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WS-19-1417Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Dom: Parcel Number 29 NE 109TH ST, Miami Shores, FL 33161 1121360040600 Contacts Permit NO.: WS -0649-1417 Permit Type: WinclowS/Shutters Classification: Window/Door Replacement Permit status: Approved Expiration: 12/17/2019 JACQUELINE GONZALEZ Owner HOME OWNER Contractor 29 NE 109TH ST, Miami Shores, FL 33161 HOME OWNER Mobile: 3052818409 Description: REPLACE 3 WINDOWS Valuation: $ 500.00 Inspection Requests: 305-762-4949 Total Sq Feet: 593.50 Fees Amount Application Fee - Other $50.00 CCF $0.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.20 Notary Fee $5.00 Scanning Fee $12.00 Technology Fee $3.25 Windows/Shutters Fee $80.00 Total: $155.05 Building Department Copy Payments Date Paid Amt Paid Total Fees $155.05 Credit Card 06/21/2019 $155.05 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNEI3,S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regul g const[ ion and zoning. Futhermore, I authorize the above named contractor to do the work stated. Signature: Owner / Applicant / Contractor / Agent Date 21, 2019 Page 2 of 2 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 PERMIT APPLICATION WILDING ❑ ELECTRIC ❑ ROOFING RECEIVED JU 2 0 019 BY: FBC p20 C4 Master Permit No. QC- 1 O `3014 Sub Permit No. 6b• (Cl I Y (? ❑ REVISION ❑ EXTENSION RENEWAL ❑ PLUMBING ❑ MECHANICAL [-]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: OC N 10C� 'z5��etf City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone BFE: FFE: 305 a8 1r84 01OWNER: Name (Fee Simple Titleholder): 1��NIE 113 q 5h -PJ Phone#: Address: SiQIQ E I v.p ',5+r -42E -t City: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Address: City: Qualifier Name: State: Zip: n ne#: Phone#: Zip: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of,Work fog this,Perm_it $ r4' d Square/LinearrFF000ttage of Work: Type of Work: ❑ Addition [:1 Alteration 11 New UV Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) a0 . CCF $_ DBPR $ _ Training/Education Fee $ CO/CC $ . Notary $ Double Fee $ Bond $ ` TOTAL FEE NOW DUE $ 1 �G.� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 approvdK and p.{einspection fee will be charged. Signature I A31-- Signature orAGENIT CONTRACTOR The foregoing instrument was acknowledged before me this LG day (o',f. �L 20 , by �`�N`'� who is personally known to me or who has producedx� ,-(�)(z( T,-- o'-- U%C..�_ �as identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this day of me or who has produced 20 by , who is personally known to identification and who did take an oath. NOTARY PUBLIC: � r Sign: Sign: Print Print: Seal: t� SINDiA ALVAREZ Seal: MY COMMISSION # GG 238273 EXPIRES;September 3, 2022 Bonded Thru NotaryPublic Underw hers ************** APPROVED BY (Revised02/24/2014) as ************************************************************************* Plans Examiner Structural Review Zoning Clerk 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). C] Date Pri t Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO -FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 Owner JACQUELINE GONZALEZ 29 NE 109TH ST Miami Shores, FL 33161 REVIEW ITEM STATUS REVIEWER Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: 1. Provide floor plans and or building elevation reflecting the location, size and pressure of each opening. If the original plans do not include the window replacement provide wind pressure calculation sign and seal by Florida license engineer. � fS C) Al Q 4e V J S /0 -1 �' 7 '-Ocr Q June 20, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1 ♦S�0 -o F�ORIDP' PERMIT REVIEW CRITERIA (WS -06-19-1417) ••i - PERMIT ADDRESS: 29 NE 109TH ST PARCEL: 1121360040600 Miami Shores, FL 33161 APPLICATION DATE: 06/20/2019 SQUARE FEET: 593.50 DESCRIPTION: REPLACE 3 WINDOWS EXPIRATION DATE: 12/17/2019 VALUATION: $500.00 CONTACTS NAME COMPANY ADDRESS Contractor HOME OWNER HOME OWNER HOME OWNER HOME OWNER Owner JACQUELINE GONZALEZ 29 NE 109TH ST Miami Shores, FL 33161 REVIEW ITEM STATUS REVIEWER Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: 1. Provide floor plans and or building elevation reflecting the location, size and pressure of each opening. If the original plans do not include the window replacement provide wind pressure calculation sign and seal by Florida license engineer. � fS C) Al Q 4e V J S /0 -1 �' 7 '-Ocr Q June 20, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1 13: Uj W _Z 0 m Ku MIAMI•DADE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION ,mum n DEPARTMENT OF REGULATORY AND ECOPOMICSOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Vov/economv CGI Windows and Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 SCOPE: .' •". This NOA is being issued under the applicable rules and regulations governing ;4e trie of co ruction • materials. The documentation submitted has been reviewed and accepted by Mia",Q;jde Cdiaty }LER 0.0; • Product Control Section to be used in Miami -Dade County and other areas where ei"ad by the Authority. Having Jurisdiction (AHJ). 000000 • • • This NOA shall not be valid after the expiration date stated below. The Miami-Dade"dunty PAuctleontrole • • • • Section (In Miami -Dade County) and/or the A.HJ (in areas other than Miami-Dade'C014j) resgt%*ft right • • • • to have this product or material tested for quality assurance purposes. If this produce or material'fails to 0 00too j •. perform in the accepted manner, the manufacturer will incur the expense of such estxna and the AHJ may • immediately revoke, modify, or suspend the use of such product or material withip their juri+164- REIN reserves the right to revoke this acceptance, if it is determined by Miami-Dade'C,oimiy Producl C—ontror'•"; Section that this product or material fails to meet the requirements of the applicable building coda ...' is product is approved as described herein, and has been designed to comply with the Florida Building I de, including the High Velocity Hurricane Zone. ESCRIPTION: Series "238" Outswing Aluminum Casement Window - L.M.I. PROVAL DOCUMENT: Drawing No. W98-100, titled "Series -238 Alum Outswing Casement Wdw. ItI M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County duct Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - e County Product Control Section. SSILE IMPACT RATING: Large and Small Missile Impact Resistant BELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, el/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise d herein. NEWAL of this NOA shall be considered after a renewal application has been filed and there has been hange in the applicable building code negatively affecting the performance of this product. RMINATION of this NOA will occur after the expiration date or if there has been a revision or change CLlo n the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement Qf any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure 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 No. 15-0512.19 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. T%` '" T NOA No. 17-0918.11 e Expiration Date: October 26, 2023 t� Approval Date: November 30, 2017 Page 1 i B Y CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 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 .•"'. """ • • •44;10/15, by Al-Farooq Corporation, signed and sealed by Javad Ahmad, .. prepared ... . ...... . :••••: B:TES S • • ; • • • • • • 1. •'T8st 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 .:.... •alo;g with marked -up drawings and installation diagram of a series 7500 PVC fixed . •.wit:dow, 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. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 20244 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, Durasealg and Super Spacer(V insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 'QVC, 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 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. Patel, P.E. (Submitted under NOA # 14-0506.01) d2ae�� Manuel Pe z, y.E. Product Control Eiaidiner g r NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 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 0000 4) Large Missile Impact Test per FBC, TAS 201-94 ' ....' ...... 5) Cyclic Wind Pressure Loading per FBC, TA9203-94 • • •; • • •; 6) Forced Entry Test, per FBC 2411.3.2.1, ancMA9202-94' along with marked—up drawings and installation diagram of 44 umint c�semer�t• • • • window, prepared by American Test Lab of South Florida,* d;ic.,' Test:I?epdrt No..... ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Hemy fltem,.P.f" .• • • •: • •' . .. .... ...... (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, T4S•262-94 • 3) Water Resistance Test, per FBC, TAS 202-N• • :• • 4) 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 Hurricane Testing Lab., Inc., Test Reports No. HT1 -0080- 0301-07 for specimen A and B, and RTL -0080-0905-07 for specimen B and C, dated 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-074298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, RE (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. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) Manuel (Pere Product Control Exr NOA No. 17-=11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 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 ...• • :....: a png with marked -up drawings and installation diagram of an aluminum casement • wVdow, prepared by Fenestration Testing LaboratoryInc. Test Reports No. FTL- ' ..:.. .... • • 4443 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. •••••• •••••� �•YSVbmitted under NOA # 96-0417.03) ••••�� Co! •••:CAL%ULA TIONS • • • • ; .. .1. : 'Axchor verification calculations and structural analysis, complying with FBC-2010, • • • • dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under 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 BY 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 05/21/16. Manuel Pere , .E. Product Control Eer NOA No. 17a 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBG 5' 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,date(I Octobc;x, 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. HTI,-00800�X 07 fgry sp jcimen: • • • • A and B and HTL-0080-0905-07 for specimen B and C, issued.63i Ilurricdnd lest ..... Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and %raw by Virltu•J. • • : • •' .. .. .... ...... Abraham, P.E. ...... � . (Submitted under NOA # 08-1010.02) ' • . . . . ...... 4. Laboratory compliances letters for Test Reports No. HETI-0&2143, : • • • • • . HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued bylfui;icana • • :" Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and selttl by Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HT1 -0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 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 Duraseal@ and Super Spacerg Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by REP, 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 on 10/26/18. E-4 iAk 1 Manuel' er Product Control E mi er NOA No. 17-0 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. 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 K dated •••, '....' by Al-Farooq Corporation, signed and sealed by Javad Ahmad, ...... .-.08/-30/17, prepared ...... . .. ...... •••••• B TEST.$ ..... .... • ; •' •' C: "' ...... CALCUMIONS • 1. �To4e. Dr • ;QUAD IT' ASSURANCE ego* 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 51 Edition (2014), with FBC 6th Edition (2017) and of no financial interest, dated August 30, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.19, issued to CGI Windows and Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 09/17/15 and expiring on 10/26/18. Manuel Per . P E. Product Control E m' er NOA No. 17-0 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-5 ��1 W EXTERIOR INSTRUCTIONS: USE CHARTS AS F NlDWS. STEP 1 D ,ERMINE DE53T WIND LOAD P-OUREAENf BASED ON WINO VFSDL'RY, ADC. NEIGNT, WHNO ZONE USING APPLGBE ASCE T STANDARD. Sh�2 SEE CHARTS ON SNEE:S O AND 4 FOR O GN LOAD GAF rl OF DESIRED GLASS SIZE/TYPE. STEP 3 UAVG CART. ON SHEET 0 SELECT ANCHOR OPTION WITH DESIGN RATNC MORE THAN DESIGN LOAD SPEOTED IN STEP 1 AD%t � 4 IF AUIMWW BUCK SYSTEM 5 USED USE CHART OK SHEET T TO DETERMINE CAPACITY. .STEPS THE LOWEST VALUE RESULTING TROM SIPS 2, S AND 4 SN LL APPLY TO ENTRE SKTEJ. • . . .... ...... :J �1 24' .MAK. TYP. ...... .. . ...... AT HE'AO/SLL TYPICAL ELEVATION WINDOW WTH (FLANGE FRAME) MULTI PONT LOCK BY 'NTERLOOC MAXIM MULTI PONT LDCN B, -.Ru,N, TO CAM LOCKS ALT. TO CAM LOCKS ,LLT. _' u WW -7' 6 MAK��_':�$� "G F�i H00tT PO'NFS ••••• l • old' IN •' 0 i 7iL 74-.-. 4 [ jI 5 NOTES: THS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WfMTIN REQUIREMENTS OF THE 2014 (5TH EATON)/2017 (STN EDITION) FLORIEDA ! THESE WINDOWS ARE RATED FOR LARGE @ SMAU MISSILE IMPACT. j SUED:NO CODE INCLUDING HGH VELOLIY FURRICANE ZONE (HYH2). "EDINS CK FASTENERS BY OER5, MUST BE OR 26Y BUCKS h 9UT1 • :J �1 24' .MAK. TYP. VENT W:OT/ I 1' AT HE'AO/SLL TYPICAL ELEVATION WINDOW WTH (FLANGE FRAME) MULTI PONT LOCK BY 'NTERLOOC MAXIM MULTI PONT LDCN B, -.Ru,N, TO CAM LOCKS ALT. TO CAM LOCKS ,LLT. _' VAX, Mow.I IOCHf WJL WOW. LOCK 11 1 H00tT PO'NFS NEKUR FAINTS �eJ 42' 2 38' 1 0 i 7iL 74-.-. 4 [ jI 5 NOTES: THS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WfMTIN REQUIREMENTS OF THE 2014 (5TH EATON)/2017 (STN EDITION) FLORIEDA ! THESE WINDOWS ARE RATED FOR LARGE @ SMAU MISSILE IMPACT. j SUED:NO CODE INCLUDING HGH VELOLIY FURRICANE ZONE (HYH2). SHUTTFRS ARE NO REQUIRED. CK FASTENERS BY OER5, MUST BE OR 26Y BUCKS h 9UT1 OESIGNAND ISTRU TO TRANSFER APPLIED PRODUCT LOADS DE EO N OR MULLION/MULTIPLE LN1T5 REFER TO I TO tHE BARGINGGSTRUCTJPE. SEPARATE CGI MU LON N.O.A. J AR'CHORS SHALL BE CORROSK)N RES'STANT, SPACED AS SHOWN ON DETAILS AND INSTALIFO PER MANUF'S INSTP.LCTIONS SPECIFIED EMBEDMENT TO BASE I1111III llff AIATERAL STMT BE BEYOND WAL DRESSING OR STUCCO. IT A LOAD DURATION WCREASE IS USEu 'H DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE iIGH IMPACT. NON-METAWC AND NON-COMPRESSIBLE. G•' ©`' ^ai "TER,LLS INCLUDING BUT NOT LIMITED TO STEE:L/METAL SCREWS, 'FAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHNL MEE' TRE �I PRODUCT REVISED = _ REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE h ADOPTED S-ANDARDS. ae q�p wNh Me FlPrles !� _ &M1AIaa- Cod 'FCS PRODUCT APPROVAL IS GMERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. I.e LIFS SAFETY OF -TBS PRODUCT, ADEOUACI' NOA-N . 77-0915.1'1 OF OF STRUCTURE RECE'. NO THIS PRODUCT AND SEALING AROUND OPENING FOR TNFlL RESISTANCE ETC. Eapi.u— Dam 7026/3023 i" CWVERONDr MOTION CQNDRIOhS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REMEWCD BY BUILDING OFEICAI. B .. vL IIITIRT III I\� 0� OOW g 0 W99-100 ...... .... . . • • • . ..... . 0000 0000 • •• 0000 Iw • FOR CLASS TYPES, REFER TO SHEETS 3 AND 4. CAM 0 2 LaC<P C< ' ALL iZES WMO]W Wtt1TH EXTERIOR MAAM ML'Ln M1,T I= BY TRUTH• ALT. TC CAM LoC s MAX. 'WDW. lAG< IiF1Gfi PoINr4 TYPICAL ELEVATION 'T:,u. IEa FRAME) MULn valor ux;R Br 'IHrERLOCR' i ALi. TO fA4 IDC(5 if fiA 5 PRODUCT RIEVIISsD R wWhig—o H? 3'� 22T NOA-No. 17-0918.11 Nam • • • • �g WIND07/ SF,�TIOVS • • f-i�•iYF�YAL__ I�AMp� •• ••• •• �( u • C'i . 11 0 •i'_.Z' it i y I I 1 FOR CLASS TYPES, REFER TO SHEETS 3 AND 4. CAM 0 2 LaC<P C< ' ALL iZES WMO]W Wtt1TH EXTERIOR MAAM ML'Ln M1,T I= BY TRUTH• ALT. TC CAM LoC s MAX. 'WDW. lAG< IiF1Gfi PoINr4 TYPICAL ELEVATION 'T:,u. IEa FRAME) MULn valor ux;R Br 'IHrERLOCR' i ALi. TO fA4 IDC(5 if fiA 5 PRODUCT RIEVIISsD R wWhig—o H? 3'� 22T NOA-No. 17-0918.11 Nam ALL FW E ANO YEW CO NM TO M sFAlEO WITH G'E SBPRUF OR EOUN. V —2623- l E25 2629 2.623 CORNER KEY -� CORNER KEY .060 TKICK ST. STEEL 11' OB] 1".CK ALu.! M . . .... ...... ...... .. . ...... 768 • • ( • 1� • l • j j 1 0 (�L.090 iYFA • • ; _ "-_ s O _E 2Pt5 2..785 • U•9 O o cSi S� .888 T'!P.- yr ♦ • '. • • • • � N�'� • • '-222- O�pn C r- ANGE FRAME • '� VEN'P (5/16- LALt G-5 • p QQ¢p •� _ 2075 • • 1.757 0 L N�! sg^ .788 lr • •I i C W 2 ^'i 1.7C7 � I I.B75 I Y g ; •� < 1 -1 2.70.9 27 S �. I.a38 r -.... o, I y! �;`� V' VENT (INSUL ;AM. GLASS) ! �! C EQUAL LEG FRAI.IE ri n 0 W -� ./6LPPIIIR/REIUIQ9 I 0gNE% OR EOUn. MIpYE% OR . LB)5 L ° n E Wy OR EOM.I 7I NDntEX OR EOLn. � 3 n I OMDc OR EOUN. ONDf OR EWN. -.7 Q VENT (7/I6' LAM. Gu55) X,_... G2 aFNS 154 OEL p UX L. -. TocNm w/ (e) }e x 3Je s sus 383 ex -rum w/ Iz) lex 5/e• M4, L o p E TLA r, M/ (1) 110 K 0/6" 55 Sly _ J5 • f E O CGI -375: OGEE GLAZING STOP �!6 -HM W/ (T /6 [ 0/653 3Y.6 p 8 _.. ._ OCK .75s nrn,:llp W/ (2) pe 5/V ss sus I ! 1-1/a' si sus E08 6,10 PRODUCT REVISED pi 1�q vrltn M• Fbpaa sWiW4q �WM '` J CGI -396: SQUARE GLAZING STOP NoA . 17-0978.77 Eap4WtR.W at. 30/26/2oz3 Mbm = II S S %� • � ��`` aro 9 ^°. W98-100, • • • • • • • • 3/IB' INN. OIA35 l/e" •� ANN. cuss AN • • • • • • • 00 ort se'.. CWN PET C 9y 'FAa4n9n Ch4mknl Co.' \ By • •\ • • 090" S.I. CRMd Cd9rBGcea � b I— Ch." •0• ^INTERU _ .090" Tr.V PV3 090" S. . CIRO, A06 Cole, Ckn Oy 'E0s4n0n Chemicd Co: \ ^INTERU`ERS .090" SantryK.lOe �\' • • • • •• Dy 'Kuramy Ar�r•a�9R.'• • • • • 9y 'Marv% Ar1rk0, Inc.' W. (+) 1W-'.) • • • • • • I L .oeD• r.9wd P+6 By K9•ar% M:1f�c-., Inc.' • • r.. /� n � �tA55 ` i 110.0 • • • • • • • By 'eCunmy ~W. 90 PV9 J/18" ANN. GUSS � • • --E • • • OE- 2WI 1 • 995 • • l'C.0 1950 j SLICME .E -12W WAT STREWD 4VSS • •1.999 1 DaV 995 � � � 999 • ' • • • ' 43• I .ICV _110.0 1954 110.0 196.. 1100 I '95.0 '1001n0 Nur SMEN'O GLASS PENFORYIKCE vALEES OF DFPACf RP914TANT IIIND011S x0 9SRT.% 1EMtD 9rnA m sxlEz a r ] me IN6TNSAaoN 2RNa -1 .3]5" W. CP M'llh PET Core I c- TYPE •Y GIA95 '- By 'Ecatmon Chemkol Co.' GLL59 TYPE '6' ey ; .390• S00•a CeOr MO Coior Gbsa •Eca'vn9n W. (+) 1W-'.) rZ - By Chm I Com' -IN]ERUYEFS 110.0 Ino 110.0 195. j 09o" s9m0a9a 110.0 F By 'eCunmy ~W. 90 PV9 1:0.0 101.9 110-0 1950 1100 193.0 .0.' .0 Ku.r rMy % ATedrn, l'C.0 1950 1:0.0 1195 110.0 195.0 i100 12 4 3A 95 WAT STREWD 4VSS 10]9 1WA 10.0 I-0 91.1 97.1 tb.D in. 110.0 195-0 11cA 12D.D 5/16 NO][�AL • • 7/18• NOMV4AL 7/18" NOMLNAL G1.156 TYPE '� • • • GLASS TYPE '0' GLASS TYPE '8' PERFORWNCE VA:AES OF WACT RIL9TSTANT lWDO- MO lYJr I R I R9FI1 ]0 TRT a 1;W ] 9N1 INSrrW110v OB'u5 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED CN ASTM E13DO-09 (3 SEC. GUSTS) AND FLORIDA BUILDING CCMMISSICN DECLARATORY STATEMENT DCA05-CEC-219 21' 28' }p' 32' 30' PENFORYIKCE vALEES OF DFPACf RP914TANT IIIND011S x0 9SRT.% 1EMtD 9rnA m sxlEz a r ] me IN6TNSAaoN 2RNa -1 d . I c- TYPE •Y GIA95 MC '!' GLL59 TYPE '6' K'M I NEB:NT W. (+) 1W-'.) M. (.) INT. (-) Er. (+) 1NT. C-) 20' 24' 28' J0. k' }tl' b• 42• 110.0 Ino 110.0 195. 1'.0.0 1943_ 110.0 195.0 11a.0 In. 1:0.0 101.9 110-0 1950 1100 193.0 I'QO 1]8.5 110.0 195.0 l'C.0 1950 1:0.0 1195 110.0 195.0 i100 12 4 3A 95 1: c.0 195.0 nC.0 195.0 10]9 1WA 10.0 I-0 91.1 97.1 tb.D in. 110.0 195-0 11cA 12D.D 925 925 11D.o 1230 Bac BOA 2c' 24' a., 30• 31' 35' b' 42' 43• I 1100 1665 110.0 13D5 _110.0 1954 110.0 196.. 1100 I '95.0 '1001n0 110.0 I C9 110-0 i 105.0 11D.0 110 ItODto.. '1C0 195.0 110.0 195.0 1W.1 I ID4.' tla.o I inn 11D.o 130.0 923 I 925 IIa.D 120..0. 8i -.1 llo.o 120.0 1100 110-0 It" 120. 79.3 1 ]9.3 110. 120-0 eCA 60.0 20• 2� 26' .10.' 11' 36' b' 41' ( I �• 110.0 .. .7 11C.0 1" It 110.0 1510 _ 110.0 1121.4 11C. 195.0 110.0 1950. -5 1 104.1- �1C.10 I 1910 O.D 1110 97.1 I 87.1 It..0 I195.0 ItCA 11C.0 9'..1 1 91.1 110.0 To1:0.0 120.0 Bag fag :ICA 1TLA 1_.OA I 12C.0 725 72.6 110.0 12L.0-- -110.0 I i= 89.0. 69.- 119.0 I= I 60.0 ' 60.0 p• 24' 20' 30• 32' 36' b• 12• 1DA 129.5 110-0 1195-0 11x0 1910 96.0`17.1) nD.o ina ee.1 125 1100 I '200 e4.a 18A 11.60 120 a n0.c I 1950 1:0.0 •10.0 110.0 "xiA BOA Ila.O 1200 110.0 IDA _eaf 71.9 71.9 IIDO 120.0 I 110.0 6lA PA 110.0 120.0 _110.0 110.0 'I .ID.O 61.7 tl1 tla.0 12.0 63.a 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED CN ASTM E13DO-09 (3 SEC. GUSTS) AND FLORIDA BUILDING CCMMISSICN DECLARATORY STATEMENT DCA05-CEC-219 21' 28' }p' 32' 30' �• 85.8 I 8i4 ]6.] j eJJ 110.0 110.0 1050 120.0 21.2 77.) ]01 71f 110.0 1100 120.0 120.0 6+.8 6aA 110.0 1x0-0 b• 42' 110.0 Ino 110.0 195. - - eo.`1 xA GOD 6C.D 20• 2C 16' 30' 8!" 68.7 66.7 )10. 7}1 110-0 1130 195.0 ,20.0 H2 U] 110.0 120.0 _ 608 80.6 "co 1x5.0 ]6' tc• t 575 57.5 1100 110-0 60.0 W.0 60.G WA T• 34' 7d• Sp. J2' }6' �• 66.1 68A 110.0 185.0 56.1 50.1 110.0 j 120.0 te.9 48.9 f10A 1200 48.0 46.0 110.3 1 +3.f 438 110.0. 1NLO - - 80A f0. 321 JB" 16. _BOA 60.0 M 60.0 1 2p' x+• Sp• 52.0 520 IDm0 120.0 b.6 43s _I 110.0 I= I --- -110.0 'SOA 32• ]01H']0'(SY r15 1- 19.3 ae.l NCTE: LOAD/AREA UMTTS FOR +110.0, -120.0 PSF 16.34 SO. FT. +110.0, -195.0 PSF = 10.00 SO. FT. II O SLICONE 10 V y(il C_ :201 t al C T V 899 O y O S i e saI1rRE1 ALL C'J55 11PE5 � r. 1•BRPORMANCS VALUES OF MPACT HESISTAN' MWIRS SreaRRs q[O�MEI epq A MR a ]NNl ] rd1 a1614GAnDN BCW;S 26-1/1' Sr 28' cuss rFPB ']• ctuB ME 'a' �., c� !3 �. R, � � �. 0 Cj n C3 5 O IA It M1 O C 3 tl'n 3 0 - ,UO5 11C.0 195.0 1too 195.0 t 10.0 I9S0_ _110.0 195.0 110.0 1850 1 110.0 195.0 110.0 195.0 Iwo 195-0 110.0 1950 I IO C 193-0 i0.a IBSO _I 1.0.0 11Q0 120-0 _22", 1:0.0 11GC 110.0 110-0 110.0 Ino 110.0 195. Inc noo 1950 110.0 No 120.0 "0.0 12O.D * W0. MA%. LWS TO 171.0 PSF "m MOLT POIYI LOCK Bl 'INEIRUXw . B !S USED ** SIZE 37• X 7r APPLICABLE TO MNGE FRAMES CNLY SM SHEET 1 PRODUCT IgREVISED YlU 1 unT47 HOA -No. IT _OMM ! � EKpinebn o.9f 1D •F "(.0:1 M�rod4re/� 11 r /B- TEMP.:LA95 (-1/8' TEMP. GLASS VAR'PAC\ AR SPACE -1/8' .1 G. ` ` I/e- TEMP. 1,Ai C 075^ 99064 CP With PET Con �' 97SEOSil�man G�imwin a:PW:Can 1, Ey 'E941m9n Chemkd Cc.' 090' Scilex Cbor And o!r OP. 1t 090' Sorts C!aor And Color 010110 INiERIAYER'y 3y 'Ecalmen 'Em1m6n -1c" Co,' r 1 1-iNTFfiAYERS 1 C,-TPal Co.' By 090' lcs 090 ' SeNryloe G By 'KuMrO,a, ray AmaicO, BY 'KOnray Mnerke. I. L.090' T,mlfol PVB a90' i.�4NP1 PVB 1 BY 'K. -Py -kc. Inc.' \ 1�1 By 'K- knell, int: 1/6ANN. CLASS -1/8' TEMP, G.ASS SILICONE / 1 SE_, ONE 5E -12W EE -:EW DW S95 3D', 995 \DOW 899 I DOY 299 KL EDGE SPACERS KL 0 E SPACER - 7. STEEL dY 'CARDINAL' SETTIhC 8LCCKs ST. STEEL BY 'GaUNAL' ( -- \ I SETIYC 8101111 OR \/ 2/ 0' OR 1 ! 20/ LTE OUPASELL er 'OWNEI' EPDM WP.CSEAL 9Y'0!IANE%' LOM OR DUROME'ER 8525 OR ]UROMETER 85E5 SUPER SPACER BY '0UANE" 3/4- INSULATED SUPER SPACER Bt 'OUANEK' 3/4' INSULATED GLASS TYPE '2A' GLASS TYPE '3A' PN.RFURYANC'E VALUES OF WACT MISTANT w 96TOt3 ee0.le0 welt ro semis s NNO 2 wR es01AT06 cmaw3 RINOCRS PERFONMANRDi YALUES of Of�ACT mnANr RINDan w JMrttJ19 to span s 11wu 1 PERFORYA,NCE YALUES OF ORPACT RESISTANT RTNDORS ;ROIA1m 9Npnryei r0A ranLu:u mAAs RINDOR DIME, ILUal M. YA' GILD MB •JA' RRmOR am. I GLAW TMPD '2A'�GLL4S ME ']A' TL•DOR llw� GLASS 'MPR PYA' CLL9S MR '0A' WIN NEKI. GO. (+) i 1M1T. (-) M (1) 1N1. (-) YmOM NE:.HT' E%'. (�} II. (-) W. (t} 1KT. (-) WlDi ,i NLNA6' IXT. (iJ INT. (- M. (+) 1M. (-) 20' 241 26• b' u' 36- 50' 42• 36 110.0 194.3 110.0 1 1614 110.0 1 195,0 110.0 1950 20- 24' 26' 30' u' 3b' 40' 42' W 96.6 I 652 76l 1!2.6 93.4 8J4 1'. m. 00 1 00 195.0 1200 12x0 19-1/6' 26-1/2• I 37 R6 ' ( 42' 1910 110.0 203.0 '!m0 195.0 1$00 j 1bd 110.0 1 195.0 lao ills 10.0 1910 :D-0 1149.4 1 '95. 1 10.0 0 112 PJ 1$00 120.0 a0 - 128.1 1100 1994* too 7,.4 1100 195.0 01.9 1019 lima 195.0 10) )2.6 1100120.0 ...-__.... N8 84.8 1100 121.0 19-I/6' 2fi--1/Y ])' 42- 110.0 ins 1100 '954 -__ -- 1101 111.5 'IJA 195.0 97.1 97.1 110.0 120.0 924 924 110.0 120.0 _ W 0 W_0 _ _ _- W.O� W.0 96.3 aes lima 1 120.0 66d 66d 110.0 120.0 20' 24• 26' 30' 32' 36' a0• {2' 4Y 110.0 166d lima !Sed 110.0 114.0 '95.0 1954 20' 24' 26• 30 u'513 36' 40- j 66' 36.7 66T 13.4 P.4 110.0 169.J 110.0 121.0 a -1/D' 26-1/R' 90-9 J7- �- 42- 110.0 I- 110.0 195.0 99.) Io47 110.0 1950 _. _ -.... 1/.) 14.7 110.J I2JA Iimm 1169 '10.0 195.0 110.0 , ilia 195.0 _.._.. 64.2 64.2 110.0 '120.0 W.6 W.6 110.0 118.2 65.8 65d 110.0 120.0 -110.0 105.1 1 106.1 1100 120.0 92.5 92.9 110.0 1200 1 51.5 1110 112.2 W.0 W.0 - - 19-1/8' 26-1/2" ]Y j 63 42' 96.) 1043 110.0 193.0 719 77.9 110. 120.0 63.] 632 110.0 11Q0 W.0 sm. - - WA WA 110.0 117.0 79.3 18d 1100 120.1 20' 24' 26' W' u' JB' ,n• 06.4 66.4 110.0 12mC W.0 W.0 _- 24' 261_ W' 32' { 36' 40' 42' g-....._ 1111 141) IF :im0 WA lima lima 110.0 1".. ... -....,--- 1960 561 469 58.1 HA - 109.: -95J 1W_1 963 19-I/e- 26-1/2' 7h 1/4' D' -:.- 6J.0 61.0 1100 !20.0 464 _46.6 90.9 W.9 98.8 59.8 104.1 104.1 I I..a 120.0 97.1 0>.: IIO.J 1200 91.1 �91.1 110.0 120.0 480 W. 69.6 69.8 4].s 416 810 65.0 37' n' s6.3 584 - _ W.0 W.0 * U W+X. CORDS ro 111.0 BN EN D- POINT 'LOCK BY 'Di-TRLACK' 98 IS USD ## SIRE 37' K P' APPUCAB1E TO FIANCE FRAMES ONLY SEE SHEET 1 NOTE: LOAD AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 S0. FT. �ttnn _f Dtn occ F 1111111 en R W,9 sm. II0.0 120.0 722 )2D 110.0 '2LA u' 30' 76' W.0 W,0 - - W,0 W._ 69.4 690 ': IOA 12Ca 20' 241 2e' 320 76• 92.0 52.0 101.3 101.1 4Jd 4].8 Bs.a 814 ?OL ?<' 26• W ]Y ]f a2- 4z' �• !IOD 129,5 _.ItOA 196.0 _......_. _.__ .. ..._.._.. 98.0 j 10).9 110.0 199.4 b.1 56,1 743 744 WA WD - - els 923 I1GD lima 84.4 R6.] limb 1 120.0 W.9 WB 1104 - Ixi0 2D' 24' 20'644 32 32', 41._5 ' 41.3 MR Rail NS N.9 112.0 BB -0 ) 3 )1.9 Ilo-0 1xi0 64d 64.6 110.0 120.0 61.7 -6T1 1100 tw.o - - 513 ----------- -- 4a.] 563 - - PRODUCT REVISED dew kh the FI.M. NOA-Ng Ona9a 17-0916.1.1 RKRx6u96 P61e 10111312029 aYJ Mum 6dw induct CpNI NOTE: ( GLASS CAFACMES ON TH!S SHEET ARE BASED ON ASTIR E1300-09 (3 SEC. OUSTS) AND RCRIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 J' } TE OF . �� arcwinq P s•.w W98- 10( Y Y pL• • • 1 •• •• cam: •••• c2� mlrK N+atoas 1 • • • • • • SEE SHW. 6 •FO IPTKNJ • II � Dro. II i•`••; senuNT _ J�� ••�� tea.'• • • 21ro 21 /]I�• KIN_ INSTALLA-TI---O•••IIIN TYPE '1' WOOD BUCK TYPE '1' �GT♦B PRESSURE TREATED TYPI 0k INSTALLATION DETAIL DN ALL FOUR SIDES/USING WOOD FOR ANCHOR PERFORAW.'CE VALUES SEE SHEEP 6 SUCK IRVAL.AiION BY OT ERS ' � t• KN. i �1' NIN� Nw. WOOD BUCK TYPE '2' y1T RIF y: PRESSURE TREATED TYPICAL INSTALLATION DETPIL ON T7 L FOUR SIDES/USING WOOD SEED ANCHORS SFE Elie. FOR SPALt10 IL�SEE SHEcZ B FOR OESCRIPION 24/S' BUCK INSTALLATION SY 01 -MS IN TAI I ATION =a WOOD BUCK TYPE '3' INSTALLATION ttPE '4' WOOD BUCK TYPE '4' 11eIEBleI.= PRESSURE TREATED MUBe1: PRESSURE TREATED TYPICAL INSTALlAT10N DETAIL TYPICAL INSTALLATION DETAIL NG W ON ALL FOUR SIDES/USING WOOD ALUM C!UNNEL "I! .r/�• x t' x a/� x t/a'� I� 2R L LKS K AT ANCHOR !C- LOMGWOOD BCCKS 40T BY CGI CORP..LOADSIMPOSEDEY GLAZING SYSTEM AND 'RAVSFE4 CHOR LOCATIOTHEM TO THE BUILDING STRUCTURE. SHEAR CLIP ATTACHVENT TO KETAL STRUCTURES � � � 3x 00 ' ttP!UL ANCHORS SEE EUNI FOR SPAGND SHEET 6 FOR DkWRIPTYJN O l\SEE < 1 META: � I ii 7 cz�� 3o_R ii I rd ATTACHVENT TO KETAL STRUCTURES � � � 3x 00 ' iYP:GL M'CHORS a � C J__ I SEE EIEY. FOR SPACING rSEE 5NE£T a FOR EESCRfYi:ON iFT � I ii 7 cz�� 3o_R ii I rd 4 PRODUCT REVISED tup%kg with M. FIM,. 1101 B Cone Iwa-nE> 17-0818.17 EdnNen Orta 1 012 8/2 0 2 3 n 0 u Lot] i aF S dra51 wing n„. W98-100 INS.TA..LLA'T'LON CONDITIONS F.QUAi, LEG FRAME (APPLES TO AL. FOUR SIDES) •••�.• w�...• FOR ANCHCR FERFDRMANCE VALUES s.E SHEEF 8 ••••`�• %'FwM••• L rolls • • AVCNORS R SPACING fCR UEBI:MFIgN • - SEE SIFDR SPA E siM SEE 4EEEE DMF R FOR DESCRPIION • f� t J/8• I 00 � � �� ._5l • �� INSTALLATION TYPE '1' WOOD BUCK TYPE '7' PRESSURE TREAT TYPICAL INSTALLATION ATION DEE I ON FD R SI / !SIN . WOOD 3 T/A• \'�-BUCK WS'A�P.pi BY OTrms INSTALLATION TYPE '3' WOOD BUCK TYPE '3' JIMIERAL: PRESSJP.E TREMED TYPICAL INSTALLATION DETAIL ON All FOUR SIDES /USING WOOD WOOD BUCKS NOT SY CGI CORP.. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND-RINSFER THEM TO THE BUILDING STRUCTURE. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' -%ATEBEI: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING W000 I— — —L 2 I/5. • • . .... ...... go • �5EE LEN.NcR FOR nG • • ��SR SHEET 8 FCR sCRIP17R.• �O •••�.• w�...• IFI ••••`�• %'FwM••• !004 •• • • zOgg g • • • Q;jA IR ci d� • D aJ� 00 � � �� ._5l • �� A., u I' c ATTACHMENT META_I STRUCTL'RFS � � n A c� I /a• RLN. � � H o � rmrnL AN—n T-SEc TEY. Fox SPACING D n IIT I 1 I` SNa7 ! FJP DESCR:PTpN i 11 ii 8 I � 0-7 II II 1 � D INS '- BUu'r ATTACHMENT TO `�s 181 CK FALLATION 4/ THER$ �, APPROVED MULLIONS wm. PRODUCT REVISED I ' INSTALLATION WPF '4WOOD BUCK TYPE '4' BuiIGInp Lai �'eh ehe ilwiaa al u ei- e� : .MATR& PRESSI.RE TREATW NOAJJA. 17-0978.77 °I 6 t .B l pUetloR Date 7028/2023 P TYPICAL INSTALLATION DETA'L � I ON ALL FOUR SIDESfUSING WOOD Axiom �•Rreawceu TOM y x JCC OF � ((� � r tllepin9 no. • PERPORI ••• as • • 9ovox I1t1LS. � • • HE EM • 04 •• IS I 1 • 3C• ]e' • Sz� • 3e' ••• ••" 12' • � 49' J2' 3e• 40• 4Y 1 20' 24' ze' 30' �• u' I 311 42' 20• 2{. 28' JO' �. u• X' 110' 42' 20' 211' 3C' 110' u' 24' 25' 30• ea• 32' 40' 20' 24• 28' 2' 30' sr Ai ' 0. _ I AT IV 0. 7. 0. . • ...... .... I I e. 195.0 195.0..•. I 195.0 172.0 1 195.0 _�9.o 11 147.{ • PERPORI ••• as • • 9ovox I1t1LS. � • • HE EM • 04 •• IS I 1 • 3C• ]e' • Sz� • 3e' ••• ••" 12' • � 49' J2' 3e• 40• 4Y 1 20' 24' ze' 30' �• u' I 311 42' 20• 2{. 28' JO' �. u• X' 110' 42' 20' 211' 3C' 110' u' 24' 25' 30• ea• 32' 40' 20' 24• 28' 2' 30' sr Ai ' 0. _ I AT IV 0. 7. 0. . AT 10' O.C. .+)/Im. r.(- rr.(-pEJcr.p)/Inc(-) I I e. 195.0 195.0..•. I 195.0 172.0 1 195.0 _�9.o 11 147.{ 180.E 196.0 ID3.2 137.0 100.0 195.0 • • s• • 129.0 _ 150.0 195.0 • 116.0 • 114.7 135.0 • 19O.0 • _• 77.4 • 103.2 •IL• • 111.4 73.7 99.3 1910 191.9 • 05.3 195.E 131.7 178.9 _ 195.0 110.6 147.4 195.0 •.. 1211.4 19_5.0 $6.5 117.9 �q.11' 1929' 82.9 !tp.a _ 12e.b 115.7 1]!.4 154J-- 73.7 - 68.3 99.3 118.5 1'01 .145.9 412 N.2 1930 1950 193.0 1950___ 1544 1290 � '9]d :61.3 1179 1950 1 06 1 139.3 eC ] 666 _ 19 0 950 __ 1051 986 123.0 1234 190.E 167.5 M.0 _ 107.3 120.6 I118.8 160.7 174 73.) - --92.1 911.6 I91c 1a1D Ina 1ss.o 1610 195.0 _ 1'4.7 1)20 171.4 115.o 9C? 147.4 160.0 195.0 Oi. 137!r- 111 195.0 M.4 12900 129 0 111:7 1200 16(%0 aed :C12 :14.3 171.4 65.5 93.3 195.D 195.0 '23.8 1Wd 1eD.o I 1910 1ml 1544 1541 144.0 195.0 1910 645 82.6 132.7 123.8 135.0 195.0 T.4 110.1 120.0 1110.0 -5t toll 106.0 111.0 81.9 -... s29 1029 154.3 894 88.5 1910 195.0 140.7 193.0 1910 19s.0 117.3 IN1 - 175.3 195.0 100.3 140.7 I W.B 195.0 93.8 'J11 153.4 195.0 98.0 121.1 I ]6A 190.9 781 1J93 427 111. 70.4 98.5 1'5.0 195.0 129.0 187.S 157.5 195.0 1073 150.5 :60.7 1 •.0..o 92.1 123.0 - 15CA I 195.0 81.0 12].4 i4L.e '95.0 60.11 1124 PIREORIL NICE 20' 2{' 2e' 79' 30' 32• Z0' 211 e 'II 32' PERPORMANCE VALUES OF INSTALLATION ANCHCRS R 10 6H GT 5 FOX DETAI. 1LY009 IIB19. ANMOM 9/0 996'AR C33P L -l" 9918 5®A¢ CMP Ar I'I" O.0 AT 10. O.E. A7 lY O.C. 1x 10' 0.e 11TJM DR.(+)/IM.(-) 26-1/2' 37" 26' 195.0 IATA 195.0 133.0 1 193.0 Ill. 1014 193.0 195.] 713 1154 Ip -1/e' z6-I/z' 37' Sn-3/e• 135.0 195.0 131.9 :954 lett 1ss.o iop.e 1110.: 1Jn.9 162.3 ._ __..-5.5 1 104.7 :9-1/6') 36-1/2•'50-5/e' J)' 193.0 'CSA 153.9 191.p 1931 __.:95.0 I1 _ 139.5 139.4 !734 711 99.2 28-t/2' 3T 42' El :95.0 '"A 123.3 1 195.0 _ 1954 119.0 •94.0 63.11 _ !m$ _ 171.0 542 96.3 19-I/8' 211-1/2' 74-1/4" E.7 �J TYPICAL IUyCHORS: SEE D .. FOR SPA M. t /4- DIA KWIK-CON 11 BY 'HILTI' IF- RSI, Fy 15T ws) ULTRACON BY 'ELCO' T-77 77 KSI, F7 -IM KSI) INTO 29Y WOOD BUCKS OR WOOD STROCTURES W 1-1/2' MIN. PENETRATION INFO WOOD TF!RU 1BY BUCKS INTO COVC. OR WLSONFY 1-1/4' MN. EMBED INTO =NC. OR MASONRY DIRECTLY INTO CONC. OR kASCNRY 1-1/4' MIN. EMBED INTO CCNC. OR MASONRY . (]AE 2 L(1 INTO MAMI-WDE COUNIITIYINACPPRCORVEEWDS MULLIONS (MIN. !HK. 790") INTOMETAL STRUCTURES STEEL : i/8' 1HK. MIN. (Fy - 36 SSI MIN.) NCRO9c 9/0 rn AII'CRQRC 1IITp ci91'AR IT1P ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) (STEEL W CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL .EDGE DISTANCE IN -O CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE - 1.' MIN. INTC METAL STRUCTURE - 3/4' MIN. CONCRETE AT HEAD, SILL OR .JAMBS Ec - 3000 PSI MIN - c -90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. PRODUCT REVISED ```` 1339311 IA111�1!\ omplyyl1 yy tM Fbrlle M B9IId09te4 S HN �Qy Mow-R9o. 77-0918.17 �: m- Date 7028207:7 Na 70582 By I- •I.IR 1269 1' 01, 9! ig` a¢g¢H Q n pF�Fp/9 gZ� aa�E 010.1^g no W98-100 i _+^ 00 L —26MM u- 6ul•wP p gg �' b A B to ulrrrr(, %q°. ' \ No � y' A/: do [rr �: (` :- ..• '\ '3 • � y•��/ %%jj�� rf/ (rll il\1�� ^ 'd a •IW da CZOZMVOL Om^Nuld+3 9. f9ov tl N�6� �- roe _ S s9c'- o.v' - 91-f909 SLt' vty. I aLer - -990 -" SIv' �009Z 'NIW ISd OOOZ m w,L SgWyr 1V YJOIH 1D711,!/MOTOH CIB-J WW isd OOOC - -J Savor NO ]]us 'ar3H LV 3A3 JONOO 'NIYI .l 3NrdD;)N1S OOOM C1N1 'NiW .ZIT -Z ALNOStlM C3 • OOO.M O1NI NOLYN L=N3d 'N'/+Z/l 53NO10ON15 DOOM 21U SN7O6 COC 4w 9 Z 3C 0) O • SN3018 O3T13 boas owl 03BA3 'Nlw .4• 313NON00 0:):1 038W3 47038 037111 MO 'ONOO OJY•a • ISM gfl-(.' •5M LLI-e_) - a Oro9 0'OB Eva: 6zL oTt Sc .9f Fr .a pt 8-n t 0'99 —0-0 6K L . O'C: 0'09 99 .ar •9= • .Lf OC •g• • hZ .OL L'611 r49 oZL -°E ; o� aL 1. B = FN 8 8 `9 J 9 C•Id �I� L Q' WLL roNo ppooi�& eawis I ANNOSM NO ONO7 OLVI 0=flW3 Wn•J/•-4 • 94t 4MM69MMlu ANNOSVh NO '340-0 O1NI A103SIA3N LOnaoud 1 I C9t-0)) , O- - tl5 S3bfAX.S DOOM NO MM UOOM AHL 06'CYdS wi 'AT3 33S .. 7�• MIT TIS/(h3H. lY 'lMl 'J'0 .4L TIH/Otl3H 1V 'MYW 'J'0 .LL HEWVf lY YY11 'J'0 ,1t so IV 'WA '0'C .L: aw SONS NOL! ,9 iv ONtl SON? 9,ow 9 V 3dA SO." T'7d .a, k0 ,Y, 36AL S.OI 11^Id.IL - - 3003 '•'01 .L/I L • • • • • 006 S'R0 �. ( L Lip j .LI �9• hr �-- 2911 ZV9 iE O i 0"09 0'09 .L[ ,Z/L-BZ .OZ l fL OO. L OOL 066 'rTa p o n m'. TIS/OY3H :V 'i(W, TO ,IZ �!, ser LV 'xrA '." �{)J''I sON3 Noaf .B IV ` 'J>� T5/oY3H IV .M Jc sL S=— IV 'Inar 'JPO .LL , SLN3 .0830= OB'Le •— _ ; •� L'Ll o0i oc9 9 -91t BK1 0'09 LYa O fp 9L L/1 -9Z owt .9/1-6L oou .LC -de.... s/t fL .z/l-et o'mL .vl-6L 0'09 .Zf ❑O9 OOB .Lf e'L9 .LC0-!9-0 'OB .Of ,Z/1 9L rL L S"t9 .IB .9L 0 `Z /BEI •% I ,zc .K .9z .Iz .0z e s cmL sro- otl ru coif o'se. c'ml 0= 0'" DOLL Z'Ca . Lf .Of .9f OOLI 0'La C S 6-f r. i i•2 9 •A i � -^.� P Q CDA $ 0 R -T 0 T O A I .. 1 I I I " 1 I O'OLl O'OZI CKI O'S61 O'Otl rv:: 9i(l O'561... B',IL LI 0 -; 0"L ,OL 6B .ZL 0: 096 .LC 0'09 0 -.Lf O'DII •p/S-DS ,L/t-9L f IOi 6'f( .00 OOII ,g/L-al O'OLI6'LL .RL .BL L'S5 01 0.on Z'.. .4Z o'au .cf o'ort Lim D'0.1 •B/[-Bf L/l-9Z 0'% 0'09 .BC O'011 .2/t -el 0'09 0'09 .Zf -T-9L IpC GOOt ,L4 ,Lc .ac .9Z .OL I... trot 9"911 '90. 9'BSl OOII SBLt O'Ult 0'0L: 0'L6 9f .ZI .9f .Lf ['LLI O'all 9'eC: ODII f'L91 O'011 i � 4'Zil O'011 .Lf L'Kl .Of .00 in a -� � Q j9 pi stG •9 I6 G 4 Z Z .9L L'19l 0'Ol t .Lf CbII S'OB "'Z O'tal ! 0'mt ,BL _ z Val 6'06 .IL O'96l O'Olt :-6l C'OLl B'S01 -• .Ot (-)'SA! (�)'1lC L4013i HICt% i -)1N1 I (4)-lY3 1h.MM1H0131? 'SAE YOON4 'SIRE 110RN[Il S09{ 0'011 .9L .OL 0 -Set 0'011 'SNIT YOO.HiII SNOHJ4Y N0I3Y7'IVSEAI xona waNmn' iHn]YA 87NYWN0.iN3d V AO i R9 'S3nrn 3]EYO'ld.r( L3NA� 3cn 58087NP NOLiV7'fY1Sh7 58087h'v NOl[VTN3sNI g3IJ�'d!J MOW+M iw1 B MHI f 53iHg 01 Hiatl gJnH AM'Df:]'IY d0 xJnfl 1PIWINIIV d0 SAn7Yd 3JNYWNOdN9d s7.1'IYA $7VYNN0371%d M1AM1-DADSlm MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES RER PROCONTROL SECTION BOARD AND CODE ADMINISTRATION DIVISION ( ) 1 11805 1805 SW 26 Street, Room 208 NOTICE OF ACCEPTANCE (NOA) T (786) w.mi 90 F e.gov econot v www miamidade ov/economy CGT Windows and Doors, Inc. 10100 NW 25 Street Miami, 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 tbg Authority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dad. CbUhty Product Control • • • • • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-DadaEotmty) reserve the right• • •: • to have this product or material tested for quality assurance purposes. If this prUdL;t for material fails to.... perform in the accepted manner, the manufacturer will incur the expense of such.ttSfitlg and Zte. A*VJ ma� immediately revoke, modify, or suspend the use of such product or material withirf 1ffd5r jurisdiction. REIL•:". reserves the right to revoke this acceptance, if it is determined by Miami -Dade t;:; • Pr •; . • • • • txy or�uct Controj Section that this product or material fails to meet the requirements of the applicable • * • code • • • • • • • This product is approved as described herein, and has been designed to comply�trt$4�g • • Code, including the High Velocity Hurricane Zone. V tte Florida Building...:. ...... . ...... ESCRIPTION: Series "238" Outswing Aluminum Casement Window -L.M.P. • • • • 60%00 APPROVAL DOCUMENT: 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 K dated 08/30/17, 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. NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's 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 No. 15-0512.19 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Essalk MIAMI :_)U_N_T_YM NOA No. 17-0918.11 "' • ► Expiration Date: October 26, 2023 Approval Date: November 30, 2017 i Page 1 CGI Windows and Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNT1NuFD) 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 umin * • * • seme window, prepared by American Test Lab of South Florida':.I ,� Test �po rt No.� •.' ATLSF-1109.01-12, dated 11 /20/12, signed and sealed by Henry pattern, -.E. • • • • : • (Submitted under NOA # 12-1220.14) see*** 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94." 2) Uniform Static Air Pressure Test, Loading A0W21W, TA4-94 • .:..' 3) Water Resistance Test, per FBC, TAS 202-94..' ...... 4) Forced Entry Test, per FBC 2411.3.2.1, and:TV V02-94 • along with marked—up drawings and installation diagram of %n alumini;m.oW* mer4" window, prepared by Hurricane Testing Lab., Inc., Test R;pprt . No. JrU,-0080s • • • • 0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B aad•C,' dated 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-074298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, RE (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. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) Manuel ere Product Control Ex min r NOA No. 17- 11 Expiration Date: October 26, 2023 E-2 Approval Date: November 30, 2017 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBG 5`b 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 NDA # 14-0506.01) 0000 '0000 000000 3. Laboratory compliance letters for Test Reports No. HT1-0080,i130L-07 forsvecimen A and B and HTL-0080-0905-07 for specimen B and C, issued bl Hurricane Test • • • • • Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and Vealdd by Vint J. :0000: Abraham, P.E. ' •' • ' • ' 0000 . .. 0000. (Submitted under NOA # 08-1010.02) 0 • • 0 • • 0 • 0 0 4. Laboratory compliances letters for Test Reports No. HETI-08.2143 • • • • 0 • • • • • • HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued bV?-Z Picane •. Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all Aigned and ;aalea�iy ; • • • •; Candido F. Font, P.E. 0000.. (Submitted under NOA # 08-1010.02) ' 0000 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 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 interlaver by Kuraray America, Inc., as well as DurasealO 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 on 10/26/18. Manueler Product Control Eq18.1e; NOA No. 17 - Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-4 O SNUBB R j.T iN?ACT YNDWS ONLY EXTERIOR 0. — e LOCI( POINTS • • ALL SIZES ✓• iS `z I I k '� • Vii• of I O@-0 I' ' =ry I� 1 •A ,••?I• FOR GLASS 71PES,� REFER SHEETS 3 AND 4. O.L OPG. 2 I/2• .� VFW WIDTH TYPO EL EVAnn I WINDOW w1OM (FLWOE FRAME) Ir( o MULTI PONT LDCN MVLM 1MLT POP; LOCK B BY 'ITO i BY TRUTH, AL, . TO CAM LOCKS o' M.T.ATTD CAN LOCHS 8I _ VA%. wO1Y.� lOClf LLAX D. LOCK II HIDLRrt PONTs _ I B it 1 NENBIf ipNTS �I 5 �• D _ 7 �G" — ISTHPRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY w8H THE INSTRUCTIONS: USE CHMOS AS FbIiDwS. STEP 1 DRRMINE O - WHO LOAD R•'OU:RF/IENT BASED ON AND 'NFIOCTTY. BLDG. -BCH', WIND SOME USNMFUCABLE ASCE T STANDARD. STEP , SEE CH1RT5 ON SHEE75 7 AND 4 FOR DESIGN LOAD CAPACRY OF OESRED CLASS SIZWnTT- STEP3 USING CHART ON SHEET B SELECT AVEHOR OPTION CORN DESIGN RAT.NG NONE THAN DESIGN LOAD SPECII w STEP f A � 4 IF ALUMINUM BUCK, SYSTEM IS USED USE CHART OK SHEET 7 TO DERWNE CAPACI STEP S THE (DWFST VALUE RESULTING FROM SM 2. d AND A S,M, APPLY TO ENIwE S GmM. REOLAREMEIDN)/2017 NTS OF THE 2Of4 (5TH EDR(m EDRDN) FLORIDA ITHESE WINDOWS ARE RATED FOR LAATGE @ SMA'.l MISSILE IMPACT. 9UIUVNC CODE INCLUDING RICH VELOCry HURRA:AHE ZONE (Nwz). (.SHUTTERS ARE NOT REQUIRED. , -� R 5 :BY OR 2, WOOD BUCKS A, BUCK FASTENERS BY.....- ..-..-..-.- ..-. Ol'IERS, MUSE BE DESIGNED AND INSTRUC ADEQUATELY TO TRANSFER WPM PRODUCT LOADS .-OR MULJON/MULTIPLE UNITS, REFER TO TO THE BURDINC STRUCTURE- d ANCHORS*ST SHALL BE CANUF'S N SEPARATE CGI MU L'ON N.OA SPACED AR SHOWN ON DETAILS J a Is � a 'o INSTRUCTIONS. SPECIFIED EMBEDMEM TO BlSE AND RILL S AU PER BEYOND Ie S DRESSING A MATERIAL SHALL BE BEYOND WA1 ORESSNC OR STUCCO. I'^ L •[I A A LOAD WRATION INCREASE IS USED IN DESIGN OF AMCHORB INTO WOOD ONLY............ 'yJ- ```y'• ALL SHIMS TO BE HIGH IMPACT, ' � NON-METALUC AND NOH -COMPRESSIBLE. x'F- MATERM3S INCLUDING BUT C� O = NOT UNITED TO SEEL/METAL SCREWS, 'INT J %�T] COME INTO CONTACT " OTHER DISSIMUUR WS"W SIV11 NEEP THE PRODUCT REVISED REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE k ADOPTED S-MDARDS. ee Avm Nth Me Fleride _ - 'elcN,�,�e •ICS _ a wRe PRODUCT APP,ROYAL IS GENERIC -AND DOES NOT PROVIDE INFORMATION 'M _"_° I _ FOR A SITE SPE FIC PROJECT, i.e. UF- SAFETY OF 'TBS PRODUCT, ADEDUACT M04Ne. 17-0918.11 OF STRUCTURE RI INNO THIS PRODICT AND SEALING AROUND OPENTNC FOR TE S ' • � 1o26MtO27 \\'� d., Ii g WATER INFILTRATION RESISTANCE ETC. ��^Pn �O�aLe ,�: CONDITIONS NOT SHOWN IN MIS ORAWNO ARE TO BE ANALYZED SEPARATELY, BY Wl.N7� 1D`S AND TO BE REVIEWED BY RURDNG OFFICIAL ___ W98 1 �— Ill. I—E AND PENT CMNEAS TG LIE SEALED WH GE sllP¢UF On E014V. ,,%- 0 I ..t Lao 26125 2.625 CORNER KEY CORNEA KEY 060 TKICK 5T. STEEL .J .0e2 ""N' xuulan •0• 2P13 L �� II FF x•T 16 .Oeo T"P.- �••••• •• • 0 0�� of I /� u FLANGE FRAME • • :2 v • � %LAASS)• • d • fl� (5/18' I r----z3]s....-.-. •• •• La9� p i o n lee�}'- •00'.00 • 1.351-0w 4104 720 LB 5 • I . I _• IL = p I... 1.538 ___...... .t �I.61.x-- • • • C �I u EQUAL LEG FRAME CI VENT (INSUL LAM. GLASS) /aus2uea/L®lalete o w � X ON EOLN+. ..09..�� _ p _ ...__.------.-_........... X M EOW. LB)3 O M EOlxx. x SS I x M EOUN. 11�—+ 120 � ;Nit � �i -2— If .. X M EOVN. i :. ,� - QQ VENT (7/16' aAL. cuss) u m w/ I2) IS X 3/e•.eao� 1 _�/ (e) b x Sh• ss sus A63 � . rx sn ,^,.II TAC11m w/ (]7 110 X ]/e' S5 51/3 5� CCI -175: OGEE GLAZING STOPwE ¢ E —,n:n >LN V173� ara mw/ (.q /e x 3/e• w sus PRODUCT REVISED 1W . 9 q wnn Ma FNrlea (, CGI -396: SQUARE GLAZING STOamp P NO—a. 17-091..11 J T 51-1^1111!1 llllx �i--! ' Expiration Daft 101262023 Cry Q i�p� I- X I _ 10011 TEMP. GLASS JR SPACE -i/S' ANN. CLAM 075' 509.9 CP Weh PEE COTe r By 'EO i- Chemlca CO.' .090 50TH Cbor N Col> CIO. AIAYERS-' By 'EOm- Cherr.ICOI CO.' -- 090' slmlycice By 'Kenny Amwi90. -:n ' L .090' T-Ifa PMB BY 'NYrOIq ,Merica. Ine: 1/8' ANN. GLASS 7- simiXL EJCBI '_ SPACER 1 CAAgNA1' DVRASFAL BY 'OWNS ! OR WPO2 SPh^ER BY 'OUAlA(' 3/4" [\SVLATED GLASS TYPE '2A' TEMP. GL,S5 PlIMI MANCE VILLUE,R ON 11IPACT RR913TANT TINDoVE ePEe A .el¢i3 f 11RJ�+OnLleN 0(:M.i M SPACE WINDOW WIN m' z4' 20' x' Jr Je w' IT rl/e' TEMP. GLASS CLASR h76 .1 G1A59 me '0A' W. (f) 1 T. (-) IXT. (f) 1M. (-) 110.0 I 1940 1+0.0 i 193.0 1+0.0 I".. 110,0 19°.0 `1 .075' Scie: CP WNh PET Con BY 'EwunOn Chem?wI CO: 1 1 1 .090' SON. Clear Co'" 0'"' T-INTFRLAYERS 1 = By 'Eo .,, CNemicOl Co.' OBC' SertryG"' O.0 4be 1100 I .ti.0 I ao 1295 noo us.o io.o 1x10 liD.o vsD !OT.9 101.0 110.0 195.0 By 'Kenny Am .. Inc,' 110.0 20J.0 1 ......._.. .... 0 1wA 110.0 •%.D .090' T-Wa wB nD.o t2e.t 1100 1954 By 'Kurerq Amelia, Inc.' TEMP. GLASS 995 999 ( to EDGE SPACER -- TING BLOCKS ST. STEEL BY 'CAR f;X L 4- RE « WRASEAL BY 'OUANORE%' DME7ER 5525 DR SUPER SPACER BY 'OUANEX' 3/4' INSULATED GLASS TYPE 'SA' BLOCKS ER B5t5 P&RFOPMANCE VALUER OF WALT RESISTANT WIN 15 °p H°�° N:1�ro eCTJI N PQR a 1111u + eSW+AlId Ri1As PlIMI MANCE VILLUE,R ON 11IPACT RR913TANT TINDoVE ePEe A .el¢i3 f 11RJ�+OnLleN 0(:M.i PEP.FORYANCS VALUES OF DIPACT LRSLVTANT TCNDOIIR MO SM111Otl R[Ate® MP 1t 9BFle a ]XRu) IDR 941NU:01 OLl6Lt WINDOW WIN m' z4' 20' x' Jr Je w' IT DIMS. NEI91T J° CLASR h76 .1 G1A59 me '0A' W. (f) 1 T. (-) IXT. (f) 1M. (-) 110.0 I 1940 1+0.0 i 193.0 1+0.0 I".. 110,0 19°.0 Ra010 p10fN 20' 24' 2e' 50• sz' JC110.0 w' 4' CLASS MR '3A' 1!O.o 195.0 RvIa► 18-1/0' 2. az' Dam, 26• 1 CLSa TLTa 'L' CLASS TYPE 'RA' 3!0.0 !900 110.0 1%.0 O.0 4be 1100 I .ti.0 I ao 1295 noo us.o io.o 1x10 liD.o vsD !OT.9 101.0 110.0 195.0 110.0 1mA _�.'-'.. 1+00 1m.0 110.0 20J.0 1 ......._.. .... 0 1wA 110.0 •%.D noo Izo.o nD.o t2e.t 1100 1954 1104 IZDA t9 -1/e' 26-1/z• A' R' 1m.o� Im.e !toA :950 9).t 9].1 f 10.0 120.0 120.0 .....___..._.- - 11o.c IAA !LOA ! 195.0 Ben 9es n9.o 11x00 eea !ea 110.7 1-0 9zn BL' 110.0 IzOA m' 24' 10' 30' 32' 5e' 40' +2 I I 4Z• 110.0 110.0 teas 13e.e ti➢A 110.0 195.0 195.0 z0'+10.0 N'77;110.0 2e"110.0 JO' 52' ]6' w" 6660.e + 69.0 1x0.0 e -1/e' 2e -t/2' JT a2' so -s �� 110.0 1446 flO.D 1050 1;oA 1U.9 '10.0 195.0 tw,0 113.0 110.0 -ASO IW.1 IM.1 1100 120.0 !mo eO.B 1100 Ite3 99J loss I10.o 1v5.o __.._ ._.. _-. _..19 )1] )a.1 110.0 1m.1 65.e 6a.e II0.o Im.o 3]9 11x1 60.0 ! e0.0 - - 19-1/a' 2e -t/2• D' a^ e3 98.) 1x1.2 11 GO 1%.D 92.5 : 925 110.0 1200 0,11 83j 1104 12Q0 148 n.9 1!04 I3oA ..A .4 - - 604 604 110.0 111.0 na 7sa noA lm.c zo• 24' ze' m• 32' JB ; Jz ee.4 6e.4 nab ?zac eoA I BDA - - 20' za• 25• b' ]3'� 36' a0' 43' 1100 no.a las.] 110.0 1951 121.1 naA 190.0 se.l 0.9 ee.f ua 1090 %j 1090 19_1/.' A• ){-1/a' aT.O : W.0 HOLO 404 101.1 100.1 11.4ImA Bl.f 97.: 11to 120a 91.1 91.1 1 104 110.0 95926-1/2' 4e.6 aeA esa eo.e 464 M.° s9.e s9.e I ALs U.1 3.0 ee.0 A' )/' S6.J PJA e0.0 • UAT MAX. LOADS TO 171.0 PSF MEN MULTIPOINT LOCH V'INSTRIACK' DB 5 USN f SIZ A' X T)' APPLICABLE TO FIANCE fRWES ONLY SEES' 1 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSP a . '6.34 S0FT. ...,, „_- _ B0.9 aa9 110.0 110_0 730 720-- -i1ca 1204 3r 36' )6 eo.0 KO - - Mo e0.0 - _ e9.4 69.0 1+0.0 1204 m' 24' 26' 32' 7p• 52.0 52.0 10+.3 101.1 4]a 4].e %.t 85.4 m' 24' 36' ' ><I' J2' 3T W 4z x• 1104_ _1290 i_0.0 195.0 --98.0 110].9 1104 1994 Y.1 30.1 ]aa-laS R0,0 i60.0 - 32 TA..920 1100 1260 B4A Bo.e� 06..1 !IQD I 1--2D' BO.B II" Ttm.O 34' ze' 30• sz' N' ♦1.5 419 aC.a mA N.9 31.9 ea0 e9A ]I,9 as --- )1.9 no.o Im.o I e4.a 1104 Imo - 04.• s4s - yl1 5t.z _ -= as 41x3 -_--- st.] 61.7 no.o tm.o .•• • • 0000•• •• • •••i9• • F•��' 0909 •• • N` ••9• • 9• 919 ALL CLASSu. Ow I TY�S • `l • p 00 gg • 6 C TJ r C a i Nn j C3 $ �fl3o-R PRODUCT REVI3RD w«N eM Flerlde 9Wleing «04090 17-0918.11 EKP"ft, Pete 101=2023 gy MLem a roeeet NOTE: GLASS CAFACRIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 1 3NSTALLATLON CONDITIONS FO AS iF FRAh• (APPrr C TO All FOT R CID S) FOR -C-OR PERFORMANCE YAWES SEE SHEET 8 TIIE E .. FTMt SPACJRC _ SHEEt p FOR DESCMPTICN 3/^, y �I \L1 7/8' � 1 . • v ;F- -8UCK WSTAU110N P/ OTHERS INSTALLATION TYP= 'T• WOOD R r .K TYPF 'T' MATERAL: PM37JK TREATED TYPI AI IN 7A I ARON DETAI ON IA_I FOUR SIDES/USING WOOD WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ANO -RLWSFER THEM TO THE BUILDING STRUCTURE. IN&i I V LI 11/S• � • MN • .BucK wsrATtATroN m, DrRERs ATTACHMENT lSl11M ION PR... CTT�REVISED INSTALLATION TYPF '4' WOOD RLI .K TYPF'4' 8"Zd1 q Cei=�ith eNa nenaa MA E41AL: PRESSURE TRFATM HoA . 17-0978.17 7 ,n„ n,t, 1"6120zi �P: •CAL INSTALLaON DETA • TYPICAL rrruiu lrrrr ON ALL FOUR SID S/ UNG WOOp Mlsm r(eeuee R� `�� dmµ J J �NZB••. 7TLi8t •• . .... • • V 6 i�4r • IYPI L ANC RS* • • • �•E• ElFV. FJR SPA b(M • 4EC SHEET ! _ ---s- z • • fCi DESCRNRON •.•�:�. . 0 aI •L�g3 • • • SM/E�gFAgLR�pM� •••• • � ESNiv�• '-• ••• Q�(q�3 Qp•�L� Pio • • •• o• ' C_ of '01 O •• •• -T •• 04 cs I• TIIE E .. FTMt SPACJRC _ SHEEt p FOR DESCMPTICN 3/^, y �I \L1 7/8' � 1 . • v ;F- -8UCK WSTAU110N P/ OTHERS INSTALLATION TYP= 'T• WOOD R r .K TYPF 'T' MATERAL: PM37JK TREATED TYPI AI IN 7A I ARON DETAI ON IA_I FOUR SIDES/USING WOOD WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ANO -RLWSFER THEM TO THE BUILDING STRUCTURE. IN&i I V LI 11/S• � • MN • .BucK wsrATtATroN m, DrRERs ATTACHMENT lSl11M ION PR... CTT�REVISED INSTALLATION TYPF '4' WOOD RLI .K TYPF'4' 8"Zd1 q Cei=�ith eNa nenaa MA E41AL: PRESSURE TRFATM HoA . 17-0978.17 7 ,n„ n,t, 1"6120zi �P: •CAL INSTALLaON DETA • TYPICAL rrruiu lrrrr ON ALL FOUR SID S/ UNG WOOp Mlsm r(eeuee R� `�� dmµ J J �NZB••. 7TLi8t FENYONYANCE ALI RUCK POEFC6 CES MANCE VALUES A4 .TJDt N PLLYBUCK OF ALUIBNLI( BUCKNFfALATI0N K I9 'K F' Ai 11VF' • • • ANCHORS INSTA: ON ANCRDRs LNSTILGTION 1TDIDD9D0F4. ANCHORS .RETAILS PSRY i7 SHEErs J 1NKU 9 FOR x Nppx tAPAC(OES 051: L-APPM3wpLE V4 m • • • • • • • • • • 11� ^� W 1MOOn DO®. wTOM 1401!1 iJO.(4) M(-) 9INDOT IN(3. mDMHC104T EYT.(4) 1 INT.(-) -7NhflCh7 20' IOSA 120.) 19-+ /e EKi.(4) 110.0 irT.(-) 195.0 • • • • • ♦ • • • • j _ •� 0 1. J 20' 110.0 105.0 2a' 7e' 110.0 110.0 199.0 ._ ,8e5 -- -�-.__ 24' 90.9 f2]A 2e-1/2' )R• ,10.0 '_ 195.0 •••••• • Fz•" 9t Z •� 30' 28' 90.9 110.) 37' ]6' � 30' ,IDA ':' :84.1 •••• •• • y� It Oft,b 5 tln0 1514 J2" J6• 110.9 '79.5 ]8.3 104.] 42' 110.0 152.E • • • • • O `C 8 3G' JZ' ODD W.0 JB' p0.0 Imo „OA 105.0 • • • • • • • G • . 110.0 17).3 b' 90.0 29-•1/2'1'C.0- )0' 102.) 120.D 37' 110.0 172.° •ee.3 • • • • • • • • • • 105a _tl3.l 13' 97.0 120.0 2a' 85.2 130.0 12' 28• )8' 77.9 120.0 19-1/e' S5.) 1 Oo 120.0 195.0 • • • • • • • • • • • • V e¢ _ Q 6 �¢� • 20' 110.0 ,)9.5 2a' 1100 158.0. x' 7JA •.01.3 20.-1/2' 0.0.0 IU] ! I G d OEB 148.8 29' yD- :13' W.0 60.0 37• 910 t 1200 • A • • • O R ]0' 43, OJ pI4J? 20' 1.0.0 1 120.0 12' 89.8 1200 j • i • 1�R'wI{ ^ ,OC.] •Je.l 120.0 J2' M' 97.0 1 120.0 'v -t/8• 38' ea' 85.5 100.3 1499 I I i • • •1 I • • • • • • tE9'� . 6 2 40' 117.3 26-I/2' °J e4.8 1192 • I • • W .o 9 950 120.0 120.0 a2' x• W.O W.0 3T ]2' W.0 W.0 42' 9 t/8' e7.9 WO 1100 0].1 I 80.0 151-0 eta SNS AT p' FROM ENDS 17. O.C. MAX, Al' .AMdB • j • • I• • • •• ?' ': • • • "- • '+ 2C" II D 105.0 28' 1100... W.9 2B ;::!//,2: -1/2' 11-1/a 3)' BB a 119.5 _1I WO 1 90.0 (()' 2241 OC. WN AT HEAD/SILL ' • • • • -SII,. /Ia SMS U 109, OS! 120.9 120.9 Je' i I 10 1/B' 26P/2' )e 099 , !20.0 4 (RM 1 i Ov_11/LJ li .. �-••J AT I.FRCN ENDS F-0.J.fl �1)' O.O NAS(. AT JAMOS 24' O.C. YAX A' NERC/SILL ] D3 p v QO W ' b' 19_1/8• W O s0.0 q - 90-0 110.0 a2' 1 95.0 1200 29-1/2' 108.3 _ IIOA I `I� IN N' 7' 152.0 rr- 2e' a9.55 IzoD -! Y5.5 120.0 91.9 ,2nD J0' ]2' S4' -. J. • ^ a , -- -7 j r 4 - 95.I e2.z l le.z� 112) Je' a0' " (,% "TPICAL A'.C11pRS TRE 1YPZAL ANCHORS TYPE 'C ✓J' _ c�i i I 42' 1 2 1/2• A% j COOS DR7. "---'N AT °• FROM ENDS AND 1T 1C. MAKW AT JAMBS t)' O.C. . AT H-/sLL24. AT II' FiiOM iNDS AND 17"O.r MAC AT "aS O.C. NAK. AT N 1' MIN. EAU/SILL WA 110.5 ' 20' 24• 110.0 07.0 153.2 131.0 2e: TYPICAL ANCIIOR9� sEE azy. FOR SPADAO INnALeTIDN Type' INSTALAMN TYPE 'B' q 86.0 119.0 J2' 80' +9.a 'pea A _ 1/4' WA KMK- ON R BY 'RI TI' (FO.- 141. Fy.lS> KSI) 38Y W00D BUCK OR WOW STRUCTURES � S 2 3s• DIRECTLY INTO CONC. OR MASONRY 1-1/4' TYPCAi ON A FOUR. INSTAI�ATIDN D Al aDES/ 1SIN^ A fBUCK PRODUCT REVISED YY 0..9 W.0 ,cla 81 40' •� MIN. EMBED INTO CONC. OR MASONRY B - 1 /4' D U Ar ON BY 'F- CO' (ru-177 KSL ''x^155 KSI)i MINIM SYCTEM 8-WId qp= wkh the Flarltla NOMpe. 17-0918.11Oelo a a gf8 WA 10.c 20' GA 1)1.0 2i ?D' x' 02' ss' 07a 1 955 91 _ e).3 Iz9.o 1200 120.0 119.7 D'REC-LY INTO CONOR FILLED BLOCK 1-1/4- MIN. EMBED INTO CONCRETE / 2-'/4' MIN. EMBED INTO GROUT f1LED BLOCKS 2yx ,e45 -- .065 'I'SB2I" i �• yI eas I -.OE9 E Pimfl-Daft 10!26)2023C. Mia F1 - B ale $ ak'-a 3e' C - /14 SMS (ORVE 2 CRS) 562 - �(111I1 f)) WD W.D uD.D 9TA ra.0 60.0 154.° 1x0.0 rl q a: 2c' IC: ;.125 INTO 20Y IN. P SUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENT RAION INTO WOOD t.a3s � - i 1y�,D �' ucFu�•',t•Q �)% 2i za" x' 32• n TYR .A1 EDGE DISTANCE INTO CONCRETE AND MASONRY . 2-1/2• MIN. IVTO WOOD STRUCTURE . 1' MIN. ,ALLWINUM BUCK Sous -T6 OPTIONAL COVER SOI •'�_ .. i ,� 4i 'il 99.0 117.9 51.7 1110 )].0 Mq eno J6' CONLYEETE AT HEAD. SILL OR JAMBS Yc .3000 P51 MM. C-90 HOLLON/FILLm BLOCK AT JAMBS Fm . 2000 PSI MIN. ' I� V '• OF YG" sro� - xy L- 0 Ing W98-1001 OdVAI A Inu1111 j eneecior PERFOR1U14CE 24- 'e . 1'2e' 3o' 1 se - 32' 36" W 12' T ze• J2' sa' w• 21" 2e• 30' ee' 12' J6' w• 10• x• 26' 72' 33' 9t 10• n.t. AT ]7' O.C. AT ]0' O.C. IXf.(�)/1M.(-I )I�cr.(+)/NI.(-) 0103.0 19Dtn 1x.9 103.0 193.0 195.0 _.... 129.3 ___ 177.0 1930 1950 110.8 1414 1eo.3 166.6 mso t9so 10.1.2 esd I,ne�.-.. 1290 Iso9 19sA e40 - ..- 117 1350 160.1 T7.4 103.2 -- 1746 1710 717 963 193.0 195.1 131.7 1749 192.9 193.0 1146 147.1 t 633 ID30 Nd #6.1 f x.l _ 1910_ ees 111,9 1119 1029 _ .. e2B 110.6 12e.fi - 113.] 17 A +sia _ 73.7 ee.3 W3 -.... ees 1'01 .1446 412 642 195.0 ,. 195.0 197.9 1.5Ixd 195.0 195.0 ..... 121.0 110.1 ,.,--'134 '613 I.- 1910 1031 1290 166.6 us.0 116.6 _ 173.9 _ 150.1 M. 107.5 lm.0 126.6 168.8 160.7 77,1 Al 96.6 1911 1910 13].9 195.0 1930 193.0 _._ I t .7 112 0 171! 1140 1910 llic 96 3 91.7 1+7,1 131.6 153.0 13]3 1910 1950 NO 16.4 IZIO 1117 Izo.o fe4o eea 101 I43 17'.4 _ 65.5 90.3 1910 1600- 910 131) 193.0 44,0 -7-1910 i -a 93_1 645 Sze IMA Ixd 132,7 1716 1J3.0 195.0 _ 77.4 1141 130.0- 160.0 W-8 101.2 t OeO 1010 61.9 - 92.9 1119 1x.3 sm 665 1940 195.0 Iw.7 195.0 1950 195.0 1173 164.1 1>S.J -193.0 100.3 1w.7 IOJd ---1s3.. 19s.o f9s.o 93.6._.._ ee.0 1y.1 1360 100.9 i3u Jet 1093 70.4 943 1:SA 195.0 1190 1Yl.fi 19].5 193.0 IDId ISIS :a4T I '95.0 02.1 1200 1610 I IPSO M.0 123.1 Iw.p _ '.910 60.6 1129 24' ae• 7e• 30' 2P I ei• ze' �m W ]Nrno9c 1r_._/o ,Sy(k ANCHOR, frrrn cm.R 1119 PRRFORNANCR VALUES OF Di9TAUA170N ANCLLORS ne7w m snm s bon oLTA1Ls 9pr�0n 01M9. Al 9/0 99600. [7]P ANCB099 rm e®AR CLP AT ]Y O.C. AT Ie,-, O.C. AT lY O.C. Ai 1C' O.C. 19Dtn NLUNr Kr.(-) IY-I/e' 76-I/2• 37' 25' 1950 195.0 119.4 1 195.0 995.0 IB3d 107. at • 195.0 193.0 77.1 f A9 -- 19-1/6• 37" '- E 20 v°; _ $ 1ss.0 1 .o Sfa es 191.2 -- 116.9 1f 6p5a..� 79,3 104. 7 2e-I/r so-s/e• 1931 ;9sA nod 1x. _ 2e -f/2' 43' �• 195.0 133.3 1940 115.3 193.E • • 089.0 1 _.. 96.0 17;,0 • • •56.3 91`3 19-1/0' 25-1/2' N-1/4' . 195.0 _195.0 I]O9__ 1910 tx.) 1 151 1. 111.9 166.6 - ,9 ,1 • 8, 6 • •$1 0000•• • � -` EMIL i ANCHOR -'o SEE •:9 . Poe S";N6 • 1/4" DIA KWIK-CON 11 By 'MITI' (Fu -lei K91.:y-15] Y.vt • • • • • .�j ua O 1u.�7y 1 /4' DIA U TReCON gy DDy (Fu -1. � K5;•F7-155 K51) C � • I INTO 23Y WOOD BUCKS OR WOOe grRUCTZ(ES • • • 1-1/2' MIN. ° I'R g PENETRATION IM,O WOOD • • • THRU 18Y BULKS INTO CONC. OR MASONRY • • • • '- E 20 v°; _ $ 1-1/4' MiN. EMBED INTO CONC. OR MASONRY 31 3 =� -s- DIRECTLY INTO CONC. OR MASCNRY `, Z o % 1-1/4' MIN. EM8E0 INTO CCNC. OR MASONRY U o )14 SMS OR SF F DR".a SCREM (F,P c 2 CPSj WTO MWM•-RADE COUNTY APPRO4ED MULLIONS (MI,N. AHK. - .390' INTO METAL STRUCTURES S'EEL . 1/8' THK. MIN. (Py - 36 KSI MIN.) I ALUMINUM : 1/8' THK. MIN. (606315 .MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) Q 2 M1 B TYPKAL EDGE DISTANCE 1N'0 CONCRETE AND MASONRY - 2-1/2' MIN. - 8 INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. ..I CONCRETE AT HEAD, SILL OR .AMISS YO - 3000 Psi MIN. a E C-00 HOLLOW/FILLED BLOCK AT .IAMBS fm - 2000 PSI MIN. E { -�vI PRODUCT REVISED teeew1l7M-0TM91e6b.1rM1 e `)P�- 18 NBeDlAlW�nIae . # -I ,. 11991111 D94 IO ZO12023 N9 70.+g7 - a. 9T .C•'_r l" U arawinq 110 W98-1001 META.LLATL423._CQ\DTTTONS FLAN FR"bA 1pPY TFc TO ri FO 1a Tnv�� FOR AFNCHOR PERFORM E VALUES SEE SHEET 6 INCTALIAT_ ION TYPE_3• WOOD ElUrK TYP '1' JIATES& PRESSURE IREATEO D2SAL INSTALIATION DETAI ON ALL FOUR SIDES/ I ING WOOD ALUM CHANNEL a/s• % 1• • 3/4- x 1/8 - AT ANC MR INSTALLATI_ ON rYPF W WOOD RUCK TYPE '4' MATFHdI.; PRESSURE TREATED TYPI A !NST IATION DEMI ONALL FOR SIDES/ SING WOOD WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER I ALT• ANCHOR LOCATION THEM TO THE BUILDING STRUCTURE WITH SHEAR CLIP w� 9I TMC ANCHORS I } SEE MUNN. FOR SPAGNO SEE SHELF 6 FOR DE6LRIPTON Z 0 M ETA'. • • • • RIS • E v • 00 o �I asaf '•• • • • otj JVH1/ENT TO V' c :, I • • MGTA .cTO _. IRS • �! m • • • }RvIGL ANCHORS c V* • RE • • • L EIEY. FOR•PAOINO• • O • SEE SHEEP a f�9 OF�CRPi.O� M �' � i •••• 3 h l l is 4 c 3� $: I' E _ I I II II TF��T--RTI_�-- II i �� l ATTACHMFNT TO APPROV�MULI IONSIONS PRODUyC��TgRMSED lullGln% Codww. a. Flow. 40A -Na 17-0918.11 E -P -q NI D.h 101262023 V� Alf, 7*0C2 villa —i oc a -t/9• ANN. GLAZ \ `3/1e• NMN. MASS -y Safn CG U PET core q 'Fnatmen COemkal _110.0 191.3 1!0.0 105A 110.0 193-0 -OT 3/16• HAI STFEv'D GLASS \ .373• S.R.s CP NRe PET Con '- 'Eaalmon 11.0 195.0 .-._� IS 1.00--193A . .OBO' $dtn Claar M2 Cder G'cn )1nD 1211 110.0 105.0 C.o.' Saints clear AM Cobr GNn 10)9 10)5 110.0 �_ :95.0 7100 195.0 9)1 971 110.0 195A 110A I q CBemlcol Co.' 42• I 1 IS r \ .-M7EEUYERS-I By 'EOrxon cnamlcol CO.' i_.... ay * Trmitd PY4 \ q 'Kunroy Amsrlw, Ne.' �INTERUKRS ! ..__ .000' q 'Fa.irrcn Cnrrlicd Co: 090• SenOggO. '- '10.0 193.0 I `-1NtERUTJ'Sa. - .pBD' SaBeK Ccw Ma Co9r GI04e q'F .man Cnemkal Ca.' ...... 090 SenlryGla9 nD.o n1.o 110.0 T 2 � py8 .los.D to,., Ib.• 110.0 195.0 110.0 120.0 \' .0 Tm Mnerka. Inc.' 79.5 79.3 110.0 120.0 .OA 60.0 Sy'KulBroy A-4.. !ne: Sege n 'a5.7t1C.0 N. OUSS L C_ 3/18' ANN. .OBO• Trotlld PJB q 'Nunrq AmaOc-, Inc.' CUSS Y N age" TOAF.I PVB By 'Kuroeay Amariw, 'nc. • • 3/18• HFAT MEND GISS • • • • • • ••• Q G.,c',,. } •^ g • • • SE-120NE j \ Ai 1200m 8999 j EE-12DoI995 6/18• NOMINAL 7/16• NOMCKAL 7/18" NOMINAL GLASS TYPE '2' GIdSS TYPE b' cuss TYPE 'e' PWOR1EA M VALCRS OF DIU- RCBIVANT WINDOR9 I P6RPOWlANCR OF I3eACT RRW9TANT RINDpnS --1 Kme% Bfgwlm L+3tia.9 xd1wn CF)E ro a+ets a TaM 7 209 tbTA1G'pn OZTA6J lora m 129, t1#v i wK 9arNunw R)au wwoo, MR9. CI154 1YPR '2' G3AB$ 15PR 'S' GII59 'TYPE ... Zo' 24' 28' b' 1Y 38' It ' 42' �• _110.0 191.3 1!0.0 105A 110.0 193-0 -OT l-0 161,9 110.0 193.0 11.0 195.0 1'00_ 158 1?0.0 930 1.00--193A 1'0.0 1293 110.0 1050 •0.0 1910 )1nD 1211 110.0 105.0 1ICO 910 10)9 10)5 110.0 �_ :95.0 7100 195.0 9)1 971 110.0 195A 110A _120.0 925 925 1100 i20A 60.0 e0A x' 2/' 26' 3c' 3•<<' 39" ac- 42' 42• I 110.0 IS 110.D193A 110.0 :03.0 110.0 l 5 110A 195.0 '10.0 193.0 110.0 1169 110.0 r 195.0 'loo 1195.0 nD.o n1.o 110.0 T no.o 1910 .los.D to,., Ib.• 110.0 195.0 110.0 120.0 022 92.5 110.0 120-0 613 e3a 110.0 Ito.o 11.0 1x.0 nao 1x.0 79.5 79.3 110.0 120.0 .OA 60.0 20' 24' 20' 1 32' ]6' 40' aY �• 110.0 'a5.7t1C.0 195.0 1Ia. 195.0 110.0 1214 1100 1Eloo 110.o 1950 1002 1W.1 ,10.0 1910 _ -110.0 10.0 12.0 h.1 :95.0 "" Imo 0l1 I 91.1 110-0 1x.0 t,a0 "Go l0.0 !n0 20.0 1x.0 110-0 120.0 720 728 :10.0 12CA 11.0 j 120.0 69.4 1 69.4 110.0 1 120.0 1 e.0 soo 10' 24' 2ree.z 3D• 52• J.• U' 42• �• 1.0,0 129.5 I1 D.0 113.0 110.0 IB5.0 910110.0 195.0 vxs no.o '�. 120.0 lito Imo 110.0 ,mo ea4 eea o I tmo .-! tx_o e0B e0.9 1100 I= )19 110 1 00-' 1200 110,0 IWO 110.p i 120.0 6lA 64.6 1 to 1 1x.0 110.0 120.0 61.7 61) 110.0 Ix.0 60.0 60.0 NOTE: CLASS CAPACITIES ON -HIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSiCN DECLARATORY STATEMENT DCA05-DEC-219 2a' 2e' JO' 3Y la' b• 43' 21 24' 2e' 30: ]e• 4 x- 24' ]0' 32' x• 24' 20' 1. •• • j • Lti OC �. • �G�n • S1ICONE I I' • • � � H • OOV2995 •••••• / O , • •• OOV a99 + O UPIIONAL • • •J'� ly Y� r,.g • • • • ALL CLAP •i5• ~ • • II 40 IuY"i; '•'T• • • E'287OR)1M:Ce VALT Of 01P11T�iRs1.IM: ••DORS • eva ro wcm a TK�m,�rwloOuuIBIGGD�9mwkl+••amll.• • • • • • E DIAm. f.G9A TYLE 'E' c OG19 TYPE '6' • • • J • •p • • • NFXiN! [M. (�) 1M. (-) M. �) 1M. (-) l7fT. (�) 'Nf. (-) `.. C 'i' • n' 1100 105.0 110. P_ 10.0 Ip10 • • e0' eye 76.7 .3.4 656 1 00 110.0 1930 IROp 110.0 !no 1100 120.0 211/2' ]Y 4Y 26 110A 1010 "00 1 -1215.1 03 11 C.0 •1 1 0 0 10.0 IB5.D_ 110.0 IBS • • • • • • • • • • Gj t Sj +�- C _ �� ,� �Wj 1^ o'n' 00 � •'`� O w. C • • 0 �N o 3 t Q 3 0 •-•- 30_: UosOv{ - U 7_ . • • • • • • • • )J.2 7).> 1 0.0 120.0 110.0 1200 _ tt00� 1211.1 ,351910 A 110.0 1B3 11" 1 190.. ,t IB 0 110C 195 1100 13).3 110.0 95A z. -- 100 191 703 122 11 .0 ,00.0 110.0 19-1/6• 28-1/2' 3!' 42• ].-]/8' _1260 64e 6a.e 110.0 120,0 1:OA ;20.0 OC.O 9.0 eJ.O .._..._.. __ eCA 600 !GO 963 9!3 1.0.0 1943 160 120 eea e62 ••00 1260 110.0 Im.O IIOA_ Is4.a 110.0 1940 110.0 109A S9' a6.7 e6.) 1,0.0 INA 110.0 193.0 114 )3.4 110.0 120.0 110.0 120.0 f9 -1/e' 26-'/2' 3r Q• ( 99.) �IOa.3 110 0 1940 1 0.0 1940 - 96.2 1zo.D Ilo.o tx.o )a.7no,p Izpo uo.o 120.6 05.8 652 /w.0 { izto 11 D.o 120.0 W.2 11tlito .0.6 Safi 1tc.0 120.0 110.0 _u3A 3)3 57.3 110.0 120-0 110.0 110.0 19-1/D' 2e-1/2' >Y 93• 90.) ID4.2 110.0 : 19SD I'OA 1950 a0A 60.0 eC.O I e0.3 6C.0 ; 60.0 J4.9 J7.9 110.0 Imo 110-0 120.0 e0.0 e0:0 110.0 Imo 110D I 120.010.0 M 26-1/2' 7a-,/4• 1910 !,0. 1 1200 24 2r 1 64 3o' NOTE: LOAD/AREALIMITS FOR +110.0, -120.0 PSF = 16.34 SO. FT. +110.0, -195.0 PSF = 10.00 SO. FT. # 'Fl" "A'. LOAD$ To 171.0 IF MMR! NUL'I POIM LOCK BY Jim, LOCK' 9B !S USED ## SIZE 37' k 77' APPLWABLE TO RANGE FRAMs CNLY l0 8 SEE SHEEP 1 ° PRODUCT REVISED C -' 6NIMi PEMnO 0 ti.R.Ad. ng Cod W Mow-ue. 17-0976.71 ��`�q...•�� "•. } PxRp-k1.�t�bn Ooto 9 023 is, cl L OP •, j d g no. ;. YEM. ME" ww , iii' SrE1N .Kar. TTIIADOA 5F. TI0�75 ML EQUAL F FROM WW -6 •/z' , ', W x R C•• I MAX _ IA 1 �•• •" 0t1Y __._ ._ __ '- 91.E. ' IF 1 / M1i�•• N • � o• a•R • E 3 CAM LOCKS 'ilk ALL SIZEScc, =I j J "• —•_ •'• a $•� �� 1- Ir�Acr va,nws onLr i I ` •'N� oa`i • ASLAt il•cR•• y y I � i 1 I I I r v� • • • • • • J � • � • .l _. i • • O _ 1 � -- '- ••••• � owl • 8 • �•._• ...z4_MAK lis. _ TYPIG�ELNATON • • • �' rv�� (EOOAL LEG Wf 9 • • • • �S o n ] FOR OIASS TYPES, L 2 O.L OPG. REFER TO ,__o.} owc. .. � +/z' 3 0 ' ]/�• _, wVM SHEETS 3 AND 4. I wN00w wIDM WInODN WIOTn EXTF,RIOR _ - --�-- MADM MOLL MIN, LDCK ,(� MULTI POW LOCK m BY TRU1H' BY 'IMRRLOCK' '1 1 ALT. TC GM LOCKS i ALT. TO rAu LOL<S i i DGFf rolrrts __ MAx wow. InaL R KocMr PGNrs� n 42• ] 5 le�Ya� I tI nn x` g ; � as g \ PRODUCT REVISED 7 ' \ \ _�J R:uOaM _ y- .ice NOA-Ne. IT -0918.17 y I= t} € IC 7 EKwhwtlwe DM@ 1028f1023 _.. f(A�� drawing no. ,A ML. ro �' W98--100 l ��fr 11 A1r1w�` AhW 1.1 of7 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. 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 K dated 08/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. 0000 C. CALCULATIONS 6 '0000' 1. None. •• •••• 0000.. .. 609.6. D. QUALITY ASSURANCE 0000 .. 1. Miami -Dade Department of Regulatory and Economic Resouree tRER) o • • 00006. 0000 E. MATERIAL CERTIFICATIONS 0 • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Am&icA, Inc. fQr their "SentryGlas® (Clear and White) Glass Interlayers» dated 006/2,5 15, expiring on 07/04/18. 96 9 9 .. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. forlNir "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 51 Edition (2014), with FBC 611 Edition (2017) and of no financial interest, dated August 30, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.19, issued to CGI Windows and Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M 1 approved on 09/17/15 and expiring on 10/26/18. E-5 .1 Manuel Perp, , P E. Product Control E m' er NOA No. 17-0 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONT1NVED) 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 Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri.VX. (Submitted under NOA # 96-0417.03)• . . 0000 0000.. .. 0000 . . . C. CALCULATIONS • • • • • • • • • • • • • .. 1. Anchor verification calculations and structural Y�l'�' $�- Q analysis, comP 1 A 0 • ith F 2 10, ; • • • • dated 4/24/14, prepared by Al-Farooq Corporation, signed and Aealad'by Jaua'd..00000 Ahmad, P.E. 000000 0000 00:0.0 . . . (Submitted under NOA # 14-0506.01) .. •' 0000 • • 0 ... 2. Glazing complies with ASTM E1300-09 :06" ' •• 0000.. D. QUALITY ASSURANCE ' ' • • • 0.: .. . . .. . 1. Miami -Dade Department of Regulatory and Economic Resources (RER)oo:oeo 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 BY 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 05/21/16. Manuel Pere E. Product Control Ea er NOA No. 17 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-3 CGT Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 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 Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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 '00000 3) Cyclic Wind Pressure Loading per FBC, TAS 203.94 00.0.0 along with marked -up drawings and installation diagram of a.W*,0Tiq4* 750(' P,C; fixed • • • window, to qualify DuPont "Butacite" PVB interlayer, DuraseRWaad Super SpacerZ insulating glass spacer, prepared by Certified Test Laboratpr*t*.TestftiP aV No: 0000: CTLA-3056 WA, dated 03/03/15, signed and sealed by Rame shy C epatel, P.E .• • • •; • •. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading pr•�Ot TA9.Z¢;-94 2) Large Missile Impact Test per FBC, TAS 2QL-49A. . • 3) Cyclic Wind Pressure Loading per FBC, TSS A33 94 0000:. along with marked -up drawings and installation diagram of a t-riO7400 PVC ro'ec out window, to qualify DuPont "Butacite" PVB interlayer, ilurasealg: acid.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, Durasealg 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 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. Patel, P.E. (Submitted under NOA # 14-0506.01) .. G Manuel Pe z, E. Product Control E mer NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-1