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WS-17-2491Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address ■ Perri ft NO. WS-10-17-2491 Permit Type: Windows/Shutters I ork Classification: Window/poor Replacenrt Permit Status: APPROVED Issue pate: 11/2/2017 Expiration: 05/01/2018 Parcel Number 10125 BISCAYNE Boulevard Miami Shores, FL 33138-2647 1132050190190 Block: Lot: Applicant BISCAYNE 10125 LLC Owner Information Address BISCAYNE 10125 LLC 10125 BISCAYNE Boulevard MIAMI SHORES FL 33138- Phone CeII (786)390-3177 10125 BISCAYNE Boulevard MIAMI SHORES FL 33138- Contractor(s) Phone OCEAN DOORS AND WINDOWS INC (305)888-5718 CeII Phone Valuation: Total Sq Feet: Type of Work: REMOVE AND REPLACE IMPACT 8WINDOWS No of Openings: 10 Additional Info: REMOVE AND REPLACE IMPACT 8WINDOWS Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $13.20 $3.00 $2.00 $4.40 $200.00 $9.00 $17.60 $249.20 Pay Date Pay Type Invoice # WS-10-17-65401 10/19/2017 Check #: 3342 $ 50.00 $ 199.20 11/02/2017 Check #: 3346 $ 199.20 $ 0.00 Amt Paid Amt Due $ 21,377.46 0 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, f 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 myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID construction and zo hat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ore, I authorize the above -named contractor to do the work stated. Authorized Signatu =. Owner / Applicant / Contractor / Agent November 02, 2017 Date Building Department Copy November 02, 2017 1 o\` N(Y`) BUILDING M iamiMiami Shores Village Building Department / 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 n/ Tel: (305) 795-2204 Fax: (305) 756-8972 l/ INSPECTION LINE PHONE NUMBER: (305) 762-4949 c.2" PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL Master Permit No. Sub Permit No. RECEIVED OCT ] 91017 4-1 S(� FBC 201u wS ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION 0 SHOP CONTRACTOR DRAWINGS JOB ADDRESS: /'/25 e; et-e10 g City: Miami Shores Folio/Parcel#: //3Z 050/90 /To Occupancy Type: Load: Construction Type: Flood Zone: 4/vs County: Miami Dade Zip: 33/38 Is the Building Historically Designated: Yes NO BFE: FFE: OWNER:'Naitne (Fib Simple Titl'eholder): i3i,5 4 1.1, /0I 2=5 L C.. 1Phone# Address: ID/Z5 /,b/t4zy e /vt r City: A --//a c-// 5Nal61 State: `% Zip: 33/38 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: tfAr) �D,PJS * LUin�dll.LS Phone#: 309' — 88$ - 59/8 Address:' 89.5 NW -1 i A/vF 4. City: --IE6 State: (1 Zip: 33/64 Qualifier Name: ��-A-/6 `7 ieOT�3 Phone#: State Certification or Registration #: A e /5254/?.? Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 2/,3-99.1/4 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New El Repair/Replace ❑ Demolition Description of Work: ,Qre".c./DVf ff e-604 etc /L l 1/(14 elf .ddl (Z} Specify color of color thru tile: �� Submittal Fee $ 50 Permit Fee $ 2/"/ CCF $ 1 • 2-Cn 10/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ ` 1 CH 20 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OW • r AGENT CQNTR`ACTOR The foregoing instrument was acknowledged before me this ,3 day of Qt,-r / "A jG , 20 4. , by /✓� day of , 20 /) , by The foregoing instrument was acknowledged before me this Cw09 6cK C DEC , who is personally known to 4 zgLGFa40 T 44,10 , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: GREILY RICABAL MY COMMISSION # FF 113284 I R EXPIRES: April 15, 2018 L Bonded 1Bonded ThruNotaryPublicUnderwriters . identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: GREILY RICABAL MY COMMISSION*FF113284 EXPIRES: April 15, 2018 jI Bonded Thru Notary Public Underwriters APPROVED BY h— / / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 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 (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgemep t: Qualifier/Owner Signature Date Print Name 9S 10/18/2017 Detail by Entity Name Department of State / Division ofCorporations / Search Records / Detail ?y_DD_ocument Number / Detail by Entity Name Florida Limited Liability Company BISCAYNE 10125 LLC Filing Information Document Number L16000156453 FEI/EIN Number 81-3643459 Date Filed 08/22/2016 Effective Date 08/22/2016 State FL Status ACTIVE Principal Address 1680 MICHIGAN AVE SUITE 910 MIAMI BEACH, FL 33139 Mailing Address 1680 MICHIGAN AVE SUITE 910 MIAMI BEACH, FL 33139 Registered Agent Name & Address SUNNY HOUSES CONS LLC 1680 MICHIGAN AVE STE 910 MIAMI BEACH, FL 33139 Authorized Person(s) Detail Name & Address Title MGR BENEDETTI, CLAUDIO 1680 MICHIGAN AV STE 910 MIAMI BEACH, FL 33139 Title MGR SANTINI, ANDREA 1680 MICHIGAN AVE, SUITE 910 MIAMI BEACH, FL 33139 http://s,arch sunbi z.org/Inquirt'/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=lniti al &searchNameOrder=BISCAYNE 10125%20L.. 1 /2 10/18/2017 Annual Reports Detail by Entity Name Report Year Filed Date 2017 03/18/2017 Document Images 03/132017 -- ANNUAL REPORT 08/22/2016 — Florida Limited Liability View image in PDF format View image in PDF format http://search sunbi z.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Enti tyName&directionType=Initial &searchNameOrder=B1SCAYNE 10125%20L... 2/2 10/19/2017 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3205-019-0190 Property Address: 10125 BISCAYNE BLVD Miami Shores, FL 33138-2647 Owner BISCAYNE 10125 LLC Mailing Address 1680 MICHIGAN AVE 910 MIAMI BEACH, FL 33139 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 2,090 Sq.Ft Living Area 1,520 Sq.Ft Adjusted Area 1,801 Sq.Ft Lot Size 14,028 Sq.Ft Year Built 1957 Assessment Information Year 2017 2016 2015 Land Value $411,577 $383,496 $349,076 Building Value $125,350 $125,350 $125,350 XF Value $3,089 $3,133 $2,621 Market Value $540,016 $511,979 $477,047 Assessed Value $430,558 $511,979 $477,047 Benefits Information Benefit Type 2017 2016i 2015 Non -Homestead Cap Assessment Reduction $109,458 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 8 REV PB 43-67 LOT 8 LESS BEG SW COR LOT 7 TH SWLY27.41 FT NWLY120.59FT NELY52.35FT SELY128FT TO POB & LOT 9 LESS NWLY12FT FOR R/W Generated On : 10/19/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $0 $0 $0 Taxable Value $430,558 $511,979 $477,047 School Board Exemption Value $0 $0 $0 Taxable Value $540,016 $511,979 $477,047 City Exemption Value $0 $0 $0 Taxable Value $430,558 $511,979 $477,047 Regional Exemption Value $0 $0 $0 Taxable Value $430,558 $511,979 $477,047 Sales Information Sale Previous Price OR Book- Pa e 9 Qualification Description 10/24/2015 $496,000 30280-0036 Qual by exam of deed 05/12/2015 $480,000 29632-1960 Affiliated parties 08/26/2014 $365,100 29292-0162 Financial inst or "In Lieu of Forcbsure" stated 05/01/2005 $550,000 23429-0866 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: MECAWind Version 2.1.1.4 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2017 www.mecaenterprises.com Date : 10/12/2017 Project No. : 2017.762 Company Name : OCEAN DOORS AND WINDOWS Designed By : AA Address : 7100 NW 72ND AVE Description : INSTALL WINDOWS & DOORS City : MIAMI Customer Name : OWNER State : FL 33166 Proj Location : 10125 BISCAYNE BLVD File Location: J:\Afe Work\Plans\Ocean Doors and Windows\2017.762 10125 BISCAYNE BLVD\CALCULATIONS.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = III Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 1.2 : 12 Slope of Roof(Theta) = 5.71 Deg Ht: Mean Roof Ht = 12.00 ft Type of Roof = Gabled Multi -span RHt: Ridge Ht = 14.00 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= .00 ft Roof Area = 4020.00 ft^ 2 Bldg Length Along Ridge = 100.00 ft Bldg Width Across Ridge= 40.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.93 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems .. ... . . . . . .. . • . . . . .. ... .. • . • .. • ... ... • ... ... • • . . . • • • . . . . . . • .. . . . • .. .. ... • • . . • ... • • • • . • . . • . • . . ... ...... ....... .... ... • • • • .. ... • MECAWind Version 2.1.1.4 ASCE 7-10 Developed by MECA Enterprises, Date : 10/12/2017 Company Name : OCEAN DOORS AND WINDOWS Address : 7100 NW 72ND AVE City : MIAMI State : FL 33166 File Location: J:\Afe Work\Plans\Ocean \CALCULATIONS.wnd Inc. Copyright 2017 Project No. . Designed By . Description . Customer Name : Proj Location : Doors and Windows\2017. www.mecaenterprises.com 2017.762 AA INSTALL WINDOWS & DOORS OWNER 10125 BISCAYNE BLVD 762 10125 BISCAYNE BLVD 3 2 3;23 2;I;2 a ,31T213 312 i3 Multispan Gable Roof 0 <= 10 (Refer to Fig 6-11) Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of 6 Description Width of Pressure Coefficient Zone "a" = 4 ft Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf A B C D E G H 1 2 3.08 4.08 8.83 3.08 3.08 3.08 3.08 4.41 3.18 3.25 4.16 4.16 3.16 2.75 4.16 4.16 3.16 3.16 7.00 7.00 .. ... . . . . . .. • • • • • • • • • .. ... • • . . . 0* • ••• ... . ... ..• • • • . . • • • • • • . • . • • • . . • • • •• • • • • •• •• ... • • 0410 • . . • 000 • • • . . . • • • • • . . ... . . . • • . • . . . . . • • .. .. • . • .. .. ... . . . 000 • • 12.8 17.0 27.9 8.5 12.8 12.8 9.7 13.9 22.3 22.8 5 5 5 5 5 5 5 5 5 5 0.88 0.86 0.83 0.90 0.88 0.88 0.90 0.88 0.84 0.84 -1.23 - 1.19 - 1.12 -1.26 - 1.23 - 1.23 - 1.26 -1.21 - 1.15 - 1.15 36.08 35.42 34.25 36.66 36.08 36.08 36.66 35.88 34.78 34.73 - 47.71 - 46.40 - 44.07 - 48.88 -47.71 - 47.71 -48.88 - 47.32 -45.13 - 45.02 MECAWind Version 2.1.1.4 ASCE 7-10 Developed by MECA Enterprises, Date : 10/12/2017 Company Name : OCEAN DOORS AND WINDOWS Address : 7100 NW 72ND AVE City : MIAMI State : FL 33166 File Location: J:\Afe Work\Plans\Ocean \CALCULATIONS.wnd Inc. Copyright 2017 Project No. . Designed By . Description . Customer Name : Proj Location : Doors and Windows\2017. 2017.762 AA INSTALL WINDOWS & DOORS OWNER 10125 BISCAYNE BLVD 762 10125 BISCAYNE BLVD at_ r 3 2 _I E� L•I Ir s1 ••;•••• I 1 • I 1 I •p•• I •I .4C• •, •i ••••••,I •• 1 • • 1 1 i1l••r T • • • •••• • • •••• • • • • • •• • • • • •• • • • • ••• • • • 1iuttispan Gable Roof 8 <=10 • • (Refer to Fig 6-11) Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Description Width of Pressure Coefficient Zone "a" = 4 ft Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf A 3 D E F G H 1 2 3.08 4.08 8.83 3.08 3.08 3.08 3.08 4.41 3.18 3.25 4.16 4.16 3.16 2.75 4.16 4.16 3.16 3.16 7.00 7.00 12.8 5 17.0 5 27.9 5 8.5 5 12.8 5 12.8 5 9.7 5 13.9 5 22.3 5 22.8 5 0.88 0.86 0.83 0.90 0.88 0.88 0.90 0.88 0.84 0.84 - 1.23 -1.19 - 1.12 -1.26 -1.23 - 1.23 - 1.26 - 1.21 -1.15 -1.15 36.08 35.42 34.25 36.66 36.08 36.08 36.66 35.88 34.78 34.73 - 47.71 - 46.40 -44.07 -48.88 - 47.71 - 47.71 - 48.88 - 47.32 - 45.13 -45.02 MECAWind Version 2.1.1.4 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2017 nwr.-.er... enL . era so. . crogi Date Company Name Address City State File Location: : 10/12/2017 Project No. : 2017.762 : OCEAN DOORS AND WINDOWS Designed By . : 7100 NW 72ND AVE Description . : MIAMI Customer Name : FL 33166 Proj Location J:\Afe Work\Plans\Ocean Doors and Windows\2017.762 10125 AA INSTALL WINDOWS & DOORS OWNER 10125 BISCAYNE BLVD BISCAYNE BLVD\CALCULATIONS.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Damping Ratio (beta) Alpha At Am Cc Epsilon Slope of Roof are based upon ASD 175.00 mph = III - N/A - 1.00 • 0.01 - 9.50 = 0.11 - 0.15 • 0.20 • 0.20 1.2 : 12 12.00 ft Design, with a Load Factor of .6 • • Exposure Category • =•• Flexible Structure ••_ • Kd Directional Factol!••0.•40 • Zg Bt Bm 1 Zmin Slope of Ht: Mean Roof Ht = Type of Roof Multi -span RHt: Ridge Ht = 14.00 ft OH: Roof Overhang at Eave= .00 ft Roof Area 2 Bldg Length Along Ridge = 100.00 ft Bldg Width Across Gust Factor Gustl: For Category I Rigid Structures - Simplified Method Rigid Structures (Nat. Freq.>1 Hz) use 0.85 • ••.. 900.•00 ft •.•c.• 1.:c7 ••• •••S.• 0.65 •• ..•.•• 500.•4Q.f� ...�.. 15.00 eft Roof (Theta) • - • 5..71 leg • _• GablV•••• • • • •• • ••• • Eht: Eave Height = 10.00.E = 4020.00 ft^ Ridge= 40.00 ft = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q:(1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.93 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION TANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.Eov/economy CGI Windows & Doors 10100 NW 25th Street Miami, FL 33172 This NOA is being issued under the applicable rules and regulations governing the use of topstpetion materials. The documentation submitted has been reviewed and accepted by Miami -lade County RER - Product Control Section to be used in Miami Dade County and other areas where allow :d by tkraihority ' • Having Jurisdiction (AHJ). • • This NOA shall not be valid after the expiration date stated below. The Miami-Dade£unty Product Control. • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade taumy) reser've'the right..... to have this product or material tested for quality assurance purposes. If this predeot•tr math r ia4 •faits to• •: • • • perform in the accepted manner, the manufacturer will incur the expense of such testlttg and the•AHJ may immediately revoke, modify, or suspend the use of such product or material withiQ'th>rhjurisdictidn. RER • reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Proluct.t ontror Section that this product or material fails to meet the requirements of the applicable:b .i irg code• • This product is approved as described herein, and has been designed to comply with the Florida failding Code, including the Hi .h Veloci Hurricane Zone. DESCRIPTIO : Series "Sentinel 130" Aluminum Fixed Window - L.M.I. APPROVAL D • i : 1 rawing o. 'i 11 I tit e • eries Sentine 0 Alum Fixed Window (L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F dated 04/10/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product C MISSILE IMPACT RATIN : Large and Small Missile Impact Resistant LABELING: Each unit shall i name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this. entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 14-0731.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMPDADE COUNTY APPROVED NOA No. 15-0413.03 Expiration Date: -September 22, 2020 Approval Date: June 25, 2015 Page 1 • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04/10/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • • • .• •• ..• . •... • B. TESTS •• • .•.• 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading por4BC TAS 202-94 • • 2) Large Missile Impact Test per FBC, TAS 211'--9 ' . • 3) Cyclic Wind Pressure Loading per FBC, TAS It 3-94 . • • • along with marked -up drawings and installation diagram of a sQri85a5500 P'1/4/ xed window, to qualify DuPont "Butacite" PVB interlayer, Durasell4 tend Super Spacer® • • insulating glass spacer, prepared by Certified Test Laboratories, Test•Reponrjq.. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh G.'ate1, P.E. • • • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAnn;94 • 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) Manuel ' ez, P:E. Product Contr aminer NOA No. -0413.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resource.z.CARR • • • .. .. • •..• . . E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont Din ours iTcC'or Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNenrours & C®. Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13Z ex4iring ofi 12/11/16. • 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (VIA) • for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. • • .•.. • • ... •• .. • . F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated July 18, 2014, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to Series "Sentinel 130" Aluminum Fixed Window — expiring on 09/22/15. E-2 CGI Windows & Doors, for their L.M.I. approved on 10/16/14 and Manuel Per '.E. Product Control E er NOA No. 15-0 3.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 49" FLANGE WIDTH D.L. OPG. 6" MAX. 18" MAX. 1 HEAD/SILL CORNERS 0 OD SHORTER SIDES m FLANGE HEIGHT 0.L OPG. O i —�� ' 11 IL d 1 I I I I FLANGE & FLANGE ADAPTOR FRAME o� U FALSE MUNTINS URFACE APPUED) OPTIONAL SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 48" BUCK WIDTH D.L. OPG. _y Ie. Skip fr L 1 ii // . 1 /7 __L 1 _J 1 I I II I I L 8" MAX. SHORTER SIDES EQUAL LEG FRAME _WINDOW WIDTH g WINDOW WIDTH I WINDOW WIDTH � � %—� Sri % 3 W 6" MAX. HEAD/SILL CORNERS 49" FLANGE WIDTH D.L. OPG. 1L__- /, r WINDOW WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ME NOT REQUIRED. 18" MAX. _i SHORTER SIDES TYPICAL ELEVATIONS ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. 96" BUCK HEIGHT D.L. OPG. •1! 7 0 m 6" MAX. CORNERS WINDOW WIDTH r 1 L • • • • •• • • • I• • •• • •+`�' • • • ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE 0g SI%IILAR :A BE • VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS • SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. _1 11 IIn% 11 11 u n 17" MAX. STRAIGHT SIDES DAYUTE OPENINGS; D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" • • • • • • • • • • • • • •• •8• • • F• Engr. JAVAD AHMAD CML FLA PE 1 70592 CAN. 3538 LAM. GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT PRODUCT REVISED as complying with the Florida Building Code 41 Acceplancc No /5- 'ralion Date'7.7�'/1 Hy Miomi a ade Product Control 2t) N 0 0. Ed Nl 1n cr Ow Oql N�r"-� 0 P.) 3,» Zz�N 30 o U5: FAX. (305) 593-6592 1 0 0 A A 0 p Pi s k 5 drawing no. (W10-02 sheet 1 of 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • m 6" MAX. BUCK WIDTH D.L. OPG. 16" MAX. A2 STRAIGHT SIDES HEAD/SILL CORNERS " BUCK HEIGHT D.L OPG. tI r I I I I I I I I L L 1 - n /, C2 II ,/ II JL / 11 r II 11 I I . I � @I 2 ID 48 r BVCK WIDTH D.l. OPG. FALSE MUNRNS (SURFACE APPUED) OPTIONAL STRAIGHT SIDES g V Of L 6" MAX. HEAD/SILL CORNERS FIN FRAMES 8 a O v J m m 48" BUCK WIDTH D.L. OPG. • n rr � I T Hr- 16" MAX. a STRAIGHT SIDES TYPICAL ELEVATIONS ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES • •• • • • • • • • . •• • • • •• • • • •• • • • •• • • • •• • • • • •• • • • • • • •• • • • . • . • •• • • • • • • • Engr: JAVAD AHMAD FLA. PE CMjLS 70592 CAR 538 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • 16" MAX. STRAIGHT SIDES PRODUCT REVISED ns complying with ttu Florida Building Code ? Acceptance No /✓"fe r0y�,,� Ex -'ration Date /[�.(� (L(Q! By �1iam adc Product Co 044 V V 0 U FAX. (305) 593-6592 J A v A a 9 8 9r drawing no. W 10-02 (sheet 1.1of 6] DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF W ��1 J COMP—ANL\W10-02CC1� FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'& CI' GLASS TYPES 'D'At'Dl' FLANGE DIMS. BUCK DIMS. CIASS TYPES 'C'k'Cl' CLASS TYPES 'D'k'D1' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) AL-FAROOQ CORP. ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648100 FAX (305) 262-6978 24' 23' 80.0 80.0 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 30' 29' 80.0 80.0 80.0 80.0 30" 29' 80.0 80.0 80.0 80.0 L 36' 35' 80.0 80.0 80.0 80.0 36' 114' 35" 113" 73.0 73.0 80.0 80.0 "% 42' 38. 41' 35" 80.0 80.0 80.0 80.0 41' 40' 61.4 61.4 80.0 80.0 " 48' 47" 80.0 80.0 80.0 80.0 24" 23" 80.0 80.0 80.0 80.0 54' 53" 60.0 80.0 80.0 60.0 30" 120" 29" 80.0 80.0 80.0 80.0 ; 60' 59' 80.0 80.0 80.0 80.0 36' 35' 119' 72.4 72.4 80.0 80.0 61' 60' 80.0 80.0 80.0 80.0 39' 38' 65.9 65.9 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 24" 23" 80.0 80.0 80.0 80.0 NOTE. 30' 29" 80.0 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 ED DIMENSIONSALYA CAN BE ABOVE. VERTIDTH ANY OR HOGTHRIZONTALLY VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 36' 35" 80.0 80.0 80.0 80.0 36' 121" 35' 120' 72.3 72.3 80.0 80.0 42' 48" 47' 47, 70.2 70.2 80.0 80.0 39' 38' 65.8 65.8 80.0 80.0 48' 47' 61.3 61.3 80.0 80.0 54' 53" 61.3 61.3 80.0 80.0 ))" BUCK DIMS )% 60' 59' 61.3 61.3 80.0 80.0• 1• v .-. v `Z8' M ^r' 1 CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 1 61' 80' 81.3 61.3 80.0 80.0 DESIGN LOAD CAPACITY - PSF 24" 23" 80.0 80.0 80.0 80.0 FLANGE DIMS. BUCK DIMS. GIASS TYPES 'C'B'C I' GLASS TYPES 'D'k'DI' FLANGE FRAME 30' 29" 80.0 80.0 80.0 80.0 WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) DR,(+) 1Nf.(-) 36' 35" 80.0 80.0 80.0 80.0 19-1/8' la- 1/8' 80.0 80.0 80.0 80.0 42' 80' 41' S9' 70.2 70.2 80.0 80.0 26-1/2' 25-1/2' 80.0 80.0 80.0 80.0 FLANGE DIMS 48' 47" 61.3 61.3 80.0 80.0 37" 36" 80.0 80.0 80.0 80.0 BUCK DIMS 54' 53" 54.3 54.3 72.5 72.5 48" 26, 47' 25, 80.0 80.0 80.0 80.0 1 60" 59- 48.8 48.8 65.1 65.1 53-1/8" 52-1/8' 80.0 80.0 80.0 80.0 61" 60" 48.6 48.6 65.1 65.1 81' 60" 80.0 60.0 80.0 60.0 24" 23" 80.0 80,0 80.0 80,0 19-1/8' 18-1/8" 80.0 80.0 80.o 80.0 EGUAL LEG FRAME 30' 29' 60.0 80.0 80.0 80.0 26-1/2' 25-1/2" � =� • B0.0 80.0 36' 35" 80.0 80.0 80.0 80.0 37' 38-3/8' 36' 37-3/8 101=80.0 II 80.0 80.0 42' 41" 70.2 70.2 60.0 60.0 48" 47" 80.0 80.0 BUCK DIMS 46' 72" 47" 71' 61.3 61.3 80.0 80.0 53-1/8" 52-1/8" inn 80.0 80.0 r' 54' S3' 54.3 54.3 72.5 72.5 61' 60' 60.0 80.0 :_1 60" 59" 46.6 48.6 65.1 65.1 19-1/8" 18-1/6" 80.0 80.0 60,0 80.0 61' 60" 48.0 48.0 84.0 64.0 26-1/2" 25-1/2' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 ' 80.0 ' 60.0 C 80.0 60.0 FIN FRAME (revisions: desorption WOW. SIZES ADDED INO CHANGE TH5 SKEET I UPDATED TO 20,♦ FBC NO CHANCE THS SHEET 24' 30" 23" 29" 80.0 80.0 80.0 80.0 37" 48" 50-5/8. 36" 47" 1 49-5/8' 81.3 61.3 80.0 80.0 36' 35' 78.2 78.2 80.0 80.0 53-1/8' S2-1/8' 1 � � 77,4 77.4 BUCK DIMS 42" B4. 41" 83. 70.0 70.0 80.0 60.0 6t' 60" 58.0 58.0 77.4 77.4 48' 47" 61.3 61.3 80.0 80.0 75-1/4" 74-1/4' 58.0 58.0 77.4 77"4 54' 53' 54.3 54.3 72.5 72.5 93-3/4' 92-3/4' 58.0 58.0 78.5 76.5 FLANGE ADAPTOR�ROMF 56' 55" 52.4 52.4 69.6 69.8 19-1/8" 18-1/8" 80.0 80.0 80.0 60.0 r 24' 23' 80.0 80.0 80.0 80.0 26-1/2' 25-1/2' 80.0 80.0 60.0 80.0 4- 30' 29' 80.0 80.0 80.0 80.0 37' 38' 80.0 80.0 60.0 80.0 FLANGE DIMS 1111 QQ©Q. 36' 97. 35' 98. 75.6 75.6 80.0 80.0 48' 63" 47" 62. 81.3 61.3 80.0 80.0 42' 41' 65.2 65.2 BOO 80.0 53-1/8' 52-1/8' 55.3 55.3 73.7 73.7 NOTE: 48' 47" 60.6 60.6 80.0 80.0 61' 60' 48.0 48.0 64.0 • 4.0 • 1�S CI ' CF ES♦ON *N*S SHEET ARE 49' 48' 59.6 59.6 80.0 80.0 75-1/4" 74-1/4' 46,5 46.5 61.9 • 61.9 • Ai6D aN f1Slgq ,y13g•0-09 (3 SEC. GUSTS) 24' 23" 80.0 60.0 80.0 80.0 19-1/8' 18-1/8" 80.0 80.0 80.0 410.0 • •ND•FL UM ttS tNG*CO MISSIMEC-219 ON 1 1•. X at 30' 29' 80.0 80.0 80.0 80.0 26-1/2" 25-1/2' 80.0 80.0 80.0 • 80.0. • • ii • • E• • • 36' 102' 35' 101' 74.8 74.6 80.0 80.0 37" 36" 78.9 78.9 80.0 80.0 Engr. JAVAD AHAU0 PRODUCT REVISED 42' 41' 65.7 55.7 80.0 80.0 48' 76• 47" 75" 61.3 61.3 80.0 80.0 CIVIL FLA. PE Y 70592 as complying with the Florida 46" 45' 59.3 59.3 80.0 80.0 53-1/8• 52-1/8' 55.3 55.3 73.7 7 7 •-✓ • • • • • C.A.'3538 Building Code w. ^ Acccplwwc No ' ( 24' 23" 80.0 80.0 80.0 60.0 61' 60' 48.0 48.0 64.0 • 6.0 • • • • • • •Q1� Ea 'ration Dote 30' 29" 80.0 80.0 80.0 80.0 • • • • • • • OY drawing no. W10-02, 36" f Dr 35' 107' 73.8 73.8 80.0 80.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 • • • • • • • • •• • ! /,� (�5 Mia1n' ode Product Control 42' 41' 62.4 62.4 80.0 80.0 "' 44" 43' 59.1 59.1 80.0 80.0 sheet Q Of 6 ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • /: • •• •• ••• • • • 000 • • ••• • • • • • 3/8" MR SPACE 3/16" HEAT STREN'D GLASS z EXTERIOR 3/16" ANN. GLASS .075" Interlayer Settles CP With PET Core By 'Eastman Chemical Co.' 0R .090" Interlayer Saflex Clear And Color Class By 'Eastman Chemical Co.' OR .090" Interlayer DuPont SentryGlos By 'E.I. DuPont De Nemours lc Co.. Inc.' OR .090" Interlayer DuPont Butacite PVB By 'E.I. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'C' 7/16" OVERALL LAM. GLASS 3/16" ANN. GLASS (L.M.I. & Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear Md Color Class O'Eastman Chemical Co.' R .090" Interlayer DuPont SentryGlos By 'E.I. DuPont De Nemours & Co., Inc.' OR .090" Interlayer 3/16" HEAT STREN'D GLASS DuPont Butocite PVB By 'E.I. DuPont De Nemours & Co., Inc.' M.I.) 0) n 53 m 0 3/16" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' 0R DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX AT 1/4 PO NTS ALL SIZES GLASS TYPE 'CI' 1" OVERALL INSUL LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C1' & 'D1' MUST BE TEMPERED. (L.M.i. ONLY) 3/6" AIR SPACE EXTERIOR t -71S AT I /4 PO NM ALL GLASS TYPE 'DI' 1" OVERALL INSUL LAM. GLASS 3/16" HEAT STREN'D GLASS .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interloyer Saflex Clear Md Color Glass 'Eastman Chemicol Co.' OR .090" Interlayer DuPont SentryGlos By O 'E.1. DuPont De Nemours & Co., Inc.' .090" Interlayer DuPont Butacite PVB By 'E.I. DuPont De Nemours & Co.. Inc.' 3/16" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 38" GLASS TYPE 'D' 7/16" OVERALL LAM. GLASS 3/16" HEAT STREN'D GLASS .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Soflex Clear And Color Class O'Eastman Chemical Co.' R .090" Interlayer DuPont SentryGlos By 'E.I. DuPont De Nemours & Co., Inc: 0R .090" Interlayer DuPont Butocite PVB By 'E.I. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 •• ••• XL EDGE SPACER • ST. STEEL BY SCARDINAL' • OR • • DURASEAL BY 'OUA•EX' OR •• ••• SUPER SPACER BY 'QUANEX' SIZES SIL CONE GE 1200 DOW CORNING 899 • • DOW f.ORNIUG 2195 4,4 • • • • • • • • SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 • L'TIONAL GLAZING DETAIL LASS TYPES 'CI' & 'D1' •• • • • •• • ••• •• •••Il • • • • • • •• • • • • • • • • •• • • •• ••• • • • Engr: JAVAD AHIAAD CML FLA. PE / 70592 C.AN. 38 •• • MAY ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED v complying with the Fbrida Building Code Acceptance No /0'; •0 15. ilWion Datc Dy A1imn' ode Pro uct Con O -4 3 8 H FAX. (305) 593-6592 a 0 a O II drawing no. W10-02 sheet 3 of 6 ) TYPICAI FDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. r I l J O o TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2-1/2" MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. ' THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. AL-FAROOQ CORP. ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264 5100 FAX (305) 262.6978 i a c. 0 0 INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE TYPICAL ANCHORS INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE 1/4" MAX. INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS FLANGE SEE ELEV. SHIMS 2BY WOOD BUCK FOR SPACING METAL uII OR WOOD STRUCTUR TYPICAL ANCHORS: STRUCTURE ® ® �,-FR ELEV. SPACING a: M2r-SEE© TYPSEE SPACING utti. S2 d �_ _ O ,� \ NNp.�, ©FOR • ® -. —11 1111II ,IN `�IIi V ! p�ii'� Wir IM Fil h '— J ® • _ _ _ ERIES SENTINEL 130 ALUM FIXED WINDOW (LM.I.)(S.M.I.) CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI. FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 �—' L�iJ�� ® MIN. ��1111I �•711 > ... �� 40 WOOD P „ °' �gy BUCK TYPICAL AIfCHORS SEE ELEV. ' FOR SPACING SS , I i 1/4" MAX. .' EQUAL LEG EQUAL LEG SHIMS EQUAL LEG a E2 EQUAL LEG M2 2BY WOOD BUCK METAL STRUCTURE B iI Al WOOD STRUCTURE C elTYPICAL ANCHORS CD SEE ELEV. 5 . P N FOR SPACING IL ia . ° �,' 3, o 33 m u 922g9 " •n .6 o ? W ® M' ��._._ ..old 0 -� _._._. J I,'1Tii� � Fr; ° 11CHORS n �'�JI _ iiffiliIII ® ��' i 0 < SEE E. Lei ' >min . FOR SPACING v E3 c WOOD 7 ° IBy BUCK TYPICAL AR1CHORS V. LY.' SEE ELE FOR SPACING © , I CD- TYPICAL ANCHORS SEE ELEV. FOR SPACING r � oer, 6 o 0 ono o S S •• ••• • • • • real • • • WOOD 6UCH6 AND METAL STRUCTURE NOT BY CGI WDW. • • • PUS* SSSTAN LOADS IMPOSED BY GLAZING SYSTEM TYPICAL ANCHORS: SEE ELEV. FOR SPACING #14 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) • • • :ND:IRV�R TF 4 ATO THE BUILDING STRUCTURE. o „ o ," d e `l •� r- is o E • •• 1/4" DIA. TAPCON BY 'ITW' (Fu-120 K51, Fy-92 Ksl) INTO METAL STRUCTURES • • • • • • • • • • • 'ELCO' 12 GA. MIN. KSI MIN.) 1/4" DIA ULTRACON BY (Fu-177 KSI, F -135 KSI STEEL : (Fy = 36 Y ) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES ALUMINUM 1/8" THK. MIN. (6063-T5O MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)/ 1-1/2" MIN. PENETRATION INTO WOOD • • • • • • • • • Env: JAVM ANMAD Flt PEML 70592 • • OAK. 3 38 PRODUCT REVISED as complying with he Florida Building Code -/ Acceptance No )8' 04.1.7 THRU 1 BY BUCKS INTO CONC. OR MASONRY 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) • • • • • • • • • Ex iretion Date QO • • •• • • • • • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI-DADE COUNTY APPROVED MULLIONS(MIN. •THK. = 0SO" • • • • • ) •• DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) • • • • • • • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • • • • MAl�,201 DY Miami ade Pro uct ntcol ) i drawing no. W 0_02 (sheet 4 of 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • real• • • • 000 • • TYPICAL INSTALLATION DETAILS it 4111V COMP -ANL\W 10-02CGI �I ' THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW AL-FAROOQ CORP. ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 67 AVE MIAMI. FLORIDA 33174 TEL. (305) 264 6100 FAX. (305) 262-6978 INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE ADAPTOR INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR TYPICAL ANCHORS 1/4• MAX. SEE ELEV. 2BY WOOD BUCK FOR SPACING OR W000 STRUCTURE SHIMS TYPICAL ANCHORS METAL STRUCTURE B3 ® .jj COA3 li � SEE ELEV. FOR SPACING o a CD ANCHORS SEE ELEV. ® , N .o , SPACING �IL s [ros fa ....milluziew 'I SERIES SENI1NEL 130 ALUM FIXED WINDOW (LM.I.)(S.M.I.) �GI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 'I TEL (305) 593-6590 FAX. (305) 593-6592 E6 ��{Y ©8I l I W� (F � �� Y— L'/J0 1M/4 ILE. iI IN l `_I WOOD ' FICAL v 1BY_ BUCK 'TYPICAL ANCHORS SEE ELEV. ' FDR SPACING © _ i 1 II iI I� a .o rI 0 0 OD y 1/4• MAX. BUCK HEIGHT 1/4• MAX. 2 3/8• MIN. GAP GAP �� WOOD STRUCTURE NOT BY CGI 7/2• MIN. 1/2• MIN. m ��\ ' E2 C2 2 3/8" MIN. FIN FRAME M2 BACKBED CAULKING TYPICAL ANCHORS: SEE ELEV. FOR SPACINGi NO CHANGE THIS SHEET UPDATED TO 2014 FOC � INTO 2BY WOOD BUCKS OR WOOD STRUCTURES __ _ _ ____ � Il WHEN USED THE MIN- WOOD 1-1/4" MIN. PENETRATION INTO WOOD BUCK DEPTH SHALL BE 234"- 1 J THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. HOUSE WRAP CE5 E3 EXTERIOR BUCK WIDTH BUCK WIDTH 111111 ®®Bp' GN11tlWtF171® { F�--iao--- I I I t I-, MIAMI—DARE COUNTY 1 _APPROVED MULUON I I •——----j • • • • • MIAMI— DE COUNTY (,PP�OVF% 1 I MULLIO;& MULLION•ANCHIRs I • • • • SEE SEPPPPPP TE NO e I 1 I & MULLION ANCHORS SEE SEPARATE NOA I • • • 1 • • • • • __� o .:5_, l.4 ' — 1 a Jl. n II L _ ,J Dv,JAVPD A}IMAD PRODUCT REVISED - — — — I I — — — _ CIVIL - — — 11 — — — i 70592 538 os complying with the Florida • • • • • • • •EAi;C • • Building Codc I • • • • • Acceptance No 1 -04J . 3 _ I __q • • • • • • • •fYPI/AL • • • • • - iretion Date :Day .?C drowing no- O_On W.1 G • *ECHO'S • • SHIELD! • • • • • • BY i i l' - • • • • FOR SPACING • • 04 X 1• SMS. • i 0)5 Mi., Dada Product on .T (sheet 5 of 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 2.505 .068 1.995 .995 .065 1YP. -1.335 —i FLANGE FRAME 812 2.505 j-.068 1.495 .995 .065 rep. E2 1.335 FLASH FRAME/FIN FRAME .812 .675 r_ .995 -.0 .975 IC F-1.184- 11 E3 GLAZING BEAD (LAM. GLASS) 7I�-- j 1—.120 .995 I O50 r(P �1.184 i E4 GLAZING BEAD (LAM. INSUL. GLASS) 1.00T--�_1.125 .500 J� GLAZING ANGLE (LAM. INSUL. GLASS) 1.550 i 1.680 .050 -1 1.395 NAIL FIN ADAPTER E6 —1.450--I it +-.180 550 .050 FLANGE ADAPTOR 80 .050 -F- FLUSH FRAME COVER .050r 1.119 �fII 291 1.081 -I 1 SCREW COVER ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CGI-118 4/ WOW. FLANGE FRAME 6063-T6 - E2 COI-119 4/ WOW. FLUSH FRAME/FlN FRAME 6063-T6 - E3 CGI-121 4/ WDW. GLAZING BEAD (LAM. CUSS) 6063-T6 - E4 CCI-123 ' 4/ WDW. GLAZING BEAD (LAM. INSUL GLASS) 6063-T6 - E5 CGI-110 4/ WDW. NAIL FIN ADAPTOR 6063-T6 - E6 CG1-109 4/ WDW. FRONT FLANGE ADAPTOR 6063-T6 - MI CGI-382V AS REDD. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A M2 CGI-124 AS REDD. SCREW COVER- OPTIONAL PVC - M3 C0I-112 AS READ. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8') 6063-75 - M5 - 2/ UTE. SETTING BLOCKS EPDM DUROMETER 85±5 SHORE A S2 /10 X 1-1/4' 2/ CORNER ASSEMBLY SCREW PHL. PH SMS ST/ST - CIRCULAR WINDOWS • WELDED JOINT AT ENDS RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS •• • • • • • • • • •• • • • • ••r • • • • ••• • •• • • • •• • • • •• • •.• •. •.. . • • • • • • • • •• • • • • • • • • • • • •• • • •• • .•• • • • • Engr: JAVAD AHMAD CIVIL FtAC. PE 70592 • • .48 538 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 611, • • 000 • • • ..• • • • • 2015 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1 5' iration Date U M L/1 =Are Nadu Conti os a'& EL V J 3 FlXm WINDOW a • i i va 0 a o W 4 drawing no. W10-02 sheet 6 of 6 ) MIAMIDADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOA) CGI WINDOWS AND. DOORS, INC. 10100 NW 25 Street �•'a y i, FL 33172 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 (AIHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prptltrt! Control •, Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dadt'C+Zddty) resdArt•the right• • • • • • to have this product or material tested for quality assurance purposes. If this prod !tor material fails to • perform in the accepted manner, the manufacturer will incur the expense of such k :se tng and :tits *ART mai. • • • immediately revoke, modify, or suspend the use of such product or material witiLip.tjvLr jurisiiictjgn. RE1•: • • • reserves the right to revoke this acceptance, if it is determined by Miami-Dado.Cpuflty PrbilQpt Control Section that this product or material fails to meet the requirements of the applicable.lalding code.. • This product is approved as described herein, and has been designed to complywitir are Florida $uilding Code, including _ ,. •.• DESCRIPTIO : Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements .,.M.I. • MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy APPROVAL D t t 'r : i cawing "o. Door", sheets 1 through 28 of 28, prepared by AI-Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RA Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing and the max. allowable panels with in the unit frame area, in sheet 13. See anchor clusters DP capacity in sheet 15. Lower capacity shall controls for the entire assembly. 3. Max shim not to exceed'/2" at Head/jambs &'A" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into conc. 4. Design Pressure (DP) limited to +/- 60 psf when utilizing 90 and 135 degree corners. 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 liter G:'Large and Small Missile Impact Resistant MIAMI•DADE COUNTY APPROVED • • • • • NOA No. 15-0619.06 Expiration Date: September 22, 2020 Approval Date: April 28, 2016 Page 1 MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia m idade.eov/economy displayed, then it shall be done in its entirety. INSPECTION: `A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0627.15 and consists of page 1, this page 2 and evidence pages E-1, E-2, and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. • MIAMI•DADE COUNTY APPROVED • . • . . •. • •.•• • • ..•. . . •. . • • . . • • • • • • . •. • • .... • • .... • • • • •• • • • • • • • • .•• • .• . • • • .• • • NOA No. 15-0619.06 Expiration Date: September 22, 2020 Approval Date: April 28, 2016 Page 2 • CGI WINDOWS AND DOORS, INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by A1--Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad, P. E. B. TESTS • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . 2) Uniform Static Air Pressure Test, Loading per FBC T4€' -94 3) Water Resistance Test; per FBC, TAS 202' 921: •• "" • 4) Small Missile Impact Test per FBC, TAS �:�� . •� 5) Cyclic Wind Pressure Loading per FBC, T/64 2.0'3-94. 6) Forced Entry Test, per FBC, TAS 202-94 : • • • along with marked -up drawings and installation diagram of'S panel, Ali.ftf GD art/ Pockets & 135° and 90° corners, prepared by Architectural Tpriflg Inc.,.Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed mad sealed'1?y+sosepb A. Reed, P.E. ' • • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 2132-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400P0 Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont "Butacite" PVB interlayer, Jorge M. Plasencia, P. E. P oduct Control Unit Supervisor NOA No. 15-0619.06 Expiration Date: September 22, 2020 Approval Date: April 28, 2016 E — 1 CGI WINDOWS AND DOORS, INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15, signed and sealed by Ramesh Patel, P. E., with addendum letter dated 03/09/16 signed and sealed by Ramesh Patel, P.E. 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading er FBC TiS 2'iT1--94 3) Water Resistance Test, per FBC, TAS 202- • • • • • • • • 4) Large Missile Impact Test per FBC, TAS 2O1t94' "" 5) Cyclic Wind Pressure Loading per FBC, TA./01-94 • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 2D2t 94 along with marked -up drawings and installation diagram of 6-pertil Alurn SCE w/ • Pockets & OXXX, prepared by Certified Testing Laboratories' Test Report'N?f CTLA -3011-W & -W-1, dated May 22 & 23, 2014 respectivJPy;b'oth signed• end • sealed by Ramesh Patel, P. E. • . (Note: These test reports have been revised by an addendum leaer dated 49Q4/14, • • issued by Certified Testing lab.) • •' (Submitted under previous NOA# 14 0627.15) 6. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12- 0119.04/11-1031.05) along with marked -up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI-00733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA #13-1121.08 /#12-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC 2010 and with FBC 51"1 Edition (2014), prepared by Al-Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300- 09. !, Jorge M. Plasencia, P. E. roduct Control Unit Supervisor NOA No. 15-0619.06 Expiration Date: September 22, 2020 Approval Date: April 28, 2016 E-2 CGI WINDOWS AND DOORS. INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Compan}I MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer•w/ $ET core" dated • • 06/19/14, expiring on 12/11/18. • •••• 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical;�gm(Mpanx ) •; • "Saflex Clear and colored glass interlayer", dated 03/17/16 2xpiri?ig onlrs/21721• 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ameriea,'hc. for their • • "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring 12/t 2/16. • • • • • •. F. STATEMENTS• •• 1. Statement letter of conformance to, complying with FBC 5" Edition (2A• M), .and o± • • • • • no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad, P. E. •• 2. Laboratory compliance statement, part of above referenced test reports. . . G. OTHERS 1. Notice of Acceptance No. 14-0627.15, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I., approved on 03/05/15 and expiring on 09/22/20. 2. Test proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda, P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E- mail test proposal dated 07-19-2010, approved by BCCO. (Submitted under previous NOA# 14-0627.15) Jorge M. Plasencia, P. E. roduct Control Unit Supervisor NOA No. 15-0619.06 Expiration Date: September 22, 2020 Approval Date: April 28, 2016 E-3 (THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR{ DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. REQUIREMENTSTHIS PRODUCT S OFTHE E20114N 5(5TH EDITION) IGNED AND �FLORI A BUILDINTED TO COMPLY G CITH E ODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME CONTACT THEI 20104T FLORID DISSIMILAR BUI DING MATERIALS COD . SHAH MEET THE INSTRUCTIONS: USE CRAMS AS FOLLOWS. •• • • • • • • • _ft • • • • •• STEP t DETERMINE DESIGN WIND LOAD REQUIREM0JT BASES ON WIND VELOCITY, BLDG. HEIGHT, W1W420NE• • • USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE 000R CAPACITY FROM TABLES ON SHEET 13 FOR THE GLASS TYPE AND REINFORCING TO USE. STEP 3 USING CHARTS ON SHEET 15 SELECT•ANC141PMPTION • • WITH DESIGN RATING MORE THAN DEAN •N LOSS O SPECIFIES IN STEP 1 ABOVE. • • • • • STEP 4 THE LOWEST VALUE RESULTING ATOM STEPS•2•AND 3 • • SHALL APPLY TO ENRRE SYSTEM, • • • • • • •• • • • •• PRODUCT REVISED as complying with the Florida "Building Code 15A819.08 NOA-No. • • • • ••• • ex}IraPon ate 0912212020 • • • • •By • • • Mi15n •:/duct Control • LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL MISSILE IMPACT • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • 1 • • • • • • • • •• •• • • • • • drowing no. W10-31 (2heet 1 of Q8 3 JA 1 13/16" FALSE MUNRN MIN. OPTIONAL CK ANCHORS 48 1/8" NOM. PANEL WIDTH (1) WEEP CLUSTTA 8-.-,-->8.1 (2) lh1P CLUSTER 282 13/16" MAX, D00R FRAME WIDTH ANCHORS IN PAIRS AT HEAD/SILL./JAMBS 2 POINT SINGLE LOCK SEE SHEET 24 FOR DESCRIPTION SILL TYPE 82 ANCHORS 2, 3 0R 4 PAIRS AT STILE ENDS INTO CONC. AT 3" 0.C. SEE CHART ON SHEET 15 FOR CAPACITY 8" 8" (2) W4TP CLUSTER B" (2) WEEP CLUSTER IP{CA��VATIOF4 TESTED UNIT HEAD ANCHORS 2, 3 0R 4 PAIRS AT STILE ENDS SEE SHEET 15 AT 3" 0.C. SEE CHART ON SHEET 15 FOR CAPACITY 14" MAX. HEAO/SILL REINFORCING AT INTERLOCKS 7. OPTIONAL SEE SHEET 13 FOR CAPACITY •• 1AltWEEP • ••• • • • • D.L. OPENING • • • • • D.1.0 HEIGHT = OSIDR FRAMED (EIGHT y 9 41 /16• • D.L.O. WIDTH = Nf1EAP PANEL•BIDTH - 6"• • PANEL HEIGHT = D00R FRAME HEIGHT -1 3/16" 48 1/8" PANEL WIDTH PANEL WIDTH •—i • Ai • • • • ll41,• • ems' • i (1)SEEP 1ER Ct � • • • • (1) WED' oUS11R 3 TRACK HFAO ANCHORS 6" MAX. HEAD/SILL CORNERS POCKET JAMB (SEE SHEET 6, e, 11 & DETAIL M ON SHEET 23) 3 TRACK SILL ANCHORS •• ••• • • •• • PRODUCT REVISED as complying with the Florida Buliglng NietoO•; • . 15.0619.06 • Eitirl1on Dike 09/22/2020 BPMlainioct Control ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • POCKET JAMB ANCHOR No 05924/9 �\ t!T= TE OF SS/0NAL'0,0 1 13/16" 2 TRACK JAMB ANCHORS L.14" 190 9/18" MAX. ANCHORS IN PARS AT HEAD/SILL/JAMBS FALSE MUNTIN OPTIONAL DOOR FRAME WIDTH IIi HEAD ANCHORS 14MAX. 2, 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET 15 AT 3" 0.C. SEE CHART ON SHEET 15 FOR CAPACITY 2 TRACK HEAD ANCHORS 8" MAX. HEAO/SILL CORNERS F4- 1 ' 1--T-:-I-- (U tJ-, r- _IL___ _ it 1t REINFORCING AT INTERLOCKS SEE 8 EH ET 13 FOR CAPACITY to___ 6 N W O G1 a -1 — H �1 1�� 4 11 11 1 =-=-1_ = T II i II II II 11 III ./" ill II II L_-_i li II II I J1 2 POINT SINGLE LOCK SEE SHEET 24 FOR DESCRIPTION ,%., ./, a 42 1/8" 42 1/8" , O.L. OPG. i, '/, 4 D.L OPG. , . /' t-1. r t SILL TYPE 82 ANCHORS 2. 3 0R 4 PAIRS AT STILE ENDS AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY 48 1/8" �I 48 1/8" PANEL WIDTH PANEL WIDTH POCKET JAMB ANCHORS 2 TRACK SILL ANCHORS LL3.•1 weir ousel BIB"` (8 1DD ova 8 8" (I)115 wen (TESTED UNIT) TYPICAL ELEVATION 8" 8" (4101111.6131 REFER TO PAGES 14. 15, 17 & 18 FOR WEEP SIZE, I � p � • F -=-A • • (One tuna • • • • • • • • • • • • • • • ••• •• • • • •• PRODUCT REVISED as complying with the Florida Building Cods • • • • •4i0•ie• 1 •061..• • • • Expiration Date99/1!2/20t0 • • •• �•• —• • • • • tYliam roRuct'Cont16P p LIHEIGIiT a DOOR FRAME HEIGHT - 9 11/16" • • • $L WieTFTii! NOM. PANEL WIDTH - 6" • • • HEIGHT DOOR FRAME HEIGHT -1 3/16" • ••• • • • • • U i 6 FAX. (305) 593-6592 drowing no. W10-31 sheet 3 of 28� • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •.• • • • •• •• 0•• • • • 0•• • • t Iz z FALSE MUNTIN OPTIONAL rr POCKET JAMB ANCHORS 6" 3" FfP. 14" EXTERIOR EXTERIOR 97 3/4" 3 TRACK HEAD ANCHORS 149 5/16" DOOR FRAME YAOTH DOOR FRAME WIDTH 000R FRAME WIDTH HEAD ANCHORS 14" MAX' 2, 3 OR 4 PAIRS HEAD/SILL HEAD ANCHORS 2iORCORNER STILE ENDS 8" MAX. ANCHORS IN PAIRS 48 1/8' AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 SEE CHART ON SHEET 15 HEAD NOM. PANEL WIDTI{ T• O/!-_\ / AT 3" D.C. SEE CHART ON SHEET 15 ' FOR CAPACITY l- \ 1.5 FOR CAPACITY ,_ SILL CORNERS ,I-=-ji= I'...- REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 O . �� 11 Ifi II ===�p===t== I42 1/811 11 Q rs 3PANEL HEIGHT 40. HANDLE GL I- 2 POINT DOUBLE LOCS SEE SHEET 2 FOR FOR CAPACRY 42 1/8" III ; /, 42 1/e" y1, . OP�11 1 5 ___===fir=== - i� ii % I' ; II I 11 II I -11--- B u x x g D t n co 1 I iI t DESCRIPTION 4 � 'Ilia � a D.L. OPG. /� a g”d x i 2 POINT DOUBLE LOCKS SEE SHEET 24 ' FOR DESCRIP ION I 4 D.L. OPG. %/' 'iU _ - qII . .— — — _ ' ' ♦ _ y . M. III � ( 1 • I f I I � I I r I I 6�/ 1 I t T 1 1 �� I 1 � u,/ 1 1 A ��_. 48 1/8" 48 1/8' SILL TYPE B2 ANCHORS SILL TYPE B2 ANCHORS 2. 3 OR 4 PAIRS 48 1/8" _ _ ____. PANEL WIDTH 48 1/8" 0e14c1 WInTH PANEL WIDTH z vrc AT STILE ENDS AT CORNER STILE ENDS. AT 3" 0.C. SEE CHART ON SHEET 15 SEE CHART ON SHEET 15 FOR CAPACITY FOR CAPACITY 14" MAX. 3" TYP. EXTERIOR (TESTED UNIT) TYPICAL ELEVATION EXTERIOR •• • • • • • • • • •• • • • • • • • • • . •• • • • •• • • • •• PRODUCT REVISED as complying with the Florida Building Code • • • NOA-No. 15-0819.06 Eepiration Dine 09/22E2020 • • ••• • e,• 1. • • • • •• Mill 1- a.roAuct Creel ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • .I 1 13/16" MIN. V i Q Z rc 3 TRACK JAMB ANCHORS 3 TRACK SILL ANCHORS d t �drawing no. W10-31 Sheol 4 of Q>8 U 3 a 0 4. 8 XXX (SHOWN) OXX xx0 XXX (REVERSE) DOOR FRAME WIDTH � Jt O O OD t 0— XXX XXX (SHOWN) OXXXXO DOOR FRAME WIDTH XXXXX X (SHOWN) 000R FRAME WIDTH 8 H . a . L ° I a O- XXXXXO (SHOWN) OXXXXO • FRAME WIDTH ANEL WIDTH - NON -RE NF. INTERLOCKS SEE CHART ON SHEET 13 I' = 'rikib- `• _� • i WC r r \"J NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 EXTERIOR CHI 0 EXTERIOR 0 0 EXTERIOR FRAME WIDTH 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 FRAME WIDTH 90 CORNEA DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J FRAME WIDTH THIS APPROVAL QUALIFIES 000RS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF NOM. PANEL WIDTH (I) NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 15-0619.06 Expiration Data 09/22/2020 By Mlam - • roduct Control Ilirai . 1 r'—'''a • • Ell MI `- 1111 m� • • • • APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS THREE (3) TRACKS EXTERIOR 90 CORNER DETAIL '0' ON SHEET 22 • • • • • 135 CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF JI • • • Y • • • NON-RHNF. INSERL•CK911 • SEE CHART ON SHEET 13 NOTE: • ••• •• ••• • ••• 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE% ON. •• • • • 2. FOR APPLICABLE NON REINFORCED OR REINFORCED &SIG!: PREsSU J• •SEE $MEET 43.: : : 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23 • • • • • • • • • • • ••• • • • • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ��U J a l gO a. mot m Ogg °Egu1g 470ia abf 0 V n 3 0. 8 • O • A 1 5 drawing no. W10-31 (sheet 5 or 28 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 0 • SO • • • • • • • 000 • • • ••• • • 8 DOOR FRAME W. r ` © I 11Q PXXX(SHOWN) XXXP DOOR FRAME WIDTH 1 Hir0 O o- U 0 P XXXXXXP (SHOWN) DOOR FRAME WIDTH o-- t0- - 0--. o o- PXXXXXX(SHOWN) DOOR FRAME WIDTH 0-4— V — 4.1.1.113, rM$e s : (NON -REINFORCED SHOWN THREE (3) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ, ANEL WIDTH DOOR FRAME WIDTH NON-REINF. INTERLOCK SEE CHART ON SHEET 13 _at. a _f 1. r U L 000R FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 15-0619.06 Expiration Date 09/22/2020 By Mlam • Produc antral EL WIDTH NON-REI NF. INTERLOCKS SEE C ON SHEET 13 r 0 0 O O EXTERIOR Q EXTERIOR 90 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NON -RE NF. INTERLOCKS SEE CHART ON SHEET 13 90' CORNER DETAIL '0' ON SHEET 22 NOT PART OF THIS NOA OPTIONAL IN E .F J DOOR FRAME WIDTH EXTERIOR NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 J('V •••• 90' CORNER DETAIL 0 ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL W LIEU OF J O PANEL WIDTH 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES OILY. • • • • • • • 2. FOR APPLICABLE NON REINFORCED OR REINFORCED IlE.SIGN PRMURES ZEES HEED 13. • •• • • 3. FOR ANCHOR . DETAILS SEE SHEETS 15 THRU 23. • • • • • • • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FSC. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1 J ATEOF ? K ss/aNAL t `� 8 0 0 9 drawing no. W10-31 (shoot 6 of 28 8 DOOR FRAME W. XO SHOWN) OX XX 000R FRAME WIDTH 8 ri OXO (SHOWN) OXO (REVERSE) MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 O EXTERIOR MAX. FRAME WITH EXTERIOR O /8 X 3/4" SMs AT 24" 0.C. REINF. INTERLOCKS SEE CHART ON SHEET 13 MAX. FRAME WIDTH 90' CORNER DETAIL '0' ON SHEET 22 t35' CORNER DETAIL'P' ON SHEET 22 OPTIONAL IN LIEU OF JI 0 EXTERIO THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SIIEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO t60.0 PSF 000R FRAME WIDTH OXXO XXXX(SIMILAR) EXTERIOR U1 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF JI REINF. INTERLOCKS SEE CHART ON SHEET 13 •• • • 1 • • • • • • • • • •• • • • • • • • • • • • • • • • • ••�. APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS TWO (2 TRA S NOTE: • • • • •• • • • • • • • • • • • • • • 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSP.S ONIV. • • • • • • 2. FOR APPLICABLE NON REINFORCED 0R R£INFORVU•DESIGLPF SLITES:SEE: H.EET•13� • • : • 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23! • • • • • • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FRC. • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • . • • • • • • •• •• • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0819.06 Explration oat. 09/22/2020 By Mlam e Product Control [411‘u] C 8 0 H u 8Li pw C_ O • N o • N M 0 M ' -0 5 9 `Zo 0) a 0 v S(� 0 pI II d rowing no. W10-31 sheet 7 of 28) 0 8 DOOR FRAME hi 8 DOOR FRAME WIT PxxP _POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA 0 DOOR FRAME WIDTH L O I - o- o- t 000R FRAME WIDTH t; U a EXTERIOR PxxxXP DOOR FRAME WIDTH n PXXXX (SHOWN) PxXXO XXXXP OXXXP 8 000R FRAME WIDTH 10 Ia 1 ® I I EXTERIOR 0 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 0 ' EXTERIOR 8 ° 0 Dr Il FRAME W. 1 PXX (SHOWN) XXP DOOR FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 DOOR FRAME WIDTH NON-REINF. INTERLOCKS SEE CHANT ON SHEET 13 O EXTERIOR u I. O 90'. CORNER DETAIL '0' ON SHEET 22 135 CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J1 APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR DP AND REINFORCING OPTIONS TWO (2) TRACKS DOOR FRAME WIDTH NON-REINF. INTERLOCKS %SEE CHART ON SHEET 13 EXTERIOR O THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±00.0 PSF NOTE: 1. CONFIGURATIONS. SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. • • • • • • • • • • • • • • •• •• • .• • • • • • • • • M • i• • Miami ade rroductControl PRODUCT as complying Building Code •-No. • 1506'`9.06 •piration aat�08122 12020 •• with the Florida � POCKETS ARE NOT PART OF THIS APPROVAL • AND TO BE REVIEWED BY AHJ. • 11I 11111111l G • • REVISED • u• cENB4 .Q 9` No. 70092 rl 11 N 0 u 0 drawing n0 W10-31) (sheet 8 of 28) • • • • • • . ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• • DOOR FRAME WIDTH NOM. PANEL WIDTH 8 1111 XXXX (SHOWN) OXXX XXXO XXXX (REVERSE) DOOR FRAME WIDTH 0 OH ??J��t H�—. _ Ll� o XXXXXXXX (SHOWN oxxxxxxo APPROVED CONFIGURATIONS NON—POCKFTFf DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS FOUR (4) TRACKS Q EXTERIOR NON-REINF. INTERLOCKS SEE CHART ON ET 13 FRAME WIDTH 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P. ON SHEET 22 OPTIONAL IN LIEU OF J1 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 • ARE PRESENT. FOR DOORS USING 90' do 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF NON-REINF. INTERLOCKS SEE CHART ON EET 13 NOM. PANEL WIDTH • • • • • • • • • • • • • . OOOO • • • • • • • PROIUOT REVISED • • • •• •• BMldi•g efAfalcof�p9•fl lth tDe• Florida • • •• ••• ••NOR -No.• •136619.06 Expiration Date 09/22/2020 BY NOTE: • • • • • • Mt•.I • e Pra•uet t lUISI • • 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLLj • • •• •• •• • 2. FOR APPLICABLE NON REINFORCED OR REINFORCED•DESIGN•PRESSUR!S SEE SKEET R3. • • • • •• • • •• • • •• 3. FOR ANCHOR OETAILS SEE SHEETS 15 THRU 23. • • • • • . • • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. G 0 0 1 drowing no. W10-31� 5 sheet 9 of 28) • • • • • • • • • • • • • • • • • • • • • • .• • • • • • • • • • • • • • • • •• •• • • • •• •. 000 • • • 000 • • DOOR FRAME WIDTH St r o- . — Oi ® c)___ C t L I ----© CDC-- XXXXXXXX (SHOWN) oxxxxxxo DOOR FRAME WIDTH o —0 0 t ®- L 11 6-9_ o P L3 XXXXXXX0 (SIKIWN) oxxxxxxo PANEL WIDTH FRAME WIDTH NF. INTERLOCKS THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT, FOR DOORS USING 90' do 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO +60.0 PSF I I MO SEE CHART SHEET 13 NM APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS NOM. PANEL WIDTH EXTERIOR 90 CORNER DETAIL '0' ON SHLET 22 135• CORNER DETAIL 'P' ON SHEET 22 OPRONAL W LIEU OF J 0 Q . 0 ` O EXTERIOR 8 90 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'p' f7N WIWI 22• • OPTIONAL IN LIEU 04 3 • • • • i c mp wlt/1SED • • • • • s c mp y with hw Florida • • • • • • • • • • • NYA'NO? o faro 6I9.06 Expiration Dat•09/22/2020 NOTE; • • • • •• O1-pS el tact nro 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES OyLY. : • • • • • • 2. FOR APPLICABLE NON REINFORCED OR REINFORCED gLSIGN PI SUF<S rE:sHEED . • •• : •• • 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • • • • • • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. • • • •• drawing no. W10-31 sheet 10 of 2� • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • DOOR FRAME WIDTH o- L2 111 1 PXXXX (SHOWN) XXXXP 000R FRAME WIDTH EH 11 li 1 PXX XXXXXXP (SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY ANJ, DOOR FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON S 13 FRAME W10TH _NON-REINF. INTERLOCKS THIS APPROVAL QUALIFIES 000RS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' d 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF SEE CHART ON SHEET 13 'Y 0 o. Old 11.1.21 EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEEP 22 OPTIONAL IN UEU OF J •• • • • • • • • • •• • • •• • • • • • • • •• • • • • • NOTE: • • • • • 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE$ ONI:'. • •• 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGI• PRESSURES 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23: • • • • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FOC. PRODUCT REVISED 4 canpI Ing•nit► the Florida IiPIIdrB `od%- t10AI1e.• • • 15'9619.06 F l ntte; Dee 0»21/2020 By Mla ITIf a Produet Control • • • • • • • • • • • • • • • • SEE MEET ti 3. • • • • •• • • •• • • • o gH'�1tZ�,Q� AT '''uCEN3F"•V 0592 TE OF OR10P..'G At. `` �V d 3 8 5 FAX. (305) 593-6592 drowing no ' W10-31 sheet 11 of 281) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • DOOR FRAME WIDTH L 0 0 a— o D. b . r t L O a PXXXXXXXX (SHOWN) XXXXXXXXP OXXXXXXXP POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA DOOR FRAME WIDTH _ o- PXXXXXXXO SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TD BE REVIEWED 0Y AHJ, Y L_ FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 THIS APPROVAL QUALIFIES DOORS WAFT APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 0 EXTERIOR FI 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J FRAME WIDTH NOM. PANEL WIDTH NOTE: • • • • • • 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES 011{_Y. � • 2. FOR APPLICABLE NON REINFORCED OR REINFORfL2 DESII1♦PRCSSQ•RE 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 20 • • • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 lJ \b I 0 EXTERIOR 0 90' CORNER OETAIL '0' ON SHEET 22 in' COIN OjgII.•P' 11N SIEET 24 • • •• OPTI0w1 IN UED UF•J • • • • • • • • . • • PR•DYCARBA/ISED • • • • • Ss atonalwiththe Florida • • • • BuII lnl•Code • •• ••• •• NSA -Nu • $5.01319.06 Expiration Bats 09/22/2020 By • *Woe- a e Ppduc C , rot • • • • • • • • SEE NEE" 13• •• • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IiI 11111r, FlISR ••;V 0.20592 EE 5_ 0 r 2 S drawing no. W10-31 sheet 12 of 28 DESIGN LOAD CAPACITY - PSF (01.A33) N011. PANEL 91001 wares 6000 IROIE NEIal1 NOES NUMBER OF PANRS WOWED GLASS TYPES A' & 'AI' GLASS TYPES B' & '81' INTERLOCKS TT/0 RKINF. INTERLOCKS RITH REINF. Ex1.(+) INT.(-) Ex0.(+) 9rt.(-) 24-1/8 30-1/8 38-1/8 42-1/8 48-1/8 84-1/8 80 60.0 00,0 80.0 60.0 10 50.0 60.0 60.0 B0,0 10 60.0 60.0 80.0- 80.0 10 60.0 60.0 80.0 50.0 60.0 60.0 80.0 80.0 9 53.3 53.3 71.1 71.1 24-1/8 30-I/O 38-1/8 42-1/8 46-I/8 54-1/B 84 10 80.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 600 80.0 10 80.0 60.0 a0.o 80.0 53.3 53.3 71.1 71.1 24-1/8 30-1/8 36-1/8 42-I/8 48-1/8 90 60.0 60.0 60.0 80.0 60.0 60.0 80.0 80.0 10 10 9 60.0 60.0 60.0 60.0 60.0 80.0 80.0 B0.0 60.0 60.0 60.0 80.0 24-1/8 30-I/8 36-1/8 42-1/8 48-1/8 96 10 60.0 60.0 /30.0 80.0 10 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 10 a 60.0 60.0 60.0 60.0 60.0 80.0 80.0 60.0 GLASS TYPES 'A', '1e, AI'. 'el' INTERLOCKS 111111 961NP. EX1.(+) 24-1/8 30-I/8 36-1/8 42-1/8 48-1/8 54-1/8 24-I/8 30-1/8 30-1/8 42-1/8 48- I /8 63-1/8 102 108 10 60.0 60.0 60.0 60.0 60.0 60.0 10 :0 9 10 60.0 60.0 54.4 60.0 60.0 60.0 54.4 60.0 10 60.0 60.0 10 60.0 80.0 10 60.0 60.0 80.0 60.0 9 54.4 54.4 24-1/8 30-1/8 36-1/8 42-1/8 46-1/8 114 10 60.0 60.0 10 10 10 60.0 60.0 60.0 60.0 60.E 50.0 9 60.0 60.0 24-I/8 30-1/8 36-1/8 42-1/8 48-1/8 120 60.0 60.0 10 80.0 40.0 10 60.0 60.0 10 00.0 80.0 9 60.0 80.0 INTERLOCKS INTERLOCKS R/0 RXINP. RITH SEINE. GLASS CAPACITY CHARTS NOM. PANEL Y80T11 APPLICABLE FOC EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS ABOVE +60.0 PSF ONLY. NOTE: GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • BA?ED•ON A6iM E1300-09 (3 SEC. GUSTS) • ANS FROR1DA BUILDING COMMISSION • • •• • • • OOOO • • • •• ••• •• • • • •• PRODUCT REVISED •s complying with the Florida Building Code • • • • •-Rer 199OGi e.es • • •Mo$•-•-•----•-- • • • • Expiration Deter9Ih2/200E0 • • • • • • •• • ey •• • • • • • • Mlam � e Prodllet ContAbl ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ET.1I:ATQR� STATEMENT DCAO5-DEC-219 1111111111I/O :I1Z,Ap',',, .70592 /V116 ATE OF S • ;RCOR10!'... �S/0AIA11 . n FAX (305) 593-6592 V 9 drowing no. W10-31, sheet 13 of 28) 3/16" MIN. GLASS 3/16" ANN. GLASS .075" Interlayer Sollex CP With PET Core By 'Eastman Chemlcol Co.' OR .090" Inter -layer Soflex Clear Md Color Class By 'Eastman Chemical Co.' 0R .090" Interlayer SentryGlos By 'Kuroray Americo, Inc.' 0R .090" Interlayer eulacite PVB By 'Kuroray Americo, Inc' 3/16" HEAT STREN'D GLASS 3/8" AIR SPACE 3/16'• TEMP. GLASS .075" Inlorloyer So11ex CP With PET Cora By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear Md Color Glass By 'Dustman Chemical Co.' OR .090" Inlorloyer SentryCloe By 'Kuroray Americo. Inc.' OR .090" Interlayer Butocite PVB By 'Kuroray America, Inc.' 3/16" HEAT STREN'O CLASS SILICONE SILICONE GE SOS 1200 DOW GE SCS CORNING I12NG DOW CORNING 899 DOW CORNING 995 i m DOW CORNING 995 SETTING BLOCKS AT 1/4 POINTS ON UTES WIDER THAN 38" EPDM DUROMETER 8535 GLASS TYPE 'A' GLASS TYPE 'Al' XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASFAL BY 'OUANEX' 0R SUPER SPACER BY 'QUANEX' SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM DUROMETER 8535 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL. LAM. CLASS .075" Interlayer Sofia CP with PET Core By 'Eastman Chemical Co.' 0R .090" Interlayer Soflex Clear Md Color Gloss By 'Eastman Chemical Co.' 0R .090" Interlayer SentryGlas By 'Kuroray America. Inc.' OR .090" Iniorloyer Butacite PVB By 'Kuroray America, Inc.' 3/16" HEAT STREN'O GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 SETTING BLOCKS AT 1/4 POINTS ON UTES WIOER THAN 36" EPDM DUROMETER 8535 GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS 3/8" MR SPACE 3/16" TEMP. GLASS GLAZING OPTIONS w .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Inlerloyer Sollex Clear Md Color Glass By 'Eastman Chemical Co.' .090" Interlayer SentryGlae BBy 'Kuroray Americo, Inc.' .090" Inlorloyer Butacite PVB By 'Kuroray Americo, Inc: — 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 00W CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'OUANEX• • 5E1T1NC BLOCKS AT 1/4 POINTS ALL SIZES EPDM DUROMETER 8535 GLASS TYPE '131' 1" OVERALL INSUL. LAM. GLASS • • • •• •••• •• •• •• •• •• ••• • • • • • • • • • •• • • • •• • • • • • • • • • • • • •• • • • • PRODUCT REVISED as complying with the Florida Building Coda • aN0410110. 16-0616406 • • • • Explrtion Da _ 19 ` 0 • • • • say • Mia d Pro • • •o on • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1t1111I ' .GEN3f .70592 STATE OF •.F<0R59I,• �y %NAL. E'‘% 110 it fotwV COMP -ANL\W10-31CG1 drawing no. W10-31 sheet 14 of 28) TYPICAL ANCHORS 3 KSI IN CLUSTERS 2BY W000 BUCKS CONCRETE- AT MTG. STILE . SEE NOTE SHEET 1 -& INTERLOCK,ENOS SEF, CHART.. EDGENEMMIMMINIOki " -FORT OU;. -4TIES.:..' allI ......, ail 1.. ) 1i.hr Tv m � � ANCHOR TYPE A INTO 2BY WOOD BUCKS OR WOOD STRUCTURES DESION LOAD CAPACITY - PSF (ANCHORS)' R0A0 'ANCHORS SILL ANCHORS (TYPE A. 8 k Cl (TYPE R9 CLUBTER At CLa510 6 'SRE/INIERLOCK EKDS STEE/MLAOEK DNS 4 6 a 4 6 a.' P.Wat goal06,54E kDOM EKT.(+) EXT,(+) EXt.(+) E%E.(+ EXT.(4) '6K1.(4) wows sort: Int.(-) IBM-) TNT.(-) 64T.(-) TNT.(-) TNT.(-) 24-1/6 60.0 - sox) - - 30- I/O 80.0 - 36-i/8 80.0 78.2 60.0 - 42-1/6 62 72.4 60.0 68.7 00.0 48-1/8 - 86.6 80.0 83.4 PO.O 54,I/a 52.8 e0.0 80.0 24-1/8 - 80.0 - - 60.0 - 30-1/a 50.0, - - 80.0 - 36--1/6 78.5 50.0 - 71.8 60.0 42-I/a 64 - 67.8 80.0 54.3 ' 48-1/8 62.3 80.0 - 89.1 80.0 54-1/8 56.4 -80.0 80.0 55.3 60.0 24.-1/5 60.0 - - 60.0 - 30-I/8 79.7 90,0 - 75.8 50.0 35-1/8 90 69.2 80,0 - 65.6 80,0 42-1/9 61.9 80.0 - 58.7 _ 80,0 48-1/8 56,7 80.0 80.0 53.7' 80.0 24-I/8 Ba.O - - 80.0 - '30-1/0 75.8 60.0 - 69.9 80:0 30-1/8 96 03.9 40.0 - 60.9 80.0 42-I /8 67.0 80,0 60.0 54 a 80.0 48-1/8 51.9 77.9 80.0 46.3 73.9 24-1/8 GO - - 80.0 - 30-I/17 60.0 - - 80.0 - 36-1/8 59.3 60.0 '80.0 50.2 60.0 42-1/8 102 52.7 60'.0 60,0 50.0 60.0 46-1/8 47.9 50.0 60.0 45.5 80.0 54-1/8 44.3 60.0 60.0 .42.0 - 40.0 24-1/8 60.0 - 60.0 - 30-i/e 00.0- 38-1/8 .106 85,3 60.0 80,0 .52.5 60.0 00.0 42-1/0 49.1 60.0 e0.0 46.6 60.0 00.0 48-1/8 44.5 80.0 80.0 42.2 50.0 'so 24-I/e 80,a - - 60.0 - - 30=1/e 00.o - - 57,1 80.0 60.0 30-1/6 114 61.9 50.0 60.0 49.2 _ 60.0 600 _ 42-1/0 .45.9 60.0 00.0 43.8 80.0 60.1) 46-1/8 41.5 60.0 60.0 39.4 59,1 60.0 24--1/a 50.0 - - 60.0 - - 30-I/8 86.9 60.0 80.0 54.0 60.0 . 50.0 36-1/8 120 48.9 60.0 60.0 46.3 60.0 60.0 42-1/8 43.1 00.0 60.0 .40.9 00.0 60.0 48-1/8 35.9 55.4 60.0 38.9 65.4 80.0 TYPICAL ANCHORS , IN CLUSTERS AT MTG. STILE 3 KSI & INTERLOCK ENOS CONCRETE - SEE CHART j'OR OUANTIRES' MOMMEENSMI )0411 17G■.-_ u_ 01-1 ANCHOR TYPE A TI(RU ley 'WOOD BUCKS INTO 3 KSI CONCRETE THY WOOD BUCKS SEE NOTE SHEET 1 4 TYPICAL ANCHORS' SEE ELEV. FOR SPACING TYPICAL ANCHORS CLUSTERS AT MTG. STILE 0 INTERLOCK ENOS SEE CHART FOR QUANTITIES t - 43 3 KSI CONCRETE ANCHOR TYPE B DIRECTLY INTO.3 KSI CONCRETE WOOD BUCKS AND METAL STRUCTURES NOT BY COI WINDOWS MUST SUSTAIN LOADS IMPOSED BY CLASINO SYSTEM AND. TRANSFER THEM TO THE BUILDING STRUCTURE. METAL STRUCTURES SEE SPEC BELOW TYPICAL ANCHORS IN CLUSTERS AT 141G, STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES EDGE , 3 5/6" ANCHOR TYPE C INTO METAL STRUCTURES • OR APPROVED MULLIONS 9- 3 INSTALLATION CONDITIONS SHOWN APPLY TO 80T(1 2 TRACK AND 3 TRACK SYSTEMS WITH STD. FRAME HEAD AND SILL, r - - - AT '11EA0 T/4" X 3-1/4' 111TRACON 8Y 'FI CO: (F6.177 K51, iy=755 Ks.) TM/ l8Y 'BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE THRU 2BY BUCKS INTO CONCRETE 1/2" MIN. EMBED INTO CONCRETE t/4" X 3-1/4" ULTRACON BY 'ELCO' (Fu-177 KL, Fy-155 K51) DIRECTLY INTO CONCRETE. 2" MIN, EMBED TYPE '8'- TYPE 'c'- I L TYPE II II TYPE 1 14' DIA SELF ORILLINC SCREWS (GRADE 5 CRS) TYPE INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) II INTO METAL STRUCTURES' STEEL : 1/8" THK. MIN. (Fy = 36 K51 MIN.) II ALUMINUM : 1/8" THK. MIN. (8063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED. OR PAINTED)(- �� AT SILL - - -- - I TYPE 'B2'- 1/4' DIA_ ULTRACON BY 'EICO' (Fu-177 K51, Fy155 KSI) DIRECTLY INTO CONCRETE 1-3/4_MIN. EMBED INTO CONCRETE NOTE: ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN. CONJUNCTION WITH GLASS CHARTS ON SHEET 13 LOWER APPLICABLE VALUES CONTROL. 3 TRACK SYSTEM SHOWN ALSO APPLICABLE TO .2 AND 4 TRACK FRAMES. PLEASE SEE FOLLOWING SHEETS FOR DETAILS. PRODUCT REVISED Bolldas coming ing ode with the Florida plyC Non-No. 15-0619.06 Expiration Date 09/22/2020 ey Miam de Product Control UNIT EXT.(+) LOADS 10 60.0 PSF FOR DOORS W/0 REINFORCING A L SRES LIMIT EXT.(+) LOADS TO 80.0 PSF OR 000RS W/ RUNE. UP.TO 96 IN: HT. LIMIT EXT.(+) LOAOS TO 60.0 PSF FOR ODORS W/ REV. ABOVE 9 IN. HT. UPTO 120 IN. HIGH. ANCHOR TYPE B DIRECTLY INTO 3 K51 CONCRETE PO 'EO & HARDENED NO-METALII /NON -SHRINKAGE HIGH STRENGTH GROUT ('C '= 50.00 PSI MIN. NOT EN C.G.11, MUST TRANSFER SHT*J6 LOADS TO STRUCTURE6 • - AT JAMBS- - - - -j 1/4' DIA ULTRACON BY 'ELCO' OM-177. K51. ry-155 451) INTO 2BY W000 BUCKS OR W000 STRUCTURES I-1/2" MIN. PENETRATION INTO WOOD THRU TBY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. 0R MASONRY. - 1/4" DIA. ULTRACON BY 'El C0' (Fe-177 K51, Fy155 K51) DIRECTLY INTO CONC.-0R MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY - 1/4" DU, SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO METAL STRUCTURES STEEL : 1/8" TRH. MIN. (Fy = 36 K51 MIN.) ALUMINUM ; 1/8" THK. MIN. (6063-15 MIN.) (STEEL 'IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)• - µCHDR EOCFjralmaticS INTO CONCRETE.OR MASONRY - 2-1/2" MIN. INTO W000 STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. .W00b AT HEAD OR -JAMBS SO = 0,65 MIN. CONCRETE AT HEAD, SILL 0R JAMBS Co = 3000 PSI MIN, C-90 HOLLOW/FILLED BLOCK AT JAMBS .('Rn 2000 PSI MIN• SILL R15ER5 7.SEE SHEETS 14, 15, 17 &16 FOR OPTIONAL SILL DETAILS AND SHEET 13 FOR CAPACITY Oj 9O6 H 11 • • IJ • 4 yrt�J• • r �'� trPICA1. ANCHORS ••• • j01.UAN� 1 • • `fRLOCK OS4E� • • • • • ANCHOR TYPE B. DIRECTLY INTO 3 KSI CONCRETE • • • • PNI 1 A I I/ AP? H ' / t,l6EN09 0.70592 l STATE OF '3Ao�nG E IA`� r7T1111111 �i. a 8 b 2 n 1 drawing 00. W10-31 (sheet. 15 of 28 • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 11100 • • • ••• • • EOCE OIST. SEE SHEET 15 FOR ANCHORS 3 5/6" EDGE DIST. . J EDGE DIST. 3 5 EDGE 015T. POURED k FIARDENEO HIGH STRENGTH GROUT NON -SHRINK. NON-METALLIC fc a 5000 PSI MIN. NOT OY CGI WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE SEE SHEET 15 FOR ANCHORS 3 5/6` I 3 5/6" ram_. PRODUCT REVISED as complying with the Ptorlda Building Code NOA-No. 15-0619.06 Expiration Date 09/22/2020 By Mom - e Product Control lWEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS SILL RISER REOD. FOR LOAOS ABOVE +60 PSF • • •• • • • • ✓• • Z-e' • • 1_' • • • 3 KSI CONC. ` • •.• •3 5�.' !h 1 .3•K•`I CONC. • • • • EDGE 'DIST. ..• • • • • • ' • • • • - • • • • • • • • • • • • • •• • • •• • • •• THREE (3) TRACK DOOR DETAILS • • • • • • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • DECORATIVE SILL COVER OPTIONAL SILL RISER REDO. FOR LOADS ABOVE +60 PSF U a 0 0 [sheet 16 Of 28 'TYPICAL ANCHORS SEE ELEV. FOR SPACING LOAD BEARING SHIM 1X5 OR LARGER WOOD BUCKS 1/2" MAX. LOAD BEARING SHIM TYPICAL ANCH 'RS SEE EL FOR SPAC I OCK STU F PANEL WIDTH DOOR FRAME WIDTH 2X6 0R LARGER W000 BUCK OR WOOD STRUCTURE PANEL WIDTH EXTERIOR D.L.O. EXTERIOR REINF. AS REDO. SEE CHART ON SHEET 13 FOR CAPACITY ■■■ CD INTERLOCK (REINFORCED) 1/2' MAX. LOAD BEARING SHIM 000R FRAME WIDTH O.L. OPG. NOM. PANEL WIDTH a z INTERLOCK DOOR FRAME WIDTH (REINFORCED) TYPICAL ANCHORS SEE ELEV. FOR SPACING O 3 PER PANEL AT 18" FROM EACH END AND AT MIDSPAN 110 X 1-1/4' S5 PH SMS 1 PER CUP ASTRAGAL, 1/4' MAX. p8 X 3/4' SS FH SMS LOAD BEARING 1 PER CUP SHIM PANEL WIDTH • ••• • Ok08 F! RA ATH• • • —le •' • • • •FIXED liANEL • • • • • • PROEM CS tlEVISED as complying with the Florida Building Code NOA-No. 15.0619.06 • • •• • • • • • • •Expirajo% Oat 2/2020 • • •• • By • •• • • • •M �lam-�.`ro• r�l on rol •••• . •• • • THREE (3) TRACK DOOR DETAILS 090 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXT METAL STRUCTURE TYPICAL ANCHORS ///'''SEE ELEV. / FOR SPACING a O 1 drowing no. W10-31 sheet 17 of 28) SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS EDGE OIST. 4 1 3/4- t al 3 KSI CONC. .7 II Ll I vV 17 M11ah 6I O EOCE D1ST. 13/4" 1 POURED AT HARDENED INCH STRENGTH CROU NON -SHRINK, NON -MI Yc = 5000 PSI MIN. NOT BY CGI WINDOWS MUST TRANSFER SHEA LOADS TO STRUCTURE C. - a O a ^Af © '--ITS it II lil II; ol, II I I I I I titi p: w 41 1 ETALLIC R D1 1. a) ®a-T 1 :Lho. 15 II . 0 ' II I I 1I ,. I mm4 3 KSI CONC. SEE SHEET 15 FOR ANCHORS WEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS OPTIONAL SLANT SILL ADAPTORS DECORATIVE SILL COVER OPTIONAL SILL RISER OPTIONAL FOR LOADS BOVE +60 PSF SILL ' ISER REDO FOR LOADS ABOV -T60 P5F •• ••• • • • • • •• • •—•—•--•om —t• • • • • • • • • • • Falb ci • • • • • • • • U itEVl$ED as complying with the Florida Banding Code NOA-No. 15.0619.08 • ••• •• ••• 3 KSI CONC. • • • • • • •• • • • • • • • SEE SHEET 1aR 0oR ANCHORS • • • • • • TWO (2) TRACK DOOR DETAILS ••• • • • • • • • • • •• • ••• • Expiration uate0 2/2020 By I�la rs uct Contra • •• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • U 0 a u U a 9 1; drawing no. W10-31 sheet 18 of 28 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. LOAD BEARING SH1c VO 1BY WOOD BUCKS SEE NOTE SHEET 1 1/2" MAX. LOAD BEARING SHIM TYPICAL ANC SEE E FOR SPACI 26Y WOOD BUCK OR W000 STRUCNRE SEE NOTE SHEET 1 #10 X 1-1/4" SS PH SMS T PER CUP PANEL WIDTH 000R FRAME WIDTH NB X 3/4" SS EH SMS 1 PER CUP EXT. 1/2" MAX. LOAD BEARING SHIM EXTERIOR DOOR FRAME WIDTH PANEL WIDTH DOOR FRAME WIDTH EXTERIOR 0 8 6 ? 1YPICAL ANCHORS SEE ELEV. "FOR SPACING ASTRAGAL 010 X 1-1/4" 5S PH SMS 1 PER CLIP #8 X 3/4" FH SMS 1SPER CUP 1/4" MAX. LOAD BEARING SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING •• ••• • • • E. • •• • • • • • • -! WID1H • • • • • • • • •004 FRAME • OOOOO• ••• • • • • IXED PANEL* • • •• ••• • • • • •• PRODUCT REVISED se complying with the Florida Building Code • ••• •• •••NOA-No.• •1j 619.06 • • • • Expiration • ate "t /22/2020 • • • • • • • • • •• • • ••BY • • • • • • MIam1-9 '2 Pro. ct Contro TWO (2) TRACK DOOR DETAILS 2r 0 W h F e IOp` 0. IX C v;M o o.gg giig abb -1 a. 8 • drawing no. W10-31 sheet 19 of 28) ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • EDGE DIST. SEE SHEET 15 FOR ANCHORS 3 5/8" A EDGE •I DIST. O Wx EDGE DIST. POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK, NON-METALLIC = 5000 PSI MIN. I1 NOT DY CGI WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE 3 5/8" SEE SHEET 15 FOR ANCHORS REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. •••. •. ,4•••• .a •• : • 4 .151CONC. 3 KSI CONC. •• :.. • 3 5[9.-• -' i 6OGE DIST. • • • • • • • • • • • •• • • •• • • •• ••• • • • • • FOUR (4) TRACK DOOR DETAILS 1100 • • • • 000 • • • • • • • • • • • • • 090 • • • • • • • • • • • • • • •• •• • • • •• •• 194110 • • • ••• • • PRODUCT REVISED aBuilde comy ing lnoda with the Florida plC NOA-No. 15-0619.06 Expiration Date09/22/2020 BY Miami- Product Control WEEP SIZE 1/4" X 1/8" OPTION SLANT SILL ADAPTORS SILL RISER RECD. FOR LOADS ABOVE +60 PSF DECORATIVE 2 SILL COVER OPTIONAL I },n11 II 6JI SILL RISER REOD. FOR LOADS ABOVE +60 PSF n SLIDING GLASS DOOR (LMLI.) u FAX. (305) 593-6592 C drawing no. W10-31 ] (sheet 20 of 2-0 'TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. LOAD BEARING SHIM 1%8 0R URGER WOOD BUCKS 1/2' MAX. LOAD REARING SHIM TYPICAL ANC SEE E FOR SP 2X8 OR URGER WOOD BUCK 0R WOOD STRUCTURE PANEL WIDTH EXTERIOR DOOR FRAME WIDTH PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0619.06 ERplration Date 09/22/2020 By / Mlam -pa a Pro uct on rol EXTERIOR L2 1/2' MAX. LOAD BEARING SHIM 11 DOOR FRAME WIDTH 1/4' MAX. LOAD BEARING SHIM EXTERIOR 110 X 1-1/4' SPH S L CL S IP IP 3 PER PANEL AT 18' FROM EACH END AND AT MIDSPAN #8 X 3/4" SS FH SOS 1 PER CUP • �o1 TYPICAL ANCHORS `SEE ELEV. / FOR SPACING ro ... • • • • • • • • • • • • t.):ERI0 • •• ••• •• • • • •• DOOR FRAME WIDTH • ••• •• ••• • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • •• • • •• ••• • • • • • FOUR (4) TRACK DOOR DETAILS ••• . • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •. • • • •• •• ••• • • • 000 • • METAL STRUCTURE TYPICAL ANCHORS _[rrSEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING foNALl1ln11 E�' FM. (305) 593-6592 drawing no. T W10-31 (eheel 21 of 28) #10-24 x 1/2' FH THREAD CUTTING SCREWS AT 6" FROM ENDS & 12" O.C. 000R FRAME WIDTH #10-16 x 1/2" HH SELF DRILLING SCREWS AT 6" FROM ENDS & 12" O.C. 135' CORNER #'10-24 X 1/2" FH THREAD CUTTING SCREWS AT 6" FROM ENDS & 12" O.C. EXTERIOR PANEL WIDTH 000R FRAME WIDTH DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY ..• #10-16 x 1/2" MI SELF DRILUNG SCREWS AT 6' FROM ENDS & 12" 0.C. •• • • • • • • • • •• • • • • • • • • • •• ••• •• • P1ROi?UCt•REVISED as complying with the Florida Building Code NOA-No. 15.0619.06 • • • • • • • • • • • • Expiratldh D. te#110022/2020 • •.P.. • • • • • By • • • • • • • • � • rani'' . • Prod•L� Control •• • .. • • • • • • • • a • • • • • • • 1 • • • • • • • • • • • • • • • • • • • • • S • • •• •• • • • •• •• • • • • • • • • • • • • z o • ti Mot a 8N� a N ogoa °•I° 12a 00 70592 FAX. (305) 593-6592 co 0 .0 0 8 0 0 c 0 8 X drowing no. W10-31 (sheet 220!28) TYPICAL PAD PILE INSTALATION LOCATION TYPICAL AT PANEL 4 CORNERS EXTERIOR EXTERIOR MOUNTED POCKETED JAMB SEALANT 1-1/e" MIN. EDGE DIST. EXTERIOR TYPICAL ANCHORS TYPE A, B OR C AT 6" FROM ENDS AND 9" 0.C. INTO WOOD/CONC./METAL 6" 0.C. INTO BLOCK ONLY 1-1/2 MIN. WOOD EMBED 1-1/4" MIN. BLOCK EMBED 1-3/4" MIN. CONC. EMBED 1/8" MIN. METAL THICKNESS CONC. BLOCK WOOD METAL POCKET CAVITY NOT BY CGI NOT PART OF Tt9S NOA TO BE REVIEWED BY AHJ • ••• ••.••• • ••• • • • • • • • • • •• • • • • a • • • • • • • • • • • • • •• • • • •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • PRODUCT REVISED as complying with the Fiorlda Building Code NOA-No. 15-0619.06 Expiration Date 09/22/2020 By Miam - a ro 'to Contra i drawing no. W10-31 (sheet 23 of 28 11 CODE PART No. DESCRIPTION MATERIAL MANUR. REMARKS - 4 E1 CGI-183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER E2 CGI-151 FRAME JAMB 2 TRACK 6063-T6 C01 EXTRUDER - o E3 COI-168 FRAME HEAD 2 TRACK 6063-16 CGI EXTRUDER - Z E4 CCI-153 EXTERIOR INTERLOCK 8083-T6 CGI EXTRUDER - Z n 1u 7d E5 COI-154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - ...1 al E6 C01-155 MAIN STILE 6063-18 CGI EXTRUDER - 1`r ` E7 CGI-156 TOP & BOTTOM H0162 6063-T6 CGI EXTRUDER - �I 0 ER CGI-157 SILL RISER 6063-T6 CGI EXTRUDER - aL 6i i cg o E6.1 CG1-161 ALT. SILL RISER(OPTIONAL) 6063-T6 CGI EXTRUDER - n7 P1 E9 CGI-158 INTERIOR TRACK ASTRAGAL 8063-T6 CGI EXTRUDER - CORNERS V C ThR El CCI-159 INTERLOCK REINFORCING (LENGTH = FRAME HT. - 8") 6063-T6 CGI EXTRUDER - SINGLE LOCK: FOR ALL PANELS WITHOUT 'SULLIVAN' 'INTERLOCK' i g $$ Ell CGI-182 FRAME SILL }TRACK 6063-T6 CGt EXTRUDER - TWO POINT LOCK BY OR LOCATED AT Q� p o 0�i Et CGI-tat FRAME JAMB 3 TRACK 6083-TB cct EXTRUDER - MAIN STILE AT 40" FROM BOTTOM LOCK (PART iSGD-500) (PS01-0036-117) v a { ire E13 CGI -165 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - SS MORTISE ZINC RECESSED ADAPTOR (PART ISGD-503) (PS01-0036-117) F E14 CGI-168 OUTER TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - ZINC HANDLE SET (PART #SM5500) & (PART iSM2300WH) {L Zo i✓ LI5 C01-170 POCKET HOOK 603-T6 CGI EXTRUDER - ZINC KEEPER (PART SGD-507) (PART #SGD-507N)SGD-507N) O 0 a b mm 0 CCI-121 7/16" CLASS GRAZING BEAD 6063-T5 CGI EXTRUDER - E16 EXTRUDER - EI7 COI-123 1' CLASS GLAZING DEAD 6063-15 CGI DOUBLE LOCKS: REDD. AT 90' AND 135' CORNER PANELS ONLY El8 COI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-76 CG1 EXTRUDER - LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-16 CGI EXTRUDER - TWO POINT BOTTOM E20 COI-155A MAIN STILE (OPTIONAL) 6063-T6 CCI EXIRUOER - SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) SERIES SENTINEL 150 ALUM SUDNG GLASS 900f CGI Windows and Doors, In 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL (305) 593-6590 FAX. (305) 593- E21 CGI- 156A TOP & BOTTOM HORIZ (OPTIONAL) 6063-T6 CGI EXTRUDER - SECURED WITH (2) 10--24 X 1/2" FH SCREWS E22 CGI-158A ASTRAGAL (OPTIONAL) 6063-16 CGI EXTRUDER - BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED E23 CGI-168A OUTER -TRACK ASTRAGAL (OPTIONAL) 6063-76 CCt EXTRUDER - CONNECTING BAR (PART 9HD-3310142) E24 CGI-100 OECORATNE SILL COVER (OPTIONAL) 6063-16 CGI EXTRUDER - ZINC HANDLE SET WITH (2) 6-32 X 1-1/2" OH MS E25 03I-164 2, 3 & 4 TRACK FRAME SILL SCREW COVER 6063-16 CGI EXTRUDER - SECURED STEEL KEEPER (PART #HD-3310143) E26 COI-187 2. 3 & 4 TRACK FRAME HEAD SCREW COVER 6063-15 COI EXTRUDER - SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS E27 COI -tea FRAME JAMB SCREW COVER (OPTIONAL) 6063-15 CGI EXTRUDER - E28 CGI-1028 FRAME HEAD 4 TRACK 6063-T6 CCI EXTRUDER - E29 CGI-1029 FRAME SILL 4 TRACK 6063-16 CGI EXTRUDER - E30 CGI-1030 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER - E31 CGI-1057 FEMALE CORNER ADAPTOR (90') 6063-T6 CGI EXTRUDER - E32 C0I-1058 FEMALE CORNER ADAPTOR (135') 6063-76 CCI EXTRUDER - I059 MALE CORNER ADAPTOR 6063-16 COI EXTRUDER - E33 MI CGI- CGI-3B2V GLAZING BULB VINYL (OUROMETER 75-80 SHORE A) PVC - - M2 CGI-171C FIXED PANEL CUP (2-1/2' LONG) 6063-T5 - 3 0 FIXED PANEL N3 CCI-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANELo. MIS CGI-176 FRAME HEAD ANTIUFT & PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR.111 i MI l W23201NG PILE WITI4 CENTER FIN WOOL OLTRAFAB OR EOUN. -Mt2- BOTTOM RAIL STIFFENER, 1' LONG, 2 AT EACH ENDALUMINUMCCI EXTRUDER4 PER B01TOM RAIL° M13 TA-51 ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL LI I3A 1984 ROLLER ASSEMBLY A7 CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL y MI4 SGD-500 DUAL MORTISE LOCK ST/ST SULUVAN ATTACHED 10 SGO-503 - M14A P501-0036-I17 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A � iii MI5 SGD-507 KEEPER 2INC SULLIVANINST. W/ 7 /10%3/4" PH e�HN" M15A SOD-SO7H KEEPER ZINC INTERLOCKS 4H INST. W/ 2 /IOX3/" P • • • • • • • • • • • • �yj MI6 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST. W/ 2 /IOX3/4' iH MI6A PSO I -0036-117 RECESSED ADAPTOR 2INC INTERLOCKS INST. W/ 2 /10%3/4" FH • • M17 SGD-5500 HANDLE SET 2INC SULLNAN/INTERLOCKS - • • • • • 1ANea. o MI SM2300WII HANDLE SET OPTIONAL ZINC SULLNAN - el • • • • • • • • • • • ��1 ei ` ' 4 '' i 2 t ' M19 SCS2000 SILPRUF SEALANT SIUCONE GE - PRODUCT REVISED as complying with the Florida �� S V N8E •'� ''� 'I' n M20 CGI-177 PANEL TOP &BOTTOM INST PILE WOOL/PVC SULWMI OR EOUN. 4 PER PANEL Budding Code o ii' M21 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK/ASTRAGAL NOA-No. 15-0619.06 .70592 I s WS-201 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EOUN. • • • • • • • • 1 • • • • • Explratpn tate0&I22/2020 * : T3' _ v . , b _ M22 M23 ND-12-10042 ,J50' REACH POCKET SEAL - AMESBURY _Al• - •- • • • • • • • • • • ey i,. LI�FL)h� g 1 drawing no. 52 - /10 X 1 1/4" LC. PHI. PH. SMS. ST/ST. ASSEMBLY SCREW - - 2 OR 3 PER CORNER • • l •., •F ; •• • ••IMiam-•a rod•a•Control . ( lD!•.'G`�` W10-31 • • • • • • • '4ss/aNA►,1E•ot` Hi seet—of248 ( ) • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • Q FRAME HEAD (2 TRACK) 0 FRAME HEAD (3 TRACK) Et FRAME SILL (2 TRACK) 0 FRAME SILL (3 TRACK) .675 .995 _III--Rl 050 .975 1.184 GLAZING BEAD LAAl. GLASS � 4 .995 050975 I -�I 1.184 M- 0 GLAZING BEAD INSUL. LAM. GLASS E7 TOP/BOTTOM HORIZ OUTER TRACK ASTRAGAL STILE 3.750 2.755 .125 1.610 1.870 .070 3 572 1.255 2.005 E9 INTERIOR TRACK ASTRAGAL STILE 1.490 3.000 .070 .995 1-s- 1.415 2.005 () MAIN STILE 0 FIX. PANEL CLIP 3.000 .095 1.770 ,995 1.415 .060 2.005 E5 INTERIOR INTERLOCK 0 EXTERIOR INTERLOCK (OPTIONAL) 3.255 1.340 011 eA 4.250 .070 .995 TOP/BOTTOM HORIZ (OPTIONAL) SILL RISER (OPTIONAL) E4 EXTERIOR INTERLOCK .825- F.125 .125 1.310 0 INTERLOCK REINFORCING L .582 0 3.188 .070 2.120 POCKET HOOK 1.600 3.750 1.625 .155 1.610 0 3.750 2.755 125 1.870 .070 3.572 1.255 2.005 INTERIOR TRACK ASTRAGAL (OPTIONAL) vlbf •• •• • �• • •• • • •• {• • •.51• ... • 1.870 • • • •• 2:05 • •• • • • • • > • •• • • ••• • • OUTER TRACK ASTRAGAL (OPTIONAL) 625 1.920 2.670 • • •• i.:3• 4-•1-i625 �SIL� CvlOPTI*l L) • • • •• 1.490 0 0 3.000 .070 2,005- MAIN STILE (OPTIONAL) INTERIOR INTERLOCK (OPTIONAL) cm ci 2.591 .625-^i h SILL RISER (OPTIONAL) .572 .062 3.341 PRODUCT REVISED as complying with the Florida Building Code • • t A -No. • • • 'MUM 9.06 •Expiratle. Data 09/t2/2020 • • • • e101iami-9 roducf Control 041411 • • • • 06, • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • U 6R u u` o�!1u 0 c R 88 0 i.,-_-� drowing no. W10-31 3 2 sheet 25of 28) IP FEMALE CORNER ADAPTOR (90') FEMALE CORNER ADAPTOR (135') MALE CORNER ADAPTOR 4.765 .065 -1 1.375 j.- 1.650 .0e0 1.621 -- d -�f L-•.625 E2 FRAME JAMB (2 TRACK) .260 J -•- .510 .060 L.640 FRAME HEAD COVER 5.951 .060 O65 .545 .625 0 FRAME JAMB (3 TRACK) 1.620 1.620 1.620 040 .344J .060J 0 FRAME SILL COVER .243 1I 1.791 .060 0 FRAME JAMB COVER .725 .125 .065 M2 FIXED PANEL CLIP 8 n 0 Z •• ••• • • .• • • •• • • • • • • • •• ••• ••• • • • •• PRODUCT REVISED as complying with the Florida Building Code • ••• •• Np•-yo. '5.0%1446 • • • Ext:ratlon Delp 0' /22/ 020 • • • • • • ���• • • •• • • By • • • • • Ml iI-T• =- Prtoluct o.trol • • .J d FAX. (305) 593-6592 0 0 0 8 6 8 drawing no. W10-31 (sheet 26of 28) • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • 7.750------{ 080 FRAME HEAD (4 TRACK) .753 7.730 FRAME SILL (4 TRACK) 7.750 eFRAME JAMB (4 TRACK) • • ••• •• • • • •• PRODUCT REVISED as complving with the Florida Building Code • • • • • • NOt•No. 115-0649•06 • • • • • • • • • • • Expiption Dat•00122/2020 • • • • • • • • •• • •BY • •• FRAME BOTTOM CORNER. • • • • Mia - Froductol 4 TRACK SHOWN ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • •• • • • ••• • • drawing no. W10-31 (sheet 27 of 2$D FRAME TOP CORNER 3 TRACK SHOWN FRAME BOTTOM CORNER 3 TRACK SHOWN FRAME TOP CORNER 2 TRACK SHOWN FRAME BOTTOM CORNER 2 TRACK SHOWN PANEL TOP/BOTTOM CORNER MITERED BEAD CORNER (TYPICAL) •• ••• • • • • • •• • PI1EL.TORVBOTTOM CORNER • • • • • • SO�TIE%EAS CORNER (OPTIONAL) • OOOOO• ••• • • • • OOOOO • •• ••• •• • • • •• PRODUCT REVISED Buas ildcomp ingCode I n with the Florida • • • • • • NOR -Re. $5.06k111.116 • • • • • • • • • • • Expiration Da! 09122/2020 • • • • • • • • • . • • • MITT-D Protect ColRrol •• • • • • • • • • ••• • • • • • ••• • • • • • • • •• • • • • • ••• • • • • • • •• • z g E8U r 'aP+ '1118 1412 if j h s a Ern i 8 oa drowing no. W10-31 sheet 28 of 28 MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION A • � Y CGI Windows & Doors 10100 NW 25 Street Miami, FI. 33172 TANCE (NOA) MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.Eov/economv COPE: 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,;jatrthority Having Jurisdiction (AHJ). • • • • . This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coil" Product I'.Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami bade County reserve • the right to have this product or material tested for quality assurance purposes. If 4s prodq ,ct or.materill• • • •; fails to perform in the accepted manner, the manufacturer will incur the expense d'f. rtestint'tlltcfthe 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 Proc;trot•Contral• • • • • Section that this product or material fails to meet the requirements of the applicabb4N ing code! • • t' This product is approved as described herein, and has been designed to comply with the F144d4 iuildin'' • • • • • Code, includi ' DESCRIPTI • • . . N: Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I. • . • . • APPROVAL • 1 • rr •r •. " 1- ., i e r-s e - . ' • z. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Coun Product Control Section. MISSILE IMPACT RAT LIMITATIONS: 1. Glass lites wider than 36-inch shall have two setting blocks and anti -Lift devises per FBC requirements. 2. The Day Lite Opening's (D.L.O.) of maximum 495/8-inch (Width) by maximum 553/4-inch (Height). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0512.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, : Large and Small Missile Impact Resistant MIAMI•DADE COUNTY APPROVED i NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed >3Y Javad Ahmad, P.E. :• •••. •• B. TESTS .. . .... .• • • • • . . . . 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94.... . . 2) Uniform Static Air Pressure Test, Loading perF13C, TM02-94• • 3) Water Resistance Test, per FBC, TAS 202M'•: : .'•. 4) Large Missile Impact Test, per FBC, TAS ,O1. 94 . 5) Cyclic Wind Pressure Loading, per FBC, 'CAS 2D3-94. . • • • 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 • • along with marked -up drawings and installation diagram of a series iidel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per-FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 E-1 • . CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Slap 'pacer® insulating glass spacer, prepared by Certified Test Laboratories, Teset Report No. • • CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramd•t„Patel• 1.L • • • (Submitted under previous NOA No. 15-0512.05) 940000 • 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-9.4 • • • • • • 2) Uniform Static Air Pressure Test, Loading y•FBC, TAS 202-94' • : • `• 3) Water Resistance Test, per FBC, TAS 20 • • • • • 4) Small Missile Impact.Test, per FBC, TAS•201T94 • • • • • • 5) Cyclic Wind Pressure Loading, per FBC, A 103-9/ • • 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202,94 • • along with marked -up drawings and installation diagram 'of a series Sentineg" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5"' Edition (2014), prepared by AI-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 E - 2 • • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th.Edition (2(1114)''Afid of no• financial interest, dated 08/17/15, issued by Al-Farooq Corporation, sigge0 nil sealed •: by Javad Ahmad, P. E. • • • • • 2. Laboratory compliance letters for Test Report No. CTLA OMV, dated• Q7/07/15,• • • issued by Certified Test Laboratories, signed and sealed by R'araesli C. NMI'. E. 3. Testing Proposal issued by the Product Control Section, datgc1 •Q4/08/$ 54 •signed by: • • • Jaime Gascon, P. E., Section Supervisor. • • •• • • • •• 4. Laboratory compliance letters for Test Reports No.'s )-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dater04/115/15, all issued by Certified Test Laboratories, all signed and sealed byRanlesh G.•Batei, P. F. • (Submitted under previous NOA No. 15-0512.05) • • 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. Jorge M. Plasenciia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 E-3 . TYPICAL ELEVATION 711" 6` MAX. FLANGE WIDTH 5" MAX. T M. 1 y� Ej HEAD/SILL 5 5 MTG. STILE 1 K i (/1 is L, (I J I, t D.L. OPC. II U F II jj F N — n II Tz1r, / s ' ' �m1 , I;' / (1 1; 1- FALSE MUNTINS� (SURFACE 32 7/8' ; 32 7/8` ADDL. ANCHOR REGD. AT CENTER OF ALL PANELS OPTIONAL �. D.L OPG. 36 3 / 8' D.L. OPG. FIXED OR OPERABLE ABOVE 30_PANEL WIDTHS . AT HEAD/SILL VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME 5 1/2' MAX. HEAD/SILL 0 0 FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 110" BUCK WIDTH 5' MAX. TYP. MTG. STILE 13 5/16` MAX. HEAD/SILL J,1jL;, 1u1�i\J ii tlI j . • •••• i• �•. f. .r . r° 32 7/8' 0.L. OPG. 36 3/8' VENT WIDTH 32 7/8" D.L. OPG. FIN FRAME • mg ji 1.4 5 1/2" MAX. HEAD/SILL x u FALSE MUNI1NS (SURFACE APPLIED) OPTIONAL BUCK WIDTH 5" MAX. TYP. MTG. STILE it F jj 11 0 I♦/ II 0 II OF 6 / VENT WIDTH D.L. OPG. EQUAL LEG FRAME SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMEN OF j •7011 (`IH ED'ON) iLO/IDA BRIL,RING CODE INCLUDING •.1 R VEL R E CVIE ). • WOOD BUQCS BY OTHERS, MIST BE•ANAI0RC0 PROIWRLY TO TRANSFER LOADS TO THE STRUAIQRE.• • • • • • • • • ANCHORS SHALL BR SSa LISTE•,•SPACFO AS SHOWN •N•DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONOIT1ONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DSRAIA� INCREASE IS USE, r•DESIGN 1• 4NCI2S• INTO WOOD ONLY. ALL SHIM9•TO Be HIGH IMIMgIr, NON W.IETALl•LIC AND NON-BOMPRESSIBLE. MATEIRA INCL RG �T !Or IMITE: zo STEEI:/ME:AL SfyR NS, THAT MAY COME1- CON CT WITH TTE� DISRLMILAR MATERIALS SHALL MEET THE REQUIREMENTS 0 THE 2014 FLORIDA BUILDING CODE & ADOPTED STANDARDS. • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 8 ADDL. ANCHOR REOD. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30' PANEL MOTHS AT HEAD/SILL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 09/22/2020 MIamF,Bade Product Control LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT 11201 l 1 ' i�s .�ORLOR a //S/0IVAL I1 i1t1 -J 7i{ 0 a O1 w 8 2 2 r. R N drawing no. W10-18 sheet I of i l VIA wn•. ,m.wl. 6' MAX. FIANCE WIDTH HEAD/SILL _ 5• VAX. TYP s s I -. MTG. STILE 1 I Li,l — II _il I • W x r r N 6 j —=it — rB= 3 I�w�o I I 1 5 - -- 7/7=_ - /= %/ <1�bm - T 1. (1 ln I I Is' i- FALSE MUNTINS / (SURFACE APPLIED)) 24 1/2' 49 5/8" ADDL. ANCHOR REO AT CENTER OF ALL OPTIONAL " D.L. OPG. 28' -- D.L. OPG. FIXED OR OPERABLE ABOVE 30' PANEL I AT HEAO/SILL FLANGE & FLANGE ADAPTOR FRAME 110" 5 1/2" MAX. HEAD/SILL 0. d FALSE MUN1NS (SURFACE APPLIED) OPTIONAL BUCK ...MOTH 5" MAX. TYP. MTG. STILE 13 5/16" MAX. HEAD/SILL PANELS ADTHS • II 3F= ( 7X=4F I I I j/ a --= ,�:_O II /CC r -- n II 11)••T • 1 . "�q ) � • I • " 24 1/2" O.L. OPG. 26" VENT WIDTH 49 5/6" D.L OPG. FIN FRAME 110• FLANGE WIDTH 5 1/2" MAX. HEAD/SILL 5" MAX. TYP. r MTG. STILE 1I J'-1 1S ` 1 — II II II I ; I �� ; (• 1 �// ri to 410 o C1 .A — O ,/ % �r Ir II 81 5 I ___ ,/ "% -_ / / 1 i I ��i i`r I i r,i.� 6 FALSE MUNIINS (SURFACE APPLIED) 24 1/2" OP110NAL O.L. OPG. 28' VENT WIDTH 49 5/8" D.L. 0P0. EQUAL LEG FRAME •• • • • •'• .• • • •• • • • OOOOOO • • • • • • •• • • • •• • • • •• • • • • •• • • • • • • •• • • • • •• • •• • • • • • • PRODUCT REVISED as complying with the Florida • • ulldtng Cede • NOA-N% 1541629.13 Expgatli `..t 03/22/2020 • %r • Miami- ADDL. ANCHOR REDD. AT CENTER OF ALL PANELS FDIEO OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL MAY 1 1 201 e ProdliEt Control • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • • • • • • ```11-11111111 LLIII//// I> VOENSFO : Q,ATE OF F<0R10. •' C 4(1111111 1 10*.V drawing no. W10-18 (sheet Lid 11 DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAM H.D. MTG. RAIL CLASS TYPES '6k'AI', 'B'k'Bl' CLASS TYPES 'B' k 'BL' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 25-1/2" 37" 53-1/8" 74' 26" 25-1/2" 36" 52-1/8" 73' 25., 65.0 65.0 80.0 90,0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 60.0 90.0 26-1/2" 37' 53-1/8' 74' . 38-3/8" 25-1/2" 36' 52-1/8" 73' J7-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 B0.0 90.0 65.0 65.0 80.0 90.0 28-1/2" 37' 53-1/8' 74" 50-5/8" 25-1/2" 36" 52-1/8" 73' 49-5/8" 65.0 65.0 80.0 90.0 65.0 85.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2' 37" 53-1/8" 74- 63" 25-1/2" 36' 52-1/8" 73' fi2" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 60.2 60.2 80.0 90.0 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' FLANGE FRAME FLANGE DIMS DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. HUCK DIMS. STD. MTG. RAIL H.D. MTG. RAM R.D. MTG. RAM CUSS TYPs 'A'k'Al', 'B'k'BI' GLASS TYPES 'B' & '81' GLASS TYPES '0' & 'Cr WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(*) INT.(-) 55-3/4" 78-15/18' 83-1/2' 26' 54-3/4" 77-15/16' 82-1/2" 25' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 85.0 65.0 65.0 65.0 80.0 90.0 65.0. 65.0 55-3/4' 78-15/16" 83-1/2" 38-3/8" 54-3/4" 77-15/16" 82-1/2" 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4' 78-15/16' 83-1/2" 50-5/8' 54-3/4' 77-15/16" 82-1/2' 49-5/8" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 55-3/4" 78-15/16' 83-1/2" 63' 54-3/4" 77-15/16' 82-1/2" 82'"'. 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' )S" TYP. BUCK DIMS EQUAL LEG FRAME STD. MTG. RAIL: 1 _ _ J H.D. MTG. RAIL. FLANGE & FLANGE ADAPTOR FRAME EQt4 EEG FRAME • •• •••• •••:;! •• • • • •• PRODUCT REVISED as complying with the Florida NOTE: • ••• •• •999,11ngcage ••• GLASS CAPACITIES ON THt1 SHF/T ARE • i)OA-No.: :5-0929.13 BASED ON ASTM E1300-S)9 (3 ISEC. 'GUSTS), tLaft xpirs4104 091'+• 12020 AND FLORIDA BUILDING•COMMISMON • • •y ��/%' •• DECLARATORY STATEMERle CCAO-DEC-219' Miam ?_ e Product ontrol T. F .0 0 W glo JN L� cto otc aim LL 81 p 0 M2.1 57.1 0 a 0 tip/An s g a 8 8 .1 2 drawing no. W10-18 sheet 2 of 1 1) • •• • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. • BUCK DIMS. S7D. MTG. RAIL H.D. MTG. RAIL CIAS9 TYPES 'A'k'AI', '8'14'111' CLASS TYPES 'B' k 'BI' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 108-1/4' 111' 26' 73" 105-1/4" 110' 25" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74' 106-1/4" 111" 38-3/8" 73' 105-1/4' 110' 37-3 :" • . 80.0 90.0 65.0 65.0 80.0 90.0 •.. .... 80.0 90.0 74' 106-1/4" 111" 50-5/8" 73" 105-1/4" 110' 49-5/8' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74' 106-1/4' 111" 63' 73" 105-1/4" 110V 62' 65.0 55.0 60.0 90.0 61.6 61.6 80.0 90.0 60.0 60.0 80.0 90.0 )4" (1/3W) (I/3W) (1/3W) (i r+, N OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH BUCK DIMS FLANGE FRAMF FLANGE DIMS )4" TYP. DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS, BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'k'Al', VOW GLASS TYPES '8' k '81' GLASS TYPES 'C' & 'CI'' - WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74' 106-1/4" 111' 26" 73' 105-1/4" 110' 25" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74" 106-1/4" 111' 38-3/8" 73" 105-1/4" 110' 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74" 106-1/4" 111' 50-5/8" 73' 105-1/4" 110" 49-5/8" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 74' 106-1/4" 111' 63" 73" 105-1/4' 110' 62' 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 (1/2W) N (l/4W) i OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX. BUCK DIMS • • • • • •• • FLANGE ADAPTOR FRAM • FLANGE DIMS FLANGE & FLANGE ADAPTOR FRAME • QIJA1, UG FRAME • • • • •• • • • •• • • • •• 1A71111U 1,,,' )P ' �uCEN41F '', PRODUCT REVISED No 0592 eompCoQ• lyIng with• tlae• Florlda NOTE: • • • • • • • 47hldmg iY GLASS CAPACITIES ON THII SHErT ARE • I40A-No. =5-0129.13 BASED ON ASTM El 300,09 (3 iEC. U$TS)• ExplraRlonbaA O911rl12020 ® STATE OF 4y AND FLORIDA BUILDINC•COMMIS91(MJ • • • • • '• • pq q 41osityE, DECLARATORY STATEMEYI•DCA05• DEC-219• gayMlaml-D a roduct Control (4AY 1 1 201+ �i77Ss�O�Atoa�`�` i9 0 0 0. •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • '4 a X a drawing no. W10-18 sheet2.lof 11 DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) STD. MTG. RAIL H.D. MTG, RAIL CLASS TYPES cuss 10760 BUCK DIMS. 'A'k'Al , '8'k'81' '6' k '61' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 25-1/2" 65.0 65.0 80.0 80.0 36" 65.0 65.0 80.0 80.0 52-1/8" 25" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 25-1/2" 65.0 65.0 80.0 80.0 36" 37-3/8" 65.0 65.0 80.0 80.0 52-1/8' 65.0 65.0 80.0 80.0 73" 65.0 65.0 60.0 80.0 25-1/2" 65.0 65.0 80.0 80.0 38' 48-5/8" 65.0 65.0 60.0 80.0 52-1/8" 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 25-1/2' 65.0 65.0 80.0 80.0 36" ' 65.0 65.0 80.0 80.0 52-1/8" 62„ 65.0 65.0 80.0 80.0 73' 60.2 60.2 80.0 80.0 OPERATING VENTS TO BE /2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (X0 0R OX SIZES) BUCK DIMS. STD. IITG. RAIL B.D. MTG. RAIL H.D. MTG. RAIL MASS TYPES 'A'k'Al , '8'k711' MASS TYPES 'B' & 'B1' GLASS TYPES 'C' k 'CI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) CCT.(+) INT.(-) 54-3/4' 77-15/16" 82-1/2' 25' 65.0 65.0 80.0 800 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4" 77-15/16" 82-1/2" 37-3/8" 65.0 65.0 80.0 80.0 85.0 65.0 65.0 65.0 80.0 80.0 65.0 65-0 65.0 85.0 80.0 80.0 65.0 65.0 54-3/4" 77-15/16" 82-1/2" 49-5/8' 85.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 54-3/4" 77-15/16" 82-1/2' 62' 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 (1 /SW) a (2/31't) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' •• •••.. •• •• •• •• •••• . • • • • • • .• •.• •• • • • •• PRODUCT REVISED es complying with the Florida NOTE: • • • • • • • •�Mildine Co• • • • GLASS CAPACITIES ON THI,1 SKr ARE . • •NOA-No.• •15 QB29.13 BASED ON ASTM El 300-09 (3 £EC..GU6TS)t •E"P1r11t1o3 AND FLORIDA BUILDING* COMMISSION • • •• DECLARATORY STATEMER1 ECA091- DEC-219' Miami-D • • • • • • • . • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• .• • • • •• •• 0•• • • • 0.• • • FIN FRAME )P•' VGENBF ✓� •((/: MAY 1 120 ,,� S, '•FtoRioR.G: 'r),s�OidAL STATE OF n a U 0 0 qi 1/3 2/3 OFTON ADDED S 11 0 0 • drawing no. W10-18 (sheet 3 of 11 DESIGN LOAD CAPACITY - PSF (XOX SIZES) _ BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'&'Al • '8'&'8l' CLASS TYPES 'B' &'BI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 73" 105-1/4' 110" 25' 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 105-1/4" 110" 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4' 110' 49-5/8' 65.0 65.0 BOA 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4' 110" 62' 65.0 65.0 80.0 80.0 61.6 61.6 80.0 80.0 60.0 60.0 80.0 80.0 A (t/3W) (1/3W) (1/3W) a A C OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'X0X. DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAH. GLASS TYPES 'A'&'lt. 'B'&'BI' CLASS TYPES 'B' & •BI' GLASS TYPES 'C' & 'Cl.' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73" 105-1/4' 110" 25" 65.0 65.0 B0.0 80.0 ' 65.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 80.0 50.0 65.0 65.0 73' 105-1/4" 110' 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73" 105-1/4" 110' 49-5/8' 85.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 73" 105-1/4" 110" 62" 65.0 85.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - . - - 65.0 65.0 (1/2W) (1/4W) OPERATING VENTS TO BE I/4 OF THE WINDOW WIDTH 'xox' NOTE: GLASS CAPACITIES ON OS SIhrET gRE.• • zp BASED ON ASTM E13p0-09 ( SEC. G�ST�j) • •E• iAflc* Ditto 09R2I2020• • AND FLORIDA BUILDINC+4OMMI4SION • •ay 4- 1 DECLARATORY STATEMENT DCA05-DEC-219 Miami-D a roduct Control .. .•. . . • • • •• • . . • • .. • • • •• . • • •• PRODUCT REVISED • • • ieotmngCit•tFlorida • • • • • • • • •.NOA-No.: :151929.13 FIN FRAME 70592 • MAY 1. 1 201E %ssio i�,� 1�` •� U fa 0tsi g C O T 1 !7 8CCf Oacg a REP 5- X I3 d t0 n 0 7 FAX, (305) 593-6592 drowing no. W10-18 sheet 3.1of 111 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1/8" ANN. GLASS .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Sofex Clear And Color Class By 'Eostman Chemical Co.' 0R .090" Inledayer SentryGies . By Kuroray America, Inc.' OR .090' Interlayer Kuraroy Bulacite PVB By 'Kuroray Americo, Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 4 AT 1/4 POINTS ON UTES WIDER THAN 36" GLASS TYPE 'A' 5/16" NOMINAL LAM. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS 1/8" ANN. GLASS 075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Softex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGies By Kuraroy Americo, Inc.' OR .090" Intorloyer 1/8" H8►T STREN'D CLASS Kuroray Bulacite PVB By 'Kuroray America, Inc.' 1/8" ANN. GLASS SIUCONE GE 1200 DOW CORNING 899 COW CORNING 995 J 1/8" HEAT STREN'D GLASS .075" Interlayer Sofles CP With PET Coro By 'Eastman Chemical Co.' OR .090" Interlayer Sallex Clear And Color Glass 'Eostman Chemical Co.' OR .090" Interlayer SentryGies By Kuroray America, Inc.' OR .090' Interlayer Kuraroy Bulacite PVB By 'Kuroray America, Inc.' 1/8" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36" GLASS TYPE 'H' 5/16" NOMINAL LAM. GLASS 1/4" AIR SPACE XL EDGE SPACER ST. STEEL BY 'CARDINAL.' 0R OURASEAL BY 'QUANEXA OR SUPER SPACER BY 'OUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE. 'Al' 0.70' OVERALL INSUL. TAM. GLASS • 1/8" HEAT STREN'D GLASS .075" Interlayer Soflex CP With PET Care By 'Eastman Chemical Co.' OR 090" Interlayer Sofex Clear And Color Glass By 'Eostman Chemical Co.' - OR .090" Interlayer SentryGlas By 'Kuraroy Americo, Inc.' OR .090" Interlayer Kuroray Butocile PVB By 'Kuraroy America, Inc.' -1/8" HEAT STREN'D GLASS A 1/4 SILICONE GE 1200 00W CORNING 899 DOW CORNING 995 1/8" HEAT STREW() GLASS .075" Interlayer Sees CP With PET Core By 'Eastman Chemical Co.' OR .090' Interlayer SentryGlos By 'Kuroray America, Inc.' 1/8" HEAT SIREN)) CLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'C' 5/16" NOMINAL LAM. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS •• •*- XL EDGE SPACER • ST. STEEL BY 'CARDINAL • DR • DURASEAL BY 'QUANEX' • OR • • SUPER SPACER BY 'OVANEX' POINTS ALL SIZES GLASS TYPE '131' 0.70" OVERALL INSUL LAM. GLASS ( M.I.) . A e e • • �. . a .. w . .. r... s ... MI RDER TO QUALIFY FOR SMALL MISSILE IMPACT RAMC EXTERIOR PLY OF GLASS TYPE 'Al', '81' & 'Cl' MUST BE TEMPERED. • • •• • ••• • • •o • •••0 ••• • • • W •• ••• • ••• • • • • 0�0�' j1VERM; INSU . rc•ASS • • • •• • • •• • • • • 1/8" HEAT STREN'D GLASS .075" Interlayer Sallow CP Wlth PET Caro By 'Eastmon Chemical Co.' OR 090" Interlayer Sent yGlos By 'Kuroray America, Inc.' 1/8" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 •• • XL EDGE SPACER • ST. STEEL BY 'CARDINAL' OR • DURASEAL BY 'QUANEX' SUPER SPACER BY 'OUANEX' AT 1/4 POINTS ALL SIZES PRODUCT REVISED es complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 09/22/2020 By Mlaml- tla Product Control NAY 1 1 20 \\\\L1111111j7j .A�j� yyi, ENSLc''•,, 05 8T OF . Q 21 f g o 0 0 L 4 Bts o a S S B 0 s drawing no. W10-18 (sheet 4 of 11) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 6400 • • • ••• • • 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE OIST n W2 w1 P EDGE 18, WOOD BUCK 1ST. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS -SEE ELEV. FOR SPACING EDGE \DIST 7 N 6 K 'v TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE & FLANGE ADAPTOR FRAME WHEN USED THE MIN. WOOD B DEPTH SHALL BE 2%". THE USE DEEPER OR BEVELED W000BUCK PERMRTEO. R TYPICAL ANCHORS SEE ELEV. FOR SPACING FI MIAMI-DADE COUNTY APPROVED 1 I MULLION & MULUON ANCHORS 1 II SEE SEPARATE NOA 1 1 EDGE DIST. I 1 J TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL. ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 4" : 1 a • • •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Data 09/22/2020 By Miami-O oduct Control •• ••• • • WEtiPHOL.ES. • Wt =•1(4" )1° i-1:2"3NE:P :LOt XT:4-17 FROM EACH ••END•WITtf PLfialiC COWER • • •• W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" • • ••• •• ••• • • • • • • • • • •• • • • • • • • • • • • • • •• • • •• • • ••• • • • • N14 SMS OR SELF DRILLING SCREWS (Fu=74 KSL Fy58 K51) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL__EDGF DISTANCE INTO CONCRETE ANO MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS rc 3000 P51 MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS t'm • • • •• FROM EACH END FROM EACH END ••• • • • • •• 2000 PSI MIN NT7j74 ▪ 4>" ' eiI HM9Q7'% Mt 1 1 201�; 92 SATE OF 4 1s!o�iL�1�`'\ ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • •. • • • • • • • •• •• • • • •• •• 000 • • • 0041 • • (13‘V COMP-ANL\ 1.0 3 0 8 FM. (305) 593-6592 0 0 8 0 10 5 8 8 x8 t5 i a 0 d 8 0 c • 1 3 k drawing no. W10-18 sheet 5 of 11 1/4' MAX. SHIMS VENT WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING -SCREENS OPTIONAL 1BY WOOD BUCKS XOX LAYOUT MIAMI-DADE COUNTY APPROVED MULLION @ MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH / BUCK WIDTH BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE BUCK WIDTH XO LAYOUT OPG. VENT WIDTH EXTERIO R EXTERIOR D.L. OPG. TYPICAL ANCHORS SEE ELEV. FOR SPACING OALTERNATE 1/4' MAX. SHIMS • • • ... FLANGE & FLANGE ADAPTOR FRAME SHIMS ,A WOOD B K T W000 STRUCNft- SWEEP LOCK OPTIONAL TO SPRING LOCK TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • •• • • v_ • • • • • •• • • • •• FLANGE ADAPTOR FRAME INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. PRODUCT REVISED • • • • • as com'1 ingMll.the Florida •1BY • BYIIdM9 %ode • i0000 BUS NOA-0Io.• 16-0929.13 • • • • • • • • • • • Expir•tio%Da-.00/22/2020 • • • By Miami Product Control • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PAY 1 1 20 2 0 cc v 0 c S 8 E U a U FAX. 8 A drawing no. W10-18 sheet 6 of 11 IBY WOOD BUCK EDGE 1BY WOOD BLOCK TYPICAL ANCHORS SEE ELEV. FOR SPACING • TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH ORM � Ti�lill TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME r l j r MIAMI-DADE COUNTY APPROVED I MULLION & MULLON ANCHORS 1 SEE SEPARATE NOA I EDGE 1 I DI$T-I. I , I II LL + -IJ EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/B' MIN. r`x 7 2-3/8' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 24'. THE USE OF DEEPER OR BEVELED W00DBUCKS IS PERMITTED. BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida • • guiidin8 Code • NOA-Nod • 1 t>,0-a�28.13 �ExpI�Ll1�L D. e 0/22I2020 MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA Product Ot 11AY 1 1 2 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY GUI HOUSE WRAP NOT BY GUI TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS -SEE ELEV. FOR SPACING W000 STRUCTURE 1/4' MAX. NOT BY CGI GP 1/2" MIN. HOUSE WRAP NOT BY CGI TYPICAL ANCHORS: SEE ELEV. FOR SPACING g8 SMS (Fu = 74 K51 MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD BUCK WIDTH •• • • • • • FTEIQR •e • • • • • • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • • •• • • • • • • • • •' • •• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • PRODUCT REVISED • • • •so complyt•gwit• dM Florida • *Building �Soodd •Non -Nos 615-0929.13 • • •F• piratloy• Bdte 09 I2020 • • By Mtam • Product Control • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • FIN FRAME 1/4" MAX. GAP 1/2' MIN. 92 '�Q •',9 OF ' IaAY % 1 20 ,/ ....(DAM .•''G\� drawing no. W10-18 sheet 8 .of 11 r 'l 4 V io o ITEM PART / QUANTITY DESCRIPTION MATERIAL MANT./SUPPLIER/REMARKS E1 CGI- 100 - FRAME JAMB 0 FIXED GLASS 6063-T6 CCI EXTRUDER E2 CGI-113 - FRAME SILL 6063-T6 CGI EXTRUDER AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (306) 2648100 FAX (305) 262.8978 i i a V E3 CCI-102 - FRAME HEAD 6063-T6 CGI EXTRUDER E4 CCI-103 - MEETING RAIL 6063-T6 CGI EXTRUDER ES CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER E6 CGI-105 - HANDLE RAIL 6063-T6 CGI EXTRUDER E7 CGI-106 - SASH RAIL 6063-T6 CCI EXTRUDER E8 CCI-107 - 5/16' GLAZING BEAD 6063-T5 CCI EXTRUDER CGI-108 - 0.700" GLAZING BEAD 6063-T5 CGI EXTRUDER CGI-109 FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER El CGI-110 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER CGI-135 - TF FRAME JAMB 0 FIXED CLASS 6063-T6 CGI EXTRUDER E13 C01-136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER MEM CGI-139 - TF FRAME JAMB 6063-T6 CGI EXTRUDER CGI-140 - 1" MUNTIN 6063-75 CGI EXTRUDER E16 CCI-141 - 2.5" MULLION 6063-T6 CGI EXTRUDER E17 CCI-605 - SCREEN FRAME 6063-T5 CCI EXTRUDER ET8 CGI-114 - SILL SNAP IN 6063-76 CGI EXTRUDER < 1 `4' CGI Windows and Doors. Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 pre_ (305) 593-6590 FAX. (305) 593-6592 El CCI-115 - SILL FILLER 6063-T6 CGI EXTRUDER E20 CCI-116 - FRAME JAMB 6063-76 CGI EXTRUDER E21 ® - HD LOCK RAIL 6063-T6 CGI EXTRUDER CGI-138 - 7F FRAME SILL 6063-T6 CGI EXTRUDER E23 CGI-109 - FRONT FIANCE ADAPTOR 6063-T6 GGI EXTRUDER M1 CGI-382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CCI-111 - SCREW COVER (OPTIONAL) PVC - M3 CGI-112 3' 0 ANCHORS EQUAL LEG COVER/SHIM PVC - M4 - 0.700' X 0.040" BEN GE1200 SILICONE SILICONE GE M5 - 0.700" X 0.040' BEAD DOW 995 SILICONE DOW M6 - 0.700' X 0.040' BEAD DOW 899 SILICONE DOW M7 - 2/ LRE SETTING BLOCK EPDM OUROMETER 80f5 SHORE A M8 - - PROTECTO WRAP WATERPROOFING OR EOUN. - M9 684 - ROLLER TRACK PVC - M10 CCI-128 2 PER SASH ROLLER HOUSING NYLON - c-, description UPDATED TO 2014 FBC NO CHANGE TICS SKEET IN0 CHANGE TK5 SHEET 2 'z M11 • W23201 NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR EOUN. M12 CGI-129 I PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M 391-N 1 PER SASH ANTIUFT BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PP1 - -o M16 CCI-134 - JAMB SPACER PVC PROTOTYPE OR EOUN. PRODUCT REVISED M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EDW. with the Florida as compCCI-132 MI8 2PER W0. 2' SASH STOP PVC PROTOTYPE dying Building Code HEAD SCREW COVER PVC PROTOTYPE NOA-NO. 15-0929.13 r n M19 M20 CCI-111 CGI- 125 0 FR. 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M Expiration Date 09/2212020 0 1 :: v S n - : ? N w a 8 N ® - VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EOUN • • • fL� • • • • MIa1fi - Product Control m 0 u e . e S2 - 2 OR 3 PER CORNER # 10 X 1 1/4" LC. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - • • • • • • • • 53 - 1 1/4" EMBED. / 8 X 1 1/2' LC. PHL. PH. SMS. FIN ANCHOR SCREW • •• • • - • •--Y•-4 • ••• • • • • - • `-��— g .v A v 1,4 u a S4 - 4 PER WO. / 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW - • • • • • • • L`1111111111T/7 • • • • • �JPi�. Af�'�I?,Q7,N S5 2 PER WD. / 8 X 1' LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY �' CIcNB '•� �i S6 - - _ / 6 X 1/2' LG. FH_ SMS. 0 CGI-133 & CAM LOCK - - S8 - 4 OM. RAIL / 10 X 4' LC. PHL. PH. SMS. ST/ST. ASSEMBLY MEETING RAIL - - . 7" 92 59 - 2 PER ANTILIFT / 10 X 5/8" LG. PHL. PH. SMS. ST/ST. ANT1LIFT SCREW - • • • • •T'-7 ill • • • • • • • • • • 1 .A• •. �Y = / • •• • • •• • • •• %O TE OF k/� ,6 ... MAY 1 1 201�,, ...'OR�D'.'.•'G.� 'i7� . NAL V1'V drawing no. W10-18 Sheet 9 of l f) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.101 2.646 2.440 1.015 .065 TYP. 1.155 FLANGE FRAME HEAD 1.301 FLUSH FRAME HEAD E4 MEETING RAIL .065 1.550 .050J 1.395 1.680 NAIL FIN ADAPTER 1 1 .7 II-�•IF•-.050 TYP. -1I.864 E8 5/16" GLAZING BEAD .120 .701.050 TYP. -1I .864 .700" GLAZING BEAD 1.015 I.- 4.430 3.685 .065 TYP. .140 2.685 2.440 FLANGE FRAME SILL 1.015 3.930 .065 TYP. 3. 85 2.440 FLUSH FRAME SILL 2.865 LOCK RAIL --1.496� 2.264 1.255 .060 TYP. SILL FILLER .180 8 FLUSH FRAME COVER --1.449- 293 .060J 1.413 . SCREW COVER 2.737 2.505 .065 TYP. 2.613 1.000 L"-.991-- 3.237 FLANGE FRAME JAMB (MOVING) (----2.737 ' 2.505 .065 TYP. 2.613 500 991 2.737 FLUSH FRAME JAMB (MOVING) -1.788 1 015 .065 1 TYP. 7 2.310 1.220 . 1 - 1.043 - ALT. LOCK RAIL 1.450- .180 E23 FLANGE ADAPTOR .811 2.505 1.015 065 TYP. 1.000 1 745 E12 FLANGE FRAME JAMB (FIXED) 1.245 E1 FLUSH FRAME JAMB (FIXED) 1.043 E6 HANDLE RAIL O SASH RAIL • •• • • • • • • • • • • • • • • • •' • • • • • • • •• • • • •• • • • •• •• • • • • • • • PRODUCT REVISED as complying with the Florida • ' • ■ull•iasCode • • • • • NOA-t00. 19-0929.1111 •• • • •• ixpirayon Dote d9/2 I20221 • • • •• • •• • By MIa - de Product Control 1.AY 1 1 20 P•Q. •'` GENSF� �� 2 ATE OF �'••.RoRLoR••'G� COMP-ANUW10-03CCI o u 99222 a 0 0 0 9 8 8 d 9 8 • • • 8' e drawing n0. W10-18 sheet 10 of 11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • VENT TOP/BOTTOM CORNFCS FIXED MTG. RAIL CORNER •• • • • • •• •• • • • • • • • 1!RAME tlOI l OM teRNER• PRODUCT REVISED es complying with the Florida • • • • Buigipg VPBi • •• • • • • P•WA-No. • 15-09a b3 • •• • •• • EgplrgtIon Pile 0212t20;0 • • • •• • • • • •• ••• • BY• • • Mlaml-Dp9 Product Control • • •• \`tt %tU I1IU\ fA U� sF• 1'AY 1 1 201 ..9f9 .;5 ,.� 11 tlllllittt FAX. (305) 593-6562 OM oQi`gg ;19222 Q w e°a o 2 E drawing no. W10-18 sheet 11 of 11 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION CE (NOA) CGI Windows and Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.Qov/economy COPE: 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 Comity Product ontro; Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade etuni'y) resgrvictlle right to have this product or material tested for quality assurance purposes. If this plbtithL•t¶r matei1al•fails td perform in the accepted manner, the manufacturer will incur the expense of such•tesfhng and the AHJ ma): immediately revoke, modify, or suspend the use of such product or material within Their juriscicIions RE11 • • • • reserves the right to revoke this acceptance, if it is determined by Miami -Dad; gt�gty Prgduc� Control •Section that this product or material fails to meet the requirements of the applicable,bttytding code.;•. • This product is approved as described herein, and has been designed to comply itlt.tlae Florida.Building Code, includin • .• • DESCRIPTI APPROVAL : Series "238" Outswing Aluminum Casement Window - L.I4I.• • . • . ing CasemUt: Wdw. • • • • • (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATIN : Large and Small Missile Impact Resistant LABELING: Each unit shall • - • a • - _ • name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise 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. e—NO-A—namber-preeeded—by-the—words--Miami-Bade—County,—Florida,--and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0506.01 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAM1•DADE COUNTY APPROVED NOA No. 15-0512.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 Page 1 • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1; 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading p .PBC TASZQ2-94 . • 2) Large Missile Impact, Test per FBC, TAS 201.4 1. • • • • • • • 3) Cyclic Wind Pressure Loading per FBC, TA•R 2O '94 • along with marked -up drawings and installation diagram of a series 7500 PSLC•lixed ' • window, to qualify DuPont "Butacite" PVB interlayer, Durase41N l Sup;r facer® • • insulating glass spacer, prepared by Certified Test Laboratories�.7ast'RepoftNo.' CTLA-3056 WA, dated 03/03/15, signed and sealed by Rame t Q 1:ate1, P.E? • • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading tier FBA TAS.202:94 2) Large Missile Impact Test per FBC, TAS 2 i- : :.. • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 •.; along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. 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) L e-Missile4mpact Test perC, TAS 201 9 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C tt;1, P.E. (Submitted under previous NOA # 14-0506.01). Manuel Pe P.F. Product Control : iner NOA No. 15- i 12.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .B. TESTS (CONTINUED) 5. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida; Inc., Test:RepOrt No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Herty.IYa=tem, P.$.. •.• • (Submitted under NOA # 12-1220.14) • 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading per FBC, TABS-94 • 3) Water Resistance Test, per FBC, TAS 202-44. •„ • • • 4) Forced Entry Test, per FBC 2411.3.2.1, and.rAS .' along with marked -up drawings and installation diagram of:at? pltuninum easement window, prepared by Hurricane Testing Lab., Inc., Test Reports'' No. :f I;,.0080- 0301-07 for specimen A and B, and HTL-0080-0905-07 for spain n B C, date3 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. •.: (Submitted under NOA # 08-1010.02) 7. Test reports on: 1)-Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitled_und.03) • • • • Manuel'Pere Product Control Ex mi er NOA No. 15-0 12.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-2 • . CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report for FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by.Y`arOil Kurt.$.. . • •• .. •. (Submitted under NOA # 96-0417.03) C. CALCULATIONS •• • •'•' • • 1. Anchor verification calculations and structural analysis, complyjgg. with FJ3C,—a010, • • dated 4/24/14, prepared by A1-Farooq Corporation, signed and.sealaa by Javaol.' . Ahmad, P.E. • • (Submitted under previous NOA # 14-0506.01) • 2. Glazing complies with ASTM E1300-09 • • •• . •. • ... . • 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 "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on OS/21/16 atgle10 Manuel Pere Product Control Ex' min r NOA No. 15- I .19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying ,with FBC- 5'h Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen^ A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurriatia Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed anJ at JPd by�T. Abraham, P.E. •.•..• (Submitted under NOA # 08-1010.02) • 4. Laboratory compliances letters for Test Reports No. HETI-08.2/43, •• HETI-08--2144, HETI-08-4287 and HETI-07-4298, issued by ffurrican: •• • • Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all $lgrnd and SeAted•by Candido F. Font, P.E. • (Submitted under NOA # 08-1010.02) • 5. Laboratory compliance letters for Test Reports No. HTL-0086+-03 -96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/0679 gnd • 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01=1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as DuraseallD and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, -P.E., Supervisor, Product Control Section. • .• G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring in 10/26/18_ Manuel Product Control Ex. r NOA No. 15-05 2.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-4 GENERAL WINDOW SECTIONS .. . � COMP -ANL\W98-1000G1l FLANGE FRAME 11g llill VENT WIDTH WW-2" �Y O D.L. OPG. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX (305) 2626978 WW-7" 6" MAX. TAP. HEAD/SILL 0 r j CORNERS CJ I I / O 0 tl / vs, " _ © U I CAM LOCKS 0 2 LOCK POINTS I I 1( =__w----,- id go 8 r r ALL SIZES R-- n / / io i Wt,.� I� N © SNUBBER AT IMPACT WINDOWS ONLY 7755 `: W ' _ - i w iv a • n / =/_=71c= oYt--= / / II //� /�/ 0 0 p ®� PI o Z Z Wj o; ii y1 =� 3F--- TI SURFACE APPL 8 _Y �,■yy FALSE HUNTi OPTIONAL 11.1--raElEEJ II \1:7 II II 11 OUTSWING CASEMENT WDW. (LM. CGI WINDOWS & DOORS INC. 10100 N.W. 25TH STREET MIAMI. FL. 33172 rEL. (305) 593-6590 FAX. (305) 593-6592 t'jT1 - II I� \ x _ ;lam b e FOR GLASS TYPES, �,.� , yi 0 ' O REFER TO SHEETS 3 AND 4. 1/2" g O 1' co VENT WIDTH D.L. OPG. D.L. OPG. VENT 2 WIDTH 1" AT"HEAD••/SILL TYPICAL ELEVATION WINDOW WIDTH WINDOW WIDTH (FLANGE FRAME) EXTERIOR � a MAXIM MULTI POINT BY TRUTH. ALT. TO CAM LOCKS LOCK 111 MULTI POINT LOCK � BY INTERLOCK' ALT. TO CAM LOCKS r ia� MAX. WOW. LOCK ►' ��_ HEIGHT POINTS //� I MAX. WOW. HEIGHT LOCK POINTS o �l� • 42' 2 IOI 38• 2 iescrjption_ _ ,I IEV. PER PER COMMENTS ,ENERAL REVSiON 10 CHANGE THIS SHEET O O, 83" 3 O�• '� 56" 3 i 11 1 I 84" 4 �� 74" 4 3 0 0 ,: y'1 •^■ �1P� 84' 5 ?i_ i:.. �1 .o0 1 )© /\\vim\--�\ % �+ ii((i%I vf�, —THESE-WINDOWS-ARE-RATED-FOR-LARGE &SMALL--MISSfLE-IMRAC T. =V�L1' V .a SHUTTERS ARE NOT REQUIRED. INSTRUCTIONS ` ••• • • • • • •• N v" ". USE CHARTS AS FOLLOWS. 0 ••• I NOTES. • • • FOR MULLION/MULTIPLE UNITS, REFER TO ,. rr-. g, g g • • • • • • • • • • • SEPARATE CGI MULLION N.O.A. - THIS PRODUCT HAS BEEN DESIGNED AND TESTED T00C018PLY•Wryrl TUE • •• STEP 1 DETERMINE DESIGN WIND LOAD REOUIREMENT BASED REOUIREMENTS OF THE FLORIDA BUILDING •• -. `ODE #WDING•HIGH VILOCITI • •- ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE HURRICANE ZONE HV USING APPUCABLE ASCE 7 STANDARD. ( HZ). m ot STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER Engr: JAVAD AHMAD CIVILPRODUCT REVISED Q CAPACITY OF DESIRED GLASS SIZE/TYPE. LOADS TO THE STRUCTURE. • • ` • • STEP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION ANCHORS SHALL BE AS LISTED, SPACED S J N ON LIILS, 1:110RS FIA. PE 70592 • • • C.A.N. 3538 as complying with the Florida Building Code Acceptance No 17"0.512.19 I a _ EMBEDMENT TO BASE MATERIAL SHALL Bj BEY ND WALL$ ESSING OR STUC� WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Y • : IN STEP 1 ABOVE. • • • ANCHORING OR LOADING CONDITIONS 1I)T SH0h IN•THE�E DETAIL: �iRE : • 4 2015 E 'ratio r Dale 2Q)$ S ( `..� - - .5 —T IF ALUMINUM BUCK SYSTEM IS USED USE CHART OM NOT PART OF THIS APPROVAL. • • • STEP 4 • • • • • • • • • DY fi •n a k Produtf -drawing no. 9 SHEET 7 TO DETERMINE CAPACITY. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 W98-1 OOJ ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND • NON -COMPRESSIBLE. SHALL APPLY TO ENTIRE SYSTEM. sheet f of 7 ••• • • • • ••• • • • a • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • ' WINDOW WIDTH VENT WIDTH iimiU ,11 I GENERAL WINDOW SECTION$ WW-1 1/2" D.L. OPG. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI. FLORIDA 33174 TEL. (305) 2648100 FAX (305) 262.6975 ', COMP-ANL\W98 EQUAL LFG FRAME WW-6 1/2" 6" MAX. TYP. HEAD/SILL CORNERS I I / ex II I 1. U 02 Lt1 II / I o - _ 1 a+ x W ©r1 rU� CAM LOCKS Y O 2 LOCK POINTS S = . N : a 0 N _ _/ —Y--Yi / —` = st—'3C__= 11 /// i W Z D.L. OPG. ALL SIZES 3 J 'O I \ I I // 1 11 t f zz ; ; 11 3F= SURFACE APPLIED C SNUBBER W (AT IMPACT WINDOWS ONLY 5555 ' ; _ \ �� Ir Ty ii 11 \ II FALSE HUNTINS OPTIONAL ( SERIES-238 ALUM OUTSWING CASEMENT WDW. CGI WINDOWS & DOORS INC. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FM. (305) 593-6592 j 0 rr I \ If L � Ya 1^^• © 124' MAX. TYP. �afl1i- AT HEAD/SILL -- r TYPICAL ELEVATION `n♦r� t (EQUAL LEG FRAME) ' AN, © ©ry D.L. OPG. FOR GLASREFER TO TYPES, 01. opc. 2 1/2" 3/4" VENT WIDTH SHEETS 3 AND 4. VENT WIDTH 3/4" WINDOW WIDTH WINDOW WIDTH EXTERIOR MAXIM MULTI POINT LOCK NT 'TRUTH' 9R MULTI POINT BY 'INTERLOCK' ALT. TO CAM LOCK LOCKS ALT. TO CAM LOCKS MAX. WOW. LOCK '\ MAX. WDW. LOCK i HEIGHT POINTS HEIGHT POINTS 42" 2 36" 63" 3 56" 3 y , a o 11 64" 4 ° 74" r�1J _EI 64" 5 S2 x • • • • • • •• w a . 00 • • • • c g 3 • • • • • 2 O �`' I Engr. JAVAD CML F7A. PE CAN AHMAD 7oS92 �536 PRODUCT REVISED at complying wish the Florida - etn © InJ'JU • • •• ••• • • •• UIulding Code Acceplalke No ��'QJ1Z•Iq .. ,. " I� © Y S• ••• • • • • • Ex iretioo Dote ¢04q v tRtJ X JJI u) . _� • • •• • • • • ..__. Sdrawin m A A c, • • • • • • • • • • • 1110 • • • • • • • : • ••• • • • c k fly Mien, ode Product Control 9 no. , W98-100' sheet 1.lof 7 • • • • • ••• • • • • • • • • • • • • • •••. • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VENT CORNER ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUN. FRAME CORNER O CORNER KEY .060 THICK ST. STEEL 2 5/8' 100 �l CORNER KEY l .062 THICK ALUMINUM O FLANGE FRAME IA EQUAL LEG FRAME ITEM PART / QUANTITY DESCRIPTION MATERIAL MANE/SUPPLIER/REMARKS 1 CGI-373 4 FIANCE FRAME 6063-T6 INOALEX OR EQUIV. 1A CO-397 4 EQUAL LEG FRAME 6083-T6 INDALEX OR EQUIV. 2 CO-378 4 VENT (5/16' LAM. GLASS) 6083-T6 INDALEY 0R EQUIV. 29 CGI-381 4 VENT (INSUL LAM. GLASS) 8063-T6 INDALEX 0R EQUN. 2C CGI-385 4 VENT (7/I6' LAM. GLASS) 6063-T8 INDALEX OR EQUN. 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 WDALEX OR EQUN. 3A COI-396 4 SQUARE GLAZING BFAD 6063-T5 INDALEX OR EQUN. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 8 AP-425 AS READ. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 Q250-K-190 AS READ. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE. AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) #8 X 3/8' 55 5M5 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) B8 X 3/8' SMS 9A - I/ VENT MULTI POINT LOCK - TRUTH 9B - 1/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAM8 FACING LOCK STEEL CCI, ATTACHED W/ (2) #10 X 3/8' SS SMS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) /8 X 3/8' SS SMS 11A - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK 12 30175 1 OPERATOR TRACK STEEL TRUTH. ATTACHFO W/ (2) /8 X 3/8" SS SVS_ 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - j110 X 1-I/4" SS SMS • • •• • • • • • • • • • • • •• • • • • •• • • • •• • • • •• • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • Q VENT 5/16" LAM. GLASS) 0 VENT INSUL. LAM. GLASS) 0 VENT (7/16" LAM. GLASS) 3Q CGI-375: OGEE GLAZING STOP /53 .80�—�� ���.830 617 L-- 3AQ CGI-396: SQUARE GLAZING STOP Engr: JAVAD AHMAD CML FUANPE.538 70592 C 2015 PRODUCT REVISED m complying with We Florida Acceptaldingnce Code 15"0512.1g acre Nalu�e No Gx iralion Thee Tvliem uk Product Co J 8 th COMP -ANL\W98 -100CGO k I I 14992 ar drawing no. W98-100 Lheet 2 of 7 1/8" ANN. GLASS .090" Soflex Clear And Color Glass4 F- By 'Eoslmon Chemicol Co.' INTERLAYERS-1 .090" Butocite PVB By 'Kum ray America, Inc.' 1/8" ANN. CLASS SILICONE GE-1200 DOW 995 DOW 899 5/1f1" NOMINAL GLASS TYPE "2' 3/16 ANN. GLASS INTERLAYERS- 1 _ .075" Sollex CP With PET Core By 'Eastman Chemicol Co.' .090" Soflex Clear And Color Gloss By 'Eastman Chemical Co.' .090" SentryGlos By 'Kuraray America, Inc.' .090" 8utacite PVB 8y 'Kuraray Americo, Inc.' 3/16" ANN. GLASS 7/16" NOMINAL GLASS TYPE '3' WS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) 1NT. (-) 20" 24" 28• 30" 32" 36" 40" 42" 110,0 194.3 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 36, 110.0 138.8 110.0 195.0 110.0 195.0 110.0 129.5 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 107.9 107.9 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 20' 24' 28' 30" 32' 36" 40" 42' 42" 110.0 166.5 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 118.9 110.0 195.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 104.1 104.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 63.3 83.3 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 60.0 60.0 20' 24' 28' 30' 32' 36' 48, 110.0 145.7 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 103.8 104.1 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 91.1 91.1 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 40' 42" 72.8 72.8 110.0 120.11 110.0 1200 69.4 69.4 110.0 120.0 60.0 60.0 20" 24" 28" 30' 32" 36" 40' 42" S4" 110.0 129.5 110.0 195.0 110.0 195.0 98.0 107.9 110.0 195.0 110.0 195.0 86.2 92.5 110.0 120.0 110.0 120.0 84.4 86.3 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SILICONE GE-1200 DOW 995 ➢0W 899 3/16" HEAT STREN'O GLASS .075" Soflex CP With PET Core - By 'Eoslmon Chemical Co.' .090" Soflex Clear And Color Glass - By 'Eastman Chemicol Co.' .090" SentryGlos By 'Kuraray America, Inc.' .090" Bulocite PVB By Kuraroy Americo, Inc.' 3/16" HEAT STREN'D GLASS INTERLAYERS- 7/16" NOMINAL GLASS TYPE '8' SILICONE GE-1200 DOW 995 DOW 899 SQUARE BEAD OPTIONAL ALL GLASS TYPES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. WIDTH 20" 24" 28" 30" 32" 36' 40' 42' GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' HEIGHT EXT, (+) 1NT, (-) EXT. (+) INT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) E1R. (+) INT. (-) EXT. (+) INT. (-) 60" 98.8 112.6 110.0 195.0 110.0 195.0 85.8 95.4 110.0 195.0 110.0 120.0 76.7 73.2 70.2 64.8 83.3 77.7 72.8 64.8 20" 24" 28" 30' 32' 36' 40" 20' 24' 28' 30" 32' 36' 66" 72" 88.7 73.4 64.2 60.6 66.4 56.1 48.9 46.0 43.6 32" 36 76' 20" 24" 28' 30" 32" 78' 86.7 73.4 84.2 60.6 110.0 110.0 110.0 110.0 60.0 60.0 110.0 110.0 110.0 110.0 110.0 60.0 120.0 120.0 120.0 120.0 60.0 60.0 195.0 120.0 120.0 52.0 43.8 38.1 66.4 56.1 48.9 46.0 43.6 60.0 110.0 110.0 110.0 110.0 110.0 20.0 120.0 60.0 60.0 195.0 120.0 120.0 120.0 120.0 110.0 110.0 110.0 110.0 60.0 60.0 110.0 110.0 110.0 110.0 110.0 60.0 120.0 120.0 120.0 120.0 60.0 60.0 195.0 120.0 120.0 52.0 43.8 20' 24' 28" 30' 32' 84" 41.5 34.9 41.5 60.0 60.0 80b 110.0 110.r 11.0 11 .r 60.0 11d.s 60.0 60.0 60.0 110.0 110.0 110.0 110.0 110.0 60.0 60.0 120.0 120.0 60.0 19-1/8" 26-1/2' 37" 42' 19-1/8" 26-1/2' 37' 42' 25" 38-3/8" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 145.4 110.0 195.0 110.0 110.0 110.0 128.1 190.6 110.0 110.0 195.0 * 195.0 110.0 110.0 195.0 195.0 195.0 110.0 137.5 110.0 195.0 110.0 195.0 98.5 98.5 110.0 194.5 110.0 120.0 86.8 86.8 110.0 120.0 110.0 120.0 60.0 120.0 120.0 120.0 120.0 120,0 60:e 60.0 1200. 110.0 110.0 0.0 120.0 • 120.0 • 60.0 • 60.0 60.0 600 120.0 120.0 1ZL1 D• 60 2• g0.0• 111111) 2r.r •60.01 0 180.0 120.0 34.9 110.0 120.0 110.0 19-1/8" 26-1/2" 37" 42" 19-1/8" 26-1/2" 37" 42' 19-1/8" 26-1/2' 37" 37" 50-5/8 63" 74-1/4" 77" 110.0 144.5 110.0 195.0 110,0 195.0 110.0 98.7 104.2 110.0 110.0 195.0 120.0 120.0 195.0 110.0 110.0 110.0 110.0 195.0 120.0 120.0 195.0 74.9 77.9 110.0 120.0 110.0 120.0 80.0 60.0 110.0 120.0 110.0 120.0 63.0 63.0 60.0 110.0 60.0 195.0 60.0 110.0 60.0 120.0 46.6 46.6 110.0 120.0 110.0 120.0 59.8 56.3 59.8 55.3 59.8 56.3 59.8 56.3 • • •• • • • • • • • • • • • • • • • • • - 110.0 120.0 54.5 54.5 - 54.2!•51.2 46.3 • 48.3 •48.3 NOTE; LOAD/AREA LIMITS FOR +110.0, -120.0 +110.0, -195.0 PSF PSF • 51.2 •• • • • • • • •• • • • • • • • = 16.34 SQ. FT. = 10.00 SQ. FT. • • • •• • • • • • • • • • • • • • • • • • • •• * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' IS -USED ** ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 Engr: JAVAD AHLUD CML FLA. PE j 70592 C.AN. 3538 015 PRODUCT REVISED as complying with the Florida 1311ilding Code OSI�,lq Acceptance No lD" Bspirali I Date a=1 �/. • /8 By Minn Dade Product 3 rc r�. 0 0, a P 5 2 8 5 3 .o 0 7. Y drawing no. W98-100 sheet 3 of 7 • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• -1/8" TEMP. GLASS c I/O" TEMP. GLASS AIR SPACE AIR SPACE 4 u' 1� \ J �� - --COMP—ANL\W98-1o0CG 1/8" ANN. INTERLAYERS- GLASS 1/B" ANN. SILICONE GE-1209 00W DOW _ .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Sall. Clear And Color Glass By 'Eastman Chemical Co.' _ .090" SentryGlos By 'Kuraray Americo, Inc.' .090" Butacite PVD By 'Kuraray Americo, Inc.' GLASS 995 899 1 /8" TEMP. I NTERLAYERS- GLASS 1/8" TEMP. SILICONE GE-1200 DOW DOW _ .075' Saflex CP With PET Core By 'Eastman Chemical Co.' _ .090" Saflex Clear And Color Gloss By 'Eastman Chemical Co.' _ .090" SentryGlos By 'Kuraray Americo. Inc.' -_ .090" Butocile PVB Hy 'Kuraray America, Inc.' SQUARE BEAD GLASS OPTIONAL ALL GLASS TYPES 995 899 AL-FAROOQ CORPORATION I ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE 1 MIAMI, FLORIDA 33174 • TEL (305) 264-8100 FAR. (305) 2614970 ;I XL EDGE SPACER 'CARDINAL' - XL EDGE SPACER STEEL BY 'CARDINAL'' SETTIBLOCKS ST. STEEL BY OR BY 'QUANEX' SETTEE BLOCKS ST. OR EPDM OURASEAL BY 'QUANEX' /OURASEAL 2/ING TE EPDM DUROMETER 85E5 OR DUROMETER 85E5 OR SUPER SPACER BY 'QUANEX' 3/4" INSULATED SUPER SPACER BY 'QUANEX' 3/4" INSULATED GLASS TYPE '2A. GLASS TYPE '3A' '' -_, PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 IHRU 7 FOR INSTALLATION OETMLS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REOUIREO REFER TO SHEETS 5 1HRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS iEERIES-238 ALUM OUTSWING CASEMENT CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) 20" 110.0 194.3 110.0 195.0 20' 98.8 112.6 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 24" 110.0 181.9 110.0 195.0 24' 85.8 95.4 110.0 120.0 26-1/2" 110.0 203.0 110.0 195.0 28" 110.0 138.8 110.0 195.0 28' 76.7 83.3 110.0 120.0 37" 26. 110.0 145.4 110.0 195.0 30" 110.0 129.5 110.0 195.0 30' 73.2 77.7 110.0 120.0 42° 110.0 128.1 110.0 195.0 * 32' J6„ 110.0 121.4 110.0 195.0 32" 60" 70.2 72.8 110.0 120.0 19-1/8" 110.0 190.6 110.0 195.0 36' 107.9 107.9 110.0 195.0 36" 64.8 64.8 110.0 120.0 26-1/2" 110.0 137.5 110.0 195.0 40' 97.1 97.1 110.0 120.0 40' 60.0 60.0 - - 37'' 38 3/8' 98.5 98.5 110.0 120.0 92.5 110.0 120.0 42" 60.0 60.0 - - 42" 86.8 86.8 110.0 120.0 42' 20' 92.5 110.0 166.5 110.0 195.0 20" 86.7 86.7 110.0 169.0 19-1/8" 110.0 144.5 110.0 195.0 • 1 LOCK OPTION ADDED REV. PER RER COMMENTS GENERAL REVISION INTERLAYER h SPACER REV. L. 24' 110.0 138.8 110.0 195.0 24" 73.4 73.4 110.0 120.0 26-1/2" 99.7 104.3 110.0 195.0 28' 110.0 118.9 110.0 195.0 28' 64.2 64.2 110.0 120.0 37" 50-5/8' 74.7 74.7 110.0 120.0 30" 110.0 111.0 110.0 195.0 30- 66" 60.6 60.8 110.0 118.2 42" 65.8 65.8 110.0 120.0 32" 42" 104.1 104.1 110.0 120.0 32" 57.5 57.5 110O 112.2 19-1/8' 96.7 104.2 110.0 195.0 36" 92.5 92.5 110.0 120.0 36" 60.0 60.0 - - 26-1/2" 74.9 77.9 110.0 120.0 40" 83.3 83.3 110.0 120.0 40' 60.0 60.0 - - 37' 63" 60.0 60.0 110.0 117.0 42- 79.3 79.3 110.0 120.0 20' 66.4 66.4 110.0 120.0 42" 60.0 60.0 - - 20" 110.0 145.7 110.0 195.0 24' 56.1 56.1 109.3 109.3 19-1/8" 63.0 63.0 110.0 120.0 24" 110.0 121.4 110.0 195.0 28" 48.9 48.9 95.3 95.3 26-1/2" 74--1 jr 46.6 46.6 90.9 90.9 28" 104.1 104.1 110.0 120.0 30' 72" 46.0 46.0 89.8 89.8 JT 59.8 59.6 - - NOTE: « „ « ", < .n 30• 97.1 97.1 110.0 120.0 32' 43.6 43.6 85.0 $s.o TW • • eV • .xj+.3 • ss.3 • - • - GLASS CAPACITIES ON THIS SHEET ARE 2 o n N 32' 48" 91.1 91.1 110.0 120.0 36' 60.0 60.0 - - • " BASED ON ASTM E1300 09 (3 SEC. GUSTS) �* v 0 0 O i _ 6 80.9 80.9 110.0 120.0 32" 60.0 60.0 - LIMT L,iA L0AL5•T0•71w P•P • • AND FLORIDA BUILDING COMMISSION '•lliTL�OCM ) J6' 40" 72.8 72.E 110.0 120.0 36' 76' 60.0 60.0 - - JyHEN .A TI *OINK LOCK Wl' 9B • • Ts IJ E,• • � • • DECLARATORY STATEMENT DCA05-DEC-219 • • • p f--,.-� 42' 69.4 69.4 110.0 120.0 20' 52.0 52.0 101.3 101.3 • • • • Engr: JAVAD AHMAD 1 20" 110.0 129.5 110.0 195.0 24" 43.8 43.8 - 85.4 85.4 ** SIZE X 77" APPLICABLE TO FLANGE FRAMES ONLY PRODUCT REVISEDE 1 24' 98.0 107.9 110.0 195.0 28' 78" 38.1 3$.1 74.3 74.5 SEE SHE1 FLA. PCRAL 70592 CAN. 3538 emptying with the Florida aecon1p y'r8 wi �' 28' 92.5 92.5 110.0 120.0 32' 60.0 60.0 - - • • • • • • • • • • • • • Building Code Acceplallue No )_ 0512. tq 8 30" 84.4 88.3 110.0 120.0 20" 41.5 41.5 80.8 80.8 • • • • • • 7aliml Dalc �f� 32" 54" 80.9 80.9 110.0 120.0 24' 34.9 34.9 68.0 68.0 • • • • • • • • • • • • • • • • l 901� By r 1 drawingo 00. J6' 71.9 71.9 I f0.0 120.0 28' 84" 54.5 54.5 - - • • 11GTE: • • • • • • • • • • •LOAD/AFi�A C l Mi Dada Prod,o 40' 64.8 64.$ no.o 120.0 Jo' 51.2 51.2 - - LIM•TS • PSF = 16.34 SO. FT. W98-100 42" 61.7 61.7 110.0 120.0 Jz' 48.3 48.3 - - FOR +110.0, -120.0 +110.0, -195.0 PSF = 10.00 SO. FT. sheet 4of 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) U �� 5 0 I FOR ANCHOR PERFORMANCE VALUES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION •ter SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8" THK. MIN. AL-FAROOQ CORPORATION ENGINEERS d{ PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648300 FAX. (305) 262-6978 COMP-ANL\W98 ''" 1 3�/8" �'' SEALANT Falk 1 { SEALANT i. I•I i I I i_=i ow 1 9{ I OPAIRMEEM Q .a �I .1 ...F.,` 2 1/8' • . .1' — °.x s ..= .1" d a ° MIN. ° 2-1/2' MIN' MIN. 2-1/2" MIN MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' z = 93 w CGI WINDOWS & DOORS INC. 1 10100 N.W. 25TH STREET MIAMI, FL. 33172 IV TEL (305) 593-6590 FAX. (305) 593-6592 J MATERIAI. PRESSURE TREATED MATERIAI: PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DFTAII ATTACHMENT TO ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION �r-r=T 1/a' MIN. TYPICAL SEE SEE ANCHORS ELEV. FOR SPACING SHEET 6 FOR DESCRIPTION 1 3/8" I SEALANT SEALANTIr 1� M xM \ x• g i 3 iV \ r9\11n40011111111%IR L___1 D. o` ' ? h E 9 _ ' a c 2 7/e' j - Q a d 2 1/8' a V BUCK INSTALLATION BY OTHERS a c ° .° MIN. BUCK INSTALLATION BY OTHERS ATTACHMENT TO 1" MIN' 1" MIN APPROVED MULLIONS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MATERIAL. -idATERIAL,_PRESSURE IB . I I TYPICAL INSTALLATION DETAIL TYPICAL INTALLATION}tt D} o orontlg o « -' 3 ON ALL FOUR SIDES/USING WOOD t.''ETAI,LL.�, ON ALL FOUR SI U IN • •• •• •• i V •`WV9 E max_ r ALUM CHANNEL • • • • • • • • • • • • • .•. • • • • • • • ^' o n - 0 - o x l: v 3/4' X I" AT ANCHOR X 3/4' X 1/8" 2-1/2" LONG LOCATIONS •••• Env: JAVAD AHMAD CML FIA. PE 70692 CAN. 3538 PRODUCT REVISED a9 comptyi�wiih am FlaWu Building Code (5'0512.t1 iiiiitri • • • • • • • • • • • • • •• • • • • • P.x imt u Dale ?018 drawing no. W98-100 WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER • • • • • • • • • • 1 • • • • • • • • • • ALT. ANCHOR LOCATION • • M 11y Dad Mien e Produci THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP ,sheet 5of 7 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 0• • • • •• •• ••• • • • 000 • • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) r'l I J o I AN ELEV. FOR SPACING SHEET 6 FOR DESCRIPTION FOR ANCHOR PERFORMANCE Kat VALUES -r• SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING 'SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8" THK. MIN. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 2648100 FANG (305) 2626976 pm L Z o' 1 3/8' ropy jICALCH0RS Z —ram. ��_ ►1 '��'� - ... I 2 1/8' III^^^ - i v' rN v 2 1X \ cvl�. a. t - \ MIN. 2-1/2" 1" MIN. MIN. SERIES-238 ALUM OUISWING CASEMENT WOW. (LM.I.),H CGI WINDOWS & DOORS INC. 10100 N.W. 25TH STREET MIAMI, FL. 33172 T. (305) 593-6590 FAX. (305) 593-6592 INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAI • PRESSURE TREATED }mIFRIAI : PRESSURE TREATED TYPICAL INSTALLATION DETAIL, TYPICAL INSTALLATION DETAIL ATTACHMENT TO ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTIJRFS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ___ rTj-11 -1/8' MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 SEE SHEEP 6 FOR DESCRIPTION I 1 3/8' I � descliption NO CHANGE TH6 SHEET HO CHANGE. THIS SHEET REV. PER RER COMMENTS NO CHANCE THIS SHEET NO CHANGE THIS SHEET I II II ___I a v o d 1 I2 7/8" IWWW------- d I I 2 1/8' ���III ° ° a Ilf••eee MIN. ATTACHMENT TQ BUCK INSTALLATION BY OTHERS ° ° BUCK INSTALLATION BY OTHERS APPROVED MULLIONS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPg :4'4,WOAD PE '4' ,S o v s g s a - PRESSURE TREATED • • • • • pUCIL 1' • • • • • RIATEGIAI :.PRESSURE TREATED .MATERIAL: TYPICAL INSTALLATION DETAIL • • • TYPICA 1 DIEM. • • • • • $ Q tt 3 . I S j ,--, g x J VSTALLAiIOI.• ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES•/USiIi WdbD • • • • • • • • • • • • • • • • • Eng JAVAD M MAD CML RA. 702 CAPEN. �53869 PRODUCT REVISED a complying wilh the Ilo' di Building Code Acaptallac No l5-OJo' l2. 9 • • • • • • • • • •• • • • • E 'ration Date 18 i drawing no. W98-1 OO • •• • • • • • • • • By WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • • • • • • • • • • • • 015 Mi Duk Product col sheet 5.1 of 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • AL—FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TV.. (305) 2648100 FAX (305) 262-6978 l �) COMP-ANL\W98-100CGI) PERFORMANCE VAI.UF.S OF INSTALLATION ANCHORS • REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR OETAILS ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP ANCHORS 1T/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP WINDOW DIMS. AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT ID" O.C. WINDOW DIMS. AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. WINDOW DIMS. AT 17" 0.C. AT 10" 0.C. AT 17' 0.C. AT 10" O.C. WIOTH HEIGHT EXT.(+)/INT,(-) EXT.(+)/lNT.(-) EXT.(+)/INT.(-) ExT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) D(T.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 20" 195.0 195.0 154.8 195.0 32" 133.2 195.0 76.4 122.2 19-1/8" 195.0 195.0 149.4 195.0 24" 195.0 195.0 129.0 172.0 36' 78" 118.4 189.5 67.9 108.6 26-1/2" 26" 195.0 195.0 107.8 161.8 28' 192.9 195.0 110.6 147.4 20" 195.0 195.0 119.1 190.5 37' 195.0 195.0 77.2 115.9 30' 180.0 195.0 103.2 137.6 24' 173.1 195.0 99.2 158.8 19-1/8" 195.0 195.0 151.9 195.0 32' 36, 168.8 195.0 96.8 129.0 28" 78- 148.4 195.0 85.1 136.1 26-1/2' 38-3/8' 191.2 195.0 109.6 146.1 36' 150.0 195.0 86.0 114.7 30" 138.5 195.0 79.4 127.0 37- 136.9 182.6 78.5 104.7 40" 135.0 180.0 77.4 103.2 32' 129.8 195.0 74.4 119.1 19-1/8" 195.0 195.0 153.5 191.9 42" 128.6 171.4 73.7 98.3 20" 195.0 195.0 132.7 195.0 26-1/2" 50-5/8" 193.2 195.0 110.8 138.5 20' 195.0 195.0 132.7 176.9 24' 195.0 195.0 110.6 165.9 37' I. 173.0 79.3 99.2 24" 192.9 195.0 110.E 147.4 28" 84" 165.3 195.0 94,8 142.2 19-1/8' " -138.4 . 195.0 123.3 195.0 28' 165.3 195.0 94.8 126.4 32" 154.3 195.0 88.5 132.7 26-1/2' 155.3 195.0 89.0 155.8 30" 154.3 195.0 88.5 117.9 37" 63" 111.2 194.6 63.8 111.6 32' 42" 144.6 192.9 82.9 110.6 42' 98.0 171.4 56.2 98.3 36' 126.6 171.4 73.7 98.3 19-1/8" 195.0 195.0 130.8 195.0 40' 115.7 154.3 66.3 88.5 26-1/2' 74-1/4" 164.7 195.0 94.4 151.1 SERIES-238 ALUM OU(SWING CASBIENT WOW. (L.M.1.),' CGI WINDOWS Sc DOORS INC. 10100 N.W. 25TH STREET MIAMI, FL. 33172 1 TEL (305) 593-6590 FAX. (305) 593-6592 42" 110.2 146.9 63.2 84,2 37' 117.9 188.6 67.6 108.1 20' 195.0 195.0 154.8 193.5 24' 195.0 195.0 129.0 161.3 28' 192.9 195.0 110.8 138.2 30" 45, 180.0 195.0 103.2 129.0 32' 168.8 195.0 96.8 120.9 I • • Y E 1. 0- S'A I G 38' 150.0 187.5 86.0 107.5 40' 135.0 158.8 77.4 96.8 1 /4" DIA. KWIK-CON II BY 'HII TI' (Fu=163 HSI, Fy-157 HSI) 42" 128.6 160.7 73.7 92.1 1/4' DIA. ULTRACON BY 'ELCO' (Fua177 KSI, Fys 155 KSI) zo 195.0 195.0 137.6 195.0 24' 195.0 195.0 114.7 172.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ze' 171.4 195.0 98.3 147.4 1-1/2" MIN. PENETRATION INTO WOOD 30' _ 160.0 195-0 91.7 137.6 THRU 1BY BUCKS INTO CONC. OR MASONRY 32' S4 150.0 195.0 85.0 129.0 __ �„ 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 36' 133.3 195.0 76.4 114.7+' DIRECTLY INTO CONC. OR MASONRY 40' 120.0 180.0 68.8 103.2 Fl _�1 e 4 " 4 " 42" 114.3 171.4 65.5 98.3 Fr--.1 1 " ^ c 2 N v o 31 H c� 1 ' " 2 A 5 1 9 n w a: d i n '" c' P A `z 20' 195.0 195.0 123.8 185.8 ; 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 24' 1e0.0 195.0 103.2 154.9 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") 2e' 154.3 195.0 8e.5 132.7 I INTO METAL STRUCTURES 30' 144.0 195.0 82.6 123.8 STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) 32' 60" 135.0 195.0 77.4 116.1 ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 36' 120.0 180.0 68.8 103.2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 40' 108.0 152.0 61.9 92.9 42" 102.9 154.3 59.0 88.5 TYPICAL EDGE DISTANCE -MASONRY --20--- 24' 4. .. 195.0 .. 195.0 .. 117.3 .. 164.2 INTO CONCRETE AND = 2-1/2" N. INTO WOOD STRUCTURE = 1" MIN. n •• cd� o o io v > -- rn n $ 0 -- n , . 9 g 8 28" 175.3 195.0 100.5 140.7 INTO METAL STRUCTURE = 3/4" MIN. • •• •• •• •• •• •• •• • • •• 30' 66' 163.E 195.0 93.8 131,3 • •• • o 2 , o --1 32" 153.4 195.0 88.0 123.1 • • CONCRETE AT HEAD, SILL OR JAMBS Ve = 3000 PSI MIN. • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm a 2000 PSI MIN. Y m I $ ,o 1v 134 (' _ `. 36' 136.4 190.9 78.2 109.5 •`- • 40" 122.7 171.8 70.4 98.5 • • • • • • • • • • • 20" 195.0 195.0 129.0 180.8 Engr. JAVAO AHMAD CML D 24" 187.5 195.0 107.5 150.5 FlA PE 70592 53B ea complying wit dye m cmnplldn8 with dye Florida 28' 72" 160.7 195.0 92.1 129.0 • • • •CAN. • • • • •: • • • • • Building Code Acceplallce 15"Oj )q 30' 150.0 195.0 86.0 120.4 • • • • • • • • � •• No Expiration Dale �i g 32" 140.8 195.0 80.6 112.9 • • • •• • • • • • •• • • /(� (�� 1�) r-d ' drawing no. wy98-100 36" 125.0 175.0 71.7 100.3 . • • • • • • • •• •• •• • • • • • . Oy Miam' aG Pruducl Caarol • • • (sheet 6of 7 ••• • • • • • • a • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • I . PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS [ft/4.4(ir __COMP-ANL\W98-1000GI)I OF ALUMINUM SUCH INSTALLATION ANCHORS OF ALUMINUM BUCK INSTALLATION ANCHORS OF ALUMINUM BUCK INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648100 FA)(. (306) 262.6978 WINDOW DIMS. WINDOW DINS. WINDOW DIMS. WIDTH HEIGHT EXT.(+) INT.(-) MOTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) 20' 110.0 195.0 20' 105.8 120.0 19-1/8" 110.0 195.0 24' 110.0 195.0 24" 90.9 120.0 26-1/2" 110.0 195.0 28' 110.0 186.5 28' 80.5 110.3 37' 26, 110.0 184.2 30' 110.0 182.4 30' 76" 76.3 104.7 42' 110.0 152.4 32' 36' 110.0 179.5 32' 60.0 60.0 19-1/8' 110.0 195.0 36' 110.0 177.3 36' 60.0 60.0 26-1/2" 38-3/8" 110.0 172.6 40' 105.8 145.1 20' 102.7 120.0 37" 110.0 156.3 42' 97.0 120.0 24' 88.2 120.0 42' 95.7 120.0 20' 110.0 179.5 28' 78' 77.9 120.0 19-1/6" 110.0 195.0 24" 110.0 159.6 30" 73.9 101.3 26-1/2" 110.0 154.7 26" 108.9 146.E 32" 60.0 • 60.0 37" 50-5/8" 94.0 120.0 30' 103.5 141.9 20' 110.0 120.0 42" 89.6 120.0 32' 42, 100.7 138.1 24' 97.0 120.0 19-1/8' 109.3 149.9 36' 97.0 120.D 28" 84' 85.5 117.3 26-1/2' 84.8 116.2 iIjp 40' 95.2 120.0 30" 60.0 60.0 37" 63" 67.9 93.1 j114 SMS [SERIES-238 ALUM OUTSWING CASEMENT WDW. (LM.I.)] CGI WINDOWS & DOORS INC. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 42' 95.0 120.0 32' 60.0 60.0 42" 60.0 60.0 AT 6" FROM ENDS 20' 110.0 195.0 19-1/8' 110.0 154.817" 24" O.C. MAX. AT HEAD/SILL��lld O.C. MAX. AT JAMBS24' 110.0 177.3 26-1/2" 74-1/4' 86.4 118.5 �-�J 1 N14 SMS 28' 110.0 160.9 37" 60.0 60.0 --T71 AT 6" FROM ENDS 30' 110.0 154.8 19-1/8' 109.9 120.0 InJULJ I 4�1ULJ 17" O.C. MAX. AT JAMBS 32' 48' 109.1 120.0 26-1/2" 78' 84.0 115.2 24" O.C. MAX. AT HEAD/SILL 36' 103.5 120.0 37' 60.0 60.0 a y »---:�I� a ,NriegUimp / 40' 99.8 120.0 19-1/8' 108.3 120.0 \H� rn 42' 95.0 120.0 26-1/2" 77" 82.7 113.4 - 20' 110.0 174.1 37' 60.0 60.0 _��1 �'__`�_ 24' 110.0 I52.D it "�_ ,�l =!•�TpiT� a =��'itt- 28' 99.8 95.5 120.0 120.0 • "•u 32' 54' 91.9 120.0 d : lli 36' 86.2 118.2 - ° TYPICAL ANCHORS TYPE 'A' OR '8' �\ TYPICAL ANCHORS TYPE 'C' c c T Q ... o :-,‘I' a 2 r A 8 n: a ` 8 1 9p ,° L & i E u u 2 40' 82,2 112.7 AT 6" FROM ENDS AND AT 6' FROM ENDS AND 42' 80.6 110.5 2 1/2" MIN. 17" 0.C. MAX. AT JAMBS 17' 0.C. MAX. AT HEAD/SILL 17' O.C. MAX. AT JAMBS 24' 0.C. MAX. AT HEAD/SILL EDGE DIST. 1' MIN. 20' 110.0 153.2 24• 97.0 133.0 INSTALLATION TYPE '5' INSTALLATION TYPE '6' 28' 86.8 119.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 3D" 82.8 113.5 A - 1 /4" DIA. KWIK-CON II BY 'HILTI' 2BY WOOD BUCK OR WOOD STRUCTURES 32' 60" 79.4 108.8 (Fu.163 KSI, Fy=157 KSI) TYPICAL INSTALLATION DETAIL 36" 73.9 -101 3 DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM 40' 60.0 60.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY = 42" 60 0 60.0 20" 110.0 171.0 B - 1/__ UTA. ONHY ULIKACFLCU' (-Fu-177 KSI, Fy=155 K5W- n r v o n g ,m,,, 0 o 8 3 24' 107.8 120.0 DIRECTLY INTO CONC. OR FILLED BLOCK • • 1-1/4" MIN. CONCRETE • • • 2.500 - • • • • • •845 28' 28' 95.9 120.0 EMBED INTO • '� •�65-- 8N� • r • • • • • -•065 c0" " T - 30' 86' 91.3 120.0 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS ••91•- • • • • • M • ••• ,--. $ H $ 1 it o _ _ `� �, J 32' 87.3 119.7 C - #14 SMS (GRADE 2 CRS) 1111- • • • 1.125 36" 60.0 60.0 • •6 J_ • • • •• • •• •• 1 40' 60.0 60.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 1.436-�� Elgr. JAVAD PRODUCT 9me Florida 20' 110.0 154.5 _ .125 903 FIA. PE /1 70592 CAN, 3538 complying with Building Code 24' 97.0 120.0 TYPICAL EDGE DISTANCE • • • • • • • • • Acapl8. No 1s-o312.Iq 28" 86.0 117.9 • • • • /ALUMI BU1 < •OPOIONAL COVER INTO CONCRETE AND MASONRY = 2-1 2" MIN. : :45 'mhos Date 2018 30' 72 81.7 112.0 INTO WOOD STRUCTURE = 1" MIN. • • • 6.63- 6 • • • 6066-T6 • `, 15 Ni 0 " 2 Oy la drawing no. W98-100 32' 77.9 106.9 • • • • • • • • • • ••• •• •• • Dade Product 36' 60.0 60.0 CONCRETE AT HEAD, SILL OR JAMBS Yc 3000 PSI MIN. • • C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. / sheet 7 of 7 ••• • • • • ••• • • • • • • • • • • • • • • • •• • , • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• WINDOWS & DOORS SCHEDULE MARK MANUFACTURER TYPE QUANTITY SIZE (INCHES) NOA NUMBERS MISSILE RATING CALCULATED PRESSURE A CGI WINDOWS PICTURE WINDOWS 1 37 X 50 15041303 LARGE 36.08 -47.71 B CGI WINDOWS PICTURE WINDOWS 1 49 X 50 15041303 LARGE 35.42 -46.40 C CGI WINDOWS IORIZONTAL ROLLER 1 106 X 38 15092913 LARGE 34.25 -44.07 D CGI WINDOWS PICTURE WINDOWS 1 37 X 33 15041303 LARGE 36.66 -48.88 E CGI WINDOWS PICTURE WINDOWS 1 37 X 50 15041303 LARGE 36.08 -47.71 F CGI WINDOWS CASEMENT 1 37 X 50 15051219 LARGE 36.08 -47.71 G CGI WINDOWS PICTURE WINDOWS 1 37 X 38 15041303 LARGE 36.66 -48.88 H CGI WINDOWS PICTURE WINDOWS 1 53 X 38 15041303 LARGE 35.88 -47.32 1 CGI WINDOWS SLIDING DOORS 1 153 X 84 15061906 LARGE 34.78 -45.13 2 CGI WINDOWS SLIDING DOORS 1 234 X 84 15061906 LARGE 34.73 -45.02 ALL WORK SCOPE: REPLACE ALL ESCAPE WINDOWS SHALL PROVIDE A CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE WIDTH SHALL NOT BE LESS THAN 20" AND THE HEIGHT SHALL NOT BE LESS THAN 24". THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE FINISHED FLOOR TO COMPLY WITH EXISTING WINDOWS MAIN ENTRY BATHROOM EGRESS BEDROOM 3 BATHROOM WALK IN COSET RECEIVED OCT 19Y017 THE FLORIDA BUILDING CODE 2014 EXISTING & DOORS BEDROOM 2 EGRESS C GARAGE KITCHEN UV1N/DINNING ROOM LAUNDRY BA MASTER BATHROOM B WALK IN COSET SUBJECT 1.0 CChIPLIANCE WI i-J ALL FEDERAL STATE ANL) CCUN 7 ri1✓LS AND REGULATIONS MASTER BEDROOM EGRESS 9 • . • .. • • • • • • . • • • • .. .. • • • • • • • . .• 7 (f1 s WZ Ugnog Er • • • • • • • • . • • •• • • • •••• • • • ••• . • . • 7 •• • • • • • •) • • • • • • •••••• • • • OCEAN DOORS AND WINDOWS 7875 NW 77TH AVE MEDLEY FL 33166 (305) 888-5718 CGC1518544 INFOOOCEANDW.COM PROJECT IDENTIFICATION 10125 BISCAYNE BLVD MIAMI SHORES FL 33138 ISSUE DATES PROJECT NUMBER 2017.762 DRAWN BY AA DATE 10/12/2017 OCEAN DOOR AND WINDOWS SHEET TITLE FLOOR PLAN AND SCHEDULE SHEET NUMBER • A- 1.01