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WS-18-3281Permit NO.: WS»10-18-3281 Miami Shores Village - �� permit Type: Windows/Shutters 10050 NE 2 Ave Miami Shores FL 33138 tU r1iassification: Window/Door Replacement 305-795-2204 permit Status: Approved issue Date:11/05/1018 1 Expiration: 04/23/2019 Location Address Parcel Number 685 NE 97TH ST, Miami Shores, FL 33138 1132060171920 Contacts WILLIAM & KATHLEEN KOCH Owner THE COMPANIES OF R&S INC Contractor JOHN DOWNEY 8715 SW 129 TER, MIAMI, FL 33176 Business: 3052566666 Inspection Requests: Description: REPLACE 22 WINDOWS IMPACT INTO EXISTING Valuation: $ 24,150.00 305 762 4949 OPENINGS Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $15.00 DBPR Fee $4.80 DCA Fee $3.20 Education Surcharge $5.00 Scanning Fee $9.00 Technology Fee $8.00 Windows/Shutters Fee $270.00 Total: $365.00 Building Department Copy Payments Date Paid Amt Paid Total fees $365.00 Check # 246 11/05/2018 $315.00 Check # 238 10/25/2018 $50.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work ill l e done in ipliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named cont ctor do the wo < st d. Authorized Signature: Owner / Applicant / Contractor / Agent Date November 05, 2018 Page 2 of 2 y \ Miami Shores Vi lag RECEIVED 1 � uilding Department OCTO2 5 2098 10050 N.E.2ndAvenue, Miami Shores, Florida 33138 Ca JA Tel: (305) 795-2204 Fait: (305) 756-8972 INSPECTION LINE PHONE NUMBER: 1305) 7624949 gh BUILDING Master Permit No.V4S PE MIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CO NTRACTO R D RAW i NGS JOBADDRESS: (OY-1' JI?� q? Jl. City:. Mlam(Shoces _ _ Coun • iami_Dade . Zi • 3� Folio/P:arcei#s .�6�' d�% • D is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple7ideholder) OC�� W f Phone#: �yr , 06-yo%o Address: 6 LZ NS _F L2 Sty City: Wi 0 m; �h0✓1 -6l State: 3yae Tenant Email: CONTRACTOR: Company Name: H ``e% L Phone#:r:c?J'� Address: /► 1' Zip: 3 3 2,6 City: ,�/ � I o Gt ✓►'1 i State: F� • P� r Qualifier Name: �Tko Phone#:��i� State Certification or Registration #: DESIGNER: Architect/Engineer: _ < Cer tiff cate of Competency #: Phone#: u m , State: 0 Zip: ./ - - cdle Value of Work for this Permit: $2 %� /0' Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 5�KRepafr/Replace ❑ Demolition Description of Work: -¢ a cx's Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $_ Training/Education Fee $ Structural Reviews $ — (Revise d02/24/2014) CCF $ CO/CC $ DBPR $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ 3I Sv • CQ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature (A — KOSignatu OWNER or AGENT The foregoing instrument was acknowledged before me this day of (t4l r 20%s—� by (AAlLaO who is personaljwn to me or who has pr Gnr ERtvAt`Ddas y'Pl': MYCOPAMISSI� { identification and Fake a : July 13 '19 NOTARY PUBLIC:ndeorhars q;,fPublicU g°ndedThNNotary CONTRACTOR he forego i instrument was acknowledged before m thi day of ( 20 / U y illl who is personal) no n to me or who has pro r, EDMEE HERhAMEZ as MY identification and f4e anE MiRCS: July 13. 2019 ^.,r • oP• Public Underwhers � f of •�.• Bonded Thru Notary NOTARY PUBLIC: 0' 4'k� Y'Sign: Sign: Print: 'K!CLA i ... /' i Seal: Seal: ***s************s***s***s*�s*ss** ***: ****ssr****■***s*s***s***r*r*r**•***r�rss*�***s*ss****s**s**:::ssssss APPROVED BY / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 10/25/2018 Property Search Application - Miami -Dade County 0 1(,, E F "n I FPr .: b A I o)", ki H!, PRIn' Summary Report Property Information Folio: 11-3206-017-1920 Property Address: 685 NE 97 ST Miami Shores, FL 33138-2470 Owner WILLIAM N KOCH &W KATHLEEN F Mailing Address 685 NE 97 ST MIAMI SHORES, FL 33138-2470 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,169 Sq.Ft Lot Size 13,000 Sq.Ft Year Built 1954 Assessment Information Year 2018 2017 2016 Land Value $389,620 $389,620 $324,852 Building Value $150,962 $150,962 $150,962 XF Value $828 $828 $828 $541,410 $476,642 Market Value $541,410 Assessed Value $184,054 $180,269 $176,562 Benefits Information Benefit Type 2018 2017 2016 Save Our HomesAssessment $357,356 $361,141 $300,080 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 4 AMD PB 15-14 LOTS 21 & 22 BLK 101 LOT SIZE 100.000 X 130 OR 15581-1950 0792 1 Generated On: 10/25/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 Taxable Value E$13!4,0154E $130,269 =$126,562 School Board %axa�bleValue ��$$159,054 5,000�5,000 $25,000 ,269 $151,562 City alue $50,000 $50,000 $50,000 �Tax�ableValue $134,054 $130,269 $126,562 Regional Exemption Value $50,0601 $50,000 $50,000 Taxable Value $134,054 $130,269 $126,562 Sales Information Previous Sale Price OR Book -Page Quaycation Descnption m _ __ ___ _ _� _--- __- 07/01/1992 $148,000i 15581-1950 Sales which are qualfied The Office of the Property Appraiser is continually editing and updating the tax roll. This web site may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: 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). Acknowledgement: (_J_� Qualifier/Owner Signature Y-n (C-0 �0/2 JOHN T D WNEY f Date Print Name /I N�' CONTRACT # -15 13 ``C O M. P -A N I E S 8715 SW 129th Terrace, Miami FL 33176 PH: 306-256-6666 / FAX: 305-256-6700 Billing Name: Mr. & Mrs. Koch Billing Address: 685 ne 97th Street City: Miami Shores, FI. Job Name: same as above Job Address: ALL WINDOWS & DOORS ARE VIEWED FROM THE OUTSIDE! Zip: Date: 10/05/18 Delivery is included or%this contract E-mail: mpress@rscompanies.com Furnish & Install CGI Sentinel Impact Windows & Doors w/White Frames & Clear Glass. If sidelite for W1 add $1403.61 including installation and new mull bar. Includes White Frames everywhere- XO in W9,15 & LOE366 in W18 Permitting, engineering & applicable fees are to be charged at cost upon receipt, plus $250.00. Attn: Bill Home: Office: Cell: 305-206-0070 Fax: E-mail: bilIO-kochs.orq Sub Total:ll $ 24,153.05 3% conveinence fee added for credit cards. Initial Deposit: r 50% $ 12,076.53 Stucco Patch & Drywall Patch & NEW BUCK Included in remodel. Product At R & S:11 40% $ 9,661.22 Existing casings to be reused if possible. Final Payment: 10% $ 2,415.30 Subject to revision with field measure, changes or corrections. Paint not included in remodel. All products are made to order and are non cancelable, non refundable and non returnable once order is placed. PAINTING, ELECTRICAL & ALARM WORK OR WINDOW CLEANING IS NOT INCLUDED IN THIS CONTRACT *THE COMPANIES OF R&S Inc. is not responsible for damage to walls, floors, sills ,window treatments or alarm systems caused by the removal of windows, doors or shutters. New construction jobs perimeter caulking is done by Others. Heat strengthened laminated glass may show signs of waviness. 'R & S is not responsible for damaged goods in deliveries unless noted in writing upon delivery by purchaser or agent- * In the event that the amount stated herein shown is not paid when due, interest at the highest legal rate per annum shall accumulate on the total amount remaining due All costs of collection shall be paid by the customer including reasonable attorney's fees. " Title to materials delivered and/or installed pursuant to the order shall remain in the name of THE COMPANIES OF R&S Inc. until same is paid in full, and the purchaser waives all right to homestead and other exemption under state law applicable. 'Finish color is NOT an exact match. (Finish color is as similar as possible.) ' THE COMPANIES OF R&S Inc. shall not be responsible for delay in delivery resulting from strikes, labor difficulties, fire or other casualty, or any causes whatsoever beyond its control. ' Concealed issues, damage or rotten wood is not the responsibility of R&S unless detailed in this contract. R & S assumes it is installing into a structurally sound opening any requirements by building department, including but not limited to new bucks and poured cells are not included and at extra charge. ' R&S will not be liable for any engineering cost that may be incurred for any reason. `The use of these products may not be in compliance with your local building codes. Correct usage of this product to be determined by an architect or engineer. Check with your local building official for final usage. ' WARRANTIES: THE COMPANIES OF R&S Inc. warranties their labor for one (1) year. Our manufactures supply their own warranties. ' Customer has received all warranty and maintenance information for the above products. 'WARRANTIES" DO NOT BECOME ACTIVE UNTIL FULL PAYMENT HAS BEEN MADE. Final payment can not be withheld due to incomplete varranty work. ' IT IS THE RESPONSIBILITY OF THE HOMEOWNER/CONTRACTOR TO PROVIDE ACCESS TO THE PROPERTY FOR ALL INSPECITIONS AND MUST BE AVAILABLE FOR PERMIT INSPECTIONS AT THE JOBSITE ' Contract price does not include installation, permit fees, or delivery unless stated herein. ' Balance for materials will be due within 10 working days upon their arrival at THE COMPANIES OF R&S Inc. Any materials not paid for and delivered within that time frame are subject to a weekly storage fee of 10% of the contract value or $100.00 per week whichever is greater. ' This is the whole contract! No verbal discussions nor alleged or assumed salesman's promises will be honored unless stated herein. Acceptance of this contract subject to review and approval by an officer of THE COMPANIES OF R&S Inc. Purchaser's Signature: - PLEP".." READ BEFORE 1,`W1 Salesperson: Accepting Officer of R&S Inc. 1 n/tir9n1 R a-nA AM 1 Final Revised Koch Residence Coversheet 9192018 M IAM 1•DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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 QCwty Product Control • • • • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reseA'�e'the right .. ...... .... to have this product or material tested for quality assurance purposes. If this pr•o t*7t.'or material fails 16 . perform in the accepted manner, the manufacturer will incur the expense of such tegipg and.tjie QHJ miy ... immediately revoke, modify, or suspend the use of such product or material within itka& juri&ittioh. RFC.... reserves the right to revoke this acceptance, if it is determined by Miami -Dade •Gets-mty Prods dot:Contmi:.. hii Section that this product or material fails to meet the requirements of the applicable ttAng codes • .... :- This product is approved as described herein, and has been designed to comply:witrtie Florida Building Code, including the High Velocity Hurricane Zone. • • • • SCR_ PTf+UN: Series ` Sentine 1Aluminum— Sinkle Hutting Window -vL.M.-I. • • • • APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series Sentinel 110 Alum. • S A. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, 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. SILEYManal pactR111es11s1.tan �.1 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# 15-0512.10 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. �o .�17-1018,08 MIAMIMDADE COUAITY ` xptra ton_ a e eptem er-22, 2020 i �ipprova a e: exuber ff 201 Page I 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.10-0510.11) 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C 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 �erF$C TAS 202-94 • • 2) Large Missile Impact Test per FBC, TAS 241a-,4),* • • • • • • • • • • % 3) Cyclic Wind Pressure Loading per FBC, TA132M-94 ;....; along with marked -up drawings and 'installation diagram of a 3erjg4.7500 YY.0 fixed; .... • window, to qualify DuPont "Butacite" PVB interlayer, Durasoal& and Super.SfacerQ %.0 insulating glass spacer, prepared by Certified Test Laboratories, Pest Rel cxt llo. ...... • CTLA-3056 WA dated 03/03/15, signed and sealed by Ramasli V.:Patei P.E. ' 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading der LAC T4$202-94 • 2 Large Missile Impact Test per FBC TAS 2.01 4 • • g p p .. . 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 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) M a n u e I P ez, .E. Product Control xa iner NOA No. 1 - 018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 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 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resourges (DER).: ..... • • • • E. MATERIAL CERTIFICATIONS ' ...... .... ...... 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Americ*ft�•Inc. for 4heir • "SentryGlas® (Clear and White) Glass Interlayers" dated W2145, etpirifig on • • .... . ..... 07/04/18. . ... . • ...... ...... 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amar. cta.,'Inc. for their ...... "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring M 19,J1 1/16. •; 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Confpa4. (MA?' for their "Saflex CP — Saflex and Saflex HP Composite Glaftjftt�rlayer.!j iyith ; • • • •; PET Core" dated 06/19/14, expiring on 12/11/18. ' 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted underprevious NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont 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, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I. approved on 02/05/15 and expiring on 09/22/20. Manue er P.E. Product Cont of aminer NOA N . 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, 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, comply#iipwith PE GOh ....:. Edition (2017), dated 09/29/17, prepared by Al-Farooq Corpotati"?, signed and ; • • •; sealed by Javad Ahmad, P.E. • • • • ...... .... ..... D. QUALITY ASSURANCE • • .... .. . ...... 1. Miami -Dade Department of Regulatory and Economic Resourcec4J!ER) . • . . . . ...... E. MATERIAL CERTIFICATIONS 0 0 0 • • • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ametfca; Inc. fdf jhQir • "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 GIass 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. G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I., approved on 08/06/15 and expiring on 09/22/20. Manuel W—e-t P.E. Product Contr E miner NOA No.-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-3 M IAM i•DADE a DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI—DADE COUNTY, FLORMA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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 of n aterial fails to perform in the accepted manner, the manufacturer will incur the expense of suoh• testing• and the A1+J• • • • • •• • may immediately revoke, modify, or suspend the use of such product or materiaj v, i4�m theif jurisdiction. • • RER reserves the right to revoke this acceptance, if it is determined by Miami-Dad.Product Contror • Section that this product or material fails to meet the requirements of the applicable kwilding code. ' • • • • • This product is approved as described herein, and has been designed to comply with -the Florila Xuildirn% o• Code, including the High Velocity Hurricane Zone. • • : •: • • • • • •.•_ .. ESCRIP eries `Senhne_120' A um-num Horizontal: Slid n :Windolv.�. • • • • •: • _ __� • APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 1.20 Atoum. ]:Vria•Slidisgoo:. Wdw. (L.M.I./ S.M.1.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 02/24l14 with revision "I� • • • dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E1 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. ME.IMPACTTING Large and Small issile,_ _ pact ,.__es><stan 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-A, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. MIAMMADE COUNTY gpiratxon Dale eleti er 2 , 0, [A,pproyaI Date 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 Is 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 ; • • 0; • 2) Uniform. Static Air Pressure Test, Loading pp j-PBC, T'AS 202-94• • • •; • 3) Water Resistance Test, per FBC, TAS 202-44... • • • • • • • 4) Large Missile Impact Test, per FBC, TAS i?@4LA 5) Cyclic Wind Pressure Loading, per FBC, T.A!?W3-9,t •. • 6 Forced EntryTest FBC 2411 3.2.1 TAS .1 0 along with marked -up drawings and installation diagram of aa.series oi0iti:iel 12 06::• aluminum horizontal sliding window, prepared by Certified; Tlc�t;Laborateries, Test .' Report No. CTLA-3062W, dated 07/07/15, signed and seated by Ra+.sh:Q. Patti-•:• P.E. ..00 0 ...... 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAX202-94 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.15-051Z05) 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) orge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 201.7 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, 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. (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, `?A.� &2-94 3) Water Resistance Test, per FBC, TAS 202 -94 • : *see 4) Small Missile Impact Test, per FBC, TAS 2044.4 � � •;; 5) Cyclic Wind Pressure Loading, per FBC,1'A4203-94 - 6) Forced Entry Test, FBC 2411 3.2.1, TAS 2021*94 :'. • along with marked -up drawings and installation diagram. of. a seriej 'Sentinel': ... ..... aluminum horizontal sliding window, prepared by Hurricane •Tesf Lab&oAbrk, LLB,. • • • Test Report No. HTL-0080-0102-10, dated 06/04/10, signed' IZI 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 5tn 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. G� ge M. Plasencia, P. E. Produ t 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 51h Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signc�.444 sealed by Javad Ahmad, P. E. • • ; " • • • • 2. Laboratory compliance letters for Test Report No. CTLA-3062,kV, date.4,��/07/1i5��;� issued by Certified Test Laboratories, signed and sealed by Ramt;h•C. Patel,.P. E. . 3. Testing Proposal issued by the Product Control Section, dat85'044/08/1% signed y • .... ..... Jaime Gascon, P. E., Section Supervisor. . .. • � • • 4. Laboratory compliance letters for Test Reports No.'s 6TLA'-3056.WA, dat�:: 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056;WV»dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by; Ramesh C: Pahl, P. E.' • • • (Submitted under previous NOA No. 15-0512.05) .. • • • • • 5. Testing Proposal issued by the Product Control Section, dated 12/l6/1As'sitned 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 AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G/! orge A Plasencia, P. E. Product 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 F. I. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. t2� 11nir "Trosifolg Ultraclear, Clear and Color PVB Glass Interlajgrs''4dated'O1/19/17, •••�;• expiring on 07/08/19. • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ameriea,•Ine. fortheir , "SentryGlas® (Clear and White) Interlayer" dated 06/25/le *Atpiring::% 067104/1 3. Notice of Acceptance No. 17-0712.03 issued to Eastman CheVj;ijCpj CoA V (MAI • % for their "Saflex CP - Saflex and Saflex HP Composite Glass lattrIayers With P4y.:: Core" dated 09/07/17, expiring on 12/11/18. ; • •; •; • .' 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical CorQpm_v (MA)• • � • for their "Saflex Clear and Color Glass Interlayers" dated 1190717, exptri.Vg on 05/21/21. *00000 STATEMENTS 1. G. OTHERS 1. This NOA revises NOA 415-0929.13, expiring on 09/22/20. 'Jorge M. Plasencia, P. E. Prgd'uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-4 M IAM I-DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 1WAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room. 208 T (786) 315-2590 F (786) 3 1552599 -www.miamidade.gov/economv 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 PfdchfCt'Contrpl.... Section (In Miami Dade -County) and/or the AHJ (in areas other than Miami -Dade Esourky) resaw-& she right . to have this product or material tested for quality assurance purposes. If this prcd4et' or ma"ial fails to • • • • perform in the accepted manner, the manufacturer will incur the expense of sucIffesl"g and the'AHJ m4y.•0; immediately revoke, modify, or suspend the use of such product or material wittin* *Mir juriZiettioa. RVR reserves the right to revoke this acceptance, if it is determined b Miami -Dad .c. • t Pro tic Contro;: • ' - g P Y �. Q�ld Y SI L �. ... Section that this product or material fails to meet the requirements of the applicable b%kFmg cdc�-,. ; ..... This product is approved as described herein, and has been designed to comply -�witt•the Florida Building . Code, including the High Velocity Hurricane Zone. 9 0 ; • • ; • 000000 . . . . . ESCRIl'TION: $eries "Sentinel�130" Aluminum Fisted Windovcv - L.M.I • • • • • • _. - _.. _ ._ _ u.__ ...__ � � .. _ � _ .. .. . APPROVAL DOCUMENT: Drawing No. W10-02, titled `'Series Sentinel 130 Alum A'KtMvindow (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., 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. LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, 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 I 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. __ � o 7,1__0918.07 r7 apira_on a_e ep_em_er2 ,202 f Pa. ovem ec __201 Page l 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 TA-5 P-42-94 • • • • *0 • 2) Large Missile Impact Test per FBC, TAS 2UT W ....: 3) Cyclic Wind Pressure Loading per FBC, TAX X(03-94 ; • • •, • , • • • • • along with marked -up drawings and installation diagram of a•swies 7500 PU.0 fixed..' window, to qualify DuPont "Butacite'' PVB interlayer, Durasealaand Super Apacer0 •; • insulating glass spacer, prepared by Certified Test Laborator>;eej* Test Deport No. '. . ...... CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel: P.£�' 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading pear F$C TA-S 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 Spacerg 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. Abra m, P.E. (Submitted under NOA No.10-0510.13) anuel �eFe P.E. Product Control Exa iner 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-51b 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 D►dl ttnours &Co., IT$ ...; for their "DuPont SentryGlas® Interlayer" dated 08/25/11, ep;i�ng or;b4 /f 4/17. 00000 • 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont D NemoursA Co., Iw.:.. • for their "DuPont Butacite® PVB Interlayer" dated 04/11/1.3, expiring on•1/11/16+•••• 3. Notice of Acceptance No. 14-0423.17 issued to Eastman CUM= Compa%y {MA) for their "Saflex Clear and Color Glass Interlayers" dated Q6l % 4, exniringon , • • • • 0 05/21 /16. • • • • . 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical ConiVany (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-5tb 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. w % Manuel Pere . t/lam Product Control Ex in r 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.1.) (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 :00 ' 1. Anchor verification calculations and structural analysis, ccmrglying wi'tZ• 4+�BC 6'• • • Edition (2017), dated July 15, 2017, prepared by Al-Farooq•�o•'rtbrationj sl ed AL..: sealed by Javad Ahmad P.E. • 2. Glazing complies with ASTM E1300-09. • • • • • • • • • • • • • • .... .. . ...... D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resour es AR) ; • • • � • •' E. MATERIAL CERTIFICATIONS " 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas© (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 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 —co nfarmanceof_com y g with_ BC_5�' Edit op 2( 0U, with C b Edition { ind o o ci to est date ugusta 01 ,.issued bye -Faroo Corporattozl rszgne an sea a ava ,2.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 9.n6/25/15 and expiring on 09/22/20. Manuel Pere P.E. Product Control(E miner NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-3 MIAMIO E MM DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAM1-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.V_ov/economv 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 (:QWRt)& RER - Product Control Section to be used in Miami -Dade County and other areas whera alloyed by the Authority* •: Having Jurisdiction (AHJ). • ...... .... ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dads C4tu2ty Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade Om ty) reserve- the riglt0 0 • m: to have this product or material tested for quality assurance purposes. If this prddewt or aterial fails t8; • • • perform in the accepted manner, the manufacturer will incur the expense of such'fastirig and.the:A:HJ ml� immediately revoke, modify, or suspend the use of such product or material with;i t�eojuriscfiction. RE'40 reserves the right to revoke this acceptance, if it is determined by Miami -Dade C;uQty Prpducj Control,.: Section that this product or material fails to meet the requirements of the applicable building ccad'e This product is approved as described herein, and has been designed to comply with ;1e Florida•Buildixa0 0 Code, including the High Velocity Hurricane Zone. • • • __ eries "23 Outsvving Aluminum "as ementt indovv APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-23 8 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. SSILE ZI'ACT _ .. Large an __ ma s e .pact � esistan LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 15-0512.19 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. o. 17-0918.1 a(Exp-iration Date: October 26�2,0123 rova Date: N ve ber 3 II/op 1 j op Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBNHTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • B. TESTS ' ...... .... ...... 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per -BC TAS P-02-94 . 2) Large Missile Impact Test per FBC, TAS 2L7P94 :'. ' .. • . . .. ..... 3) Cyclic Wind Pressure Loading per FBC, T •0�-94 • • • �; • along with marked -up drawings and installation diagram of a-96ri& 7500.PW fixed... window, to qualify DuPont "Butacite" PVB interlayer, Duras:Afr4nd Super Spacer® •; insulating glass spacer, prepared by Certified Test Laboratories; Tesi.l?2nort Na."" CTLA-3056 WA, dated 03/03/15, signed and sealed by Ra-n2$1,, C.;Patel, p,F; ; • • • •; 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS2M-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, DurasealCR and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA # 14-0506.01) 7/� Manuel Pe z, V.E. Product Control Ekaidiner NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 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, anal TM 202-94 • • • • • • • • along with marked —up drawings and installation diagram of'h aluminih'ta.sement •. ... ..... window, prepared by American Test Lab of South Florid"1Z Test.%eport i�o. • ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Heiv lgattern�P.F,. (Submitted under NOA # 12-1220.14) •' • • • • • • • • • • . . 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94" :": •' : •: •"" 00 2) Uniform Static Air Pressure Test, Loading pgXJ3C, TAS•202-94 • • 3) Water Resistance Test, per FBC, TAS 202;94 • : • • ••: • 4) Forced Entry Test, per FBC 2411.3.2.1, antt TA'S 202'94 ;....; along with marked —up drawings and installation diagram of'an alumir 0 basement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HT1-0080- 0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, RE (Submitted under NOA # 08-1010.02) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) ManuelP ere Product Control Ex roe NOA No. 17- 11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, ar_d TAS 202-14 •" • • • •; • along with marked -up drawings and installation diagram of th aluminimf tasement •. window, prepared by Fenestration Testing Laboratory, Inc.,;'Yhl * 2eporU .No. FTI� �' • 1003 and FTL-1041, dated 10/14/94, both signed and sealed by.Yamil K."i, V.E. : •' •': (Submitted under NOA # 96 0417.03) .... . .. ..... ...... . ... ..... .. .. .. . ...... C. CALCULATIONS ...... 1. Anchor verification calculations and structural analysis, compiying4ith FBG2010....... dated 4/24/14, prepared by Al-Farooq Corporation, signed and sMgd by lavad ;•,�•; Ahmad P.E. • (Submitted under NOA # 14-0506.01) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. Manuel Pere , .E. Product Control 4apiner NOA No. 17 918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBG 5" Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) ..... • 3. Laboratory compliance letters for Test Reports No. HTI.-008001b301-07 fo"*pec1 •0 • A and B and HTL-0080-0905-07 for specimen B and C, issued4.Hurricang Test . Laboratory, Inc. dated 09/21 /07 and 10/12/06both signed a 6 sea ed b A iix J. ' • e � • Abraham, P.E. "" ...... .... ..... (Submitted under NOA # 08-1010.02) • .. .. .. . ...... 4. Laboratory compliances letters for Test Reports No. HETI-08-.3143, 41 HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued by HuYricar%..:. • • • •: • Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all:siXed and'sealed by :....: Candido F. Font, P.E. •.. •. • (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) 7. Test Proposal for the qualification of Butacite® PVB glass interlaver by Kuraray America, Inc., as well as Duraseal(R and Super SpacerO Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/18. Manuel ere Product Control Ex V18.11 er NOA No. 17- Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-4 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • B. TESTS •• •••• ...... .... ...... 1. None. ...... C. CALCULATIONS •"' ""' ...... .... ..... 1. None. • .... .. . ...... D. QUALITY ASSURANCE • . . . . ...... 1. Miami -Dade Department of Regulatory and Economic Resources TIER)' .. :....: .. . . . •. . 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® UItraclear, 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 (.NIA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/1 S. 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. G. OTHERS 1. Notice of Acceptance No. 15-0512.19, issued to CGI Windows and Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 09/17/15 and expiring on 10/26/18. Manuel Per - , E. Product Control Ex m' er NOA No. 17-0 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-5 MIAM I-�3ADE DEPARTMENT OF REGULATORY AND ECOaNONUC RESGURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCTCONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miarnidade.gov/economy 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 Nf ami-Dade Tonn�1 RER 0 0000 Product Control Section to be used in Miami -Dade County and other areas where.0bted by V14Authority .. Having Jurisdiction (AHJ). ...... .... ...... i :pis NO A shall not be valid after the expiration date stated below. The Miami-Dade,45anty Product Cortrpl. Section (in Miami --Dade County) and/or the AHJ.(in areas other -than Miami-DadQ CMiaty) re$8rvdthe right to have this product or material tested for quality assurance purposes. If this product or mater,al fails ....l. . ... ....• perform in the accepted manner, the manufactures will incur the expense of such ie�ting .and•Lhp-,YAJ m� immediately revoke, nwdiry, or suspend the use of such product or material witt".t1W4ir jurisdic on. RER .• reserves the right to revoke this acceptance, if it is determined by Miami -Dade County P*A-uot Contsw..:. Section that this product or material fails to meet the requirements of the appEcabl: buit4ing code. ; ; This product is approved as described herein, and has been designed to .comply kith the Fl6)HV$ui1ditLg • Cade, including the High Velocity Hurricane Zone. ! -_µ::. ..___ :.5 6Res `, T8__7A erainuzn P_ro}e t O it_ViJrnd 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 Alunad, P.E., bearing the Miami -Dade County Product Control Revision staimp, with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control'Section. S-ILE ACT T G: Large and smallmtssiie .P act si n LABE]L1NG: Each .unit shall hear a. permanent label with the manufacturer's name or logo, city, state, model/series, and Bollowi.ng staterx_ent: "Miami -Dade County Product Control Approved", sunless 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. TER-WNATION of this NOA will occur after the expirations 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 uith any section of this NOA shall be cause for termixiation and renroval ofNOA. ADVERTBEMENT: 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 Arid shall be available for inspection at the job site. at the request of the Budding Official. This NOA revises and renews NOA No. 15455s2.21 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 Maauel Perez, P.E. .old U UE GnJate er_ , lacy 18 2018 Page 1 CGI Windows and Boors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBNHTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (S.uhmitted undeer NOA s No. 96-0717.04 .and 99-0329M) 2. Drawing No. —99-04, 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 04/10/1S�•��aspared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P;E.. •. • • • •; • ...... .... ...... B. TESTS ...:.. I. Test reports on: 1) Uniform Static Air Pressure Test, LoacFing a—FPC T; -, 242-9=: • • 2) Large Missile ImpactTestper FBC, TAS 2(7?--'74 • ' • ' •:' •. 3) Cyclic Wind Pressure Loading per FBC, TV K43-94 •..' •: ...... along vvrith marked -up drawings and installation diagram of a s�s.7500 PVC fixed so window, to qualifi' DuPont "Butacite" PVB interlayer, Duxaseai0 acid Sa fi $pacere • • : • insulating glass spacer, prepared by Certified Test .Laboratories_ Tht Report No. :....: C'ILA-3056 `.VA, dated 03/03/15. signed and sealed by Ramesh C. Pate r• • ?. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-44 2) Large i-Afissile L-npact 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, DuraseaM) and Super Spacerr, insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. C=Ek-3'056 vr'B, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: l ) Uniform Static Air Pressure Test Loading per FBC TAS 202-94 2) Large Missile Impact Test per. --BC,. TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 20.3-94 along with rriarke-d-up .drawings and installation diagram of a.series 238 alwninum fixed window, to quality DuPont "Butacite" PVB interlayer, Durasealt .and Super Spacer(T insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC,. dated 04/ 16115., 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 20.2-94 4. Forced Entry Test, per FBC 2-41132.1, TAS 202-94 along with marked -up dra,vamgs .and installation diagram of aluunim:m casement, project -out and faxed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. H:TL-0080-0301-07 and. HiTL-00804905-0-7, dated 08/04/08. all signed and sealed by Vinu.J._ Abraham, P.E. (SubmL tee' un-der N0.4 A'& 0& j0I0.03) Cj 1Vlanuel Pe z, . E. Product Con-troi er NOA No. 17-0 .06 Expiration Date: October 31, 2023 Approval Date: January 19, .2018 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTMAD) 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. HET1-08-2143, BETI-08-21 44, HETI-07-4298 and HETI 07-428 7, dated D5/27/08 and 07/17/08, all signed. and sealed by Candido F. Font, P.E. ; � - • • • • •; • (Submitted under VOA No. 08-1010.03) • • 6000 • • • ...... .... ...... 5. Test reports on.- 1) Air Infiltration Test, per SFBC PA 202-94...;.. . 2) L-nil'torm- Static Air Pressure T est, Loading pear fiS(' TAS 202-94 : •"': 3) jNTater Resistance Test, per FBC, TAS 202-94 ' • • •; • • 4) Forced Entry Test, per FBC 2411.3.2.11 T�*Y.. oojQ!-94 •'0: .....0 along with marked -up drawings and installation diagram aL dvminum .casement, . • project -out and fixed windows, prepared by Fenestration "kesi'.n_; Lalxratery, Irweub•:• Test Reports No. FTL-1055 and FTL-1019, dated 10/18/94, signed and sealed...; Yamil Kuri, F.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 1Vo. 96-0-717.,04 and 99-0329.02) C. CALCULATIONS 1. Anchor verification calculations and structural- analysis, complying with FBC 5" Edition (2314), dated. 09/03/ 14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under 1VOA No. 14-0915.08) 2. Glazing complies with ASTM E-1300-09- D. QUALITY ASSLMANCE 1. Miami -'Dade Department of Regulatory and Economic Resources (.PER). Manuel'MrPi9p. Product (_'ou_tr-ot 4ainin. r NOA No. 17- - .06 Expiration Date: October 31, Z023 Approval Date: Jan cars IS, 1018 E-2 CGI Windows and Doors, Inc. NOTICE Or ACCEP T ANCE: 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 061225/1-5, expiring on 07/04/ 18. 2. Notice of Acceptance No. 14-0423..15 issued to Eastman Chemical Company (MI -A) for their "Saflex CP — Saflex and Saflex IMP Composite Glass Interlay :r s Via PET Core" dated 06/19/ 14, expiring on 12/ 11 /18. • • • • • • • • • • • 3. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ame!ica Inc. V?ff Bair '. ***ewe .••• **ease "Butacite® PVB Glass.Interlayer" dated 04/25/15, expiring gA1�11/16. . . 4. Notice of,-kcceptance No. 14-0423.17 issued to Eastman Chemiial Con!ppa (MA; • for their "Sailex Clear and Coior Glass- I,-;;-terlayers" dated 06yf 9�14, expirft on • •; • •. 05/21/16. •e••• seas.. F. STATEMENTS, • • • • • • sass.. 1. Statement letter of conformance, complying with FBC 511 Ed*ioa'(•2014T and of no;.., financial interest, dated 09/03/114, issued by A'-Parooq Coiporatiory signer} Via. sealed • by Javad Ahmad, P.E. (Submitted under N04 Xo.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. HTL-0080-0301-07 and --HTL-0080-0905-07, issued by l4urrcane Test Laboratory, inc., dated 08/08/08, 11 signed and sealed by Vinu J. Abraham, P.E. (Submitted under X0A ' o.08-1010..03) 4. Test Proposal for the quaHcation of Butacite®P VB glass interlayer by Kuraray America, Inc., as well as Dura: eal® 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., Super- isor, Product Control Section. G- OTHERS 1. Notice of Acceptance No.. 14-0915_9$; issued to CGI Windows & Doors for their Series "2.38" Aluminum Project -Out Window - L.M.T. approved on 02/05/15 and expiring on 10/31/18. Manuel Per -, E. Product Control Exa.._3�er NOA No. 17-0918.06 Expiration Date. October 31,.2023 Approval Date. January 18,2038 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE-: EVIDENCE SUBMITTED 2. NEE EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing. No. W99A4, titled "Series-2' 8 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 01.105118, prepared by Al-Faxooq Corporation, signed and sealed by Javad Ah-uad, P.E. B. TESTS �...:. 1. None. •••••• C. CALCULATIONS ..•:.. 1. Anchor verification calculations and structural analysis, c4Wytng v,ic4 FCC 0- Ed tion (2017), dated January 8, 201.8, prepared by Al-Faroo Corpor tit; � sign�M--. and sealed by Javad Ahmad, P.E. ..... . .. s„*:* 2. Glazing complies with ASTM E1330=09/12ae too*** • .. . . . . ...... D. QUALITY ASSURANCE .. ...... . i-DadDepartment ofRegaory and, Eccn1Miami om c i esources (1ER}.•..'.' E. IVIATERLAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlasOO (Clear and 'White) Glass Interlayers" dated 12/28/17, expiring on 07, 04/23. 2. Notre of Acceptance No. 17-0712.03 issued to Eastman Chern:--cal. Company (MA) for their "S-aBex CP — Sailex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12111/18. 3. Notice of Acceptance No. 16-1117.01 issued to Kuraray Ammer€ca, Inc. for their "Trosifol-0 Lltraclea r, Clear and Color PVB Interlayers" dated 01../19:'17, expiring on 07/08/19. 4. Notice of Acceptance No. 17-0712:05 issued to Eastman Chemical Comp:a-=y- (MA) for their "Sallex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STA T ENIENTS I C3tatementl, arooq„ orPoraxion `sagne and_sealed by a a ,ti., : G. OTHERS Notice ofAeeeptarlce No. 1�-0512.21. issued to CGl Iry indows and Doors, inc. for their Serves --238" Aluminum Project Out Window - 3 iI. approved on 09/17/15 and expiring on 10/31/18. Tyra-nuel Per )P.E- Control E iner NOA No. 1709-18.06 Expiration Date: October 31.,..2023 Approval -Date: January 1.8, 2018 E-4 0 WINDOW SCHEDULE GLASS EFFECTIVE CALC. WIND PRODUCT WATER NOTICE OF MARK DESCRIPTION THICKNESS/ TINT FRAME PANEL WIDTH X MANUF. / AREA ZONE GCp GC (+) PRESSURE PRESSURE INFILTRATION APPROVAL NO. TYPE COLOR STYLE HEIGHT MODEL # (SQ.FT.) GCp(-) REQUIREMENT CAPACITY REQUIREMENT N.O.A.) (P.S.F.) (P.S.F.) ALUMINUM HORIZONTAL ROLLER 3/4 LIG CLEAR XOX CGI WINDOWS & +0.99 +39.5 +65 W1 WINDOW - IMPACT RESISTANT (TYPE "Al") (LoE 366) WHITE 1/4-1/2-1/4 111" x 63" DOORS "120" 12.1 INT (4) -1.09 -42.9 -65 YES 17-0918.09 O ALUMINUM HORIZONTAL ROLLER 3/4 LIG CLEAR WHITE XOX 111" x 50 S' CGI WINDOWS & 9.6 END +1.00 +40.0 +65 YES 17-0918.09 WINDOW - IMPACT RESISTANT (TYPE "Al") (LoE 366) 1/4-1/2-1/4 DOORS "120" (5) -1.40 -53.7 -65 O ALUMINUM CASEMENT WINDOW - 3/4" LIG CLEAR WHITE X 37" x 38 CGI WINDOWS & 9.8 INT +1.00 +40.0 +98.5 YES 17-0918.11 IMPACT RESISTANT (TYPE "2A") (LoE 366) DOORS "238" (4) _1.10 -43.4 -98.5 W4 ALUMINUM SINGLE HUNG 3/4 LIG "Al") CLEAR* WHITE O 19 g' x 38 CGI WINDOWS & "110" 2 5 INT (4) +1.00 +40.0 +75 YES 17-1018.08 WINDOW - IMPACT RESISTANT (TYPE (LoE 366) X DOORS -1.10 43.4 75 WS ALUMINUM HORIZONTAL ROLLER 5/16 LAMI CLEAR WHITE OX 37" x 38 CGI WINDOWS & 4.9 INT +1.00 +40.0 +65 YES 17-0918.09 WINDOW - IMPACT RESISTANT (TYPE "A") (LoE 366) DOORS "120" (4) -1.10 -43.4 -65 ® ALUMINUM HORIZONTAL ROLLER 5/16 LAMI CLEAR WHITE OX 37" x 38 CGI WINDOWS & 4 g INT +1.00 +40.0 +65 YES 17-0918.09 WINDOW - IMPACT RESISTANT (TYPE "A") (LoE 366) DOORS "120" (4) -1.10 -43.4 -65 O ALUMINUM HORIZONTAL ROLLER 5/16 LAMI CLEAR WHITE OX 37" x 38 CGI WINDOWS & 4.9 END +1.00 +40.0 +65 YES 17-0918.09 WINDOW - IMPACT RESISTANT (TYPE "A") (LoE 366) DOORS "120" (5) -1.40 -53.7 -65 W8 ALUMINUM HORIZONTAL ROLLER 5/16 LAMI CLEAR WHITE OX 37" x 38 CGI WINDOWS & 4 g END +1.00 +40.0 +65 YES 17-0918.09 WINDOW - IMPACT RESISTANT (TYPE "A") (LoE 366) DOORS "120" (5) -1.40 -53.7 -65 ® ALUMINUM HORIZONTAL ROLLER 5/16 LAMI CLEAR WHITE XO 74" x 38 CGI WINDOWS & 9.8 INT +1.00 +40.0 +65 YES 17-0918.09 WINDOW - IMPACT RESISTANT (TYPE "A") (LoE 366) DOORS "120" (4) -1.10 -43.4 -65 ALUMINUM HORIZONTAL ROLLER 5/16 LAMI CLEAR CGI WINDOWS & +0.96 +38.8 +60,2 10 WINDOW - IMPACT RESISTANT (TYPE "A") (LoE 366) WHITE XO 74" x 63" DOORS "120" 16 2 INT (4) 1.06 -42.2 -60.2 YES 17-0918.09 ALUMINUM FIXED WINDOW - IMPACT 7/16 LAMI CLEAR CGI WINDOWS & +0.91 +37.1 +46.5 11 RESISTANT (TYPE "C") (LoE 366) WHITE O 74" x 63" DOORS "130" 32 .4 INT (4) _1 01 -40.5 -46.5 YES 17-0918.07 ALUMINUM HORIZONTAL ROLLER 5/16 LAMI CLEAR CGI WINDOWS & +0.96 +38.8 +60.2 Q WINDOW - IMPACT RESISTANT (TYPE "A") (LoE 366) WHITE OX 74" x 63" DOORS "120" 16.2 END 5) ( -1.33 -51.2 -60.2 YES 17-0918.09 ALUMINUM FIXED WINDOW - IMPACT 7/16 LAMI CLEAR CGI WINDOWS & +0.96 +38.8 +80 13 RESISTANT (TYPE "C") (LoE 366) WHITE O 37" x 63" DOORS "130" 16.2 END (5) _1 33 -51.2 -80 YES 17-0918.07 14 ALUMINUM CASEMENT PROJECTED 5/16 LAMI CLEAR WHITE X 37" x 38 CGI WINDOWS & g g +1.00 +40.0 +98.5 YES 17-0918.06 WINDOW - IMPACT RESISTANT (TYPE "21) (LoE 366) DOORS "238" INT (4) -1.10 -43.4 -98.5 15 ALUMINUM HORIZONTAL ROLLER 5/16 LAMI CLEAR WHITE XO 37" x 50 e" CGI WINDOWS & 6.4 +1.00 +40.0 +65 YES 17-0918.09 WINDOW - IMPACT RESISTANT (TYPE "A") (LoE 366) DOORS "120" INT (4) -1.10 -43.4 1 -65 16 ALUMINUM HORIZONTAL ROLLER 5/16 LAM[ CLEAR WHITE OX s 37" x 50 e' CGI WINDOWS & 6 +1.00 +40.0 +65 YES 17-0918.09 WINDOW - IMPACT RESISTANT (TYPE "A") (LoE 366) DOORS "120" '4 END (5) -1.40 -53.7 -65 ALUMINUM HORIZONTAL ROLLER 5/16 LAMI CLEAR WHITE XO 74" x 50 e" CGI WINDOWS & 12 g +0.98 +39.4 +60.2 YES 17-0918.09 WINDOW - IMPACT RESISTANT (TYPE "A") (LoE 366) DOORS "120" INT (4) -1.08 42.8 60.2 ALUMINUM FIXED WINDOW - IMPACT 1" LIG CLEAR CGI WINDOWS & +0.96 +38.8 +80 18 RESISTANT (TYPE "Cl") (LoE 366) WHITE O 37" x 63" DOORS "130" 16.2 INT (4) -1.06 -42.2 -80 YES 17-0918.07 19 ALUMINUM CASEMENT WINDOW - 3/4" LIG CLEAR WHITE X 37" x 38 a CGI WINDOWS & 9 8 +1.00 +40.0 +98.5 YES 17-0918.11 IMPACT RESISTANT (TYPE "2A") (LoE 366) DOORS "238" END (5) -1.40 -53.7 _98.5 ALUMINUM HORIZONTAL ROLLER 3/4 LIG CLEAR WHITE XOX 111" x 38 `g„ CGI WINDOWS & 7 3 +1.00 +40.0 +65 YES 17-0918.09 WINDOW - IMPACT RESISTANT (TYPE "All') ME 366) 1/4-1/2-1/4 DOORS "120" END (5) -1.40 -53.7 -65 ALUMINUM HORIZONTAL ROLLER 3/4 LIG CLEAR WHITE XO 74" x 38 e' CGI WINDOWS & 9.8 +1.00 +40.0 +65 YES WINDOW - IMPACT RESISTANT (TYPE "Al") (LoE 366) DOORS "120" INT (4) _1 10 -43.4 -65 17-0918.09 WA ALUMINUM FIXED WINDOW - IMPACT 1" LIG "Gill CLEAR WHITE O 37" x 50 CGI WINDOWS & "130" 12.8 END (5) +0.98 +39.4 +80 YES 17-0918.07 RESISTANT (TYPE (LoE 366) DOORS -1.36 -52.4 -80 *WITH WHITE INTERLAYER b a b a 0ID 01 ® ® p �' W3 W4 W5 W6 W7 W8 Wg W2 W1 W10 W11 a LJ F,, a E10 W14 W19 W20 W21 W15 W16 W17 N/A W12 W13 W18 WINDOW ELEVATION SCALE: 1/8" = V-0" SCOPE OF WORK: WINDOW REPLACEMENT CONSISTING OF: • 22 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS WINDOWS GENERAL NOTES: 1. INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 6TH EDITION (2017) AND THE ASCE 7-10 WIND CODE, • 2. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL DIMENMOIOS •• PRIOR TO INSTALLATION. • 3. WINDOW FRAMES / MULLIONS ANCHORAGE TO MAIN STRUCTURE ST AL%M IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE 00tr&t TO PRODUCT CONTROLS. • • • • 4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL N.O.A. DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT. ,\"gTJAgR OPENINGS ARE NOT PART OF THIS PERMIT. 000000 5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE �I.E. BEAMS, COLUMNS, FRAMING, ETC.) SHALL BE DESIGNED BY OTHERS TO 1A/ITHSTA61D THE LOADS POSED BY THE GLAZING. NO CALCULATIONS 14AVE BEIN PERFORMED TO VERIFY THEIR ADEQUACY. • • 6. FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20". THE M" CLB►1R HEIGHT REQUIRED IS: 24", AND A MIN CLEAR OPENING OF 5.7 SQ. FT. (5.0 SQ. FT FOR GROUND FLOOR) SILL HEIGHT NOT TO EXCEED 44" ABOVE FINISHED FLOOR. WIND LOAD CALCULATIONS I CODE: ASCE 7-10 "COMPONENTS AND CLADDING" METHOD 2 WIND VELOCITY (V)= 175 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = II BUILDING CLASSIFICATION = ENCLOSED WIND DIRECTIONALITY FACTOR (Kd) = 0.85 HEIGHT OF HILL OR ENTRAPMENT (H) = N/A TOPOGRAPHIC FACTOR (Kzt) = 1.00 MEAN ROOF HEIGHT (h) = 15 FT VELOCITY PRESSURE EXPOSURE COEFFICIENT (Kh) = 0.85 PRODUCT OF INTERNAL PRESSURE COEFFICIENT AND GUST EFFECT FACTOR (GCpi) ± 0.18 PRODUCT OF EXTERNAL PRESSURE COEFFICIENT AND GUST EFFECT FACTOR (GCp) (NOTE 1) BUILDING "W' AT NARROWEST DIMENSION = 55'4" CORNER DISTANCE FOR ZONE 5 (a) (MIN. OF 10% OF THE NARROWEST DIM. OR 0.4x(h) BUT NOT LESS THAN 4% OF THE NARROWEST DIM. OR 3 FT.) 0.1 X 55'-0" = 5' 6" 0.4 X 15'-0" = 60" 0.04 X 55'-0" = 2' 3" a =5'6" VELOCITY PRESSURE EVALUATED AT HEIGHT z=h (qh) qh = .00256 (Kh) (Kzt) (Kd) (VA2) qh = .00256 (0.85) (1) (0.85) (175A2) qh = 56.51 PSF DESIGN WIND PRESSURE (p) (LOW RISE BUILDING AND BUILDING LESS THAN 60FT) p = (0.6)gh[(GCp) - (GCpi)) (PRESSURE) p = (0.6) 56.51 [GCp(+) - (-0.18)] (SUCTION) p = (0.6) 56.51 [GCp(-) - (+0.18)] NOTE: NOTE: 1. GCp SHALL BE SELECTED FROM FIGURE 6-1 la BASED ON EFFECTIVE WIND AREA AND ZONE. SEE WINDOW / DOOR SCHEDULE. 2. EFFECTIVE WIND AREA SHALL BE THE OPENING BETWEEN STRUCTURAL BREAKS BEING CONSIDERED. STRUCTURAL MULLIONS NOT PART OF THE TESTED COMPONENT ARE A STRUCTURAL BREAK. 3. EFFECTIVE WIND AREA IS DEFINED AS THE HEIGHT MULTIPLIED BY THE WIDTH THAT NEED NOT BE LESS THAN ONE THIRD THE HEIGHT, 4. GARAGE DOOR EFFECTIVE WIND AREA SHALL BE (SPANA2)/3. e •EipQineer: ° o,_ • •e•• • • • • •S• L A R. F. Z • ••E♦NGII�F•€� • • e •12020 SW J0JtLC•t • Miami, FL 33156 •786-547-9401 CRJ9429 i•••e •••••• Z W ap M U M Q J J j u' 0- 0 U U W Q z o 00 (1� O � co Z_ 111111III11. i i STATE OF FLORIOP°�•�D�� ONAL Eduardo A. Suarez P.E License No. 64759 Date: - . 10-16-18 Project Designer: EAS Project Mgr: PRESS Submittal: PERMIT SET Drawing Title GENERAL NOTES, CALCULATIONS AND SCHEDULES Sheet: 1 of 2 NOT PART OF PERMIT GARAGE WDI N FLOOR PLAN SCALE: 1/8" = 1'-0" NOT PART, OF PERMIT 'f` KITCHEN BATH BEDROOM W EXIST. STEEL COLUMN EXIST. STEEL W10 W11 W12 COLUMN W13 W14 FAMILY ROOM BATH VPE qe Y)' DATE _ ZONING _ BLDG SUBJECT O E Vvl FN ALL FEUERAL STATE Ar , ! �,PJ'_' PEUULATIONS 10Z LIVING ROOM BEDROOM FOYER I W1 NOT PART COVERED OF PERMIT WA ENTRY — — —PORCH EXIST. STEEL COLUMN U) BEDROOM � W17 O W RECENED OCT 2 5 2018 I BEDROOM 0) co EGRESS EGRESS w W19 W21 W20 EXIST. STEEL COLUMN w a 0 z O a U w 0 z 0 N W W d' 01• �a••• S•L A R.& Z � ••6NG11�� • • 2020 Sly 40 hbQj • Miami, FL 33158+ �86-547-9401 CRV429 FIL W 00 M W �' cc i U U) J J ti LL a F— rn vi v Q Z p Y L� O c 00 n p E 0 cv Z_ OERro .01: a a ' .64759 _ Al STATE OF 0t1ORI0`.• �R"Z 1111111\��` Eduardo A. Suarez P.E. License No. 64759 Date: 10-16-18 Project Designer: EAS Project Mgr: PRESS Submittal: PERMIT SET Drawing Title: FLOOR PLAN Sheet: 2of2 is r 5 1/2" MAX. HEAD/SILL CORNERS ir- a J M JC v M p D1 J g r a c� w s Y U — m lbw �> In') r M W J LANCE ADAPTOR FRAM ;SERIES SENTIN9C 17 ALU IN M SINGLE HUNG 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 S.H./S.H. OR SINGLE HUNG 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' THIE 2 -14 (5TH EDfflt)N)/2017 (6TF1 EDITION) FLORIDA BUIEDING.CODE INCLUDING�UL VELOCTI 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 2014/2017 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 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. 52 1/8- BUCK WIDTH 47 7/16" D.L.O. (FIX. LITE) 20 9/16" MAX. HEAD/SILL Al 6 — ---it--�� II it II II II II II II II / II —�I-- -----ti B II II I! II 6 II II II II j/ II II II it II II II II C1 !I II 6 it l 52 1/8" BUCK WIDTH 47 7/16' FALSE MUNTINS D.L.O. (FIX. LITE) (SURFACE APPLIED) 20 9 16" OPTIONAL 5 1/2" MAX. MAX. HEAD/SILL HEAD/SILL CORNERS 7 47 7/16" m D.L.O. (VENT) O 50 1 /4" U VENT WIDTH EQUAL LEG FRAME CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" e J M v M p D2 � 7 r o s 0 w In = Y V m M .. r M Z M O J > Q II II II €I II II II II B II I! 7 �I I II II II II II II II II C2 II II 7 it II I FALSE MUNTINS 47 7/16° (SURFACE APPLIED) D.L.O. VENT OPTIONAL (VENT) 50 1/4" VENT WIDTH FIN FRAME TYPICAL ELEVATION mW CVcr Q Z U m LAMINATED GLASS NS, LATING LAM. GLASS LARGE � MISSILE IMPACT SMALL ``MISSILE - IMPACT \`kjjl11111//�/ e i IN .70592 _ IIRODIJCF REV1VID as omi ATE OF Y 'Eira'� ",Z L%3S'L+i Nil iJ 'tea ee''. COR10P-.-" D�\ By 'llizunni at! Product £ ea // NAL ///lllltil� U M O I 0 Z J Oz M'4 W m Qa �cy � .j IN d N 0 O yM• h si Ogo"8 0 O•q N Q w aJu,.s�'i y.:* ..t owe! o�� Vi N to In _ M J 0 � L � z 0 0w m p 0 = cV o U7 Lil M M O z� Ld L0 V 0 0 N p �Ljc c� o Q L — v � ZU m i E N n V N y N 1x- 0 m O w i' a 0 a W M z n drawing no. W10-03 sheet 1 of ti E5I IA SF FLANGE DIMS. BUCK DIMS. 'A' Alt GLASS TYPES HEIGHT WIDTH HEIGHT _.(-f) 1NT:(w) EXT.(+) INT.(-) r26-1/2- 53-1/8" 26' 25-1/2' 36" 48" 52-1/8" 25" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 8D.0 85.0 75.0 75.0 80.0 85.0 9-' 26-1/2" 37" 49" 53-1/8" 18-1/8" 25-1/2' 36" 48" 52-1/8" 37-3/8" "75. �r 7= 8D.0 80.0 85.0 85.0 75.0 75.0 38-3 8 _ 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85,0 75.0 75.0 80.0 85.0 19-1/8" 26-1 /2" 37" 49" 53-1/8' 50-5/8" 18-1/8" 25-1 /2" 36" 48" 52-1/8" 49-5/8" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2" 37" 49' 53-1/8" 63" 18-1/8" 25-1/2" 36" 48" 52-1/8" 62" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 95.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2" 37" 49' 53-1/8" 76" 18-1/8" 25-1/2" 36" 48" 52-1/8" 75' 75.0 75.0 80.0 65.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 28-1/2" 37" 46-1/2" 85' 18-1/8" 25-1/2' 36" 45-1/2" 84" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 a 21 - n4 . ••• �+.is_` h Fl �^k 1. ;CD T � , ra � by s EGIUAL ELITES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. MAX -TOP LITE GLASS TYPES 'A'&'Al' GLASS TYPES 'B'&'Bl' WIDTH HEIGHT WIDTH HEIGHT 'A' DIM. EXT.(+) INT.(-) EXT.(+) 1NT.(-) 53-1/8" 76' 52-1/8' 75" 36-1/4" 75.0 75.0 80.0 85.0 49" 79" 48" 78" 39-1/4" 75.0 75.0 80.0 85.0 26-1/2" 31" 33" 37" 43" 85" 25-1/2" 30" 32" 36" 42" 84' 70-5/8' 75.0 75.0 80.0 85.0 63-5/B" 75.0 75.0 80.0 85.0 60" 75.0 75.0 80.0 1 85.0 53-1/2" 75.0 75.0 80.0 1 85.0 45-1/4" 75.0 75.0 80.0 85.0 BUCK DIMS EQUAL LEG FRAM E BUCK DIMS FIN FRAME BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS UNEQUAL LITES (ORIEL TYPE) Acce�ptmc, ri, 0107E f is 't%Ct2twyn ;date lz JZ �Ld �> LL y�Vn M o 1 O Z % Z M a CL Q N CL a a o O W N ` U N Apr • OVHtZ• • • cr$•C • O Q° 0. ems{ L :.o • C3 f0 • Z "Q w I F uj N CD LO h � I r) 3 � o O L v 0 O w 0 LLJ th w p N �') rn z D L0 Lu �z� tO V) �y p . M to O v Lu A. � /ice I 11 0.7 5912 p TATE OF •��® drawing no • c®R11��.a• off, W10-03 ��lP1111►�\� sheet 2 of 9 L 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.' OR .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" 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.' Lu 1/8HEAT STREN'D GLASS m 5 V) SILICONE GE 1200 N � / M1 i1j-x1"-DOW DOW CORNING 899 CORNING 995 a 1 / 0 � EB / AT 1/4 POINTS ON LITES W M4 WIDER THAN 36" GLASS TYPE 'A' GLASS TYPE V 5/16" OVERALL LAM. GLASS 5/16" OVERALL LAM. GLASS (L.M.I & S.M.I.) M1 DOW, CORNwG` 899 .` I �I , DOW "CORNING. 995 a :XL. I=DGE SPACE w ' i Ili ST STEEL BY C D1NAL': .� ` z p Y' a DURASEAL`BY QUANEX'. E9 OR SUPER QUANEX' �# W SPACER BY 1/4. POINTS ALL. SIZES . GLASS TYPE 'Al' - (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' & '61' MUST BE TEMPERED. 1/4" AIR SPACE HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Soflex 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" 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 TV Y) 0.70" OVERALL INSUL. LAM. GLASS ?RODUC£ RE4rESFD as ccr� plying 'witlithe Fbdb Building CO& OMAX cccpt�zc o Kxlpirataon 1-)ate ?v lz3 1 '1r Product. Co �UV) M O I O / Z is 0 � 0)z¢ N a� �N O0�V 0 U L v a�Lu It Q 1= • u. O Nh.. .• •.•••• /0/y 1K z L N 00000 •LL E ti •••••• • • • • • • J C'f c•00 Q W 042 F • vj \ • • • • • N 10 10 • • 0 — v fa U C Lr) 0 � 0 L v O 0 N� io r7 J w p % M Lo C w 0o N p v V)Lu N c Raj, C¢ m o 0 ``t�1411PPf!/�/ A�4 �tGEN.S®'ice N n `t 0. T - 592 =_ e a a a m V V -o L L u drawing no. sheet 3 of 9 io WOOD BUCKn TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS \\—SEE ELEV. FOR SPACING r V) METAL STRUCTURE EDGE TYPICAL ANCHORS x U m U �� SEE ELEV. _ _________________�� FOR SPACING o X j l MIAMI—DADE COUNTY APPROVED p tin % E I MULLION & MULLION ANCHORS 1 3 0 �' I DIST. � i SEE SEPARATE NOA C-4 I I EDGE DIST. I II L — —--------J X �VI TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING - 2 3/8' MIN. 2 3/8" MIN. 71 04 \\\ WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. 0 U M 0 I 0 OC-3 (4 z N a W W I cq �a �Lo o O WN4M U CL N O t•N.l,1 • •••••• O jEem C IL c.a .... O A � vQ .... 0'V&S•N ••:••: Q �Wr i•lk •• •• 34DON,1 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. •04 OTIff M ORS: L i i) ES • FU 177 K Fy= 5 KSI 2 Ml F?E ETRA I NTO 00 HEA I L ,JYAMIS) 4 N. EBEDMBED I TO ONGRETE EAD SILL JAMBS .» •,. L DIRECTILY1 If4TO CONCRETEYOR B OGKS, i—�'MI :. EWSED: 1�1T000 R R D/SIL'LYJAMBS ,.. y v . •. INTO METAL'.STRUCTURtS {HEAD/SILL JAM85)4y"r'�. (3) THREADS �I PENETRATIO14 BEIYOND;"*SUBSTF�ATE ALUMINUtu1/8,C ,MIN ,A(60637��j) F ' m .. STEEL 1 f8 THK iMIN {Fy°'= 36 �KS1�MIN) =� (STEEL IN CWITFj IiLUMIN M TOBEPfATED ORI PAINTED) ' TYPICAL _EDGE DIC'+A E - • ..i 'tN il4.fY.Rr � tom,,. '' 4 �• �. ::,» � v yyv��b bd.; f i � INTO CONCffT AND MASONRY 2 M N `# r _ r INTO .WOOD STRUCTURE INTO METAL. STRUCTURE . ft.34"M N", t`t •• C3 0 Z "i w � � Q uj N v m N fA o L v (!7 Q L -o N a c �L�10 w N �; p M z Z� cLd (nn O o V)LJ Og Q Fr U r w r rw 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. PR0DtjCT PEVISF i s Conlolri lg with, the Fimida 8u;Idi Cod, 6 d v Q Lcc�F4aaaVaPao % '/0iPi.�® ' da d d a. !`:':n1d1i.1;5ia I3�A4e • fvf.V ` a � I o.70592 e 4 d• t f a . e I TYPICAL ANCHORS s'. X� $ a SEE ELEV. o� TATE OF I Ilz r FOR SPACINGLORhOF°.•��D�� ( sheet 4 of 91 TYPICAL ANCH " SEE E FOR SPA, METAL STRUCTURE TYPICAL ANCh SEE E FOR SPA 1 BY WOOD BUCKS 1/4" MAX. Rt,rk w,nru 1/4" LW. MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH BUCK WIDTH iF'T 1 f&� G ALIAP011 A 'PICAL ANCHORS _E ELEV. )R SPACING 1BY WOOD BUCKS SAL ANCHORS ELEV. SPACING FLANGE ADAPTOR FRAME r, U O I 0 0 z co N O 0 O O 0 • •••••• a a " pO • •••••• 0 ail j � •••• '0 •••••• Q w•7 jf♦� • •NSA ...... a z m l- F Uj N — (O � I J U M d� r? L M Uri = O �1 p wLL V) � uj p N M z -O n w z� i V) !O V) 0 uj W U 0 F INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. !S Gf7ilEj'S'ay!Ff$ with tht F44" aui:di -c{3t% \yyy14ICP1l!/ *;piratian ate �^ ade 1're-MMAICIE• NIO. %059z s_ TATE OF �ORyOAL �;.••°�0�� 1�lalololol o r N O N N O O U t drawing no. W10-03 sheet 5 of 9 lk LEV TYPICAL ANCHORS METAL SEEESTRUCTURE EQUAL LEG FRAMy.V 1 BY FOR SPACING w o OOD BUCK .• TYPICAL ANCHORS t'--------------------� o_ SEE ELEV. m 1 r------- __ ___------� ao 3 ° a a a . Q, • n a EDGE,. DIST. ' FOR SPACING o coc I I MIAMI-DADE COUNTY APPROVE I Z 4 a EDGE I I MULLION U LSEPARATE ION ANCHO i O F- Q d e GE DIST. p I T. t I W N 1 a. :....::• \ m II EDGE DIST. �I Q a ', ,. 00", 0 OV ��------- 1 --- ---- J ► a W �.c. Al M3 E1 X t'.3••' Ea F: I TYPICAL ANCHORS TYPICAL ANCHORS • Cym e �I !I M2 SEE ELEV. SEE ELEV. ::**go O G p C Ij I' FOR SPACING FOR SPACING • • • • O a S5 • • !i !� TYPICAL ANCHORS MIAMI-DADE COUNTY • • • • Z N 1, I. SEE ELEV. FOR SPACING APPROVED MULLION • • ; • • ; Q W'� �' •� MULLION a III M9 SEE SEPARATE NOA� goose: C7 o !I !I i/4" BUCK WIDTH BUCK WIDTH BUCK WIDTH • • ; Q W M t SHIMS • s :I v.� E _�- 1 N rn i i 1 \ Ij Ij SWEEP LOCK I 1 g E it i 1 OPTIONAL TO _ _ _ I I _ � U01 ES EGRESS LOCK a __ _ _ _ — _ I I Ln AT SILL — - — Bt to I I L v ° I I 0 X B E5 M3� _�__ --- = w I I -v N R'i E4 w o p L Sol __j Q 0 x w - -- o p N o r" rn U a N E3 E8 #14 Xi" FH. SMS. z 0 M II II z Z l-�� N p o II II c=a C' p Q J wUj x ''� U r F EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY o INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. M o jj II 1 U p z ilil og N=N 2 ~ o w O N ii jl 2 3/8" MIN. u W W S4 = 1 ° 46 n' v=> z n M23 a d a. 4 U)i iri MIN. o v7 n I 2 3 8" o a ° 0 / 4 _ TYPICAL ANCHORS o SEE ELEV. 4�C3L G: REi�q CD FOR SPACING o 0 0 0 0 Q Q U O Oc6irf-Aying witix ! i # 4 11111 E2 Expiration !Ate — — — Builein ode `5 )Ltde Product uubi 3— *M3 WHEN USED THE MIN. WOOD BUCK No. �692 v DEPTH SHALL BE 2%". THE USE OF - L n EDGE DIS9 `r D DEEPER OR BEVELED WOODBUCKS IS •• •` �e U SEE drawing PERMITTED. e STATE OF drawing no. 1 BYJ FOR SPACING qORiO� �� . w1 0-03 WOOD BUCK/�� ®®N\`�� 111111 1 k t %1\\ sheet 6 of 9 • • goes: s •G•• g s sees Geese • s e Goose s .gee• e ILLUSTRATIVE OTLS. ONLY EXT. OR INT. FINISHES NOT BY C HOUSE WRAP NOT BY CGI A2 , EB d IL 0 HOUSE WRAP NOT BY CGI J z 0 d 0 N Z w W Of 0 U) TYPICAL ANCHORS -SEE ELEV. FOR SPACING BACKBED CAULKING SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL WOOD STRUCTURE 1/4" M NOT BY CGI GAP z � 1/2" MIN. w U m TYPICAL ANCHORS: SEE ELEV. FOR SPACING 8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1 /2" MIN. PENETRATION INTO WOOD 1.111,161.9 FIN FRAME U M O u " c� Ld x H _ I� j N I —� li I II -------------- C ............. --------------------- Ell HOUSE WRAP E6 NOT BY CGI E3 Es EXTERIOR D.L. OPG. -7-114 BACKBEO as cc nit1:Yl�ss CAULKING i, ildiug o&l _( �;i:mtiai� f3aYe Q'r,'......:' �S 04 C � TYPICAL ANCHORS SEE ELEV. FOR SPACING o_ Z Z C.)9 N Q N 0 o o •i N IL j WW xQ I•0~ •'� .. 0 p•3•00 •MIX •••••• O .... a � . •••• m Z09 N •••• • • Rit:o LLI Qylm; • ...•. . — ..... • uj N O0 I _i v U M C o � 1 /4" MAX. GAP Ca LLJ w 1/2" MIN. a V) p O =N 0 to to W N pry � M M Z 0 0 Z Lnn p o V) �_ v Q w C CAULKING w U—fir ``Y11191➢IB!!// � i No. i 92 I N o N � P N 0 • s TATEOF � N 'p U drawing no. 4ORb �a W1 0-03 sheet 7 of 9 a ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CGI-100 1 FRAME HEAD 6063—T6 — E2 CGI-101 1 FRAME SILL 6063—T6 — E3 CGI-102 2 FRAME JAMB 6063—TB — E4 CGI-103 1 MEETING RAIL 6063—T6 — E5 CGI-104 1 LOCK RAIL 6063—TB — E6 CGI-105 1 HANDLE RAIL 6063—T6 — E7 CGI-106 2 SASH RAIL 6063—T6 — E8 CGI-107 AS READ. 5/16" GLAZING BEAD 6063—T5 — E9 CGI-108 AS READ. 0.700" GLAZING BEAD 6063—T5 — E10 CGI-109 AS REQD. FRONT FLANGE ADAPTOR 6063—T6 — Ell CGI-110 AS REQD. NAIL FIN ADAPTOR 6063—T5 — • E12 CGI-135 1 FLANGE FRAME HEAD 6063—T6 — •••• E13 CGI-136 2 FLANGE FRAME JAMB 6063—T6 — •••• E14 CGI-137 1 FLANGE FRAME SILL 6063—T6 — • E17 CGI-605 OPTIONAL SCREEN FRAME 6063—T5 — • M1 CGI-382V AS REQD. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC — • • M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. •• M3 CGI-112 AS REQD. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC — M4 — 2/ LITE SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE — BSI OR EQUIV. M10 — 2/ WDW. BLOCK/TACKLE BALANCE — BSI OR EQUIV. M11 W2320ING AS REQD. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI-129 l/ WDW. EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2/ WDW. HANDLE RAIL END CAP NYLON M&M M14 E26018WN — D BULB—T SLOT PVC ULTRAFAB OR EQUIV. M15 CGI-133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M M16 CGI-130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M M17 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV, M18 CGI-132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. M20 CGI-125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M M21 — 2/ WDW. B/T BALANCE TAKE OUT CLIP — BSI OR EQUIV. M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUIV M23 CGI-134 — SILL SPACER PVC PROTOTYPE OR EQUIV. S2 — 2 OR 3/CORNER # 10 X 1 1/4- LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW — — S4 — 4/ WDW. # 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW — — S5 — 2/ WDW. # 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY — — S6 — 2/ LOCK # 6 X 1/2" LG. FH. SMS. ® CGI-133 & CAM LOCK — — is cezrrpiji.*tg Wfthtbb. 5uilding Codc xpir-Awn i1J3t£:. uca U C) O I O Z ti i 0 C zz F N QIL 2 0 0) 0 W N 00 Q: A•••E' V U) �i • a�E 0 IL 0A 6 m �.: az.gyp .1 N LL �o •py ti N r pU] U •f � � N O N = m O W O U d .c U O d P Q� D Z 73 2 O O N 0) 0) O ¢ m U o 1,11IIIIIII// ` ®'ice 1 u cws� o I 04 70592 _ CA' m W a 9 A,TE OF =�� drawing no. ®oadD�;..*�o.�� W1 0-03 ALsheet 8 of 9 2.505 2.505 1.745 811 11 .745 .065 1.245 �,P .745 .065 TYR 1.015 1.015 F - E12 FLANGE FRAME HEAD E1 FLUSH FRAME HEAD 3. E14 FLANGE FRAME SILL .500 1.301 ---I .065 TYP. 2.440 1.015 F� - .745 2.646 E13 FLANGE FRAME JAMB .490 -m 70�5 .050 TYP. -I .864 h E8 5/16" GLAZING BEAD j�-1.395 �) �.180 - .0501 .065�� M3 FLUSH FRAME COVER O FLUSH FRAME SILL 2. E3 FLUSH FRAME JAMB .120� .705 .050 TYP. �I .864 I E9 .700" GLAZING BEAD 1.449 .293 1.413 M19 SCREW COVER .811 1 1.550 .050 1.395 E11 NAIL FIN ADAPTEF --1 1.007 F- 1.680 .745 065 TYP. 2.113 1.368 75 R 1.015 F--1.220 - -1 E4 MEETING RAIL I- 1.220 ->i 1.043 1.788 065 Typ. TYP. 1.015 F�- E5 15 LOCK RAIL 1.892 1.043 Es HAND RAIL 1.395 .745 1.025 .065 "015 E7 SASH RAIL FRAME TOP CORNER 1-450� .180 550 .050 �__ 0 FLANGE ADAPTOR S2 1.X,,*y5Y2tt<4i4 �t� F. ��lll U 0 0 S2 0 Z M m 0 c) i z N F N a �O0C.)� J,. O �..-O Q I U a � O�nh v otia 2: Im Q 0 o �aa Q vi ccD e- •• .•.•. Q w ..•:• LL Zto" OX o ...•. �....' Q w��r • VENT TOP CORNER •.••.• • • . • Vj CIS• • . \ 0 • rn • ••••• co••••• • . m U I • • • • M 01 .. • 0 0 0 O 0 w p L Of U) 0CN S2 _ u~-1 J 3 cq w 0 V o .0 w O : w U o:2 W VENT BOTTOM CORNER U r� m C 41 0 O O x <, o w o ra W (f) u o c-) o i a=) tfi o v �n n O o N rn 0 0 0 0 %JOE �\ / N b N 4 70592 c°� y v u -0 '•/! S TEOF �� drawing no. /e1,1 1 1 1 I 00\\\ sheet 9 of 9 1 TYPICAL ELEVATION u Im FLANGE WIDTH MAX. HEAD/SILL 5" MAX. TYP. A - C MTG. ` STILE x I+ / ^ ii lY E I) IS F II II , r g II 6 II 6 w iv _ 0 0 w a' T raj ~ Ln a C)I1 If I i1 II I1 / Ln t, �----n----- — ----- II IE II N / FALSE MUNTINS (SURFACE APPLIED) 32 7/8" ADDL. ANCHOR REQD. 32 7/8" AT CENTER OF ALL PANELS OPTIONAL D.L. OPG. FIXED OR OPERABLE D.L. OPG. ABOVE 30" PANEL WIDTHS 36 3/8" AT HEAD/SILL VLN1 MUM tF ANC M�` APTd-R 7 110" BUCK WIDTH 5 1/2" 13 5/16" MAX. 5" MAX. MAX. HEAD/SILL TYP. HEAD/SILL -MTG. STILE E2 8 h a N = \ = M O J U)Z U-)in m > IQ i" i III/ FALSE MUNTINS (SURFACE APPLIED) 32 7/8" 32 7/8" OPTIONAL D.L. OPG. D.L. OPG. 36 3/8" VENT WIDTH FIN FRAME m �a1 I— S z = a U— w \= M N = 0 r ko in I U-) 110" BUCK WIDTH 5 1 /2" 5" MAX. TYP. MTG. STILE �� If II II E1 7 II 6 11 II F it 6 01/T a o J � it EI II f { B1 19 II II Ell FALSE MUNTINS {SURFACE APFU D} 32 7/8" j 32 7/8'° OPTIONAL O.L. OPG. D.L. OPG oe 36 3/8" VENT WIDTH EQUAL LEG FRAME E IES ENTINEL�12`C}� (ALUMINU HOR ONT L SG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS W BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 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 WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS ENCLUDING BUT NOT LIMITED TO STEEL/McfAL 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. 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. L) 0 I 0 m W r J \ate iZ °jn H a o 7A O pp0a�.v" IY Q I_ a HS y 0 Ytl � 'OCr Q>M aid• • • 6 0 ...... • • � W • e X m C • N • • • • • cri 9 Cl) 20 ••••• • •• •••••• ADOL AN R REQD. • • AT CENTER ALL PANELS c� 0 0 �J FIXED OR OPE ABOVE 30" PANEL DTHS O C) Ld AT HEAD/SILL �; F,;, C U—) � Ld-J Z � ^�� 0 f V-2 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 m Expiration Date 09/22/2020 VI f!7 U a C � M K N � By O Miami - a Product Control a I F � 00 U U O > Q W UL 2 Z ¢ 3 LAMINATED GLASS INSULATING LAM. GLASS I W d of vi LARGE MISSILE IMPACT o o SMALL MISSILE IMPACT 2 W W U �� ,• •� I ` �1GENSF i/ a ems' e o®° , EOF 9 IYAL /�/i�N\`\ (sheet 1-0 f 11 0 0 ES FLANGE DIMS. BUCK DIMS. VFD7 iiT(-;) _... H.D. MTG. RAIL TABM, 'B'&ti' GLASS TYPES V & 131, WIDTH HEIGHT WIDTH HEIGHT Vff + = EXT_(+) INT.(-) 26-1/2" 37" 53-1 /8" 74" 26" 25-1/2" M. 52-1 /8" 73" 25„ 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 55.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2" 53-1/8" Mae 25-1/2" 36" 52-1/8" 73" 37-3/8" 65.0 6.5.0 80.0 80.0 90.0 90.0 STQ•' s 6 65.0 65.0 80.0 90.0 65'.0 Bea 80.0 90.0 26-1 2" 3 53-1/8" sm 8" 25-1/2" 36" 52-1/8" 73" 49-5/8" 65.0 65.0 80.0 90.0 7W-0 65.0. ' 80.0 90.0 65.0 65.0 80.0 90.0 65: 65:0 8010 90.0 "26-1 25-1/2" 36" 52-1/8" 73" 1 62" 65.0 .65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 60.?r 80.0 80.0 90.0 90,0 TYP. BUCK DIMS FLANGE FRAME 'D. MTG, RAIL- DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) R FLANGE DIALS. BUCK DIMS. STD, XTG. RAIL H.D. MTG. RAIL H,D, MT . RAIL, GLASS TYPES A'&'Al', `B'&iti' ' GLASS TYPES `6' & G TYPES WIDTH HEIGHT DTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) .(+) INT.(-) 55-3/4" 8-15/16 83-1/2" 26" 54- 4" 7-15 82-1/2" 25" 4L 65.0 65.0 80.0 90,0 65.0 65.0 fi5.0 65.0 80.0 9 65.0 65.0 65.0 65.0 80.0 0.0 85.0 65.0 55-3/4" 8-15/16' 83-1 /2" 38-3/8" 54-3/4- 7-15/16 82-1 /2" 37- 8" 65.0 65.0 80.0,4 a 65.0 65.0 65.0 65.0 8 90.0 85.0 65.0 65.0 65.0 0.0 90.0 65.0 65.0 55-3/4" 8-15/16 83-1/2" 50-5/8" 54-3/4" 7-15/16 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" 8-15/16' 83-1/2" 63" 5413/4" 7-15/16" 82-1/2" 62" 65.0 65.0 80.0 90.0 65.0 65.0 - - - 65.0 65.0 - - { - 65.0 65.0 ij" TYP. BUCK DIMS I EQUAL LEG FRAME 1/3W)I (2/3W) Mi VENTS TO BE 1/3 OF THE 'XO OR OX' ns, PRODUCT REVISEDA7 , as complying with the Florida Building Code o I NOA-No. 17-0918.09 Z+ m M 3 Expiration Date 09/22/2020 z "�' ' a By W N Q -I Q Miami -Da roduct Control IL F w 0 .r.. N o 10 t:0,� µj lrii • • I Q A ... N .•sees .�► a sees•• sees Q W 5e4. � Ld M sees e7a� is%0 J 91) sees•• Q U6CIA " sees•• • • • vi • rn 1- wise• 0 e • • •� • u) �-n O W M 0 w Ln -a o x O = 04 o ^ N U-) Lo N to N 0 E7 J Z -0 3 IA W LL- - Q Q U Q LL, W W 0 W y O 4 N O O o o z z z FLANGE & FLANGE ADAPTOR FRAME .,EQUAL LEGFRAMEjjjo�2 PP-A L' S J1� � O LN = 1� No. 705 2 A NOTE: • � V » V U GLASS CAPACITIES ON THIS SHEET ARE � C� a�TEt)� drawingno. BASED ON ASTM El300-09 (3 SEC. GUSTS) �!� AND FLORIDA BUILDING COMMISSION '." DR1D>"• ' � W 1 0- 1 g D. MTG. RAIL, DECLARATORY STATEMENT DCA05-DEC--219 `� �77o/�l 111111 �sheet 2 of 11 •sees • • sees• • sees sees Does* •• • ae••• be e•e • DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE IMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG AIL GLASS TYPES 'A'&&'A1', 'B'B1' GLAS IRS �' & 'B1' WIDTH H HT WIDTH HEIGHT EXT.(+) INT.(-) EXT +) INT.(-) 74" 106-1/4' ill" 26" 73" 105-1/4" 110" 25' 65.0 1 65.0 0.0 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" 3" 105 /4" 110 37-3/8' 65.0 6 80.0 90.0 65.0 0 80.0 90.0 55.0 65.0 80.0 90.0 74' 106-1/4" 111 " 50-5/8' 73" 105-1/4' 110" 9-5/8" 65.0 65.0 80.0 90.0 65jf 65.0 80.0 90.0 .0 j 65.0 80.0 90.0 74' 106-1/4" Ill" 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 72' TYP. 1/7) (1/3W) (1%vv VENTS TO BE 113 OF THE WINDOW IXOXI BUCK FLANGE FRAME FLANGE DIMS D. MTG. RAIL: C XOX SI ' S FLANGE DIMS. BUCK DIMS. STD Ga H.D. MTG. RAIL, �GLLSS 'A'&`A1�, 'B'&'BI' GLASS TYPES 'B' & 'B1' GLASS `C' & WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74' 106-1/4' ill" 26" 73" 105-1/4' 110' 25' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 1 80.0 90.0 65.0 65.0 65.0 65.0 I 80.0 90.0 65.0 65.0 74" 73" 105-1 /4" 110" 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 B0.0 90.0 65.0 65.0 9 µ _ �Q__ 80.0 90.0 65.0 65.0 74' 106-1/4" aa5 ' 73" 105-1/4" 49-5/8" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 74' 106-1 /4" 1.1-1` 73" 105-1 /4" 110" 62' 65.0 65.0 80.0 1 90.0 65,0 65.0 - - - - 65.0 65.0 - - - - 65.0 65. 34' TYP. BUCK DIMS i 1 Ll EQUAL LEG _FRAME D. MTG. RAIL: PRODUCT REVISED as complying with the Florida �5 Q Building Code oI Noes -No. 17-0918.09 Expiration Date 09/22/2020 `u, z ff }° W 8 Y_--- ---� S N a 'I - O Miami -Da roduct Control Opp Q Ei N m D F tas 0 banes � tiU f7 Cfbt o • •••:•• ��%Q N ••••• ...... e W aU. gj Q •••••• � 6i.�r• � • • •••• so so • • •• ••• • • • • • N • • • -- • •i• V ••••• • • • • • ' � tO C I • o rn • • 0 I • �1 • • � U L � 0 O v O Q wLn Ln g c rn Ln O 0 C Z LL_ in ?y O o E5 V7 C) D D C X F O Ww ZCD N U U o z a z z FLANGE & FLANGE ADAPTOR FRAME ! EQUAL LEG FRAME � N o C i Q 0:: 4 P DIP \``,fffilOiAllI71 N .7059 - NOTE: � � 0 m C v GLASS CAPACITIES ON THIS SHEET ARE �� BASED ON ASTM E1300-09 (3 SEC. GUSTS) �'.. T 0� � drawing no. AND FLORIDA BUILDING COMMISSION W1 0-8 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2.1 of 11 DESIGN LOAD CAPACITY - PSF (XOX SIZES) RUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'& Al', V& &1' GLASS TYPES IT & '81' WIDTH HEIGHT +) INT.(-) EXT.(+) INT.(-) 73' 105-1/4' 110" 25" 65, 85.0 80.0 80.0 65.0 N 1 j2.0 80.0 80.0 65.0 6 SON.,80.0 80.0 73" 105-1 /4- 110" 37-3/8" 65.0 65.0 0.0 80.0 65.0 65.0 8 . 80.0 65.0 65.0 80.0 60.0 73" 105-1/4" 110" 1 49-5/8" 65.0 65.0 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 1 61.6 80.0 80.0 60.0 60.0 80.0 80,0 (1/3W) (1/3W) (1/3W) i OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'x0x' STD. MTG. RAIL: DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAM H.D. MTG. RAIL GLASS TYPES 'A'&'AL', 'B'&'Hl' GLASS TYPES 'H' & 'Bl' GLASS TYPES 'C' & 'Ol' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT•(*) I INT.(-) 73" 105-1 /4' 110" 25" 65.0 65.0 80.0 80.0 65.0....l 65.0 65.0 65.6 80, 0 60.6 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 8(3.0 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" 1 49-5/8' 65.0 65.0 80.0 80.0 65.0 85.0 - - - - 65.0 85.0 - - - - 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 1/4W) (1/2W) (1/4W) OPERATING VENTS TO 1/ F THE WINDOW WIDTH 'xOx' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION D. MTG. RAIL;, , DECLARATORY STATEMENT DOA05-DEC-219 PRODUCT REVISED oI as complying with the Florida I Building Code a z NOA-No. 17-0918.09 ' i Expiratic ate 09/22/2020 0 �- � cq z By --a j( 2 % co O 0 I o pghu-vad roduct Control ® w � fC t �Nh '0 v O W vi b+0>th .• 04g ' • • aj �, �• � ••••• I0 x � N • ••••• W N iF c • N • • • OO n z v Q L LJ (L' r.i -0 s C r` L O a c"I ,� 3 M i Lai 0 C Z�., o � o v : E5 00�F �X I Uj z a U U 010 O z z FIN FRAME ��tj11ii1a��e `'DElS� • A 6 .Y D c1 L L • _ ro a v u •,, G =�'�� drawing no. ®I I I i�►1��`` sheet 3.1 of 11 135 * 3 M11 , DOW CC Al =i Gh aYy, J I I v,Q i v XL ' I ST tOR z •� -�'� � �- - � - > � DUI 1/8" HEAT STREN'D GLASS .075' Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interloyer Saflex Clear And Color Gloss By 'Eastman Chemicai Co.' OR 090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' r-1 /8" HEAT STR EN' D GLASS 1 /8" HEAT STREN'D GLASS .075" Interloyer Saflex CP With PET Core OEastman Chemical Co.' R .090" Interlayer SentryGlos By 'Kuraray America, Inc.' r-1/8" HEAT STP.EN'D GLASS Ld C SILICONE a_ � l SILICONE M GE cn N DOWCORNING 899 a� %DOW CORNING 899 N DOW CORNING 995 g M1 DOW CORNING 995 � Mi I! •I j \ I' II jj O H 0 .I a Es Es P AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES M7 M7 WIDER THAN 36" W WIDER THAN 36" GLASS TYPE 'B' GLASS TYPE 5/16" NOMINAL LAM. GLASS 5/16" NOMINAL LAM. GLASS AIR SPACE 'D GLASS 1 , .,t Ld a m 995 , SPACER BYCARDINAL y 04, SUPER SPACER BYQUANEX s > M7 AT 1/4, POINTS ALLT SIZES GLASS TYPE -"Al' 0.70" OVERALL INSUL. LAM. GLASS 1/8" HEAT STREN'D GLASS .075" Interloyer Saflex CP With PET Core By 'Eostmon 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 t Trosifol PVB By 'Kuraray Americo, Inc.' r--1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 1 /8" ' XL EDGE SPACER !j ST. STEEL BY 'CARDINAL' OR OURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUA? AT 1/4 POINTS ALL SIZES GLASS TYPE 'B 1' 0.70" OVERALL INSUL. LAM. GLASS IN ORDER TO QUALIFY FOR SMALL. MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al', 'B1' & 'Cl' MUST BE TEMPERED. PRODUCT REVISED as complying with the Florida I Building Code o NOA—No. 17-0918.09 Expiration Date 09/22/2020 0 z By M }` g n itC, iA d o Miami— a roduct Control 0 ru jz Q~ P 0` X•E M g d a•Q ••• 03 • • •••:• L•� L! l{L ••••i• .....'�z �ry 9 0 2 .••• • �T • s••••: :0 .••• Q� g4 ... • • • •.••• • • vi • N a1 • • • v.••• ' •• 01 . . 'T• • Z I� 0 v c� LyJ (D l LI �Q{ fV M -Q U) = i o ::z o �t}h to 3 `i N 0 Q i3 � Ed ua'y � Z� i 3 0 v 0oQ I� C) M _j / I .- A�1i fi • Lj �ENSr^ . ® N N ! 9®r92 Q I r T �� v • _0 v ® p F • •j�� drawing no. AL sheet 4 of 1 TYPICAL ANCHORS SEE ELEV. 1 BY FOR SPACING WOOD BUCK a d d a- °. a' n d EDGL DIST, d a d y a d 4. •Q a ••da _ __J�"Uu I @ (�) &f ir--71 I /E) 61 of '! 'I � a _ _ tF o P4 C o a W i � II II II III m W2 W1 @ ��5�—!04q META. FLANGE & FLANGE ADAPTOR FRAME STRUCTURE TYPICAL ANCHORS SEE ELEV. Y FOR SPACING I m = a _ N _ 3 I D o }0 IST. m +r U m 2 3/8" MIN. "\' ! 2-3/8' MIN. a WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. PRODUCT REVISED II as complying with the Florida it Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami-D a Product Control e d A. z :4 d ° SEE ELEV. A TYPICAL ANCHORS `r 'r N p EDGE IST- - v °. a a' a d z ' 17 FOR SPACING TYPICAL ANCHORS , I I v' 1BY J SEE ELEV. ' WOOD BUCK FOR SPACING EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING Er---------—----`.-� —1 �I MIAMI-DADE COUNTY APPROVED 11 ! MULLION & MULLION ANCHORS I j 1! SEE SEPARATE NOA ,I 011 Z.. go h/ ®Z °�'m'a Ld 0 0 `zi o 0 N 0 Q 4 d 0 d •A .. 0 TYPICAL ANCHORS • • • SEE ELEV. ...... so FOR SPACING • • • • • W �� o Z m WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW, • • • • • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM "� - •• • AND TRANSFER THEM TO THE BUILDING STRUCTURE. ""' vi N rn TYPICAL A.NCHQE>° SEE ELEV. FOR SPACING ••• '4 Uy • • • ' 4" D tU�� N SY • t • 42-000 ' ilIY 0 28'F ODD=STFtCICTCtRE : Z o � v NfQ(5D R S L ;1A�GiBS � fl La NTH L B B C O t iC OR-BUOCC -° �1�1�4�M1[!._L�_Q_4Cr�ISiEC`JA7v(B5 a cv o �I 1N`[07B[ CKS7(UAMBS)3 N � s'`� Qlf �t�OI'�Y Ii�LO C�`�Ri OTiiBE_COCK o M -a G ETE71rHEkD/SII _l/-LAMBS) z 1,' /,=mI ROM =.CJAtv1B� o - Q v 14 G DT 1 i;f .; C9 o Q ,`- INTO 409 N. 0 META STP W. 00 _S _"(f{>i/'—S ICf- UAitiBS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE Ln V) W ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) W M STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) o "' 8 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - U � Vl � U p a N g x o tT1'PIC'EDGI=ISiA�7COtit ' U a = a: a iNIO .E D 3 -f2-112",.�I� � �•a � WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN, c CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. ° o C-90 HOLLOW/FILLED BLOCK AT JAMBS f'rn = 2000 PSI MIN. �f a WEEPHOLES: W 1 = 1 /4" X 1-1/2- WEEP SLOT AT 4-1 /8" FROM EACH END WITH PLASTIC COVER W2 = 1/8" X 1 /2" WEEP SLOT AT 3-1 /8" FROM EACH END W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END N CIO o o y \ " PO 2 _ A P� e •� �, e V tl C U i EOF Ni drawing no. � sheeliltt 5 of 11 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING .o T T- 1 t.V4" o � w va - Qo - VENT WIDTH Q � o -SCREENS OPTIONAL I f- 1BY I WOOD BUCKS XOX LAYOUT LD.L. MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH _ SUCK WIDTH I / r- SEE ELEV, FOR SPACING 1/4" MAX. BUCK WIDTH SHIM 1 VENT WIDTH TYPICAL ANCHORS 1 1 SEE ELEV. FOR SPACING � 1 METAL r STRUCTURE 0 e o - - -SCREENS OPTIONAL - XO LAYOUT 0 EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING OALTERNATE FLANGE f 1/4" MAX. SHIMS 1 1 /2 w 2 WOOD B K R WOOD STRUCTUR ^" -OCK L TO LOCK 1 /4" MAX. SHIMS OTYPICAL ANCHORS SEE ELEV_ FOR SPACING a o- r e1 /4" tI � II - II II �c FLANGE ADAPTOR FRAME �� M A7JI 0 Z 3t FLANGE ADAPTOR FRAME , ®M ZI 2 1 /2" TYP. 9O'O`I IL C4 •••••• i� 4 N • •••••• IWt! N� o 20 •••• IL 7C•O rr • • u ...... . ... . 23 •• •• ••••• • • • N v... co A.. C - • • in E3 ca 0 0 c 0 Wtq Ui CC X V I- (f) N o I � �� s N 3 N to ' I O M c z� O M (� ULJ �� W�� WIw x x x = � MIrIQ F- W W W W i z O O O O z z z z INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. .� o o Q 0, 0 C WiL• U' T • i � N --- PRODUCT REVISED as complying with the Florida e a w 1BY Building Code EXTERIOR WOOD BUCKS NOA-No. 17-0918.09i • ' �> D.L. OPG. 1 a v Expiration Date 09/2212020 �' , E OP ' •�� By Miami -Dad oduct Control `'6 �!I �� \ o y " drawing no. I shezi 6 of 1 j ) I 6 a 0 W O W W2 W1� n ! F-11, D ' EDGE DIS:T- v IBY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 W3 METAL EQUAL LEG FRAME Ui M STRUCTURE — o o � TYPICAL ANCHORS _ ------------ -^ E- ------�------- SEE ELEV. X FOR SPACING o o r I I MIAMI-DADE COUNTY OVED I j I I MULLION & MULLIO NCH ORS I I M ®F- M J z EDG DIST. 3 y DGE �i SEE SEPARATE EDGE j� I I W n Q o r I GIST- 1 o. S o �¢ I ------_4 - - - -- C 0 LL I W Q 4: t: W XI JIper C7�h ,O,{{ d 0 ? M 0 ®'p- c. O E4 2 TYPICAL ANCHO TYPICAL ANGHORS, SEE ELEV. • • •• ' `i ® *go:* SEE ELEV, FOR SP FOR SPACING" •••••• ••••••ILLZ^(& @ 9.eI j - C T M I •. ••••- 1*000: y v. -v TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. BUCK WIDTH d u d ,d d a- - - c G '.� z• g. A I .v EQU LEG FRAME CAN BE INSTALLED DIRECTLY 000000 _Re j • I WOOD, CONCRETE OR METAL STRUCTURES • • • • 4 8E LU 0000 • WITHOUT THE NEED OF A WOOD BUCK. •••• .. .. •• . ••••• 2 3/8" MIN. - \ \ 2-3/8" M{N. a \ WHEN USED THE MIN. WOOD BUCK •••••• • (Y •• PRODUCT REVISED: .'. I `-s — ••••: as complying with the Florida • • • • Ln - Building Code(1 � • NOA-No. 17-0918.09 z, o o v Expiration Date 09/22/2020 N 0 By Miami-Da�roduct Control { = D 04 o Cn N � o Tp Z C Z O DEPTH SHALL BE 2% . THE USE OF MIAMI-DADE COUNTY O DEEPER OR BEVELED WOODSUCKS IS APPROVED MULLION PERMITTED. E & MULLION ANCHORS `=' Ua O Q J SEE SEPARATE NOA U — > BUCK WIDTH BUCK WIDTH I TYPICAL ANCHORS SEE ELEV. FOR SPACING V) UI LA LA 0 T 1 ] 0 r ul ww z U N II I I IL z z al j1 I I I I I I 13 O -- I o I I 0 w LL V T �� • y. • i 11 I V1GEN L J � I \ 0.�� dTYPICAL ANCHORS SEE ELEV. e OF 4 drowing no. FOR SPACING Il' IoGi3i�� EDGE DIST. /'��1 jii 11 I f %0\\ sheet 7 Of 11 PRODUCT REVISED as complying with the Florida Building Code NOAhNo. 17-0918.09 Expiration Date 09/22/2020 By C' Miami -Dade duct Control ; •�. •� • • •' • • • • • • • • • • • • • • • • • •' • • •••••• • • • • • • • • ��a� ®' � :" ��i : �'. '® ' _�7 2 1� S E OF �eq� a R� �g M O o j z 0 IU ITEM PART # QUANTITY DESCRIPTION MATERIAL. MANF./SUPPLIER/REMARKS E1 CGI-100 - FRAME JAMB 0 FIXED GLASS 6063-T6 CGI EXTRUDER E2 CGI-113 - FRAME SILL 6063-76 CGI EXTRUDER m ® I" 1 m W It M L1 % O N ` m LU N XX W W lot • 2m:i'L o 001 0 0•'�'� `i a %6• � �:zi .i W E3 CGI-102 - FRAME HEAD 6063-76 CGI EXTRUDER E4 CGI-103 - MEETING RAIL 6063-76 CGi EXTRUDER E5 CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER E6 CGI-105 - HANDLE RAIL 6063-T6 CGI EXTRUDER E7 CGI-106 - SASH RA[L 6063-T6 CG1 EXTRUDER E8 CGI-107 - 5/16' GLAZING BEAD 6063-T5 CGI EXTRUDER E9 CGI-108 - 0.700" GLAZING BEAD 6063-T5 CGI EXTRUDER E10 C0I-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER Ell CGI-110 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER E12 CGI-135 - TF FRAME JAMB ® FIXED GLASS 6063-T6 CGI EXTRUDER E13 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 CGI EXTRUDER E18 CGI-1 14 - SILL SNAP IN 6063-T6 CGI EXTRUDER ' � `" a j r �'i z • N • �• i • • s Cn �' '1 O �i M 0) N T Ln p rq OZ--.. a - Ci � ¢ � U O Uj E19 CGI-115 - Silt FILLER 5063-76 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 6083-T6 CGI EXTRUDER M1 CGI-382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC M2 CGI-1 f 1 - SCREW COVER (OPTIONAL) PVC - M3 CGI-112 3" 0 ANCHORS EQUAL LEG COVER/SHIM PVC M4 - 0.700" X 0.040" BEAD GE1200 SILICONE SILICONE GE M5 - 0.700' X 0.040" BEAD DOW 995 SILICONE DOW M6 - 0.700" X 0.040' BEAD DOW 899 SILICONE DOW M7 - 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. M9 684 - ROLLER TRACK PVC - M10 CGI-128 2 PER SASH ROLLER HOUSING NYLON - M11 W23201NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV, 00 N W w n a z t7i w 0 z 1:5 w 0 z b w 0 z M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANTILIFT BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PPI - - M16 CGI-134 - JAMS SPACER PVC PROTOTYPE OR EQUIV. M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUN. M18 CGI-132 2PER WD, 2" SASH STOP PVC PROTOTYPE M19 CGI-111 ® 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 oC 'n o o v 0 o 0 0 0 S2 - 2 OR 3 PER CORNER 10 X 1 1/4" LG. PHI.. PH. SMS. ST/ST. ASSEMBLY SCREW - - i I� 0 w ,� 0 r S3 - 1 1 /4- EMBED. # 8 X 1 1 /2" LG. PHL, PH. SMS, FIN ANCHOR SCREW - - p CU `%lCIA I c d a s S4 - 4 PER WO. # 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW S5 2 PER WD. # 8 X 1" LG. FH. SMS. ST/ST. SPIRALS. ASSEMBLY - - S6 - - # 6 X 1/2" LG. FH. SMS. ®CGI-133 do 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. ANTILIFT SCREW drawing no. W 10-18 sheet 9 ofil Eta FLANGE FRAME HEAD 4. ` e22 FLANGE FRAME SILL �2.737 .065 TYP. 2.505 2.346 E3 FLUSH FRAME HEAD j 3.. 55 I! E2 FLUSH FRAME SILL 2.737 - .065 TYP. 2.613 j 2.505 1.301 .500 991 --I I1 3.237 2.737 --�I Et4 FLANGE FRAME JAMB (MOVING) E20 FLUSH FRAME JAMB (MOVING) ---i .811 } -- -1 .811 2.5I05 .065 7YP. T___j i t,015 � L 1.bob 1.745 E12 FLANGE FRAME JAMB (FIXED) 2.505 1 065 TYP. �I 1.015 ! �0102451 E1 FLUSH FRAME JAMB (FIXED) 1.220 LT.065 J YP. 1.368 1 .745 E4 MEETING RAIL 1.788--=� 065 TTYP. 1.015 ---I 1.043 35 ES LOCK RAIL .065 7 1.550 1.680 1.007 _j .050 1.395 E11 NAIL FIN ADAPTER 1.220 € E21 ALT. LOCK RAIL 2.613 E Es HANDLE RAIL --1 1.025 �- -T 1.395 745 1 ---I 1.015 I - E7 SASH RAI L R i5 E19 SILL FILLER F 1.450 .180 .550 .050 E23 FLANGE ADAPTOR 490 .120 j� 0 I II II I � o` 705 LC 50 TYP. .70`5 L,1050TYP. -� -�1 .864 .864 f- w ;� N a d O E8 5/16" GLAZING BEAD E9 .700 GLAZING BEAD it°n v N CL a 1.449 CCE, � 1.395 � Q 5,o bi � �.18C 293 a 996% .0503- 065 -J JL1.413 • • • o 0•r0 4? P ' • •••••• �4 N •••••• • LL U' - ••••• M3 ••�• FLUSH FRAME COVER �2 SCREW COVER •��•�• Z My q�. �••••• B wm9000 i- • •••••• • • LO �p •• • •• • rn • • • M O w 0 C N u~' r LO 3 N r7 r 0 �� M ci z ^ O o o-2 I01- UE� PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date /22/2020 By I himi-Dad roduct Control o w w�w w IZ/1 (YO h N = 7C S 2 w w w w z z z z Ta <7� = qz 0 0 0'0 z z z z n 592 drawing no. �'• . R1D�'.� + 10-18 III lit sheet 10 0 1.1 S2 �l VENT TOP/BOI QM CORN,ER� FIXED MTG. RAIL CORNER FRAME BOTTOM CORNER �' S2 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami-02 Product Control c� 0 I 0 M 0 toW g a a itr 00`0 CC, ® w N -- 0 c~iv�i"� M �0>M o 0J�Q¢ a Q�W H •• PY. •6j • ease • • W 6 • • • 1see•• WV9*4 Vol N • • 0 • N 0 �LLI I F- a � C F-cVo 0 N � O 73 te) 2 ??C z L 0:: II�iIIW 0 0 a 0 z z z x U U U U AH 04 � I N 10 70592 chi ®° s drawing no. �W 10 —18 sheet 11 of 11 dz U w U) FALSE MUNTINS (SURFACE APPLIED) F�NTGEI & E ADA '' `(i `R.,_ VI OPTIONAL tSERIE 130 INE LU M FIXER j NDO 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 TM BEEN DESIGN AND TESTEb GOIvPLY W[t�t" i� (REQUIREMENTS OF THE 2014 (57H EDITION)/2017 (6TH EDITION) FLO !C)A (B.UIWING 0ADEINCLUDiNG H1G VELOCITY HURRtCANE_ZONE,_(nN) _ 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-METALL)C 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. 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 48' BUCK WIDTH D.L. OPG. Sbi,r 18' MAX. SIDES EQUAL LEG FRAME DOW — 49' U v FLANGE WIDTH TYPICAL ELEVATIONS o D.L. OPG. p Zcon CUgI, W N S/OF m w ANCHOR SPACING SHOWN HEREIN APPLICABLE, i_ . O " Q TO FLANGE AND FLUSH FRAMES. _ a U SEE SHEET 1.1 FOR FIN FRAMES. C C U M M z II 11 F- j -' rr rT= 0 y ip 0 11 [I aaM °o Q u II p --- ��--11---- 96" Q a BUCK HEIGHT 1z N Z O • D.L. OPG. • •(�`•�e C j • a // ---Ir----- 1t----- ww ZO • Om_ .Ki • rn w O J I I , O to e, • II ui II II O I • N •• •a C)w z ❑ - -------f1---- -_ fir------LO Il I{ n Il ll • .• a Oto U I ll It i0. II 11 „----II II if � 4 • If II m • o-_==_====1�========t= w 0 it t1 II it > LLJ rY C 0 =" o 6" MAX. 17" MAX. o � I-r"'M 3 N rM 6' MAX. iEAD/SILL 18" MAX. SHORTER CORNERS STRAIGHT S DES z M •0 3 rn CORNERS SIDES DAYLITE OPENINGS: s 2� -LJ- D.L.O. HEIGHT = BUCK HEIGHT - 3.00" Lu "' o D.L.O. WIDTH = BUCK WIDTH - 3.00" w WIDTH.{ cr: U ul WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH �W—. WINDOW WIDTH I I z p ! z z % z j z 3 'i �. Li i1 w r/ p J f Z 14 z L J L W, _ INQOW WIDTH _, WINDOW WIDTH WINDOW WIG z— u c� E NDO__.:ARE TE F0 LARGE_&__iAL fIfLE"lAPAT SHU_T_iERS Afi�NOT REQUIRED W. r � z J 0 ' v3 L J PRODUCT REVISED as complying with the Florida Building Code NOA--Nn. 17-n918.07 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 DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. Expiration Date By xA�� _ GEN h i 0.705 9 . ATE OF •�(` a �• 1 N IOI< 115 NI@ _ x N N (O7 'oo�o O O o v $ 0 0. a o a z 5 D z ::D 0 O Al c � v° a v` cti drawing no. W10-02 sheet 1 of 6 48" - BUCK WIDTH D.L. OPG. 6 16" MAX. °� � �z HEAD/S 2 STRAIGHT o CORNERS SIDES (1 it II _ II II 11 !I I I 11 I1 11 li II II R II [I 11 If 11 II E! I{ If II I II II IE II I[ li T =� =_f 2 (p = a "C J 0 G FALSE MUNTINS (SURFACE Op,nOONAL 48" BUCK WIDTH D.L OPG. * 16" MAX. STRAIGHT SIDES 6" MAX. - FIN FRAMES 48" V N BUCK WIDTH TYPICAL ELEVATIONS I D.L OPG. b 4�1 J SraF O z � . J col 0 0 N U IL LLI lr � Ii II------1 0 6 y ti Ii II G � II II y 0 O 1! II II II 0 �•Op '� II tl BUCK WIDTH 0 y y O n • z •� I l / t I D.L. OPG. y_ .� • c, ----=1r----—7r---- d o m ii ii `� oG `rtO�Fp� • � '.• 3I i l I 1 1 E FS • •.•� • • ••.T --_------ T- - n tl it s U of !I II !I II C • — H I! II Il III II II • w a0 If a LLJ X d tr • • a W m fIII it II '00000�' t? 2 N o F- i 6" MAX. 16" MAX. C)� � � sue-• b O rMj r7 16" MAX. STRAIGHT CORNERS STRAIGHT SIDES z g SIDES cWr, u� Q g `' ( C) r !� U rZ Um S S m w ti N to � Vf n ALTERNATE SHAPES AS SHOWN SHEET 1 ALSO AVAILABLE FOR FIN FRAMES o H N - w o c� c0 , Q Q 4 W '01Z y p Z w 7 Z D \ti tt EN PRODUCT REVISED as complying with the Florida o Building Code 0.- = A NOA-No. 17-0918.07 Expiration Date 09/22 020 p r � TATE OF�� no. Mia r ade Product ontroJ' �t� &�•® '" `�� ®NAd'1\\\\ sheet j , of 6 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DDLS. GLASS TYPES 'C'&`Cl' GLASS TYPES 'D'&'D1' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1 NT.(-) EXT.(F) 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" 35" 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' 35" 42' 48" 54' 60, 61" so" 1 23" 29" 35" 41' 47" 53" 59" 60" 59. 80.0 80.0 80.0 8010 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 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 50.0 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 48.0 48.0 64.0 64.0 24" 30' 36' 42' 48" 54. 56' 84' 23' 29' 35' 41' 47" 53' 55' 83„ 80.0 80.0 8010 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 24" 30" 36' 42" 48" 49' 97„ 23" 29' 35' 41" 47" 48" 96„ 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 75.6 75.6 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 8010 80.0 24" 1, )' 36" 42" 44` 23" 29" 35' 41" 43' 107" 80.0 80.0 80.0 80.0 `8 0 =80. 80.0 80.0 73.8 73.8 8010 80A 62.4 62.4 80.0 80.0 59.1 59.1 80.0 80.0 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&'CI' GLASS TYPES 'D'&'Dl' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1 NT.(-) E T.(+) 1 NT.(-) 24' 30' 36" 41' 114' 23" 29" 35" Q. 113" 80.0 80.0 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 50.0 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 t 72.3 80.0 80'0 65.8 65.8 1 80.0 80.0 - FLANGE DIMS. BUCK DIMS. �$� GLASS TYPES 'D'&'Dl' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) (± 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" 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. D 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-o 80.0 80.0 80.0 80.0 5010 solo 80.0 80.0 80.0 77.1 77.1 80.0 80.0 77.1 77.1 80.0 8010. 77.1 77.1 80.0 80.0 19-1/8" 26-1/2" ,77'j 48" 53-1/8" 61' 75-1/4" 93-3/4" „ 18-1/8" 25-1/2" 36' 47" 52-1/8" 60" 74-1/4' 92-3/4' 49-5/8" 8010 80.0 80.0 80.0 80.0 80.0 80.0 80.0 0. , M 80.0 80,0 61.3 61.3 80.0 80.0 58.0 58.0 77.4 77.4 58.0 I 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" „ 48' 53-1/8" 61" 5 �1 (673 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. 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 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 1 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 SHEETS 1 & 1.1 wV 0 �--o-j U O 0 Z n % L o f•INS fi Z fY oo�zz � �.�/,•l a � Cat �DyM A ut ei NOTE: a O z e't WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED d 0 Q a VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE OO Ate N fA • •d 3z" T'I'• BUCK DIMS Xz" TYP. •• � , • • FLANGE FRAME • • .. r: LO FLANGE DIMS I • U • �� • Q - • LO BUCK DIMS • • z N • to 3 0 • •. P5 d W U- fY EGUAL LEG FRAME < N o 3 N to BUCK DIMS 0 M ro cWn uO O F1 N FRAME, U BUCK DIMS nFFFFrn 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 � s ,, �;If PRODUCT REVISED as complying with the Florida Building Code N OA-No. 17-0918.07 Expiration Date 09/22(2020 By Mia `0111tt1I1�7! 70592 TATE OF • �4 ik� .•0 !••• .", U m W U W W m Q N •t N � S� yy w 0 o 0 o ❑ 0 0. 0 M z D z n rrior� C C - o a N N o c N M � N o � ai j n `o z V a v` drawing no. W10-02 sheet 9 of 3/16' ANN. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl' & 'D1' MUST BE TEMPERED. 3/16' HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090" Interlayer Saf)ex Clear And Color Glass 'Eastman Chemical Co.' OR .090" Interlayer SentryGlos By 'Kuraray America, Inc.' B 090" Interloyer Trosifol PVB By 'kuraray America, Inc.' 3/16' HEAT STREN'D GLASS m ! I! SILICONE ! 1 GE 1200 E3 i i DOW CORNING 899 DOW CORNING 995 O H M5 AT 1/4 POINTS ON LITES py WIDER THAN 36' GLASS TYPE 'D' 7/16" OVERALL LAM. GLASS 3/8" AIR SPACE AT STREN'D GLASS 3/16" HEAT STREN'D GLASS .075' Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090' Interlayer Saflex Clear And Color Glass SILICONE By 'Eastman Chemical Co.' w Ix GE 1200 OR m 0 DOW CORNING 899 .090' Interlayer Z N f>t j j DOW CORNING 995 SentryGlas I EI !I By 'Kuraray America, Inc.'OR 0 va .090" Interloyer Trosifol PVB By 'kuraray America, Inc.' M4 1� 3/16" HEAT STREN'0 GLASS SILICONE SILICONE SI GE 1200 DOW CORNING 899 GE 120E DOW CORNING 995 DOW CORNING 899 DOW CORNING 995 �U v N O 0 Z �co J g q'4 F W tC al 0 U, c°� N 0 vo>M M 0ILO< aat ° cNu�i0 . •X 14.z •• '� Ci m Sr -7 •• •• .. • • rn4 LO ••• Z_ L � • o~•LLJ • o O til �LLI G p 2 N o M U) � G.i N Q t�l Co z -0 2) I z� cn o Of U��r ! i ! i ! i OPTIONAL GLAZING DETAIL XL EDGE SPACER GLASS TYPES 'Cl' & 'D1' ST. STEEL BY 'CARDINAL' OR "! DURASEAL BY 'QUANEX' raA- OR SUPER SPACER BY'QUANIX'EIifM5 AT 1/4 PO NTS ALL SIZES PRODUCT REVISED 705112as complying with the FloridaGLASS TYPE 'D1' Building Code Ix 1"OVERALL INSUL. LAM. GLASS NOA-No. • 17-0918.07 Expiration Date 09/22/2020 By rr w w M M in CCn N N V7 ^O y r � N � N u o fo UJ xz z z = � l�00 lN�0�: 1 6laloldl o M I N o o • 2 O ,Y 9 •j V r drawing no. W10-02 sheet 3 of 6 ' ATYPICAL INSTA i TION DETAILS (� 0 TISE_ _D.ETA.ILS AR ICAL Q ALL FOUR SIDES OF WINDO INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL up 3 e WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS 0 F LU f+y F , ANG_ TYPICAL ANCHORS FLANGE 1/4" MAX. ---�A-NE FL G Q a « o 2` p t, SEE ELEV. FOR SPACING SHIMS I N 00 0 cV V jl jl 2BY WOOD BUCK OR METAL G• �I jl E3 WOOD STRUCTURE TYPICAL ANCHORS v SEE ELEV. STRUCTURE Q N M I` j! j! M2 I VFOR SPACING M2 �, TYPICAL ANCHORS a Q > j -1 O!! !! S2 B A SEE ELEV. FOR SPACING I a M 0aoQ� \ O El I - Q.. - - 00 • v U.jF E1 a _ _= -- - 1-1/4'•• - - - • Ill_ j •• •gyp£ pra • S2 MIN v .=Lt � F • p a TYPICAL ANCHORS M2 y • ^ I SEE ELEV. 1BY FOR SPACING jj jj a �•N WOOD BUCK r El E3 �• U I � • ra 1/4" MAX. z • • • •� •rr`r• SHIMS O Lyj•• •' EQUAL LEG "` EQUAL LEG EQUAL LEG a . GUJ 26Y WOOD BUCK Q ; M2 METAL cn c B 1 Al RE C 1 STRUCTURE d o N o E3 �! I! TYPICAL ANCHORS `r N �' �! j! M2 I J M3 S2LIs I �� _ `------- SEE ELEV. FOR SPACING d z 0 0 0 Z� ., - ----- to 0 •- v> M3 S2 II I! TYPICAL ANCHORS c SEE ELEV. FOR SPACING a D• E3 X v ro a a v D' TYPICAL ANCHORS ! j! M2 N r m w r m q SEE ELEV. ^ j• j• E3 I TYPICAL ANCHORS 0 " x �" o- '�' ' 1 BY FOR SPACING I I! 1 SEE ELEV. FOR SPACING 2= o r N z ' o cq WOOD BUCK w U W U 0 r• W C7 U ~ = W PRODUCT REVISED y U U 6 U 4 as complying with the Florida Building Code 0 z 0 = a I D o z a a NOA-No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CC[ WDW. Expiration Date 09/22/2020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. tTYPICAL ANCHORS_;SEE ELEV. FOR SPACING By 1/4" DIA. KWIK—CON II BY 'HILTI' (Fu=163 KSI, Fy=157 KSI) Miami -Da Product Cont. 1 o w 0 .�_._ _. _ �j11i11!!// -S-. c 0 o W u (07 I � Fu=1 7KSJ) M 14 S►�S OR gam. O �L1 IG 5G 2�NS„(L�_ ,r2-b ) [TYPI—"' _ �_._.. . jQBY WOOD BUCKS OR W S CTU E t 0_ A !_DAD C TY APP ED L ONS ;I 0_CO CREFE_... 2 _1 f'2' MTN� �� p�s`�® .MASON . \`�\ -i'%2"�MIL PENETRATON N 0 0 p "HEAD S1LLl1iBS}) (CfR 0 ^- 1" 1N C�7 °i�"` ` ' .�'' o �' N I T-Q_ ETAL_ST CT. ES_ SILL _ A BSA) 1 7 92 I 0 ME AL�SIRUCTUR�F %4" 5 � ---MIN) � (rHR.. 1 BY BUCKS_. TO C � C. 0 OC (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 1/4" EM D 0 COG H_jS LL,J1B> ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) WOOD AT HEAD SILL OR JAMBS SG =� 0.55 MIN. : - CONCRETE AT HEAD, SILL OR JAMBS f c = 3000 PSI MIN. �� a .'• STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) •�� O C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ATE OF DI CTLY 1 TO CO 0 I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �i • , i •. OR1DP.•' �� drawing no. Q-02 1�1 4 M EMBEa_iNO CONC2Ef (�IEA�C]jS[LEvIBB}) %�1.1,_ E_„__BEp INT' 4 BLOCSACS NAL01��\ sheet 4 ofi 6 ,.Or TYPICAL INSTALLATION DETAILS �V Cq THES DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW � a �m 0 INSTALLATION D THRU 1 X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS IN LATION DETAILS INTO METAL F. W m ¢ WOOD BUCKS INTO RETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE UCTURES OR INTO APPROVED MULLIONS Q aCL 0`0OgO o FLANGE ADA20 PTOR FLANGE ADAPTOR FLANGE ADAPTOR 14NGE ADAPTOR a {nu C TYPICAL ANCHORS 1/4" MAX. 0 SEE ELEV. 26Y WOOD BUCK FOR SPACING SHIMS N M 0 0 ui � II 1? M2 OR WOOD STRUCTURE A3 TYPICAL S�CEO�R„S o METAL STRUCTURE 'TYPICAL 0' a a, 1» C 0 IL O C 0 Ca b FOR SPACING < a :� M2 ANCHORS r I S2 i _ N > SEE ELEV. FOR SPACING �.N Z O .d` : U. •• I v) ,t • N . r * ° a Pop • E2-`g� ! E6 -� a01f • S2 o. MIN._eta •• w • � • q. TYPICAL ANCHORS I SEE ELEV. ? j ? j M2 E3 1 I' • C , I •.•• 1 • 1BY FOR SPACING �� ; •• a ' _ WOOD BUCK m. • E5 E2 E3 i • • • g O 2 3/8" MIN. "MAX' G BUCK HEIGHT 1/4` MAX. GAP 8 � = q NOT BY CGICTURE 1/2• MIN. 1/2" MIN. ,�� N \� C2T 3""'`1 2 3/8" MIN. - z 3 F RAME M2 BACKBED � o o ` CAULKING w p�� ` �� TYPICAL ANCHORS: SEE ELEV. FOR SPACING I I v 8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES -_ - -_ _----- WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD El _ W W m m BUCK DEPTH SHALL BE w Z " u THE USE OF DEEPE ' _ T <i NIE N BEVELED WOODB IS PERMITTED. WRAP E5 E3 EXTERIOR NOT BY Y NU CJ Q U O z z a D z n � BUCK WIDTH BUCK WIDTH 7 -------------------- Pr -- --------------1 r---- MIAMI-DADE COUNTY I I MiAMI-DADE COUNTY APPROVED I j Q r o o l I i APPROVED MULLION I MULLION & MULLION ANCHORS 11 p o N I ] & MULLION ANCHORS I I SEE SEPARATE NOA I I y o c o 0 o I 1 1 SEE SEPARATE NOA I I c ) 0) o 0 o w 1. 0 Atkj kAE PRODUCT REVISED �, 70S o I 1 Nil1 as complying with the Florida I I L Building Code __J TYPICAL ANCHORS NOA-No. 17-0918.07 fSEE $ W FOR 5PA ING Expiration Date 09122/2020®•'. ATl; OF �/�� drawing no. y ��• 14 X 1" SMS. Miami ade Produc oritr l ��,� �� E1 FLANGE FRAME �2.505 r.068 1.495 065 TYP. 2 .812 kQ-1.335--a1 O FLUSH FRAME/FIN FRAME -�j .675 .995 On 75 i! 1.184�1 OGLAZING BEAD (LAM. GLASS) I �r.120 T_ L 9it 1.000 125 M4 E4 GLAZING BEAD (LAM. INSUL GLASS) GLAZING ANGLE (LAM. INSUL. GLASS} .180 :1i 1.550 1.680 T .550 .050 4- .aso 1.395 ONAIL FIN ADAPTER E6 FLANGE ADAPTOR j�--1.3951 1.11 s ., 6a 291 .050 050 I� 065 1.081 =_= III IM3 FLUSH FRAME COVER 1 M2 SCREW COVER ITEM PART # QUANTITY DESCREMON MATERIAL MANF./SUPPLIER/REMARKS E1 CGI-118 4/ WDW. FLANGE FRAME 6063-TB - E2 CGI-119 4/ WDW. FLUSH FRAME/FIN FRAME 6063-T6 - E3 CGI-121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-T6 - E4 COI-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 REQO. GLAZING BULB VINYL PVC DUROMETER 75-BO SHORE A M2 CGI-124 AS READ. SCREW COVER- OPTIONAL PVC - M3 CGI-112 AS REQD. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8-) 6063-T5 - M5 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 85±5 SHORE A S2 j10 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-N o. 17-0918.07 Expiration Date 09/22/2020 By . Miami ade ro uc�t Contrcil 0 0 I O Z � Oca�i J 0� W a Qg 4N OwN`" o IN�p LL 0 U3) f� o W O 0.0a o G ENO • • 001 ODD v • • • • • • ••M • J U • r• C i•• ,r 0 ZIP C 0 F- CV p F- r•Qj N rr- -i O ri z Lon, LLj z� V) o - 0 F- b IZ U N fn VI � � N W U OF Or z z o o U V a c=i 0 o a o a z I z 0 z n 0 0 7 o :fir= o A v` u ATE O: Ltj •�4 drawing no. .... *1`�� W 1 0-0G j NAL\` ,`\\� sheet 6 of 6jj GENERAL WINDOW SECTIONS FLANGE FRAME 0 N W W FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. 1" I VENT EXTERIOR INSTRUCTIONS, USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. STEP 3 USING CHART ON SHEET 5 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WOW. HEIGHT LOCK POINTS 42" 2 63" 3 84" 4 Wl .L. OPG. WW-7" w P CAL ELEVATIt MULTI POINT LOCK BY `INTERLOCK' ALT. TO CAM LOCKS 6" MAX. TYP. ERS cn U a X MW :2Z 0 x is I 0 •' Lo 0 v rn 1. • SURFACE APPLE' FALSE MUNTIM3 • • OPTIONAL *,0., ••••, • • • (D 111 • .. 24" MAX. TYP AT HEAD/SILL MAX. WDW. HEIGHT LOCK POINTS 38" 2 56" I 3 74" 4 84" 5 �T tS_B OAUQLHAS�6.E N DDD GI ED b TASTED TO COMPCY"WITRiF E THESE WINDO ARE IIE( FUR;CARGE ,SWCU-MtSSIrE-IMPACT't IREQUIREME S` OF.�20 4 {5_T�ED,._ITfQf�)%20 (6TH-EIM N , FILORID $UILDIN l G T LOC U IC NE'20NE=(FiVHZ). VnT R QQtR 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS FOR MULLION/MULTIPLE UNITS, REFER TO TO THE BUILDING STRUCTURE. SEPARATE CGI MULLION N.O.A. 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 PRODUCT REVISED REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. as complying with the Florida Building Code THIS PRODUCT APPROVAL IS GENERIC -AND DOES NOT PROVIDE INFORMATION NOA-No. 17-0918.11 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR Expiration Date 10/2612023 WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, By AND TO BE REVIEWED BY BUILDING OFFICIAL. Miami Dade Product Co ro • c.t • rn ••�. 40 m Q�• M M . n LLj L M LLJ o Lj V) X c� 0� I< CD -a � j z c 0 NL a, 0 M N >�7 v J US 00 Z rl)L,J ,-, C) �Q¢ w co Fa- 705F -_ m a tl U : L 0 ie� TATE OF •s�9�� drawing no. 0. W98--10C I1 eet 1 of 7 11 GENERAL WINDOW SECTIONS EQUAL LEG FRAME O =� H � x = F g U w x o �Z C SNUBBER w 3 AT IMPACT WINDOWS ONLY o lol 6 OPG_ VENT WIDTH WINDOW WIDTH EXTERIOR _1 0 F x T W L � Li{ x $ U 0 > z 3 FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. WINDOW WIDTH �� o o ? VENT WIDTH 1 WW--1 1/2" z m loo D. L. OPG. O F. M. 0 WW-6 1/2" N d s" MAX. TYP. Q A HEAD/SILL W w N` 0 0 CORNERS O J M 'C) IL W o� U. /O+ t II II / ¢ m W V) V D > � Fi mmz C�&OLLI •� 00 N-_= �r=== •• .p, z to pry CAM LOCKS = w / II �� II �•• .,dj a �� , :'•.•: 9 2 LOCK POINTS = ii ��/ II •„ z M1 ALL SIZES p I I I j • Q: o ix Ci = 1 --_ SURFACE APPL'I1rD• •••., FALSE MUNTII+I% f1 If OPTIONAL : • r. • '�• I I v o •• • in ••.•.• 0®10,'�•o • • O r� 24" MAX. TYP. Z — — — S SAT HEAD/SILLCn p N o TYPICAL ELEVATION (EQUAL LEG FRAME) 0 C: L OPG. 2 1 / O _ og �.O0 W VENT WIDTH _ 3/4" N I 0 unviu iA: n Ti POg9� 4M LOCKS MAX. WDW. HEIGHT LOC POINTS 42" 2 63" 3 84" 4 MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS MAX. wow. HEIGHT LOCK POINTS 38" 2 56" 3 74" 4 84" 5 co I q PRODUCT REVISED e N _ r as complying with the Florida Q } �21 7 No. 70592 Building Code NOA-No. 17-0918.11 Expiration Date 10/26/2023 n OF : ��` drawing no. By �� O�ItaP.•"�� W98----10C Mia "-d, -d.c Cpsrtr I /�� D \�� - ', l/11111111�� sheet 1.'!of % 0 ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. ►J FRAME COR 2,625 .625 t 2,625 13 j O CORNER KEY J 060 THICK ST. STEEL 2,1 O CORNER KEY 062 THICK ALUMINUM 2,075 10 1 1,307 G.G1J 2,465 O FLANGE FRAME 1.057 to EQUAL LEG FRAME 5 ITEM PART # QUANTITY DESCRIPTION MATERIAL I MANF./SUPPLIER/REMARKS 1 CGI-373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUN. to CGI-397 4 EQUAL LEG FRAME 6063-T6 INDALEX OR EQUIV. 2 CGI-378 4 VENT (5/16" LAM. GLASS) 6063-TS INDALEX OR EQUIV. 2B CGI-381 4 VENT (INSUL LAM. GLASS) 6063-TS INDALEX OR EQUIV. 2C CGI-385 4 VENT (7/16" LAM. GLASS) 6063-TS INDALEX OR EQUN. 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 3A CGI-396 4 SQUARE GLAZING BEAD 6063-TS INDALEX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM 5 - e .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS READ. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 Q250-K-190 AS REQD. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE. AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) #8 X 3/8" SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SMS 9A - 1/ VENT MULTI POINT LOCK - TRUTH 96 - 1/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) #10 X 3/8" SS SMS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SS SMS - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK L1312 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SS SMS - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4" SS SMS �1.757-7 [� Q U o 0 I .090 TYP, 1.875 0 m go u' 720 a Z � N a g O B o 0 I � �c 1.222-�1 O O VENT (5/16" LAM. GLASS) Q, 0 > eq 1,757 • A 0 t; a .090 TYP. • " • w N o IU 1.875 •• Z O••� • 720 • • • X lu a: F 1.4ZQ • • •+ • r, • • — N • LI.624 • • • • ri C o T ••• to 1 2B VENT (INSUL. LAM. GLASS) v+• • LO L757 O Q W .090 TYP. z 1,875 cis a Z cv o o N LOr I 720 ME N rO t° 0 r0 n 1.438 ¢ -0 � rn 00 CZ-J.. O � 1.347 --4 2C VENT (7/15" LAM. GLASS) Ln U T 754 .383 T- <830 w w m 1,617 rn z M o�N O CGI-375: OGEE GLAZING STOP - z L L g o o H .753 b �i Ir 0 z 0 z D .808 .530 Jo N M c PRODUCT REVISED J 817 .v°-, o n N as complying with the Florida •5; 0 0 0 0 Building Code 3A CGI-396: SQUARE GLAZING STOP 4) G NOA—No. 17-0918.11 Expiration Date 10/26/2023co � � . �,►GE1��F' � o .tl � I By V i 1 N Ix Miami ade Product Con a .70592 d o � OF ,�� drawing no. 6i l l% sheet 2 of 7 " /O" AI.IAI /%I ACC 5/16" NOMINAL GLASS TYPE '2' 3/16" ANN. GLASS .075" Saflex CP With PET Core By 'Eastman Chemical Co.' _ .090" Saflex Clear And Color Glass .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' ERLAYERS By 'Eastman Chemical Co.' INT .090" Trosifol PVB .090" SentryGlas By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' .090" Trosifol PVB CLASS By 'Kuraray America, Inc.' 3/16" ANN. GLASS �I SILICONE i GE-1200 jj SILICONE DOW 995 GE-1200 DOW e199 1' I DOW 995 DOW 699 16 NOMINAL S TYPE '3' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAJLS 'WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) 20" 24" 28" 30" 32" 36" 40" 42" 36" 110.0 194.3 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 129.5 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 107.9 107.9 110.0 195.0 11OA 195.0 97.1 97.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 20" 24" 28" 30" 32" 36" 40" 42" 42" 110.0 166.5 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 118.9 110.0 195.0 110.0 1 195.0 110.0 , 111.0 110.0 195.0 110.0 195.0 104.1 I 104.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 83.3 83.3 110.0 120.0 11 C.0 120.0 79.3 79.3 110.0 120.0 60.0 60.0 20" 24" 28" 30" 32" 36" 40" 42" 48" 110.0 145.7 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 103.8 104.1 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 .0 91.1 91.1 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 11 120.0 72.5 72.8 110.0 120,0 1 001110,0 1 120.0 69.4 69,4 110.0 12 111"60.0 60.0 20" 24" 28" 30" 32" 36" 40" 42" 54" 110.0 129.5 110.0 5.0 110.0 195.0 98.0 107.9 110. 195.0 110.0 195.0 88.2 92.5 .O 120.0 110.0 120.0 84.4 86.3 110.0 120.0 110.0 120.0 80,9 110.0 120.0 110-0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 6 64.8 110.0 120.0 110.0 120.0 61.7 61.7 110.0 1 120.0 60.0 60.0 NOTE; / GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 WIDTH 20" 24- 28" 30" 32" 36" 40" 42" 20' 24" 28" 30" 32" 36" 40" 30" 32" 36" 32" 36" 20" 24" 28" 30" 32" 20" 24" 28" 30" 32" 3/16" HEAT STREWD GLASS .075" Saflex CP With PET Core i- By 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass INTERLAYERS By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraray America, Inc.' .090" Trosifol PVB � By 'Kuraray America, Inc.' m z 3/16" HEAT STREN'D GLASS SILICONE GE-1200 DOW 995 DOW 899 7/16" NOMINAL GLASS TYPE '6' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION. DETAILS f DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE `6' EIGHT EXT, (+) 1 NT. (-) EXT. (+) 1 NT. (-) EXT.(+) 1 NT. {- WIDTH 98.8 112.E 110.0 195.0 110.0 1 19-1/8" 85.8 95.4 110.0 195.0 110.0 20.0 26-1/2" 7 83.3 110.0 120.0 11 120.0 37" 60" 73. 77.7 110.0 120.0 0.0 120.0 42" 70.z 2.8 110.0 1eo 110.0 120.0 19-1/8" 64.8 6 1 10.0 110.0 120.0 26-1 /2" 66" 00 86.7 86.7 73.4 7 64.2 64.2 60 60.6 7.5 57.5 _ I - 72" 66.4 56.1 48.9 46.0 43.6 76" - 52.0 43.8 75" 38.1 41.5 34.9 84" - 66.4 56.1 48.9 46.0 43.6 - 60.0 52.0 110.0 43.8 110.0 38.1 110.0 - 110.0 - 60.0 41.5 110.0 34.9 110,0 - 110.0 - 51.2 - 4B.3 60.0 60.0 195.0 120.0 120.0 60.0 60.0 195.0 120.0 120.0 120.0 120.0 60.0 60.0 60.0 120.0 120.0 120.0 120.0 60.0 120.0 120.0 120.0 51.2 48,3 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. 60.0 60,0 110.0 110.0 110.0 Li 0.0 60.0 60.0 110.0 110.0 110.0 110.0 110.0 60.0 se.0 60.0 110.0 110.0 110.0 60.0 60.0 110.0 110.0 54.5 51.2 48.3 60.0 60.0 195.0 120.0 120.0 120.0 120.0 60.0 120.0 120.0 120.0 120.0 120.0 60.0 60.0 60.0 120.0 120.0 120.0 60.0 60.0 120.0 120.0 54.5 51.2 48.3 37" 42" 19-1/8" 26-1/2" 37" 42" 19-1 /8" 26-1/2" 37" 42" 1era 37" 37" SQUARE BEAD OFflONAL All GLASS TYPES • ,.00�•.•� ' RMANCE VALUES OF IMPACT RESISTANT WDNDOWS • • • NO SHUTTERS REQUIRED • • • REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS • • DIMS. GLASS TYPE '2' GLASS TYPE 'S' I GLASS TYPE '6' HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) EXT. (+) 1 NT_ (-) • • 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110,0 195.0 110.0 195.0 26" 110.0 145.4 110.0 195.0 110.0 195.0 110.0 128.1 110.0 195.0 110.0 195.0 110.0 190.6 110.0 195.0 110.0 195.0 110.0 137.5 110.0 195.0 110.0 195.0 38-3/8" 98.5 98.5 110.0 194.5 110,0 120.0 86.8 86.8 110.0 120.0 110.0 120.0 110.0 144.5 110.0 195.0 110.0 195.0 99.7 104.3 110.0 195.0 110.0 195.0 50-5/8" 74.7 74.7 110.0 120.0 110.0 120.0 65.8 65.8 110.0 120.0 110.0 120.0 96.7 104.2 110.0 195.0 110.0 195.0 63" 74.9 77.9 710.0 120.0 1 1 G_0 120,0 50.0 60.0 110,0 120.0 110.0 120.0 - - 60.0 60.0 60,0 60.0 63.0 63.0 110.0 195.0 110.0 120.0 74-1/4" 46.6 46.6 110.0 120.0 110.0 120.0 - - 59.8 59.8 59.8 59.8 N127- - i 56.3 56.3 56.3 55.3 >K LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 9B �k* SIZE SlilkX 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHENJ PRODUCT R SED as complying with Florida Building Code NOA-No. 17-091 Expiration Date 10/ /2023 Byt !A// Miami Dade Product 7J, l � ? a� ,`t11kIfill// � ,•-' �eCEldSli - � ��i i o. 0592 9• OF NAW a =4ft CD 0 0 I Z C, O en Z H < s a_ O WHCL O v CY Lc iL Ina• e3 I Q Nye ••! CE W LL •� z p� o J C9 fD•�_ •� • ;Q UI Ire 0 r. • N • • 0 w• z i o w O Li z Vl v�i v 2 N o S I L0 p u7 .- to p -v 10 coZ -j O o w w C)O� w cn U -2 F- rn m a II a N a cV r m drawing no. W98--10C sheet 3 of 7 7 1/8- TEMP. GLASS AIR SPACE 1/8" ANN. GLASS .075" Saflex CP With PET Core By 'Eastman Chemical Co,' .090" Saflex Clear And Color Glass INTERLAYERS By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraray America, Inc.' .090" Trosifol PVB By 'Kuraray America, Inc.' 1/8" ANN. GLASS 11 I SILICONE j GE-I200 j DOW 995 DOW 899 XL EDGE SPACER XL EDGE SPACER ST. STEEL BY 'CARDINAL' 1. SETTING BLOCKS ST. STEEL BY 'CARDINAL' OR 2/ LITE IOR DURASEAL BY 'QUANEX' EPDM DURASEAL BY 'QUANEX' OR DUROMETER 85±5 OR SUPER SPACER BY 'QUANEX' RM." ,FN 3' SUPER SPACER BY 'QUANEX' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUITERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) , 1NT. (-) EXT. (+) INIT. (-) 20" 24" 28" W. 32" 36" 40" 42" 36" 110.0 194.3 110.0 195.0 110.0 161.9 110.0 195.0 110.0 13B.B 110.0 195.0 110.0 129.5 110.0 195.0 110.0 121.4 110.0 195.0 107.9 107.9 110.0 195.0 97.1 97.1 110.0 120.0 92.5 92.5 110.0 120.0 20" 24" 28' 30' 32" 36" 40" 42" 42" 110.0 166.5 110.0 195.0 110.0 138.8 110.0 195.0 110.0 118.9 110.0 195.0 110.0 111.0 110.0 195.0 104.1 104.1 110.0 120.0 92.5 92.5 110.0 120.0 F93.13 83.3 110.0 120.0 79.3 79.3 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 48" 110.0 145.7 110.0 195.0 110.0 121.4 110.0 195.0 104.1 104.1 110.0 120.0 97.1 97.1 110.0 120.0 91.1 91.1 110.0 120.0 80.9 80.9 110,0 120.0 72.8 72.8 110.0 120.0 69A 69.4 110.0 120.0 20' 24" 28" 30' 32" 36" 40. 42" 54" 110.0 129.5 110.0 195.0 98.0 107.9 110.0 195.0 92.5 92.5 110.0 120.0 84.4 86.3 110.0 120.0 80.9 80.9 110.0 120.0 71.9 71.9 110.0 120.0 64.8 64.6 110.0 120.0 61.7 61.7 110.0 120.0 1 /8" TEMP. GLASS AIR SPACE 1/8" TEMP. GLASS .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass INTERLAYERS By 'Eastman Chemical CO.' .090" SentryGlas By 'Kuraray America, Inc.' .090" Trosifol PV8 By Kuraray America, Inc.' 1/8" TEMP. GLASS 3/4" INSULATED GLASS TYPE '3A' PERFORMANCE VALISES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) I 1 NT. (-) 20" 24' 28' 36" 32' 36" 40" 42" 60„ 98.8 112.6 110.0 195.0 85.8 95.4 110.0 120.0 76.7 83.3 110.0 120.0 73.2 77.7 110.0 120.0 70.2 72.8 110.0 120.0 64.8 64.8 110.0 120.0 60.0 60.0 - - 60.0 60.0 - - 20" 24" 25' 30" 32" 36" 40" 66" 86.7 86.7 110.0 169.0 73.4 73.4 110.0 120.0 64.2 64.2 110.0 120.0 60.6 60.6 110.0 118.2 57.5 57.5 110.0 112.2 60.0 60.0 - - 60.0 60.0 - - 20" 24" 28" 30' 32" 36" 72„ 66.4 66.4 110.0 120.0 56.1 56.1 109.3 109.3 48.9 48.9 95.3 95,3 46.0 46.0 89.8 89.8 43.6 43.6 85.0 85.0 60.0 60.0 - - 32" 36" 76" 60.0 60.0 - - 60.0 60.0 - - 20" 24' 28" 32" 78" 52.0 52.0 101.3 101.3 43.8 43.8 1 85.4 85.4 38.1 38.1 74.3 74.3 60.0 60.0 - - 20" 24" 28" 30" 32" 84" 41.5 41.5 80.8 80.8 34.9 34.9 68.0 1 68.0 54.5 54.5 - - 51.2 51.2 - 48.3 48.3 -- - SILICONE GE-I200 DOW 995 DOW 899 SETTING BLOCKS 2/ LITE EPDM DUROMETER 85±5 WINDOW DIMS. W. TYPRW2Ai WIDTH HEIGHT EXT. (+) 1NT. (- 19-1/8" 26-1/2" 37" 42' 26" 110.0 195.0 110.0 203.0 110.0 145.4 110.0 128.1 19-1/8" 26-1 /2" 110.0 190.E 110.0 1 137.5 98.5 1 1 98.5' 42" 86.8 86.8 19-1/8" 110.0 144.5 26-1/2" 50-5/8" 99'7 104.3 37" 74.7 74.7 42" 65.5 65.8 96.7 104.2 26-1/2" 74.9 77.9 37" 63" 60.0 60.0 42" 60.0 60.0 19-1 /5" 63.0 63.0 26-1/2" 74-1/4" 46.6 46.6 37" 59.8 59.8 37" 77° 1 56.3 56.3 EXT. (- 110.0 110.0 110.0 110.0 110.0 110.0 10.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 TYPE '3A' 1 NT. (- 195.0 195.0 195.0 195.0 195.0 195.0 120.0 120.0 195.0 195.0 120.0 120.0 195.0 120.0 117.0 110.0 120.0 90.9 90.9 * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 96 IS USED �k �k SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SO. FT. SQUARE BEAD OPTIONAI ALL GLASS TYPE! PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 10126/2023 ;sy Niiam' Dade Product C I NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 I z w w z s t7 ME J 00 r) I w . 0' M i • • M O O N O 2N o O u7 in 3cvto 0 M 0 ?C Z LLL. > 0 O o O � r Q W CO �Im�vilo 0 p Nic4,� n N O O O O m O N � r drawing no. W98-100 sheet 4 of 7 SEALANT �J I a ap'z a �N o 2-1/2" MIN. SEALANT INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE: VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/8" r-7 2 1/8" INSTALLATION TYPE '1' WOOD BUCK TYPE '1' TERIA : PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION cx w r BUCK INSTALLATION BY OTHERS 1" MIN. INSTALLATION TYPE '3' 1 3/8" WOOD BUCK TYPE '3' M, ATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDEVUSING WOOD ALUM CHANNEL 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. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT X C c •1" MfN. 2-1/2" MIN. INSTALLATION TYPE '2' SEALANT C 2 1/8" MIN. WOOD BUCK TYPE '2' MATERIAL- PRESSURE TREATED TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' MIN. WOOD BUCK TYPE _'4' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION D ETAI L ON ALL FOUR SIDES.ZUSING WOOD ;HOR LOCATION SHEAR CLIP y�V U O O TYPICAL ANCHORS I I SEE ELEV. FOR SPACING rn SEE SHEET 6 FOR DESCRIPTION z 00 ti O � M Z Z METAL Q N a STRUCTURES C. -1 (p � 1/8" THK. MIN. 0 0 U C' ATTACHMENT TO METAL STRUCTURES Oyy w N •- M• at U. 1 O i,-N� v IN - UT 'I • (Y 0: A •(O� Q �� ei ••• IN \I ••• I • • W tJy,t •� Z N�j C 1 on 1 ••• C7 z •.�. too J Z A Q w • • tr. • n rn 1/8" MIN. r-�- TYPICAL ANCHORS SEE ELEV_ FOR SPACING I f-1 I SEE SHEET 6 FOR DESCRIPTION !I 11 II II I1 I I1 I II 11 II 11 it !t II it II II II 11 • I L---a o c• . . rn 0 .. C 0 w I z o LO 0 co z� M C14 p p w �OQu to U F- T in E a rn ATTACHMENT TO U Vq N o " APPROVED MULLIONS o < W PRODUCT REVISED $ z as complying with the Florida Building Code NOA-No. 17-0918.11 Ex tration Date 10/26/2023 0 o N N Q n 11 •h d m t By 000a iLo x _ '?Y Miami Dade Product G nt of i N � N N .70592 �•-�-� "1 " i 7 e ®'^ S OF �q�� drawing no. // 11 11111� IX``�� fsheet 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 1 3/8" I e r c 2 1/8" m.' ' a i"•MIN 2-1/2" MIN. INSTALLATION TYPE '1WOOD BUCK MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL POUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/8" a 2 7 4 ° BUCK INSTALLATION XERSINSTALLATION TYPE '3' TYPE '3' MATERIAL- PRESSURE TREATED WOOD BUCK$'NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, NCHORS FOR SPACING r 6 FOR DESCRIPTION r� 2 1/8" MIN. INSTALLATION TYPE T TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 3UCK TYPE T PRESSURE TREATED Q 4 v ° ° Q a MI BUCK INSTALLATION BY OTHERS 1" MIN.. INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD --- y.V U 0 XVI/8" G -� rn SCRIPTION 0Z G� Z N Q N TURES rL U. HK. MIN. o i ro o ATTACHMENT TO METAL STRUCTURES 1 /8" MIN. = U 0 TYPICAL ANCHORS Co O N t j Lo SEE ELEV. FOR SPACING m � » I f j SEE SHEET 6 FOR DESCRIPTION ¢ 39- Il it C" � Z � I[ I] 1 '4 n � � _ a it va Fi 11 LAJ !I t - II II Ik II i! tl I tl t j ATTACHMENT TO APPROVED MULLIONS RODUCT REVISED a ompiying with the Florida Bui • 9 Code NOA- 17-0918.11 e 10/26/2023 Miami- ac C0 6 2 '2 17 y .ar l ��'•' ��G>GN9S�c' N .70592 �• TE OF •�� lololoto� co a .� o �N � Q ai .o a I Ol 9 U drawing no. W98-10C sheet 5.1 of 7 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS WIO SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10" O.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 20" 24" 28" 30" 32" 36" 40"1 42" 36„ 195.0 195.0 154.8 195.0 195.0 195.0 129.0 172.0 192.9 195.0 110.6 147.4 180.0 195.0 103.2 137.6 168.8 195.0 96.8 129.0 150.0 195.0 86.0 114.7 135.0 180.0 77.4 103.2 128.6 171.4 73.7 98.3 20" 24" 28" 30` 32" 36" 40" 42" 42" 1 195.0 195.0 132.7 176.9 192.9 195.0 110.6 147.4 165.3 195.0 94.8 126.4 154.3 195.0 88.5 117.9 144.6 192.9 82.9 110.6 128.6 171.4 73.7 98.3 115.7 154.3 66.3 88.5 110.2 .146.9 63.2 84.2 20" 24` 28" 30" 32" 36` 40` 42" 48„ 195.0 195.0 154.8 193.5 195.0 195.0 129.0 161.3 192.9 195.0 110.6 138.2 180.0 195.0 103.2 129.0 168.8 195.0 96.8 120.9 150.0 187.5 86.0 107.5 135.0 168.8 77.4 96.8 128.6 160.7 73.7 92.1 20" 24" 28" 30" 32" 36" 40` 42" 195.0 195.0 137.6 195.0 195.0 195.0 114.7 172.0 171.4 195.0 98.3 147.4 160.0 195.0 91.7 137.6 150.0 195.0 86.D 129.0 133.3 195.0 76.4 114.7 120.0 180.0 68.8 1 103.2 114.3 171.4 65.5 98.3 20" 24" 28" 30" 32" 36" 40" 42" 60„ 195.0 195.0 123.8 185.8 180.0 195.0 103.2 154.8 154.3 195.0 88.5 132.7 144.0 195.0 82.6 123.8 135.0 195.0 77.4 116.1 120.0 180.0 68.8 103.2 1OB.0 162.0 61.9 92.9 102.9 154.3 59.0 88.5 20" 24" 28" 30, 32" 36" 40" 66" 195.0 195.0 140.7 195.0 195.0 195.0 117.3 164.2 175.3 195.0 100.5 140.7 163.6 195.0 93.8 131.3 153.4 195.0 88.0 123.1 136.4 190.9 78.2 109.5 122.7 171.8 70.4 98.5 20` 24" 28" 30" 32" 36" 72` r 195.0 195.0 129.0 180.E 187.5 195.0 107.5 150.5 160.7 195.0 92.1 129.0 150.0 195.0 86.0 120.4 140.6 195.0 80.6 112.9 125.0 175.0 71-7 100.3 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS WIO SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10" O.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 32" 36" 76" 133.2 195.0 76.4 122.2 11 B.4 189.5 67.9 1 OB.5 20" 24" 28" 30" 32" 76" 195.0 195.0 119.1 190.5 173.1 195.0 99.2 158.8 148.4 195.0 85.1 136.1 138.5 195.0 79.4 127.0 129.8 195.0 74.4 119.1 20" 24" 28" 32" 84„ 195.0 195.0 132.7 195.0 195.0 195.0 110.6 165.9 165.3 195.0 94.8 142.2 154.3 195.0 88.5 132.7 ANCHORS W40 SHEAR CLIP ANCHORS WITH SHEAR CLIP ItP,ER&O§MANC Xag 5KO QWTW1OgLQjjR Yr1NA014 DIMS.17Ofi SHEAR CLIP ANCHORS WITH SHEAR CLIP . AT 10" O.C. AT 17" O.C. I AT 10" O.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/ENT.(-) EXT.(+)/INT_(-) EXr.(+)/INT.(-) 19-1 /8" 26-1/2" 37" 26" 195.0 195.0 149.4 195.0 195.0 195.0 107.8 I 161.8 195.0 195.0 77.2 115.9 19-1 /8" 195.0 195.0 151.9 195.0 26-1 2" '38=3%B 191.2 195.0 109.6 146.1 7" 132.9 182.6 75.5 104.7 19-1/8" 26-1/2" 37" 50-5/8" 195.0 195.0 153.5 191.9 193.2 195.0 110.8 138.5 138.4 173.0 79.3 99.2 19-1 /8" 26-1/2` 37" 42" 63" 195.0 195.0 123.3 195.0 155.3 195.0 89.0 155.8 111.2 194.6 63.5 111-6 98.0 171.4 56.2 98.3 19-1/8" 26-1/2" 37` 74-1/4" 195.0 195.0 130.8 195.0 164.7 195.0 94.4 151.1 117.9 188.E 67.6 108.1 =101 O O_ Z CO I 00 Q N Z Q N IQ 0 0 o 0 _ 0 d N .M.. U fZ N LLI O x ti LL 0 ;y11 QWe'1 • •T • a IL C • ••• .. N N �' �o• 'I( W 3 U. • W U)•.s o • •' • Irk W M rc OJ •• • • • • N • LO • o a i = • • M �•'••'O w to CI 0 W LL C _z i Q T_ Cq o F- O U) N r' ) 0 'O Co M Z u- to N N p qUj � Uj Ln 0 p Q � U ]NTO METAL SRE#TCRE5 STEEL 1/8 }aT K„'1MINa (;FYI ,36 KSJIvIIN�) ;r .t c0i o N r LUWINUMV-�i1/8 tR MIN- (6063 T5 N (STEEL IN CONTAC 9t `' AL IN I 7-5 0 CBE PLATED OR P ED) t y 41 ° o }_`.:4 NTQ CONCRETE AND,MASONRY��2 1/ MIN=; s,a ; :. ' Z. INTO. bOD STRUCT(1RE :l ",,'--'MIN-!,d r='. WO METAL 'STRUCTl1RE 3/4" MIN CONCRETE AT HEAD, SILL OR JAMBS fo = 3000 PSI MIN. 0 .F N r o C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. PRODUCT REVISED as complying with the Florida ��® 00 rn Building Code `�� •'\CEIdSF '•;® /�� ,N b NOA-No. 17-0918.11 0 Expiration Date 10126/2023 No. 705g2 y B _= a M Miam' ade Product Contr 0EOF �� drawing no. �3 li 13, l ' % �� ' �. •' �o,a • �� . W98-10C AL sheet $ of 7 dl111111 " PERFORMANCE OF INSTALLATION ALUMINUM VALUES BUCK ANCHORS WINDOW DIMS EXT.(+) INT.(-) WIDTH HEIGHT 20" 24" 28" 32" 36" 40" 42" Iv.0 195.0 110. 195.0 110.0 N6.536"30" 110.0 110.0 179.5 110.0 177.3 105.8 145.1 97.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 42" 110.0 179.5 110.0 159.6 106.9 146.6 103.5 141.9 100.7 138.1 97.0 120.0 95.2 120.0 95.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 48„ 110.0 195.0 110.0 177.3 110.0 160.9 110.0 154.8 109.1 120.0 103.5 120.0 99.8 120.0 95.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 54„ 110.0 174.1 110.0 152.0 99.8 120.0 95.5 120.0 91.9 120.0 86.2 118.2 82.2 112.7 80.6 110.5 20" 24" 28" 30" 32" 36" 40" 42" 60„ 110.0 153.2 97.0 133.0 86.8 119.0 82.8 113.5 79.4 108.8 73.9 1 101.3 60.0 60.0 60.0 60.0 20" 24" 28" 30" 32" 36" 40" 66` 110.0 171.0 107.8 120.0 95.9 120.0 91.3 120.0 87.3 119.7 60.0 60.0 60.0 60.0 20" 24" 28" 30" 32" 36" 72" 110.0 1 . 97.0 120.0 8 117.9 #fl.7 112-0 77.9 106.9 60.0 60.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) INT.(-; WIDTH HEIGHT 20" 24" 28" 30" 32" 76" 105.8 120.0 90.9 120.0 80.5 110.3 76.3 104.7 60.0 60.0 60 0 60.0 20 24" 28" 30" 32" 102.7 120.0 88.2 120.0 77.9 120.0 73.9 101.3 0.0 60.0 20" 24" 28" 30" 32" 84" 11 . 120.0 97.0 120.0 85.5 1 60.0 60.0 60.0 60.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) INT.(-) WIDTH HEIGHT 19-1/8" 26-1/2" 37" 42" 26" 110.0 195.0 110.0 195.0 110.0 184.2 110.0 152.4 19-1/8" 26-1/2" 37" 42" 38-3/8" 110.0 195.0 110.0 172.6 110.0 156.3 95.7 120.0 19-1/8" 26-1/2" 37" 42" 50-5/8" 110.0 195.0 110.0 154.7 94.0 120.0 89.8 120.0 19-1/8" 26-1/2" 37" 42" 63„ 109.3 149.9 84.8 116.2 67.9 93.1 60.0 60.0 19 8" 26-1 37" 74-1/4" 110.0 154.8 86.4 118.5 60.0 60.0 19-1/8" 26-1/2" 37" 7V 109.9 120.0 N84.0 115.2 0 60.0 19-1/8" 26-1 /2" 37" 77" 108. 120.0 82.7 3.4 60.0 60. MW ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. 2 1 /2" MIN. EDGE DIST. a' I TYPICAL ANCHORS TYPE 'A' OR 'B' AT 6" FROM ENDS AND 17" O.C. MAX. AT JAMBS 17" 0_C. MAX. AT HEAD/SILL 1" MIN TYPICAL ANCHORS: SEE FOR SPACING A - 1 4" DIA. WIK-CO II B HILTV (Fu=163 KSI, Fy=157 KSI) MASONRY DIRECTLY INZEMINTO ON ALL FO 1-1/4" MINCONC. OR MASONRY B -1 4" DI ELC ' (Fu=177 KSI, Fy=155 KSI) CONC. OR FILLED BLOCK 2.500 EMBED INTO CONCRETE 845 ZD'IRECTLO EMBED INTO GROUT FILLED BLOCKS JJ111 II 065 I �F.RADE 2 CRS) .562 15� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I4- 1.436 1-1/2" MIN. PENETRATION INTO WOOD .125 T PP,ICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. ALUMINUM BUCK INTO WOOD STRUCTURE = 1" MIN. 6063-T6 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'rn = 2000 PSI MIN. 845 -�+-.065 1.125 I� P- 903F OPTIONAL COVER 6063-T6 #14 SMS AT 6" FROM ENDS 17" O.C. MAX. AT JAMBS 24" O.C. MAX. AT HEAD/SILL 1: ��..� U 0 o 0 Z m 0 Z q Z N Q2 l¢ a 0. v 100 Oyy O y M v C>f'47 • • • 600a0g ��Z•• • W O 10 LU ••- LLJ • • • i • 6? 0 rn ¢ • LO 0 o • • • in • ��-- .s, , f) L • LZ ME LLJ k LC z � U 1n LO cviD I 0 C 00 J US ZLL. Ln - cr) W W rl W TYPICAL ANCHORS TYPE 'C' AT 6" FROM ENDS AND 17" O.C. MAX. AT JAMBS I I� 24" O.C. MAX. AT HEAD/SILL n l INSTALLATION TYPE W - 2BY WOOD BUCK OR WOOD STRUCTURES PRODUCT REVISED ICK SYSTEM as complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 10/26/2023 ��:•' �GBAISR • ® ��: No. 70592 -4MI OF •�4�' f4 4T h �I m n CY o I a o I cQi � r drawing no. W98-100 sheet 7 of 7 O c EXTERIOR NC! i ES. O H W W w X T AP _ • • ► _ ', n .� FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. 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 LiMTED 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 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. SNUBBER VENT WID WW-2" WW-7` 6" MAX. TYP HEAD/SILL CORNERS I I j 4 C I I II•� �fl Il II II JI II �'sl t II� Ii ��[ i- z yr pia MAXIM MU01 POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. WIDTH LOCK POINTS 42" 2 63' El84` ! INSTRUCTIONS: USE CHARTS AS FOLLOWS_ STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING 'APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. STEP 3 USING (CHART ON SHEET 6 SELECT ANCHOR OPTION WrTH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL .APPLY TO ENTIRE SYSTEM. 14 1/21 I � I 1 ' 6` MAX. 'X. 'X MAX. 10* OR 17` E_ SEE SHEET 6 SURFACE APPLIED FOR CAPACITY FALSE MUNTINS OPTIONAL TYPICAL ELEVATION (FLANGE FRAME) FOR MULLION/MULTIPLE UNITS, REFER TO I SEPARATE CGI MULLION N.O.A. Z Ol� � Z Q �� il ! z LU � NQ a I' d Q N OOuo Iv 0 U, y ES o�y � CfC OMt0 ^ O ix OM n O �IIz° 2Cn&• Ja cc t7-fi;E$UYt6 LD0.WS ARE`RAIEt? FC_R Q_AR = lS IE-1 PA4C1 a PRODUCT REVISED ` as complying with the Florida Building Code ! I NOA-No. 1 T-0918.06 `- Expiration Date 1 3112023 0�; By �lo�o�o�o�ol �tilllil/�� c Cq .q a I N o. 7 92 =_ O U G ,e O f S OF ��` drawing no. DNAL Imli6�� sheet 1 of 7 OC VENT WIDTH EXTERIOR GENERAL WINDOW SECTIONS EQUAL LEG FRAME 0 c z 1- J FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. SNUBBER D.L. CAM LOCKS 9 2 LOCK POINTS ALL SIZES 2 1/2" 3/4" 6" MAX. TYP_ HEAD/SILL CORNERS IAXIM MULTI POINT4 IY 'TRUTH' ,LT. TO CAM LOCKS 'MAX. WOW. WIDTH LOCK POINTS 42" 2 63" 3 64" 4 c� WINDOW WIDTH U � v 0 VENT WIDTH 47-Am WW-1 1/2" I Z q m D.L. OPG. 10 x ti^ z WW-6 1 /2" I ar f }. W I mW N Q as M0 C� N I i a :3 M II Lo {y f I /il II\ I I i< v fLam O{ X II/ is ��j ii \II I • r • U. zTT- %I !` 1z it •• . II ••• .. 'M3 � i it 1 • • • • • • 0 • 090 100, $ I •••••• Z •�J• i r71 00000* co MAX. MAX. • • • .� •cG••• C> 10" OR 17" •••• : U •O tFj SEE SHEET 6 SURFACE APPLIED w A w• X FOR CAPACITY -FALSE MUNTINS OCR OPTIONAL 04 TYPICALELD%T ION v (EQUAL LEG FRAME) Q 3 N M O 00 ni-0� in N I G Z� C �oo -� Lj �- ca o Q �MIP-1 JAN082 PRODUCT REVISED as complying with the Florida Building Code N OA-No. 17--0918.06 Expiration Date 10/3112023 By.�� .. �NEE r T o. 70%2 9 ' TA'TEOF �9�` drawing no. I/Y®NAL 1�� sheet 1.1 of 7 ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. FRAME COF 5 2.1 11� CORNER KEY 060 THICK ST. STEEL .754 ,3B3 e i '83I0 .045 .617 CGI-375: OGEE GLAZING STOP 2 5/8- CORNER KEY 062 THICK ALUMINUM 808 050 -830 �I .b17 CC-1-396: SQUARE GLAZING STOP 1- 2.075 L 768 1.307 � 1[j i 2.215 2.465 OBO TYP. d r' FLANGE FRAME 2 075--•-1 768 �I 1.057 1 2.465 2.715 EQUAL LEG FRAME ITEM PART f QUANTITY DESCRIPTION MATERIAL I VANF./SUPPIJE`R/REMARYS 1 CGI-373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUIV. 1A CGI-397 4 EQUAL LEG FRAME 6063-TS INDALEX OR EQUIV. 2 CGI-378 4 VENT (5/16- LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 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 EQUIV. 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 3A CGI-396 4 i SQUARE GLAZING BEAD 6063—T5 INDALEX OR EQUIV. 4 — 4 .060 THICK CORNER KEY ; ALUMINUM — 5 - 8 060 THICK CORNER KEY STEEL - 6 AP-425 I AS READ. 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) #8 X 3/8- SMS 9A - 2/ VENT MULTI POINT LOCK - ! - 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) #10 X 3/8- SS SMS 11 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS ' - #10 X 1-1/4- SS SMS 12 - 2/ L(it SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A - 11 1.757 V v. I 0) .090rn .090 TYP. Z M hit j 875 � ---�� F I .720 N I� D p 0 0 uj is 1.222-1 0 0 Ir P VENT (5/16" LANE. GLASS) QF 0 1.757 0.3 roc .090 TYP. • • • kt 1R175 ( •••••• 1 LZLn�•, T LO l ••• •• I Q ii1 L I ' 1 720 • • i • iv —� ' *lag* 3 .. N ••• •• I0 ... o, o • LoI • z tii 1 1.624—� •••••• �• rn VENT (INSUL. LIAM. GLASS) • -0140000 � • • i 0 O 1,757 • • • W � •d • Ci O (7 .090 TYP. 1,875 rn —�---� tV �o .720 J 0 ! co O rn 1.43E � N C Z -j Li3:0 wMl I�-1.347 w e0c) 120. V) VENT (7/16" LAM. GLASS) ( r u Ij � �• `� r o .706 co SHEAR CUP CHANNEL 10, z z PRODUCT REVISED as complyi�sg with the Florida Building Code NOA-No. 17-0918.06 Expiration Date 10131 /2023 ByyGt�ifLl1� t c as O o 0 o�ui ❑ o o;o 0 //�0 • 1 p d ViG�W$tC - i tV I e a .. 0.7 592 L V N •p t1 > •.- TIE O� �4 drowing no. �0RIO �,�� W99-04 AL III I it, Lshe�f 7 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY `QUANEX' OR SUPER SPACER BY 'QUANEX' 1/8" TEMP. GLASS AIR SPACE r-1 /8" ANN. GLASS .075" Saftex CID With PET Core By 'Eastman Chemical Co.' .090' Saflex Clear And Color Glass INTE.RLAYERS By 'Eastman Chemical Co.' .090' SentryGlas By 'Kuraray Americo, Inc.' .090" Trosifot PVB By `Kuroray America, Inc.' 3 j4" INSLJI.ATED GLASS TYPE '2A' 1/8" ANN. GLASS XL EDGE SPACER ILICIINE ST. STEEL BY 'CARDINAL' 1200 OR '`DO 95 DURASEAL BY 'QUANEX' DOW OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS111ILL SIZES 1/8' TEMP. GLASS 7A1R SPACE 1 /8' TEMP. GLASS .075" Saftex CP With PET Core By 'Eastman Chemical Co_' .090" Saflex Clear And Color Glass 'Eastman By Chemical Co.' 1NTERLAi'ERS -? I .090" SentryGlas VBy Kuraray America, Inc.' 090'. Trosifol PVB ` 1' 1 By 'Kuraroy America, Inc.' 3/4" INSULATED GLASS TYPE '3A' 1/8" TEMP. GLASS SILICONE GE-1200 �DOW 995 DOW 899 AT 1/4 POINTS AL PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAIL I PERFORMANCE VALUES IMPACT RESISTANT WINDOWS NO SHU P.EQUIP,ED REFER TO SHEETS 5 THRU OR INSTALLATION DETAILS T RESISTANT WINDOWS PERFORMANCE VALUEZSHtE NOUIRED i REFER TO SHEETS IN57ALLATON DETAILS WMOW DIMS. GLASS TYPE '2A' GLASS TYPE '2A' W-1DDW DII&S. GLASS TYP '2A' GLASS T"�iE '3A' 14:.'vDOiY Ai S_ GLASS TYPE `2A' GLASS TYPE `3A' WIDTH I HEIGHT. EXT, (+) 1 NT. (-) EXT. (+) ; 1 NT. (-) WIDTH HEIGHT EXT. (+) 1 NT. EXT. (-) 1 NT_ (-) WIDTH HEVr EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) 24" j 24" 28" 30" 36" 42" 48" 54' 60' j 66' 72" 78" 84" 110.0 195.0 110.0 195.0 1 42" 1 24' 25' 30' 36" 42' 48' 54" 110.0 138.8 NL1 co 195.0 1/8" 00 26" 38-3/8" 50-5/8" 63" 74-1/4" 110.0 195.0 110.0 195.0 11 D.0 195.0 110.0 195.0 110.0 118.9 1 Nq 195.() 110.0 190.6 110.0 195.0 1 110.0 194.3 110.0 195.0 110.0 111.0 110.0 195.0 110.0 14-4.5 110.0 195.0 110.0 1 161.9 110.0 195.0 92.5 92.5 110.0 .0 104.2 104.2 110.0 195.0 110.0 138.8 110.0 195.0 79.3 79.3 110.0 1 63.0 63.0 110.0 120.0 110.0 121.4 110.0 195.0 69.4 I 69.4 110.0 2O-O 26-1 26" 38-3/8' 50-5/8" 63" 7 /4" 110.0 195.0 110.0 195.0 107.9 107.9 110.0 195.0 61.7 61.7 1 1K 120.0 110.0 i 37.5 110.0 195.0 95.4 ( 95.4 110.0 120.0 I 48" I 24" 28, 30' 36" 42" 48" 110.0 121.4 10.0 195.0 104.3 104.3 110.0 195.0 73.4 73.4 110.0 j 120.0 104.1 1 110.0 120.0 77.9 I 77.9 110.0 120.0 I 56.1 56.1 109.3 109.3 97.1 7.1 110.0 120.0 46.6 46.6 90.9 90.9 43.8 43.8 85.4 85.4 80. 80.9 110.0 120.0 37„ 26" 38-3/8"N8598.5 50-5/8"74.7 63" 110.0 145.4 110.0 195.0 34.9 34.9 68.0 68.0 .4 69.4 110.0 120.0 110.0 120.0 30" 24" 28" 30" 36" 42" 48" 54" 60" 66" 72" 78" 110.0 194.3 110.0 195.0 60.7 60.7 110.0 118.4 110.0 120.0 110.0 166.5 110.0 195.0 - 28" 30' 36" 42" 1 107.9 i07.9 1 110.0 195.0 .60.0 110.0 117.0 110.0 155.4 110.0 195.0 92.5 92.5 110.0 120.0 42" 26" 38-3/8" 50-5/8" 110.0 .1 110.0 195.0 110.0 129.5 110.0 195.0 86.3 86.3 110.0 120.0 86.8 86. 110.0 120.0 110.0 111.0 1 10.0 195.0 71.9 71.9 110.0 120.0 65.8 65.8 1 0.0 120.0 97.1 97.1 110.0 120. 61.7 1 61.7 110.0 120.0 53-1/8" 26" 38-3/8" 101.3 101.3 11 120.0 86.3 86.3 110.0 .0 60" 24" 28" 30" 36" 95.4 95.4 110.0 120,0 68.6 68.6 11 O.SN 120.0 77.7 77.7 110.0 7 20.0 83.3 83.3 110.0 1 zb.b I NOTE: LOAD/AREA LIMITS 1 60.6 60.6 .0 118.2 77.7 77.7 110.0 120.0 46.0 46.0,Ao 0, 69.5 1 89.8 64.8 64.8 1 110.0 1 120.0 - - I - 66" 24" 28" 30" 1 73.4 73.4 110.0 1 120-0 36, 24" 28" 30" 36" 42" 48" 54" 60" 110.0 161.9 110.0 195.0 64.2 64.2 110.0 120.0 110.0 138.8 110.0 195.0 0.6 60.6 110.0 118.2 110.0 129.5 110.0 195.0 72" 24" 1 28" 1 30" 56.1 56.1 109.3 109.3 107.9 1 107.9 110.0 195.0 48.9 48.9 95.3 95.3 925 92.5 110.0 120.0 46.0 46.0 89.8 1 89.8 80.9 80.9 i 10.0 120.0 78„ 24" 28" 43.8 43.8 85.4 85.4 71.9 71.9 110.0 120.0 38.1 38.1 74.3 74.3 64.8 64.8 110.0 120.0 84" 24- 34.9 34.9 68.0 - 0 SQUARE BEAR OPTIONAI ALL GLASS TYPE: 1 1 I� _ :rn Z ~ '� 0 j= `u >i a IL 01 Lu i IL I ui Vq n>� I� 0 0 tZn0 �I 00 It40N�0 nl+ 4�•N . .. a LLI a •• • LLF� p' •R�, •• ...... J c:z la•S (� ..... •••i•• � W 81•� F! • ••••• •••••• O • ••• @ •••• 9000 ••�••� _Z : •(�� j I ••••• ••••.• 3 I '=• rn' •� •(� • • • ul • • I O L 0 • • • F C3 n ••••• •• • U •u W Q • 0- �r, a) - Lo au p N M rq NI C Z� u c!1 }y O 0 W _ O w 0 �� U N , N F 41 U a�'i o�oo NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION ooM �o DECLARATORY STATEMENT DCA05-DEC-219 �(D (D JAN 0 8 2018 IRODUCT REVISED ;s complying with the Florida luilding Code IOA-No. 17-0918.06 xairation Date 10/31/2023 FOR +110.0, -120.0 PSF = 16.34 SQ. FT. By +110.0, -195.0 PSF = 10.00 SQ. FT. Mi, ,. �ceo�sF' o. 70592 •1� 9 ' S ATE OF drawing no. W99-04 sheet 4 of 7 L ALLATION fQ5RDITISTMI��'M T-RAM R APPLIES'0 L IFOU ISIDE FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT-L TQ2 I c 1` MA 2-1/2- MIN. SEALANT 1 33/8- i M 2 1/8- INSTALLATION TYPE 'I WOODBUCK TYPE 'f MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2 \N a ° 80 K INSTALLATION BY OTHERS 1- MIN. INSTALLATION TYPE '3' 1 3/8- WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDEVUSING WOOD ALUM CHANNEL (6063-T6) 3/4- X 1" X 3/4" X 1/6- 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 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION T \• I M acr 2 1/8" ° MIN_ 0 1- MIN. 2-1/2" MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED TYPICAL INSTALLAT19N DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION Q N \ I a. Q C � • a I a a ° BUCK INSTiALLATiON BY OTHERS 1- MIN. M N. INSTALLATION TYPE '4" WOOD BUCK TYPE 6 4' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR S?DES/USING^ WOOD 1 '-HOR LOCATION SHEAR CLIP 0 TYPICAL ANCHORS rn I --SEE ELEV. FOR SPACING .c { SEE SHEET 6 FOR DESCRIPTION Z I b C4 ' N Q 3/4- -STRUCTURES C 0 fl 010 �� LX J '•=n • r•Z•j-N I aim U. II •• •ZEE •••i•• W 04 M•F j •••• �J •••••• O • ••• N • • • • ro ATTACHMENT TO .. METAL STRUCTURES • • ! S . n s- 0 o • •• •vc c~n TYPICAL ANCHORS CL C SEE REV. FOR SPACING M a Y r, 0 SEE SHEET 6 FOR DESCRIPTION � y _ Q N O rn � U) Z� !n C) -MI c Ld U p¢ Ur��il 2 o n rn to E U ATTACHMENT TO o� F iE N W - W W w O APPROVED MULLIONS ziz o!Ix ' J U UIQ 1L" 0 o.olz M z zlz � a C � Q M M O I .N I r Cs d q �oo�o J0 t t jt�� PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.06 By Warn Date 10 3112023 cr i a a . 70W2 o F I T TATEOF �� drawing no. �Sf//,'.A Egli,�� sheet 5 of 7 0 " 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 1 3/6" a G - 1" MIN. 2-1/2" MIN. INSTALLATION TYPE T WOOD BUCK TYPE MATERIAI- PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDEVUSING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/8" R ! \ N � \ R 2 � -L Q D 4 C Q •. 4 v /8• BUCK INSTALLATION BY OTHERS 11" MIN. INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MALL: PRESSURE TREATED WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION X 4 <� 4 v 4 I 2-1/22 MIN. INSTALLATION TYPE '2' TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION _ d M .N v 4 .BUCK INSTALLATION BY OTHERS 4 1' MIN. INSTALLATION TYPE '4' WQQD BUCK TYPE '4' MATERIAL, PRESSURE TREATED 2 1/8' MIN. 3UCK TYPE '2' PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD 2 1 /F MIN. p TYPICAL ANCHORS FSEE ELEV. FOR ACING -� 3 SEE SHEET OR DESCRIPTION Z 1 0 a F I� 3/4" `MSTRAL UCiURES Q: ETAL C p p . O i of0�M o c oQ I I a IO,_ i I • • •L6 z• 0 •••••• i CZS•�•_�j •••:•• � W O�t•� F I ATTACHMENT TO f��•� • • O u METAL STRUCTURES w p�?. -a c� x -0 U) � F— r, LO TYPICAL ANCHORS -' cV r j SEE ELEV. FOR SPACING Q 3: T SEE SHEET 6 FOR DESCRIPTION rcc -p j 1 f N CZ-j fI w _ oLU 0 U ]� [ ATTAC H M ENT TO APPROVED -MULLION JAN a R gn1gNN PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.06 Expiration Date 10131/2023 By 1-711 0 - Di ID n n 0 r ai 4 m o a o 0 � r cr .70592 P o G U L t ' ro m •c o TEOP' '�� drawing no- �''•e`�t. W99-04 ONA'sheet 5.1 of 7 STALLATION ANCHORS R£FO2 TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS TYPE 'A' k 'C' ANCHORS TYPE 'H' W/O SHEAR CLIP j WITH SHEAR CLIP RITH OR R/0 SHEAR CLIP WIDTH HEIGHT AT 17" O.C. AT 10" 0_C.IAT 17" O.C_,AT 10" O.C. AT 17" O.C. AT 10" O.C. 24" 1 24' 28' 30' I 36' j 42' 48' 54" fid' 66" 72" 78" 84" 195.D ', 195.0 129_Q 193.5 195.0 195.0 195.0 195.0 110.E 1 fi5.9 f 95.0 195.0 195.0 I 195.0 154.8 154.8 195.0 195.0 195.0 i95.0 129.0 172.0 195.0 195.D 19S_0 195A- 110.6 147.4 145.0 195.0 195.0 155.0 j 129.0 161.3 i95.0 195.0 195.0 195.0 114.7 172.0 195.0 1 SS.D 193.6 ! 195.0 } Q3.2 154.8 195.0 � 195.0 195.0 195.0 117.3 154,2 195.0 195.d } 95.0 195.0 107.5 150.5 195.0 195.0 1862 T 95.0 99.2 158.8 195.0 195.0 195.0 195.0 110.6 165 9 195.Q 195.000000 30` I 24" 28" 3C" 36" 42" 48 54' 60' 66" i 72" 78` 195 0 } 95.0 154.8 154,8 195 0 t 95 0 i 95.0 I 195.0 132.7 t 327 195.0 ? 95.000000 195.0 195.0 123 a 195.0 T 45.006000 193.6 � 195.0 T03.2 137.E 195.0 195.0 165 4 195.0 88.5 T 17.9 145.0 195 0 193.E 195.0 103.2 129.0 195.0 195.0000* 172.1 195.0 91.7 137.E 195.0 195.0 154.5 195 0 82.fi 123 8 195.0 195.0 176.0 195.0 93.8 131.3 195.000000 195.0 161.3 195.0 86.0 120.4 195.0 195 D t48.S 795.0 79.4 127.0 195.0 I 195.D 36" 24' 28" 30' 36" 42" 48" 54' 60" 195.0 195.0 129.0 ; 172.0 195.0 195A 195.0 195.0 11 C.6 � 14?.{ 195.0 195.0 193.6 195.0 103.2 137.E 195.0 t 95.0 161.3 195.0 86.0 1t4.7 195.0 ; T95.0 138-3 1 B4.4 73.7 98.3 f 95.0 195.0 161.3 145.Q 86.0 107.5 195.0 195.0 143.4 195,0 7fi,4 1t4.7 195.0 � 195.0 129.1 193,6 68.8 1 C3.2 195.0 195.0 I 42" 24" j28' 30" 36" 42' 48" 54' 195.0 195.Q 110.5 147.4 195.0 195.0 177.8 195.0 94.8 126.4 T 95.0 145.0 165.9 195.0 88.5 117.9 195.0 195.0 138.3 184.4 I 73.7 98.3 195.0 195.0 118.5 I 158.0 63.2 84.2 179.E 195.0 138.3 172.9 73:7 92.1 195.0 ; 195.0 122.9 1$4.4 65.5 98.3 T 66.4 195.0 48" 24" 28" 30" 36" 42" 48" 195.Q � 195.0 129.0 161.3 t95.0 I 195.0 195.0 195.0 11 Q.5 138.2 195.0 195.0 143.6 195.0 103.2 t 29.0 195.0 � 195.0 161_3 195.Q 86.0 107.5 195.0 i 195.d 138.3 172.9 73.7 92.t 195.0 195.0 121.0 151.3 64.5 80.6 183,5 } 95.0 54' 24' 20" 30' 36" 42" 195.0 195.0 114.7 172.0 195.0 145.0 184.4 195.0 98,3 147.4 195.0 195.0 172.1 195,0 91.7 137.E 195.0 195.0 143.4 195.0 76.4 114.7 145.0 195.0 122.9 184.4 55.5 98.3 186.4 155.0 �" 24" 28" 30" 36" 193.6 195.0 103.2 � 154.8 195.0 195.0 165.9 } 95.0 68.5 132.7 195.0 195.0 154.9 195.0 82.6 123.8 145.0 195.0 129,1 I 193.E 68.8 103.2 195.0 195.0 66' 24" 28' 30" T 95.0 � 195.0 117.3 164.2 ? 95.0 195.0 188.6 195.0 100.5 14.7 195.0 195.0 176.0 145.0 93.8 � 131.3 195.0 195.0 72" 24" 28" 30` 195.0 195.0 107.5 � t 50.5 t 95.0 195.0 172.9 145,0 92.1 � 129.0 195.0 195.0 151.3 195.0 86,0 � 120.4 195.0 195.0 PERFORMANCE VALUES OF INSTALLATION ANCHORS Fc��FER ?0 SHEET' S FOR DETAILS WINDOW DIMS. ANCHORS TYPE `A' & 'C' ANCHORS TYPE 'H' R/0 SHEA9 CL►4 WITH SflT.AR CLIP 1:ifH OR R/0 SHEAR CLIP WIDTH � HEIGHT AT 17" O.C_ AT 10" D.C. AT 17" O.C. AT 10" O.C. AT F7" O,G. AT 10" O.C. 78` 24" 28" W. 186.2 145.0 99.2 158.5 155.0 195.0 159.fi i95.0 85.1 136.1 195.0 195.0 148.9 � t95.0 79.4 127.0 195.0 195.0 �. 24' 28" 195.0 � 195.0 110.fi 165.9 195.0 195.0 177.8 195.0 i 94.8 t 422 195.0 195.0 �v 0 v O I I °i rn Z CO f3 O 1- o- Z Q� 2 IL ao1olo O w a ° LII I 0 �1�M I' j U o� (� I O'0-M 01 ' 0 0. .Ir °i f 0- I. 6 �� • • I O jj w 1 •..' �o � • z000000 �l- d •••••• W d1� F. •••• �[ • • N-lj -Ij I •••••• F�i •' ��IJj,I li I •••••• rn �I • • • - u� • • E- • 1 ill • ••• 0 yQ(` ••• n •• • V ": VV • �� rai i �?.. I - I - L ta! M__ ANCHORS PITH SHEAR CLIP 4 [L J - to Q Nn M O M � Ni �ZJ �y o T ICALA1'VCHORS: SEE-ELEV.-FOR S7ACiNG l t? w o v rTYPE 'A':- 1 f 4 3A x 1h Kam`- CON 'I�' BY 'FLI ��( __' bag �y=t57 �, �I C7 E W I .h. - =_�a; U `` (ru 77,KSI yL 1,- Sl� hiT 2BYWOOD BUCkS �RWQODSTfUC 11/ },+liN PENETRATION INTO WOOD_, HR 16Y":BUCKS INTO, CONC_ :OR MASONRY TYPE'B'- 1 4" koec ~NN� DlA. I$WIK-CON li BY 'HILL (Fu=163 KSt, Fy=157 KSI) Z ZI`'Of 1 /4' DIA LTRACON BY 'DEL 0' I�'� (Fu=177 KSl, Fy=}55 KSI) fy u a aw DIRECTLY INTO CONCRETE o a 0 0 ,z D zip a 1-3/4" MIN. EMBED INTO, CONCRETE TYPE 'C'- #14 SMS QR 5ELF DRILLING SCREWS (GRADE 2 CRS) �, M INTO MIAMI-DADE COUN11Y' APPROVED MULLIONS a; 0 d o o ui O OR alo 0 0 0 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) c (3) THREADS MIN. TO EX:END BEYOND METAL THICKNESS `,oeelalioeJ��/ ALUMINUM: 1/8" THK. MIN. (6063-TS MIN.) q p �`+�� ®�J�� //f/ M i STEEL 1 8" THK. MIN. /F 36 KSI MIN. JAN 0 � 2019 �` �' � �i � n �I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I j PRODUCT REVISE© a 70552 - TYpiCAL" EDGE D1STANCE as complying with the Florida a i; INTO CONCRETE AND MASONRY- `2-1/2". MIN. Building Code = o NOA-No. 17-E}918.06 Al INTO. WOOD STRUCTURE =f 1" MIN. �9 INTO METAL STRUCTURE = 3 4" MIN. Ex i ation Date V 1/2023 ®•'•, TATE OF r drawing no. WOOD AT HEAD. SILL OR JAIABS SG 0.55 MIN. �� ORIO� .-•• _ By •..... ��.� 1N99-04 C-9OCONCRETE AT HEAD, HOLLOW/FILLED tLL OR JAMBS NORMAL WEIGHTCBLi KOAOT JAM SPSI INf'm = 2000 BSI MIN,am S a Pro�iuc ont ��tLt�� (sheet 6of % PERFORMANCE VALUES OF I1 73 LLJ Cr N TI _S REFER TO SHEEP 5 FOR DETAILS RINDCS I1773fS. NC$ORSaTYP'A & C. ANCHORS TYPE 'R' R1TH SHEAR CLIP �Sk"13 OR R/0 SHSAH C<..IP j HEIGHT A i7mit0:C: AT SO" O.C. AT 17" O.C. AT 10" 0 �. AT 17" O.C. AT 10" O.C. _-WIDTH S 19-?/B' `( 26" 35-3/8" 50-5/8" 63" 74-t/4" 195.0 ' 195.0 149.4 195.0 195.0 145.0 95.0 195.0 f5�.9 195.0 145.0 195.0 95A PI ; 195.0 ; ?53.5 i91.9 t95.0 I T95_Q 95.0 145.0 123.3 1S5.0 tS5.0 195.D 195.0 ?45.0 ; 130,8 � 195.0 t95.0 195.0 26-1 /2" 26" 38-3/$" 5G-5/8" 63" 74-1/4` 195.0 t 95.0 � ? 07.8 � 161.8 195.0 195.0 i 45.0 109.5 146.1 195.0 195.0 195.0 � 145A T 10.8 138.5 195.0 195.0 1 fi7.0 195.0 89.0 I i 55.8 195.0 195.0 177.1 S95.0 � 94.4 151.1 195.0 195.0 2fi" 195.0 T95.0 115.4 154.5 195.0 195.0 50-5/8" 63" _ � 195.0 78.5 104.7 195.0 195.0 14E.6 185.0 79.3 99.2 195.0 195.0 119.6 195_0 63.8 111.E 1$t.4 195.0 42' 26' 38-3/8" 50-5/8' 191.5 195.0 � 102.1 136.1 195.0 T 45.0 129.7 173.0 69.2 92.2 195.0 195.0 131.1 163.9 fi9.9 87.4 195.0 195.0 53-1 /8' 26" 38-3/8' 195A 195.0 107.E { 1 fi1.4 195.0 195.0 i 35.7 195.0 72.9 i 109.3 195 0 195.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WMDOW D 1/4" ANCHORS LNTO MASONRY 1/4" ANCHORS INTO WOOD WIDTH HFIGNi EXT.(+)/INT.(-) EXT.(+)/INT.(-) 24" 1 1 24" 28' 30" 36. ".2. 54" 60' 66" 72" 78 84' 195.0 195.0 1 0 195.0 195.0 195.0 195.0 195.0 195.0 69.1 1I 95'0 1 195.0 131.6 177.6 118.4- 161.5 I 107.6 148.0 98.7 136.6 91.1 126.9 84.6 28" 1 24" 28' 30" 36" 42' 48" 54" 60. 66' 72" 78' 84" 195.0 195.0 195.0 195.0 195.0 195.0 195.0 169.1 195.0 145.0 190.3 126.9 159.1 112.8 ' 152.2 101 _� 138.4 92.3 126.9 84.6 117.1 78.1 108.7 72.5 30' 24" 1 28' 30' 36' 42" 48' 54" 60" 66' 72' 78' 195.0 195.0 195.0 195.0 195.0 189.4 195.0 157.9 195.0 135.3 195.0 118.4 195.0 105.2 177.5 94.7 161.5 86.1 148.0 78.9 136.6 72.9 36" 24' 25' 30' 36" 42" 48" 54" t 60' 195.0 195.0 195.0 169.1 195.0 157.9 195.0 131.6 195.0 112.8 185.0 98.7 164.4 87.7 148.0 78.9 42 24" 28" 30" 36' 42" 48" 54' 190.3 169. 153.1 .0 152.2 135.3 126.9 01 112.8 108.7 96.7 1 84.6 84.6 75.2 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WLNDOW DIMS. 1/4" ANCHORS IN= MASONRY 1/4" ANCHORS INTO WOOD WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) 4$" 24" I 2S" 30. 3s" 42" 48" 195.0 14e o 190.3 126.9 177.6 118.4 145.0 98.7 126.9 64.6 111.0 74.0 4" 24' 28" W. 36" 42" 195.0 131.6 169.1 112.8 157.9 105_2 131.6 87.7 112.8 75.2 60" " I28" 30' 36" 177.5 118.4 152.2 101.5 N., 94.7 1 4 78.9 S6" 24" 28" 30" 195.0 134.5 173.0 115.3 161.5 07.6 72" 24_ 4 28" 30' 185.0 1 158.6 105.7 148.0 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 180A 1 26-1/2" 26' 38-3/8" 50-5/8" 63" 74-1/4" 195.0 95.0 195.0 167.7 190.6 127.1 1 102.1 30.0 86.7 37" ' X518- 6Y 1-95.0 177.2 135.1 120.1 102.4 91.0 82.3 73.1 i/8" I 26' 38-3/8" _185.2 123.4 125.4 53.6 ALUMINUM BUCK FRAMING 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. i I p I sMS 6. FROM ENDS.C. MAX. AT JAMBS OOO17" 17" OO.C_ MAX. AT HEAD/SILL a i 0-1 4 , 4 d, 1 n 1 /4" DIA. KWIK-CON/ULTRACON 1-3/3" MIN. CONC. EMBED PRODUCT REMISED 2 1 /2" MIN. I as complying with the Florida EDGE DIST. u!Iding Code 1" MIN. 17--0918.06 U QI �I cc 3 r loi- h�iz t Z N Q0 �1�10 Io _o 01 IpW �If j a=IX al p ca° 1 &WOO 00 • • zyr O I • .�.J i •••••• ••••• • • • ••.• • •• a •••.• #14 SMS •.••• Q • ••• e°ri .•i•.• ca AT 6" FROM ENDS •••.• Z .�•• i NI •.•..• 24" O.C. MAX. AT JAMBS• • •. • C • ,oc' • 17" O.C. MAX. AT HEAD/�ILL• ZD 1 • " • • • •. i • i0 •.•• p l t • •� II 0 '`� I •.••.• N •• W `1 Q M.• vi • • 0�� n r _ a N � r in Q 3 N ca 0 t� M Ui N L-,j- 14 SMS U) 0 Ln 1-1/2" MIN. WOOD EMBED LL _ _D w AT 6" FROM ENDS AND 0 O ¢ 24" O.C. MAX. AT JAMBS O7 I U •- Li 17" O.C. MAX. AT HEAD/SILL U` Expira hate 10131/2023 INSTALLATION TYPE INSTALLATION TYPE 96' INTO (MASONRY y 2BY WOOD BUCK OR WOOD STRUCTURES Miami -Dade Pro ct Control TYPICAL INSTAL N DETAIL ON ALL FOUR SIDES USING Al U UM BUCK SYSTEM 2.500 845 � --�; .065 PRODUCT REVIS .845 as complying with the F!o ' a .065 - 5921 I Building Code 1 NOA-No. 17-0918.06 T_ 1.125 ` 562 Ex irati n Date 10 112023 1.436 --i By 125 .903 5 Mia ade Product Cont of - ALUMINUM BUCK OPTIONAL COVER JAN 4 8 HIS 6063-T656063-T6 (sheet 7 of 7 1