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WS-11-20-2531Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 45 NW 95TH ST, Miami Shores, FL 33150 1131010330580 Contacts FHIA LLC Contractor WAYNE BURNETT 3044 sw 42, HOLLYWOOD, 33312 Business:9547924415210 PERMITS@FHAPRODUCTS.COM Inspection Requests: Description: REPLACING 10 WINDOWS AND 3 DOORSVWITH Valuation: $ 36,500.00 305-762 4949 IMPACT SIZE FOR SIZE TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $22.20 DBPR Fee $3.45 DCA Fee $2.30 Education Surcharge $7.40 Scanning Fee $12.00 Technology Fee $5.75 Windows/Shutters Fee $180.00 Total: $283.10 Payments Date Paid Amt Paid Total Fees $283.10 Credit Card 11/03/2020 $50.00 Credit Card 11/12/2020 $233.10 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to 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 for all work done by either rn elf, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WIa S, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information iwork will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above o do he work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date November 12, 2020 Page 2 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 45 NW 95TH ST, Miami Shores, FL 33150 1131010330580� Contacts FLORENCIO CABALLES Owner Florencio Caballes Applicant 45 NW 95 ST, MIAMI SHORES, FL 331501709 45 NW 95 ST FHIA LLC Contractor WAYNE BURNETT 3044 sw 42, HOLLYWOOD, 33312 Business:9547924415210 PERMITS@FHAPRODUCTS.COM ._... _.......... ..__ ..................... I'll._.. ............. _._ _._., ,..,.._ ___...-.. -_—--__ --------------- p Inspection Requests: I Description: REPLACING 10 WINDOWS AND 3 DOORSVWITH ? Valuation: $ 36,500.00 1305-762-4949 IMPACT SIZE FOR SIZE Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $22.20 DBPR Fee $3.45 DCA Fee $2.30 Education Surcharge $7.40 Scanning Fee $12.00 Technology Fee $5.75 Windows/Shutters Fee $180.00 Total: $283.10 Applicant Copy Payments Date Paid Amt Paid Total Fees $283.10 Credit Card 11/03/2020 $50.00 Credit Card 11/12/2020 $233.10 Amount Due: $0.00 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 maybe found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. November 12, 2020 Page 1 of 2 Miami Shores Village RECIT, IVEID Building Department BJY--AkAP 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972-�-}-� INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No. Lps _ `�"2d '2 1 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 75 NW 95 ST. City: Miami Shores County: Miami Dade Zip: 33150 Folio/Parcel#: 11-3101-033-0580 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): FLORENCIO CABALLES. Phone#: 786-385-0715 Address: 75 NW 95 ST. City: MIAMI SHORES State: FLORIDA Zip: 33150 Tenant/Lessee Name: N/A Phone#: N/A Email: N/A CONTRACTOR: Company Name: FHIA, LLC Phone#: 9547924415 Address: 3044 SW 42 STREET City: HOLLYWOOD State: FLORIDA Zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone#: State Certification or Registration #: CGC061890 Certificate of Competency #: N/A 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: $ 36,500 Square/Linear Footage of Work: 145 Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: REPLACING 10 WINDOWS & 3 DOORS W/ IMPACT SIZE FOR SIZE. Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ " 11 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State WE WE Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is is ued. /n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. � M Signatur 4 Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this k day of DC 4-0 4/ 20 2-0 by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as The foregoing instrument was acknowledged before me this 21 day of C/ 20 Z U , by l 'r , who is p n nown to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Print: f'f`� Print: e C Gc"- Seal: .;� ••,, ABDIELR. CASs 0 Seal: ` MMIGUEL S O ERCADO MY COMMISSION # 079600 OOMMlS # GG095745 =.4f EXPIRES: March 6, 2021 EXPIRES April 19, 2021 °%i ppi i�`op•• Bonded Thry NOWY Pubic Underwriters V_ I APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 2 R ;OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3101-033-0580 Property Address: 45 NW 95 ST Miami Shores, FL 33150-1709 Owner MARCIANA J CABALLES TRS F AND M CABALLES LIVING TRUST FLORENCIO P CABALLES TRS Mailing Address 45 NW 95 ST MIAMI SHORES, FL 33150-1709 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units Actual Area 1 2,082 Sq.Ft Living Area 1,693 Sq.Ft Adjusted Area 1,871 Sq.Ft Lot Size 10,725 Sq.Ft Year Built 1971 Assessment Information Year 2020 2019 2018 Land Value $247,640 $247,640 $235,922 Building Value $142,664 $143,833 $145,002 XF Value $1,613 $1,634 $1,656 Market Value $391,917 $393,107 $382,580 Assessed Value $127,308 $124,446 $122,126 Benefits Information Benefit Type 2020 2019]$260,454 Save Our Homes Assessment $264,609 $268,661 Cap Reduction Homestead Exemption $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 6 PB 10-39 E1/2 OF LOT 22 & ALL LOT 23 BLK 131 LOT SIZE 75.000 X 143 OR 12401-2366 1284 1 Generated On : 10/21/2020 Taxable Value Information 2020 20179 2018 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $77,308 $74,446 $72,126 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $102,308 $99,446 $97,126 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $77,308 $74,446 $72,126 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $77,308 $74,446 $72,126 Sales Information Previous OR Book - Price Qualification Description Sale Page Corrective, tax or QCD; min 10/13/2018 $100 31118-2955 consideration 12/01/1984 $63,500 12401-2366 1 Sales which are qualified The Office of the Pronertv Annraiser is continually editing and undatino the tax roll This website my not reflect the most current information on record The Pronertv Annraiser https://www.miamidade.gov/Apps/PA/propertysearch/ 10/21 /2020 .41 '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, Skylights or Fixed Glass Wadding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledge t: V 04rU C WO �� alifier/Owner Signature Date Print Name Page 1 of 10 FHIA, LLC Broward: 954-792-4415 License No..CGC 061890 / Q844818 Miami Dade: 305-545-4469 3044 SW 42nd St. Z , Fax: 954-792-2170 Ft. Lauderdale, FL 33312 e L' FLORIDAMWeb: www.fhiaremodeling.com j Z IMPROVEMENT Email: info@fhiaremodeling.com ASSOCIATES Home Improvement Contract MARCIANA CABALLES 786-385-0715 Date:10/17/2020 1145911 mcaballesorchid@yahoo.com Rep: Tad Daly 45 NW 95TH ST 786-376-4599 Miami shores FL 33150 This Contract is made and entered into this date of 10/17/2020 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 opening as necessary to receive replacement units. 3) Total number of windows being installed 4) Total number of doors being installed 5) Work NOT to be completed: 10 3 No Interior or exterior painting. Doing whole house 6) If applicable, remove the following shutter panels, and/or security bars. (specify) Removing 11 security bars and 2 security bar doors 7) Special Instructions: Customer taking advantage of lifetime warranty promo from CWS. 8) Cleanup job debris and provide necessary permits and insurance. If applicable, in the event that Contractor is unable for whatever 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) FHIA will do all finishing work. Patch, sea l,cauIk,stucco,drywal1. Paint ready no touch up paint replace all bucking where needed. MARCIANA CABALLES 1145911(Customer's Initials) — Homeowner's Association NO I Total Contract Price (including all discounts) $36,500 I 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. — Window Style Glass Type Location Interior Color F A Exterior Color 2 Lite Roller White Inner -Layer Master Bathroom White White Window Brand Quantity Insulated Size Page 4 of 10 Custom Window Systems 1 Included 36 X 37 - Window Style 2 Lite Roller Window Brand Custom Window Systems Glass Type White Inner -Layer Quantity 1 Location Garage Insulated Included Interior Color White Size 36 X 37 F A Exterior Color White Window Style 3 Lite Roller Window Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 1/4 1/2 F/4 Location Living Room Insulated Included A F Interior Color White Size 105 X 63 Exterior Color White Window Style 3 Lite Roller Window Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 1/4 Location Family Room Insulated Included A F A Interior Color White Size 105 X 37 Exterior Color White Door Style Energy Storm Saver SGD 2 Panel Door Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 Location Living Room Insulated Included a Style 8900 Series F i A Exterior Color White Interior Color _J Size 72 X 80 rrencn uvvrs ana aiaengnLs Door Style ETI Single Door Door Brand ETI Single Door Glass Type White Inner -Layer Quantity 1 Location Entry Grid/Pattern Brittney grid Bronze Size 40 X 80 Interior Color Exterior Color Bronze Additional Details Eti bronze Dallas hopper 6 keys Door Style ETI Single Door Door Brand ETI Single Door Glass Type a White Inner -Layer Quantity 1 Location Garage Grid/Pattern Brittany grid. Bronze Size 36 X 80 Interior Color -- - Exterior Color Bronze Additional Details Eti bronze Dallas hopper 6 keys Finance Details Amount Financed $36,500 Estimated Monthly Payment $960.24 Page 3 of 10 FHIA Retail Price $46,221 Wholesale Club Discount $462 Manufacturer Instant Rebate $4,576 Dollar Discount $4,683 Total Contract Price (including all discounts) $361500 Deposit 0.00 Balance Due $36,500 Balance Form of Payment Finance ***All discounts are final. No additional promotions apply*** Vinyl Impact Windows _-- - Window Style 2 Lite Roller Window Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 Location Bedroom 1 Insulated Included Interior Color White Size 73 X 38 F A Exterior Color White Window Style 2 Lite Roller Window Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 ' Location Bedroom 2 Insulated Included � Interior Color White Size 73 X 38 F A Exterior Color White Window Style 2 Lite Roller Window Brand Glass Type Solar Max with Neat Technology Quantity Location Master Bedroom Insulated Interior Color White Size F A Exterior Color White -- ------ Window Style 2 Lite Roller Window Brand Glass Type Solar Max with Neat Technology Quantity Location Bedroom 1 Insulated Interior Color White Size F A Exterior Color White - Window Style 2 Lite Roller Window Brand Glass Type Solar Max with Neat Technology Quantity Location Master Bedroom Insulated Interior Color White Size F A Exterior Color White - — --- Window Style 2 Lite Roller Window Brand Glass Type White Inner -Layer Quantity Location Bathroom 1 Insulated Interior Color White Size F A Exterior Color White This space intentionally left blank Custom Window Systems 1 Included 73X38 Custom Window Systems 1 Included 52 X 37 Custom Window Systems 1 Included 52X37 Custom Window Systems 1 Included 36 X 37 J !emu _ 4) U P ;= q h' ( GCp - GCp i� V (mph) 170 1620 FBC for HVHZ, or Fig. 26.5-la Risk Category 11 3'ablc l.5-1, page Exposure C Sa-Uou 26.7 Kd 0.85 Table 26.6-1, page 250 Kxt 1 Figure 26.8-1, page252 GCpi 0.18 -0.18 0.55 Pilch ofrwf 3/12 14,0 degrem thcIa 14.0 degrca Specialty Engineering Consultants, Inccr, 1599 SW 30 Avenue, SuBe #20 Boynton Beach, FL 334326FL. CA # 009217 ' Wind Velockes in South Florida Dade Broward Palm Bench Risk Cat. 1 l65 l56 156 Ltw risk to humans farms, shods Risk Cat_ 2 175 170 1 1711 1 idmca Risk Cat, 3&4 186 I80 I I80 I Essential Facllitics Arm f-P..mi Arm of wen mmt Ara ofcomponmi Arm ofwm onent Arm ofwm mt Arm ofcom onent Arm ofwm anent Ana ofcom onent Ara ofwm nmt Arm ofwm o tent of c"II onmt-- 10.0 sf 15.0 sf 20.0 sf 25.0 sf 30.0 sf 35.0 sf 40.0 sf 45.0 sf 50.0 sf 55.0 T W60.0 6t• Man Root' • • Rei ht Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zor l • ADne 5 Z Zone 5 37.8 37.8 36.6 36.6 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 34.6 34.6 34.2 34.2 33.8 33.8 33.4 33.4 033.0 •33.0 I1 -41.0 -50 -39.8 48.4 -39.5 -47.7 -39.1 -47.0 -38.7 -46.3 -383 -45.6 -37.9 -44.8 -37.5 -44.1 -37.2 -43.4 -36.9 4 42.0 9.3 38.0 38.0 37.6 37.6 37.2 37.2 36..8 36.8 36.4 36.4 35.9 35.9 35.5 35.5 35.1 35.1 34.7 34.7 34.3 34.3 18 -42.6 -52.6 41.4 -50.3 -41.0 49.6 -40.6 -48.8 -40.2 -48.1 -39.8 -47.3 -39.4 -46.6 -39.0 -45.8 -38.6 -45.1 -38.2 -44.3 -37.8 -43.6 40.6 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.1 37.1 36.7 36.7 36.3 36.3 35.8 35.8 35.4 35.4 21 -44.0 -54.3 -42.8 -52.0 -42.4 -51.2 -41.9 -50.5 -41.5 -49.7 -41.1 -48.9 -40.7 -48.1 1 -40.3 -47.4 -39.9 -46-6 -39.5 -45.8 -39.1 -45.0 41.7 41.7 40.4 40.4 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 38.2 38.2 37.7 37.7 37.3 37.3 36.9 36.9 36.4 36.4 24 -45.3 -55.9 -44.0 -53.5 -43.6 -52.7 -43.1 -51.9 -42.7 -51.1 -42.3 -50.3 -41.9 -49.5 -41.4 48.7 -41.0 -47.9 -40.6 -47.1 -40.2 -46.3 42.8 42.8 41.4 41.4 41.0 41.0 40.5 40.5 40.1 40.1 39.6 39.6 39.1 39.1 38.7 38.7 38.2 38.2 37.8 37.8 37.3 37.3 27 46.4 -57.3 -45.1 -54.8 -44.7 -54.0 44.2 -532 -43.8 -52.4 43.4 -51.6 42.9 -50.7 -42.5 49.9 -42.0 -49.1 -41.6 -48.3 41.2 -47.5 43.7 43.7 42,3 42.3 41.9 41.9 41.4 41.4 41.0 41.0 40.5 40,5 40.0 40.0 39.6 39.6 39.1 39.1 38.6 38.6 38.2 38.2 30 -47.4 -58.6 -46.1 -56.1 -45.7 -55.2 -45.2 -54.4 -44.8 -53.6 -44.3 -52.7 -43.9 -51.9 -43.4 -51.1 -43.0 -50.2 -42.5 -49.4 -42.1 -48.6 44.6 44.6 43.2 43.2 42.7 42.7 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 39.4 39.4 38.9 38.9 33 -48.4 -59.7 -47.0 -57.2 -46.6 -56.3 -46.1 -55.5 -45.7 -54.6 -45.2 -53.8 -44.8 -52.9 -44.3 -52.1 -43.9 -51.2 43.4 -50.4 -43.0 -49.5 45.4 45.4 44.0 44.0 43.5 43.5 43.0 43.0 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.6 40.6 40.1 40.1 39.7 39.7 36 -49.3 -60.8 -47.9 -58.3 -47.4 -57.4 -47.0 -56.5 46.5 -55.7 -46.1 -54.8 45.6 -53.9 -45.1 -53.1 44.7 -52.2 -44.2 -51.3 -43,8 -50.5 46.2 46.2 443 44.7 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. 40.8 40.8 40.3 40.3 39 -50.1 -61.9 -48.7 -59.2 -48.3 -58.4 -47.8 -57.5 -47.3 -56.6 46.8 -55.7 -46.4 -54.8 45.9 -54.0 -45.4 -53.1 -45.0 -52.2 44.5 -51.3 46.9 46.9 45.5 45.5 45.0 45.0 44.5 44.5 44.0 44.0 43.5 43.5 43.0 43.0 42.5 42.5 42.0 42.0 41.5 41.5 41.0 41.0 42 -50.9 -62.9 -49.5 -60.2 -49.0 -59.3 -48.5 -58.4 -48.1 -57.5 -47.6 -56.6 -47.1 -55.7 -46.6 -54.8 -46.1 -53.9 -45.7 -53.0 -45.2 -52.1 47.6 47.6 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 42.6 42.6 42.1 42.1 41.6 41.6 45 -51.7 -63.8 -50.2 -61.1 -49.7 -60.1 -49.2 -59.2 -48.8 -58.3 -49.3 -57.4 -47.8 -56.5 -47.3 -55.6 -46.8 -54.7 -46.3 -53.8 -45.9 -52.9 48.3 48.3 46.7 46.7 46.2 46.2 45.7 45.7 45.2 45.2 44.7 44.7 44.2 44.2 43.7 43.7 432 43.2 42.7 42.7 42.1 42.1 48 1 -52.4 -64.6 -50.9 -61.9 -50.4 -61.0 -49.9 -60.0 -49.4 -59.1 -48.9 -58.2 -48.4 -57.3 -48.0 -56.4 47.5 -55.4 -47.0 -54.5 -46.5 -53.6 48.9 48.9 47.3 47.3 46.8 46.8 46.3 46.3 45.8 45.8 45.3 45.3 44.8 44.8 44.2 44.2 43.7 43.7 43.2 43.2 42.7 42.7 51 -53.0 -65.5 -51.6 -62.7 -51.1 -61.7 -50.6 -60.8 -50.1 -59.9 -49.6 -59.0 -49.1 -58.0 48.6 1 -57.1 -48.1 -56.2 -47.6 -55.2 -47.1 -54.3 49.5 49.5 47.9 47.9 47.4 47.4 46.9 46.9 46.3 46.3 45.8 45.8 45.3 45.3 44.8 44.8 44.3 44.3 43.7 43.7 43.2 43.2 54 -53.7 -66.3 -52.2 -63.4 -51.7 -62.5 -51.2 -61.6 -50.7 -60.6 -50.2 -59.7 -49.7 -58.7 -49.2 -57.8 -48.9 -56.8 -48.2 -55.9 -47.6 -54.9 50.1 50.1 48.5 48.5 47.9 47.9 47.4 47.4 46.9 46.9 46.3 45.8 45.3 45.3 44.8 44.8 44.2 44.2 43.7 43.7 57 -54.3 -67.0 -52.8 -64.2 -52.3 -63.2 '51.8 -62.3 -51.2 -6t.3 -50.7 60 -60.3 50 -50.2 -59.4 -49.7 -58.4 -49.2 -57.5 -48.7 -56.5 -55.6 50.6 50.6 49.0 49.0 48.5 48.5 47.9 47.9 47.4 47.4 46.9 46.9 46.3 46.3 45.8 45.8 45.2 452 44.7 44j514a1 44 44.$/ r 60 -54.9 -67.8 -53.3 -64.9 -52.8 -63.9 -52.3 -62.9 -51.8 -62.0 -51.3 -6L0 -50.8 -60.0 -50.3 -59.1 -49.7 -58.1 492 07 - hf Z . 4 MY 2 A- o• 77012 STATE OF act �LOR�pA.N, . SIUNAt-E ''�a�111111I I11j111'' 6 cm N O p m m z z ap W 0 q W S W G rn. D 0U LLN 51 3/4 x 36 3/4 A (+/- 60) FL16736A IA � 72 7/8 x 36 3/4 (+/- 60) 7 FL1673tt6.1 ? 0 0 BED � 35 7/8 x 24 3/4 ► 9 (+/- 60) FL16736.1 i S B t 72 7/8 x 36 3/4 Vr to (+/- 60) 0 S BED FL16736.1 35 3/4 x 24 3/4 I (+/- 60) FL16736.1 52 x 36 3/4 (+/- 60) ) S F L 16736.1 „BATH 1 t2 ry BED ? 13 U1 4 72 7/8 x 36 7/8 (+/- 60) FL16736.1 R�ECEIVED BYs 71 x 79 5/8 (+/- 60) FL11103.1 �I> 0 FAMILY ENTRY C 39 5/8 x 82 (+75/-85) NOA 19-0318.01 T-- LIVING N X 105 x 61 3/4 (+/- 60) FL 16736.2 105 1/4 x 36 7/8 (+/- 60) FL16736.2 qq 0 KIT GARAGE 39 x 81 314 (+75/-85) NOA 19-0318.01 OS � PO s J- DING REVIEW APPROVED DAT(/li ""_ H� 35 3/4 x 37 (+/- 60) FL16736.1 PRODUCT APPROVAL NUMBER: 11103.1 OPENING IDENTIFICATIONS: 6. SGD ............ . ......... . ............ .... . . ...... . . . . . . . . ... ...... . . . . . . . . .. .. . ... . . . ... . . . . ... . . .......... ............ .... ...... . Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 291 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 Ext 291 jlathrop@cws.cc Quality Assurance Representative lay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE ,/ Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1886-05 2005 ASTM E1996-05 • • • • • • • 2005 TAS 201/202/203 : • • • • • • • • • 1994 Equivalence of Product Standards Certified By • • • • • ••• ••• • Product Approval Method Method 1 Option A 000 • • • • • • • 006 • • • 0• • • • • • • • • • :•••� : 00 a0 0 C Date Submitted 04/09/2019 Date Validated 04/11/2019 Date Pending FBC Approval Date Approved 04/18/2019 Summary of Products F Model, Number or Name Description 11103.1 SGD 8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. Liml s of Use Certification Agency Certificate Approved for use in HVHZ: Yes = 1"_v3 R CAC CAR 138 1095.Dd' Approved for use outside HVHZ: Yes FLi'_103 4 C CAC CAR 138-1327.pdF Impact Resistant: Yes EL1' 103 R4 C CAC CAR 138-1612.2df Design Pressure: +60/-60I_i1?03 R C CAC CAR 138 537.odf 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 _ nD (SGD-8900 IMP. HVHZ�.otlf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports Reocr'293D Ddr 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. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395. "Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click berg_ �.�,P��roduct Approval Accepts: IFC7� VA EA M (wig I Card Safe ••• ••• • • • • • •• • • • • • • ••• ••• • • • • ••• • • • • ••• URNER ENGINEERING & CONSULTING, INC. 2428 Old Natchez Trace Trl. Camden, TN 38320 Ph. 941-3 80-15 74 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 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 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-I 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 1996/1996 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 Glass Type A (SG), and up to 48 7/8" x 77 1/2" panel sizes (80" max. door height) with Glass Type B (PVB), with max. glass daylight sizes as shown in CWS-298D • 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 • Glass Type A requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade NOA #17-0808.02 • Glass Type B requires Kuraray (Dupont) PVB Interlayer per Miami -Dade NOA #17-1114.14 • Requires Quanex (Mikron) white rigid PVC framing per NOA #17-0206.10. I have evaluated the material in this NOA and find that it complies with the requirements of the 6`" 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, norwwll.Lacquire, 4 financial interest in any other entity involved in the testing or approval process of this product. .. • i . �wt DLO RENo btu �xf .. Lucas Turner Lucas A. Turner, P.E. 2019-04-08 `� 8TATF: MSC. ; �' Fd. PE #58201 SLIDING GLASS DOOR - IMPACT r -,- 48 7/8" - MAX PANEL WIDTH MAX UNIT WIDTH 41314 GLASS MAX UNIT ( '': DLO HEIGHT _ _ SEE CHART I' II O X B I I GLASS DLO j MAX PANEL HEIGHT I SEE CHART SEE CHART f. ....-...-..- 14513116" MAX UNIT WIDTF- �-- 48 7/8" - MAX PANEL WIDTH -41314"..... GLASS DLO �t MAX UNIT I- - HEIGHT IEECHART O X 0 I, D D; I � MAX PANEL i GLASS HEIGHT D i SEE IH4RT ISEECLO HART IfII TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS .....................1 SECTION VIEWS OXXO & GLAZING DETAIL.....2 SECTION VIEWS OXO & XO ....... _.....................3 EXTRUSIONS & B.O.M.................................. A ANCHOR SCHEDULE & NOTES,., ............. __5 INSTALLATION DETAILS....................................6 0 X 0 i B !-.B 1 6 Iti L6":A MAX UNIT WIDTH --- 48718 MAX PANELWIDTH GLASS MAX UNIT DLO HEIGHT -j SEE CHART E; j0 MAX UNIT GLASS HEIGHT DLO SEE CHART SEE CHART GENERAL NOTES:Cil)•�L� 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO WINDOW SYSTEMS COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE. HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA, FLORIDA 34474 WWW.CWS.CC 2. GLAZING DETAIL: (SEE SHEET 2) 3. APPROVED CONFIGURATIONS: "OXXO". "OXO", 'XO" "OX" 8900 PVC GLASS 4. DESIGN PRESSURES: .SLIDING -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS �QQR . IMPACT TABLES ASTM E-1300-04e01109. • r • • -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE 6W AT11R • 000006 INFILTRATION TEST PRESSURE, AND GLASS TABLES • • • 61 • z Q • ASTM E-1300-04e01/09. •++• • • • • r � w n6., • Z w J 0 "I+ � LL 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BE�L��f.Riit}IN THE _Z o Z ly I_ Lz--F---. DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATIOW p6I6AIL Q w Z tY > � IL Z w 7-•F+ Ia j WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD AN(jiOR • • • • Z = � Q•x w O O CALCULATIONS. **so O O ~ O U < _, � •r• ULD,,a t a- 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTEI!:F 4 40`r r Z 00, U w>r���•i REOt11RFG. • • • • •r- _ u. 20 N 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHF_;."I: S1 ULLY ix} �- WELDED. • • w � U) 8. SERIES / MODEL DESIGNATION: SGD-8900. • • • D EL + W 11-- o • ha'Cs' • = cL • w 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: • r • • a a • i• X=OPERABLE SASH, O=FIXED SASH. • • ••+• t4DR�ttµOrrlrprl �Ot E W r4, 10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. ,J�p9✓'�GEA!g GA, i 11. EXTERNAL WEEP SLOT = 1/4 t 1" LOCATED 4" FROM BOTH ENDS. r No 55201 LUCAS 10, STATE Of Turner 4 OR 1pP Sj`? 2019-04-08 13:23+19:00 DESIGN PRESSURE GLAZING CONFIG. MAX. UNIT SIZE MAX. PANEL SIZE IMPACT RATING RATING TYPE (Sht.2) XO 96" x 96" 48-7/8" x93-1/2" 1-3/4" x 86-3/8" +/-60 PSF A CEMISSIL- PACT x 6 OXXO 191-1 /8" x 96" A XO 96' x 80' 48-7/8" x 77-1/2" DLO 41-3/4" x 70-1/4" I +/-60 PSF LARGE MISSILE IMPACT OXO 145-13/16" x 80' B OXXO 1 191-1 /8" x 80" I B 4/8i2019 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trace Trl Camden, TN 38320 PH. 941.380-1574 SHEET DESCRIPT ON GENERAL NOTES AND ELEVATIONS DRAWN BY I0AIE ADE 06/03/08 DWG#: REV. - CWS-298 D SCALE1 - SHEET 1:33.33 1 OF 6 1210. 17 3 24 7, s SECTION e- - -- - --- 1' OVERALL 33, 6 O _ PAIR OF ANCHORS Q SEE SHT 6 FOR SPACING AT EACH CLI - 3't6" TEMPERED 3'8" AIRSPACE __.,, i4 Q 2Ei. 27 -" - 7116" LAM INATED GLAS z �23! 00 - — t-�-- 3'16" ANNEALED GLASS � 1 '12' �' �- r- -- SENTRY U GLA S INTERY GLASS INTERLAYER 13 e � }- �- 3'16" ANNEALED GLASS QFti 0 1 DUANE DURASEAL XL EDG . G3 Sr>ACF.R +w QUANEX DURASEAL SECTION C-C IG SPACER 13 PURFECT GLAZE "H" FIXED PANEL ATTACHMENT SIKAFLEX552 I it 13: �J 13116" GLASS BITE 30- -6d - '12 30._ I 30 4. 12- _ �12i '23 37 I 14 10, 4 V 1a q 27 '29; WINDOW SYtDl�W wlNoow SYSTEMS WI SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS % j;QgR - IMPACT •Z QZ i mwp�; • z •Ww 0 w ZOZ o-_ ¢0�E 5i w—Z"�w " - • i1 • +••• •0A • Zsz�'30 • O ID O •••••• *4* Uaa`�a 1� 0 ��7-� - ----3116" TCMPERED� • LLJ W v3pp�W �p 318" AlliPPA+E• : • ,fir • W F 0 -----7116" LABrIYATECGLASS 0-• •ff�ii i� d• -. - 3/16" ANNEALED GLASS • • t.1SDRE4y T6���+ 105 KURARAY PVB INTERLAYER ��J ;,\.GfS•+; ��4M 06" ANNEALED GLASS 4:P,; ti - . Na 58201 t 'p �P% STATE OF :�W: 13 PURFECT GLAZE "H" Si KAFLEX 552 13116" GLASS SITE ff `z _. t 4/8i2019 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trace Td 4 Camden, TN 38320 PH. 941-380-1574 - . _.. - SHEET DESCRIPTON SECTION VIEWS - OXXO AND GLAZING DETAIL_ DRAWN BY DATE: AIDE 06/03/08 NOTE' 11.33 1:1,33 lDWG?: `REV.. INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE //'�^^�� /'� C p WATER INFILTRATION RESISTANCE IS NOT REQUIRED. VLASS TYPE GLASS TYPE B CWS-298 D SETTING BLOCKS PER FBC 2411.3.3.1 SCALE: SHEET 1:2.63 2 OF 6 2r35; 34 ,18 SECTION D-D 25- 18! 26 1: 12 30 3T 24. 7 11 24, SECTION E-E H 33 E 14 2 zE� tli �r, CC.'= WINDOW SYSTEMS, 1900 SW 44TH AVE, OCALA, FLORDA 34474 www Cws.CC 8900 PVC SLIDING GLASS • :•DQ0R-IMPACT • • • •• • •••••• •••••- •••• • • -••••• 00 •••••• • • • • • 1 J • eZ > Q Z • • > Z yW uj uj "J 0 Q w LL zoz_g F WOD • 0 • U"-)Zqir to (D �QO4� O• Z) � 00LL, w •a LL w w i 'a •pp I- m wt-O a� _ w•M i� • a• • `,�.•PNUnc ry p•�4 PC, ��Oq.r��GENS�•.'Qy�:.� No 58201 � �S 5 STATE OF ; 441 +. 961$11; Etx ;,•��� Z� 4/8i2019 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trace Td Camden, TN 38320 941-380-1574 SHEET DESCRIPT9N , SECTION VIEWS - OXO AND XO/OX - - Dft---_DAT AWNBY: �E: NOTES; AIDE 06/03/08 1. ITEMS NOT SHOWN FOR CLARITY: 10, 26-32 i Dwca: PFV 2. VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 D scnte: 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 SUPPORTBLOCK, 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. 118" X718" 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 1 P-3539 198 X 314" 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-1715 REINFORCEMENT, ALUM., PANEL KEYMARK ALUM 24 H-1993 REINFORCEMENT, ALUM., PANEL KEYMARK ALUM 25 P-4295 FIXED PANEL CLIP KEYMARK ALUM 26 S-1597 COVER, FIXED PANEL CLIP KEYMARK ALUM 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 1 S-6037 IGLAZING 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-6045 SCREEEN ADAPTOR MIKRON PVC 36 P-4278 WSTP., 0.2" X 1.25" DUST PLUG ULTRAFAB 37 S-1764 SILL THRESHOLD COVER (8900) KEYMARK ALUM 38 P-0366 WSTP., 1" X7.1" X0.7" DUST PLUG ULTRAFAB 39 P-3302 WSTP., 0.330 X0.187" BACK FIN ULTRAFAB 40 1 P-4479 IWEEP HOLE COVER PVC ASTRAGAL - 6043 p a 0 u I 1 7J8" 2 11�16" PVC OUTER FRAME - 6042 REi11VF. - 1993 4 1 7!8^ D 3 1 PVC PNL INTERLOCK - 6060 D— 4 ait6^ PVC PNL LOCKSTILE - 6059 3 306" 1/16" 3 H16" PVC INTERLOCK SNAP - 6061 FIXED PNL CLIP - 4295 --211116' - FRAME CONSTRUCTION WINDOWOWSYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.CwSCC • •••••• • so • , 8900 Pye •%IDINf,�SS FR•A �2tJERS ,• i`-- 1 718" -- i 911 ri„ PVC PNL INTERLOCK - 3033 FIXED PNL COVER - 1597 SULLIVAN PVC :-_ — 21/8"-- -t 37 L 1Pi6" 518" 112." �; � ,,35; 13 18" 13116" 27, 3/4" ..1/16" f 3 ?g, t ���JJJjjj SILL THRESH COVER -1764 PVC SCREEN ADAPTOR - 6045 718" ..... P 3116- 4 318" 1 1 v2."> _ 1 va° t_ 1/16" PVC SCREEN CHANNEL - 6044 ?VC TRACK FILLER - 6040 ROLLER TRACK - 1930 p.-- 2 1116" -- 11183 U...... U U 3; f FIXED PNL SUPPORT -1722 REINF. - 1726 1 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063•T6 UNLESS OTHERWISE SPECIFIED. SCREWE®i*GETHER • • DOOR iIMPACT VENT GONCiRUCTION •• Z- • p o F o WW-i aZw •: Z • O 0 Op OF-0 rnpai wan •• b Z- 91•vp1 • . . • • ..t r 0C9 U)- :D0 ,_? gZ0 ¢�¢ urn•;p<_ VENTS FULLY WELDED • O 11 > O � 1:10 Z�aOw�IW- i~w w�wCL i 23 ? No 58201 `^ 213J16" - V16" 'fly ;pt 9`: STATE OF ; 41: f Li i --- r,��fSS0 dNA11 40v REINF. - 1775 HIGHRISE - 1737 �.... -.. 2" -. 3f4" _ �. 1 3J4" 1116" PVC WELD SUPPORT - 6046 ��- T 1/16" 1-- �+^-- 1/16" PVC SCREEN TRACK - 6C41 PVC GLAZING BEAD - 6037 4/8i2019 LUCAS A. TURNER. P.E. FL PE # 58201 2428 Old Natchez Trace Trl Camden. TN 38320 PH. 941-380.1574 SHEET DESCRIP79N ` BOM AND EXTRUSIONS (DRAWN BY DATE AIDE 06/03/08 'DWG#, REV: CWS-298 D SCALE SHEET 12 40F6 6" MAX. ---- — - -- 12" MAX O.C. (TYP) (TYP) 6" MAX....._I (TYP) I 18" MAX. O.C. -- GLASS TYPE A 13" MAX O.C. GLASS TYPE B —, B" (TYP) 1' 4" (TYP) I • of I I • • I I I I ANCHOR LAYOUT WINDOW SYSTEhIS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW CWS.CC 8900 Pvc "SLIDIN"W-SS • to DOOR s IMPACT • • • • • • • • of ".ol'p tAO RE V "I Op?.4 G E N s Na 58201 :O. STATE OF •;W +� p' c P .•C p q 1 ��G,�,� � S NOTES: 1. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD, 2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" 13 PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4/8i2019 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED W ITI1 A CORROSION RES STANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT W ITI I PRESSURE TREATED WOOD MUST BE LUCAS A. TURNER, P.E. PROTECTED TO PREVENT REACTION. FL PE # 58201 2428 Old Natchez Trace Trl 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 Camden, TN 38320 SPECIFIED IN TABLE 1, SHEET 6. PH.941-380-1574 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 isHufbtscRIPTON TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTAL'-ATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ;ANCHOR SCHEDULE AND NOTES 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2" FOR MASONRY, 1" FOR WOOD AND METAL. DRAWN BY. LATE. 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. ADE 06/03/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG$I: -REV.: 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALT_ BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS CWS-298 D FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX'NINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS). SCALE SHEET 1:20 5 OF 6 TYPICAL HEAD ANCHORAGE ORAGE 2 7/16" MIN MIN. EDGE DIST. y SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLET PERIMETER SEALANT -- BYINSTALLER INSIDE AND OUT INSTALLATION ANCHOR - --- ----- ---' - SEE TABLE 1 PERIMETER SEALANT — BYINSTALLER INSIDE ANE OUT DO NOT CCVER WEEP HOLES SUBSTRATE BY OTHERS SEE TABLE SEALANT LINDER SCREV. HEAD BY INSTALLER MN A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 --- 1/4" MAX- SHIM INTERIOR SEALANT BETWEEN SILL RISER AND FRAME BYINSTALLER 1 N. EMBEDMENT E TABLE 1 ) ....N. EDGE DIST. SEE TABLE 1 WINDOW SYSTEMS _ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC • 8900 Pub • • • SLI DI N," ASS ...:,• . DOOR, IMPACT +••••• • • a •+ •• a MIN. EDGE DIST. + • • • • • n SEE TABLE 1 • • • • a •• PERIMETER SEALANT BY INSTALLER • a • • a • INSIDE AND OUT • SUBSTRATE BY OTHERS ----'' • SEE TABLE i B HORIZONTAL SECTION TYPICAL JAMS ANCHORAGE ---- INSTALLATION ANCHOR SEE TABLE I TWO ANCHORS PER j FIXED CLIP THROUGH PRE-DRI'_LED HOLES 1/4" MAX. SHIM TABLE I: APPROVED INSTALLATION FASTENERS UBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. 2.0 KSI MIN.) 3/16" ITW TAPCON 1" '" CONCRETE (2.85 1" HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON 1-114" 2-1/2" 2X MIN. SOUTHERN PINE (G=0.55) 3116" IT/J TAPCON 1-3/8" 1" 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-318" 1" 16 GAUGE (3.060") 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!'6" 1/8" ALUM. (6063-T5 MIN.) OR #10 GRADE 5 SELF -TAPPING / FULL THREAD 118" STEEL "33 KSI MIN.) DRILLING SCREW THRU 0.125" 7l"6" FIXED PANEL CLIP ANCHORS INTO: CONCRETE (2.0 KSI MIN.) OR 3/16" ITW TAPCON 1" HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) FIXED PANEL CLIP ANCHORS INTO: CONCRETE (2.85 KSI MIN.) OR 3116" ELCO ULTRACON 2-1/2" HOLLOW OR GROUT -FILLED CMU (ASTM C-90) -+ 1/4" MAX. SHIM INTERIOR ':, :,. --- .+ ---- MIN. EMBEDMENT SEE TABLE 1 \ z 1.Z 7f8" MAX. O.C. FIXED PANEL CLIP - I CLIP ANCHORS MUST BE LOCATED A MINIMUM DISTANCE OF 3" AWAY FROM ANC MAIN FRAME ANCHOR. INSTALLATION _ ANCHOR(TYP) t_..- / C HORIZONTAL SECTION FIXED PANEL CLIP DETAIL _ (+ 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. • iE Z • Q zOg•��Z� •� QU) x2Olr m z zi00 0a TO fl Z���HF�D rn •d _Z(jgggZO'O_ �F- 0 p WF-O MX = M Team M EDNENT'. �4`0(b",:OR11: P"�'��~ .E 1 3" C ; ''. rr*Ii /ONAt S 01%' PANEL DIST, LBLE 1 4/8i2019 j LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trace Trl Camden, TN 38320 PH. 941-380-1674 SHEET DESCRIPT ON: GENERAL NOTES AND ELEVATIONS DRAWN BY :DATE' AIDE 06/03/08 DVVG #: CWS-298 D SCALE: _t SHEET 1:2.67 6 OF 6 PRODUCT APPROVAL NUMBER: 16736.1 OPENING IDENTIFICATIONS: 3. HS 7-13. HS ............ . •• . • • ..•. 0. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • WM& Prof I Regula BCLS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map j Unks `_. Search FI(X!' rPr-duct Approval USER: Public User Product ApQ_ro va > Product or Applicatbn Search > AQ lica ion List > Application Detail r FL # FL16736-R2 M'a,"' Application Type Revision Code Version 2017 Application Status pproved 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 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 07/21/2030 Validated By Steven M. Urich, PE • • • • • • • • • • • d Validation Checklist- Hardj py Recqj*ved•; • •• • • • • ••• • Certificate of Independence FL1b736 R2 COI EvalReport8711~.^dr" Referenced Standard and Year (of Standard) Standard • Y•• • • • Y • • • • Y •w• • ••• Year AAMA/WDMA/CSA/101/I.S,02/A440-08 • • • • J • 1008 ASTM E1886-05 • • • • • • • ••• • • • Y J • • • 3005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 • • • M • • • Y • • • • J • • Y • • • • ••• • 0 • ••• • • Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Surri of Producte 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 FL16736 R2 II CNS-871C.paf 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 YL16736 R2 AE EvalRepo-1871C puf 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 FL16736 R2 II CW5-869 ^.pcf 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, ill" x 63", DP +/- 60 psf. Outer lite in i1 1_6735 P,2 , E Eva Repo t863C :)& t? r 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. B c Neat; Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Fbrida 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: *4 T Credit Card Safe ....... . .. .. ....... . ......... . .. ... .. . .... ... . . ... . . .... . .. .. .. •00 • . • .... ....... . . ..... . ... . ...... . .... .... . . .... . URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-3 80-1574 FBPE C.O.A. #29779 Evaluation Report 871C August 29, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 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-871C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1, -IA, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-871C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-871C. Limitations of Use: This product: • Maybe used up to the sizes and daylight openings indicated in CWS-871C • Achieves design pressures of +/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 61h 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. ♦ N r•••••, I • •• • • • • ••• • Lucas ; No 58201 Turner *- ••• ••• ••• 2017-08-30 16:09+20:00 ©.,, srAT OF ` t€,• ••• ;• A' 8/14%M7 ''i'`••c.�.pt,kQ`` GN,"` Lucas A. Turner P.E. r`910 NM. { PE: 1 82p 1 . . . . . . . % . . . .. .. . . • .. ... . . . ... . . HORIZONTAL SLIDER - LARGE MISSILE IMPACT 64 1/4" MAX. FLANGE HEIGHT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... 1 SECTION VIEWS & GLAZING DETAILS....2 EXTRUSIONS & B.O.M...............................3 ANCHOR SCHEDULE & NOTES................4 INSTALLATION DETAILS ......................... _5 --- 75 1/4" MAX. OVERALL FLANGE WIDTH -- --------- ' GLASS DLO -- 59 9/16" MAX. SASH HEIGHT GENERAL NOTES: • • • • " • i/]((v/j}��•yj� 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND tvT^%A`CTURED ' \y 'W„AviJrllCM.X.KJ� TO COMPLY WITH THE FLORIDA BUILDING CODE (FW4,"WI&ENT WINDOWS STEMS • i EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 1900 SW 44TIO AUEo • • IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPA�?MIL•V DEFINE • O*,ALA, FLORDA 344741 IN ASTM E 1996 PER THE FBC. • • • • • • &xj`IIIY.CWS.Cyp• • • • 2. GLAZING OPTIONS: (SEE SHEET 2) • • • • • • • ' • • • • • • ' " " " " 8209.RYC' 3. CONFIGURATIONS: 'OX", "XO". HORZ. SLi..,�,ER ...... 4. DESIGN PRESSURE RATING: • • • • • • IMRAQ-4 - -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE ArND • • • GLASS TABLES ASTM E-1300-04e01/09. • • • • • • • -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER • � z • • • ( INFILTRATION TEST PRESSURE AND GLASS TABLES• • • '• C z Q p W ASTM E.1300-04e01109. 0 x w_j w w zOz TF zF, 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED a F w 3 Z OF w � IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR Z Z = 2 a cr w O O DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O 1- O Z 4a = I- w ANCHOR CALCULATIONS. O z- N Z F N 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Z oo::, 5U- `t F-Z LLM O O LLZ >- O - O W - REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT < QQ F UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND K } � � O i O w LL rn o w m w W FLYING DEBRIS, a Z= 0 O'p N I- 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT Of i ~ w w � w 0 USED AT FIXED MEETING RAIL AND HEAD/SILL. 0- ~ a 8. SERIES / MODEL DESIGNATION HS-8200. �µrrrrrrrrr Tq,� 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: `�t+*�p4I7RFby c ....... �C E rysl� X = OPERABLE SASH, O = FIXED SASH58201 :�9 t 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR v' It LOCATION. A . STATE OF f 4ri 11. EXTERNAL W EEP SLOT = 1/4" x 1" LOCATED 4" FROM BOTH ENDS. MAX. UNIT SIZE I DESIGN PRESSURE RATING 74" x 63" +l- 60 PSF LucasTurne r 2017-09-22 9/22i2017 13.50-04.00 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 10/10/13 IMPACT RATING DWG#: REV.: LARGE MISSILE IMPACT cws-871 c — SCALE: SHEET 1:15 1 OF 5 INTERIOR SECTION A -A SECTION C-C ALTERNATE FIN FRAME INTERIOR SECTION B-B -- - — NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH (ITEMS 35 & 36) X HEAD IMPACT HOOK AND JAMB ROTARY LOCK LOCATIONS 1:20 ROTARY LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS (ITEM 27) WINDOW SYSTEMS 1900 SW 44TW W" • • • • OEALA, FLOFNDA 3447$ •••i��'CWS'CrCi••• • • • • • • 820Y.RVc. • HORZ. SL415ER •. • IMPAQI - • • • 7J8" OVERALL =— 1!8" ANNEALED or TEMPERED AIRSPACE -----5J16" LAMI -- - 118" ANNEALED — -- AN DUPONT PVBINTERLAYER —----118" ANNEALED r SIKAFLEX 51.242E H GLASS TYPE A 1:1 112" GLASS BITE �QUANEX DURASEAL IG SPACER .. .� z a,1 dZ� r oL4 aFoo • W J ¢u1�y0�ym lL I- W z z=�dawp0 O OF-O d=F� U U�FUaF-Ua Z O-�z�?U� ODU Y 3:0Fp20? w OOarn0w0ui LLNd 0JtA1- a. =F0 W3wO1 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE, NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS AND GLAZING DETAIL DRAWN BY: DATE' -- ADE 10/10/13 'DWG#: REV.: CWS-871 C --............_-.. �_ -... _.._— scALE: SHEET 1:2 2OF5 PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-1497 Reinf. Sash Meet. Rail Keymark Alum 2 H-1699 Reinf. S.B.R./S.S.R, Keymark Alum 3 H-1836 Meet. Rail, Fxd. Keymark Alum 4 H-6052 Sash Top/Bot. Rail Mikron PVC 5 H-6048 Main Fr., SH, w/ Fin., PVC Mikron PVC 6 H-6050 Sash Meet, Rail, PVC Mikron PVC 7 H-6051 Sash Side Rail, PVC Mikron PVC 8 H-6049 Main Fr., SH, w/Flg., PVC Mikron PVC 9 P-3029 Screen Pull Tab Summit 10 P-3033 Screen Spring, SS Hurley 11 P-3113 Screw Support, PVC Team Plastic Rubber 12 P-3218 Screen Frame Allmetal RollForm 13 P-3228 Screen Spline, .155 Dia., Blk. Dapa 14 P-4754 Screen Frame Comer Key Allmetal Nylon 15 P-3342 Seam Sealer, SM-5504 Schnee Silicone 16 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. FrankLowe Rubber 17 P-3429 Wstp., 0.270 x .187 back FinSeal, Gn Ultrafab 18 P-3539 #8 x 3/4" Square TEK 2 Zinc Fastenal Steel 19 P-4730 #8 x 1/2" Truss PH TEK 2 Zinc Fastenal Steel 20 P-3752 Cap Plug, 1/2" Hole M&M Nylon 21 P-3783 or P-5250 Spring Lock, Impact, PVC Interlock 22 P-4779 Roller, Tandem M&M Nylon 23 P-4051 #8 x 1 1/4 Ph FH TEK, Wht. Fastenal Steel 24 P-4069 Keeper, Impact, PVC Interlock 25 P- 479 Weep Cover w/ Flap M&M Nylon 26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel 27 P-4958 Rotary Lock Sullivan Zinc 28 P-4952 Keeper, Rotary Lock Sullivan Zinc 29 P-4959 Wstp., 0,420 x .187 back FinSeal, Gn Ultrafab 30 P-4633 Barrel Fastener Fastenal Steel 31 S-1112 Reinforcement, Head Keymark Alum 32 S-1498 Reinf. S.B.R./S.S.R, Keymark Alum 34 S-1776 Roller Track Keymark Alum 35 S-1999 Frame Hook, Head, Impact Keymark Alum 36 S-2000 Panel Catch, Head, Impact Keymark Alum 37 S-6005 Anti Lift Mikron PVC 38 S-6013 Scm. Adapt., w/ Nib, PVC Mikron PVC 39 S-6014 Scm. Adapt., PVC Mikron PVC 40 S-6063 Fixed Rail Cover Mikron PVC 41 S-6064 Glazing Bead Mikron PVC 42 GLASS SEE SHEET CARDINAL GLASS 43 Purfect Glaze "H", SikaFlex 552 Henkel / Sika Silicone 21 PVC FRAME FLANGE-6049 1 3 (5� 39116. O -1116 2 1/8" 1116" J.------.- ..... ._ — FIXED RAIL - 1836 PVC FRAME FIN-6048 2 3/16" 1 15116 --I "1 3/16"-1 - !-�— -y! 9116--- �6' T_i 4 1 tl) i 1 5/8" 1 5!8" 1 518" 1 5116" " 1/16" v1s" �q 1/1s^ t q 1r16" j PVC SASH MTG, RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER. 6063 0 3/16' O 35 16. _ 1116" L PLAN VIEW-1999 HEAD IMPACT HOOK- 1999 '0 3116" O T 6 5/8" 1116" L PLAN VIEW-2000 PANEL IMPACT CATCH - 2000 I 3116" SCREW SUPPORT-3113 fi 1 1" SASH MTG. RAIL-1497 314' i_^ F_ ��-- r, S,B.R.1S.8,R,- 1498 1/4"—i — 41 7!8 1— PVC GLAZEBEAD - 6064 CORN EJCNS:RUCTIIgN � •• • • � • • �Cy�iG{f.yl/jti. WINDOW SYSTEMS • 1900 SW 44T4 QVrE• • • • • &GALA, FLORiDA 34474 • W1MV.CWS.CC CS$I?EK :VELD 8200P�[V • JALI•SIDES) • • •,•; 8HORZ. • • • • SLWER • a + (26„_ • •� z �•�z • • ~ • Ewe ¢Iwod ui z0z QftZI— U. z Pug ZI-":2= Z=2a(Kw00 FIXED MEETING RAIL SCREWED TOGETHER WITH 0 U O E- O V a= F W U y N z E- U) 5_ Z OUTERFRAME a Z zz 0 = V ¢ FzLLg00u-Z ¢3:Ow—T0 31 ... of ~U-zVJ W O"'�> LLI(0W i'L (1)w 15/i6"II yr-1116" 0 w�0 d�X CAI SASH REINF. - 1699 ......— ' 7/16" 11/4"— —1/16" ROLLER TRACK -1776 1/2"- - 1 1/8" - -- i/16" PVC SCREEN CATCH - 6013 5116",. i 39 T__ 1­1116., PVC SCREEN SUPPORT - 6014 -7I8" 31 —U 1/16" GLAZE BEAD -1112 318" - 1 5116 L 1/16" PVC ANTI -LIFT - 6005 z�- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS ADE 10/10/13 LINE ITEMS NOT USED: 33 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: — , SHEET 1:2 3 OF 5 12 1/2" MAX. O.C. (TYR 6" MAX. MP,)- 6' MAX. MAX. (TYP.) 17" _......... MAX. O.C. (TYP.) L 3" (TYP.) f--3" (TYR) �-SE41 r I I I I I � I II Y 1 I I I I � I ANCHOR LAYOUT - (FLANGEI NOTE 2 -------INSTALLATION ANCHOR (TYR) 4" MAX. (TYP.)1 1 1 8" MAX. O, C. (TYP,) 4" MAX. (TYP.)-7 8" MAX. O.0 (TYP.) ANCHOR LAYOUT - (FIN) • JWE 2 • •••• •••••• •1 •• Ift"LtATION ,tCHG*i (tP.) W9NDOW SYSTEMS 1900 SW 44Ty( p',IF. • • • QSALA, FLORiDA 34471r • WWw.CWS.CC • • • • • 820P.F:WIC• • HORZ. SLIDER NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, SILL ANCHOR SPACING SAME AS HEAD, 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 5. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT 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 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMAIWDMA 300(EXTERIOR DOORS) H OUJO QWOd •Q z0z>0X3m LL F¢-W�ZF-limy if of U 0en�Za�coa rn Q OzoozoUU Q�ow —moo 2 (n�NOWOW a co CL O w0 wTir> a a Lu In a z :7- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 . SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: ! DATE: ADE 10/10/13 DWO#: IREV.:_— CWS-871 C SCALE: _..........._.... _.;_..._.___.._.._—: SHEET 1:20 4 OF 5 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT --- BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT #-----+ TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS MIN. EDGE DIST. 1/4" MAX. SHIM -{ SEE TABLE 1 MIN. EDGE DIST. —�-SEE TABLE 1 ( SEE TABLE 1 1/4" MAX, SHIM MIN. EMBEDMENT MIN. EDGE DIST. SEE TABLE 1 SEE TABLE 1 �- S ETTABLEI1 ANCHOR o^ ---- 114" MAX, SHIM �Jf - PERIMETER SEALANT BY INSTALLER INSIDE AND OUT - SEALANT BEHIND FLANGE BY INSTALLER %g, HORIZONTAL SECTION _ S,j TYPICAL JAMB ANCHORAGE 1/4" MAX. SHIM I MIN. EMBEDMENT SEE TABLE 1 -i MIN. EDGE DIST. SEE TABLE 1 �q \ VERTICAL SECTION 5i TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS F TYPE ANCHOR TYPE MIN. EMBIEUMEWF FLANGE CONCRETE (2,0 KSI MIN.) 3/16" ITW TAPCON 1.112" 1-1/8" FLAN 117 PCF MIN. 3116" ITW TAPCON FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1.1/4" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3116" ITW TAPCON 1 3/8" 7/8" OR ELCO ULTRACON FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1.318" 7/8" 16 GAUGE (0,060") MIN. STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD FLANGE (33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0,060" 7/16" 1/8" ALUM. (6063-T5 MIN.) OR #10 GRADE 5 SELF -TAPPING / FULL THREAD FLANGE 1/8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0,125" 7/16" FIN 2X MIN, SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1.112" 1/2" ••••S•• • WINDOWVS#S _...._ BYOTHERST900 SW 44T3Ai\/J..9; S§aT*&LE 1 • • QQALA, FLOPADA 3447to • • • WWWV.CWS.CC •••• •••• ••••• *sees* • • ••••• •• •• •• •• 82011{{ • • �•"" HORZ. S/LL�UER �1��LMENT • IMP�W a EE TAB 1 • • , 0 " 00 •• • • •g z z••tz•N 0W ; Q zuj ---- PERIMETER SEALANT BY INSTALLER •• ZrZ FIN- J r— ff1T Lam= INSIDE AND OUT m a Z O Z W H K 0� >- 0 W3: m INSTALLATION ANCHOR U. Z=� Q(r W 0 0 SEE TABLET O 0 Or OUQ=rw ai Z ~ SEALANT BEHIND FIN BY INSTALLER Z z - - � V) 00 Z) � 0 - (C� HORIZONTAL SECTION _ 5 `K IX r - u. 2 O O u- Z O} F F O- TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION F H O g (n� ZO ui W F ErZv_t w(n0W(nW 0�(nr a Ir = a r a Of a O 9/2212017 LUCAS A. TURNER, P.E. \ _ FL PE # 58201 J PERIMETER SEALANT- 1239 JABARA AVE. BY INSTALLER NORTH PORT, FL 34288 INSIDE AND OUT \ PO RIZONTAL SECTION PH. 941-380-1574 p RA BOX FME INSTALLATION SHEET DESCRIPTION: \5 - HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE ADE ', 10/10J13 I MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED oWG - REIF INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-871 C PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SCALE' SHEET i 1:2 5 OF 5 PRODUCT APPROVAL NUMBER: 16736.2 OPENING IDENTIFICATIONS: 2. 31.13. 5. 31.13. ............ . ......... . ............ .... . . ...... . ... . . . . . . . . .. . .. .... .... ....... . .......... ............ .... ...... . BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Fdda Product Approval n# USER: Public User Product ApQrove Menu > Proct or Appl"icat1gn Search > Applica ion List > Application Detail -, 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 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 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 07/21/2030 Validated By Steven M. Urich, PE • • a,** • • • • , • • Validation Checklist- Har:copy Re6*ei'V. • •• • • • • ••• • •• ••• •• • • • •• Certificate of Independence FL16.736 R2_ COI Ev_a.l.Reports' I C 3d Referenced Standard and Year (of Standard) Standard • • • • • • .0. • • • •: • of. AAMA/WDMA/CSA/101/I!S.Z/A440-08 • • • • • •2008 ASTM E1886-05 • 1. • • + • • 900 • • • ♦ • • • M05 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 • • • • • Y • • r rV • • • • • • • • • • • • ••• 6 0 0 ••• 0 0 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method Ittion D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Drnduetc 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 FL15735 R2 II CWS-871C.pdf 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 FL15736 R2 AE EvalReoort871C.pd; 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 FL15'36 R2 LI CWS 869C adt 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 FL15736 R2 AE EvzRe;0rt859C.pdr 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. Eck j 4� 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 tradRional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emaits provided may be used for official communication with the licensee. However email addresses are 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: ®-.: cce ,. Credit Card Safe stcuritvi rxlc, .. ... . . . . . .. . ......... . .. ... .. . . . .. . ... . . ... ... . . . . . . . . . . . . . . . . . .. . . ... . . . . •. • . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-3 80-1574 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 I "x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6th Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-869C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-3, -3A, -4, and -4A, by National Certified Testing 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. 14-0916.1 It • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.1Ot t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 6th Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend W#cquire, nor will I acquire, a financial intetest 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 acquirq„"fmgc;al; njeryst ; • • • in any other entity involved in the testing or approval process of this product. ' • .; ; ; ;.; .. ... .. . . . .. Lucas Turner 2017-09-16 09:27+20:00 �i�t�trerrrit�� STATE5820 0 F . ... . . ... ... • • • • • • • • • • • • 9/07/2017 • • Lucas A. Turner P.E. ;FI;PE V�01; • • • • • • . .. .. . . . .. .. • • • • • • 000 • 0 641/4" MAX. OVERALL FLANGE B HEIGHT 63" MAX. UNIT HEIGHT 59 9116" MAX. SASH HEIGHT HORIZONTAL SLIDER - LARGE MISSILE IMPACT 112 1/4" MAX. OVERALL FLANGE WIDTH Ill" MAX. UNIT WIDTH ---- 49 15/16" 24 5/8" GLASS DLO f GLASS DLO - - A - X i 5813/16" GLASS DLO O � I I X D V 4 /� I I V "A_I C A I�- 27 15116" - i 6 MAX. SASH WIDTH ,--= TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS _1 GLAZING DETAILS..................,....,............2 SECTION VIEWS & GLAZING DETAILS. ,3 EXTRUSIONS & B4O.M........ .. .. ....4 ANCHOR SCHEDULE & NOTES ................ 5 INSTALLATION DETAILS ....................._,.,.6 L441 • • • • ,•••a• GENERAL NOTES: • • •.•• ••••••5� �� 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND M �J��F/%��CTURED TO COMPLY WITH THE FLORIDA BUILDING CODE CJl1RgENT • • •yiINDOW (F j� • 1 OA SWT��ii QQ EDITION INCLUDING THE HIGH VELOCITY HURRICANBt3QNi (HVHZ) ANP UALA, 44FLO�idy4�7 /L IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. • • • • • • • WVWN.CWS.(" • • • — - - - 2. GLAZING OPTIONS: (SEE SHEET 2) �••�•� 8200 PVC 3. CONFIGURATIONS: "OX", "X0". • • • • • POR& SNIDER 4. DESIGN PRESSURE RATING: • ♦ a • • �M��/^T -NEGATIVE DESIGN LOADS BASED ON, TESTED PR%%AE:ND �i • GLASS TABLES ASTM E-1300-04e01/O9 • • • • • -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER • • INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/O9. 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 T 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 B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 1 7, ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT 56 1/4" USED AT FIXED MEETING RAIL AND HEAD/SILL. D GLASS DLO 8. SERIES I MODEL DESIGNATION HS-8200. 9, THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 'C ,, X = OPERABLE SASH, O = FIXED SASH s 10 SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR D LOCATION. 6 i t 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 PSE LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:54-04:00 • Q Z zw <— 7 O W O Q H O o Z W�c uj W zOz x�zl_- LL O I-W�ZO�2= U U U) I- z EL U) 0- Z 0 _ZDZ�U0 4 O� > C�"'w�Z�LL OZ U �a (ryDu~iO N~Z W LL1n W 'nOJtnH IL aO WHO ap>_ 0- a � '> aw n �.,%* SNORE 0� �GEAS.AL. .` No 58201 V. .az 7W. STATE OF ,4 'is ism 410 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. I. DATE TEE 10/11/13 DWG# RFV - CWS 869 C SCALE, SHEET 1:20 1 OF 6 718" OVERALL. 3116" ANNEALED OR TEMPERED 1/4" AIRSPACE 7/16" LAMI 3116" ANNEALED 090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED QUANEX DURASEAL IG SPACER QUANEX DURASEAL IG SPACER 7/8" OVERALL 1/8" ANNEALED OR TEMPERED 3/8" AIRSPACE 5/16" LAMI 1/8" ANNEALED .090 DUPONT PVB INTERLAYER 118" ANNEALED PURFECI GLAZE "H' SIKAFLEX 552 .11 1 1 1 112" GLASS BITE GLASS GLASS TYPE B SASH GLASS D I . (N l r&Awutr.& 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www,cws,cc • 8200 PVC :****A0RZ,I6"QER 0 0 IMPAGf • LU � ix w zOz wl- q@ :R 0 It W zo- 3: 0 0 00 *0 G 0 • U Lo w4L234 jp 0- D z D z 0 < 7- — W 0 1- < 0 3'. 0j" z i < W ;i LL, 012 ZLL LLI E- 0 0- X >- W uj fy T Lu No 56201 t ST0ATF F 4u ; r SETTING BLOCKS PER FBC 2411.33.1 Y7 9/22/2017 LUCAS A. TURNER, P.E, FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ', SHEET DESCRIPTION. GLAZING DETAILS DRAWN BY. GATE TEF 10111/13 [ANG kFv: - CWS-869 c SHEET 2 0 F 6 1 43 (g6) 4) INTERIOR INTERIOR I SECTION VIEW B-B SECTION VIEW C-C ALTERNATE FIN FRAME l0 HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASHES (ITEMS 44 8 46) WINDOW SYSTEMS IM! 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WwW.CWS.CC • 8200 PVC • • • • 0HORZr6UPER • 0 IMPAGr • • • • • • • • • • . • SECTION VIEW415brp • • • JAMB ROTARY LOCKS •••••• • JAMB ROTARY LOCK?' • • • • • - MAY BE SUBSTITUTED FOR JAMB IMPACT LOCKS ("PLARCE UNITS. REQUIRED ON F UNTiS: • • • JAMB IMPACT HOOKS (ITEM 42) OR ROTARY LOCKS (ITEM 23) LOCATED AT THIRD POINTS. XI NOTES: EITHER IMPACT HOOKS OR ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. ONLY ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FIN UNITS. 11111 a' HEAD IMPACT HOOK AND JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS 1:20 •a ? az • e J C. (30 • � Ow �_r zOz It • OI-6a00 UL=.§.I.•SD- • z QZUtnaU`� K LL <�OWf+� Lu M •� w t O Lu 10 I• a.a 0 ,$J: No 58201 :"A L .p0't STATE OF .; 4t 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: SECTION VIEWS DRAWN BY: DATE: TEF 10/11/13 DWG#: REV.: CWS-869 C SCALE: SHEET 1:2 3 OF 6 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 2 112" Ph Mod Truss Type A TEK Ajax Steel 6 P-3342 Seam Sealer, SM-5504 Schnee Silicone 7 S-1776 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- 479 Weep Coverw/ 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 1 H-6052 ISash 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 W stp., 0.270 x .187 back FinSeal, Gn Ultrafab 19 P-3783 Lock, Impact, PVC Interlock 20 P-4051 #8 x 1 1/4" Ph Flat Tek, Wht. Fastenal Steel 21 P-4069 Keeper, Impact, PVC Interlock 22 P-3539 #8 x 3/4" Square PH Tek, W ht. Fastenal Steel 23 P-4958 Rotary Lock Interlock 24 P-4633 8-32 x 1/2" Barrel Fastener Interlock 25 P-4952 Keeper, Rotary Lock Interlock 26 P-4779 Roller, Tandem M&M Nylon 27 1 P-3541 1#13 x 1/2" Quad PH TEK 2 Zinc Fastenal Steel 28 GLASS SEE SHEET 2 CARDINAL GLASS 29 Purtect 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 RollFonn 32 P-4754 Screen Comer Key Allmetal Nylon 33 P-4755 Screen Comer Key w/Safety Tab Allmetal Nylon 34 P-3029 Screen Pull tab Summit 35 P-3033 Screen Spring Fla. Spring SS 36 P-322B 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 S-1577 Impact Hook, Frame, Jamb Keymark Alum 43 S-1112 Reinforcement, Head, Jamb Keymark Alum 44 1 S-2000 jImpact Channel, Sash Keymark Alum 45 P-3748 #6 X5/8 Ph FH TEK, ZJnc, 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 P-5250 Lock, Impact, PVC, w/Flipper Interlock 50 P4730 #8 x 1/2" Ph Mod Truss TEK Fastenal Steel 3f PVC FRAME FLANGE-6049 PVC FRAME FIN-6048 3 1/8"— - -- 1 718" � ....... 1/16„ L 118" — HD MTG RAIL-1681 23116" - 15/16"—� r-13/16"�{ 14 43 \1—H 111L 1/16"1/16" PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 3116" O r 1 sns"-� 7't} 1/16" PLAN VIEW-1999 HEAD IMPACTHOOK - 1999 0 3/16" O 6- ---� 516" j'-- r J 518, j- 1116" PLAN VIEW-2000 PANEL IMPACT CATCH - 2000 - _ 0 3116" O 1 5/16" 42 PLAN VIEW - 1577 ALUM SASH IMPACT HOOK - 1577 2 3116' 31 1 5f16" - 1116" PVC HD MTG RAIL COVER - 6077 3/16"1 �1/2" I ao l SCREW SUPPORT -3113 115 1" 1l16" SASH MTG. RAIL-1497 CORNER CONSTRUCTION C ll WINDOW SYSTEMS' 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC CORNER WELD (ALL SIDES) • • 8200 PUG• : • • • •FIORZ.SUQER 00• : • . IMPAGY 6 •••••• • ••••% 5 •••• •Q Z �0 4Z LU • 042 aU)�? b4" sm t VE= U •• • • z�L9M`te's�vai • ¢ Zz�U'a �U � FI;•D MBrF_TWG RAIL SCREWED TOGL•rHER Wl" 4 u- � O Z 4 0 o•-•I• L - UTE%FRAME • • } 0 rn 00 2i -� 3/4" 7/199 3116° �� - 16 1116" S.B.R./S.S.R,- 1498 1/4-....... - 11 7/8" t PVC GLAZEBEAD - 6064 1/2" 11/8" —1/16" PVC SCREEN CATCH - 6013 5/16" - ' 1 118 9 PVC SCREEN SUPPORT - 6014 LINE ITEMS NOT USED: 4, 38-39 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. • 3/4' - • � 151LV U 1116" SASH REINF. - 1699 1 1/4 LVIM-07 1116" ROLLER TRACK -1776 7/W 9I1 -. 43 —v1s" GLAZE BEAD -1112 3/8" - 1 5116" -j t 48 1-- - 1/16" PVC ANTI -LIFT - 6005 •a Z scr p y o_ - a m nW, /`- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 :: SHEETDESCRIPTION j BOM AND EXTRUSIONS .DRAWN BY :DATE: TEF 10/11/13 DWG #: :REV.: � CWS-869 C iscALE: SHEET 1:2 4 OF 6 6" MAX. (TYP.) 6" MAX. (TYP.) 17" — MAX. O.C. (TYP.) 3" (TYP.)--� h-- ANCHOR LAYOUT - (FLANGE) IOTE 2 4" MAX. (TYP.) 4" MAX. (TYP.).... INSTALLATION ).. ANCHOR (TYP.) �. 8" MAX. O C (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. - 8' MAX. 0 W I I i •• •r• a x 0 X••• a• a • • I => r•• •a + • + ANCHOR LAYOUT - (FIB • • • • vnwoow srstEMs 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC •• • • •rl0RZ.$UAER • IMPAW 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 1/16" IS PRESENT, LOAD BEARING SHIMS SHALL BE 1 `7 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, WOOD SHIMS ARE NOT ALLOWED. 9/22/2017 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. LUCAS A. TURNER, P.E. 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 FL PE # 58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. '', NORTH PORT, FL 34288 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 PH. 941-380-1574 SPECIFIED IN TABLE 1, SHEET 6. SHEET DESCRIPTION: 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, ANCHOR SCHEDULE AND', INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: 1 DATE: 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. TEF 10/11/13 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. DWG #: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-869 j C 9, SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: scA�ff —�t_ SHEET FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:25 5 OF 6 TYPICAL HEAD ANCHORAGE —�— MIN, EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS ' SEE TABLE 1 IAI MIN EMBEDMEi PERIMETER SEALANT — BYINSTALLER SEE TABLE 1 INSIDE AND OUT / SEALANT BEHIND J L-1/4" FLANGE BY INSTALLER MAX. SHIM u INSTALLATION ANCHOR--- ------------. SEE TABLE 1 II II 1 I F-114" MAX. SHIM SEALANT BEHIND U FLANGE BYINSTALLER O 1 PERIMETER SEALANT -:(�A� EMBEDMENT BYINSTALLER TABLET INSIDE AND OUT SUBSTRATE BY OTHERS - SEE TABLE 1 , EDGE DIST. TABLE 1 VER6 TYPI MIN, EMBEDMENT SEE TABLE 1 r- SUBSTRATE BY OTHERS 1/4" MAX. SHIM - SEE TABLE 1 MIN. EDGE DIST. - —SUBSTRATE SEE TABLE 1 �' BY OTHERS -T SEE TABLE 1 1/4' MAX. SHIM �. 1 MIN. EDGE DIST. SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 • •'i N. EfDr n *0:090 1 `---- PERIMETER SEALANT BYINSTALLER INSIDE AND OUT ------ -SEALANT BEHIND FLANGE BYINSTALLER B HORIZONTAL SECTION L TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS F TYPE ANCHOR TYPE MIN EMBEDM FLANGE CONCRETE (2.0 KSI MIN,) 3/16" ITW TAPCON 1-112" F OUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON " FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON 1-1/4" 2-112" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 3116" ITW TAPCON 1-3/8" 7/8" OR ELCO ULTRACON FLANGE 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8' 7/8" 16 GAUGE (0.060") MIN. STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD FLANGE (33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0.060" 7/16" 1/8" ALUM. (6063-T5 MIN.) OR #10 GRADE 5 SELF -TAPPING ! FULL THREAD FLANGE 118" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" FIN 2XMIN, SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-112" aabm. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC • • 8200 PVC • • • • AORz,•SUDIER • • IMPAGI• U F PE8IJ0F&T4gR SEALANT • n o E Y INSTALL*R • Lio IN9 W3"D OUT • -- SISIIT{ a tON ANC .OG ---IALA%IPBEHIND • F,14%Yl%S=ALLER C HORIZONTAL SECTION • • • 6 TYPICAL FIN ANCHORAGE • • • • HEAD AND SILL SIMILAR FOg FIN INJTALLATIO i • • -Q z :0 ¢Z - • 0wC?•o wed w •e Z O Z QS I~--F QU);:0* 3:m LL Z S mt4l! to=Y;� • Z Q O 0 W LLZ FZLL M0 O •W On }���iQ� LLlpw •L' Z2 a'O to •� wO a= > H- F ate. x 0 O 9/22/2017 LUCAS A. TURNER, P.E. PE # 58201 ::>FL ERIMETER SEALANT" 1239 JABARA AVE. BYINSTALLER NORTH PORT, FL 34288 INSIDE AND OUT PH. 941-380-1574 �p HORIZONTAL SECTION �6 BOX FRAME INSTALLATION SHEET DESCRIPTION: HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:.oRAwN BY: DATE: TEF 10/11/13 MIN. 1/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG #: 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 6 OF 6 PRODUCT APPROVAL NUMBER: 19-0318.01 OPENING IDENTIFICATIONS: 1. SFD. 4. SFD. ............ . ......... . ............ .... . . ...... ... ...... . .... ....... . 'coum MIAMI-DADE COUNTY PRODUCT COWROI: SECTION 11805 SW 26 Street Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv Eurotech Industries, Inc. 4201 NE 12 Terrace Oakland Park, FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, CRIPTION: Aluminum Outswing Entrance Door-LiVII APPROVAL DOCUMENT: Drawing o. W04-01 Rev F, titled "Aluminum Outswing Entrance Door", sheets 1, 1. 1, 2 through 5 of 5, dated 01/15/04 and last revised on MAY 08, 2018, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure (DP) capacity Single doors & Double doors VS locks + bolts, glazing types and water ratings in sheet 2. Higher DP Single/Double Doors at active leaf require 3-point lock and manual Flush bolts at top/bottom. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, if any portion of the NOA is displayed, then it shall be done in its entirety. .. ... . . . . . 09 INSPECTION: A copy of this entire NOA shall be provided to the user 6y the rmana!'a&uxer oi: it! distributors and shall be available for inspection at the job site at the request of the Building Of�gia;.•:: •: ; •; •, - This NOA renews NOA # 18-0116.03 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. ... . . ... ... The submitted documentation was reviewed by Ishaq I. Chanda, P.E.;. ; . . . . . . . . . . • • • OA No. 19-0318.01 MIAMI-DADE COUNTY E a 'o Da un Appi',pvaj Datl,: April 11, 2019 :.•.: : : : :.'.: Pagel ... . . 0 000 0 0 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNMTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below) 2. Drawing No. W04-01 Rev C, titled "Alutniliurn Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files # 14-0303.09/#12-0208.03/#09-0310.05) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08-2021, 08-2022, 08-2023 and 08-2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz-Sella, P.E. (transferred from file # 08-0507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI-04-T100, dtd 01/29/04, tested per ASTM E8-01, signed & sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 07/23/15, prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "Sentry Glas 0 (Clear and White) Glass lnterlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America., Inc. for their "Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 & no financial interests, prepared by Al Farooq Corporation, dated 07/23/15, signed and sealed by Jjvad!gn;44, ?6F. ; ,•• 2. Lab compliance as part of the above referenced test re rt.': : :: : :': '. .. ... .. . . . 00 G. OTHER 1. This NOA renews NOA # 14-0303.09, expiring on June IQ.�,019.. ..�. 2. Test proposal # 07-3527 approved by BCCO. • • • • • • ; • • • • • -18hal 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0318.01 : 1;x13iF-Atian Dote: June 10, 2024 : * &pAov1l Date: April 11, 2019 E - 1 .. .. .. .. ... . . . ... . . Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under #18-0116.03 A. DRAWINGS 1. Drawing No. W04-01 Rev F, titled "Aluminum Outswing Entrance Door", sheets 1, 1. 1, 2 through:-) of 5, dated 01/15/04 and last revised on MAY 08, 2018, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1116.01 issued to Kuraray America., Inc. for their "Trofosil ultra clear, clear & color PVB Interlayer", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 611 Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 12/10/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 18-0116.03, expiring 06/10/2019. 3. New Evidence submitted A. DRAWINGS 1. Drawing No. W04-01 Rev F, titled "Aluminum Outswing Entrance Door", sheets 1, 1. 1, 2 through 5 of 5, dated 01 /15/04 and last revised on MAY 08, 2018, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS (Reference current test submitted under files #15-0707.02) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswi fj d'oo'r, } rtpa'rgd:b i American Test Lab of South Florida, Test Report No(s). ATLSF 0304.01;15; aatej 0�/�6i'i-f, signed and sealed by Stephen Warter, P.E. ' • ''' •' ' ' • ' • . ••• . • ••• ••• - . .. ., ••• ••• • :00 ••• shag4.Chanda,P.E. Product Control Unit Supervisor NOA No. 19-0318.01 i 1:xjflt2ti0n D*e: June 10, 2024 : * D ppQ-ovjl paje: April 11, 2019 E - 2 . .. .. . . . .... . .. .. ... . . . Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1116.01 issued to Kuraray America., Inc. for their "Trofosil ultra clear, clear & color PVB Interlayer", expiring on 07/08/19. F. STATETMENTS 1. Statement letter of conformance to FBC 6"' Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 02/28/19, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA 4 18-0116.03, expiring 06/10/2024, subjected to verification in next renewal cycle. .. ... . . . . . .. . . .. ... .. . . . .. . ... . . ... . . • �. • • • P hail. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0318.01 • ; 4pICAiln Dade: June 10, 2024 • ;'4pplov$l Tate: April 11, 2019 E - 3 .. .. ... . . . ... . . ------------- SEE SEPARATE NOA FOR TRANSOM RATING AND DETAILS I - LOWER DESIGN PRESSURE OF TRANSOM, DOOR OR�I Ij II I TRANSCM MULLION SHALL CONTROL DESIGN PRESSURE FOR ENTIRE ASSEMBLY I II ji I / 11I1 I. / Ii I ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. ALSC SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELTE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED -0 COMPLY WITH THE REQUIREMENTS OF THE 2017 (BTH EDITION) FLORIDA BUILDING CODE INCLLDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS, SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE, MATERIALS INCLUDING BUT HOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATON FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEA_ING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDTIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. IN HVHZ ONE TIME APPROVAL FOR MIAMI-DADE CCUNTY TO BE OBTAINED, IN NCN HVHZ SUCH PROJECTS TO BE REVIEWED BY AHJ (AUTHORITY HAVING JURISDICTION). TRIBUTARY END LOAD AN) ANCHORS TO BE REVIEWED BY AHJ I..1f.yA I I DOOR HINGES SEE SHEET 2 j FOR QUANTITIES & CAPACITY 42- FRAME WIDTH SURFACE APPLIED FALSE MUNTINS MAY BE USED 71 I Y t {��7� so*: III • ACY,,FVE LEAF !• • • • • fsee -- It I X N � • • • 1 I g � ? • • • I • • • s 4 so -`- fl A • • {I II � 66 •• • / III s•\i •••• yy x , a rn 31 3/4" s z " o.L. OPG. �_ 1�o LOCK OPTION '2' 39 1/8" SINGLE DOOR W/ 3 POINT LOCK + FLJSH BOLTS ,,.._...,___._..LEAF WIDTH....._............ SEE Dp CHART ON SHEET 2 LOCK OPTION ' T' SINGLE DOOR W/ 3 POINT LOCK SEE Dp CNART ON SHEET 2 TYPICAL ELEVATIONS PRODUCT RENEWED -co PII with the¢7orM6 Hnidiag Cud' A —prance N. 14- el 31 O 1 F.cPI{roNan Date uaiE IMiami ~ Product Cwap�! THESE DOORS ARE RATED FOR LARGE & SMALL MSSILE IMPACT. SHUTTERS ARE NOT REQUIRED oRODUC f REVISM Se �M1att wN► the FM4M attlw.g e.ee Aocgtnue Nu-61T(.•03 Ir�phtlrlNe T7o(Gj r-A ,CIO _ ANAf 40, 70692 Yy ; 1i i May 8,2018'X STATE OF e{g�;• 0 n A h QIL 1 IL 2 N 10 0 wp`^ IL N II�� Q' O t•- a 0 U OR r V IEA p a KtCS 0a0<, 00 Nt"• O 2 LL �L Z•_0 tzw 1 ••••jo p op•••A 0� O & c Pe Lo j yq� M • Z I tNp�t3 Id O p a4$• c2 11 -0 m Z SNy O! I O O N V Lj m 0 O I' m Z 'p a L O y v aI�W v0 mowing no. W04-01 (4) ANCHORS AT MTG. SFLE ENDS AT 3" O.C. DOOR HINGES SEE SHEET 2 - FQR QUANTITIES & CAPACITY \\ - J II I - I , n EII I U !1 I �NJ I1- w � I y V Z l KwU oN , 1;1 � I o`� KWJ� _ ya�3WI 1 N30fC it I 1 I I MIAMI-DADE COUNTY J// APPROVED MULLION /� " I 29- SEE SEPARATE RDA 1 �29— pG mod - ---� D.l. O. D.L. OPG. TRIBUTARY END LOAD 36 3/8" 36 3/8" AND ANCHORS TO BE- / L ---� yy1..rH I LEAF WIDTH REVIEWED BY AHJ L(3) ANCHORS AT MTG. STILE ENDS AT 3` O.C. INTO CONC. LOCK OPTION '2' DOUBLE DOOR W/ 3 POINT LOCK + FLUSH BOLTS SEE Dp CHART ON SHET 2 75 3/4" FRAME WIDTH 73" MAX HEAD/SILL ! 'A1 \ TYPICAL ELEVATION to 4z 0 nj i 3 IAZ.._ 3 O N ZI of2 2 n a a IL o O ducq V U W h a� oo •. •.s• O R • • . • • Q W 7 IJi • . V'RODi•t�'F Rk;Nb.WfD itf the f7n�1, .J..., • • • • I -� tTniAi� � • • • • � � • I pl. Rc N. -31 T d t In 104 g U � C �i'EII.e�.te W lR -' • y MMv:. I O ' iE1wI DrxidPt pc1 ' • Q • .• .. • •• •• �L Il ••.• z cN L ml •RODUC t' REVt66'Ba complying •Pwhi tl• f'MrW p w Z a a N . p•t•{t•• DNtc i•✓ C ! J 7 N O a Woo" ....� i I I { � OI � � I r i \ 11 .70592 'I e I;E May 8,2016C zr X _ "c .J MATE CFw drawing no. DESIGN LOAD CAPACITS - PSF SINGLE (X) DOORS DOOR SIZE I GLASS TYPE 'A' 2/6 I 75.0 85.0 3/O ( 6/8 75.0 65.0 2/6 75 0 85.0 75.0 85.0 7/0 75.0 3/O 8/0 1 75.0 85.0 2/6 75.0 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. $ CGS SINGLE DOORS: (OPTION 3 PONT LOCK SYSTEM AT ACNE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN CN INTERIOR. STRIKE PLATE 1-1/4" X 1/4" X 16-1/4" LONG ATTACHED WITH (2) #8 X 3/4- SMS TWO-HANDED COMB RING EXTRUDED ALUMINUM BRIDGE 2 BY 'GESSE' (5) PER LEAF AT 6-. 12% 35-, 63-1/2- AN) 92-1/2" FROM TOP OF DOOR DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'B' WIDTH HEIGHT EXT. (+) I INT. (-) 2/6 100.0 140.0 3/0 6/8 100.0 140.0 3/3 100.0 140.0 2/6 1 D0.0 1400 3/0 7/0 _ 100.0 -To 140.0 140.0 3/3 0.0 2/6 100.0 140.0 3/0 i 8/0 100.0 140.0 3/3 100.0 _ 140.0 DCORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GL6SS TYPE 'A' OR 'R' WIDTH HEIGHT EXT. (+) INT. (-) 5/0 75.0 75.0 6/8 6/4 75.0 75.0- 5/0 7/0 75.0 75.0 - 75.0 6/4 75.0 5/0 j 75.0 75_0 8/1 75.0 75.0 6/4 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. LIMIT EXTERIOR(+) LEADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. ITEM 0 PART N REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 ER006 AS REQD. DOOR FRAME 6063 T6 2 ER012 AS REDD. DOOR LEAF 6063 T6 3 VZ1566 1/ LEAF I/ DOOR DOOR BASE BOARD 6063 T6 - 4 VZ 1483 FRAME SILL 8063 T6 - 5 - 1/ DOOR SILL BASE _ 6063 T6 - 6 VZ-1481 AS REQD. ASTRAGAL SIRE 6063-T6 7 VZ-1535 4/ LEAF GLAZING BEAD 6063-1`6 - 8 2801 AS REQD. GLAZING GASKET EPDM DUROMETER 7535 SHORE A 9 10 11 - 1 SHEAR CLIP _ CORNEP KEY HINGES 6063-T6 - 1001/50 00600% 1/ CORNER ALUMINUM MONTICELLO 4/ LEAF ALUMINUM - - GIESSE PH MACHINE SCREWS • - , 0 WIN W S<F DRILLING _-. •._..__S .._. SMS 12 fiO X 3/8' 4/ HINGE HINGE 14STALLATION SCREWS BULB W"STRIPPING ASSEMBLY SCREWS __.._. ._.SCR FRAME ASSEMBLY SCREWS 13 - AS REDO. 14 ,10 x 2' AS REQD. - • __ 15 .___ /12 % 1-1!4 - __ - LOCKS SINGLE DOORE: (OPTION #2) LOCKS DOUBLE DOORS: (OPTION #2) MANUALLY OPERATED FLUSH BOLTS AT ACTIVE LEAF: TOP AND BOTTOM OF ACTIVE LEAF PART /02781 MANUALLY OPERATED FLUSH BOLTS AT TTACHED WITH (4) �10 X '-i/2" SMS. ! TOP AND BOTTOM OF ACTIVE LEAF PART #02181 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE ATTACHED WITH (4) (18 X 1-1/2" SAS. 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE AND THUMB TURN ON INTERIOR. 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR STRIKE PLATE AND THUMB TURN ON INTERIOR. 1-1/4" X 1/4" X 16-1/4' LONG ATTACHED WITH (2) b8 X 3/4" SMS INACTIVE LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT HINGES SINGLE DOOP.S: TOP AND BOTTOM OF INACTIVE LEAF PART /02168 TWO-HANDED COMB RING : ATTACHED WITH (4) 05 X 1-1/2- SMS. EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE HINGES DOUBLE DOORS: (7) PER LEAF AT 7/0 AND 3/0 DOORS TWO-HANDED COMB RING AT 3", 9" AND " FROM EXTRUDED ALUMINUM BRIDGE 2 TOP AND BOTTOMM,, ONE ONE AT NIDSPAN BY 'GIESSE' (6) PER LEAF AT 6/8 DOORS (5) PER LEAF AT 3", 9" AND 26-3/8" FROM AT 6% 12', 35-, 63-1/2" AND TOP AND BOTTOM 92-1/2- FROM TOP OF DOOR NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. v3/16" HEAT STREN'D GLASS .090" Ini°rloyer `Trosifol PVB ,ey kuroray Americo Inc. 1 1-3/16" HEAT STREN'D GLASS SILICONE Z rGE SCS 2800 i iil l SILGLAZE It N � a 1 o h FW z it 00 0WC e Q: O OG0,p v$ M Opuco �g' Q W 7 1L N IL o •••••• • • `a14 J,I �1 _ •••••• • Q 691, STREAW'D GLASS• •••• ••••i •••�7 �3/16"+TEAT .100" Irlerlayar - Bbtdff�' • • • { � • • • • •u By IArarayAmerica, %• • • . �I •• •• •• t - 3/16- HEAT STREN'D GLASS U� i•fN �' '060000 • �,\ �• • • C pj•I'1 z I �o I •_` • • • • 0, 1� _i • /ILICONE z LOB j • I "•• ;-SE SCS 280• • • • SILGLAZE IF • w' 70 L� n -I-a° V 11 O v m -- / <ILLJJao GLASS TYPE GLASS TYPE 'B' GLAZING OPTIONS •AODUCFREVISED .OF I' �X�' :� k4-piyieg with Ike F1.46 boding CMa AaeJlinsce No -G• 114.63 EApirstim Datr �/,0!LgFI+I+ l✓ pmdw Cenbd NOTE: o o K GLASS CAPACITIES ON THIS S-IEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) •-i=,= AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ` o' g0i AB YRODI)CT RENEWED `� :A"'t''y,1C+nN$4r'`• i!� ',, •° "IlImph"iott wbh the n d& ®aiding Cudc Acceptance Nm 1?--0jirS'•0 Eipi1rueiaan,re. Jo ztf 'C I.+ May 8,201BA:= C= o- 01 F drawing9 no.. ect Cowg......•�W04-01 to TYPICAL ANCHORS w TYPICAL ANCHORS Flu � (W TYPICAL ANCHORS WOOD BUCK-' SEE ELEVATIONS z NETAL ) of SEE ELEVATIONS 1W FOR SPACING % SEE ELEVATIONS la FOR S-ACING '� FOR SPACING `TRUCTURE. o � � car i / V Z N _ N74'. EDGE DI EDGE OIST. EDG e E DIST...: 1 — _ eF=v w ••••• a 10 j� Q 1a C _ V •. :...:. Q��Oj 13 TYPICAL ANCHORS • • • • • • • ACCESS HOLES SEE ELEVATIONS • • • • • • • _ n WITH PLUGS FOR SPACING WOOD BJCKS AND METAL STRUCTIPRIEFM OWT BY EUR(4Tl0Q • E : V V Ti SEEE.R SEPA TRA E NOA MUST SUSTAIN LOADS IMPOSED 9Y GI�jtlQG SYSTE4M 4 =j TNSO PATTNG�ANDETAILS TRANSFER THEM TO THE BUILDING STRUCTURE. • • ra• r R' asy , _.._._..------- _.....----•'•-ter- • - ••••i n TYPICAL ANCHORS. SE_ ELEV. FOR SPACING (� II �Fu�7i4 KN. y� • 0 O `r *�* L-----J-----JI --- INTO 28'! WOOD BUCKS OR WOOD STRUC'AJRES • • • 4 • •y yti II I 1 LL THRU 1 BY BUCKS INTO CONC. OR•BlOCKI • y • 1-1 4" MIN. EMBED INTO CONCRETE —_ - ------ -_z': -1 4" MIN. EMBED INTO BLOCKS (JAMBSHEAD JAME • • c' { ? ~ o r m _ ❑ C N m of MIAMi-WE COUNTY DIRECTLY INTO CONCRETE OR BLOCKS _ APPROWD MULUON t- 4i m i 13 1 1pRODUCT RF.NEWE6 N L a i-7/4` MIN. EMBED INTO CONCRETE (HEAD/SILLjJAM85) O W SEE SEPARATE NOA » piringwiththetl•W 1-1/4` MIN. EMBED INTO BLOCKS (JAMBS) i (SEE Dp LIMIT NOTE IN SHEET 1) guiQia[CMe C �'' Z m 4 } 031$'oti o o m �- Ace txnce �" i fxpi�ratlnnDate.._J�i-1��Z'�} 114 SMS OR SELF-ORIWNG SCREWS (GRADE 2 ORS) j ry o INTO MIAMI-"DADE COUNTY APPROVED MULLIONS W d C �. TYPICAL ANCHORS 13y �SL^�:��: �+--- OR I SEE ELEV. FOR SPACING p(i•mi M.Arf •H C••ual -� INTO MEAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 4111A�_ ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL 1/8" THK. MIN. (Fy - 36 KSI MIN.) I `.'-f •Rt)8UCt RE�f (STEER. IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c •t oxnrpl7i•[witb dM FbrM1A i o o a ,. CRITICAL EDGE DISTANCE ak� �ye X t/2" SMS AoctWnneeNo �� INTO CONCRETE AND BLOCKS = 2-1/2" MIN. "$ E 3" FROM ENDS Emir•Watc INTO WOOD STRUCTURE = 1` MIN. " AND 10" D.C. MAX. NNW 1� INTO METAL STRUCTURE = 3j4" MIN. 03— NNW Pt•t1•m1 (4) 012 X 1" SNS WOOD AT HEAD OR JAMBS SG . 0.55 MIN. c 2 AT 2' O.C. MAX. CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 P51 MIN. y o N ! AT CENTER OF SILL 0 `B� o 4 c ! 13 ! REDD. AT ,��t111tHTtli/� �r _ { � 1` B La JDOUBLE (XX) DOORS ���\ A.�g ONLY . 1 . L a r a May 812018X q,Ica� D a i� S1 ALAN' 5. A� RAaFc,F t f- �drowinq no. J a ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ✓;,�""<oR10�•�`+v`�/ TYPICAL ANCHORS + W04-01_ �i- ADSEL OR TEKNA 50729 S=ALANTS. SEE ELEV. FOR SPACING�-"-"— 1/4* SHIM 13) TYPICAL ANCHORS 2i SEE ELEV.— FOR SPACING 12 71 2 mtAmi-DACE COUNTY APPROVED MULLION SEE SEPARATE NOA ------------- ISEE SEPARATE NOA FOR SIDELffE II 1 RATING AND DETAILS 11 jr- r I (2) #6 X ACTIVE LEAF EXTERIOR I D.L. OP_Gl LEAF WIDTH 42" MAX. FRAME WIDTH' - SINGLE DO DOOR 1/4" MAX. SHIM SPACE -METAL STRUCTURE TYPICAL ANCHORS /--SEE ELEV. FOR SPACING LOCKS SEE SHEET 2 EXTERIOR 1/4" MAX. LOCKS _—SHIM SEE SHEET 2 — ACTIVE—LE—AFI IN -ACTIVE LEAF II -IF ------- L7 ---------- : , - — I 12 (2 (7) I EXTERIOR LEAF WIDTH 75-3/4- MAX. FRAME WIDTH DOUBLE DOOfi 00 1/4" MAX. SHIM z DO! 9 �Z,, "- 2 WOOD BUCK/ OR 2 WOOD 0 STRU E �o 0 w 0 t 0 Do: • 0 QlGm • z 0 EXT, 0 0 t to 000*00 a el 0600'-SEE TYPICAL ANCHORS 0 _r & ANCHOR 0 )CKS 1 0 EE 0.: _E SHEET 2 a FOR ekolllC oets 0 0 0 0 _j *0 00 0 0 0 -0-01 T �k 0= '.g Aa,pt­ 'Z' I td coal 0 F"*w oftwi 0000 IBY WOOD BUCK 0 Li c 0- os Ej TYPICAL ANCHORS SEE ELEV. 0 FOR SPACING (2) #8 X 3/4" sms LEAF WIDTH_.__ PROPUC7 RENEWED NO Nk ­p4ig,,ith the FMrWI& 7 70592 MayB,201189� W04-011 1_5)1 STATE OF 4 3.937 - -- —� —.070 T-- , 815p 1.634 jI 2.658 1.772--� DOOR FRAME 1.771-- 2.830 3.673 1,170 --L 4.024 —2.047 2) DOOR LEAF 1.772 .067 3.937 3.177 2.921 i .080 .238 043 DOOR BASE BOARD SHEAR CLIP — 2.402 138 r- 1,417 1.7 64 063 1 1.906 .571 .744 1.772— —.591 FRAME SILL e ASTRAGAL STILE 2,000--1 --1 1.000 1.000 094 .846 150 1 o 6 L J 1.201 SILL BASE GLAZING BEAD ki LEAF CORNERS FRAME TOP CORNER FRAME BOTTOM CORNER 1.R6DU(--TRE149WFD .. as cmpwift with "' F'"I" liuiding C1141 peeeplaace No kCl E,pj.doo mik— my_ W, 10 z 0 z sw z T lo 0 0 to' �o ; gi jorzai 0 L 0 0 q a 0 0 041 *a 0 _4LL L A - 4 ; .; -Z • 0 :*a: a 0 ID 0 ease a 00 6 W'C 0 cj a - W 't o 7 aRobuc r "Viffm its, *R n"w. A—Pta-.,N ..*sh— .3 I Jj �'j A 7W92 9 may 8-2018 'A 1*4 J, 1, [ w 04-01 .0