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WS-18-2316Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Perm i Permit NO. WS-8-1 8-2316 Permit Type: Windows/Shutters ork Classification: Window/Door Replacem Permit Status: APPROVED Issue Date 8/30/2018 Expiration: 02/26/2019 Parcel Number Applicant 195 NW 91 Street Miami Shores, FL 33138- 1131010000190 Block: Lot: DANELLE BANCROFT Owner Information Address Phone Cell ERIC BANCROFT 195 NW 91 Street MIAMI SHORES FL 33150- (305)713-3344 Contractor(s) HOME OWNER Phone Cell Phone Valuation: Total'Sq Feet: $ 13,800.00 0 Type of Work: REPLACE 19 WINDOWS AND 1 DOOR No of Openings: 20 Additional Info: Classification: Residential Scanning: 7 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Amount $8.40 $4.50 $3.00 $2.80 $300.00 $21.00 $11.20 Total: $350.90 Pay Date Pay Type Invoice # WS-8-18-68726 08/30/2018 Credit Card Amt Paid Amt Due $ 350.90 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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. OWNERS AFFIDAVIT: I certify that all construction and zoning. Finer -, I Authorized S9'gnature. foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating orize the above -named contractor to do the work stated. Applicant / Contractor / Agent August 30, 2018 Date Building Department Copy August 30, 2018 1 Miami Shores Village BUILDING PERMIT APPLICATION ❑ BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL 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 ❑ ROOFING ❑ PUBLIC WORKS JOB ADDRESS: / I s MAI / / 51"MIAA4 1 City: iMiami Shores Folio/Parcel#:'I 1 -3 o t - ovua"l ero Occupancy Type: Load: Construction Type: FBC20 it Master Permit NoeC- ( - Sub Permit No.` k)S19 ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS s/✓azFS Fe, 33, 56 County: Miami Dade Is the Building Historically Designated: Yes Flood Zone: OWNER: Name (Fee Simple Titleholder): EQ1(, DA/dC F Address: / 95 /1/ki q 5* ST City: /i4/A/l// 1 5 AWES State: FL Zip: 33 / SG Tenant/Lessee Name: Phone#: rZ'GB)ON CiWF`f 6 MA / L. c tYi % Zip: 33/50 NO X BFE: FFE: Email: Phone#: 3o S — % 1 1 ` 33 yy CONTRACTOR: Company Name: CDcy 2— Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ aQ 0 0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: 1g0364Un/6 hibtJJy 1js A 'o / £tv'z 141 Specify color of color thru tile: Submittal Fee Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO/CC $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) me or who has produced ram' as me or who has produced as identification and who did take an oath. identification and who did take an oath. \‘‘‘‘ %%%11111111/// \ , •ES fr44 i NOTARY PUBLIC: • Sign: / W �,• a— Sign: A El: Print: �� �'; Print: Seal: ''��6 • �w• .• �Q`\.• Seal: //////lltl(111111b'Q \\\ 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 reinspection fee will be charged. Signature v — ♦ Signature 0NERorAGENT CONTRACTOR - Theheforegoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Z�� day of , 20 L , by day of , 20 , by who is personally known to , who is personally known to NOTARY PUBLIC: ****************************** APPROVED BY 1***** ****************************************************************** ;b I Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk NAME: ADDRESS: / 9 5 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT DATE: 51.30/20/ 8 NIA) qI st sT 33/5 COrls Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have Licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. f�'� Initial 6. I understand that 1 may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with Jaws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. 1 also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. I am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Hs Anti 71 . * 33150 Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial, Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of By rate— C_rV 7 who was personally known to me or who has \s‘\\.`iEIRA l N�i�"/,,, Produced there License or f /litt-L. as identifi s oNEXPig•*'' �.�5 y2020 ;6-y ir •dnw, vr .0 m / :G a NER NrrrARY 20 10 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). Acknowledgem t: Qualifier Owner Signature '8/3cl20/6 Eric. gkiCaop Date Print Name ark 1D DEPARTMENT OF REGULATORY AND ECONOMIC RESO �: C BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE OA CGI Windows & Doors, Inc. 10100 N. W. 25t6 Street Miami, FI. 33172 SCOPE: This NOA is being issued under the applicable rules and regu` documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. (DE CRIPTION: Series "160 Sentinel" iuminium Outsw n GIazed.Doors w/wo Side APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by AI-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, 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. Impact; MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv • a ing the use of 'construction materials. The Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1, and 1.11 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 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 # 14-1015.04 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. bL�i�.2utks VOA 1o.17-26. xpiration Approval Date: February 22, 2018 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #13-0226.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S-I only) 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 manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, 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 manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. r uct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises # 13-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by AI-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, 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 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 manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). orge M. Plasencia, P.E. Product Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 12/11/18. 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 6tl Edition (2017) and of no financial interest prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #14-1015.04, expiring on 08/08/18. 2. Test proposal #16-0947, dated 07/26/16, approved by RER. orge M. Plasencia, P.E. Prod ct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-3 Mark 1D SERIES SENTINEL 160 ALUMINUM OUTSWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL .075' Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color By 'Eastman Chemical Co' 090" SentryGlas By 'Kuroray America, .090" Trosifol PVB By 'Kuraray America, Inc.' 3/16" ANN. GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS INSTRUCTIONS: USE CHARTS AS FOLLOWS. Inc.' SS GLAZING OPTIONS -< STEP1 STEP 2 S P 3 STEP 4 STEP 5 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. FOR SINGLE (X) AND DOUBLE (XX) 000R CAPACITIES SEE SHEET 2. FOR SIDELIT£ PANEL (0) CAPACITY SEE SHEET 3. FOR SIDEUTE COMBINATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEET 4. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 3/16' HEAT STREN'D GLASS INTERLAYERS- .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraray America, Inc.' .090" Trosifol PVB By 'Kuraray Arnerico, Inc' 3/16' HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 AT 1/4 POINTS GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 e Product Control •• DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. FEB 1 51018 1t111 U `•// t1 .I�i 7,0592 At OF �` zCfl L+JCC • • •N 111 0. C •• • • • . • • ,n L • M o ▪ 4i1 • Ti N • csj fA u7C to 'n o r7 -0 3 Cr 3 ' v (7 O Q .J U r-�I�' 0i c 0 rc 0 cn a) v NO CHANGE THIS SHEET PER RER COMMENTS GENERAL REVISION 1 0:8 0 0 O O r. 03 0 0 U a W 0 0 v° 11 10 to U r 0 .21 drawing no. W13-01 sheet 1 of 13 3/16" TEMPERED GLASS 3/8" AIR SPACE 3/16" ANNEALED GLASS 090" Interiayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' r 3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' OR KODISPACE 45G TPS BY 'KOMMERLING' GLASS TYPE `Cl' 1" OVERALL INSUL LAM. GLASS 3/16" TEMPERED GLASS 3/8" AIR SPACE 3/16" ANNEALED GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 %DOWSIL 899 GE-1200 AT 1/4 POINTS GLASS TYPE `C2' 1" OVERALL INSUL LAM. GLASS GLAZING OPTIONS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' OR KODISPACE 4SG TPS BY 'KOMMERUNG' 3/16" TEMPERED GLASS 3/8" AIR SPACE 3/16" ANNEALED GLASS INTERLAYERS .090" SentryClas By 'Kuraray America, Inc.' .090" Trosifol PV6 - By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 rDOWSLL 899 / GE-1200 / 4—AT 1/4 POINTS GLASS TYPE 'C3' 1" OVERALL INSUL LAM. GLASS fo414 m h as gel �ao:0 N Cii N IX 0 ff it OuLT) 2 • •00 a bg 3. •••:. EL` &ZgKv e. •- • ) • • • • •. XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' OR KODISPACE 4SG TPS BY 'KOMMERLING' FEB 1 5 2D18 PRODUCT REVISED as complying with the Florida Building Code NOR -No. 17-1226.05 Expiration Date 08/08/2023 By Mia oduct Control 0. 70592 T OF E(/ /ORbel • LOB. f<<lllltl J z C ) 0 a 0 b z 0 N 5 0 PER RER COMMENTS A 0 m W co 0 0 M I 0 0 t a 0 v O dr. by: TARIQ ) drawing no. W13-01 sheet 1.1 of 13 42" 6" MAX. HINGES HEAD/SILL SEE NOTE CORNERS BELOW N 2 f0 fro 1 w DOOR FRAME WIDTH 3" LEAF HEIGHT My oa a 0 J -0 In 5 i / '/.yyII Y - - -IF _--_ \ . ACTIVE II 0 0 N If n fl 2 ANSMORS TYPE �,AA, 'B' OR 'C' AT STILE ENDS 5 (Mark ID) 28 1/4" D.L OPG. TYPICAL ELEVATION ( X ) j U 6" MAX. HEAD/SILL HINGES CORNERS SEE NOTE BELOW 81 1/2" DOOR FRAME WIDTH ▪ 3" FRAME HEIGHT 94 1/8" LEAF HEIGHT 83 1/8" D.L. OPG. O C7 [71 I 1 �a / // / / u1 I1 n II i \l 1 II \ n II \�-IL--- FLUDET 171�BOLT / / K N N SEE SHEET 11 II =:__-- / \ ' / 3 POINT LOCK SEE SHEET 10 \\// \ \ \ \ \ \ 11 u ',F.)1 n p It II N iI p II 1 1 //I.Y - R -----f /11 / / / yytt --/- I /I t/ 1 1 1 I1 ACTIVE INAC (t 1 I1 2 ANCHORS-( TYPE 'B' ) AT STILE ES -13OOR OPTIONS 28 1/4" D.L. OPG. 28 1/4" D.L OPG. 4 ANCHORS TYPE AT STILE ENDS TYPICAL ELEVATION ( XX ) SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - ± PSF GLASS TYPES 'A', 'B', 'C1', 'C2' & 'C3' FRAME LEAF WIDTH THRESHOLD TYPES LOCK SETS INSUL GLASS SPACERS STD. ADA SCH CC BLDW CXL KOD QUAN WIDTH (X) WIDTH (XX) HEIGHT 2/ 7 72" 60 35' 80.0 70.0 80.0 80.0 80.0 80.0 80.0 42' 81-1/2" 96" 39-3/4" 80.0 70.0 80.0 80.0 70.0 70.0 80.0 - NOTE: VERIFY COMPUANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5—DEC-219 NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. SEE CHART FOR QUANTITY SURFACE APPLIED FALSE MUNTINS MAY BE USED LOCK SETS; SCH = SCHLAGE CC = COPPER CREEK BLD = BALDWIN a HINGES HEAD ANCHORS QUANTITY AT STILE ENDS ANCHOR TYPE SHIM 'A' 'B' 'C' 1/4" 4 4 4 3/8" 6 6 6 1/2" 7 7 - SEE NUTL BELOW `1) FRAME HEIGHT 94 3/8" D.L. OPG, / '/% \ I / // \ \\ // c \ \ \ ,I I G%..ASS INSULATORS: CXL = CARDINAL XL KOD = KODISPACE QUAN = QUANEX DURASEAL QUANEX SUPERSPACER DOOR D.L.O. DIMS, D.L.O. HEIGHT = FRAME HEIGHT — 12.875" D.L.O. WIDTH (X DOORS) = FRAME WIDTH — 13.75" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH — 25)/2 SINGLE OR DOUBLE DOORS WITH SADDLE (ADA) SILL • • • •• HINGES: 4" X 4-1/2" BUTT HINGES TOP AND BOTTOM HINGES AT 6-7/8" FROM EACH END INTERMEDIATE HINGES EQUALLY SPACED (3) HINGES PER LEAF UPTO 35" LEAF WIDTHS (STD. THRESHOLD ONLY) (4) HINGES PER LEAF ABOVE 35" LEAF WIDTHS (STD. THRESHOLD) (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) FEB152018 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Miami-D Product Control ott▪ - Ont. • -j N N ••••.'. • tn 4) ••• JP •0 cti 0 4- c In D r, 3 N in `i O I� M • 3 ,Qn' • z� 30. 0 Q 0 0 cn 0 w t ) c 0 rn 0 0 m W co x W X 0 REV. PER RER COMMENTS 0 rn 6 NO CHANGE THIS SHEET a 0 v 0 m o .- 8 = co Ii 0 0 0 W n 1 0 • 11 0 a Cr v a i drawing no. W13-01 (sheet 2 of 13-) 6" MAX. HEAD/SILL. CORNERS 43 1/8" SIDELITE WIDTH O D.L. OPG. O 1 1 I 1 I U' a M // I I 37 1/8" D.L OPG. 'TYPICAL ELEVATION 165 1/2" MAX. 6" MAX. HEAD/SIT L CORNERS SIDELITE LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (0) FRAME GLASS TYPES 'A', 'B'. 'C1' GLASS TYPE 'C2' GLASS TYPE 'C3' WIDTH HEIGHT Exr.(+) TNT_() EXT.(+) INT.(-) EXT.(+) TNT_(-) 30" 33" 36" 37-1/8" 39" 42" 84" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80_0 80_0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30" 38" 36" 37-1/8" 39" 42" 90" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 70.0 70.0 80.0 80.0 30- 33" 36" 37-1/8" 39" 96" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 - - 70.0 70.0 80.0 80.0 - - 70.0 70.0 80.0 80.0 42" 42" 81 1/2" SIDELITE WIDTH it 37 1/8" D.L. OPG. SIDELITE OPTIONS DOOR FRAME WIDTH 3" 3 POINT LOCK SEE Sj Ei 10 i // 3" r 0, II 1 \ Y " I \ Y \ II -rtr--- FLUSH, BOLT - DETAIL SEE SHEET 11 ACTIVE i�•I r VP 10 „i1. n. O rt II m 11 II / INACTIVE / ( ;rI 28 1/4" D.L. OPG. GLASS IN$ULLTOR LIMITATIONS FOR SIDELITES WIDER THAN 37-1/8" ONLY. 90" d: 96 11.IGHTS FOR GLASS TYPES 'C2' & 'C3' QUANEX DURASEAL & SUPERSPACER NOT ALLOWED FOR GLASS TYPE C3' CARDINAL XL (LIMIT MAX. LOADS TO ±70.0 PSF) 28 1/4" D.L. OPG. TYPICAL ELEVATION ( oxxo ) SJDELITE D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH = SIDELITE WIDTH - 6" STAND ALONE SIDELITE ONLY D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY 42" SIDELITE WIDTH II I II II SEE CHART FOR QUANTITY HEAD ANCHORS QUANTITY AT STILE & MULLION ENDS ANCHOR TYPE SHIM 'A' '8' 'C' 1/4" 4 4 4 3/8" 6 6 6 1/2" 7 7 - FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON SHEET 2 co m 37 1/8" 4 ANCHORS TYPE 'B' AT STILE AND MULLION ENDS D.L. OPG_ 0 mW a 0 O 0 SURFACE APPLIED FALSE MUNIINS MAY BE USED NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 110.3 SQ. FT. FEB 1 5 2018 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia roduct Control ItlltlitiO • • •• •••. • • • • • • • • • • • • .••• • •• • C C7 N g • • r • • • • •• • . 1, 0 •• • 1 C•• •• •CD 2 V) c O a) c 0 a o` N PER RER COMMENTS GENERAL REVISION NO CHANGE THIS SHEET 0 0 0 n m m ri O U p W n c 0 1 0 0 a drawing no. W13-01 (sheet 3 of 13) DESIGN LOAD CAPACITY - PSF DOOR SIDELITE SIDELITE TO DOOR MULLION SIDEUTE LEAF FRAME (SEE NOTE BELOW) WIDTH WIDTH HEIGHT ExT•(+) INT.(-) INCHES INCHES INCHES 24 80.0 80.0 30 80.0 80.0 33 80.0 80.0 36 39-3/4 84 80.0 80.0 37-1/8 80.0 80.0 39 80.0 80.0 42 80.0 80.0 24 80.0 80.0 30 80.0 80.0 33 80.0 80.0 36 39-3/4 90 80.0 80.0 37-1/8 80.0 80.0 39 80.0 80.0 42 80.0 80.0 24 80.0 80.0 30 80.0 80.0 33 80.0 80.0 36 39-3/4 96 78.3 78.3 37-1/8 77.2 77.2 39 75.4 75.4 42 72.6 72.6 LEAF WIDTH DOOR FRAME WIDTH SINGLE (X) 42' MAX. DOUBLE (XX) 81-1/2" MAX. SIDELITE TO DOOR NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 3. FOR SIDELITE MUWON CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE, DOOR/SIDELITE OR DOOR/DOOR MUWON CHART WILL APPLY TO ENTIRE SYSTEM. z w ( x0 ( 0X SIDELITE WIDTH DOOR FRAME WIDTH DOOR E SIDELITE WIDTH WIDTH WIDTH // / %� \ •j%is 1 o\ - \\ - i .- �s� M rs \ \ II / / \ \ \ \ :,j / / / / Immamel • fit\ MUWON END ANCHORS SEE SHEET 3 0Xx XX0 DOOR STILE END ANCHORS SEE SHEET 1 ( oxo ) E DOOR DOOR SIDELJTE FRAME WIDTH ( WIDTH ... P9 r-- WIDTH ., . \. / / \ \p / \ % <;/,,' w / o \ \ \ \ / / / / (XOX) SIDELITE VWIDTH ri--'! WIDTH r--�1 a a r.... --! WIDTH . , ,,,,. . / \. \ / / %y O \ \ \ \ \ / / ( 0XX0 ) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia roduct Control • •• ••••, • • • • ••. ••.• • .• • • • • • • • • • • •. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 FEB1 5 2018 `,111i1JJ!/ „AP • . 70592 OF 4/� c 0 0 a N N ti NO CHANGE THIS SHEET GENERAL REVISION REV. PER RER COMMENTS a. 0 c O U 0 4) 8 0 W tO h D CA. 5, v a u drawing no. W 13-01 sheet 4 of 13) v EDGE DIST. CONCRETE L_L ('. 0 49 li I. it TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING !I r EDGE DIST. v C7 0 ti v . . I TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING POURED & HARD ;+IED HIGH STRENGTH -4. ROUT f'c 5000 PSI MIN. NOT BY CGI WI MUST TRANSFER HEAR LOADS TO STRU TORE LOAD BEARING ' (SOLID SHIMS OPTIONAL TO GI2 STANDARD THRESHOLD APPROVED FOR WATER INFILTRATION RESISTANCE uT) Mark i D) EDGE DIST. r-I---r1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE LIMIT MAX. DESIGN LOADS TO ±70.0 PSF DOOR DETAILS FEB 1 5 7018 . . . •. ..•. • 0 ro 2 V a 0 0 •ba . ....1Q ••.• ••:• x .. .a 0* b w Q 1 O N jN dun • I •P' •. . gaith wC T'cz . r a to • Z a. 0 0 • .. 5,__, • s- • . •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mi - 1-D . roduct Control ▪ r oi 111 111 l l 11,//' •AT OF t0 Dp:.•� in Hi •` tE 0 O J N . •• •• • G• • A •• •o+ U.3 L • 0 o O_' X O • r c,j 0 co • N PI O • r7 In £ z LPL 0 5_V O� 0 N c O a=+ a rn c cc a PER RER COMMENTS GENERAL REVISION NO CHANGE THIS SHEET cu 0 D .i 0 h 0 o co 0 0 U 0 W M O U 0 5. 13, u drawing no. W13-01 (sheet 5 of 13) •,..x_....k...i,„.....)...._)„...),. ). ‘. (Mark 1D) 0 w W EDGE DIST. Y Y Y "X"- �.A . 1BY WOOD BUCK SEE NOTE SHEET 1 iJs a TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. -2E TYPICAL ANCHORS: SEE ELEV. FOR SPACING J4'�'. _DIA. uLT RRACO t' Y u�1 n-xSf"F3=159-KSt�, MIN. LENGTH = 2-3/4" INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 3,Y 1 KS) 4":14B£CC?ICI ETE NM ertEtViu TJ7 sr-Fy Sl IRFctL'l I NTO C ? C. ON tiLUt.K j iN-atS Ir±1Tr ►-CONCRC.1 E (t %sue 1-1/4" MIN. EMBED INTO }�CONC. ? OR BLOCKS yGr(JAMB[[��,�7S) Cat)i.- �,,.DIA..a. TEItS OR i tll'iF�r op, L OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I TO,CONCEE:I ND CKS—A f2=r/2""M1N (► `1 11V+ INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. 0 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING rc 0 E2 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DOOR DETAILS METAL STRUCTURE m 0 CO 00 rr MIAMI-DADE COUNTY APPROVED I CLIPPED MULLION ISEE SEPARATE NOA 0 cc FEB152018 TYPICAL ANCHORS SEE ELEVATIONS • • •' FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mtam roduct Control •••1I •••1 ••i • ••i •••• • •• • l z F, P. F-W • N: aCg s 1CV rg h {iIFI••�• II. �Q.•$•ei • A 117 Q• •CC re 0, w Li al 1 •J*- •a t7 m Q W 01 • • ••'A •••••+-,, • • • •• • a•••0 • • C • •• I • 1. •• Q1 0 0 c r o. 0 W 0 re a REV. PER RER COMMENTS GENERAL REVISION NO CHANGE THIS SHEET w 0 0 10 0 0 CO 0 0 U 0 r n 0 a 0 t CO 8 0 v .a u drawing no. W13-01 sheet 6 of 13) 3/8" MAX. LOAD BEARING SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING w ww METAL J STRUCTURE 1/2" MAX. LOAD BEARING SHIM CONCRETE OR' MASONRY TYPICAL ANCHORS SEE ELEV..; FOR SPACING • 0 ACTIVE LEAF D.L OPG. EXTERIOR LEAF WIDTH 1 /2" MAX. LOAD BEARING SHIM DOOR FRAME WIDTH • .4 O6 OR ACTIVE LEAF 1BY WOOD BUCK 1. SEE NOTE SHEET 1 TYPICAL ANCHOR SEE ELEV. FOR SPACING D.L. OPG. LEAF WIDTH (Mark 10 INACTIVE LEAF •••• N • L_i • • (• • • • • •• 1/2" MAX. LOAD BEARING SHIM 8Y WOOD BU W D STRU RE SEE TE EET 1 D.L OPG. EXTERIOR LEAF WIDTH DOOR FRAME WIDTH PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 0 08/2023 By Mia roduct Control DOOR DETAILS FEB 1 5 2018 Mo▪ w Woo 4▪ 10 TYPICAL ANCHORS SEE ELEV. FOR SPACING `\,‘i11111rr�/� t,' CE"Sf.;�4) �592 • • 0 N C O a 0 y 0 W PER RER COMMENTS iv GENERAL REVISION CHANGE THIS SHEET 0 z a) ui vi 0 c ri 0 O C 0 0 W a, 0 0 10 0 0 t drawing no. W 13-01 sheet 7 of 13 . •EDGE"D1ST. CONCRETE . TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 4 ' .'�.CONCRETt.. 0 1 CONCR&E. ` d Q.. EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1 /2" MAX. LOAD BEARING. SHIM CONCRETE OR • '. MASONRY 0 0 w TYPICAL ANCHORS 4" LONG SEE ELEV. FOR SPACING EXTERIOR 0 LEAF WIDTH DOOR FRAME WIDTH 42" MAX. SINGLE (X) 81-1/2" MAX. DOUBLE (XX) 0 15 D.L. OPG. SIDELITE WIDTH MATING JAMB FASTENERS FOR LOCATIONS SEE DOOR JAMB SPACING ON SHEET$2&3 D.L. OPG. SIDELITE WIDTH OMATING JAMB FASTENERS grA FOR LOCATIONS © 0 lig SEE DOOR JAMB SPACING ON SHUTS 2 & 3 FRAME WIDTH APPLY SEALANT BEFORE MATING NOTE: LIMIT TO METAL STRUCTURE AT JAMBS TO 3/8" SIDELITE DETAILS i Z q 1 fe• 0 01 a2 ri et a , O m mat O Uio. 0 • • ....0,z� •• •0 a E Q. 0 gaUE. PRODUCT REVISED IX t2 11.5 N• as complying with the Flory' ,4 LAID •_•^ Building Code • • • I 1.1. m Ilf•_ 1 NOA-No. 17-1226.0A.., :. Q Expiration Date 08/08/202'3 " Q W 0)1'F By Miami=Dad roduct Control • • EXTERIOR LEAF WIDTH DOOR FRAME WIDTH 42" MAX. SINGLE (X) 81-1/2" MAX. DOUBLE (XX) FEB 1 5 2018 •• stri dote: 01 _03-13 drawing no. W13-01 sheet 8 of 13 U 3 J a I a 0 U Y� ITEM PART No. QUANTITY DESCRIPTION MATERIAL MFG. / REMARKS DUMMYIL_ U v 1 AL-189 AS REQD. FRAME HEAD & SILL 6063-T6 YM KEYMARK /SAPA _ r-�--l'------ Moo j 3 I 2 AL-190 AS REQD. FRAME JAMB • 6063-T6 KEYMARK / SAPA 006 LT -r--- `� _ - _ -' 3 AL-196 AS READ. SIDELITE HEAD & SILL 6063-T6 KEYMARK / SAPA I Z -� ® �. / 2 4 AL-197 AS REQD. FREE STANDING SIDELTTE JAMB 6063-T6 KEYMARK / SAPA ACTIVE LEAF INACTIVE LEA r N Z Q Nitt WS 5 AL-198 AS REQD. MATING SIDELTTE JAMB 6063-T6 KEYMARK / SAPA / • •�•m a 6 AL-193 AS REQD. PANEL TOP & BOTTOM 6063-T6 KEYMARK / SAPA �� I III Ili I • •' O �•v � 7 AL-194 AS REQD. PANEL VERTICAL STILE 6063-76 KEYMARK / SAPA I I �'���II J -''-�-' C 0 ___ L • 6063-T6 �!~ # ii - d'� • 8 AL-199 AS REQD. SHEAR BLOCK KEYMARK / SAPA pp�i�tt • 9 AL-191 AS REQD. FRAME HEAD & SILL SCREW COVER 6063-T5 KEYMARK / SAPA i • • • •• Q t h M 10 AL-192 AS REQD. FRAME HEAD & SILL SLANTED SCREW COVER 6063-75 KEYMARK / SAPA `� �.,_ l " t �+�--� • • • • • • i 0 iFl•�} 11 AL-121 AS READ. GLAZING BEAD (7/16" LAM.) 6063-T5 KEYMARK / SAPA �- i--� OPERATION OF DEADBOLT ® -< • a 0 g. tp.o Lt; �• 12 AL-123 AS REQD. GLAZING BEAD (1.000" INSUL-LAM.) 6063-T5 KEYMARK / SAPA _ ?"' (WITH KEY FROM THE- , • • • •�, 4 Q. 0.0•51 13 AL-200 AS REQD. SHEAR PLATE 6063-T6 KEYMARK / SAPA EXTERIOR OR THUMBTURN EXTERIOR I } FROM THE INTERIOR) �- I ---....... � -�' L — _ • •rTi 0 "Ifa Et �Z 14 AL-195 AS REQD. ASTRAGAL 6063-T5 KEYMARK / SAPA ACTIVATES THE THREE-POINT L----__ J OWN tun.V•^ LOCK MECHANISM ----1-.. IL - Q.2.E 16 AL-540 AS READ. SADDLE THRESHOLD (ADA COMPUANT) 6063-T6 KEYMARK / SAPA OPTION INSTALLED. } a1•0 17 HO-4503PL AS REQD. THREE POINT LOCK ASSY. (AT ACTIVE PANEL USED BY ALL OPTIONS) METAL CGI PROPRIETARY SECTION AT DEADBOLT LOCK v c 18 HD-1204 AS REQD. FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL, USED BY ALL OPTIONS) ALLOY, ,IEEL CGI PROPRIETARY IN OUrSWING DOOR (L.M.I./S.Mj) ,ws and Doors, Inc. 25TH STREET 53172 —6590 FAX. (305) 593-6592 19 HD-5455 PASS AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL ' - 20 HD-5455 AS REQD. DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN �' 21 HD-8231 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL (De® otem 22 J10 TOR605 AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL 23 J10 TORSOS AS REQD. DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE C 24 JD60 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 25 HD-34-10116 AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL 41)26 HD-34-10116 AS REQD. DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 3 BRASS, STEEL COPPER CREEK ACTIVE LEAF rlle LEAF rINACTIVE 27 HD- D82410 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL zn r, l v : L 28 AS REQD. LATCH LOCK STRIKE PLATE S. STEEL - HD-537 111E1 I 't :1� If I rn 28A - 2 /PLATE #8 X 3/4" PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - �� CIE 1•I>f� 1_Ls� ii�- �II ti E 1 If ,I 1 4 0 2 29 HD-538 AS REQD. DEADBOLT PLATE S.STEEL - illig I "� I Z "STRIKE � = Y 29A - 2 /PLATE #8 X 3/4 PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - -- l _ `�� N u- 30 HD-536N AS REQD. LATCH LOCK STRIKE PLATE SHIM NYLON CGI 5 O Q 31 HD-390P AS REQD. LATCH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON CGI J 0 5 U — m ' ...e, AS REQD. LATCH LOCK & DEADBOLT PROTECTIVE DUST BOX NYLON CGI 1 32 HD -STRIKE BOX — _ EXIEHIOR 1 NO CHANGE THIS SHEET GENERAL REVISION REV. PER RER COMMENTS 33 HD-525-9-REV 2 /LOCK "MECH. BOLT LOCK ASSEMBLY 5. STEEL CGI l description NO CHANGE THIS SHEET 33A HD-533C 1 /ftUSHBOLT FLUSH BOLT GUIDE (TOP & BOTTOM) CAST (ZINC) CGI 34 HD-CH-108 4 /LEAF 4-1/2" x 4" HINGE ALUMINUM CGI PROPRIETARY SECTION AT LEVER LATCH LOCK 35 HD-A8800-US32D 4 /LEAF 4-1/2" x 4" HINGE BRASS HAGER 36 HD-AB800-US 4 /LEAF 4-1/2" x 4" HINGE S. STEEL HAGER 37 03/8"-16 ROD 2 /LEAF 03/8"-16 FULLY THREADED ROD (ZINC PLATED) STEM - (Mark 38 WS-382V AS REQD. GLAZING BULB (DUROMETER 75/80) PVC PROTOTYPE 1D 39 WS-W33321 AS REQD. x 320" ULTRA SOFT FIN WEATHERSTRIP - ULTRAFAB .187' 40 HD-203 2/LEAF SHOOT BOLT PROTECTOR, AT DOOR FRAME HEAD & SILL PVC - SEALANTS: a .n 41 HD-12-10042 AS REQD. .350" REACH POCKET SEAL (FRAME PERIMEItK GASKET) - AMESBURY ALL JOINTS AND to to f, m 42 WS-32011 AS REQD. FOAM-T1TE CLOSED CELL FOAM COMPRESSION SEAL - AMESBURY FRAME CONNECTIONS SEALED WITH GE SCS2000 SILICONE SEALANT. o '� o v "' a •`° - ri N 43 HD -CUP ANGLE 2 /EACH 2 x 2 x 1/4" CLIP ANGLE (ADA THRESHOLD TO JAMB ATTACHEMENf) ALUMINUM - •� �`� o o o .- o PRODUCT 44 - 3 /CORNER #10 x 1-1/4" PHP. PH. SMS. (PANEL & FRAME ASSEMBLY) S. STEEL - REVISED c 45 - SEE ELEV. #14 x 3/4" HH. TEK (MULLION ATTACHMENT) S. STEEL �1lyyttil�� - as Building ICyCodewith the Florida `��\ �® N,141,41 ate! 01-03-13 )1i acale: 3/g• — 1- dr. by: TARIQ c T.by: I 46 - 8/HINGE , 4/CUP #12-24 x 1/2" PHP. FH. UC. THREAD FORMING S. STEEL - NOA-No. 17-1226.05 V��, �,' Nce. ®�i� 47 - 2/EACH #6 x 1/2" PHP. TH. SMS. (ASTRAGAL ATTACHMENT) S. STEEL - Expiration Date 0 8/2023 48 - 1/EACH #10 x 3/4" PHP. PH. SMS. (BOLT LOCK / FLUSHBOLT GUIDE ASSY.) S. STEEL - FEB 1 5 20f ''.`NO. 0692 ':.149 4 03/8"-16 SERRATED -FLANGE NUT (ZINC PLATED) STEEL u By 03/8"-16 NUT /LEAF - Miami- ad roduct Control - ' 50 1/2" PHP. PH. MS. ASSEMBLY) S. STEEL 7 IX- - 2 /FLUSHBOLT #8-32 x (FLUSHBOLT - .: 51 HD -DOOR SWEEP 1/EACH DOOR SWEEP (OPTIONAL), SECURED W/ #6 x 1/2" PHP. PH. SMS. ALUMINUM SCREEN TECH : •fgf„;LU� drawing no. 52 HD-34-10003 1 /SCREW HOLE INSTALLATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS ONLY) NYLON - is� '. • • 4 '..t\C; ; W 1 Z J _ O 1 j 53 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A �/ SY' s0%� ��>» T t 111 0° (sheet 9 of 13) O #10-24 x 2-I/2• PHP. PH. 55. MS. 0.450' (OD) x .031° NYLON WASHER 0.295 (OD) x .040 x 2' 5. STEEL 5PR1NG 0.450' (OD) x .031' NYLON WASHER TOP HEX ROD WR11 COUPLING NIJT (L-511LE HT.- 49.575 ) NYLON SILENCER BLOCK 05.500. 5. STEEL WHEEL BOTTOM HEX ROD W/ COUPLING NUT (1ENGTH=34) FEB1 5 2D1$ UNLOCKED POSITION LOCKED POSITION • • •• .• . •••. • ..•. • •• •• • • • • • • • •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.1226.05 Expiration Date 08/08/2023 By M Product Control J a. 0 • • ( ) 0 m c O 0 1n NO CHANGE THIS SHEET GENERAL REVISION NO CHANGE THIS SHEET A O 0 -0 0 r 0 r co 0 0 C 0 d w e0 0 0 • V m 0 z .if L \ U 1 ) C ) drawing no. W13-01 sheet 10 of 13 0 LOCK (INACTIVE) STILE PANEL HEIGHT • UNLOCKED POSITION LOCKED POSITION FLU5NBOLT ACTUATOR U 0 P'3 , Z PJ 0i n°4 a 2 m N d 0. qv m •p • O • • .0 El .0113. ICI w U • • ii •••t V , • • • n ••:: •.• ,0 0 bet z Nloni • • • :a hiRe •.• . • .• .�. �s PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia roduct Control NOTE: FLUSH BOLT AT INACTIVE STILE (PARTIAL TOP END SECTION SHOWN, BOTTOM END SIMILAR) FEB I52018 ) 0 FAX. (305) 593-6592 Ul 0 fA 0 a U to W U 0 z 0 D 0 0 O io m ri fV 0 0 0 W O 0 b v ecole: 3/g" m i` dr. by: TARIO drawing no. W13-01 (sheet 11of13 .100 3.825 .125 1.590 O DOOR FRAME HEAD/SELL 0 .062 - 1.625 L-1.587 -=-1 FRAME COVER 6.438 1.755 SIDELITE TOP & BOTTOM FRAME 0 TOP & BOTTOM RAIL SILL COVER 15 SIDELITE JAMB COVER HINGE & LOCK STILE 14 ASTRAGAL ADAPTER 4.000 0 16;51__IL .625 -1.622 SHEAR BLOCK .185 -‘4--.115 SHEAR BLOCK PLATE 4.000 .125 .50a is SADDLE THRESHOLD 1.462 .090 4.000 3.005 - 2.000 f _075 070-�j .420 If J 1.465 0 SIDELITE FRAME JAMB 0 4.000 SIDELITE MATING JAMB r.675 .995 i .050 1.184 1-.)- GLASS STOP (LAM. GLASS) }�--.120 .995 .062 .050 1.184 L- GLASS STOP (INSUL. LAM. GLASS) FED152018 . • • •• •... ...• •.. • •.• :a • •• •1 • . • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia roduct Control O 0 0 0. 0 0 0 v .n C) 0 D Lei 0 0 0 n_ co ri 0 0 0 w drawing no. W13-01 (sheet 12 of 13) DOOR FRAME JAMB ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS I • , HOLE CAP MATING JAMB FASTENERS SEE SHEET 8 FOR DETAIL j� DOOR FRAME TOP & BOTTOM CORNER LEAF TOP & BOTTOM CORNER ACCESS HOLE SIDELITE JAMB CORNER TOP & BOTTOM n i u SIDELITE MATING JAMB CORNER TOP & BOTTOM ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS n w • •• • • . . ...• .•$ • • . • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.1226.05 Expiration Date 08/08/2023 By Mia FEB1 5 2018 roduct Control „titifll1 p (--'�: . 70692 i* 00. Z n co 0 M� N Q S •. •14 • QO�..a O -• •a. • , N re • • O . k O ti. Oa • 0 N.• Dm", :6 - J C3 c /n OOCI I-LI 1- V) co ir) • to O N? 3a - _ o5 O0 U1- FAX. (305) 593-6592 c O U 0) N 3w NO CHANGE THIS SHEET Z O W 0 NO CHANGE THIS SHEET .a 4> 0 1D 0 O 0 h_ 10 0 o O W W a 0 drawing no. . W 13-01 SADDLE THRESHOLD CORNER sheet 13 of 13 Mark 1,4,5,6,7,8,9,10,15,17,19,20 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & 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 the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (Tn Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ries " entme ununum onz n " ping_ rn owe. . . APPROVAL DOCUMENT: 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 "H" dated 09/05/17, 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. „cTRATTNG: Large and Smal Missile mp +ct it sfan 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--0929.13 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 Jorge M. Plasencia, P. E. Zrtil MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy ion Approval Date: November 02, 2017 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's 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 by 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 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, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series Sentinel 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) 7 orge M. Plasencia, P. E. ProdGct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-1 CGI Windows & Doors, Inc. 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, Durasea1414 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. (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" 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 5th 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. �efge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 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 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (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. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. 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 "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. orge M. Plasencia, P. E. Pr' uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-3 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® UItraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 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 to FBC 5th Edition (2014) and FBC 6th Edition (2017), dated 08/30/17, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA #15-0929.13, expiring on 09/22/20. orge M. Plasencia, P. E. r uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017. E-4 110" TYPICAL ELEVATION 6" MAX. 111" HEAD/SILL VENT HEIGHT M to 0 R 0 -J Tr I I II „ FLANGE WIDTH 5 5 1I ,t�`� I l 11 5" MAX. TYP. MTG. STILE • I1 to m i1 FALSE MUNTINS (SURFACE Ado) ONAL 32 7/8" O.L. OPG. 36 3/8" VENT WIDTH 32 7/8" D.L OPG. ADDL, ANCHOR REQD. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL 11 ll FLANGE & FLANGE ADAPTOR FRAME SS , 110" 5 1/2" MAX. HEAD/SILL FALSE MUNTINS (SURFACE APPLIED) OPTIONAL BUCK WIDTH 5" MAX. TYP. - - MTG. STILE 13 5/16" MAX. HEAD/SILL i !! 11 1 II 1 • 1I ---- ��{{.. ,,,, -- I II ---- %% TI 11 11 1, v ; � 1,•; T . . 1 32 7/8" D.L OPG. 36 3/8" VENT WIDTH • 32 7/8" D.L OPG. FIN FRAME 5 1/2" MAX. HEAD/SILL i BUCK WIDTH 5" MAX TYP. MTG. STILE `� ) �i ` 1,, r BUCK HEIGHT 58 I/2" VENT HEIGHT 55 3/4" D II II II Fg JL l� 11 i IJ=1 rr II II itik I Mr / f f a ;3 !, ! ;1� 1 I\', 1" FALSE MUNTINS (SURFACE APPUED) OPTIONAL 32 7/8" D.L OPG. 36 3/8" VENT WIDTH (Mark 1,4,5,6,7,8,9,10,15,17,19,20 SERIES SENTINEL 120 ALUMINUM HORIZONTAL DESIGN LOAD RATINGS FOR THESE CHARTS SHOWN ON SHEETS 2 & 32 7/8" D.L. OPG. EQUAL LEG FRAME SLIDING WINDOW WINDOWS TO BE AS PER 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 MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFELY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. • •• •• m• • 7 • • • ADOL ANCHOR READ. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS A7 HEAD/SILL .• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Da 09/22/2020 By Mfam a Product Control LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT ``�1111III1/��� ,�•p ENs� i 7 OF R1QP. •'• �\ >ONAL >lI11111o, L J a • 0 a 2 0 U • •• • 4.) • • CP• • o in 14J . vi O I= r, re Npj 3 r') 0 • c � ▪ a _ 0 ( ra o2 N to to to at 8 0 to to 0 0 0 a) O Q RER COMMENTS 0 T 0 to of 0 0 0 0 8 O c W W 0 c drawing na. W10--18 sheet 1 of 11 r IVnt.. LLLV IIv1]FLAN 6" MAX. .. GE WIDTH 5" MAX. HEAD/SILL TYP. x i MTG. STILE ' 5 O 5 co I� I~`I; I I ji, FLANGE HEIGHT 58 1/2" VENT HEIGHT 55 3/4" - I I il - II .V. /. ,, _____ / I < --IMF— ,. II r� 5 . , N I r ; CI) .. FALSE MUNTINS (SURFACE APPUED) 24 ---/ 1/2" 49 5/8" ..... ADDL. ANCHOR READ. AT CENTER OF ALL PANELS OPTIONAL D.L. OPG. a 28" D.L OPC. FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL om. FLANGE & FLANGE ADAPTOR FRAME 110" 5 1/2" MAX. HEAD/SILL FALSE MUN11NS (SURFACE APPUED) OPTIONAL v 5" MAX. TYP. MTG. STILE BUCK WIDTH 13 5/16" MAX. HEAD/SILL II II I I I II /. I 0 1 /. n B2 ti / i i . / 1 . 24 1/2" D.L OPG 28" VENT WIDTH 49 5/8" D.L OPG. FIN FRAME e cf) LJ w 0 cow 0 110" 5 1/2" MAX. HEAD/SILL Al FLANGE WIDTH f 5" MAX. TYP. MTG. STILE 10 ca w as U N CO GI x w CO * r) 10 to 0 0 J II FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 24 1/2" D.L OPG. 28" VENT WIDTH F_===_ _ =± 49 5/8" D.L OPG. EQUAL LEG FRAME PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 9/22/2020 roduct Contro • •• •• • • • • • • • • • • • •• •• •. • • • • • . • r-. • t- ADDL. ANCHOR READ. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL `` w 111111/t// ��:•• VOF-Neki' . • •• • 0 Zttl 0 ...1 • F8)0. :41 I�^q :12: • • c9 0 • MD E z COMP-ANL\W10-03CGI N L 0 1 0 zn N T 0 0 O O O 0 O sc U x drawing no. W10-18 (sheet 1.1 of 11 • • • ' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. BAIL. GLASS TYPES 'A'&'A1', 'B'&B1' GLASS TYPES `B' & `B1' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXr.(+) INT.(-) 26-1/2" 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 80.0 90.0 ,26 1/ xir 53-1/8" 4 38-3/8" 25-1/2" 36" 52-1/8" 73" 37-3/8" (65.0;" (650'° 80.0 90.0 5.0 80.0 90.0 65.0 65.0 80.0 90.0 5.05.0' 80.0 90.0 26-1/2" 37" 50-5/8" 25-1/2" 36" 52-1/8" 73" 49-5/8" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 53�t%S CD 5{}1 54 80.0 90.0 , ED 80.0 90.0 26-1/2" 37" 53-1/8" i74:,+ 63" 25-1 /2" 36" 52-1/8" 73" 62" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 2 f(60.21 80.0 90.0 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' BUCK DIMS FLANGE FRAME rl" TIP. FLANGE DIMS ) DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'&11', 'VOW GLASS TYPES 'B & 'B1' GLASS TYPES 'C' & `Ci' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) ECT.(+) INT.(-) 55-3/4" 78-15/16" 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 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" 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" 62" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 • OPERATING VENTS TO SE 1/3 OF THE WINDOW WIDTH 'XO OR OX' Mark 1,4,5,6,7,8,9,10,15,17,19,20) STD. MTG. RA11,: j KO. MTG. RAIL; PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami -Da MARK 1, 6, 19, 20 MARK 4 (MARK 5,7,8,10 MARK 9) MARK 15 ARK 17) SUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEM ENT DCA05-DEC-219 1 ___-- oduct Control • • • • . •• 4 • •••. • • • •• •• • • • • • • • • • •. • FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME i1 • i 0 • Gel 1,4 0 0, 0 0 2 a 0 0 a0 0 0 a c w� z 0 0 6 O a a 7 V drawing no. W10-18 (sheet 2 of 11 j DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'&'A1', 'B'&' 1' GLASS TYPES 'B' & '131' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) iNT.(-) EXf.(+) 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 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" 37-3/8" 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" 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" 110" 62" 65.0 65.0 80.0 90.0 61.6 61.6 80.0 90.0 60.0 60.0 80.0 90.0 (1/3W) (1/3W) (1/3w) f '/ J 1 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH TYP. BUCK DIMS 'XOX' FLANGE FRAME FLANGE DIMS TYP, DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL CLASS TYPES 'A'&'Ai', ,B'dc'B1' GLASS TYPES 'B' & 'B1' GLASS TYPES '0' & '01' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EX1*.(+) 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" 85.0 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) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH BUCK DIMS EQUAL LEG FRAME STD. MTG, RAIL: 1 H.D. MTG. RAIL: 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 1 7-0918.09 Expiration Date 09/22/2020 By Miami -Dada roduct Control • • • • •• • • • • • • • • • • • • • •• • • • • .� • • • • FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME • - . t • a • N a, d• • 1 a, Ow 0 1-0 ce - (NI co C M rn 3 O . M U- c r- . O e2 drawing no. W10--18 sheet 2.1 of 11) DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'&'A1, 'B'&'Bl' GLASS TYPES 'B' & 'B1' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 25-1/2" 36" 52-1/8" 73" 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 65.0 65.0 80.0 80.0 25-1/2" 36" 52-1/8" 73" 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 55.0 65.0 80.0 80.0 25-1/2" 36" 52-1/8" 73" 49-5/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36" 52-1/8" 73" 65,0 85.0 80.0 80.0 65.0 65.0 80.0 - 80.0 62" 65.0 85.0 80.0 80.0 60.2 60.2 80.0 80.0 OPERATING VENTS TO SE 1/2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'k'Al , 'B'&'Bl' GLASS TYPES 'B' k '11' GLASS TYPES 'C' & 'Cr WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 54-3/4" 77-15/16" 82-1/2" .25" 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 54-3/4" 77-15/16" 82-1/2" 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 54-3/4" 77-15/16" 82-1/2" 49-5/8" 65.0 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 85.0 - - - - 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918,09 Expiration Date 09/22/2020 By Miami -Dad roduct Control FIN FRAME • • • •• •• • • • • • • •••• • •• •• r-. 0 0 0 I O 0 2 0 0 • • •I C • • • • • • • •. • ae • • C• • C• • ai 0 4i 0 W fn �� N t0 rn .:, •,Qn' Z 0 Q 2 FAX. (305) 593-6592 c � c 0 P. 0 Z 0 a 0 CA NO CHANGE THIS SHEET T .a 0 v 0 b 0 0_ CO N 0 0 n 0 O L. co 0 N 2 6 u (74 °o a v` .ii , u i 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 , 'B'& B1' GLASS TYPES 'B' & 131' WIDTH HEIGHT EXT.(+) INT.(-) EXf.(+) 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 85.0 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" 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 I it (1/3W) (1/3W) (1/3W) % / OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'xox' DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'&'AI , 'B'&'Bl' GLASS TYPES 'B' & '111' GLASS TYPES 'C' & 'Cl.' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73" 105-1/4' 110" 25" 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" 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" 65.0 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 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - _ 65.0 65.0 (1/2W) OPERATING VENTS TO BE 1/4 OF' THE WINDOW WIDTH STD. MTG. BAIL: { 1 H.D. MTG. RAIL: 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17"0918.09 Expiration Date 09/22/2020 By Miami -Dad roduct Control FIN FRAME • • • • • •• • .••• • • • • • • • •• •• • • • 2 • • •• • O 0 0 0 i a. 0 czi • • • N q• • la • • 1 • • M 0 D▪ = o c N. p ') 0: -El r t 0 U a) NO CHANGE THIS SHEET 0 b 0 0 0 0 c • • drawing no. W10-18 sheet 3,1 of 11 y r1/8" ANN. GLASS .075" intertayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer >' Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/8" ANN. GLASS z N 0 SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES 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 Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' O 090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 1/8" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass 'Eastman Chemical Co.' OR 090" Interlayer SentryGlas By'Kuraray America, Inc.' OR .090" Interlayer Trosifoi PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITFS WIDER THAN 36" GLASS TYPE 'B' 5/16" NOMINAL LAM. GLASS 1/4" AIR SPACE 1 /8" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY `CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70" OVERALL INSUL. LAM. GLASS z 5 1/8" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By Kuraray America, Inc: OR .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/8" BEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 0 HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core O'Eastman Chemical Co.' R .090" Interlayer SentryGlas By `Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON L1TES WIDER THAN 36" GLASS TYPE 'C' 5/16" NOMINAL LAM. GLASS (Mark 1,4,5,6,7,8,9,10,15,17,19,20) 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL. SIZES GLASS TYPE '131' 0.70" OVERALL INSUL LAM. GLASS IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al', '81' & 'Cl' MUST BE TEMPERED• z 0 1/8" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Cl,' 0.70" OVERALL INSUL LAM. GLASS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miam roduct Control • • • are • • • • • •.•• •• • a. 0 0 • • • • • • • 00 SLIDING WOW! (LM.I./s M.I.) • • FAX. (305) 593-6592 r 0 60 5 1 0 n 0 0 0 UPDATED TO 2017 FBC T a> 0 O 0 ro N 0 0 w x. -42 drawing no. W10-18 sheet 4 of 11) . • • • • • • • • •• • • • • 18Y WOOD BUCK v 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING DIST,' 2 . a i TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. tt N FLANGE & FLANGE ADAPTOR FRAME 2 3/8" MIN. "' 1 2-3/8' MIN. Csi WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2V6'. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMI PRODUCT REVISED as compilng with the Florida Building Code NOA-No, 17-0918.09 Expiration Date 09/22/2020 BY , Miami-D e Product Control WEEPHOLES: W 1 = 1 /4" X 1-1/2" WEEP SLOT END WITH PLASTIC COVER W2 = 1/8" X 1/2" WEEP SLOT AT W3 = 1/8" X 1/2" WEEP SLOT AT (Mark 1,4,5,6,7,8,9,10,15,17,19,20 r r--- �� I MIAMI—DADE COUNTY APPROVED i MUWON & LIUWON ANCHORS SEE SEPARATE NOA I EDGE DIST. 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 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. 74" 5- JLTRACON BY 'EL Ost INTO 2BY WOOD SUCKS OR WOOD STRUCTURES 1-1 /2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) !L 3A+1BS)) 1-1/4" MiN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1 /4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1 /4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 ORS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) fICAL-EDGE DIS?ANCEI 0l . E-AND t ss NiToa 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 f'c = 3000 PSI MIN. C-90 HOLLOW/FILED BLOCK AT JAMBS f'm = 2000 PSI MIN. AT 4-1/8'1 FROM EACH 3-1/8" FROM EACH END 3-1/8" FROM EACH END 111IIIf 1 ".y.:•"VGENSF• '• �.: 7' :: r • • • •• •• • • • • • • • • • • • • •• •• • • • • • •• 141 OF • 11110 • ..1 i 0 C • •• • O p 1- OWN N 3 in (Ni 3 M o� cZ� O O U- FAX. (305) 593-6592 c REV, PER RER COMMENTS 0 g 0 I 0 0 0 1. 0 0 r-. • 1 • drawing no. W10-18 (sheet 5 of 11) • • • • FLANGE & FLANGE ADAPTOR FRAME 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS BUCK WIDTH BUCK WIDTH XOX LAYOUT MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH EXTERIOR 1 /4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SHIM TYPICAL ANCHORS SEE ELEV, FOR SPACING BUCK WIDTH ti VENT WIDTH SCREENS OPTIONAL XO LAYOUT EXTERIOR D.L. OPG. TYPICAL ANCHORS SEE ELEV. FOR SPACING OALTERNATE 1/4" MAX. SHIMS 1 /4" MAX. SHIMS SWEEP LOCK OPTIONAL TO SPRING LOCK TYPICAL ANCHQ SEE ELEV. FOR SPACING 1 FLANGE ADAPTOR FRAME • • • •• 1 • •••• • • • • • • • •. •• • • • fa Z gPE a -„ O °r°,c)O O D..A • P• ao zg.1.1 (.1.83 • • • • • . • • a INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. (Mark 1,4,5,6,7,8,9,10,15,17,19,20) PRODUCT REVISED as complying with the Florida 1BY Building Code a 4 "3 WOOD BUCKS � NOA-No. 17-0918.09 Expiration Date 09/22/2020 Da sal tC a Miami -Dad uct Control d 03 0 c O OMP-ANL\W10-0 (NI •• • U • • co G•• • 1 r) 0 0 O ,t a w - LL c O vs, a Ncri 0 p g Mi •'1 0 a 0 z NO CHANGE THIS SHEET NO CHANGE THIS SHEET 0 0 0 10 0 0 0 W 0 drawing no. W10-18 1 BY WOOD BUCK de v. IBY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH Jr..' CAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. EQUAL LEG FRAME r r MAW-DADE COUNTY APPROVED MULUON & MULLION ANCHORS SEE SEPARATE NOA EDGE t DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8" MIN. Ni 2-3/8" MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 236". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMti PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami- $ roduct Control MIAMI-DADE COUNTY APPROVED MULUON Sc MULLION ANCHORS SEE SEPARATE NOA BUCK BUCK WIDTH _ WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 010. .• • • • • • • . • • drawing no. W10-18 sheet 7 of 11 ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY CGI _ HOUSE WRAP NOT BY CGI O J EXTERIOR TYPICAL ANCHORS SEE ELEVSPACING FOR W2 w1 B2 HOUSE WRAP NOT BY CGI i! ft 1 BACKBED CAULKING BACKBED CAULKING 1/1/2" '1 TYPICAL ANCHORS SEE ELEV. FOR SPACING z WOOD STRUCTURE NOT BY CGI c`§ 1/4" MAX. GAP 1 /2" MIN. HOUSE WRAP NOT BY CGI TYPICAL ANCHORS: SEE ELEV. FOR SPACING #8 SAS (Fu = 74 KSI MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD -SCRFFNS OPT. BUCK WIDTH EXTERIOR FIN FRAME PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miam a roduct Control • • • • 4 •• ��:�- ens`• 419/ . • • • • • • • • • • .... • • • • • • • •• • TE OF Hum f •r• ( V7 _N C 0 b 0 .0 0 0) v 0 U 0 0 0 N O m CI 0 r, 0 0 0 W 0 N U i .31 drawing no.. W10---18 sheet 8 of 11 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF ./SUPPLIER/REMARKS El CGI-100 - FRAME JAMB 0 FIXED GLASS r 6063-T6 CGI EXTRUDER E2 CGI-113 - FRAME SILL 6063-76 CGI EXTRUDER E3 CGI-102 - FRAME HEAD 6063 T6 CGI EXTRUDER E4 CGI-103 - MEETING RAIL 6063-T6 CGI EXTRUDER E5 CGI-104 - LOCK RAIL 6063-76 CGI EXTRUDER E6 CGI-105 - HANDLE RAIL 6063-T6 CGI EXTRUDER E7 CGI-106 - SASH RAIL 6063-76 CGI EXTRUDER E8 CGI-107 - 5/16" GLAZING BEAD 6063-75 CGI EXTRUDER E9 CGI-108 - 0.700" GLAZING BEAD 6063 T5 CGI EXTRUDER El C0I-109 - FRONT FLANGE ADAPTOR 6063-76 CGI EXTRUDER El 1 CGI-1 10 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER E12 CGI-135 - 7F FRAME JAMB 0 FIXED GLASS 6063-T6 COI EXTRUDER £13 CGI-136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER E14 CGI-139 - TF FRAME JAMB 6063-T6 CGI EXTRUDER E15 CGI-140 - 1" MUNTIN 6063-T5 CGI EXTRUDER E16 CGI-141 - 2.5" MULLION 6063-T6 CGI EXTRUDER E17 CGI-605 - SCREEN FRAME 6063-T5 COI EXTRUDER E18 CGI-114 - S1U_ SNAP IN 6063-76 CGI EXTRUDER E19 COI-115 - SILL FILLER 6063-T6 CGI EXTRUDER E20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER E21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER E22 CGI-138 - TF FRAME SILL 6063-T6 CGI EXTRUDER E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-76 CGI EXTRUDER M1 CGI-382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI-111 - SCREW COVER (OPTIONAL) PVC - M3 CGI-112 3" 0 ANCHORS EQUAL LEG COVER/SHIM PVC - M4 - 0.700" X 0.040" BEAD GE1200 SILICONE SIUCONE 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/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A M8 - - PROTECTO WRAP WATERPROOFING OR EQUN. - - M9 684 - ROLLER TRACK PVC - M10 CGI -128 2 PER SASH ROLLER HOUSING NYLON - M 11 W23201 NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULUVAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANTIUFT BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PPI - - M18 CGI-134 - JAMB SPACER PVC PROTOTYPE CR EQUIV. M 17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI--132 2PER WO. 2" SASH STOP PVC PROTOTYPE M19 CGI-111 0 FR. HEAD SCREW COVER PVC PROTOTYPE M20 CGI-125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M M22 - VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EQUIV S2 - 2 OR 3 PER CORNER # 10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - S3 - 1 1/4" EMBED. # 8 X 1 1/2" LG. PHL PH. SMS. FIN ANCHOR SCREW - - S4 - 4 PER WD. # 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW - - S5 2 PER WD. # 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - S6 - - # 6 X 1/2" LG. FH. SMS. 0 CGI-133 & CAM LOCK - - S8 - 4 @M. RAIL # 10 X 4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY MEETING RAIL - - S9 - 2 PER ANTILIFT # 10 X 5/8" LG. PHL. PH. SMS. ST/ST. ANTIUFT SCREW - - PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami -Dade duct Control • • • . • •• • . • • • • • . .•.. . • .• •• • • • • • ▪ • • .. • ,`11111Ti11/j1' 'o4?.! til,10/. 7 i 434. ft Z gr 0 Q2 ;e( • c PD 0 to a a a o • fe.2. O rag$ O 4 tent • N C•tty it _I0mE• Q W'4i�2 COMP-ANL\W10-03CG{ 4 . 1 N •� a • . . • ri 0 T 0 0. 0 N 'a NO CHANGE THIS SHEET MD CHANGE THIS SHEET 0 40 c a 0 m 0 m 0 0 c.. ti 0 7 m 0 n a 0 drawing no. W 1 0 — 1 8 4 .• • . • 1 • • • • • • • • • • .• • . . sheet 9 of 11 2.101 2.646 2.440 1.015 F°- 065 TYP. 1.301 1.155-I FLANGE FRAME HEAD FLUSH FRAME HEAD E4 MEETING RAIL i °65 1.550 1.680 0 1.395 NAIL FIN ADAPTER .490 .705 .050 TYP. 864 le- E8 5/16" GLAZING BEAD .120 1 .705 .050 TYP. .864 V .700" GLAZING BEAD 1.015 le- i .065 4.430 f TYR 3.685 --1.140-- 2.885 2.440 FLANGE FRAME SILL 3.930 .065 3.185 �. c --1.140 --- 2.440 G FLUSH FRAME SILL 2.885 2.737 2.505 .065 TYP. 2.613 1.000 .991 -0i 3.237 FLANGE FRAME JAMB (MOVING) 2.737 2.505 .500 .065 TYP. .991 �i 2.737 €23 FLUSH FRAME JAMB (MOVING) 2613 .050 3- .180 0 FLUSH FRAME COVER .060 lee SCREW COVER • • . • • • 441004 • a.•• • • •i • . • • • • •• • LOCK RAIL E21 ALT. LOCK RAIL SILL FILLER .180 E23 FLANGE ADAPTOR FLANGE FRAME JAMB (FIXED) -�j .811 r- 1.245 E1 FLUSH FRAME JAMB (FIXED) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 1 ' /2212020 By Miami -Dad = roduct Control Es HANDLE RAIL SASH RAIL L fa Z 0 �N • a n 0.a Es O. t O 3�R.• • O p1.ig x 6• 3 Ny0 O .v Cr al Pi•g I a a 0 U • N A. • fA V t0 • •• •• r%1 m i i Ora w cc co N O • M) C'N 3 05 o pQ J 0 -� c ) revisions: 0 U r» 0 z fn 9 NO CHANGE THIS SHEET 0 G 'II 0 0 �W r cc 010 r_ vi a 0 W 1. t � dote: 03-29-10 Csf .0 drawing no. L W10-18 sheet 10 of 11) VENT TOP/BOTTOM CORNERS FIXED MTG. RAIL CORNER FRAME TOP CORNER FRAME BOTTOM CORNER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miam roduct Control . . • .. •• • ..•• • 1 • • • • • 1 ••• . • • • ♦ 1 • • • • • •• 1 `1111111f71!//�1 LI:L, 705g2 ,� • • • • •c • • • • FAX. (305) 593-6592 c 0 0. 0 0 U NO CHANGE THIS SHEET O 0 0 YY YO_ O 43. Ct O a N I Q O w 5i 0 0 1 0 1 drawing no. W10-18 sheet 11 of 11) (Mark 1 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25th 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 the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade -County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. (DESCRIPTION: Series `` entinel 130"' Alutieninum 'i ed Wiindowvv_L.1VII,I APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Mum 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 G dated 08/29/17, 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 Control Section. MBSIX..Ej't� ` ` TING: Large and,Smatl1V.lissile.)mpact Resistat4 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 NOA No. 15-0413.03 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 Manuel Perez, P.E. MTAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 31 S 2599 www.miam idade.aov/economy aprrat on ae � ep bec.?2, PI Approval Date: November 22, 2017 Page 1 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. (Submitted under NOA No.10-0510.13) 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 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 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC 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, sided 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 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. Abram, P.E. (Submitted under NOA No.10-0510.13) anuel per P.E. Product Contr 1 Exa finer NOA No. 7 18.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-1 CGI Windows and Doors, Inc. 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 NOA No.14-0731.05) 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. 11-0624.02 issued to E.I. DuPont DeNemours & Co., 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 DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. 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. 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-5th Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under 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 CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel ere Product Control Ex NOA No. 17-0' .07 Expiration Date:' September 22, 2020 Approval Date: November 22, 2017 E--2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. 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 G, dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated July 15, 2017, prepared by Al-Farooq Corporation, 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. 14-0916.11 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 5th Edition (2014), with FBC 6th Edition (2017) and of no financial interest, dated August 15, 2017, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — .M.I. approved onr-Q6/25/15 and expiring on 09/22/20. it/a4tittk Manuel P e P.E. Product Control miner NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-3 h FLANGE WIDTH D.L OPG. i 6" MAX. 16" MAX. l iv: HEAD/SILL CORNERS AA `L3 r-SHORTER e 1 SIDES • co w cp, 1 1 1 1 I I _ . 1 li 1- -f'r-- I I1 i 1 !1 _ - t t 111- 11 -- 11 _ it il 1I 11 . 11 ll 11 ! 1 /i 1 // ii II 11 II II II II I -- — 1 ml n . ! 1 'l 1 1 1 1 z U W N 48" BUCK WIDTH D.L OPG. _u L �r-----7 II ll 49" FLANGE WIDTH D.L OPG. z —L n 0) W W Z 0 F MUNTINS (SURFAC APPUED) FLANGE & FLANGE ADAPTOR FRAME 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 2014 (5TH EDMON)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE. RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDMONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 18" MAX. SHORTER SIDES EQUAL LEG FRAME WINDOW WIDTH -- 1 6" MAX. -J HEAD/SILL CORNERS FLANGE HEIGHT o_ 0 0 IL /. rr 11 I I I I 1 -n li it 11 11 11 Il ?I it co WINDOW WIDTH 1 1 18" MAX. SHORTER SIDES WINDOW WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. .W. W1DTHI r�-1 I-1 CORNERS U O 0 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. n Il If 0II 11 II ll_ 11 11 11 it /• 11 11 11 11 11%11 1t/ i I I#JL'/ I 11 —11====4====___=itt====w = 11 it 11 ;1 11 11 , 11 • • • . • • • • • • 6" MAX. J 17" MAX. .AYLITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT — 3.00" D.L.O. WIDTH = BUCK WIDTH — 3.00" Wl W. LENGTH SP $ 4?017 L W J PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOIItU UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. Expiration Date 09r 2020 By 4Ii 1__+ J. Miam ' ade Product Con . I WINDOW LENGTH STRAIGHT SIDES LAM. GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSTT.F IMPACT 0�'. ssf ATE OF ' is/: ORiD '" 4r 0 d N as O m '5 m U • • • • • •• .I • •� 0 C 0 n .L U m 0 0 0 0 UPDATED TO 2014 FBC UPDATED TO 2017 FBC 0 0 a 0 0 0 Y N 0 0 0 n n 0 0 0 0 0 • 1 W drawing no. W10-02 sheet 1 of 6 •. • • • • • • • •. • • • • • • •. • • • • • • • • • • • • •• • • • • 6" MAX. HEAD/SILL CORNERS • •• • • .. • •• • •.•• • • • • • • •• •• • • • • • • • •• • • • • .. • • • • • • • • • • 48" BUCK WIDTH D.L. OPG. 16" MAX. STRAIGHT SIDES e o . • P ' __ _0IL ir � 11 I 11 /, !1 // 11 // tl 11 I1 II 11 I I I I II i I I i I 11 iI I I! Il I1 If li 7- 1 f I I d , c . . • •• • • • • • • • • • • •• •• . • • • • • • • •••• • • •• • • • • • co 0, col 48" BUCK WIDTH D.L. OPG. t. i0 = a 0 lSi JL u ----Ir / FALSE MUNTLNS (SURFACE OPTIONAL L16" MAX. a� STRAIGHT SIDES 6" MAX. HEAD/SILL CORNERS FIN FRAMES BUCK HEIGHT ti 0 J 0 48" BUCK WIDTH D.L. OPG. -L 1� 11 II II II '.% 11 JL �L_ _= __- _ _ ---lr �I----- 11 II II I[ 11 tl 1I Il lI 'l -EL 16" MAX. STRAIGHT SIDES H QO z 0 0 � p 6" MAX. TYPICAL ELEVATIONS 96" BUCK WIDTH D.L OPG. 's. u 1! 9 it iII IIII it II II, II II II II II/i II II ii 11 11 II�� II 0 =4i=======Jl"_--====tF=El • II II I� II II II u ii u • CORNERS 16" MAX. STRAIGHT SIDES ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 Expiration Date 0912 By Nlla de Produc 020 ontrok •1lliiiil.l�� ' F �tf4 • ro V Z p O 1O • n It E O 6u3it Q d v M aggm OcLoGri • 2OE.i Q D 4622 to to at n H 16 y O 0 m z c 0 o. 1 U 0 m O UPDATED TO 2017 FBC a .a 0 4 0 O 0 0 10 tO W mN 0 c • 0 w l u . drawing no. W10-02 sheet 1.10f 6 DESIGN LOAD CAPACITY - PSF FLANGE DAIS. BUCK DIMS. GLASS TYPES 'C'&`CI' OURS TYPES 'D'&'Dl' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1 NT.(-) 24" 30" 36" 42" 48" 54" 60" 61" 36" 23" 29" 35" 41" 47" 53' 59" 60" 35 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24" 30" 36" 42" 48" 54" 60' 61" 48" 23" 29" 35" 41" 47" 53' 59" 60" 47" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 24' 30" 36" 42" 48" 54" 60" 61" 60"41 23" 29' 35" " 47" 53" 59" 60" 59"70.2 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.8 48.8 65.1 65.1 24" 30" 36" 42" 48" 54' 60" 61" 72" 23" 29" 35" 41" 47' 53" 59" 60" 71" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 60.0 80.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.0 48.0 64.0 64.0 24" 30" 36" 42" 48" 54' 56" 84" 23" 29" 35' 41' 47" 53' 55" 80.0 80.0 80,0 80.0 80.0 80.0 80.0 80.0 78.2 78.2 80.0 80.0 70.0 70.0 80.0. 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 52.4 52.4 _ 69.8 69.8 M 30" 36" 42" 48" 49" 97" 23" 29" 35" 41' 47" 48" 96" 4'60 80.0 80.0' 80.0 80.0 80.0 80.0 75.6 75.8 80.0 80.0 65.2 65.2 80.0 80.0 60.6 60.6 80.0 80.0 59.6 59.6 80.0 80.0 24" 30" 36" 42" 46' 102" 23" 29" 35" 41" 45' 101" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 74.6 74.6 80.0 80.0 65.7 65.7 80.0 80.0 59.3 59.3 80.0 80.0 24" 30" 36" 42" 44" 108" 23" 29" 35" 41" 43" 107" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 73.8 73.8 80.0 80.0 62.4 62.4 80.0 80.0 59.1 59.1 80.0 80.0 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. FUCK DIMS. GLASS TYPES 'C'&'C1' GLASS TYPES 'D'&'DI' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) 24" 30" 36" 41" 114" 23" 29" 35" 40" 113" 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 73.0 73.0 80.0 80.0 61.4 61.4 80.0 80.0 24" 30" 36' 39' 120" 23" 29" 35" 38" 119" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.4 72.4 80.0 80.0 65.9 65.9 80.0 80.0 24" 30" 36' 39" 121" 23" 29" 35" 38" 120" _ 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.3 72.3 80.0 80.0 65.8 65.8 80.0 80.0 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&'CI' GLASS TYPES 'D'&'DJ' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT. (-) EXT.(+) 1 NT.(-) 19-1/8' 26-1/2" 37" 48" 53-1/8" 61" 26" 18-1/8" 25-1/2" 36" 47" 52-1/8" 60" 25" 80.0 80.0 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 26-1/2" 37" 48" 53-1/8" 61" 38-3/8" 18-1 /8" 25-1/2" 36" 47" 52-1/8" 60" 37-3/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.1 77.1 80.0 80.0 77.1 77.1 80.0 80.0, 77.1 77.1 80.0 80.0 19-1/8" 26-1/2" 37" 48' 53-1/8" 61* 75-1/4" 93-3/4" 50-5/8" 18-1/8" 25-1/2" 36" 47' 52-1/8" 60" 74--1/4" 92-3/4" 49-5/8. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 61.3 61.3 80.0 80.0 58.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 76.5 76.5 19-1/8" 26-1/2" 37" 48" 53-1 /8' 61" 75-1/4" 63" 18-1/8" 25-1/2" 36" 47" 52-1 /8" 60" 74-1/4' 62" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 61.3 61.3 80.0 80.0 55.3 55.3 73.7 73.7 48.0 48.0 64.0 64.0 46.5 46.5 61.9 61.9 19-1/8" 26-1 /2" 37" 48" 53-1/8" 61" 76, 18-1/8" 25-1/2" 36' 47" 52-1/8" 60' _ 75, 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 78.9 80.0 80.0 61.3 61.3 80.0 80.0 55.3 55-3 73.7 73.7 48.0 48-0 64.0 64.0 ANCHOR SPACING TO BE AS PER SHE]1 & 1.1 (Mark 16) w v s WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. BUCK DIMS FLANGE FRAME FLANGE DIMS IC D`S EGUAL LEG FRAME BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 V.117 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 Exalration Date 091 2020 By Miam ade product • • •• 00401 04 • •, •• l 0 -175 f.. 0 a q 413 U CV 0 0 J a 1 a O U • •. • • • • • ••. • .ON • •• •• �• ,n L O Om 0 ce O • i 0 0) .- • CN1 (0 141 O K3 M • 10 0 ES ND CHANGE THIS SHEET UPDATED TO 2014 FBC ND CHANGE 'PHIS SHEET 0 g a '0 0 lC Pi C 0 r P ers 0 h N 8 U 0 1 LL! w ,9 U' drawing no. W10-02 (sheet 2 of 6 3/16" ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Gloss By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR 090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE 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 -` s'iASs 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS z cn ca 0 (L.M.I. & S.M.I.) .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas ByR 'Kuraray America, Inc.' O .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 3/16" HEAT STREN'D GLASS n rlfr M5 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Cr 1" OVERALL INSUL LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl' & 'D1' MUST BE TEMPERED. SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 4 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' (L.M.I. ONLY) 0 3/16" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas ByR 'Kuraray America, Inc.' O 090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LRES WIDER THAN 36" GLASS TYPE 'D' 7/16" OVERALL LAM. GLASS 3/16" HEAT STREN'D GLASS .075" Interlayer Saflex CP Wrth PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas ByR Kuraray America, Inc.' O .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'DUANEX' AT 1/4 PO NTS ALL SIZES GLASS TYPE 'Di' 1" OVERALL INSUL LAM. GLASS (Mark 16) SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 0 SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 OPTIONAL GLAZING DETAIL GLASS TYPES 'Cl' $c 'Di' (` *1Y ; is 'd PRODUCT REVISED as complying with the Florida Building Code NOA-No. • 17-0918.07 n Date 09/22/2020 0 [Y 0 0 0 0 O. re•E' • y1'»•. •••• {•• C 01 c� • ''':O ritq•s •.0 • viuti • •• —0!•50 • :•��WC0V • • i? • • • w (11 0 in U • • • • • • •• . . . •• e r0 cL N cs Di 4S 0 0 n 0 0 8 1) 0 n of 0 0 tt 0 w drawing no. W10-02 (sheet 3 of 6 ' TYPICAL INSTALLATION DETAILS (,\ a N o THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW �j-iF�,RQt�QC CdRPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 •Iy1IAM1,•FLORIDA 331.73 • (C.A.N. 3538) :TEL (434 2848100. • :Ff�X (306) 262-0978 . • ••• •.• COMP—ANL\W11 INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE 1NSTALIATION 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 LANGE SEE ELEV. SHIMS l 2BY WOOD BUCK FOR SPACING METAL OR WOOD STRUCTURE TYPICAL ANCHORS 'a STRUCTURE © SEE ELEV. FOR SPACING TYPICAL ANCHORS • • ,i . m e e m SEE ELEV. ... OIL © = O '� .� o FOR SPACING •.. 1110.A111 a cf) . MI . Illklib.o.. • ® St f' Id ii 6X` 1�'�ms rams o - a Mi il 0 A . / ( . • it romommardwomrawArAmr.r As/ oe �1 -1J 1-1/4� : ��-- .., • SERIES SEN11NEL 130 ALUM FIXED WINDOW (LM.I.)(S.M.I)• CGI Windows and Doors, Inc. • 10100 N.W. 25TH STREET • • MIAMI, FL. 33172 • • TEL. (305) 593-6590 FAX. (305) 593-6592•. • WOOD •• • v •. > '' 1BY BUCK Il P . TYPICAL AITCHORS SEE ELEV. "CD FOR SPACING C Qa a .. al ID a \ can 1 /4• MAX. . - EQUAL LEG EQUAL LEG SHIMS EQUAL LEG a . © EQUAL LEG Q 0 B 1 2BY WOOD BUCK A 1 WOOD STRUCTURE .o (;1 a • • •IR METAL STRUCTURE ®© TYPICAL ANCHORS i SEE ELEV. .I g 1.i='I� FOR SPACING 0 CD I, 4111 �L� ■1 d N V• 4 11 1 © L�II�1Ill 1 ,____ M - ° . ......._...w..J �: �::.o Ez C�%u'_i11M 114711 v a (revisions: ) no dote by description C 02.28.11 NO CHANGE THIS SHEET D 10.10.11 NO CHANGE THIS SHEET E 07.21.14 UPDATED TO 2014 FBC F 04.10.15 NO CHANGE THIS SHEET G 08.29.17 UPDATED TO 2017 FBC n/ ����..© • ileinik FOR SPACING 'v Diri �' e = WOOD p -, • s r 1BY BUCK r > TYPICAL ANCHORS SEE ELEV." FOR SPACING © © TYPICAL ANCHORS SEE ELEV. FOR SPACING y PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. ark 16 Expiration 09122l2020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Date TYPICAL, ANCHORS: SEE ELEV. FOR SPACING '' f f, i AND TRANSFER THEM TO THE BUILDING STRUCTURE. By k /L/ 1 /4" DIA. KWIK-CON II BY 'HIM' (Fu=163 KSI, Fy=157 KSI) Miami -Da • Willi,'I/. 4 DIA. LTRACON E (Fu=1 mi#14 SMS OR SELF DRIWNG SCREWS (GRADE 2 CRS) gg- , 11.�_ ‘111{ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) INTO MIAM1-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS)-{ INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. r �t `' •%%_ �� �•'•--•'�'�� ` A� ••' HR _ ' 1 KS-Tti fl 070---f LUCI (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE INTO METAL STRUCTURE = 3/4 MIN. - 4IN. 8 Cr? CR HEAb SILL JAMBS 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL 1/8" THK. MIN. (Fy = 36 KS! MIN.) WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PS MIN. C-90 HOLLOW/FlLLED BLOCK AT JAMBS f'm = 2000 PSI MIN. - .' � �� • �f1BECTLY li`iT� �ONCRI� 4R �� (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) � TE OF rj 4MIN. EMBED INTO CONCRETE 1:ADALL(JAN►;RS)) i'` ; �c3`�` 1-1/4" � MIN. EMBED INTO BLOCKS (JAMBS) //,, NA. j)>‘ t (sheet 4 of 6 )1 TYPICAL INSTALLATION DETAILS AL-kAF 6t Q CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIA Nlt'ILQRI�A 3337a• • (C.A.N. 3538) LAITElir(V124.819O' •' % FAX. (305) 282-6978 ;' • :••• • COMP -ANL\W10-02CG! THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1 X 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 MUWONS FLANGE ADAPTOR • • TYPICAL ANCHORS 1/4" MAX. • SEE ELEV. SHIMS • • • ' 2BY WOOD BUCK FOR SPACING METAL • • •' OR WOOD STRUCTURE - TYPICAL ANCHORS o STRUCTURE ••• B 3 SEE ELEV. , • • • • .F1 � FOR SPACING ° v ® TYPICAL ANCHORS • SEE ELEV. •• IL.r.411110-Pat." , N v•FOR v SPACING • • • • . , 111 • • @ II 42:1 66 MI 4.9===cmcm. A • 9 iii 9 ,0 um. 4.f f _______ I . • SERIES SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.M l.T CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET ••• • MIAMI, FL. 33172 • TEL (305) 593-6590 FAX. (305) 593-6592• • • o ,i, 9 ik IN nil EMI wotim t 1_.._.. � in MIN _ . ^I V WOOD ► '' t7 - D °' 1BY BUCK 'P - TYPICAL' A cHORS SEE ELEV. ` FOR SPACING 0 : ; . r p p p It st N 1/4" MAX. BUCK HEIGHT 1/4" MAX. 2 3/8" MIN. GAP '" •- GAP r a • ` •� WOOD NOT BY CGI RE 1/2" MIN. 1/2" MIN. M `� a 0 . .� 2 3/8" MIN. ... FIN FRAME , ® BACKBED CAULKING • • •`.�\ TYPICAL ANCHORS: SEE ELEV. FOR SPACING `•• 8 SMS (GRADE 2 CRS) �� (revisions: ) description NO CHANGE THIS SHEET NO CHANGE THIS SHEET UPDATED TO 2014 FBC NO CHANGE THIS SHEET UPDATED TO 2017 FBC N. --"' iy 1 L:= =_�_ ^ _ .____ •_• -- INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER' OR BEVELED WOODBUCKS IS PERMITTED. 0 HOUSE WRAP 0 EXTERIOR BUCK WIDTH BUCK WIDTH Ja F =---I 1 t t MWMI-DARE COUNTY APPROVED MUWON rr MIAMI-DADE COUNTY APPROVED MUWON & MULLION ANCHORS i 1 1 o - ry o S c n o = 2 C N o �-� I 1 1 - & MULLION ANCHORS SEE SEPARATE NOA SEE SEPARATE NOA _ c) o ..o u oI 1 I c_� ' -k 5 f e?11 ��t 1 t l i i i 1i o ° 'O •—• ••—• ,--. a' _i 14). M4/41 // •I . : 7= —.._. _- - • - - - -: _.._. _ PRODUCT REVISED , _--_..- *'� N: 7� 1::r L __J L sHill as complying with the Florida NOA-No. Building Code 17-0918.07 ,_ -0 • * �� , SEE ELEV. SEE FOR SPACING Expiration Date 09/22/2020 ®•' TE OF drawing no. 14X1'SMS. By '' `r \\� Miam ade Produe tntr i �I�, Milli"' l l i"' � (sheet 5 of 6 ) 1.995 2.505 r 068 .995 .065 TYP. 1.335 FLANGE FRAME .812 FLUSH FRAME/FIN FRAME -1 .675 r- .995 Lcp0 L 1.184 t .975 GLAZING BEAD (LAM. GLASS) -►j r-.120 .995 1.184 -«1 E4 GLAZING BEAD (LAM. INSUL GLASS) 1.000 L .500 GLAZING ANGLE (LAM. INSUL GLASS) NAIL FIN ADAPTER E6 FLANGE ADAPTOR .180 0 .180 .050 FLUSH FRAME COVER .050 O SCREW COVER ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./ureLIER/REMARKS El CGI-118 4/ WDW. FLANGE FRAME 6063-T6 - E2 CGI-119 4/ WDW. FLUSH FRAME/FIN FRAME 6063-T6 - E3 CGI-121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-T6 - E4 CGI-123 4/ WDW. GLAZING BEAD (LAM. INSUL GLASS) 6063-T6 - E5 CGI-110 4/ WDW. NAIL FIN ADAPTOR 6063-T6 - E6 CGI-109 4/ WDW. FRONT FLANGE ADAPTOR 6063-T6 - M1 CGI-382V AS REQD. GLAZING BULB VINYL PVC DUROMETER 75-60 SHORE A M2 CG1-124 AS REQD. SCREW COVER- OPTIONAL PVC - M3 CGI-1 12 AS REQD. FLUSH FRAME COVER PVC - . • •• M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/81 6063-T5 - M5 - 2/ LRE SETTING BLOCKS EPOM 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 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 Expiration Date 09/22/2020 By Miam r. ade uc Co V U N v 0 Z • a Is Q a N • o m o L.• 479. N.... • • . . •Q Log. t • • a• •..• a to•• ..�.� zog•a.•• • ' $ • • '.• fa a 0 1.7 D 0 1 N O U d 0 q- 444 0 W I) 6 r cri 0 drawing no. W10-02 (sheet 6 of 6 Mark 2,3 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 101:00 NW 25th 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 the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami -Dade County) and/or the AITJ (in areas otherthan Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AH3 may immediately revoke, modify, or suspend the use of such product or material within their jurisdicion. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code.. This product is approved as described herein, and has been designed to .comply with the Florida Building Code, including the High Velocity Hurricane Zone. ON Sergi "238" Altunikum Project Out win - Liso MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www. m i a mi.d a de. go v/ec o n o m v APPROVAL DOCUMENT: Drawing No. W99-04, titled "Series-238 Alum. Project Out Window", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision K dated 01/05/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmed, 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. C I T Large LABELING: Each .unit shall bear a. permanent label with the manacturer'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 node 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 ofNOA. 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 eiitic ety. 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.. 5-0512.21 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. Approval -Date: January 18, 2018 Page 1 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. (Submitted underNOA s No. 96-0717 04 and 99-0329_02) 2. Drawing No. W99-04, titled "Series-238 Alum. Project Out Window", .sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision I 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, Loadiing 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 7500 PVC fixed window, to gnalify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. C'1'LA-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 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 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseai® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. C T LA-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 2.0.3-94 along with marked -up .drawings and installation diagram of a series 2.38 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass. spacer, prepared by Certified Test Laboratories, Test Report No. CT LA-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) Forced Entry Test, per FBC 241132.1, TAS 202-94 along with marked -up drawings .and installation diagram of aluminum casement, project -out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. 11TL-0080-0301-07 and H TL-0080-0905-4 7, dated 08/08/08, all signed and sealed by VinaJ.- Abraham, P.E. (Submitted under NO_4 No. 08--101-0. 03) Manuel Pe ' E Product Control :: . er NOA Na. 17 r ' :.OS Expiration Date: October 3-1., 2023 Aprprova[ Date: January 18,..2018 E--Y CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 project -out window, prepared by Hurricane Engineering & Testing, Inc. Reports No. HETI-08-2143, HETI-08-2I44, HETTI-07-4298• and HETI-07-4287, dated 06/27/08 and 07/17/08, .all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-1010.03) 6. Test reports on: 1) Air Infritration Test, per SFBC, PA 202-94 2) Lrni:oim Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2..1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by Fenestzation Testing Laboratory, Inc., Test Reports No. FTL I055 and FTL-1019, dated 10/18/94, signed and sealed by Yarn ii Kuri, P.E. (Submitted under NOA No. 96-0717.04) 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 casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 09/08/96 and 12/23/98 respectively, all signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA's No. 96-0717.04 and 99-0329.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 09/03/14, prepared by Al-Farooq Corporation, sued and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0915.08) 2. Glazing complies with ASTM E1300-09- D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Fronomic Resources (RER). Manuel$er Product Control E NOA No. -17- b' ° - :.06 Expiration Date: October31, 2023 Approval Date: January 18, 203.8 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 06/25/1.5, expiring on 07/04/18. 2. 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. 3. 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. 4. Notice of A.cceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring o.n 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated 09/03/14, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-0915. 08) Laboratory compliance letters for Test Reports No. CTLA--3056 WA, dated 03/03/15, -CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, issued by Certified Test Laboratories, Inc., dated 08/08/08, all signed and sealed by Ramesh C. Patel, P.E. 3. Laboratory compliance letters for Test Reports No. IITL-0080-0301-07 and IITL-0080-0905-07, issued by Hurricane Test Laboratory, Inc., dated 08/08/08, all signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.08-1010..03) 4. Test Proposal for the qualification of Butacite® :P `iB 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. G. OTHERS 1. Notice of Acceptance No. 14-0915.08-, issued to CGI Windows & Doors for their Series "238" Aluminum Project -Out Window - L.M.J. approved on 02/05/15 and expiring on 10/31/18. Manuel Per:3'.E. Prottuct Control = + er NOA No. I7-0918.06 Expiration. Date: October 31,.2023 Approval Date: January 18,1018 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing. No. W99-04, titled "Series-238 Alum. Project Out Window", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision K dated 01/05/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations .and strut urai analysis, complying with FBC 6th Edition (2017), dated January 8, 2018, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09/12ae D. QUALITY ASSURANCE 1. Miami -Dade -Department ofRegulatory anti Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. 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. 3. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01119./17, expiring on 07/08/19. 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 5th Edition (2014); with FBC 6th Edition (2017) and of no financial interest, dated Auist 30, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P E_ G. OTHERS 1. Notice of Acceptance No. 15-0512.21, issued to CGI Windows and Doors, Inc. for their Series "238" Aluminum Project Out Window - .,._M.I. approved on 09/17/15 and expiring on 10/31 / 18. E-4 Manuel Pert,. P.E.. Product Control E r er NOA No. 17-0918.06 Expiration .Date: October 31.,..2023 Approval Date: January 1.8, 2018 O 1" O D.L. OPG. VENT WIDTH WINDOW WIDTH EXTERIOR NOTES; 0 x a 0 4 FOR GLASS TYPES, REFER TO SHE t153AND 4. GENERAL WINDOW SECTION 0 x S THIS PRODUCT HAS BEEN DESIGNED AND .TESIEU TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 BY OR 2BY• WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPIEU STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. ER 7 D.L OPG. 2 1/2" VENT WIDTH WINDOW WIDTH OCAM LOCKS 2 LOCK POINTS ALL SIZES I NSTRUCTIONS; USE CHARTS AS FOLLOWS. WINDOW WIDTH VENT WIDTH WW-2" D.L OPG. 6" MAX. TYP. HEAD/SILL CORNERS WW-7" co WINDOW HEIGHT 11/ \lI 11 1 ,...77, 11 1 ' 7 i •// II 1 - fit= ----II rr 3a _ i I1 1 / 11 11 ! MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. WIDTH LOCK POINTS 42" 2 63" 3 84" 4 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING 'APPLICABLE ASCE 7 STANDARD. SEE CARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. USINGICHART ON SHEET 6 SELECT ANCHOR OPTION WITH IIESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 14 1/2" MAX. al 10" OR 17" SEE SHEET 6 FOR CAPACITY TYPICAL ELEVATION (FLANGE FRAME) 6" MAX. SURFACE APPLIED FALSE MUNTINS OPTIONAL • •• FOR MUWON/MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHU 1 I ERS ARE NOT REQUIRED. 'BAN 0 8 2018 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.06 Expiration Date 1 31/2023 By. Miam • ade Produc ® •! SATE OF illllit‘ 0 3 c 0 U 0 CC CL oo N W w 1 • • 0 w M 0 co UPDATED TO 2017 FBC 1 W 0 V a ate: 01-21-99 m 0 0 >7 a 0 0 x • 0 W 0 0 0 a L drawing no. W99-04 sheet 1 of 7 0 3/4" O D.L. OPG. VENT WIDTH WINDOW WIDTH EXTERIOR GENERAL WINDOW SECTIONS EQUAL LEG FRAME WINDOW HEIGHT VENT HEIGHT 0 im (7A A 0 0 0 a 0 a 4 FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. Ii if fi !i I! �.r SNUBBER D.L OPG. 2 1/2" VENT WIDTH 3/4" WINDOW WIDTH CAM LOCKS O 2 LOCK POINTS ALL SIZES WINDOW WIDTH VENT WIDTH WW-1 1/2" D.L OPG. 6" MAX. TYP.. HEAD/SILL CORNERS 1.1 WW-6 1/2" WINDOW HEIGHT 1.1 / K 11 si I \ I( {I / Ir Tj, 41 I I` 1 II I it I; \ II I \ II \It II MAXIM MULTI POINT LOCK 9A BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. WIDTH LOCK POINTS 42" 2 63" 3 84" 4 14 1/2" MAX. 10" OR 17" SEE SHEET 6 FOR CAPACITY TYPICAL ELEVATION (EQUAL LEG FRAME) 1AN 0 8 NIS 6" MAX. SURFACE APPLIED L_FALSE MUNTINS OPTIONAL 1lIIilij rn (Zs b ` za u, E"' E a. CL' Ce i 0 :, O U U 0m a. 0. •• � .0 t i.•. x a re cc M• a • 1 : ;1 •• •a it stn414.4 .. :..�':it az p 1 .4 Eqt-24 .1. •. ,s-, PRODUCT REVISED as complying with the Florida f 705g2 C Building Code NOA-No. 17-0918.06 = rV - Expiration Date 10131 /2023 . Q = ATE OF r .4/� .- ORROP.•• ��� Miami ade Prod Co W • 1 ��/�j�,4®iVAL �````��` /1Ptitlt� O 0 z 0 U w 0 0 -J 00 va w W w to • A .. . i 0 10 m rn 0 C 0 o. 0 0 NO CHANGE THIS SHEET L 1 a N 0 Ff 0 0 0 h 0 0 0 0 co Art 0 0 0 0 Y 01 a 9 0 0 I drawing no. W99-04 sheet j .1 of 7 VENT CORNER FRAME CORNER CORNER KEY .060 THICK ST. STEEL .045 i .617 I•-- CGI-375: OGEE GLAZING STOP CORNER KEY .062 THICK ALUMINUM CGi-396: SQUARE GLAZING STOP .080 TYP. FLANGE FRAME 2.215 2.465 2.465 2.715 EQUAL LEG FRAME ITEM PART f QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 CGI-373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUN. IA CGI-397 4 EQUAL LEG FRAME 6063-T6 INDALEX OR EQUN. 2 CG1-378 4 VENT (5/16' LAM. GLASS) 6063-T6 INDALEX OR EQUN. 2B CGI-381 4 VENT (INSUL. LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 2C CGI-385 4 VENT (7/16" LAM. GLASS) 6063-T6 INDALEX OR EQUN. 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 3A CCI-396 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUN. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - j 8 .060 THICK CORNER KEY - ST. STEEL 6 AP-425 AS REQD. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 Q200 X190 AS REQD. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE, AT JAMBS STEEL TRUTH, ATTACHED W/ (6) #8 X 3/8" SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) IF8 X 3/8" SMS 9A - 2/ VENT MULTI POINT LOCK - - 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK SIttL CGt, ATTACHED W/ (2) ill X 3/8' SS SMS 11 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS ' - #10 X 1-1/4" SS SMS 12 - I 2/ LITE SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A .090 TYP. .720 ---i 1,438 (5/16' LAM. GLASS) .090 TYP. r--1.624� VENT (INSUL. LAM. GLASS) j ,N48Z8'.4 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.06 Expirati • n Date 1 ' /31 /2023 By Miam' ' a • e Product Co,, ro .090 TYP. - -L347 1.000 .706 SHEAR CUP CHANNEL ,o n_ w o ui I- n 0 Oro 0 drawing no. sheet 2 of 7 • •• • • • • • • • • • • • • a: z 1/8" ANN. GLASS INTERLAYERS - .090" Saflex Clear And Color Glas By 'Eastman Chemical Co.' .090" Trosifol PVB By 'Kuroray Americo, Inc.' 1/8" ANN. GLASS 5/18" NOMLNAL GLASS TYPE `2' PERFORMANCE REFER TO SILICONE GE-1200 DOW 995 DOW 899 AT 1/4 POINTS ON LITES WIDER THAN 36" 3/16" ANN. GLASS ‘- I NTERLAYERS - .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraray Americo, Inc.' .090" Trosifol PVB By 'Kuraray America, Inc.' 3/16" ANN. GLASS 7/16" NOMINAL GLASS TYPE '3' SILICONE GE-1200 DOW 995 DOW 899 AT 1/4 POINTS ON UTES WIDER THAN 36" z 3/16" HEAT STREN'D GLASS NTERLAYERS - .075" Saflex CP With PET Core By 'Eastman Chemicol Co.' .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlos By 'Kuraray America, Inc.' .090" Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS 7/16" NOMINAL GLASS TYPE '6' SILICONE GE-1200 DOW 995 DOW 899 AT 1/4 POINTS ON LITES WIDER THAN 36" SQUARE BEAD OPTIONAL ALL GLASS TYPES 0/)41001 • VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED 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 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SKITTERS REOUIRED REFR TO SHEETS 5 THRU 7 FOR INSTALLA110N DETAILS W NDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS 1'YYIs '6' WINDOW DIMS. GLASS TYPE '2' GTASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS rYYE '2' GLASS TYPE '3' (*LASS TYPE '6' • • r WIDTH HEIGHT DT. (+) 1NT. (-) EXT. (+) INT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1 NT. (-) EXT. (t) 1NT. (-) WIDTH HEIGHT OCT. (+) 1NT. (-) EXT. (+) 1 NT. (-) EXT. (+) 1NT. (-) 24" 24" 28" 30" 36" 42" 48" 54" 60" 66" 72" 78" 84" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 194.3 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 107.9 107.9 110.0 195.0 110.0 195.0 28" 30" 36" 42" 48" 54" 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 92.5 92.5 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 110.0 120.0 19-1/8" 26" 38-3/8" 50-5/8" 63" 74-1/4" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 190.6 110.0 195.0 110.0 195.0 110.0 144.5 110.0 195.0 110.0 195.0 104.2 104.2 110.0 195.0 110.0 195.0 63.0 63.0 110.0 195.0 110.0 120.0 69.4 69.4 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 110.0 120.0 95.4 95.4 110.0 195.0 110.0 120.0 73.4 73.4 110.0 120.0 110.0 120.0 56.1 56.1 110.0 120.0 110.0 120.0 43.8 43.8 110.0 120.0 110.0 120.0 34.9 34.9 110.0 120.0 110.0 120.0 30" 24" 28" 30" 36" 42" 48" 54" 60" 66" 72" 78" 110.0 194.3 110.0 195.0 110.0 195.0 48" 24" 28" 30" 36" 42" 48" 110.0 121.4 110.0 195.0 110.0 195.0 104.1 104.1 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 26-1/2" 26" 38-3/8" 50-5/8" 63" 74-1/4" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 137.5 110.0 195.0 110.0 195.0 104.3 104.3 110.0 195.0 110.0 195.0 77.9 77.9 110.0 120.0 110.0 120.0 46.6 46.6 110.0 120.0 110A 120.0 80.9 80.9 110.0 120.0 110.0 120.0 69.4 69.4 110.0 120.0 110.0 120.0 60.7 60.7 110.0 120.0 110.0 120.0 110.0 166.5 110.0 195.0 110.0 195.0 110.0 155.4 110.0 195.0 110.0 195.0 110.0 129.5 110.0 195.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 54" 24" 28" 30" 36" 42" 107.9 107.9 110.0 195.0 110.0 195.0 37" 26" 38-3/8" 50-5/8" 63" 110.0 145.4 110.0 195.0 110.0 195.0 98.5 98.5 110.0 194.5 110.0 120.0 74.7 74.7 110.0 120.0 110.0 120.0 60.0 60.0 110.0 120.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 86.3 86.3 110.0 71.9 71.9 110.0 120.0 `120.0 110.0 120.0 110.0 120.0 42" 26" 38-3/8" 50-5/8" 110.0 128.1 110.0 195.0 110.0 195.0 86.8 • 86.8 110.0 120.0 110.0 120.0 65.8 65.8 110.0 120.0 110.0 120.0 61.7 61.7 110.0 1,120.0 110.0 120.0 86.3 86.3 110.0 120.0 110..0 120.0 77.7 77.7 110.0 120.0 110.0 120.0 60.6 60.6 110.0 120.0 110.0 120.0 46.0 -.46.0 110.0 120.0 110.0 120.0 60" 24" 28" 30" 36" 95.4 95.4 110.0 :195.0 110.0 120.0 53-1/8" 26" 38-3/8" 101.3 101.3 110.0 195.0 110.0 120.0 68.6 68.6 110.0 120-0 110.0 120.0 83.3 83.3 110.0 120.0 77.7 110.0 110.0 120.0 64.8 64.8 110.0 120.0 120.0 110.0 120.0 36" 24" 28" 30" 36" 42" 48" 54" 60" 110.0 161.9 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 66" 24" 28" 30" 73.4 73.4 110.0 i 120.0 110.0 120.0 64-2 64.2 110.0 110.0 120.0 60.6 60.6 110.0 120.0 110.0 129.6 110.0 195.0 110.0 195.0 107.9 107.9 110.0 195.0 110.0 195.0 92.5 92.5 110.0 120.0 110.0 120.0 72" 24" 28" 30" 56.1 56.1 110.0 120.0 48.9 46.0 48.9 46.0 110.0 110.0 .1120.0 110.0 110.0 120.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 64.8 110.0 120.0 110.0 120.0 78" 24" 28" 30* 43.8 43.8 110.0 120.0 38.1 38.1 110.0 120.0 110.0 120.0 110.0 120.0 NOTE: LOAD/AREA LIMITS +110.0, -195.0 PSF = 10.00 SQ. FT. 84* 24" 28" 34.9 34.9 120.0 110.0 120.0 120.0 • (Mark 2,3) NOTE: GLASS CAPACITIES ON THIS SHEET- ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.06 Expiration Date 10/31/2023 By Mia de Prods/ 70592 • 410 O F- o ram ag 0-no O • iNvi • 0 J • co cn 0 Cll 77 0 17 co 0 o o o drOwing no. W99-04 71/8" TEMP. GLASS i- AIR SPACE 1/8" ANN_ GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' .075" Soflex CP With PET Core (� By 'Eastman Chemical Co.' .090" Soflex Clear And Color Glass INTERLAYERS -I- By 'Eastman Chemical Co.' 3/4" INSULATED GLASS TYPE '2A` .090" SentryGlos By 'Kuraray America, Inc.' .090" Trosifot PVB By 'Kuraray America, Inc' 1/8" ANN. GLASS SILICONE GE-1200 DOW 995 DOW 899 AT 1/4 POINTS ALL SIZES XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 1/8" TEMP. GLASS `AIR SPACE 1-1/8" TEMP. GLASS .075" Saflex CP Vorfth PET Core By 'Eastman Chemical Co' .090" Saflex Clear And Color Glass _ INTERLAYERS By 'Eastman Chemical Co.' a/4" INSULATED GLASS TYPE '3A' .090" SentryGias (.- By 'Kuraray America, Inc.' .090" Trosifol PVB By 'Kuraray America, Inc.' 1/8" TEMP. GLASS SILICONE GE-1200 DOW 995 DOW 899 AT 1/4 POINTS ALL SIZES PERFORMANCE VALUES OF IMPACT RESISTANT 'WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 P2R INSTAUAT10N DETAILS 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. GLASS TYPE '2A' GLASS TYPE '3A' 1IIND0W DIMS, GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (±) 1 NT_ (-) WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) 24" 24" 28" 30" 36" 42" 48" 54" 60" 66" 72" 78" 84" 110.0 195.0 110.0 195.0 42" 24" 28" 30" 36" 42" 48" 54" 110.0 138.8 110.0 195.0 26" 110.0 195.0 110.0 195.0 110.0 118.9 110.0 195.0 38-3/8" 110.0 190.6 110.0 195.0 110.0 195.0 110.0 195.0 19-1/8" 50-5/8" 110.0 144.5 110.0 195.0 110.0 111.0 110.0 195.0 110.0 194.3 110.0 195.0 92.5 92.5 110.0 120.0 63" 104.2 104.2 110.0 195.0 110.0 161.9 110.0 195.0 79.3 79.3 110.0 120.0 74-1/4" 63.0 63.0 110.0 120.0 110.0 138.8 110.0 195.0 69.4 69.4 110.0 120.0 26" 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 38-3/8" 110.0 137.5 110.0 195.0 67.7 61.7 110.0 120.0 107.9 107.9 110.0 195.0 26-1/2" 50-5/8" 104.3 104.3 110.0 195.0 95.4 95.4 110.0 120.0 48" 24" 28" 30" 36" 42" 48" 110.0 121.4 110.0 195.0 104.1 104.1 110.0 120.0 63" 77.9 77.9 110.0 120.0 73.4 73.4 110.0 120.0 74-1 /4" 46.6 46.6 90.9 90-9 97.1 97.1 110.0 120.0 56.1 56.1 109.3 109.3 80.9 80.9 110.0 120.0 26" 110.0 145.4 110.0 195.0 43.8 43.8 85.4 85.4 38-3/8" 98.5 98.5 110.0 120.0 69.4 69.4 110.0 120.0 34.9 34.9 68.0 68.0 60.7 60.7 110.0 118.4 37„ { 50-5/8" 74.7 74.7 110.0 120.0 30" 24" 28" 30" 36" 42" 48" 54" 60" 66" 72" 78" 110.0 194.3 110.0 195.0 " 63" 60.0 60.0 110.0 117.0 110.0 166.5 110.0 195.0 54" 24" 28" 30" 36" 42" 107.9 107.9 110.0 195.0 92.5 92.5 110.0 120.0 26" 110.0 128.1 110.0 195.0 110.0 155.4 110.0 195.0 86.3 86.3 110.0 120.0 42" 38-3/8" 86.8 86.8 110.0 120.0 110.0 129.5 110.0 195.0 50-5/8" 65.8 65.8 110.0 120.0 71.9 71.9 110.0 120.0 110.0 111.0 110.0 195.0 61.7 61.7 110.0 120.0 53-1/8 " 26" 101.3 101.3 110.0 120.0 97.1 97.1 110.0 120.0 38-3/8" 68.6 68.6 110.0 120.0 86.3 86.3 110.0 120.0 80" 24" 28" 30" 36" 95.4 95.4 110.0 120.0 83-3 83.3 110.0 120:0 - ' NOTE: LOAD/AREA L/AREA LIMITS 77.7 77.7 110.0 120.0 77.7 77.7 110.0 120.0 60.6 60.6 110.0 118.2 64.8 64.8 110.0 120.0 46.0 46.0 89.8 89.8 - - - - 66" 24" 28" 30" 73.4 73.4 110.0 120.0 64.2 64.2 110.0 120.0 36" 24" 28" 30" 36" 42" 48" 54" 60" 110.0 161.9 110.0 195.0 60.6 60.6 110.0 118.2 110.0 138.8 110.0 195.0 110.0 129.5 110.0 195.0 72" 24" 28" 30" 56.1 56.1 109.3 109.3 48.9 48.9 95.3 95.3 107.9 107.9 110.0 195.0 46.0 46.0 89.8 89.8 92.5 92.5 110.0 120.0 80_9 80.9 110.0 120.0 78" 24" 28" 43.8 43.8 85.4 85.4 38.1 38.1 74.3 74.3 71.9 71.9 110.0 120.0 64.8 64.8 110.0 120.0 84" 24" 34.9 34.9 68.0 68.0 FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. SQUARE BEAD OPTIONAL-\ ALL GLASS TYPES / • • • • .•.• • 00400 • .• .• • • • •• • NOTE: GLASS CAPACITIES ON THIS SHEET ARE - BASED ON ASTM El 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 JAN 0 8 HIS RODUCT REVISED s complying with the Florida uilding Code OA-No. 17-0918"06 By Iration Date 10/31/2023 r Miami '7" a Product •, ( . `````�1rrIIlllr���7`'/ 70592 TE OF ORO ''c A®f��41: ��� ` • i o ti e o It 0. "5 a. o VIM o Q • o • ;t •° o tree 11;1.eNI a 0 0 m a. 2 8 c • OUT WINDOW UPDATED TO 2014 FBC UPDATED TO 2017 F'BC NO CHANGE THIS SHEET 0 E6g) -0 M 0 d 0 .13 d a 0 0 0 0 0 0 C N 0 0 'O J es JJ a a i c drowing no. W99-04 sheet 4 of 7 • • • SEALANT SEALANT INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) ( 613 P RAF- 4Tc `••LI,rFrs ' 2'_Y".`,`—NM^Y TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION M 4.. V• . vd'•• I. . • 4 ! 1 MIN. 2-1/2" MIN. INSTALLATION TYPE '1' 4 1 3/8" WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION TYPE' WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALUM CHANNEL (6063-T6) 3/4" X 1" X 3/4" X 1/8" 2-1/2" LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT SEALANT Q 4 4 •1" MIN. 2-1/2" MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION -.. IZ d `v; INSTALLATI N TYPE '2' 2 1/8" MIN_ WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS —SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 4 Q mX \I 4 cQ .• i BUCK INSITALIATION BY OTHERS INSTALLATION TYPE '41' TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALT. ANCHOR LOCATION WITH SHEAR CUP WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED Mark 2,3 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0818.06 Expiratipn Date 10 1 /2023 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES • • • • •• • • N•••• • •••• • • ••I ••• 4 • ATTACHMENT TO METAL STRUCTURES • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS By Miam z '• a re F- • t to a• O tree O 10tA• Q Hai s. ( ;, O =•A 1 0A.j • 0 0 Z_ 0 fait 0 cc a oa N W LLJ tn 0 Tti >> w 2 Il c 0 o. i 0 00 0 0 c 0 0 0 0 • 4) 0 a a i; J 0 g 0 57, ) drawing no. W99-04 sheet 5 of 7 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION a 1- •MIN. 2-1/2" MIN. INSTALLATION TYPE ' 1' 1 3/6" C I 2 1/8" WOOD BUCK TYPE '1' MATERIAI- PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD 'TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION • C • 4 a 1 MIN.'. 2-1/2" MIN. i INSTALLATION TYPE '2' 2 1/8' MIN. WOOD BUCK TYPE '2' MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON: ALL FOUR SIDES/USING WOOD aQ a D p " MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 3/8" 2 7/8" WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS 1" MIN. INSTALLATION TYPE '4' 2 1/8" MIN. W000 BUCK TYPE '4' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD -TYPICAL ANCHORS 1 SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION I/ METAL STRUCTURES ATTACHMENT TO METAL STRUCTURES • • • • • •• • • d' CI) •••a • • •••• • • •• •• • a • • • • • • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS 14N n R ?nfa PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.06 Expiration Date 10/31/2023 By Mia ade Produc Con z '� g o z Nz O ua • 21 *• O ta Ct a Zh • • • • c • • —•• • C O J C7 m x x n 0 .0 ro M 0 0 0 O_ 0 ON 0 m 0 a 0 0 0 ri v TE OF '•tit/ � drawing no.] W99-04 I sheet 5.1of 7 �U) � 8 d PERFORMANCE VALUES OF INSTALLATION ANCHORS Ftk R£TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS ANCHORS TYPE 'A' & 'C' ANCHORS TYPE 'H' ANCHORS TYPE 'A' & 'C' ANCHORS TYPE 'E' WINDOW DIMS. W/0 SHEAR CUP WITH SBME CUP FITS OR W/0 SHEAR CLIP WINDOW DIMS. W/0 SHEAR CLIP WITH SB'„AR CUP WITH 0R F/0 SSEAB CLIP AL-FAROOQ CORPORATION EIIGINEERS & PRODUCT DEVELOPMENT V3D0•rSIINSEc' DlitItE;SURE 220 MIAM•!FLORI 3043 (C.A.N. 3638) T� (305) 2548100 • FAX. (305) 262_69713 __ COMP—ANL\W9 WIDTH HEIGHT AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. WIDTH HEIGHT AT 17" O.C. AT 10" O.C. AT 17" 0.C. ' AT 10" 0.C. AT 17' 0.C. AT 10" 0.C. 24" 195.0 195.0 129.0 193.5 195.0 195.0 24" 186.2 195.0 99.2 158.8 195.0 195.0 28" 195.0 195.0 110.6 165.9 195.0 195.0 78" 28" 159.6 195.0 85.1 136.1 195.0 195.0 30' 195.0 I 195.0 154.8 154.8 195.0 195.0 ' 30" 148.9 I 195.0 79.4 127.0 195.0 195.0 36" 195.0 195.0 129.0 172.0 195.0 195.0 84" 24" 195.0 195.0 110.6 165.9 195.0 195.0 42' 195.0 195.0. 110.6 147.4 195.0 195.0 28" 177.8 195.0 94.8 142.2 195.0 1 195.0 195.0 48" 195.0 195.0 129.0 161.3 195.0 PERFORMANCE 24" VALUES OF INSTALLATION ANCHORS 54" 195.0 195.0 114.7 172.0 195.0 195.0 REFER TO SHEET 5 FOR DETAILS 60" 193.6 195.0 103.2 154.8 195.0 195.0 ANCHORS TYPE 'A' & 'C' ANCHORS TYPE 'B' I 66" 195.0 195.0 117.3 . 164.2 195.0 195.0 WINDOW W/0 SHEAR CLIP RITE SHEAR CLIP WITS OR W/O saw Cu t i • • i nnm. 72" 195.0 195.0 107.5 150.5 195.0 195.0 WIDTH HEIGHT AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. • 78" 186.2 195.0 99.2 158.8 195.0 195.0 149.4 i 25" 10.0 195.0 195.0 1910 195.0 84' 195.0 195.0 110.6 165.9 195.0 195.0 -3/8" 195.0 195_0 151.9 195.0 • • • s • 195.0 195 0 • 24" 195-0 195.0 154.8 154.8 195.0 195.0 19-1 /8" 50-5/8" 195.0 195.0 153.5 l LJ 0000 191.9 195.0 195.0 000,00 28" 195.0 195.0 132.7 1327 195.0 195.0 195_0 • ' �" 195.0 123.3 195.0 195.0 195_0 30' 195.0 195.0 123.E 123.8 195.0 195.0 74-1 195.0 195.0 130.8 /4" 195.0 195.0 195.0 ( ` 142" 36" 193.6 195.0 103.2 137.6 195.0 195.0 195.0 107.8 • a a1 SERIES-238 ALUM PROJECT OUT WINDOW CGI Windows and Doors, kic.•:• 10100 N.W. 25TH STREET ••• MIAM1, • FL. 33172 :' TEL, (305) 593-6590 _ ^ FAX. (305) 593-6592 i 26' 195.0 161.8 195_0 195.0 • • 165.9 195.0 88.5 117.9 195.0 195.0 38-3/8" 195.0 195.0 109.6 146_1 195.0 195.0 • • 48" 193.6 195.0 103.2 129.0 195.0 195.0 26-1/2" 50-5/8' 195.0 110.8 195.0 J • 30` 195.0 138.5 195.0 i I • • 54" 172.1 195.0 91.7 137.6 195.0 195.0 89.0 167.0 195.0 155 8 195.0 195.0 60" 154.3 195_0 82.6 123.8 195_0 195.0 74-1 177.1 94.4 /4" 195.0 151.1 195.0 195.0 f 66" 176.0 195.0 93.8 131.3 195.0 195.0 115.9 26' 195.0 195.0 154.5 195.0 195.0 72' 161.3 195.0 86.0 120.4 195.0 195.D 38-3/5" 147.3 195.0 78.5 195.0 195.0 104.7 78` 148.9 195.0 79.4 127.0 195.0 195.0 37" 50-5/8" 148.8 186.0 79.3 195.0 99.2 195.0 24' 195.0 195.0 129.0 172.0 195.0 195.0 119.6 63.8 63' 195.0 111.6 181.4 195.0 28" 195.0 195.0 110.6 147.4 195.0 195.0 ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP 26' 191.5 195.0 102.1 136.1 195.0 195.0 30" 193.6 195.0 103.2 137.6 195.0 195.0 42" 38-3/8" 129.7 173.0 69.2 195.0 92.2 195.0 36" 161.3 195.0 86.0 114.7 195.0 195.0 50-5/8' 131.1 36' 163.9 69.9 87.4 195.0 195.0 42' 138.3 184.4 73.7 98.3 195.0 . 195.0 1950 195.0 107.E 161.4 53-1/8' 26" 195.0 195.0 48" 161.3 195.0 86.0 107.5 195.0 195.0 38-3/8' 136.7 1 195.0 72.9 109.3 195.0 195.0 54' 143.4 195.0 76.4 114.7 195.0 195.0 60" 129.1 193.6 68.8 103.2 195.0 195.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING °,,. 195.0 110.6 147.4 195.0 195.0 TYPE 'A'- 1/4" DIA. KWIK-CON II BY 'HILTI' (Fu-163 KSI, Fy+'157 KSI) 28' 177.8 195.0 94.8 126.4 195.0 195.0 tgu`17.7 L All 30" 165.9 195.0 58.5 117.9 195.0 195.0 1"" A (Mark 2,3) C .2 u '°'o '" i UPDATED TO 2014 FBC y ? i UPDATED TO 2017 FBC I a s 73.7 98.3 195.0 vi p UCKS_OR. IVO ?Dr cm 36" 138.3 184.4 195.0 .QS�i' 42' 118.5 158.0 63.2 84.2 179.8 195.0 1€2 O 73.7 195.0 195.0 48" 138.3 1729 92.1 W ® 4 ® �flNRI� 122.9 184.4 65.5 913 186.4 195.0 54" 24" 195.0 195.0 129.0 161.3 195.0 195.0 28" 195.0 195.0 110.6 138.2 195.0 195.0 TYPE 'B'- 1/4" DIA. gWIK-CON II BY 'HILT.' (Fu=163 KS, Fy=157 KSI) 30" 193.E 195.0 103.2 129.0 185.0 195.0 1/4" DIA. ULTRACON BY LCO' (Fu=177 KSI, Tyr-155 KS!) 48" 36" 161.3 195.0 86.0 107.5 195.0 195.0 DIRECTLY INTO CONCRETE: 42" 1363 1729 73.7 921 195.0 195.0 1-3/4" MIN. >+' .0 48" 121.0 151.3 64.5 80.6 183.5 195.0 EMBED INTO, CONCRETE _ 24" 195.0 195.0 114.7 172.0 195.0 195.0 TYPE 'C'- #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CIS) N C 0 - > W o io M . M O ^ d D . d O N o D m i O 28' 184.4 195.0 98.3 147.4 195.0 195.0 INTO MIAMI-DADE COUNTY. APPROVED MULLIONS 84" 30" 172.1 195.0 91.7 137.6 195.0 195.0 OR �,L " _ - '.. 36" 143.4 195.0 76.4 114.7 195.0 195.0 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 42" 122.9 184.4 65.5 98.3 186.4 195.0 (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ``,111 a i i i t i date: 01-21-99 scale: 1/2" m 1" (dr. by: TARIQ chic. by: 24" 193.6 195.0 103.2 154.8 195.0 195.0 s ��i, ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) TAN ��� 165.9 195.0 88.5 132.7 195.0 195.0 •i 0 8 2U`�S`� STEEL: 1/8"THK. MIN. (Fly= 36 KSI MIN.) ��7p . •NACEN,i'•. so"28" 30" 154.9 195.0 82.6 123.8 195.0 195.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) •' 36" 129.1 193.E 66.8 103.2 195.0 195.0 PRODUCT REVISED TYPICAL EDGE DISTANCE as come i ng with the Florida _� •.70�2 i 95.0 195.0 117.3 164.2 195.0 195.0 Building Code - 24" NT.O_CONRETE NRY_ ' Ir .. _AND _MAS. �1,,1. NOA-No. 17-0918.06 se 28" 188.6 195.0 100.5 14.7 195.0 195.0 1 !_,i j ,1 30" 176.0 195.0 93.8 131.3 195.0 195.0 �•dl3•j �� i +' INTO METAL STRUCTURE =. 3/4 MIN. Lion Date 10 1I2023 � ®'•" ..TAPE OF ;�� drawing no. W 9 9 - 04 24" 195.0 195.0 107.5 150.5 195.0 195.0 OR1DP.•'• ®�� 72" 28' 1 1729 195.0 92t 129.0 195.0 195.0 WOOD AT HEAD SILL OR JAMBS SG = 0.55 MIN. � ��� 30" 161.3 195.0 86.0 120.4 195.0 195.0 CONCRETE AT HEAD, SILL OR JAMBS fc = 3000 PSI MIN. Miam a ro u on f�'NAL.'"N�`` C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm - 2000 PSI MIN. I1111111 of (sheet6 7 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS 1/4" ANCHORS 1/4" ANCHORS WINDOW DIMS. INTO MASONRY LNTO WOOD WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) 24' 195.0 195.0 28" 195.0 195.0 30" 195.0 195.0 36" 195.0 195.0 42' 195.0 169.1 24" 48" 195,0 148.0 195.0 131.6 54" 60" 177.6 118.4 66" 161.5 107.6 72" 148.0 98.7 78' 136.6 91.1 84" 126.9 84.6 24" 195.0 195.0 28" 195.0 195.0 30' 195.0 195.0 36" 195.0 169.1 42' 195.0 145.0 28" 48' 190.3 126.9 169.1 112.8 54" 60" 152.2 101.5 66" 138.4 92.3 72" 125.9 84.6 78" 117.1 78.1 84" 108.7 72.5 24" 195.0 195.0 28" 195.0 195.0 30" 195.0 189.4 36" 195.0 157.9 42' 195.0 135.3 30" 48- 195.0 118.4 54" 195.0 105.2 60" 177.6 94.7 66" 161.5 86.1 72" 148.0 78.9 78" 136.6 72.9 24" 195.0 195.0 28' 195.0 169.1 30" 195.0 157.9 36" 195.0 131.6 36" 195.0 112.8 42" 48" 185.0 98.7 54' 164.4 87.7 60" 148.0 78.9 24" 190.3 169.1 28" 163.1 145.0 30" 152.2 135.3 42" 38' 126.9 112.8 42" 108.7 96.7 48" 95.1 84.6 54" 84.6 75.2 PERFORMANCE ALUMINIUM BUCK VALUES INSTALLATION OF ANCHORS WINDOW DIMS. 1/4" ANCHORS INTO MASONRY 1/4" ANCHORS INTO WOOD WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) " 24" 28" 30" 36" 42" 48" 195.0 148.0 190.3 126.9 177.6 118.4 148.0 98.7 126.9 84.6 111.0 74.0 54" 24" 28" 30" 36" 42" 195.0 131.6 169.1 112.8 157.9 105.2 131.6 87.7 112.8 75.2 60" 24" 28" 30" 36" 177.6 118.4 152.2 101.5 142.1 94.7 118.4 78.9 66" 24" 28" 30" 195.0 134.5 173.0 115.3 161.5 107.6 72" 24" 28" 30" 185.0 123.3 158.6 105.7 148.0 98.7 78" 24" 28" 30" 170.8 113.8 146.4 97.6 136.6 91.1 84" 24" 28" 190.3 126.9 163.1 108.7 19-1/8" 26" 38-3/8" 50-5/8" 63" 74-1/4" 195.0 195.0 195.0 195.0 195.0 176.1 195.0 141.5 180.1 120.1 26-1/2" 26" 38-3/8' 50-5/8" 63' 74-1/4" 195.0 195.0 195.0 167.7 190.6 127.1 153.2 102.1 130.0 86.7 37" 26" 38-3/8' 50-5/8" 63" 195.0 177.2 135.1 120.1 102.4 91.0 82.3 73.1 53-1/8" 26' 38-3/8" _185.2 123.4 125.4 63.6 ALUMINUM BUCK k"RAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. NOTE: ALUM BUCK ANCHORS.TO BE INTO CONCRETE AT HEAD & SILL. MAY BE INTO FILLED CMU AT JAMBS. • V C((r rct7 ,tr, #14 SMS AT 6" FROM ENDS 24" 0.C. MAX. AT JAMBS 17" 0.C_ MAX. AT HEAD/SILL z .a rr 2 1/2" MIN. .ms EDGE DIST. - 1/4" DIA. KWIK-CON/ULTRACON 1-3/8" M1N. CONC. EMBED PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.06 Expiration Date 10/31/2023 TYPE 't INTO MASONRY By MIami-Dade Product Control f r • • • • •• • • • • • • • • •••• • • •• •• • • 4 • #14 SMS • • AT 6" FROM ENDS •••• i 24" 0.C. MAX. AT JAMBS 17" 0.C. MAX. AT HEAD/SILL 1" MIN. INSTALLATION TYPE '6' 2BY WOOD BUCK OR WOOD STRUCTURES TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM .645 0s5 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.06 1.125 By .903 Mia OPTIONAL COVER 6063-T6 irati • n Date 10 1/2023 JAN a 8 2018 / i #14 SMS 1-1/2" MIN. WOOD EMBED AT 6" FROM ENDS AND 24" O.C. MAX. AT JAMBS 17" 0.C. MAX. AT HEAD/SILL ��•'' Ems6..•.•® \ i ,N �a 00.0 et ac� u. o o'. aRtfR-0 o 0 anti Q w25 o as I . 246 O C • 0 0 0 wt, cc -J SERIES-238 • • • C• -II • • ••• O d 0 NO CHANGE THIS W in NO CHANGE THIS UPDATED TO 2017 FBC NO CHANGE THIS SHEET 0 77 n s D_ d 0 0 0 C 0 2 c 1•ATE•. OF •�/�� dr. by: TARIQ drawing no. W99-04j (sheet 7 of 7 J DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25th 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 the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ESCRIPTION: Series Clipped, E trued A�amir�emTube MalIion — L.M.L APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revision 11 dated 01/16/18, prepared by A1-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. IS. LargeAn_Sna5e ltttltitetRetant 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# 15-0420.08'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 Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy NOA No. 18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 Page 1 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. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al- Farooq Corporation, signed, sealed by 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 per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Manue Pere Product Control Exa �� r NOA No. 18-012 ' .08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-1 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. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and expiring on 03/28/18. / Manuel ' rez, '.E. (J/.. Product Contro z: mer NOA No. 18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95-13A, titled Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1 and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 10/04/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated October 4, 2017, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 08/13/15 and expiring on 03/28/18. Manuel Pe ez, P E. Product Control b a er NOA No. 18- ' 29.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-3 �.125I% r-1.000 -•j rAL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT sak) SOOISET DRIVE, SUITE 220 . M101I:FCORIDA 33173 (C.A.N. 3538) C ` WI., t3d te264-8100 FAX. (305) 262-6978 MULLION\M95-13A) 044 " .250" TYP. HOLE ' i\\\\\\\\\\11\\\\\h .\\\\\►�1\\\\\\\\\\\i 2.000 125 2.000 - 4 o-.125 � �� 711---111 ILMIL.-.11- ►� 4,000 LTYPICAL _ �. r-1 GLAZING PRODUCT , ; Ix Sx = = 1 X2 .332 IN\4 .332 IN\3 MULLION 44, N. .`�Sp+ Imo 1 2.000 CLIP ANGLE MOH, s �' -Y A 6063-T6 '^• N 1 w Rh. : • • • 6063-T6 2.000 2.000 -.125 I 1.0001 F.125 4.000 4 .125 2.000 3.000 .000 -- '/ ' 1 3.000 -1 -.12s ( 2.000 •••• • MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS `Series Clipped, Extruded Aluminum Tube Mullion—LMI CGI Windows and Dpolet, Irlo; 10100 N.W. 25TH STREET . MIAMI, FL. 33172 ' ' ' TEL (305) 593-6590 FAX. (305) 593-6592 `w' DIMENSION HORIZONTAL OR VERTICAL • •' • • MULLION `W' - IN. SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING • • 2" 1.688 ' 3" 2.688 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. ' • • •' 4" 3.688 AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED Ix = .9502 IN\4 Sx = .6335 IN\3 1 X3 MULLION 6" 5.688 IMPACT AND NON -IMPACT RESISTANT PRODUCTS. Ix sx 2X4 = 2.9762 w\4 = 1.4881 IN\3 MULLION RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY 715 NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 6063-T6 REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE 1.875 ,125 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.) 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE 6063-T6 1.000 F.125 2.000 125 r-. I description o z UPDATED TO 2010 FBC UPDATED TO 2014 FBC REV. PER RER COMMENTS 11 lH 01.16.18 UPDATED TO 2017 FBC DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 6.000 TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 4.000 MULLION CUP FOR 1BY TUBES AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. CGI-383 6063-T6 1.700 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL :IBS GENERICANDDOESNOT PROVIDEINFORMATIONFOR A SITE SPECIFIC PROECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNGTHIS PRODUCTAND SEAUNG AROUND OPENING FOR 4.000�.125 4 o- 125 >, io o >o oNNo p,;�;INSTRUCTIONS:CONDTIONSNOTSHOWNITHISDRAWINGARETOBEANALYZEDSEPARATELY, m - N o0USE N -: WATER INFILTRATION RESISANCE ETC. o w w o CHARTS AND GRAPHS AS FOLLOWS. ANDTOBEREVIEWEDBYUILDING OFFICIAL. 2.000 .•- .125 �*Illlill/l DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 ���\ STEP 1 �» A� date: 11-25-95 scale: 1/2- — dr. by: TARIQ chk. by: FOR PARTICULAR OPENING. PRODUCT REVISED�""'•� Ei lSF STEP USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING as �WIYfg with the Florida '•• ,,. -� ABOVE LOAD REQUIREMENTS. Budding Code p STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT Acceptaaoe N10 I0' &1 •t8 kolDate •7' - 2 Ix = 2.0374 IN\4 Sx = 1.0187 IN\3 1 X4 MULLION Ix = 8.2757 IN\4 Sx = 2.7586 IN\3 2X6 MULLION APPROVAL. a' . _ 4.000 USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH By STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Miami L -" �I I 2018 • •' cc �: drawing no. M95-13A MULLION CLIP FOR 2BY TUBES ade Product C ,1 IN STEP 1 ABOVE. . T OF • 40z USING ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS ��i •� 1OP''••t�' • •�� STEP 5 ON SHEETS 3 & 3.1. SELECT ANCHOR TYPE WITH DESIGN RATING•\ ,• CGI-395 6063-T6 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. �/ /0^ ` 1 ��\\ �I/III11O W 6063-T6 6063-T6 sheet 1 of 5 130 120 110 100 a 90 Qp 80 J z 0 70 60 50 40 30 130 120 110 100 IL a 90 oQ 80 J z w 70 60 50 40 30 1 X 2 X 1/8" MULLION 38-3/B MULL SPAN 50-5/8" 56" 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 2 X 4 X 1/8" MULLION 96" 108" 74-1/4" 63" MULL S 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 56" 130 120 110 100 L a 90 p 80 -J z 0 70 60 50 40 30 1 X 3 X 1/8" MULLION 38-3/8" MULL SPAN 56" 63" 74-1/4" 75 85 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 50-5/8" 130 120 110 100 a. 90 80 w 70 60 50 40 30 2 X 6 X 1/8" MULLION 130 120 110 100 a. 90 0 ap 80 J z Pi 0 70 60 50 40 30 1 X 4 X 1/8" MULLION b 108" 63" 74-1 /4" 56" 50-5/8" MULL SPAN 75 85 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 74-1/4" 96" MULLION S 108" 120" 132" 75 85 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 75 85 MULLIONS 75 85 o! E Z I z L MULUON i GLAZING PRODUCT w1 W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE a a rn HORIZONTAL MULLION • •• • •••• Mel ��%' GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN • TYPICAL MULLION ARRANGEMENTS WIDTH (W) = W1 + W2 2 NOTE; MUWONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) �tllll// • PRODUCT REVISED as complying with die Florida tcrZBuilding eAio ode 18-O9,oB lion Date By Miami n ade Product C 92 2018 EOF . Luz AL y •• MULLION\M95-13A) I c E d U . s N • • � • • •• •• N O) • • rn g S'r? M O.a.i• atLa! •aS • W • Et V) •T 3 NM p •►4) c z e o CD O U 0) c 0 N .5 Q) c 0 a U N NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET UPDATED TO 2017 T 1) 0 0 N O N N 0) 0 0 1) N O co O 0 c W 0 ) drawing no. M95-13A (sheet 2 of 5 130• 120 110 100 0 70 w 0 60 130 120 110 100 2 ANCHORS TYPE `A' 38-3/8" MULLION SPAN 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 2 ANCHORS TYPE 'BF' 38-3/8" MULLION SP N DESIGN LOAD - PSF 130 120 110 100 90 80 70 60 50 40 30 130 120 110 100 70 a90 a. 90 I I a 80 a 80 0 50-5P ;" o ll w � 60 50 40 30 25 45 55 65 75 85 BUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES 60 50 40 30 2 ANCHORS TYPE 38-3/8" MULLION SPAN 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES 2 ANCHORS TYPE 'C' 25 35 45 55 65 75 NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 85 85 130 120 110 100 li 90 80 0 70 w 0 60 50 40 30 2 ANCHORS TYPE `BH' 1111111 El 3/8 ULUON PAN 11111111111111 KIE EMEIV 25 35 TRIBUTA 45 65 75 - INCHES 85 cuP ANCHORS GLAZING PRODUCT VERTICAL MUWON GLAZING PRODUCT w1 GLAZING PRODUCT ANCHOR ETAIL #1 GLAZING PRODUCT a rn ARCHES TO BE INSCRIBED INSIDE RECTANGULAR•SHAP • • MUWON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) - wt + W2 2 ANCHORS 'A' APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOOD BUCKS INTO CONCRETE ANCHORS ' B' APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS ' BH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'C' APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES ANCHOR LOAD CHARTS 2 ANCHORS AT MULLION ENDS i r Bade SF- Riii.=, Miami tede Product PRODUCT REVISED as complying with the Florida Building Code to Acceptance Noe 12q Olg • • • • • • • • • • • •• •• • • • • • • • • • OF ljzi: NkL 1 0 Ms J O /v E E 0 1 w '0 CL 0 G U d • • • • • •• •• N Of !••• 2 � I °o• Q 411•' -0 • t) O 2(y0 to in to N V) I • N) 1 C Z� ,- O ., M O 1 CD -cc C 0 fA (1) 0 47, U v 0 UPDATED TO 2014 REV. PER RER COMMENTS UPDATED TO 2017 FBC G) rt+ 0 0 0 M 0 0 0 co 0 0 x N 0 N 0 N U 0 dr. by: TARIQ drawing no. M95-13A (sheet 3 of 5 � • • • • • •• • 130, 120 110 100 cn a_ 90 0 80 z w 70 0 w o_ 60 50 40 30 130 120 110 100 90 0 80 cD w 70 0 60 50 40 30 4 ANCHORS TYPE 'A' 50-5/ 38-3/8" " 74— J 63" 4" 84 MULL ON '•AN 96 10„" 1 n 1 " 25 35 45 55 65 75 85 TRIBUTARY WIDTH — INCHES 4 ANCHORS TYPE ' BF' 38-3/8" 50— 58 3/8" 63 74-1 96 10=" 84 . 1 �n " LL • S' 25 35 45 55 TRIBUTARY WIDTH — 65 INCHES 75 85 130 120 110 100 (1▪ ) °- 90 Qo 80 J z 70 w 0 60 50 40 30 130 120 110 100 rn • 90 0 0 80 z (7) 70 w 0 60 50 40 30 85 4 ANCHORS TYPE ' B' 25 35 45 55 65 TRIBUTARY WIDTH — INCHES 4 ANCHORS TYPE 'C' 63" 120 75 50 13 \ M ION AN —5/8" 25 35 45 55 65 75 TRIBUTARY WIDTH — INCHES NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 85 130 120 110 100 (./I w� 90 0 80 -J z 0 (7) 70 w 0 60 50 40 30 4 ANCHORS TYPE 'BH' 38— 3/8" 50-5/8 MULL SPAN 5." 63 74— 84 _ _ 96 10 " 25 35 45 55 65 75 TRIBUTARY WIDTH — INCHES 85 CUP ANCHORS GLAZING PRODUCT VERTICAL MULLION GLAZING PRODUCT W1 CUP ANCHORS W2 CUP ANCHORS � s .��-- GLAZING ��� 4.7 PRODUCT �•� .s 1 \ GLAZING PRODUCT _ 1 ANCHOR ETAIL #1 GLAZING PRODUCT CUP ANCHORS MULUON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = W1 + W2 2 ANCHORS 'A' APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1 BY WOOD BUCKS INTO CONCRETE APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS 'BH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'C' APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES ANCHOR LOAD CHARTS 4 ANCHORS AT MULLION ENDS PRODUCT REVISED as complying with the Florida Building Code 0 • . D Acceptance No 1 : • E . iration Date ade Product • IIIIIIg 11 \`' . t•• VCENs • ® HORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR.SHAPE • • •• • •.•• •••• • •• •• • • • • • •• O 705 ON O 77 77 w 4) V3 • • MULLION\M95-13A • • • •• •• N 0) GG . °' g••••• O w• Qom. LIE — c\I 3 cal r7 O • r7 rn cz�� 30 0 Og 0 o —j ( ) co 0 y .5 c 0 a .L 0 y a) UPDATED TO 2017 FBC a) 0 0) 0 0 c dote: 11-25-95 1,1 1 N 0 a drawing no. M95-13A sheet 3. 1 of 5 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. _ 2/ ANGLE -MUWON -MUWON J 2 X 2 X 1/8" ALUM ANGLE 2-5/8" LONG 0 2 N .1/4" 0 ULTRACON 2/ ANGLE 1BY OR 2BY WOOD BUCK d • a 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1 "X2" TUBE MULL 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S._ 2/ ANGLE r7� -MUWON MUWON 2 X 2 X 1/8" ALUM ANGLE — 2-5/8" LONG d/4" 0 ULTRACON .1/ ANGLE 1BY OR 2BY W00p BU.CK 4. d 4 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1 "X2" TUBE MULL MUWON 2 X 2 X 1/8" ALUM ANGLE 0 0 �-_ . .4 • PRECAST CONC° :a SILLs • 2" MIN. # 14 S.M.S. ^-2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 1/4" DIA. ULTRACON 1/ ANGLE PRODUCT REVISED as complying with the FDorida Building Code Acceptance rlo / - 0!?4. a$ �sation mate 052,1 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 3/ ANGLE MULLION 2 X 2 X 1/8" ALUM ANGLE 3-5/8" LONG NBTCH WOOD BUCK TO ACCOMODATE CLIP• .ANGLE TO MASONRY as 1/4" 0 ULTRACON .2/ ANGLE ° CONCRETE OR NASONRY BLOCKS DIZ ri 2 3 SCREWS PER SIDE REQUIRED FOR 4" & 6" TUBE MULLIONS I3y Mi o� r7 2 • • • •. • •• • . • 4 • • • • • • . •• •• • . 3 • •• 2321 OF eD ,, FAX. (305) 593-6592 411. V MULLION\M95-13A •. ) • • • • . .• •. •••. • ti.•• c •W••.• O O Windows and ) rn 0 .5 ANCHORS REV. UPDATED TO 2014 FBC REV. PER RER COMMENTS UPDATED TO 2017 v CO N N 0 4 O 0 4 N 0 m ro 0 0 0 W W x drawing no. M95-13A sheet 4 of 5 • • •• . • • . . MULLION CUP — MUWON — MUWON r-r _ - 1 4/4" 0 ULTRACON 1/ ANGLE a 777-0 a: e z i1 a 1BY OR 2BY WOOD BU.CK 4 MULLION PRECAST CONC. IN SILL' $ • a. I NOTCH CLIPS TO AMISS MARBLE SILL OR TRIM .; 4 • "NO 0 8 as . 4 d d. 1 /4" DIA. ULTRACON 1/ ANGLE MUWON CUP —MUWON —MUWON r-r 0 • .1/4" 0 ULTRACON 2/ ANGLE 1BY OR 2BY WOOD BUCK 0 SEE SHEET 1 FOR APPLICABLE MULLION CLIP TO 1BY OR 2BY TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULLION CLIPS — MULLION NOTCH WOOD BUCK . TO ACCOMODATE CLiP.,ANGLE TO MASONRY 1/4" 0 ULTRACON .2/ ANGLE a 0 O 0 ri z • ° CONCRETE OR MASONRY BLOCKS PRODUCT REVISED as ceinptying with the Farrida Building Code is •0 t29• 08 Acceptance No E iration Date plan toy'2O23 By Mi• n Dade Product Cootr O 0 0 z_ • • • • . •• 4 • , •••• • •• •• • • • • 1 • • • • . •• " l C • 0 a) E E 4) 0 W Gam) 0 U 0) 4) N • • • •• •• N rn • •••• • 12 „°o.• .� (1)�r to C'1 f Q • re) r) _ Z i. 3 � p �3a-j 0 ai c 0 y '5 s_ 0 a U a) REV. PER RER COMMENTS UPDATED TO 2017 FBC 0) 0 'D cv N 0 03 0 0 c rn N 4, v° m U • ( drawing no. M95-13A sheet 4.1 of 5 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'— 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 CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE T+11_Ir11�1:•�� .�., ( u=1 " I, y= 55 KS L DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPE ' BH'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO HOLLOW BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE 'BF'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO FILLED BLOCKS 1-3/4" MIN. EMBED INTO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE `C'— #14 SMS OR SELF —DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 2 OR 4 ANCHORS TYPE 'C' SEE SHEETS 3 & 3.1 FOR CAPACITY THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION I. 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION METAL STRUCTURE OR TUBE MULUON • • • . • •• / • • • • • • .••• • • •• •• #14 X 3/4 FH SMS 1 PER CUP AT 1X2 & 1X3 MU N • • • 2 PER CLIP AT LARGER MULUON •• • MUWON 1BY OR 2BY TUBES ANCHORS DETAIL #1 METAL TO METAL CONNECTION PRODUCT REVISED as complying with the Florida Building Code tt@ Acceptance N10 1,13 Zen . 446, E .,' . ', Date :r''� 1G •' By Miam ade Product Coatr `__111111!,� o�*� 1CFrfll$F® �i 70592 2elo OF • 1111�1 o`` MULLION\M95-13A • • Extruded Aluminum Tube Mullion—LMI 0 a U •. •• • • • • • C . N 0) u7 m CD LO •. • i•••• C'�yl' 'o v, to_ to Nr .0 Cz... 3 0 o o M — OQ J co c 0 '5 G) 0 0. U y G) .o REV. PER RER COMMENTS UPDATED TO 2017 v 0 N O co O 0 c x rn 0 drawing no. M95-13A sheet 5 of 5