13L3 112.6 9&5 99.0 B7.6 7fl8 SOB 20a0 175,1 14Q1 116.7 100.1 ST6 79.1 '1 Tao QUALIFIED ANCHOR CLIPS 2" X 4" X 5 3/8" L-CLIP ALUMINUM 6063-T6 "MUST BE USED IN PAIRS NO HET 3 FOR SPECIFIC CUP ]TYPES AND DIMENSIONS. •• +•� • •� •• • ••• • • MULLION MULLI`O • • • .. • `•• ••ONE-WAY MULLION DIAGRAMS 2" X 6"MULLION ALUMINUM 600S-TS TRIBUTARY WIDTH • Wl + W2 1-- TABLE NOTES: MULLION TWO-WAY MULLION DIAGRAMS SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CUP DETAILS. UNEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULUON DIMENSIONS. SEE SHEET 3 FOR SPEOFIC CUP DIMENSIONS. ANCHOR REQUIREMENTS: • WOOD: N14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4' ITW TAPCONS • METAL: 1/4" SELF-DRILUNG SCREWS (GRADE 5) INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.1/2" & EDGE DISTANCE OF 2'. WOOD SHALL BE MIN. S.G.-0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-114" & EDGE DISTANCE OF 2.1/2". HOLLOW CMU SHALL BE MEDIUM WEIG14T CONPONMIO ASTM C 90. • CONCRETE ANCHORS SHAD HAVE A MIN. EMBEDMENT OF 1-3/4' & EDGE DISTANCE OF 2-1/2'. CONCRETE SHALL BE MIN. 4000 PSI. • MIPT'AG AN15"0491RALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN.18 GA. (0,045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. VS' THICK ALUMINUM 6063-TS. .lr F 10 °`�,. R>� ,.., EasterntMlt"° mow:.,. '�`. M." `� %�1.+'4�•* mmn .4lYMIw4M �wp V�.i�: 1mM1f1011fi�C mV! 'L, y.+ .r mmmmmmm�nmwwvw�- .. • •w.o. �w.rr..." n IaTNO�Q'A # s �VIOr 70 T4 � � HVHZ CLIPPED ALUMINUM TUBE MULLIONS m ST�rTp M VERTICAL AND HORIZONTAL CONFIGURATIONS t. "•y'�iF",,,•'ci,r wx. oluv«er 02 OS ]3 TIH N.T.S.,,,,{#yQ+`,S'w ....... rrlcrie o•o.,l rc spy owwlo wd •CX.t: n�! C[•1'N[I" a PA 3 i �nru•v�+w« •o. mn x4 aw9tls Aw � '�i+c �u x av W1' 'W2' HORIZONTAL MULLION TRANSOM OVER MULTIPLE UNITS 4 VERTICAL MULLION HINGED DOOR W/ SIOELITE MULL SPAN 'L' � F�l 1�1 lyl 1�� HORIZONTAL MULLION MULTIPLE UNIT ASSEMBLY MULL SPAN 'U NOTES: 1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT SPECIFICALLY SOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2. IF THE LOADING TYPE CANNOT BE DETERMINED, USE TWO-WAY ASSEMBLY CONFIGURATION VALUES. 3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. • . ... • •EXAMPLE 01-a&E-W/W MALIgN ASSEMBLIES • • • 1 • VERTICAL MULLION F. 0 •., - v� T z 3" EAST OA*A=MVlW..'%M. 33• A. • • • MULL SPAN T' 'W1' 'W2' MULL SPAN 'L' HORIZONTAL MULLION MULL SPAN 'L' HORIZONTAL MULLION 7 W 1' 'W2' REVISIONS EA•TERN MGNREOTURAI •T•TE W Eastern EA•![FMN.�. Ifi391 DOTAf.S'DC AVF. A::c i"'w .A:a'Wea..w•:nn o'.'.'�a:w RY9fA5. Flfi912 �. • lanro�-t+w TOM! HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS MULLION ACCC"Rl V AND I MAM EXAMPLES OATV DFAW',o' PREPARED 02 OS 13 9ONFUEEWTN: POA N-O0' 003 Sc—: TJH N.T.S. AMHO.TTNNNO M At.: NaptCrAIMOSTfOf 9 DATt: OESCRPTtIN REV 13 nF 17