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WS-18-130bap— . ®o olio Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS-1 -18-130 p al Permit Type: Windows/Shutters 't0f1wImc8tj0n: Window/Door Replacem Permit Status: APPROVED Issue Date: 3116/2018 Expiration: 09/12/2018 Parcel Number Applicant 274 NW 92 Street Miami Shorles, FL 1131010331280 Block: Lot: DANIEL MAFRA Owner Information Address Phone Cell DANIEL MAFRA 274 NW 92 Street MIAMI SHORES FL 33150- 274 NW 92 Street MIAMI SHORES FL 33150- Contractor(s) Phone AMERICAN IMPACT WINDOWS & DOC (305)328-0010 Cell Phone Valuation: Total Sq Feet: $ 13,000.00 230 Type of Work: IMPACT WINDOWS AND DOORS INSTALLATI No of Openings: 10 Additional Info: IMPACT WINDOWS AND DOORS INSTALLATI Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $7.80 $3.00 $2.00 $2.60 $200.00 $9.00 $10.40 $234.80 Pay Date Pay Type Invoice # WS-1-18-66150 01/17/2018 Cash 03/16/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 184.80 $ 184.80 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRI AL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. t OWNERS 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. Futhermore, I authorize the above -named contractor to dhe work stated. _ } March 16, 2018 Authorized Signature: Owner / Applicant / Contrar / Agent Date Building Department Copy March 16, 2018 1 OiLIZY‘ t.; VAP Ov Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING C FB1-4 Master Permit No. ws t8 _ `3v Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: 2'3L-1 N �2 ^�► Sh -e�- Miami Shores County: Folio/Parcel#:'\'3101- 033- 12$0 Miami Dade Zip: 331S O Is the Building Historically Designated: Yes Occupancy Type: Load: ConstructionjjType: Flood Zone: OWNER: Name (Fee Simple Titleholder): ,IJ�^A I C., WI c-rct Address: nil � irJ" 12 �d Ivl City: i( SrlortS State: T:I Tenant/Lessee Name: Email: �� G NO BFE: FFE: Phone#: `l 0 �0 3g IS -A y • Zip: .331 SD Phone#: -41 CONTRACTOR: Company Name: fr' & )�r l ..11pCkf} 1V i tX �( LitPhone#: 3(3& 32- bbI Address: g J W IS Si" City: 10ra State: -FL Zip: ��33 L2-(P Qualifier Name: Ems il ,,jv Phone#: 30S- 3- 9 1 49 State Certification or Registration #:SCCA 3 11502- to Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: Value of Work for this Permit: $ 13 , b OD Square/Linear Footage of Work: 2-3 D Type of Work: ❑ Addition Alteratti�on❑ New ElRepair/Replace Ti Demolition Description of Work: ')rii I" yo ►y'4 o(,OS A peca I c - b..1i0.361,1 dCo , State: Zip: Specify color of color thru tile: �/�, Submittal Fee $ Permit Fee $ aft • CP Scanning Fee $ Technology Fee $ Radon Fee $ W Structural Reviews $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ 3 • M Notary $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ , 8 9, 86 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 2.l day of .2 C_Q,W1 b r 20 I -I , by am&i MatF , who is personally known to me or w as produced , identification anwho did t e an Un ulU be -'- atun8i g I g NOTARY PUB'Pp"'��?. ? ,a% �,� COMMISSION FF225487 *'.. -Y��. EXPIRES: May 4, 2019 .AARONNOTARY.COM Sign: Print: Seal: Signature CONTRACTOR The foregoing instrument was acknowledged before me this ( day of "'Tee bce- t / 2C>sc.La1, , w as me or who has produced (7/ T ,J OOui4i Uc. Ct(2, e. .- identification and who did take an oa ,PAY e1N iatunaeugunjulugbe COMMISSION #FF225487 EXPIRES: May 4, 2019 WW.AAR0NN0TARY.COM NOTARY PUB Sig Prin Seal: by as d/ooti ✓)uoD 06 u tJL0c.P� ********************************* **** *** *************************************************************** 1 t� APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk 1/17/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3101-033-1280 Property Address: 274 NW 92 ST Miami Shores, FL 33150-2231 Owner DANIEL MAFRA Mailing Address 274 NW 92 ST MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 / 1 / 0 Floors 1 Living Units 1 Actual Area 1,682 Sq.Ft Living Area 1,373 Sq.Ft Adjusted Area 1,523 Sq.Ft Lot Size 9,375 Sq.Ft Year Built 1940 Assessment Information Year 2017 2016 2015 Land Value $206,250 $206,250 $152,250 Building Value $106,001 $106,001 $106,001 XF Value $0 $0 $0 Market Value $312,251 $312,251 $258,251 Assessed Value $197,768 $193,701 $192,355 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $114,483 $118,550 $65,896 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 6 PB 10-39 LOT 10 & E1/2 LOT 11 BLK 136 LOT SIZE 75.000 X 125 OR 13330-1802 0687 1 Generated On : 1/17/2018' Taxable Value Information r 2017 2016 2015 County Exemption Value $50,000 $50,000 - $50,000 Taxable Value $147,768 $143,701 $142,355 School Board Exemption Value $25,000 '$25,000 $25,000 Taxable Value $172,768 $168,701 $167,355 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $147,768 $143,701 $142,355 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $147,768 $143,701 $142,355 Sales Information Previous Sale Price OR Book -Page Qualification Description 06/06/2012 $157,900 28144-1583 Affiliated parties 06/01/1987 $38,000 13313-1664 Sales which are qualified 06/01/1987 $53,500 13330-1802 Sales which are qualified 06/01/1974 $37,000 00000-00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp' Version: 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: Qualifier/Owner Signature Date Print Name LINE ITEM 700-1 CGI SERIES 238 SENTINEL CASEMENT NOA# 17-0918.11 PRESSURE: +74.7/-74.7 LINE ITEM 800-1 CGI SERIES 120 HORIZONTAL ROLLER NOA# 17-0918.09 PRESSURE: +65/-65 • • ••• • • • ••• S. •• • : • •• •• • • • • • • • • a • • ••• w • • • • • • {` I • • • • • • M • • • • • • • LINE ITEM 500-1 CGI SERIES 130 • • • • • • • • • • FIXED WINDOW • • • • • • • • • • NOA# 17-0918.07 • • • • • • • • • • PRESSURE: +52.4/-52.1 • • • • • 4 • • • • I • • • • • • -• • ••• r •I• • LINE ITEM 600-1 CGI SERIES 130 (2) FIXED WINDOW • t • • • • • NOA# 17-0918.07 • PRESSURE: +61.3/-61.3 • • • • ;, • • • • • LAWSON WINDOWS MULLBAR WITH CLIP/ • • • • • c • w • • 1"X3"X1/8" NOA# 17-1212.24 f 54" 59" 1 15" • e•I • • h 1 NOT PART THIS PERMIT BEDROOM LINE ITEM 100-1 CGI SERIES 120 HORIZONTAL ROLLER NOA# 17-0918.09 PRESSURE: +60.2/-60.2 LINE ITEM 200-1 CGI SERIES 130 FIXED WINDOW NOA# 17-0918.07 PRESSURE: +46.5/-46.5 LINE ITEM 400-1 CGI SERIES 120 HORIZONTAL ROLLER NOA# 17-0918.09 PRESSURE: +65/-65 ENTRY DOOR b' 77 v-) /Le LINE ITEM 300-1 CGI SERIES 120 HORIZONTAL ROLLER NOA# 17-0918.09 PRESSURE: +60.2/-60.2 14" 5" � k— LINE ITEM 900-1 CGI SERIES 160 SINGLE FRENCH DOOR NOA# 17-1226.05 PRESSURE: +80/-80 L) Zl\�► ?•. / NOT PART THIS PERMIT 79,E Lf LINE ITEM 1000-1 CGI SERIES 160 SINGLE FRENCH DOOR NOA# 17-1226.05 PRESSURE: +80/-80 NOT PART THIS PERMIT 0 NOT PART THIS PERMIT NOT PART THIS PERMIT a 0 0 0 4 F. 3 m H • o t0 E LL G • J W Cr0 0 G OS0 d 0 U) M < ui VFW <U)O 2a,I �W W WZz vQ u N g cc O z O < J J LL A.01 RAMMS ENGINEERING, INC. '2100 W 76 Street, Hialeah, Florida 33016 Robert S. Monsour, P.E. Fl # 11955 / 0006024 .DESIGN WIND LOADS IN PSF. MIAMI-DADE COUNTY Kd = .85 (f. I FLORIDA.BUILDING CODE,42017 N../.. ASCE 7-16 WINS ODE., ' 175 MPH WIND{ZONEy I ..• Interior & Exterior Zones (4&5 - Walls) Positive Pressures .1.�.\•---.24, Exposure C For the 175 mph Wind Zone RISK CA -le ORY'2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square'F M' •, 10 20 30 40 50 N':: •'^ ' 60 1.00 0.95 0.92 0.89 . / 0.88, '''. „'0.86 •.1 15 40.4 38.5 37.5 36.7 • 36.1 ', . N38..3,r ;t;!�37.8 --t '40 0, :::::39.4: • • • 5.7.E • _}� •.• .20 42.7 40.8 39.7 38.9 25 44.6 42.6 41.5 40.6(,-- 30 46.5 44.4 43.2 42.3( ?41. 7 • .: • ; 41.1 : • 40 49.4 47.2 45.9 44.9' \- 1444.2 . " •••. 43.6: ; 50 51.8 49.4 48.1 1,47'.1 ``� • --46.4 _ • %; • • 45.7• • 60 53.7 51.2 49.8 . ` ! 48.8- 48.1 ..' .. • 47.4• _, , • .. .. • • •• • • .. , •.. • .. •. •• ••• I I. • • • • • I • Interior Zone (4 - Walls) Negative Pressures ' ,' :• •• •. • Exposure C For the 175 mph)Wind Zone RISK CA1' GORY 3.e. Height (Maximum) te Effective Wind Area (or, Tributary Area) in Square Feet 10 20 _ 30` if 40 50 60 -1.10 -1.05 -- -1'.02// -0.99 -0.98 -0.96 , 15 -43.8 -42.0/ ' I -40.9` -40.2 -39.6 -39.1 20 -46.4 -44.4,/ -43.3 -42.5 -41. 9 -41.4 ;. 25 -48.4 -46.4.. ` , -45.2 -44.4 .43.8 -43.2 30 -50.5 , -48.4 ,/ -47.2 -46.3 -45.6 -45.1 40 -53.6 .51.4 -50.1 -49.1 .48.4 -47.8 , 50 -56.2 4.,` i , - 53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 ;. , -55.8 -54.4 -53.4 -52.6 -52.0 , / Exterior Zones (5 - Walls) Negative Pressures Exposure C For the. 175 mph Wind Zone RISK CATEGORY 2 Height' (Maximum) �., \ Effective Wind Area (or, Tributary Area) in Square Feet [. \ 10 20 30 40 50 60 , -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15. - - - -54.1 -50.4 -48.3 -46.8 -45.6 -44.7 /20` -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 25 `°-\ > -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53:9 -52.6. -51.5 N. 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 ', N 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 ` 460 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever -is smaller, ,but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PE'RMI.SSION KY RAMMS ENGINEERING. ALSO, THESE TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY ROBERT MONSOUR. • .• •• • • • .•••••• •• •• •• ••••••• •...... •• •• • • • • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE_OE ACCEPTANCE (NOA) CGI.Windows & Doors, Inc: 10100 N. W. 25th Street Miami, Fl. 33172 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia midade.gov/economv SCOPE: . • . • . • This NOA is being issued under the applicable rules and regulations governing the use of cgr r tion tiver.i4ls. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-P.rod`►ctControl Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jur sdict ion (AI 14.:. • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count?Product dOntror Sectim: • •. (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) rest:118 •V right' tQ lidve tHlS • • • product or material tested for quality assurance purposes. If this product or material fails•to }idrform in'ihe accepted • •:' manner, the manufacturer will incur the expense of such testing and the AHJ may immiaiely revoke, modify, or • suspend the use of such product or material within their jurisdiction. RER reservers the. right jv•reveke this • acceptance, if it is determined by Miami -Dade County Product Control Section that this product or materiel fails td • • •: meet the requirements of the applicable building code. .. • • . • This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. .... . . . DESCRIPTION: Series__'160 Sentinel"Aluminum Outswing Grazed Doors w/wo Sidelites - LMI_ APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1-_1 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews # 14-1015.04 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. bL�ie.2ul h NOA N 17-1226.05 7 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 Page 1 . CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1•tluet• of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13•and last ev•ised on • AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. •.. •• • •• • • B. TESTS (submitted under file #13-0226.06) • •• •• •• • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • . • • • • . . 2) Uniform Static Air Pressure Test, Loading per F t(t'AS 20ia4• 3) Water Resistance Test, per FBC, TAS 202-94(+$0.Q p$F, sill S:I only) . • 4) Large Missile Impact Test per FBC, TAS 201-94 •• 5) Cyclic Wind Pressure Loading per FBC, TAS 2Q3-Q4. • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202'94 • .•••.•. • Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12 - 1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 • E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test repcytS • • . ...• • •• . G. OTHER •• 1. This file NOA revises # 13-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/g•approvec 13y,ER. • • 2. NEW EVIDENCE SUBMITTED A. DRAWINGS .•.. • . • .• •• . . . •... .. . . . • • . . 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outs'lvii Door sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooqorporationbidated • • 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform `Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). orge M. Plasencia, P.E. Product Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA•j•fpr their "Saflex Clear & Color glass Interlayers", expiring on 05/21/21.: ••• "�' • 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical•Ggplpany (M \!) jr thej; •„• "Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/AZT. Core", ehpiring on • 12/11/18. •••• •• • • • •4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., IiI' for their "TrosifolV : '. Ultraclear, Clear, and Color PVB Glass Interlayers", expiring op,A2 8/19. •, •: •; • • F. STATEMENTS • • • • • 1. Statement letter of conformance to-FBC6t Edition(2017) and oft() $Aancial'interest'• prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javadebirtad, P E. G. OTHER 1. This NOA revises NOA #14-1015.04, expiring on 08/08/18. 2. Test proposal #16-0947, dated 07/26/16, approved by RER. orge M. Plasencia, P.E. Proddct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-3 SERIES SENTINEL 18Q ALUMINUM OUTSTTING DOOR II/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (xx) LEAF DOORS WEM OR WITHOUT SIDEUIFS. SIDE UTES CAN BE ON ONE 0R BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WRH THE REQUIREMENTS OF THE 2017 (6H EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVFQ). 1SY 0R 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDDIG STRUCTURE ANCHORS SHALL BE CORROSION RES57ANT. SPACED AS SHOWN ON DEUAS AND INSTALLED PER MMIUFS INSTRUCTORS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL eE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NIGH —METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERVI.S SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE B ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SIRE SPECIAL PROJECT. i.e. LME SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING DOS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDIT1ONa NOT SHOWN IN THIS DRAWING ARE TO BE A ALY2ED SEPARATELY. AND TO BE REVIEWED BT BUILDING OFF1C1AL J/16 ANN. CUSS _f .075' Sages CP With PET Com By 'Eastman Chemical Ca.' .090- Sdhs Char And Cala Coss — BTIFIBAYERS— By 'Eastman Chemical Co: _ 090' S.nhy0as By Kuroloy America. 05 .090' Tra0ial PYB By 'Rummy America, Mc.' 3/16' ANN. GUTS SILICONE 0OYSIL 995 mess 699 GE-1200 - AT 1/4 POINTS arTa E SS TYPE 7/16- 17VE9AI. LAM. CLASS GLAZING OPTION$ INSTRUCTIONS' ust CRAMS A5 FOLLOWS. STEP t DETERMINE DESIGN WIND LOSD REQUIREMENT BASED ON WIND VELOCOY, BLDG. NOCHT, MND 20NE I19N0 APPLICABLE ASCE 7 STANDARD. FOR SINCIE (5) AND DOUBLE (XX) DOOR CAPACP1ES SEE SHEET 2. STEP j FOR SOEIDE PANEL (0) CAPACITY SEE SHEET 3 SJFP 4 FOR SNEUTE CORONATION WITH DOOR SEE MULLION CAPACITY CHART ON SILT 4. STEP 55 THE LOWEST YALIIE RESOLING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 3/16' HEAT MEND GLASS .075' SdM Kith P By 'Eastman kal e. NIERLAYERS— • • • • • •• • • . • •• • • • • • • •• •• .090' Satin Ci And Color Coss '— By 'Eastman Chemical Co' - WO' S.nvy0 q� ▪ • By TMC.1o•l , • _ .090'' hrodmvld • America, By 'Kamm" Aaerka. Inc.' 1-3/16' HEAT 51RD1'0 GLASS S4/CCNE DOWSE 995 DORM 699 GE-1200 ) / ▪ OAT 1/4 PORTS GLASS TYPE 'B' 7/16' OLFRML WA. GLASS • .•• • • • • • • • • • ••• •• •• • • • • • • • • ••• • • • •• • • • • • • • • • • • • • • PRODUCT REVISED as ...wog RIM 6B. Pl.dda Building Code NOA-No. 17-1226.05 Expiration O.t.06/062027 By Min uci Control DOORS/SIOEL11E5 ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. FE81 5 2018 1 5 drawing `W13 01I .Boat 1 011J •••• • • • • •••• • • • • • ••• • • • • • • • ••• •• • • • • •••• • • • • •••• a 3/I6' TEMPERED GLASS 3/6' AIR SPACE 1 3/16' ANNEALED GLASS 090' InteMyer Salter Cloor Pod Color Clan --By 'Footman CNelnlaal Co.' r3/16' HEAT SIREN'S GLASS 1 SUCONE DOn5R 99 r 00051E 699 / GE-1200 3/I6' TEMPERED GLASS 3/6' AIR SPACE o/16' ANNEALED GLASS .075' Interleyer 5anea CP RIBS PET Care By 'Eternal CIOMad Co.' r3/16' HEAT SIREN. GLASS SIXCNE 0004E 995 DORSAL 099 GE-1200 pI� ap \\\ \PI Q/, \\ 'G \1 XL EDGE SPACER / \� XL EDGE SPACER ST. STEEL BY 'CARDINAL'' ST. STEEL BY 'CARDINAL' I INAOR i !- e I on DURASEAL BY 'OINNFX' .._ _. OURASEAL BY 'OUANEX' / SUPER SPACER BY 'Congo' �.i \ / SUPER SPACER BY 'pW1EY / OR / \ KODISPACE 4SG TPS BY 'KOMUERUNC / NODISPACE N5G TPS BY 'KD BLERUNC U AT 1/4 MINIS AT 1/4 POINTS GLOSS TYPE 'C3' I' CNEPALL x9SLIL. UM. GLASS SJ. SS TYPE 'C2' 1' OVERN.L INSUL UM. GLASS GLAZING OPTIONS • • • • • • • • • •• •• •• • • • • • • • • • • • • • • •• • • •• • • • • • • • 3/16' TEMPERED GLASS \3/13' AR SPACE T3/16' ANNEALED GLASS .090' SentryGba 1 \-iNTERLAYERS- ByKurarvy America,Ne.' _ .090' Trnifal W8 By 'Kuraray nen.ia, Inc.' i 3/16' HEAT STREWS GLASS SUCONE DO05R 995 50000E 699 GE-1200 ST E EE SPACER OOR STEELBY'C BY 'CARD4VL' OURASFN. BY 'OWNER' OR / SUPER SPACER BY 'OUANEX' OR NODISPACE 450 IPS 61 'KOMOERLING OAT 1/4 POINTS GLASS TYPE 'CS' 1' OVERALL NAIL LAW GLASS FEB 15 2D18 PRODUCT REVISED an tr ItN the Florida Non-xe. 17.1228.05 !Antratan Date 08/08/2023 Mlarnd-15a y oat Central -1111^1111111y,y cl Y CDo5 S drawing no. W 13-01 • 42' DOOR FRAME WIDTH 6' MAX HANGED HEAD/SILL SEE ROTE.�CORNERS BELOW 12 a \ II AcrNE 1 28 1/4' D.L OPG TYPICAL ELEVATION".. 2 ANCHORS AT SOLE ENDS 6- MAX. HEAD/SILL HINGES CORNERS SEE NOTE BELOW 81 1/2' DOOR FRAME WO i J 1\' 1 \ 1 \ II IL BOLT LTNE SEE 340 11 ---„,T /0 \\ I / } A 2g ao ©I J / KA ( / / // / , POW LCCI,p \ \\ - ACTIVE JF STfC-1 111 T, SEE CRAM FOR OUAN11TY • 1 ANCHORS -TYPE 'B' AT STILE ENDS DOOR_QETIO\_S 28 T/4' D.L. OPG. 28 l/C O.L OPG. 4 NICNORS TYPE '8' AT STILE ENOS TYPICAL ELFVATTON ( XX ) SDtGIE (X) OR DOUBLE (3X) DOORS LOAD CAPACITY - 4 PSP FRAME - LEAF WTGTH THRESHOLD TYPES' LOCK SETS INSUL GLASS SPACERS WITH (X) WIDTH (XX) HDGHT STD. I A➢A SOH I cc mix CXL HOD I OIRI 37-1/4' 72' 96' 35' 80.0 I 70.0 80.0 I 60.0 60.0 80.0 80.0 I 60.0 42. 181-1/2'1 98' 39-3/4"1 80.0 I 70.0 80.0 ) 80.0 I 70.0 TOM 80.0 NOTE: VERIFY COMPLIANCE WITH EGRESS UMITATONS WHERE REOUIRED NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED NG NOTE: PERIOOSS TO HURRCANENE SMMN�G. CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 sly SURFACE APPLES FALSE MARTINS MAY BE USED •. • . . . . .... . . . • •• • • • . • • • ••• •• • . . • •... • • • ••.. • . ••• • • • . • •.• .. .. • • • • . • • . • HEAD ANCHORS OWATITY AT STILE ENDS• _ SHIM ANCHOR TYPE •e' '1: I/4' 3/6'- 1/2 SING F DR DOUR E DOORS WITH SADDLE (ADA) SILL • HiNDES• A' X 4-1/2' BUR HINGES TOP AND BOTTOM HINGES AT 6-7/8- FROM EACH END I INTERMEDIATE HINGES EQUALLY SPACED I(K•K SETS. (3) HINGES PER LEAF LPID 35' LEAF worms (STD. THRESHOLD ONLY) SOY . SCHLAGE (4) HINGES PER LEAF ABOVE 35' LW WIDTHS (STD. THRESHOLD) CC COPPER CREEK (4) FENCES PER LEAF ALL WIDTHS (SIDOLE THRESHOLD) BLO - BALDWN -N GLASS N511 ATT9K- CXL . CARDINAL XL KOO KODISPACE WAN WANE% DURASEAL WANE, SLWERSPACER DOOR DI O 71M5, D.LO. HEIGHT . FRAME HEIGHT - 12.875' 0.1.0. WIDTH (X DOORS) . FRAME WIDTH - 13.75' O.L.o. WIDTH (XX DOORS) . (FRAME MOTH - 25)/2 FEB152018 PRODUCT REVISED MN i1N Flxlda WRdNIB NOA-Ho. 17.1228.05 Expiration Date08/0S/2023 111 • . • •• • . 0.3 1/0' sOELRE WIDTH HEAD/SILL CORNEAS FRAME HEIGHT 83 1/E LI S '/ a 1 ••. • • • • •• •••• • • • • •• • • • • • • ••• •• • • • • • • • • • • • •• •• • • • • • • •-• • (65 I/O" MAX. 42' 81 1/2• 42' SIDELITE WIDTH HEAD/SILL CORNERS 000R FRAME MOTH r 6' 33• SIDEUTE MDIN 11111 / FOB& LOCK \ \\ + ; _cam-_. i R I I 1 `1L__ 1r'- DUAL SEE ' Vf, kg So II 11 / /f T 1 m D.L GVG. 1 1 1 1 1 - - .vn s �--' N N N 1 _-� ; 1- 1 n.INACTIVE SIDEI2T6 LOAD CAPACITY - P5F 0E STAND ATONE STATIONARY PANEL (0) FRAM[ GLASS TYPES 'A', 'M. 'CI' CLASS TYPE 'C2' GLASS TYPE '0.3' MOM HOLM ELT.(4) INT.(-) IXT.(+) I u.'f.(-) DTI.) &R.I-) 30' 80.0 80.0 660 00.0 80.0 80.0 33• 80.0 80.0 30.0 800 80.0 80.0 36' 84' e0.a 80.0 80.0 80.0 80.0 ea.0 37-1/8' 80.0 80.0 80.0 80.0 80.0 80.0 39- 80.0 80.0 80.0 50.0 80.0 80.0 42' 80.0 80.0 60.0 80.0 60.0 100 30• 00.0 60.0 80.0 80.0 60.0 600 33. 60.0 800 80.0 60.0 60.0 80.0 36' 90' 00.0 60.0 60.0 80.0 80.0 80.0 37-1/6' 10.0 80.0 80.0 60.0 80.0 60.0 39• 60.0 80.0 80.0 80.0 80.0 80.0 42- - - 70.0 70.0 80.0 80.0 30' 60.0 60.0 63.0 80.0 60.0 I 80.0 33' 80.0 80.0 00.0 10.0 80.0 80.0 36' 98' 800 80.0 • 60.0 60.0 00.0 80.0 37-1/8" 800 60.0 00.0 80.0 00.0 00.0 39' - - 70.0 70.0 60.0 60.0 42. - - 70.0 70.0 80.0 80.0 ILA 37 1/6' D.L OPG. 28 1/4" D.L OPG. TYPICAL f)JVATON ( 0%XO ) SIDELITE OPTIONS i9 ARS INN II ATOR !IMITATIONS FIR WW1 RFS rook THAN 37-1/8. ONIY Pt) e: 96' HEIGHTS FOR GLASS ITIv 'C2' A '03' OUANE3 DURAREA & SUPOSPACER NOT ALLOWED FOR GLASS TYPE 'CY CARDINAL XL (UNIT MAX. LOADS TO 4700 PSF) 510FI RE 11 0 DIMS, D.L.O. HOGHT - FRAME HEIGHT - 12.875' D.L.O. WIDTH - SIDEUTE worm - 6' STAND ALONE SIDEUTE ONLY D.L.O. WIDTH - SIDEUTE MDTH - 4.875 SIDELITE TO DOOR ONLY • • • • • • • • . • •• • • • • • • • •• • • • • • • • • • • • • SEE CHART FOR PANDIT HEAD ANCHORS °UANRTY AT 5111E & MULLION ENDS ANPAIR TYPE SHIM '6' I4 4 3/8' 6 8 1/2 _ NOTE THE 79096 AREA OF ALTERNATE SIZE MUST NOT ENCEED TESTED FRAME AREA = 110.3 50. FT. FEB1 5 2818 PRODUCT REVISED ��qtp Mte the ybt1A. Bw1181we od. NOA-Ne. 17-1226.05 [NOM.Oew 0.5• 08)08/2023 By w.184O ..ewer Central \it II NoAAA' yrR a1 ?/ONO( • • • l(a 3 R sheet 3 0(13j • •..• • • • •••• • • • •• . • • • • .. •• . . . • • .... . • . .... • • . .. .. • •.. • • • •. . • . • • • • • .'• ➢6SICN LOAD CAPACITY - PSR SIOELIl!• � PSIOEAME SIDYLIT6 TO DOOR YLILOR (SEE MOM BELOW) WEIN INCHES WWII INCHES IECHT INCHES EM.(o) INT.(-) 24 80.0 80.0 30 60.0 00.0 33 80.0 80.0 36 39-3/4 64 80.0 W.0 37-1/6 60.0 eon 39 60.0 60.0 42 00.0 60.0 24 60.0 80.0 30 60.0 800 33 60.0 60.0 36 39-3/4 90 60.0 600 37-1/3 80.0 60.0 39 80.0 60.0 oT 60.0 60.0 24 60.0 60.0 30 60.0 60.0 33 80.0 60.0 36 39-3/4 96 78.3 76-3 37-1/6 77.2 77.2 39 75.4 75.4 42 72.6 72.6 010031E WIDTH LEAF WIDTH DOOR FAAYE MOTH SA4C E (X) .2- IA4x. DOUBLE (XX) 61-1/2- MAX. 9TDFLITE TO DOOR NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIOEUTE CAPACITIES SEE SHEET 3. FOR SIOELRE MUWON CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS. SIDELLTE. D00R/SIDEUTE OR DOOR/DOOR MULLION CHART MU. APPLY TO ENTIRE SoSI[M. ( xD ( Ox SIDELITE DOOR FRAME WIDTH WIDTH ©iI MU.UON"' . DOOR STILE ENO ANCHORS ( XXO `END ANCHORS SEE SHEET 3 SEE SHEET I DOOR FRAME WOOL MU.UON"' . DOOR STILE ENO ANCHORS ( XXO `END ANCHORS SEE SHEET 3 SEE SHEET I DOOR FRAME WOOL MOTH WIDTH Lb„ LLIi ( 01IX0 ) PRODUCT REVISED UWECNE Lod shl wlt9 t9. Raidsid. MOA-Mo. 17-1226.05 EM0.644 0.140610612023 .x --_ rodud Control • • •• • . •• • • • • • •• • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FEB 1 5 101E 2 e 5. Q sheet 4 0613 • f .L TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING a POURED t HARDENED WON STRENOM GROUT I'v - 5000 PS WN. _NOT BY CO WINDOW BUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD MAR JO (SOLID 90I6 OPTIONAL TO GROUT) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING $W\UARD TITRESF LS APFROVED FOR WATER INFILTRATION RESSTANCE SADDLE (ADA) THRES➢OLD NOT APPROVED FOR WATER MFLLTRADON RESISTANCE OMIT MAX. DESIGN LOADS TO 270.0 PSF DOOR DETAIi . . • .... . . . • .. . . • . ..• .. . . • . .... • • .... • . . . .. . • . . . • • . • • • ... . • . S. . . . ▪ . .. FEB 1 5 1018 . . . .. • PRODUCT SREVISED 1 with the PI.rMau1N1Ep NOA-No. 17-1228.05 upnnen P.R. 08/08)2023 sr NI uct Con4u1 • • • • • D2 8 R ■ Orornng no. W13-01 mast 5 0113 f TYPICAL NN:NORS SEE ELEVATIONS FOR SPACING / WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL. ANCHORS: SEE ELEV. FOR SPACING .." TYPE 'A=-1/4. ONA. UITRACON BY 'NCO' (r,,-tn KU, F,t . 55 AST) MIR. LENGTH - 2-3/4" INTO 2BY WOOD BUCKS OR WOOD- STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 113Y BUCKS INTO CONC. OR BLOCKS ."I. 1-3/4- MIN. EMBED INTO CONCRETE (HEAD) 1-1/4- MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE '8'- 1/4. DIA. ULTRACON BY 'ELCO' (Fu-11Y 161E F)t.155 ASS URN. LENGTH - 2-3/4- DIRECTLY INTO CONC. OR BLOCKS 1-3/4. MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4- MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'C'— 1/4- DLA. .(5 OR SEI F DRI I IN S .REWS (CRACIE S CRS) INTO A(AAI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8- THK. MIN. (6063-T5 MIN.) STEEL 1/8- THK. MIN. (Fy - 36 KSI MIN.) (STEEL W CONTACT WTIH ALUMINIM TO BE RATED OR PARED) TYPICAL EDGE DISTANCF INTO CONCRETE AND BLOCKS w 2-1/2- MIN. INTO W000 STRUCTURE INTO METAL STRUCTURE - 3/4- MIN. W000 AT HEAD OR JAMBS SC - 0.55 MBA. CONCRETE AT HEAD. SILL OR JAMBS Cc - 3000 PSI MN. C-90 HOLLOW/RUED BLOCK AT JAMBS Im - 2000 P51 MIN. ANCHORS MAY BE HEX OR FEAT HEAD. EDGE DST. I S TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DOOR DETAILS •. •• • • • •••• • • • • •• • • • • • • ••• •• • • • • •.•• • • • • • •.•. • • •• •• • . • • S. •• .• • • • • • • • • • • • • N • • • • • •• • METAL • ___________�, STRUCTURE I I MINA -OE COIIRY APPROAD II IM : CLIPPED MILLION SEE SEPARATE NSA FEB1 5 2018 XK.1 ANCHORS SA SEE ELEVATONS FOR SPACING PRODUCT REVISED I with No Florida NCIAW NUB -No. 17-1226.05 expiration Oats 06/06/2023 • M1•111 P/MctTo t T U • • • • • • • c A O U 2BR 7. a S S ( drawing . W13-01 neat 6 0T13/ S/S. W.X. LW BEARING SNtw TYPICAL ANCHORS SEE ELEV. FOR SPACING YETAL 1 STRUCTURE lag, l 0� l/1- LOX. LOAD DEWING SHIM • f1 MT YVOO� . SEE NOTE SHEET 1 PRODUCT REVISED as p MN the Florida Building NOA NO. 17-1228.05 Eaplwtloa Data* u . 8/2023 By uct I I TYPICAL ANCHORS SEE EIEV. FOR SPACING DOOR DETAILS •••• • • •• . • • • •..• S. • • • • • • • • ••• •. • • • • •••• • • • • . • .. • • •• •• • • • • ••• ••• •• • • • • • • • • • • • • • .. • •• • FEB 1 5 1p11 • • • •• • • •• • • ie.I to r • • • ••. • • • • • • • • • • • •• • • • • . • • • ••• •• • • • • •••• • • • • • • • • • • • • ••• • • • • ••• ••• •• • • • • • • • • • • • S. • • w• • • • • • TYPICAL ANCHORS SEE ELEVATORS • S. • FOR SPACING--� ' � ! {(I MAIM .WIB FASTENERS FORSEE t 3 I W. LDS SENIVEL IN uu o ooce (ULL/SU AL-FAROOQ CORPORATION CCI Windows and Doors, Inc. ENGINEERS IL PRODUCT DEVELOPMENT 93150 SUNSET DRIVE. SURE 220 10100 N.W. 25TH STREET 9UAMI. FLORIDA 33373 (c.I.N. 330D) MIAMI, FL. 33172 TEL ram 0.Li0o0 FAICOOM06aaa>aj TEL (305) 503-6590 FM. (305) 593-6502 COUP-ANL WI JAM SPACING C°'CRETe . le % DOOR JAMB lalaillib © 2 & cx SN 3 ii FO , 9 $�,. 1 E� .3i p 10 i Li,l�J, U REVISED PRODUCT REVISED U EXTERIOR 1. NOL 17-1226.0S © I I Expiration 0.t.Oa/0Sno23 1r.. s LEAF WIDTH DOOR FRAME WIDTH D.L CPC. - Mlamcaa q• rodkt Control S�E W01N it g 12• MO ENGLE (M) B1-1/2• MAX. DOUBLE (XX) 1/2• PAX. O 5 r LOAD BEARING. SHIM .. O O JAMB FASTENERS J .. .. CONCRETE . 0 FAT1G FOR DOOR A J jPAdxG �i An WSONR z,- 1 • �• L-- •.. � \- EXTERIOR � ;:, D.L OPG. LEAF WIDTH MINN „.I: TYPICALANCHORS` SIDELTE WIDTH DOOR FRAME WHIM DNyW' 1E�. . a a =0©YLE § r a,1 r - LCRO-1 SEE ELEV. FOR SPACING sr LUX UNCLE (X) 81-1/2- AWL DOLRILE (XX) FRAME W0M - Ilittl/I APPLY SEALANT BEFORE WING Jr EN 'S., ice\ FEB 1 5 1018 = �'' \, 'osex * = - CONCRETE. •. _ .° . NOTE' LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/S' = dronany no. W13-01 ° �' OF TYPICAL ANG0R5 EDGE or,r. S AAC %rl/0`YALIIE SP SIDELITE DETAIISJ `` shoot 9 or 737 • . • .. . . • .... • . . .. . • .... . . . . . . . • • • . • . • ... .. . .. . . • . . • • .. . . • • .. • • • • AL-197 AL-194 AS RE00. A-199 AL-191 1204 U PASS AS RE00. AS REDO. AS REDO. AS REDO. AS REDD. AS REOD. AS RECO. DESCRIPTION FRAME HEAD a SLL FRAME JAI. SOELRE HEAD k SE FREE STANO.IO SIDELIOE JAMB PANEL TOP k BOT10 PANEL 0FRTIICAL STILE PRATE HEAD & ST. SCREW COVER FRAME HEAD A SLL SLANTED SCREW COVER GLAZING BEAD (7/16• VM.) GLADNG BEAD (1.000' INSUL-UAL) SHEAR PLATE FREE STAND AAMB SCREW COVER SADDLE THRESHOLD (ADA COMPLNHI) THREE POINT LOCH ASSY. (AT ACTIVE PANE1. USED Rt ALL OPTIONS) FLUSNOCLT ASSEMBLY (AT 1UCTNE PANEL USED BY ALL OPOONS) LEVER LATCH LOCK AT ACTIVE PANEL 20 MO-5455 AS REDO. DUMMY LEVER. AT PLACTNE PANEL 21 HD-5231 AS REDD. MAMMY (IHUMBRWN), AT ACTT< PANEL 22 00 TORSOS AS REDD. LEVER LATCH LOCK AT ACTIVE PANEL 23 I 210 TOR60! AS REDO. DUMMY LEVER. AT INACTIVE PANEL 24 I J060 AS ROOD. CEADBOLT (THUMenmN). AT ACTIVE PANEL 25 HD-34-10116 AS READ. LEVER LATCH LACK. AT ACTIVE PANEL 26 MD-34-10116 A5 REDD. GUMMY LEVER. AT INACTIVE PANEL 27 25 28A 29 29A 30 D- 0B2410 14]-537 HD-5- 35 0-SSen AS RECD. AS ROOD. 2 /PATE AS REDO. 1 /PLA AS REDD DEADBOLT (THUMBTURN). AT ACTIVE PANE. LATCH LOCK STRIKE RATE LOCK SET OPTION I LOCK SET OPTION 2 LOCK SET OROON 3 /e K 3/4' PHP. EH SATS (STRIKE PLATE ATTACHMENT) DEAD80UT STRKKE PLATE /6 3/4' PPP. FH SUS (STRIKE PLATE ATTACSAOOT) LATOL LOCK STRIKE PLATE 5H 6063-T6 KEYMARK / SAPA 6033-TB KETVARK / SAPA 6063-T6 6063-Te KEILARK / SAPA IEYWARK / SAPA I KEYIWN / SAPA 6063-TO IEMAARK / SIFA 6063-T6 6063-T6 MOAN K / SAPA REYMANN / WA NEWARK / SAPA KEYWR0 / SARA 6063-T5 KEYMARK / SAPA METAL ALLOY, STEEL S. STEEL S STEEL S.SIEEL S. STEEL NY<ON 31 n0-390P AS REOD. IKON LOCK & DEAOBOLT STRIKE PLATE MYLON KEYMARIE / SAPA NLYMMK / SAPA KEWARK / SARA KEwARK / SAPA CB PROPRIETARY CW PRoPRETMTT Ca 32 33 33A ND -STOKE BOX ND-525-0-REV NO-533C AS ROOD 2 /LOCN'MLCN 1 /FLUSP.BCIT LATCH LOCK A DEADBCLT PROTECTIVE DUST BOK BOLT LOCK ASSEMBLY FLUSH BOLT GUDE (TOP k 80TTOM) MIEN S. STEEL CAST (ZINC) CO CD 34 10-CH-106 0-A6600-U4432D 4 /LEAF 4 /LEK 4-1/2' , 3 HINGE 4. HINGE AUNNUM BRASS COI PROPRLCTARY NADER 35 37 38 140-I14600-1.5 03/C-16 ROD WS-352V 39 40 41 42 43 w5-R33321 HD-203 HD-12-10042 RS-32011 HO-a., ANGLE 4 AEA" 2 /LEAF AS RE00. AS RECD. 2/LEAF AS RECD. AS ROOD. 2 /EACH 3 /CORNER 4-I/2', A HINGE 43/TH-16 1LKLY THREADED ROO (21Nc PLATED) CUE RNC Bug (OUR:METER 75/130) S. STEEL STEEL PVC URGER PROTOTYPE .157• , 320' DORA SOFT FIN WEAInuoIRIP SHOOT BOLT PROTECTOR. AT 000R FRAME HAD k SILL PVC ILTRKAB .35G' REACH POCKET SEAL (CRANE PERNETER CASKET) FOAM -RITE CLOSED CELL FOAM CONPRESSON SEAL 2 , 2 , 1/4• CUP ANGLE (ADA THRESHOLD TO JANE ATIACNELENT) /10 I PHP. PH (PANEL A ASSEMBLY) ILO 1.1 S. STEEL AAIESBURY AMESBURY 45 ELEV. /14 , 3/4' H91. TEO (MUIXN ATTACAUEAT) S. STEEL 46 RI5 OE . 4/CUP /12-24 , 1/2' RC UC. THREAD S. STEEL 47 48 49 .3 2/EACH /6 , 1/2' PROP. IH. SAS. (ASTRAGAL ATTACHMENT) I/EACH 4 /tEK /10 , 3/4• PIP. PH. SMS (BOLT LOCK / FLUS90LT CODE A55Y.) A3/6•-15 SERRATED -FLANGE NUT (ZINC PLATED) S. STEEL S. STEEL STEEL RACINE LEAP OPERATION OR DPAD6CLT (MTTN KC( PROM THE EXI460R OR 1I1LYBDAN FROM THE 6fRAARO ) ACTIVATES RE THIEF -POINT LOCK MECHANISM RECARO FS5 CP LOCK SET OPTION INSTALLED. SECTION AT DEAD80LT LOCK /4), fYir EXTERIOR SECTION AT LEVER LATCH LOCK SEALANTS' ALL JOINTS AND FRAME CONNECTIONS SEALED WITH GE SC52000 SILICONE SEALANT. PRODUCT REVISED as Nth the Merida Building ~ NBA-N.. 17-1228.0S expiration B.t.08/ A 8/2023 MC On 50 51 HO-ODOR SWASP 2 /FUUSHBOLT 1/EACH /5-32 , 1/2' PNP. PH. MS (RUSNBOLT AsSEMELY) DOOR SWEEP (OPTIONAL). SECURED R/ /6 , 1/2' PHP. PH SIAS 52 HD-34-10003 I /SCREW HOLE NSTALLAIKN SCREW HOLE RUC (AT DOOR FRAME JOBS ONLY) 53 2/ UM SETTING BLOCKS S. STEEL SCREEN TECH A FEB 15 2p18 ^IS T �JjJK WI 21� 31 Ir S wn sheet 9 of13 ... . . .• .... . . . . .. . . . . ..• • .. . .... • . . . . ... . . .. .. .. . . . • . . . • • • • • • • • • • • ..• .. • •• • ..• XT. MAXIM 5. ▪ 5RR SM. Wt. VoleArlt tor MD .0 VotiM1 01. a _,IllM,0/WI, FEB 15 1018 UNLOCKED POSITION LOCKED POSMON d PRODUCT REVISED s with thdo NOA,N. a. +7.+226.05 laylratlon .at. 08/08/2023 8y Mlatn 6 • • •... • . •.... • . • . .. . . • . . . ..• .. . . • . .... . .... . . . . .. .. . . . . ..• .. .. • • . • • . •. . • • •• . • . • . ..• • .. . • . . . . UNLOCKED POSRION 1I LOCKED POSTTION cP .c?eCer w PRODUCT REVISED vk%% fth the Mo. NOA-Nm NOMt17.1226.05 Explra0on Dare oaroano23 ey Ina noduct en1T NOTE: FLUSH BOLT AT INACTIVE STILE (PARTIAL TOP END SECTION SHOWN. BOTTOM END SIUILAR) Jnul FEB 1 5 toll CO: 4.V 0 a € i.g oLog & gNom Lsw=e- tIggl gd 1 8 S sla B S 6 6 Era+mng no.1 W13-01 Lanaat 11 Of 13' • • • .... • . . .. • . • . • ..• .. . • . • • .... • . . .... . • .. .. . • .. ..• .. .. . . • . . • . • . . • • . . .. . .. • • • . • . .. • 5.a25 .750 1.590 .100 Q DOOR FRAME HEAD/SILL 12s L1.507.J O FRAME COVER SIDEUTE TOP & BOTTOM FRAME 1.62�2 v SILL COVER O6 TOP & BOTTOM RAIL SIDEUTE JAMB COVER 5.500 .060 1.62a 1.440 4.495 O HINGE & LOCK STILE .245 O ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE O .125 .500 4.000 SADDLE THRESHOLD 0 DOOR FRAME JAMB 04 070 .420 �3.005 2.000 i 075 SIDELTE FRAME JAMB 1.415 { SIDEUTE MATING JAMB 75 .995 J 1.,64 L GLASS STOP (LAM. GLASS) .995 .062�4°54 64 L GLASS STOP (INSUL. LAM. CUSS) PRODUCT REVISED qy1 w1D, the Mond. I06dI0 Cod. NOA-No. 77-1226.05 Expiration Dot. 06/08/2023 .BYi.e aim sheet 120113) ... . . •. • .... .. . . . . • . . .. .. • . • . .... . • . .... . . .• .. . . .. ..• ..• ... • . . • . • . • • • . . .. . • . . .. . • . • . . • . . ASSEMBLY FASTENERS TO BE INSTALLED PEOB TO JONN6 MATING JAMBS ter MOLE TAP-� MATING JM1B FASTENERS SEE SHEET B FOR DETA. DOOR FRAME TOP & BOTTOM CORNER I EAF TOP h BOTTOM CORNER ACCESS NOTE /) . SIDE' ITF JAMB CORNFB TOP & BOTTOM SARIS E THRFSHDI D CORNER ASSEMBLY FASTENERS TO BE INSTNEEDD" PRIOR TO JONNC MATNG JAMS SIDFI OF MATNI JAMB CORNER TOP & BOTTOM PRODUCT REVISED .9 complying with the Florida Buildg Cede NOA-No. 17-1228.05 Bopir.Men Dot. 08/08/2023 By t Conwl FEB 1 5 2018 Sal IQvgg �..� 2EN Usti o 2 ofog Q0llia: a DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) FLawson Industries, Inc! 8501 NW 90 Street Medley, FL 33166 SCOPE: MIAiVII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv .... • . • ...• . • . •. • • • • • . .. •• • This NOA is being issued under the applicable rules and regulations governing the use of'CtJriStruction materials. Tk• • •• • documentation submitted has been reviewed and accepted by Miami -Dade County RER -J r Zit t Coniuol.Section to • be used in Miami Dade County and other areas where allowed by the Authority Having Ju ti tion (A IJ)� • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cough•hoduct eutiroI SectiQ�• • • • (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) rev,the right tp have this •• product or material tested for quality assurance purposes: If this product or material failsto.reeform to the accepted..:• manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revo•Ice, modify, or suspend the use of such product or material within their jurisdiction. RER reserve/tte•right •te• evoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or m9ttrlhl fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement— L.M.I. APPROVAL DOCUMENT: Drawing No. LAW-ML-1001 Rev D, titled "Aluminum Tube Mullions" sheets 1 through 10 of 10, dated 04/27/10 and last revised on NOV 21, 2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Non -reinforced mullion tributary width (W) VS span and type in sheet 3. See reinforced mullion tributary width (W) VS span and type in sheet 5. See mullion types and properties in sheets 2 & 4. 2. See clip anchors type selection in sheet 10 and installation in sheets 6 thru 9. 3. Lower design pressure of the mullion and/or glazing product may control for the entire assembly and to be reviewed by AHJ. 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. 17-0222.13 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 !shag I. Chanda, P.E. . • NOA No. 17-1212.247Z Expiration Date: May 30, 2018 Approval Date: February 01, 2018 Page 1 . • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files. A. DRAWINGS 1. Manufacturer's die drawings and sections.(Submitted under NOA's No. 02-0501.05 & 95- 1212.09) 2. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions", sleets•l. througlilb of 10; dated 04/27/10, with revision C dated 02/16/17, prepared by manufacfire 'signori aw. sealed by Thomas J. Sotos, P.E. • • • .• • B. TESTS •••• • •1. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared Uy Hurn; and • • Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 1.L9/1002, tested tier ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) • • 2. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBG,.TT1 202194 . • along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E.(Submitted under NOA No. 02-0501.05) 3. 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 120" span aluminum tube mullion with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E.(Submitted under NOA No. 02-0501.05) 4. 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 sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. If TL-1376, dated 01/31/96, signed and sealed by Gilbert Diamond, P.E.(Submitted under NOA No. 95-1212.09) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond, P.E.(Submitted under NOA No. 95-1212) Ishdq I. Chanda, P.E. Product Control Examiner NOA No. 17-1212.24 Expiration Date: May 30, 2018 Approval Date: February 01, 2018 E - 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, •igned and se i4,by Thomas J. Sotos, P.E.(Submitted under NOA No. 12-0127.07) •.. •• •• . • • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RFC).. • . • • • • • • E. MATERIAL CER'i LI ICATIONS • • • • • • • 1. None. ' ..'• • • F. STATEMENTS •• • •• • 1. Statement letter of conformance, complying with the FBC 5th Edition (2Q14), dated Februarg 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/20/12, issued, signed and sealed Iy Thomas J. Sotos, P.E.(Submitted under NOA No. 12-0127.07) 3. Laboratory compliance letter for Test Reports No. HETI-02-1714, HETI-02-1716, HETI-02- 1717, HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 4. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E.(Submitted under NOA No. 02-0501.05) 5. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 04/07/17, signed by Nelson Erazo. G. OTHERS 1. Notice of Acceptance No. 14-0908.08, issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.", approved on 11/06/14 and expiring on 05/30/17. 2. One year approval, subjected to successful verification test. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. LAW-ML-1001 Rev D, titled "Aluminum Tube Mullions" sheets 1 through 10 of 10, dated 04/27/10 and last revised on NOV 21, 2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. Note: This revision consist of editorial changes of FBC 17 (6th Edition) code compliance. B. Test 1. None. C. CALCULATIONS 1. None Is'haq I. Chanda, P.E. Product Control Examiner NOA No. 17-1212.24 Expiration Date: May 30, 2018 Approval Date: February 01, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER).• • •• • E. MATERIAL CERTIFICATIONS • 1. None. • • . • • ••• • • F. STATEMENTS S. • • • 1. Statement letter of conformance to FBC2017_(6".Edition) and "No finenc:aainterest"dated • 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Solos, P.Z. 2. Letter from manufacturer requesting a 1-year extension to allow time to ¶erfvrm v iri€oa ion • test, dated 04/07/17, signed by Nelson Erazo, Senior Design Engineer (Submitted i MdBr file 17-0222.13) .• •• • • •.•. • • • • • • • • •• •• • • • G. OTHER 1. This NOA conditionally revises # 17-0222.13, expiring 05/30/18, subjected to successful verification test. tstA.H l.(,c-6„ .., Is iq I. Chanda, P.E. Product Control Examiner NOA No. 17-1212.24 Expiration Date: May 30, 2018 Approval Date: February 01, 2018 E-3 ANCHOR/CLIP GLAZING PRODUCT ANCHOR/CLIP -HORIZONTAL MULLION GLAZING PRODUCT V'\ VERTICAL MULLION GLAZING PRODUCT ANCHOR/CUP-, VERTICAL_ MULLION GLAZING PRODUCT W1 II ,, W2 W3 MULLION SPAN WIDTH (W) +W2 + W3 ANCHOR/CLIP VERTICAL MULLION GLAZING PRODUCT WI * W2 2 A A GLAZING PRODUCT VERTICAL MULLION ANCHOR/CLIP HORIZONTAL MULLION GLAZING PRODUCT MULLION SPAN —HOR,ZONTAI. MULLION WIDTH (W) - Wl + W2 TYPICAL_ MULLION ARRANGEMENTS • . • • • •• • •••••• • •••••• • • • • • . •••••• • • ••• •• •••••• • • • • • • • • • • ••• • • .•• • . • • • • • •• •• • • • •••••• • • ••• • • • •• • T,ESE MULLIONS ARE RATED FOR LARGE MISSLE IMPACT AND CAN BE USED Willi ALL LAWSON'S MAW -DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLION USING MULLION PROPERTIES ONI Y GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESICNEO TO COMPLY NATH THE RECUIRCMENTS OF THE FLORIDA BU'LDWG CODE (2014-50I Edon A 2017-6II UN.) INCIL:b1G WOi VELOCITY M_RRONE ZONE (YMZ). 2. ALL GLAZING PRODUCTS USED WIN THESE MULLIONS MAST MEET THE APPUCABLE FLORIDA DWG. COOS REOUIREMEN'S I.E. MN) LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS EIC. 3. NULUONS ARE APPROVED FOR IMPACT AND NOS -IMPACT APPLICATORS, INCLUDING WNDOWS, DOORS OR CONB'NATIONS MAY BE MULLED. A. W000 DUCKS BY OTHERS. MJST BE ANCHORED PROPERLY TO TRANSFER LOADS 10 THE STRUCTURE. S. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANLIRTIS ENZDME'NT TO BASE W.IEMAT SH.4l BE DEVOID WALL DRESSING OR S'UCCO. 6 AN]1DRING OR LOADING CONDTCAS NOT SHOWN IN THESE DUALS ARE ROT PART OF THIS APPROVA.. 7 A LOAD DURAIES ,ICREA.SE IN ALLOWAME STRESS IS USED IN DESIGN OF W000 ANCHORS ONLY. S. WATERMLS INCLLO'NG BUI NOT LMITEC TO 51TE1. OR META. SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERA.S SMALL MEET THE RECUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.M.a • MULLION &.C'IP NOTES: I °OR MUI.LIONT WITHOUT REINFORCEMENT REFER TO SHEET 7 OF !T FOR DETAILS AND NOTES. • REFER TO SHEET 3 0= 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 7. FOR MULLIONS WITH SI EEL REINFORCEMENT REFER TO SHEET 4 OF 10 FCR DETAILS AND NOTES. • REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, B, & 9 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS •••••• � • •••••• • . •••••• • • • • • • • • • ••••• •••••• • • 000000 •••••• • • • • • • • • . • •.• • ••••.• ...... • ... . • •••• • • • . . ••• •• •••.•• .•• ••..•. • • ••.. ••.•.• • • ••.... • .• .• ...... • . . • • • • • • . •. . • 690 136'TR 3000 450,1 2%MULU 5 CLIP 6C63-16 yrl - si.. 123 - .506 IX YUILON C.I. 6063-T6 --;26 MN. 030 NOTCH OPTIONAL MCI CUP —2� 6063-T6 2250 6003 2000 2 X 6 STD. TURF MUI LION 51ANOAR3 TUOULAR SHAPES r. ALLOY TYP. WALL- 125" ALL 1 6061-T6 `` `TPICAz;Nc 1 rAAPR}DUCT A U00C- 000+,f n`4611VULLIONS 'C^� INC,, TYPICAI G( A71Nf PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW CR DOOR APPROVAL KIR FASTENERS SIZES 1110 SPACING CLIP LENGTH "L." 1.688' 2.688' 2 X 4 2 X 6 MULL I x 2 I X 3, X 4 3 688' 3 688' 5.688' 1. ALL CUPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANC ES ARE NOT FIT SNUG INTO TUDE MULLIONS. SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10 062J 062 (( c.125 4Dy0 I X 4 CUSTOM MULLION 6063-16 IAA: 2.070 in: SAA: 1.035 in4 (FLANGE FRAME) 2 X 6 STD. TUBF YUI LION 6063-16 ILA: 8.280 in Soo: 2.760 15011 — 7 1132 3000 13462 II 11- L NO I' 1.tee= 1 X 3 CIIS'OM MUI LION 6063-T6 60: '1.000 . Sim 0.667 id! (FN FRAME) .. 4.0 L.125 2 X 4 STD URF MULLION 6063-TS 2.980 ;n S*R: 1 090 INSTRUCTIONS: USE C46RTS AND GRAPHS A5 FOLLOWS. STEP 1 DETEIMNE OE0CN LOAD RE3M'RE0 FOR 11.1mGUUR OPENING. STEP 2 50 020 EM RMED GA21NG PROUGCTS WELL,.A00VE LOAD STEP 3 USE CONNECTON 'O 4L.11.0.4 AS PER PROO.C1 APPROVAL STEP 4 5P•-CFF NAM.. M SPACING. USING CNAR'S ON SHLET 3 OF 10 5E_ECT WILON SITE STEP S WI14 0E54N RAIIG WORE NM OLSON LOAD SPECIF,EO N STEP I A}WE. US'NG ANCHOR TYPES CN SHEET 6 1(B3 9 ANO ANCHOR (41AR15 53FP 6 06 SHEET 9. SELECT ANCHOR TYPE will DESIGN 5*77.G YORE THAN THE CE50N 10605 SPECPIE0 N STEP 1 A6000. f125 .136J _I51JL. -106"c .ti I X 3 CUS OM MULLION 6063-T6 Iv 0.950 in. Sit:. 0.633 ink (FLANGE F9AAIC)' 0 r-i II X 4 STD TUBE MULLION 6063-:6 Gig: 2.070 Sim 1.035 2400 1505 L1000- I IN-, I X 2 OU5T0M MUL) ION 6063-T6 Ixx: 0.370 it So.: 0.370 in. (FIN FRAME) C [ 062 362 • ••. • • • •. • • • • .•.... • • . • •• . 5 156} 11070 062»1 1 X 2 Cy3TOM MIA LION 6063-T6 Ixx: 0.330 in: S..: 0.330 in! (FIANCE FRAME) 2.003 I _3 PRODUCE YFY16411. 4I461•6466 W 616FMf Amsparee sl .(z 3A-9 tairinalwilbatx 125 MOO, Bawd r I006ti C'zs X 3 ST0 TURF M)I1ION [ 6063-T6 [ 1.x: 0.950 in Sim. 0.633 in") 2150 I X 2 STO. TUBE MULLION 6063-T6 lac 0.330 Sxx: 0.330 InT RFCTANGULAR AI I :WNW TUBE MULLION$ USING MULLION PROPER -TES ONLY ITHESE MULLIONS ARE RATED FOR LARGE MSSILE IMPACT AND CAN BE USED WITH ALL LA'WSON'S MIAMI-DARE COUNTY APPROVED IMPACT AND NCN-IMPACT PRODUCTS. NOTES- 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE 0R ENTED VERTICALLY CR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. ...•. • • •.•.. .•••.. • •• ••.... ••.•.• • • 1 Y p. •••. •• • •• •• ..• • •••.• 000000 • • 000000 • . ....• • • . •....' •• • • • ••.... • • •...•• •. S. •..... • • . . • • . • . • •... •, •.••.. • • ...... • S. . • • • TUBE MULLIONS TUBE MULLIONS TUBE -- • MILLIONS 85 Ll d I / S 0 • MEDLEY. N.W.90 ST. N. 33166 (T.v �LI STRIF.3, Y -TC:.) PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS ALUMINUM TUBE MULLIONS UNREINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES M+... N' 1."" we, LAM-ML-1001 I�r.e 3 or 10 I"""'�.�. Width(w) MULL SPIN 1X2 1X3 1X4 2X4 2X6 WMth(www! MULL SPAN 1X2 1 X 3 ' 1 X 4 ' 2 X 4 2X6 Width(w) MULL SPAN 1 X 2 1 X 3 1X4 2X4 2X6 18 1500 150.0 150.0 150.0 150.0 18 28.3 81.5 150.0 150.0 1500 18 - 19.3 42.1 60.5 1500 24 150 0 150.0 150.0 150.0 1500 24 21.2 61.1 133.2 150.0 150.0 24 - - 31.5 45.4 1262 30 123.0 150.0 150.0 1500 1500 30 17.0 48.9 108.5 150.0 150.0 30 - - 25.2 36.3 1009 36 102.5 150.0 150.0 1500 150.0 36 - 40.7 88.8 127.8 1500 36 - - 21.0 30.3 84.1 42 87.9 150.0 150.0 150.0 1500 ''. 42 - - 34.9 78.1 109.5 1500 42 - - 18.0 25.9 72.1 48 38-316" 76.9 150.0 150.0 150.0 150.0 48 1 74-114" - 30.6 4 68.6 , 95.8 150.0 48 120" - - 15.8 22.7 631 54 68.3 1376 1500 1500 150.0 54 - 27.2 59.2 85.2 150.0 54 _ - - 202 56.1 60 66 81.5 123.9 150.0 1500 150.0 60 - 24.4 53.3 78.7 144.2 60 - 18.2 50.5 55.9 112.6 150.0 150.0 1500 66 - 22.2 48.4 69.7 131.1 68 - • 18.5 45.9 72 ---g- 51.3 103.2 150.0 150.0 150.0 72 - 20.4 44.4 83.9 1202 72 15.1 42.1 47.3 95.3 1500 1500 150.0 78 - 18.8 41.0 59.0 1109 78 _ _ _ - 388 18 89.3 150.0 1500 150.0 150.0 ' 18 - 563 122.6 150.0 150.0 18 - - 31.6 455 126.4 24: 87.0 150.0 1500 1500 1500 24 - 42.2 D2.0 1324 150.0 24 - - 23.7 34.1 94.8 30 53.6 142.3 150.0 1500 1500 30 33.8 73.6 1059 150.0 30 19.0 27.3 75.8 - 36 44.6 118.6 150.0 1500 150.0 36 - 28.1 61.3 88.3 150.0 36 - - 15.8 22,7 63.2 42 38.3 101.7 150.0 150.0 1500 42 - 24.1 52.8 75.7 1500 42 - - - 19.5 542 48 50.60" 33.5 89.0 1454 150.0 150.0 48 84" - 21.1 48.0 882 1408 48 132" - •- 17.1 47.4 54 29.8 79.1 1292 150.0 150.0 54 - 18.8 40.9 58.8 1252 54 - - - 15.2 42.1 60 28 8 71.2 118.3 150.0 150.0 60 - 18.9 36.8 53.0 1127 60 - - - 37.9 66 24.4 64.7 105.7 1500 150.0 68 - 15.3 33.4 48.1 1024 68 - - - 34.5 72 22.3 59.3 93.9 1395 150.0 72 - - 30.7 44.1 93.9 72 - - - - 31.8 78 206 54.7 89.5 1288 1500 78 - - 28.3 40.7 86.7 78 - - - - 292 18 82.8 150 0 150.0 150.0 150.0 18 - 37.7 82.1 1183 150.0 A 18 - - 24.3 35.0 97.4 24 48.0 135.1 150.0 1500 150.0 24 - 28.3 816 88.7 1500 24 - - 18.3 26.3 73.0 30 - 22.6 49.3 71.0 1500 30 37.5 106.1 150.0 1500 150.0 30 - - _ 21.0 584 36 31.3 90.1 150.0 150.0 150.0 l 36 - 18.8 41.1 59.1 143.8 ' 36 - - - 17.5 • 48.7 42 26.8 772 131.1 150.0 1500 42 - 18.2 35.2 50.7 1232 42 - - 15.0 . 41.7 48 57" 23.5 67.5 114.7 150.0 1500 48 96" - - 30.8 44.3 107.8 48 144" - - 36.5 54 20.9 60.0 101.9 146.8 150.0 54 - - 274 39.4 95.8 64 - - _ 32.5 60 18.8 54.0 91.7 1321 150.0 60 - - 24.6 35.5 86.3 60 _ - - - I 29.2 66 - 22 4 32.3 784 66 17.1 - 49.1 834 1201. 1500 66 - - - I 26.8 -- B. IIDie § . Z S S_ I i 72 15.6 45.0 76.5 110.1 1500 72 -• 20.5 29.6 71.9 72 - - - - 24.3 78 - 41.6 706 101.6 150.0 78 - - 19.0 27.3 66.3 79 _ _ _ 72.5 18 48.3 133.4 150.0 1500 150.0 18 - 26.5 57.7 83.1 150.0 18 - -• 31.0 58.1 - 19.9 43.3 62.3 1500 24 24 34.8 100.0 150.0 1500 150.0 24 - - - 23.3 84.6 27.8 80.0 150.0 1500 150.0 30 30 - 15.9 34.8 49.8 136.3 30 - - - 18.6 ' 51.7 2 e _I ` %� i s 3 5 i .6 N 3 M : 0 L 4I t t 3 3 W.III tz I 3 { 0 36 232 66.7 I 125.2 1500 1500 38 - - 28.8 41.5 1118 16 - - - 15.5 43.1 42 19.9 572 107.3 150.0 150.0 42 - - 24.7 35.6 97.4 42 _ - _• O6.9 48 63" - - 21.8 31.1 85 2 48 150" 17.4 50.0 93.9 135.1 150.0 48 199" - _ - 32.3 15.4 44.5 83.4 1201 1500 j' 54 - - 192 27.7 75.7 64 54 _ - _ 28.7 60 - 40.0 75.1 108.1 150.0 j 60 - - 17.3 24.9 68.1 60 - _ - 25.8 66 - 36.4 68.3 98.3 150.0 ! 66 - - 15.7 22.7 62.0 66 - - - - 23.5 - 33.3 5.6 90.1 1500 72 72 - - _ 20.8 568 72 - - - 21.5 78 ' - 30.8 57.8 83.2 1500 78 - - - 19.2 52 4 78 - _ - - 19.9 ' HD92DMnt YULLpn ,�.1�-i+i :if• 4. - "+ ... -• •• . ;y 0° �151 3 c1 w 6. -''<` " u+ - rc'g�-i SPAN TYPICAL MULLION ARRANCEMEN'5PRODL.CC r_Yu.M,Cn� 3 i�5ES TO EE w5!AIBED BY1168a GLAZINGcunrc 4 me<robe INADC NEDTANCUUF SiYPE °rWY7 wiH •vlbY+Z biding NOTE: A.Rwe.�Ne t Z42.21f PRCOUCr ROOUCT CPAOgCt MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED &sieve Usk VERTICALLY OR HORIZONTALLY. t�' ',�� •'� N4: y41'4 I PwDoGOOjcT (INTERPOLATION BETWEEN WIDTHS ALLOWED) MRItI14WQehW ' � ' ''-y-/:-:;'� '. C W1 14 W2 - 1 WIDTH (W) w1 + W2 2� T MULLION SPAN .156 TOP 2COO 1696 1105 2X MULLION CUP 6C63-T6 no "I` DODO 2250 4 SC0 1X MUII ION CI'P 6063-16 —.125 YN. 2000 I— 20A--I ANGI E CUP 6063-T6 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE MIN30W OR DOCK APPROVAL =0R FASTENERS LEES AND SPACNC CLIP LENGTH MULL -L- 1 % 2 1.688' I X 3 ( 2.688' 1 X 4 1 3.688' 2_% 4 3.688' 2 x 6 1 5.688' I. ALL CUPS AND ANGLES ARE TO FIT SNUG INTO TU3E MULUCNS. 2. WHERE ANGLES ME NOT ITT SNUG INTO TIRE MULLIONS. SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. I X 4 CUS GM MU LION 6063-T6 4. 709 in So : 2.355 ink (FLANGE 09AIE) 2 X 6 STD. TURF MULION 6063-T6 Ixx:19.648 in: Sri: 6.549 in! 1 % 4 STD TU F MU I ION 6063= 6 Ixx: 4.709 in Soo: 2.355 in. 2 x 4 STD TURF M.3LI'ON 6063-16 Izz: 7.649 in Soo: 3.825 ink I101ST31)GTIONS' USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 OETERUAE DESIGN LUAU RECURRED FOR PARIRvuR OPEN.. STEP 2 USE APFROV0O WAZING N1000CT5 TWETNG ABOAC LOAD RFC611.14-_NTS. STcP 3 USE CONNECTION TO NULL. AS PER PRODUCT A� TS( 4 s060ry 1031035 SHIM SPACING. USNG CHARTS ON SHEET 5 OF 10 SELECT Mx3IDN SITE STEP 5 WITH DESGN RATING YORE TNN1 DESIGN 100 SPECE{0 N STE. 1 AROPF. STEP USIANCHORPE NG HOR TOPES 011 SASSY 6 FAD 9 ARID ANCHOR CHART 50N SHEET 9. SELECT CNOR TWO WIN DES ON RATING YORE TH.01 THE DESIGN LOADS SPECIFIED IN STEP 1 ADLYF. 1 X 3 SSISTOM MULL ION 6063-T6 IAx: 2.168 in Sao! 1.445 (FLANGE FRAUE) • • • • • .. • •..... • OOOOOO ••.. • • •... ...... • . ..• •• ...... • . • • • • • • . • .• • OX .688 300.3 2.688 125 1 X 3 STD TUBE MUI UON 6063-T6 Ixx: 2.168 in Soo: 1.445 J •..• .... ...... • •• • • • • ..• •. • ....•. • • • ...... • • ••• • •• • • • • ••.... • .. • • . • • 150G— .115[.732 I OOC 3.2 11 �1.188-J 1x3 SUSTOM MUI LION 6063-T6 lox: 2.218 in! Soo: 1.479 i0 (RN FRAME) FWOucrIRY.1s 4.114•Mme~0i,M4Mk Auapeu No 1i-1212.Z 4 �APIwtl6WT66N C}An I18 RECTANGULAR Ai UMINUM TUBE MS !DNS USING MU! LION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE HISS LE IMPACT AND CAN BE USED WITH ALL LAWSON'S AIIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. NOTES- 1. REFER TO THE GENERAL NOTES ON SHEET I or 10 FOR BUILDING CODE COVPi.IANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3 REFER TO SHEET I OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. • • •..... . • ....• .•..• •.•..• • . .....• • • 00 3 1 i STEEL REINFORCED TURD MULLIONS STEEL REI FORCED UBE MULLION • • • • • •• • OOOOOO •••••• • • • • • • • • • • •••••• • - •• •• ••••-• • • • • - • • • • • •• • INFORCED TUBE ••- • • •••- M - • • • •• •• • • • • •••••• • • • • • • • •• • • •••••• • •• • • • • �L • Width(w) MULL SPAN 1 X 3 1 X 4 2X4 2 X 6 Width(w) MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 6 Width(w) MULL SPAN 1 X 3 1X4 2X4 ----- 2X6 18 38.3/8" 150.0 150.0 150.0 150.0 18 74.1/4" 150.0 150.0 150.0 150.0 j 18 44.0 95.7 150.0 150.0 24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.8 116 6' 150.0 30 150.0 150.0 150.0 150.0 30 111.8 150.0 150.0 150.0 30 120" 26.4 57,4 93.2 150.0 36 150.0 150.0 150.0 150.0 36 93.0 150.0 150.0 150.0 36 22.0 47.8 77.7 150.0 42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 66.6 150.0 48 150.0 150.0 150.0 150.0 48 69.7 150.0 150.0 150.0 48 18.5 35.9 58.3 , 149.7 54 150.0 150.0 150.0 150.0 54 62.0 134,6 150.0 150.0 64 - 31.9 51.8 133.1 60 150.0 150.0 150.0 1500 60 55.8 121.2 150.0 150.0 60 - 28.7 46.6 1198 66 150.0 150.0 150.0 1500 66 50.7 110.1 150.0 150.0 66 - 26.1 42.4 108.9 72 150.0 150.0 150.0 150.0 72 48.5 101.0 150.0 150.0 72 - 23.9 38.9 99.8 78 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150.0 78 • 22.1 35.9 i 92.1 18 50518," 150.0 150.0 150.0 150.0 18 84" 128.4 150.0 150 0 150.0 18 132" 33.1 71.9 116.8 150.0 24 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 24 24.8 ' 53.9 87.6 150 0 30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 • 30 19.9 43.1 70.1 . 150.0 36 150.0 150.0 150.0 150.0 36 64,2 139,5 150.0 150.0 36 16.5 35.9 58 4 150.0 42 150.0 150.0 150.0 150.0 42 55.0 119 5 150.0 150,0 'I 42 • 30.8 50.0 128.5 48 150.0 150.0 150.0 150.0 48 48.2 104.6 150.0 150.0 I 48 27.0 43.8 , 112.5 54 150.0 150.0 150.0 150.0 54 42.8 93.0 150.0 150.0 54 • 24.0 38.9 100.0 60 150.0 150.0 150.0 150.0 • 60 38.5 83.7 135.9 150.0 60 - 21.6 35.0 I 90.0 66 147.7 150.0 150.0 150.0 66 35.0 76.1 123.8 150.0 1 66 • 19 6 31.8 81.8 72 135.3 150,0 150,0 150,0 72 32.1 69.7 113.3 150.0 72 - 18.0 29.2 75.0 78 124.9 150.0 150,0 150.0 78 29.8 64.4 104.6 150.0 78 • 16.6 28.9 69.2 18 57" 150.0 150.0 150.0 150.0 18 96" 86.0 ' 150.0 150.0 150.0 18 144" 25.5 55.4 89.9 150.0 24 150.0 150,0 150.0 150.0 24 64.5 140.1 150.0 150,0 24 . 19.1 41.5 67.5 150.0 30 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 150.0 30 15,3 33.2 54.0 138.6 36 150.0 150.0 150.0 150.0 36 43.0 93,4 150.0 150.0 36 - 27.7 45.0 115.5 42 150.0 150.0 150.0 150.0 42 38.9 80.1 130.1 150.0 42 - 23.7 38.5 99.0 48 150.0 150.0 150.0 150.0 48 32.3 70.1 113.8 150.0 48 20.8 33.7 88,6 54 137.0 150.0 150.0 150.0 54 28.7 - 62.3 101.2 150.0 54 • 18.5 30.0 i 77.0 80 123.3 150.0 150 0 150.0 60 25.8 56 1 91.1 150.0 60 - 16.8 27.0 69.3 66 112.1 150.0 150.0 150.0 66 23.5 51.0 82.8 150.0 66 - 151 24.5 83.0 72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.8 150.0 72 - - 22.5 57.8 78 94.8 150.0 150 0 150.0 78 19 9 43,1 70.0 150.0 78. - - 20.8 53.3 18 63" 150.0 150.0 150.0 150.0 18 108" 60.4 131.2 150,0 150.0 18 150" 22.6 49.0 79.6 150.0 24 150 0 150.0 150.0 150,0 14 45,3 98.4 150.0 150.0 24 16.9 38.7 59.7 150.0 30 150 0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 30 - 29 4 47.7 122.8 36 150.0 150.0 150 0 150.0 38 30.2 65 6 106,6 150.0 36 - 24.5 39.8 102.2 42 130.5 150.0 150.0 150.0 42 25.9 56.2 914 150.0 42 - 21,0 34.1 87.6 48 114.2 150.0 150,0 150.0 48 22.7 49.2 79,9 150.0 48 • 18.4 29.8 76.6 54 101.5 150.0 150.0 150.0 54 20.1 43.7 71,1 150.0 54 - 18.3 26.5 68,1 60 91.3 150.0 150.0 1500 60 18,1 39.4 84.0 150.0 60 - 23.9 61.3 66 83.0 150.0 150.0 150.0 86 15.5 35.8 58.1 147.0 66 - - 21.7 55.7 .72 78.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 -• 19.9 51,1 78 70,2. 131.4 150.0 150.0 78 - 30_3 492 124.4 78 - - 18.4 47.2 Rnut MULLION CUZLNC WING PRODUCT PROCUCI W1 W2 HORIZON AL MuLCN 1-O'AZP.0 PRODUCT N C.IZR.0 CIAZILC PRODUCT PRODUCT MULLCN SPAN TYAICAL MU, LION ARRANGEMENTS ARCHES TO 8C DISCR'OTT SSE RECIAM0UI.UR SHARE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HOR ZONTALLY. (INTERPOTATION BETWEEN WIDTHS ALLOWED) WIDTH (W) - WI . w2 2 J 7•BBUCfRivas B•wgrQb MO rm.% BA'wo�R 611n. 1zy . � P�15i.IN •••••• • • • •>1•••• • • 000000 • • ••••• • - ••••• •••••• • • • • • •••••• • - •••••• • • I 1 1/4' MIN. EDGE DIST 4 5/4" MIN. EDGE OSI. 1/4" MIN. 5/16' IAPCOAS 1-1/2' NIN, 1•000 POCTWAJWN 2 PER CUP (I 0% EAAGN WING) ALTERNATE ANCIKN LOCATION 5/16' *PCONS I-I/2' VIN. W000 PEXEIRCION PER ANGLE Ix ROATNO CUP 5/16' TAPCONS I-I/2' sow *000 PEAEIRA'ON— I PER 5/16' '.MOONS I-I/2' RN. W000 PCNEIRClOI HER CUP (2 ON EACH SOK) x OT WOOD Wick L2 x 2 x I/6' I I I AURA AVCLE NIN. EDGE DIST. 2-3/16' CONCRETE OR 4' IOLLOW BLOCKOI 3/4i MIN. 2x2 x I/O' ALuN ANCLE ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY RE HEX OR PIA- HEAD. 5/16' TAPCOSS 1-1/2' awn W000 PLNETRATIN 2 PER ANGLE RCNG CLP 1 ALLni ANGLE6' A'1 ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD 2 7/16- 5/16' TAPCOAS 1-0/4' wk. ENDED INTO W50NRT • PER CUP (2 ON EACH SWIG) 1 El A000 6LCx ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE REX OR MT HEAD. MIN. EDGE LIST. -3/16' CONCRETE OR 4" HOLLOW BLOCK •... • . • •••• . . • • .. . • • • • . • • ..• .. . • • . .... • • • • . • ..• .. • • . . • • • . • ... . . • .. . . • 1x TLOATNG CUP L2 x : ,/6' 4•v ANGLE ANCHORS TYPE 'D' ONTO BLOCK) ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS THRJ IX BUCK INTO CONCRETE OR BLOCK I11.4' & 2"x4" MULL ti ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'r' (INTO CONCRETE) 2 ANCHORS THRU IX BUCK INTO CONCRETE OR 3LOCK 2X2x 1/6' 4W ANGLE • MIN. EDGE DIST. 2— = 16CONCR OR HOLLOW BLO K • • COHCRET CR CEY(NT BLOCK \IZ 5/I6' TAPCORS 1-3/4. 1611. EBBED IR10 u60HR4 2 PER C_IP (1 OK EACH 44N6) f 41N. 3 1/4- • COWBELL OR C(METrt BLOCK E1.0611Kp CUP 5/16• TAPC0N5 1-3/4• LPN. EMBED :NTO .20SORP4 1 PER 61.OLE MIN. EDGE DIST. 2-6/}6"-GONCRCE OR OLLOW D_gCK L 2 716 MIN ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK A:FAY1E NCHOR LOCATKN 5/ISu5 TRPEV * 4.10 14AS%, 2 2 PER CUP (1 ON EACH 'BIHO. �Is 5/16• 4*1003 1-3/4"*W. EKBEO_ NTO Y450RR+ - I .R 4KGLE _P2 SKS 2 PER .&ROLE 5/16' TPPC01.5 I-3/C Pox. EBO NTU M21R S0T PPR CIA (2 ON EACH WWC) 3 1/4. MIN. • ... . . . •... • • • • .. . • . . . • ..• .• . • • • • • . • •... • . . .. .• • . . • . . . • . • .•. . . • . • • . • •• • • • • 5/16. UPCO*S • • • 1-3/ • LPN. ENBEO N'0 144SORx1 2 PER AHOLE CORCRETE OR CEKERt BLOCK ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'C' (INTO CONCRETE) 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1•44• & 2' 4 MILL [EVERT 01 O 5/16• T.Pm6 1-3/0 rr.. hre01) NTO M 01N2. 4 PER CUP (2 OK EACH WC) ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY RE HEX OR FIAT HEAD. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI —RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER-WHTE METHACRRATE IACCUER. . • • • • • • RCArolO L1P PROW FRfytsey a+RbQW .414 BLeeM4 'E'RAPIR.Lr642R 17-12(2. 2, �w CwRp M.N. EDGE LIST. 2-3/16" CONCRETE OR t HOLLOW B` /uIu11K e, 3-3/4" nz 3 3/4- 0 3-3/4" MIN. 5 11/16" ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' ('NTO CONCR7TE) ANCHORS INTO CONCRETE or BLOCK 2 06- MULL SHOWN 5/16' TAPCONS -0/4• M.N. BARED IWO MA50NRT MR CLIP (2 ON EACH WING) 246 MAU. CLIP LENGTH MULL 2 X 4 3.688' 2 X 6 5688' 5/16- r6PCONS 3/4.' MIS. EMBED INTO MLSONRY 4 PET CLP (2 ON EACH MIND) I 3/4' uw. 6 PULL MN. EDGE D15T. 2-3/16' CONCRETE OR 4 I-'CLLOW 8LP K ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BC HEX OR F-LAT HEAD. 3-3/4" MIN. •... • . • ..•. . . • • .• . • • • • . . • •.• S. . • • • • •... •. • • • • • . . •.• •. . • • • • • • • . . . • • • •• • •• • 5/16' TAPCONS • • • -5 .1EMWEO 1NT0 SOP" 50• L PER CJP (2 ON EP. RING) S/16' TAPCONS I J/i 16N. EMBED INTO WSONRY 4 PER CUP (2 ON LLCM Who) I 3/4' MIN. 2X6 NOLL ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) 4 ANChORS THRJ :X BUCK 'NT0 CONCRETE OR BLOCK 2'X6' MJLL SHOWN CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WA'ER-WTtlE MEIIIACRYLATE LACQUER. 1ST WOOD BACK tvimir f-Iz)zi y • • • . ••• TA MIN. EDGE DIST. a/IR• rAKCONS 2-3/I6' CONCRETE OR 3/4. wI. EARED Inv MASONRY 3-3/4- 4' HOLLOW BLOCK • TOTAL (2 OH EACH ENO) MIN. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METH/CR.1,CE IACOUER. M!N. EDGE D'ST. 2-3/16• CONCRETE OR 4r_HOLLOW BLOCK 1 I II LOCATION OF SCREWS CCNNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK 2 [ 2 [ I/i AUM ANGLE CLIP LENGTH MULL I X 2 I X 3 I X 4 2 X 4 2XG 1.688' 2.688' 3 688' 3.688' 5.688' I. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUOC MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. TUXES MAY BE NOTCHED AS SHORN TO ALLOW NSTAUATOH OT CLP MIC E CAL. MAN AMA ASSEVWL• 2/ CnANAEL ,IZ FN£ 2/SIOE I/R' TWO ALUM OWIREL LENGTH TO RT SNLG mTO MULLION ACCESS NOTE THIS SEVEN CAT RE us'AULD A EITHER OIRECTON Ira . .•• • • • • • • • • • • C/ • •• • • • • • • • • •• •• • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • TIRE MELON —TLRE MULUCN ,IA tH SATS 2 AEA CON 1/2' O.C. MIN ,12 TH SNS 2 ACT COP • • • • • • • • • • • • • •• • • • • •• • ..• •• • • I-O/4 % 2' [ I/R" NOW 29Y NRF) LaMUCtitEVITED NNW Amu CUT TO KT SNUG 1.90E TURF T 1 4zI2. ANCHORS TYPE 'I' ALTAR TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE '1' TO NERIFT CAPACITY 0'' CONNECTION ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAO.I • • • •• • 6 m F D 4 a. 1841436 66 Sin 18 24 30 36 42 48 4 60 66 72 78 I8 24 30 36 48 4 60 • 72 16 24 30 38 42 48 4 60 66 TI 18 30 38 Y8 5 578 57 A AH 23 94 TYPES ad S1851RATE B C D E F G H WI 151 132 105 66 75 6 59 53 46 41 100 A 67 57 50 n 36 33 31 1'a 89 71 59 51 4 39 35 VW 19 193 137 153 19 132 117 ICS 96 6 81 19 I63 193 IA 14 Im 89 30 73 67 6 Bk 153 ISO 153 50 150 193 1 121 110 101 63 153 15 150 ISO 131 115 102 92 83 76 71 19 150 191 15 142 153 118 135 01 118 89 102 79 91 71 I B2 4 30 59 74 93 27 55 63 07 eo 64 53 46 63 40 38 a2 29 27 25 SI 19 125 19 92 80 71 4 56 53 49 150 19 16 Is 16 92 62 74 67 61 57 Bk ISO 150 150 150 150 150 150 150 150 19 16 15C "50 ISO ISO ISO 150 131 138 125 115 .00 150 150 .50 150 150 150 133 123 102 4 150 150 156 16 50 139 123 111 101 92 6 Bk. 150 150 153 150 150 150 50 150 150 .50 150 153 150 150 ISO 150 193 ISO 50 50 150 141 150 50 153 50 ISO 153 150 150 149 136 125 150 .50 ISO 153 150 150 157 147 134 123 1.3 150 >x 150 150 150 -35 23 113 w 150 One 153 15 150 191 150 150 150 193 S3 150 150 1 150 I50 00 150 150 193 47 to VS I 150 114 150 13A 150 93 143 85 129 A 119 TO ISO 1•50 150 .00 114 IM A A 150 150 160 137 >W 4 ez 75 63 63 150 153 15 750 150 153 37 125 114 105 Corr. 150 150 150 IAA 150 150 150 .SO 150 150 150 150 150 150 150 ISO 15 150 50 50 150 150 150 150 15C 150 150 150 150 150 150 140 ISO ISO 150 150 SO ISO 150 150 150 150 ISO 150 138 150 124 150 113 150 103 .37 95 127 551419 NIL 19) 150 150 150 153 153 150 150 45 132 121 rt 150 150 50 153 153 137 122 1,0 100 91 54 ISO I60 ISO 150 139 122 133 97 89 31 75 I50 150 ISO 1d] 128 110 9e 6 A 7J 6B 15 24 30 36 42 1 48 60 a 24 30 38 42 46 e0 M 24 30 36 12 4 24 30 36 4 4 60 ea 1• 090109/01ie �1A61ZOSIS. MULLION Won 594 _ 741W 108 QAZ11G CASING 44205001 8403001 3 2 3 �N 4NCNM3/CUO W2 HORIZON IAL MULLION SPAN TYPICAL MULLION CLIP ARRANGEMENTS ANCHCR TYPES 61d - - 'TE A B C D E F G 103 ISO 93 133 77 116 ® 103 62 93 55 85 52 78 6 1 72 150 153 00 150 106 150 90 136 77 116 WAM 61A 19 24 30 53 51 91 121 68 102 135 I2 4e 47 4 81 106 6 90 1A 4 4 42 4e 73 97 54 e1 ICA 56 60 38 4 68 88 .9 74 I 98 35 40 61 91 45 68 90 46 72 32 37 56 74 42 63 63 45 71 I2.5 143 150 150 150 19) 150 ISO 18 94 133 153 150 20 ISO 163 129 24 75 85 129 150 95 145 150 103 30 02 72 '08 '43 CO 121 150 27 53 61 92 123 09 103 -37 73 42 23 47 54 120 132 81 108 53 60 123 4 49 150 21 42 4e 19 37 43 7 34 39 16 31 36 14 29 33 72 98 51 80 - 107 57 4 6 es 6 72 6 51 60 59 78 44 88 87 47 66 54 72 C 00 BC 43 72 50 68 37 56 74 C 7• ANCHOR CLIP NOTES: I. FOR CLIP TYPES AND ANCHCR CONDITIONS REFER TO SHEETS 6. 7, 8. & 9 FOR DETAILS AND NOTES. 2 REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. . •.. . . • •••• • . . • .. . •• . •• • . ..•• . . • •.•. • • . a • • • • • . . .. •• . . . . • • ... . • . ••• . . A7CH112 TYPOS Aid SIBSTRAIE A B C 01311 E. F G .• .I NB. V1B Bk Bk Bk Can Call Coral MD 58 12 129 150 150 144 150 51113 050 42 84 97 146 150 108 150 100 110 34 07 77 116 150 m 120 150 93 28 56 6 97 129 71 109 144 77 24 48 Si 53 111 62 93 124 65 21 42 48 73 97 54 81 106 - 68 19 37 43 6 86 6 72 96 SI 17 34 39 58 77 49 65 87 48 15 31 35 53 70 33 59 79 42 14 28 32 49 65 31 54 72 39 13 28 30 45 60 31 90 67 33 51 19 117 158 150 131 150 I50 140 38 77 88 132 150 93 148 150 ICS 31 81 73 148 141 79 119 150 84 26 55 59 3 117 58 W 131 70 22 44 50 1e 101 53 85 112 CO 19 38 44 66 88 40 74 99 S3 17 34 I 39 69 76 4 6 87 47 15 31 35 53 70 37 59 79 42 14 28 32 48 4 39 54 72 38 13 28 29 4 59 33 49 66 35 12 24 27 41 4 33 46 61 32 47 94 100 I50 IA I 20 150 150 129 36 70 81 .21 ISO 93 135 150 96 28 56 65 07 129 72 109 144 77 23 47 54 e1 106 CO 90 120 54 A 40 46 4 92 4 78 103 55 18 35 40 61 81 6 4 90 48 18 35 36 54 72 O 63 50 43 14 28 32 49 66 31 54 72 39 13 26 29 44 59 33 49 6 35 12 Z3 Z7 C 4 A 45 60 32 11 22 25 1 37 50 28 42 55 30 45 90 103 150 153 115 I 150 150 123 31 67 77 119 1S0 e7 130 150 93 27 54 62 63 124 63 104 136 74 22 45 52 78 103 6 87 115 66 19 36 4 67 88 6 74 99 A 17 34 39 58 77 43 66 e7 46 15 3C 34 52 69 31 58 77 al 73 27 31 47 62 35 52 W 37 12 24 28 42 58 31 47 83 34 11 22 26 39 52 29 43 58 31 21 24 • .• . MIAMI-DADE C-OUNTY MIAMI-DADE COUNTX PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE_OF-ACCEPTANCE (NOA) www.miamidade.gov/economv CGI Windows and Doors, Inc.J 10100 NW 25 Street Miami, Fl. 33172 , SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted. has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reservethe right to have this product or material tested for quality assurance purposes. If this product or mates J• aals to perform in the accepted manner, the manufacturer will incur the expense of such ttg1 g rnd the•AHJ• may • • immediately revoke, modify, or suspend the use of such product or material within.thei4.}urisdiC1i911.:1ER • reserves the right to revoke this acceptance, if it is determined by Miami -Dade y Product Control . • Section that this product or material fails to meet the requirements of the applicable b»lildinig code.... • • This product is approved as described herein, and has been designed to comply with the Floridn•Bnr1ding • • Code, including the High Velocity Hurricane Zone. • • • DESCRIPTION:Neries "238"_Outswing Al um Casement Window - L.M.1;� •'� • •• • L-� . - • • APPROVAL DOCUMENT: -Drawing No: W98-100, titled "Series-238 Alum Oittswm; Casein �nt.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 jiateQ8/30/1!7, prepared • by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing tht'Miami-Dade •(Pgunty • Product Control Revision stamp with the Notice of Acceptance number and expiration date by tiit lGliami- Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name .or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use; and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is • displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises"and renews NOA No. 15-0512.19 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED- NOA No.17-0918.11 Expiration DateEOctobei 26; 2023 Approval Date: November 30, 2017 Page 1 • • • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's • A. DRAWINGS 1. Manufacturer's die drawings and sections. , 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 Jr dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 • • •• • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 •• •• •'• • a15ng with marked -up drawings and installation diagram of a series 7500 PVC fixed •• •• • • ., ydow, to qualify DuPont `Butacite' PVB interlayer, Duraseal® and Super Spacer® • ... • • •Wsulating glass spacer,, prepared by Certified Test Laboratories, Test Report No. • • • • • • • • 4 T LA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. • • • • 2. :• left reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 • 2) Large Missile Impact Test per FBC, TAS 201-94 • • • •• •• 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 •• • . along with marked -up drawings and installation diagram of a series 7400 PVC project • • • • •opt• 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 1-BC, 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 byRamesh 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) E — 1 Manuel Pe z, .E. Product Control E mer NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum casement window, 'prepared by American Test Lab of South Florida, Inc., Test Report No. ATL' SF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. •••• (Submitted under NOA # 12-1220.14) • • • • • • 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 '..' : • • 2) Uniform Static Air Pressure Test, Loading per`FBG, TAS 4 3) Water Resistance Test, per FBC, TAS 202-94 • • 4) Forced Entry Test, per FBC 2411.3.2.1, and 1:A7 21J2-94." along with marked —up drawings and installation diagram of griinum ca dement • • window, prepared by Hurricane Testing Lab., Inc., Test Repot No. t•PL'6080- 0301- 07 for specimen A and B, and HTL-0080-0905-07 for srteciirer B and C, dated • • 09/21/07 and 10/12/06, both signed and sealed by Vinu 3. Abraham, P.E. • • (Submitted under NOA # 08-1010.02) • • • • • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201!44 • ••••• ••• 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 NFTI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA's # 96 0417.03 and # 01-1002.03) Manuel Pere Product Control Ex mi-njdr NOA No. 17-0�1�.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and'TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. .... • • • • • • • (Sl omitted under NOA # 96-0417.03) • •• • • • • • S. Ei . • • • CAI!EFEATIONS • 1. • • •Afithor verification calculations and structural analysis, complying with FBC-2010, •• • • • • • • • *Salted 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad • ••.• •.•• •• • • iad, P.E. • •.{Submitted under NOA # 14-0506.01) • • • 2. : • Gluing complies with ASTM E1300-09 • • • • . • D. • • • QUAL4T; ASSURANCE • • • • • • 1. Miami -Dade Depai tment of Regulatory and Economic Resources (RER) E. MATERIAL NS 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. E--3 Manuel Pere . E. Product Control E.ner NOA No. 17 1 918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 5th Edition (2014), dated April 11, 2014, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for'specimen A and B and HTL-0080=0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vivii J Abraham, P.E. • • (Submitted under NOA # 08-1010.02)•• • • • 4. Laboratory compliances letters for Test Reports No. HETI-08-21 4r • •• • • HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued ban —Mane • Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all stggecd tnd se0,1,y • Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) • • • • • • • 5. Laboratory compliance letters for Test Reports No. HTL-0080 3'Q3--6 and • S. HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inca dat id 03/0b496 led • 11/10/98, both signed and sealed by Timothy S. Marshall, P.E.',. • ; • • • ▪ • (Submitted under NOA # 96-0417.03 and 01-1002.03) • • ••• 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Stantard 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 Were Product Control Ex mi er NOA No. 17-0 18.11 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. ... • • •G • • • • (:ALCULTIONS •• • . •.1: • Ntne. .. S. • • I1,.. QUANIXT ASSURANCE 1. ". •V.i2.m.i-Dade Department of Regulatory and Economic Resource (RER) • • • E. • MATERIAL CERTIFICATIONS • ' 1. ro:ice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their • ••. • "SuntryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on •• • • •• • : '4ZA4/ 18. • • • • • 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on . 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014), with FBC 6th Edition (2017) and of no financial interest, dated August 30, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.19, issued to CGI Windows and Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 09/17/15 and expiring on 10/26/18. Manuel Per Product Control Ex! NOA No. 17-0 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-5 GENERAL WINDOW SECTIONS FLANGE FRAM O SNUBBER AT IMPACT WINDOWS ONLY EXTERIOR INSTRUCTIONS; USE CHARTS AS FOLLOWS. STEP 1 STEP P STEP 3 STFP 4 STEP DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE USING CHART UN SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN -LOAD. SPECIFIED IN STEP 1 ABOVE. IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE DTJILM. CAM LOCKS 2 LOCK POINTS ALL SIZES FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. O a INDOW WATH VENT WIDTH WW-2" D.L. OPG. WW-7" 1 \ I 11 II K II 11 \\ N 6' MAX. TYP. HEAD/SILL CORNERS WLL SURFACE APPLIED FALSE NUNTINS OPTIONAL WINDOW WIDTH li I MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WOW. LOCK HEIGHT POINTS 42' 2 © i'I 63' I� __:£'I, 84' 4 o N- a oo�r�i NOTES THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE O REQUIREMENTS OF THE 2014 (5TH EDIDON)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ® 1 24" MAX. TYP. AT HEAD/SILL TYPICAL ELEVATION (FLANGE FRAME) MULTI POINT LOCK BB BY 'INTERLOCK ALT. TO CAM LOCKS MAX. WOW. HEIGHT LOCK POINTS 38' 2 55" 3 74' 4 84" I 5 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCLIE. • • • • • • •P ••' ''':::••••''' • • ANCHORS S: ALL BE CQRROSION RESIST ••PA IF E B UEN DETAILS AND INSTALLED PER MANUF'S INSjRjI�12CT1 .•SP IFI O BASE MATERIAL SHALL BE BEYON6 WALL E ING•OR•S CO• • • A LOAD DURATION INCREASE ISALI•EL IN ClEAGN OP ANCROR9IINTO S/OOD ONLY. I FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATE CC! MULLION N.O.A. ALL SHIMS TO BE HIGH IMPACT. NON-METALUC AND NON-COMPREESIBLE. Q,_� MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT y ©'� ?�� COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT REVISED -REQUIREMENTS OF •11•E 2014P2,17 FLOIRDA %LDG. LODE & ADL,PTED iSTtNDARDS.-as complying with the Florida - • • • • • • Building Coda THIS PRODUCT AP OV IS ERIC•AND2OES�110T•PROVIDF•INFORM6TIO4 NOA-No. 1T-0918.11 FOR A SITE SPECK P OJEC Le. JIFE ET' QF IS 8RODU$T, AIIOUQCY OF STRUCTURE REN�CCTW�TI�I G TH RODUCT A4 SE�LI•N, AROUN•Q OPENI�(, FQR Expiration Data 10/26/2023 WATER CONDITIONS NOTE SHOO N INAN IS DRAWING IRE TO BE ANALYZED SEPARA?ELY, AND TO BE REVIEWED BY BUILDING OFFICIAL • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. • • • • • • • • •• •• • • • •• •• ••• • 0 • 000 • • By Miam ade Pro•uct o,y 4111U Z W 8 0 es 2 U 3 c 0 a 9 B A drawing no. W98-100 (sheet 1 of 7 • • • • • • • • • • • • ••• • • • •• •• • • •• •• • • •• •• • •• • • • • •••• •• •• • • •• • •• •• •• • •• • • • • • • • GENERAL WINDOW SECTIONS EQUAL LEG FRAME o "ate 8 SNUBBER AT IMPACT WINDOWS ONLY VENT WIDTH WINDOW WIDTH EXTERIOR • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •- • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • OOOOO • • • • • •• • • • • • • • • • • • • • • • • • CAM LOCKS 2 LOCK POINTS ALL SIZES I ®m h111 -r,Emov-Ar , i D.L. OPG. 2' 1/2" VENT WIDTH WINDOW WIDTH 0 FOR GLOSS TYPES, REFER TO SHEETS 3 AND 4. WINDOW WIDTH VENT WIDTH _i 1 /2• D.L. OPC. —6 1/2" 6" MAX. TYP. HEAD/SILL CORNERS \ a t� N w� N2 MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WOW. HEIGHT LOCK POINTS 42' 2 63' 3 84' 4 SURFACE APPLIED FALSE MUNTINS OPTIONAL © 124 MAX. TIP. AT HEAD/SILL TYPICAL ELEVATION (EQUAL LEG FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS PRODUCT REVISED as complying with the Florida Q 0 2217 Building Code NOA-No. 17-0918.11 Expiration Date 10/26/2023 MAX WOW. HEIGHT LOCK POINTS 38' 2 56' 74' 4 84' 9�' A3CENWp No.70592 N= 3 8 0 i .P S COMP -ANL\W9B-700 drawing no. W98-100 sheet 1.1 of 7j VENT CORNER ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF DR EQUIV. FRAME CORNER - 13 CORNER KEY .060 THICK ST. STEEL CORNER KEY .062 THICK ALUMINUM O FLANGE FRAME ® VENT 5/16" LAM. 1.757 1.057 8 EQUAL LEG FRAME ITEM PART / QUANTITY DESCP.IPTION MATER AL MANF./SUPPLIER/REMARKS 1 CG1-373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUIV. IA CGI-397 4 EQUAL LEG FRAME 6063-T6 INrAIFX OR EQUIV. 2 COI-378 4 VENT (5/16" LAM. CLASS) 6063-T6 INos!FX OR EGOS. 2B CGI-381 4 VENT (INSTIL LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 2C CGI-365 4 VENT (7/16' LAM. GLASS) 6063-T6 INDALEX DR EQUIV. 3 COI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 3A CCI-396 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS REDO. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 0250-K-190 AS RE00. 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 . 9B - 1/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK SIEEL CGI, ATTACHED W/ (2) #10 X 3/8" SS SMS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) /IB X 3/8" SS SMS 11A - 1 OPERATOR (OPTIONAL) 'E S LiL INTERLOCK 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/5" SS SMS 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - 810 X 1-1/4' S5 SMS • • • • • • • • • • • • • PRODUCT REVISgD as complying with the Florida ail ing Code • • • OA-No. 17-0918.11 • • • • • • • • • • • • • Expiration Date 10/26/2023 •• • • • •• • • • •• •• • • • ••• • • • •• • _ •_ • •• . • _ • . • • •• • • •• •• • • • • • • • • • • • • • • •. •• •• • • • • • • • ••• • 1.875 1.624 GLASS) 720 1 —� 1.438 2B VENT INSUL. LAM. GLASS) L875 1.757-- .090 TYP. .720 r L1.347-1 ZC VENT 7/16" LAM. GLASS) 1.43E 1 Q. CGI-375: OGEE GLAZING STOP -1757- 88 , .5130 — .617 F- O CGI-396: SQUARE GLAZING STOP O C b 8 H S 0 yy0 B UPDATED TO 2017 UPC 2 � S c 2 J �1 drawing no. W98 —100 sheet 2 of 7 ) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• •S• • • • ••• • • ••• • • .• • • •• • • • • • • • • • • • ••• . • • • . .. .. • •. •• •• • . • .•• • • • • • • • • • •• 1/8" ANN. GLASS .090" Soflex Cleor And Color Glass - By 'Eastman Chemical Co.' INTERLAYERS- _ .090" Trosifol PVB 9y 'Karam), America, Inc.' t/81. AN ANN.`, GLA55�. SIICONE GE-1200 DEW 995 Dow 899 16" NOMINAL �.r1 5/GLASS. TYPE "2' 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS .075" Saf:ex CP With Pg icro • •• • • • • 0.075" Soflex CP With PET Core .090" SentryGlas • •• •• •• • • • • •• . 'Eastman Chemical Co.' • .090' Soflex Clear And•Col•- Glace • • • • • AL 0" Sa9ex Gear And Color Class - By 'Eastman Chemical CTERL�'FRS•- o.'• • • • g B• 'Eastman Chemical Co.' INTERLAYERS- • • • IN • i •,090" SentryGlos By 'Eastman Chemical-0O3 LBy 'Kuraray America, Inc. - 9y 'Karam), America, Inc.' .090" Trosifol P58 .090" Trosifol PVB By 'Ku way America, Inc.' a: ay 'Kuroray America, lnc.' • 3/16' ANN. GLASS • • y • • � 1 /76 / AT STREN'D GLASS • ••2• • [[• • • • SILICONE • • yl j SILICONE GE-1200 • • • • • • -1202 5 DOW 995 DOV 899 DOW 899 7/16" NOMINAL GLASS TYPE '3' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 8 1HRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '9' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1NT. (-) 091'. (4) 1NT. (-) EXT. (+) 1NT. (-) 20' 24' 28' 30' 32' 35' 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 1 C7.9 107.9 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 20' 24' 28" 30' 32' 35- 40' 42' 42, 110.0 166.5 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 118.9 110.0 195.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 104.1 104.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 83.3 03.3 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 60.0 60.0 20' 24' 28' 30' 32' 36- 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 97.1 110.0 195.0 110.0 120.0 ' 91.1 91.1 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 72.8 72.8 110.0 120.0 110.0 120.0 69.4 69.4 110.0 120.0 60.0 60.0 20' 24' 28' 30" 32" 36' 40- 42' 54" 110.0 129.5 110.0 195.0 110.0 195.0 98.0 107.9 110.0 195.0 110.0. 195.0 88.2 92.5 110.0 120.0 110.0 120.0 84.4 86.3 110.0 120.0 110.0 . 120.0 80.9 80.9 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • \ 7/18" NOMINAL GLASS TYPE '6' SQUARE BEAD OPTIONAL AU. GLASS TYPES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS N0 SMU'I1ER5 REQUIRED REFER TO Sntt1S 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WLNDOWS N0 SHUTTERS RE0U1Rr1 REFER TO SHEETS 5 1HRU 7 FOR INSTAL/AVON DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' WIDTH 20' 24' 28' 30' 32' 36" 40" 42' HEIGHT 60" UT. (+) 98.8 1NT. (-) 112.6 EST. (+) 110.0 NT. (-) 195.0 L'71T. (+) f 1NT. (-) 110.0 195.0 85.8 95.4 110.0 195.0 110.0 120.0 76.7 83.3 110.0 120.0 110.0 120.0 73.2 77.7 110.0 120.0 110.0 120.0 WIDTH HEIGHT 19-1/8" 26-1/2" 37' 42' 26' EXT. (+) 110.0 91. (-) 195.0 err. (+) 110.0 M. (-) 195.0 EXT. (+) 110.0 1NT. (-) 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 110.0 145.4 . 128.1 110.0 110.0 195.0 195.0 * 110.0 110.0 195.0 195.0 * 70.2 72.8 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 19-1/8" 26-1/2' 37" 42" 38-3/8' 110.0 I 190.6 110.0 98.5 86.6 137.5 98.5 86.8 110.0 110.0 110.0 110.0 195.0 195.0 194.5 120.0 110.0 110.0 110.0 110.0 195.0 195.0 120.0 120.0 20' 24' 28' 30' 32" 36' 40" 65" 85.7 86.7 110.0 195.0 110.0 195.0 73.4 73.4 110.0 120.0 110.0 120.0 64.2 64.2 110.0 120.0 110.0 120.0 60.6 60.6 57.5 57.5 110.0 110.0 120.0 120.0 110.0 110.0 120.0 120.0 60.0 60.0 60.0 60.0 50.0 60.0 60.0 60.0 20' 24' 28" 30" 32' 36' 72" 66.4 66.4 56.1 56.1 110.0 110.0 195.0 120.0 110.0 110.0 120.0 120.0 48.9 48.9 110.0 120.0 110.0 120.0 46.0 43.6 46.0 43.8 110.0 110.0 60.0 120.0 120.0 60.0 110.0 110.0 60.0 120.0 120.0 60.0 32' 36' 76" 60.0 60.0 60.0 60.0 50.0 60.0 60.0 60.0 20" 24' 28" 30' 32' 78" 52.0 52.0 110.0 120.0 110.0 120.0 43.8 43.8 110.0 120.0 110.0 120.0 38.1 35.1 110.0 120.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 20" 24' 28' 30" 32' 84" 41.5 41.5 110.0 120.0 110.0 120.0 34.9 34.9 110.0 120.0 110.0 120.0 110.0 51.2 48.3 1200 51.2 48.3 54.5 54.5 51.2 51.2 48.3 48.3 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SO. FT. • 19-1/8' 26-1/2' 437.E 42' 19-1/6' 26-1/2" 37' 42' 19-1/8" 26-1/2" 37" 37' 50-5/8" 63" 74-1/41. 77" _110.0 ,.74.7 65.8 96.7 74.9 60.0 63.0 46.6 144.5 104.3 74.7 65.8 104.2 77.9 60.0 63.0 46.6 110.0 110.0 110.0 . 110.0 110.0 110.0 110.0 60.0 110.0 110.0 59.8 195.0 195.0 120.0 120.0 195.0 120.0 120.0 60.0 195.0 120.0 59.8 110.0 110.0 110.0 110.0 110.0 110.0 110.0 60.0 110.0 110.0 59.5 56.3 58.3 56.3 * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 015 USED 195.0 195.0 120.0 120.0 195.0 120.0 120.0 60.0 120.0 120.0 59.8 ** 512E 37" X 77' APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 10/ • /2023 Dada Product Co S,_iP0 2 • OF (( v.FtokloR '�� ;SIO AL s' �I (I 111111 U c N Lo o U if) C O P. a al N t` 0 C C Z 30_CD 7,5 0 Q (305) drawing no. W98-100 sheet 3of 7 71/8' TEMP. GLASS AIR SPACE r1/B' ANN. GLASS _ .075' SWlex CP With PET Core By 'Eastman Chemical Co.' .090' Sew Clear And Color Glow INTERLAYERS-- By 'Eastman Chemical Co.' .090" S:ntryGlos By ,Kuraray America, Inc.' .090' Trosifol PVB By Kuraray America, Inc.' 1/8" ANN. GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 3/4" USULATED GLASS TYPE '2A' SILICONE GE-1200 1DOW 995 DOW 899 XL EDGE SPACER SETTING BLOCKS ST. STEEL BY 'CARDINAL' 2/ LITE OR EPDM DURASEAL BY 'DUANE(' DUROMETER 6515 OR SUPER SPACER BY 'OUANEX' 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 - By 'Eastman Chemical Co.' INTERLAYERS- .09C" SentryGlas By Kumrcy Americo, Inc.' _ .090' Trosifol PVB By 'Kuraray America, Inc.' 1/8' TEMP. GLASS 3/4" INSULATED GLASS TYPE '3A' SILICONE GE-1200 DOW 995 DOW 899 SETTING BLOCKS 2/ LRE EPOM DUROMETER 8545 PERFORMANCE VALUES CF IMPACT RESISTANT WINDOWS 0 SHUTTERS REQUIRED REFER TO SHEETS 5 1HRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQ1R00 REFER TO SHEETS S THRU 7 FOR QJSAIlATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS N0 SHUTTERS REWIRED REFER TO SHEETS, 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE 'Di' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE 'OA' WINDOW DIMS. GLASS TYPE '2A' °GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1iT. (-) WIDTH HEIGHT EXT. (+)' 1NT. (-) EST, (+) TNT. (-) 20" 24" 28" 30" 32' 36' 40' 42' 36' 110.0 194.3 110.0 195.0 20' 24' 28' 30' 32' 36" 40' 42' ea*73.2 98.8 112.6 110.0 195.0 19-1/8' 110.0 195.0 110.0 195.0 26-1/2' 110.0 203.0 110.0 195.0 85.8 95.4 110.0 120.0 110.0 151.9 110.0 195.0 37' 26" 110.0 145.4 110.0 195.0 76.7 83.3 110.0 120.0 110.0 135.8 110.0 195.0 42" _ 110.0 128.1 110.0 195.0 * 77.7 110.0 120.0 110.0 129.5 110.0 195.0 70.2 728 110.0 120.0 19-1/9' 110.0 190.6 110.0 195.0 110.0 121.4 110.0 195.0 26-1/2" 110.0 137.5 110.0 195.0 64.8 64.8 110.0 120.0 107.9 107.9 110.0 195.0 37" 38-3/8- 98.5 98.5 110.0 120.0 60.0 60.0 - - 97.1 97.1 110.0 120.0 I 42" 86.8 86.8 110.0 120.0 60.0 60.0 - ' - 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 20' 24' 28' 30" 32- 36" 40' 66" 86.7 B6.7 110.0 169.0 19-1/B' 110.0 144.5 110.0 195.0 26-1/2' ti 99,7 104.3 110.0 195.0 73.4 " 73.4 110.0 120.0 110.0 135.8 110.0 195.0 ";1 37"-`.- 50-5/8' 74.7 74.7 110.0. 120.0 64.2 64.2 110.0 120.0 110.0 118.9 110.0 195.0 421 65.8 65.6 110.0 120.0 60.6 60.6 110.0 118.2 110.0 111.0 110.0 195.0 57.5 57.5 110.0 112.2 19-1/8" 96.7 104.2 110.0 195.0 104.1 104.1 110.0 120.0 26-1/2' _ 74.9 77.9 110.0 120.0 60.0 60.0 - - 92.5 92.5 110.0 120.0 37' 63 60.0 60.0 110.0 117.0 • 60.0 60.0 - - 83.3 83.3 110.0 120.0 42" 60.0 60.0 - - 79.3 79.3 110.0 120.0 20" 24" 28" 30' 32' 36' 72" 66.4 66.4 110.0 120.0 56.1 56.1 109.3 109.3 19-1/B" 63.0 63.0 110.0 120.0 20' 24" 28' 30' 32' 36' 40' 42' 48° 110.0 145.7 110.0 195.0 28-1/2' 74-1/4' 46.6 46.6 90.9 90.9 48.9 48.9 95.3 95.3 110,0 121.4 110.0 195.0 37' 59.8 59.8 - - 46.0 46.0 89.8 69.8 104.1 104.1 110.0 120.0 43.5 43.6 85.0 85.0 37' 77' 56.3 56.3 - - 87.1 97.1 110.0 120.0 60.0 60.0 - - • • • 7"• • • • • • • • * LIMIT L S 1 1.O �SF• : • ,, ULi NT OC Er 4'I�TRLQC4 9B • IS QS • • • • • • • •• • • • •9 • • • •• ** SIZE 37" X 77 APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 • • • • • • • • • • • ' • • ^ • • • • • • • • • • • • I�TE: • • • • • • • • • • LOAD/AREA ...WITS • • • • FIR +110.0,, -120.0 PSF o•/6.34SSQ. FT. +110.0. -195.0 PSF = 10.00 SO. FT. 91.1 91.1 110.0 120.0 80.9 80.9 110.0 120.0 32' 36' 76" 60.0 60.0 - - 60.0 60.0 - _ - 728 72.8 110.0 120.0 69.4 69.4 110.0 120.0 20" 24' 28- 32" 75" 52.0 520 101.3 101.3_ 43.8 43.8 85.4 55.4 20' 24" 28' 30' 32' 36' a0" az' " S47 110.0 129.5 110.0 195.0 38.1 38.1 74.3 74.3 98.0 107.9 110.0 195.0 60.0 60.0 - - 92.5 92.5 110.0 120.0 84.4 86.3 110.0 120.0 20' 24" 28' 30' 32° - 84" 41.5 41.5 80.8 80.8 • 650 • 34.9 34.9 68.0 . 80.9 80.9 110.0 120.0 54.5 54.5 - - t 71.9 71.9 110.0 120.0 51.2 51.2 - _ • 648 64.8 110.0 120.0 48.3 4e.3 - - 61.7 61.7 110.0 120.0 • 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • 0000 ••• • • • ••• • • SQUARE BEAD' OPTIONAL ALL GLASS TYPES PRODUCT REVISED as complying with tha Florida Building Code NOA-No. 17-0918.11 Expiration Date 10126/2023 By Miamde Product C NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC*219 EE'-0-o 2R17 S:'•UGENgF'•.•. r M • 70592 ATE OF ' 6( ORIOI."C aE i 08 8 238 ALUM ,OUTSVil L B 0 V S; 8 W98-100 [sheet 4 of 7 ) ••• • • • ••• • • • •S. •• •• • • • •• •• • •• • • • •• •• • •• • • • • •• • •••• •• •• • • •• •• •• • •• •• •• • • • • • •• • • • • • • • SEALANT SEALANT TYPICAL ANCHORS /-SEE ELLV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1' MIN. 2-1/2' MIN. INSTALLATION TYPE '1' 1 3/8" WOOD BUCK TYPE '1' MATFEIAI • PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/8" BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERW • PRESSURE TREATED TYPICAL INSTALLATION DETAIL dN ALL FOUR SIDES/USING 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. INSTALLATION 'CONDITIONS FLANGE RAM•E (AP)tiLIES- TO ALL•FOt R- SIDES) 0 FOR ANCHOR PERFORM/14CE 1WUES SEE•S►iEEi-6, • " • • .•, '� • • • • •"•� • '- • -� • •-.-�.. �,"� • • • • • • • • • • • • TYPICAL !NitHORS• • • /-SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT—, 1' MIN. • • • •• • • • • • . •• • • • • • • • • • Fe— 2 1/8" MIN. 2-1/2° MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATFRIAI• PRESSURE TREATED TYPICAL INSTALLATION DETAIL -.7 L` _— ON ALL FOUR SIDES/USING WOOD - TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT IWIL 1 P BUCK'INSTALIATION BY OTHERS 1' MIN. INSTALLATION TYPE '4' 2 1/8' MIN. WOOD BUCK TYPE '4' MATERIEL. PRESSURE TREATED TYPICAL INSTALLATION DETAIL t - ON ALL FOUR'. SIDES/USING WOOD , ALT. ANCHOR LOCATION WITH SHEAR CLIP r TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8' THK. MIN. ATTACHMENT TO METAL STRUCTURES -1/8' MIN. TYPICAL ANCHORS SEE ELEV. FDR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Ex • !ration Date 1012612023 By Miami • ade Product C CU 2S • 3 E B 3 UPDATE° TO 201) ioo C 2 drawing no. W98-100 sheet 5 of 7 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION INSTALLATION TYPE '1' 1 3/8" L 2 1/8" I I WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET, 6 FOR DESCRIPTION • BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 1 3/B" WOOD BUC4 TYPE '3' .MATFRIAI• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS -SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1' MIN. 2-1/2' MIN. INSTALLATION TYPE '2' 2 1/8" MIN. WOOD BUCK TYPE '2' MATERIAL• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION T,'eE •4 • • • • WQO[1 BUS TYPE • MAWR.: PRESSURE TREATED • • • TYPICAL•INSTMATIIN:DETAIL: : : • ♦ . • ON ALL•POUR dtS/IM'JG `ROOD• • •• • •'/• • —• -•—•• • • • • • • • •• • • • • • • • - •: • -• • •-•—"•-' -- • • • • • • • • • • • • a • •• • • • • • • • • • • • • • • • • • • • • • • II • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8" THK. MIN. ATTACHMENT TQ METAL STRUCTURES I-1/8" MIN. r-� TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 10,26/2023 By Miam ' ado Product Con C;? 0 ,j 21'j7 • S N FAX. (305) 593-6592 (sheet 5.1 of 7) • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • •• • •••• • •• • • • • •• • •• •• • • • • • • • I • •.• • • ( �V Io ` `1V 7 PERFORMANCE VALUES OF INSTALLATION ANCHORS • REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5•FOR DETALS • • • • PERFORMANCE VALUES OF INSTALLATION ANCHORS • • REFER TO SHEET 5 FOR DETAILS ANCHORS W/0 SHEAR CUP ANCHORS WITH SHEAR CLIP ANCHORS W/0 Sty! CL:Y«•AVCHOAS :lA 5.11•E.4R•CI.IP • • • �.4NCNORS W/0 SHEAR CLIP 'ANCHORS WITH SHEAR CLIP AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9380 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 IC.A.N. 3638) L. TEL- (305) 2648100 FAA. (305) 262-0978 ^_ COMP-ANL\W98 WINDOW DIMS. AT 17" O.C. AT 10. O.C. AT 17" 0.C. AT 10' O.C. WINDOW DIMS. AP 17' O.C. • i' 1* O.C.• •• AT 17' O.% A%10 �O.0 •• 11 4D00 DINS. 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.(+)/I.NT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EIA.(+U'INT,(- EXT.(+)/INT.I•-) D61R+)f/7T.(-) • • WIDOW TT• HEIGHT EXT.(+)/1NT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(*)/1NT.(-) 20' 195.0 195.0 154.8 195.0 32' 133.2 195.0 • �. • 76.4 • • 1,2.2 • 19-1/a' 195.0 195.0 149.4 195.0 24' 195.0 195.0 129.0 172.0 36' 76. 118.4 189.5 67.9 108.6 26-1/2' 26" 195.0 195.0 107.8 161.8 28' 192.9 195.0 110.6 147.4 20" 195,0 195.0 119.1 190.5 37' 195.0 195.0 77.2 115.9 30' 180.0 195.0 103.2' 137.5 24" 173.1 19•.I► • • 49.2 • • 1j8.8 •, • **1/8' 195.0 195.0 151.9 155.0 32' ,• 36 168.8 195.0 96.8 129.0 28" 78' 148.4 195.0 • 495.113 • •13601 • • 26-''2' 38-3/8' 191.2 195.0 109.6 146.1 36' IF.0.0 195.0 86.0 114.7 30" 138.5 • 1*.0 9.4 -•• •--•1.•-Y - 1 27� • • • • • 'i7' 136.9 182.8 78.5 104.7 40' 135.0 180.0 77.4 103.2 32" 129.8 19•.0 114.40 1 •11913 • • 09-1/8' 7---•' ' 1 195.0 195.0 153.5 191.9 42' 128.5 171.4 73.7 98.3 20' 195.0 195.! • • • T32.7. • 115.0 • • 26 S/2" '50-5/8"• f 193.2 , ,_ _ _195.0 - 110.8 139.5 20' 195.0 195.0 132.7 176.9 24" 195.0 195.0 110.5 165.9 1- 37"- -. I 138.4 173.0-. 79.3 99.2 24' 192.9 195.0 110.6 147.4 28' 84, • 165.3 195.0 94.8 142.2 19-1/ET 195.0 195.0 123.3 195.0 28' 165.3 195.0 94.8 126.4 32' 154.3 195.0 88.5 132.7 26-1/2' 155.3 195.0 69.0 155.8 30' 154.3 195.0 83.5 117.9 37' 63• 111.2 194.6 53.8 111.6 32" 42' 144.6 192.9 82.9 110.6 42' 98.0 171.4 56.2 98.3 35' 128.6 171.4 73.7 98.3 19-1/8" 195.0 195.0 130.8 195.0 , --- 40• 115.7 154.3 66.3 88.5 26-1/2" 74-1/4' 164.7 195.0 94.4 151.1 1[SERIES-238 ALUM OUISWING CASEMENT WDW. (L.M4 CGI Windows and Doors, Inc. 10100 N.W. 25TN STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 42' 110.2 146.9 63.2 84.2 37" 117.9 188.6 67.6 108.1 20' 195.0 . 195.0 154.8 193.5 24" 195.0 195.0 129.0 161.3 28• 192.9 195.0 110.6 139.2 30' 160.0 195.0 103.2 129.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 32' 46, 168.8 195.0 96.8 120.9 'HILTI' 36" 150.0 187.5 86.0 107.5 1/4_ DIA. KWIK-CON II BY (Fs-163 KSI, Fy-157 KSI) 40" 135.0 168.8 77.4 96.8 f1/4" DIA. ULTRACON BY 'ELCO'a(FL-177 KSI, Fy-155 KSI) 42' 128.6 160.7 73.7 92.1 INTO 2BY WOOD BUCKS OR, WOOD STRUCTURES 20' 195.0 195.0 137.6 195.0 1-1/2" MIN. PENETRATION INTO WOOD 24" 195.0 195.0 114.7 172.0 1BY BUCKS INTO CONC. OR MASONRY 28' 171.4 195.0 98.3 147.4 THRU MIN. EMBED INTO CONC. OR MASONRY 30" 160.0 195.0 91.7 137.6 1-1/4' 32" �, 150.0 195.0 86.0 129.0 DIRECTLY INTO CONC. OR MASONRY 36' 133.3 195.0 76.4 114.7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 40' 120.0 180.0 68.8 103.2 1 I DRILLING SCREWS (GRADE 2 CRS) c C. o REV. PER RER COMMENTS GENERAL. REVESEN NO CHANGE THIS SHEET -1I UPDATED TO 2017 FBC I 42" 114.3 171.4 65.5 95.3 #14 SMS OR SELF 20" 195.0 195.0 123.8 185.8 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") 24• 1e0.0 195.0 103.2 154.8 INTO METAL STRUCTURES 28' 154.3 195.0 88.5 132.7' STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) 30° 144.0 195.0 82.6 123.E ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) �ANCRORS SHEAR CLIP ORw AN Ailes FAR CLIP 32' fio" 135.0 195.0 77.4 116.1 17/0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) _ . 35' 120.0 180.0 68.8 103.2 TYPICAL EDGE DISTANCE 40' 108.0 162.0 61.8 92.9 INTO CONCRETE AND MASONRY = 2-1/2" MIN. 427 1029 154.3 59.0 88.5 INTO WOOD STRUCTURE = 1" MIN. .lu ll zo 9s.o 195.0 140.7 95a INTO METAL STRUCTURE = 3/4" MIN. MNI 8MS 24' 195.0 195.0 117.3195.0 28' 175.3 195.0 100.5 140.7 CONCRETE AT HEAD,. SILL OR JAMBS Pc = 3000 PSI MIN. 30' 66' 163.6 195.0 93.8?31.3 C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. 32' 153.4 195.0 88.0 123.1 11177 dot.: 12-04199' aH: 2 1 1�' — 1 (an. by: TARO 1 (ow by. 36' 135.4 190.9 78_2 109.5 �11 PRODUCT REVISEDas NA`A77, complyingwith the Florida i� 40' 122.7 171.8 70.4 98.5 . Building e��. �' �CF1d ••. 20' 195.0 195.0 129.0 180.6 NOA-No. 17-0918.11 , 24' 187.5 195.0 107.G 1505 Ex 'ration Date 10/26/2023 i No. 70592 18' 72' 160.7 195.0 32.1 129.0 • * : - By 30' 150.0 195.0 86.0 120.4 .�r Miarn ade Product C Mr drawing O0.` W98-100� 32' 140.5 195.0 80.6 112.9 ' OF :�1��` C"'7 1' 36• ,25.0 175.0 71.7 100.3 =i 0 6 2•, =,sue ARID'.•' \ . ,,5,....tt�c9, 7777f71Uill ill````N Sflee: gcf AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) C TEL (305) 25448100 FAX. (305) 262-6978 _ COMP—ANL\W96-100CGI) PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS OF ALUMINUM BUCK INSTALLATION ANCHORS OF ALUMINUM BUCK INSTALLATION ANCHORS OF ALUMINUM BUCK INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES • USE LOWER APPUCABLE VALUES. RLNDOF DIMS. WINDOW DIMS. WINDOW DIMS. WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) 20" 110.0 195.0 20' 105.8 120.0 19-1/8" 110.0 195.0 24" 110.0 195.0 24" 90.9 120.0 26-1/2' 110.0 195.0 25" 110.0 186.5 28' 80.5 110.3 37" 26, 110.0 184.2 30" 110.0 182.4 30' 76' 76.3 104.7 42" 110.0 152.4 • 32" 36" 110.0 179.5 32" 60.0 60.0 19-1/8" 110.0 195.0 36" 110.0 177.3 36' 60.0 60.0 26-1/2" 38-3/e' 110.0 172.6 40" 105.8 145.1 20" 102.7 120.0 37' 110.0 156.3 42" 97.0 120.0 24' 88.2 120.0 42" 95.7 120.0 20" 110.0 179.5 28' 78" 77.9 120.0 19-1/8" 110.0 195.0 24" 110.0 159.6 30° 73.9 101.3 26-1/2" 50-5/8' 110.0 154.7 28' 106.9 146.6 32' 60.0 50.0 37" 94.0 120.0 - 30" 103.5 141.9 20" 110.0 120.0 42" 89.8 120.0 32' 42" 100.7 138.1 24' 97.0 120.0 19-1/8" 109.3 ' 149.9 111 36" 97.0 120.0 28" Be85.5 117.3 26-I/2" 84.8 116.2 SERIES-238 ALUM OUISWING CASEMENT WDW. (L.M.I.) ,CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 a0" 95.2 120.0 30' 60.0 60.0 37" 63" 67.9 93.1 j #14 SMS 42" 95.0 120.0 32' 60.0 60.0 42' 60.0 60.0 `�7' AT 6" FROM ENDS 20" 110.0 195.0 19-1/8" /7;�--�`' 110.0 154.8 ��( 'mac 1Y O.C. MAX. AT JAMBS � 24" O.C. MAX. AT HEAD/SILL ill 24' 110.0 177.3. 26-1/2" 74-1/4" 86.4 118.5 IL �� 1(�L 1- ' A14 SMS 26"• 110.0 160.9 37' 60.0 60.0 l'l-" ,lU AT 6" FROM ENDS 30' 110.0 154.8 19-1/8" 109.9 120.0 In1�1LJ (nS-UU�JV 17" O.C. MAX,AT JAMBS 24' O.C. MAX. AT HEAD/SILL 32' �• 109.1 120.0 26-1/2" 76' 84.0 115.2 Z ' F T &VA i 7 Lt• 441 36" 103.5 120.0 37" 60.0 60.0MIN � �,!� < w Ml.i��l 40" 99.8 120.0 19-7/9" 108.3 120.0 " �L�� 1 42" 95.0 120.0 ' 26-1/2" 77" 82.7 113.4 1!�'ri1� .r y 1lll'.11A-Y- 20' 110.0 174.1 37" 60.0 60.0 ��1,1 ri ` M[EL: L_ 110.0 152.0 ,,, a. ��!! 7r ` 24" _ 28" 99.8 120.0 �_-tl- 95.5 120.0 G. a e .d c a' '30" 32" 54, 91.9 120.0 , I" pl 76' 86.2 118.2 • " ° TYPICAL ANCHORS TYPE 'A' OR 'B• \ PICAL ANCHORS TYPE 'C' TYPICALAT 6" FROM ENDS AND 1 1 40" 82.2 112.7 AT 6" FROM ENDS AND 17" 0.C. MAX. AT JAMBS 17" O.C. MAX. AT JAMBS Tisions:�-��TP� ..2.1 •E. EER RCn 02.28.13 REV. PER R(R COMMENTS 04.25.14 GENERAL REVISION 04.10.151111 NO CHANCE THIS SHEET UPDATED TO 2017 FBC _.11111 80.6 110.5 2 1/2` MIN. 17" O.C. MAX. AT HEAD/SILL I 24" O.C. MAX. AT HEAD/SILL 42" EDGE DIST. 1" MIN. 20' 110.0 153.2 24• 97.0 133.0 INSTAL,LATION TYPE '5' INSTALLATION TYPE '6' 26' 86.8 119.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 30' 82.8 113.5"2'so' 2BY WOOD BUCK OR WOOD STRUCTURES A - 1/4" DNA. KWIK-CON II BY 'HILTI' (Fu=163 KSI, Fy=157 KSI)3z• 79.4 108.8 TYPICAL INSTALLATION DETAIL PRODUCT REVISED 36" 73.9 101.3 DIRECTLY INTO CONC. OR MASONRY as complying with the Florida ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM Building 40" 60.0 60.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY NOA-No. 17-0918.11 42' 60.0 60.0 B - 1 /4" DIA ULTRACON BY 'ELCO' (F4"177 KSI, Fy=155 KSI) Expiration Date 1012612023 20' uo.o 171.0 t07.� 1zD.o DIRECTLY INTO CONC. OR FILLED BLOCK 2.500 .845 III-. gy �U�✓-� 24" 28" 95.9 120.o 1-1/4" MIN. EMBED INTO CONCRETE • _'1I ,4 • • FILLED BLOCKS • • ••a+ .065 Miam ado Product Co 8©w11© 30" 66' 91.3 120.0 2-1/4" MIN. EMBED INTO GROUT .IIss--1l� -- 59 • 11 i 1® 1 ' 5 S 1 o 52 �.-. x 32' 67.3 119.7 _I C - SMS (GRADE 2 CR5) ♦' • • • • • • • 1.125 �� N7777 36" 60.0 60.0 _#14 .56 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES • • • • • `\`X� P �"......." '. � S:'?OENSR '•. 40" 60.0 60.0 1-1/2" MIN. PENETRATION INFO WOOD 1.436 �- • 20' 110.0 154.5 .125 .903 Na. r92 I 24" 97.0 120.0 TYPICAL FDGE DIVA, cc = 86.0 117.9 _ INTO CONCRETE AND MASONRY = 2-1/2" MIN. •�LZIMINUt��•Cis-!• OPTI F L ER 28" 30" 72" 81.7 1120 ••• • INTO WOOD STRUCTURE = 1" MIN. • • • 6063-T. • • • 6063-66 • -s ,j 2 yi OF lV�? drawing no. W98- 100 1W9',sheet 32' 77.9 106.9 •• •• •• • •• • • • •• • • J -OP•'• ®�� f c 3000 PSI 36' 60.0 60.0 CONCRETE AT HEAD. SILL OR JAMBS = MIN.� , C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. • • • • • • • • '777/ 1°NAL 7 of 7) t, ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • f MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.g6v/economv DESCRIPTIONS es "Sentinel 130" Aluminum Fixed Window - L.M.I. MIAMI•DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) �CGI-Windows _and Doors; Inc. 10100 NW 25tk Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable' rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade Cotjt tr R - Product Control Section to be used in Miami -Dade County and other areas where allowed, by the'Rdfhority Having Jurisdiction (AHJ). •• • • •'• This NOA shall not be valid after the expiration date stated below. The Miami -Dade •C•otmt ' Product Control Section (In Miami Dade -County) and/or the AHJ (in areas other than Miami -Dade Cgtjgty) reservg,kg right to have this product or material tested for quality assurance purposes. If this product. pf matefid Jets to' perform in the accepted mariner, the manufacturer will incur the expense of such testing and the Al-1J may immediately revoke, modify, or suspend the use of such product or material withint4teilrjurisdiotion. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade Etery: Product Control Section that this product or material fails to meet the requirements of the applicable building code* • This product is approved as described herein, and has been designed to comply with life.Florida Building • Code, including the High Velocity Hurricane Zone. ` . . .• APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 110 Alum Fixed, Window (L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 he available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0413.03 and consists of this page 1 and evidence pales E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 Page 1 . CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.13) 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M:I.) (S.M.L), 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,bg JAvad Aiwa. P.E. • .. . . • . • .• •. B. TESTS • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading perY.$Z3 TAS.V. 94 2) Large Missile Impact Test per FBC, TAS 20L91 .. • .. 3) Cyclic Wind Pressure Loading per FBC, TAS 2ba•94 . along with marked -up drawings and installation diagram of a tics J500 PVE fixed window, to qualify DuPont "Butacite" PVB interlayer, DuraseaT® and Sup Sp er® insulating glass spacer, prepared by Certified Test LaboratoTi.s!'Vest Its ort No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P'lr.. •. • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No, CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No.; HTL-0080-0103-10; dated 03/30/10, signed and sealed by Vinu J. Abral m, P.E. (Submitted under NOA No.10-0510.13) P.E. Product Contr9`1 Exa ii iner NOA Na 7- I ° 18.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. ... . • • • • • QUALITY ASSURANCE • • • • • • •• • • . . 1. Miami -Dade Department of Regulatory and Economic ResourctrrER) • • • • E. MATERIAL CERTIFICATIONS •••• •• • • • • • .... •... • • 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeN.e.tuours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 0:7r4P147. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DENt', t urs & for their "DuPont Butacite® PVB Interlayer" dated 04/11/13: expiring oi;. i/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical ompajy LIVIA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiiingcut 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Safiex CP - Saflex and Saflex HP Composite Glass Interlaycrs with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued . by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel erez 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.I.) (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G, dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conwly c witlaroG 6th Edition (2017), dated July 15, 2017, prepared by Al-Farooq Corporation,- signed and sealed by Javad Ahmad, P.E. • • • • 2. Glazing complies with ASTM E1300-09. : • . . • • . .. . ...... . .... • . .... • . .• . • •, •. D. QUALITY ASSURANCE . • •. • . . 1. Miami -Dade Department of Regulatory and Economic Resources (REX) • •; • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to, Kuraray America, Inc. for their `"Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014), with FBC 6th Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, 'signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0413.03, issued to Series "Sentinel 130" Aluminum Fixed Window — expiring on 09/22/20. E-3 CGI Windows & Doors, for their .M.I. approved on-.Q6/25/15 and Manuel P e P.E. Product Control E miner NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval bate: November 22, 2017 49" FLANGE WIDTH D.L OPG. 6" MAX. HEAD/SILL CORNERS 18" MAX. SHORTER SIDES In AlE m ' U ' IL I II �� _IL '7 —U iO 4 BUCK WIDTH D.L. OPG. 18. Cio � T T II fl II II II II II II it II 11 LL _ �T-----Tr--- FALSE MUNP,NS ,,,,_(SURFACE APPUED)D) FLANGE & FLANGE ADAPTOR FRAME SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WOW. 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. /1 1 8" MAX SHORTER SIDES EQUAL LEG FRAME THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5T11 EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHC). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST SE 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-METAUJC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED 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 RECENING THIS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL WINDOW WIDTH I z I 3 WINDOW WIDTH 3 49" FLANGE WIDTH D.L OPG. 11 II II 7 w_ _JL Tr 11 R U II II II II II li II -- 11 T 6" MAX. HEAD/SILL CORNERS WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH, L / J WINDOW WIDTH 6" MAX SHORTER SIDES 3• z • • • •I• THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ••• W. WIDTH . ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE Of SOIILARrAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE SR RECT•NGLE•AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM 111OSE SNIPES. • • ON 6" MAX. CORNERS TYPICAL ELEVATIONS ANCHOR SPACING SHOWN HEREIN APPLICABLE, TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. 96" BUCK HEIGHT D.L GPC. Ie I II%/ II I II 11'/ II II II II 7" MAX. DAYI ITF OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" W. WIDTH , WINDOW WIDTH • • • •• •• • ( ' S • • • •• PRODUCT REVISED as complying with the Florida Building Code • pale • 17 O 18.:r • spirationOate 0 2070 • 1p.(, � • •1'• •Ilam de Prod n 3 STRAIGHT SIDES LAM GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT MATT MISSILE IMPACT 1111111 III/if �� s4„4�� )P.• 7 ATE OF • OMVP: S •. ,.•'.a ///I IIIt111 J COMP-ANL\W70- 0 C B S N 0 9 S c y� Y 14 -drawing no. - W10-02 sheet 1 of 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 48' BUCK WIDTH D.L. OPG. 6' MAX. HEAD/SILL CORNERS 16' MAX. STRAIGHT SIDES L 11 C II FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 6' MAX. HEAD/SILL CORNERS FIN FRAMES • • BUCK WIDTH D.L OPG TYPICAL ELEVATIONS 96' BUCK WIDTH ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES • • . • • • • • • • • • • • ▪ PRODUCT REVISED • . • .. • • • • • • • as complying with the Florida Building Code NOA-No. 17-091 B.07 - -• • • • • • • • —• • • • • • • • • igy • • • • • • • 1Vlle ode Produc ontrot • • • • • • • • • • • •• •• • • • • • • • • ••— • 020 Expiration Date 09/2 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • OCE /.� ATE OF !(�` rrV Z F 08CLE �w OOOo gig Lto cc OGHr a Q'oZn 0 OacoS ootai COMP-ANL\W10-02CGI FM. (305) 593-6592 C S S B S C n S 1 S a 3 S B B d B drawing no. W10-02 sheet-.10f 6 UDESIGN Via \ t.3 U L'L n LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF W 'C'&'CI' 'D'&'01' FLANGE DIMS. BUCK DIME. CLASS TYPES 'C'&'CI' GLASS TYPES 'D'&'D1'on FLANGE 900TH (W) DIMS. LENGTH (L) BUCK WDTH (W) DIMS. LENGTH (L) CLASS TYPES EXT.(+) 1NT.(-) GIASS TYPES EXT.(+) INT.(-) WIDTH (W) LENGTH (IX (W) LENGTH (L) E r.(+) f 1M.(-) EXT.(+) 1NT.(-) AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 2848100 FAX (306) 282-8978 COMP-ANL\W1 24' 23" 80.0 80.0 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 30' 36" 29' 35• 80.0 80.0 80.0 80.0 36" 114' 35" 113" 73.0 73.0 80.0 80.0 42' 41 80.0 80.0 80.0 80.0 41' 40' 61.4 61.4 80.0 80.0 1-I 48' 36" 47" 35• 80.0 80.0 80.0 80.0 24• 23' 80.0 80-0 80.0 80.0 :r' �i II 54' 53' 80.0 80.0 80.0 80.0 30" 29' 80.0 80.0 80.0 80.0 3 �� 59" 80.0 80.0 80.0 80.0 36' 120" 35' 119• 72.4 72.4 80.0 60.0 (yy 60" 61' 60" 80.0 80.0 80.0 80.0 39" 38" 65.9 65.9 80.0 60.0 24' 23' 80.0 80.0 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 001E1 30' 29' 80.0 80.0 80.0 80.0 30' 29' 80.0 80.0 80.0 80.0 WIDTH AND LENGTH DIMENSIONS CAN SE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 36' 35" 80.0 80.0 80.0 - 80.0 36' 121" 35' 120" 72.3 72.3 80.0 80.0 42' 41" 70.2 70.2 80.0 80.0 39" 38' 65.8 65.8 80.0 80.0 48" 46' 47' 47' 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 )5. iyp.BUCK DIMS Yi', TYP. 54" 6" 53' 59" 61.3 61.3 80.0 80.0 S' 61.3 61.3 80.0 80.0 DESIGN LOAD CAPACITY,_-,PSF - SERIES SENTINEL 130 ALUM FIXED WINDOW (L.M.L)(S.M.I.)) CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 61, 24" 60' 23" 80.0 80.0 80.0 80.0 FLANGE DIMS. BUCK DIMS. t GLASS TYPES 'C'&'CI' CLASS TYPES 'D'&b1' FLANGE FRAME 30' 29" 80.0 80.0 80.0 80.0 WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) "EST.(+) INT.(-) EXT.(+) TNT.(-) _.... 50.0 80.0 80.0 00.0 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 36' 42' 35" 41' 70.2 80.0 80.0 26-1/2" 25-1/2' 80.0 80.0 80.0 80.0 FLANGE DIMS 48" 60, 47" 59"70.2 61.3 61.3 60.0 80.0 37' 36' 80.0 80.0 80.0 80.0 BUCK DIMS 54" 53" 54.3 54.3 72.5 72.5 . 48' 28, 47' 25" 80.0 80.0 80.0 80.0 - 60" 59" 48.8 40.8 65.1 65.1 53-1/8' 52-1/8" 80.0 80.0 80.0 80.0 61" 60- 48.8 48.8 65.1 65.1 61" 60' 80.0 80.0 80.0 80.0 24" 23' 80.0 80.0 80.0 80.0 19-1/8' 18-1/8" 80.0 80.0 80.0 80.0 30' 29' 80.0 80.0 80.0 80.0 26-1/2' 25-1/2" 80.0 80.0 80.0 80.0 EGUAL LEG FRAME 36' 35" 80.0 80.0 80.0 80.0 37" 38-3/8° 36° 37-3/8° 80.0 80.0 80.0 90.0 41" 70.2 70.2 B0.0 80.0. 48' 47" 77.1 77.1 80.0 80.0 BUCK DIMS 42' `48 ! 72, • 47' 71. K 61.3. 61.3 � 80.0 80.0. 53-1/8" 52-1/8" 77.1 77.1 80.0 80.0 54' 53" 54.3- 54.3 72.5 72.5 61' 60' 77.1 77.1 80.0 80.0 F 60. 59' 48.8 48.8 65.1 65.1 19-1/8" 18-1/8' 80.0 80.0 80.0 80.0 . r - 61• 60" 48.0 48.0 64.0 64.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 FIN FRAME 24' 23' 80.0 80.0 80.0 80.0 37' 36" 80.0 80.0 80.0 80.0 0 a"' I.` Q B 3 2 UPDATED TO 201. MO NO CHANCE THIS SHEET - o P. 30' 29" 80.0 80.0 80.0 80.0 48' 50-5/8" 47' 49-5/8' 61.3 61.3 80.0 80.0 BUCK DIMS 36" ^. 35' 78.2 78.2 80.0 80.0 53-1/e' 52-1/8' 58.0 58.0 77.4 77.442' I 41" 70.0 70.0 80.0 80.0 61' 60' 58.0 58.0 77.4 77.4 48' µ•I 47" B3" 61.3 61.3 80.0 80.0 75-1/4' 74-1/4" _ Sd0 58.0 7z4 n.4. FLANGE ADAPTOR FRAME 54' 53" 54.3 54.3 72.5 72.5 93-3/4" 92-3/4' 58.0 58.0 76.5 76.5 f `56 55" 1 -52.4 `52.4� ' 69.8 69.8 19-1/8' 18-1/8" 80.0 80.0 80.0 80.0 24" 23" 60.0 80O 80.0 80.0' 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 FLANGE DIMS 3p• 20" 80.0 80.0 80.0 80.0 37" 36" 80.0 80.0 80.0 80.0 36' 35" 75.6 75.6 80.0 80.0 48" s3' , 47' 62" 61.3 61.3 80.0 80.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE > 42' 97' 41" 96" 65.2 65.2 80.0 80.0 53-1/8" 52-1/8• 55.3 55.3 73.7 73.7 BASED ON ASTM E1300-09 (3 SEC. GUSTS) n °' oc o 61 e - .- ` d n o `; a ' n O n o o 0 ,I-- N 8 48" 47' 60.6 60.6 80.0 80.0 _ 61' 1�..�. 60- 48.0 48.0 64.0 64.0 AND FLORIDA BUILDING COMMISSION 49" 48' 59.6 59.6 80.0 80.0 4 75-4/4"'. 74-1/4' C. 46.5 46.5•-. 61.9 61.9 DECLARATORY STATEMENT DCA05-DEC-219 , c ° L., w " " 24" 23' 80.0 80.0 80.0 80.0 19-1/8" 18-1/8" •619.0 • • *0.00 • 80.0• 80.0 • • • 111111 IIlU177 ^' 1 7S N .• c i . L• I 30" 29" 80.0 80.0 80.0 80.0 26-1/2" 25-1/2' ,: 80.0 :0.0• • :80: 1.0 : : �`�pa® N".11ry�Lg77i� 36' 102' 35' 101' 74.6 74.6 80.0 80.0 37' 36' •78.9 •J8.9• •80$ • • Sj. • • l.--D { i) iif17 V...'VGEP7SE"••'V'�� 42" 41' 65.7 65.7 60.0 80.0 48" 76" 47" 75' 6R.3 • 80% • BE.O • • „C1 9 •- 46" 45' 59.3 59.3 80.0 80.0 53-1/8' 52-1/8" t .55.3 n •E1.3• 55.3 • • 73.7 717 • 'ADDUCT REVISED' = •.70592 �) 24' 23" 80.0 80.0 80.0 . 80.0 61' 60' 48.0 48.0 64.0 64.0 as complying with the Florida Betiding Code 1 �7 - = 30' 29" 80.0 80.o 50.0 MO NOA-No. 17-0918.07 drawing - no.. W Q_02 -36"- 108" 35' - 107" 73.8 73.8 80.0 80.0 - ANCHOR SPAC NG TO BE AS PETr SHEETsi} & 1.1 • • • • • • - ATE OF "?'7 z rat n Date 09l2 2020 • -`• 42" 41' 62.4 62.4 80.0 80.0 • P. OR1D • • • • • • • • i� 5.,.,.!'•' (y`�� 43' S9.1 59.1 80.0 B0.0 7 • • • • • • • • / o t N4A �P sheet of 2 s µ' M� de roduct ntr 7 `/ .. .. • • . �, 1 I/III111 •••• ••••••• • • • • •• •• • • •• • • •••• •• •• •• • • •• • • •• • •• • • • • • •• •• • • • •• •• 4100 • • • 000 • • S :3/16�ANN. GI ACS .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 'Kuraroy America, Inc.' OR .090" Interlayer Trosifol PVB• By' kuraray America. Inc.' 3/16" HEAT STREN'D GLASS m � I I �1 1 �_ ,41 •r�� E ®AT 1/4 PO NTS ON LITES WIDER THAN 36' hi I GLASS TYPE 'C' C7/16�OVERALL Lam. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 (L.M.I. & S.M.I.) EXTERIOR 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 'Eastman Chemical Co.' R 090' Interlayer SentryGlas •By Kuraroy America, Inc.' OR ' 090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 3/16' HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'D' 7/16" OVERALL LAM. CLASS 3/B" AIR SPACE 3/16" HEAT STREN'D GLASS n (S.M.I.) IN ORDER TO OUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl' & 'D1' MUST 8E TEMPERED. S a Wx 3/16' ANN. GI ASS I .075" Interlayer Settee CP With PET Core By 'Eastman Chemical Co.' OR .090" Intenioyer Sotlex Clear And Color Glass By 'Eastman Chemical Co.' OR .090' Interlayer SentryGlas BR 'Kuraroy America, Inc.' O .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 3/16' HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'OUANEX' OR SUPER SPACER BY 'OUANEX' 3/8' AIR SPACE 3/16' HEAT STREN'D GLASS AT 1/4 POINTS ALL SIZES GLASS TYPE 'Cl' 1" OVERALL INSUL LAM. GLASS (L.M.I. ONLY) z S a 14 X W GLASS TYPE 'D1' 1" OVERALL 1N L LAA1.•Gt‘ASS • • • • • • • • • • • • • •• • • • • • .3/16' HEAT STREN'D GLASS .075" Interloyer Saflex CP With PET Core 'Eastman Chemical Co.' OR .090' Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR 090" Interlayer SentryClas BR 'Rummy America, Inc.' O .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 3/16' HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' 0R• • • • • • • •DUikSE•L 9f 'CSANBC' • • •OR • • • • • • • •SU•ER •PAIR OY '5111 EC' • • • • • • • • • •• ••• •• • • • •• AT 1/4 PONfS ALL SIZES PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 •••_.- • • • • • • • • • • • •By • • • • Mi•rir • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • iray9n�at• 091222020 SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 OPTIONAL GLAZING DETAIL GLASS TYPES 'Cl' & 'Dl' LI cC+ 7 1 0 3 C 0 id C c O F N o - tn 3 ,n C Zc. y U p ¢ J FAX. (305) 593-6562 Gt.�J� drawing no. W10-02 sheet 3 of 6 • TYPICAL INSTALLATION DETAILS - AL.FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (CA.N. 3538) TEL (306) 2643100 FAX (305) 262-6978 �. •r COMP -ANL\W10-02CO3) THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW — — — —� INSTALLATION DETAILS THRU IX WOOD BUCKS INTO CONCRETE �FLANGE_3 INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE TYPICAL ANCHORS INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE 1/4- MAX. INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MUWONS FLANGE SEE ELEV. SHIMS it 1 it ' 28Y WOOD BUCK FOR SPACING OR (' WOOD STRUCTUR TYPICAL ANCHORS METAL STRUCTURE .; M2 I allE3 yi SEE ELEV.• FOR SPACING °'' M2 TYPICAL ANCHORS SEE ELEV. O s t� e w © FOR SPACING em u. 1-ram J® Inc ___ � '=�n MIN.. 11= OC•�7•I ° I SERIES SENTINEL 130 ALUM FIXED WINDOW (LM.L)(S.M.I.)l CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FM. (305) 593-6592 WOOD °' 1BY BUCK TYPICAL AIICHORS SEE ELEV. ` FOR SPACING }L { O ® I .a 1 E1 E3 • � y �_ 1/4° MAX. • EQUAL LEG EQUAL LEG SHIMS EQUAL LEG < © EQUAL LEG ° ® 2BY WOOD BUCK METAL B 1 ,I A 1 WOOD STRUCTURE ( 1 v, a .'mow �"`•]111'■]' STRUCTURE ® TYPICAL ANCHORS © �� e� SEE ELEV. I m a i � o FOR SPACING ©tLJ I ® s I2Lw� ■Ir 11 1.1 :�:ice E2 ��_ �y . IBM c c F`�c E °¢ NO CHANGE TH5 SHER NO CHANGE THIS SHEET UPDATED TO 2014 FOC NO CHANGE THE SHEET o S �—Iit' M3 TYPICAL ANCHORS a SEE ELEV. FOR SPACING v ° - ��'� I WOOD "- p •' ° ^ ' -I ° 185 BUCK 'TYPICAL ANCHORS - ° SEE ELEV.' FOR SPACING ii it TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida - Building Code NOA-No. 17-09'I S.D7 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. �,,,11 y oMBg� - Expiration Date 09/2212020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TYPICAL ANCHORS: SEE r1EV. FOR SPACING I AND TRANSFER THEM TO THE BUILDING STRUCTURE. Byo 'fI � 1/4" DIA. KWIK-CON II BY 'HILTI' (Fo Tt3 K51, Fy157 KSI) Mi•r•1-D J/ • • • • v e�w12� o 2 o Yii - Jam. s: , • i� "t%4" DIAL-ULTRACON=B'P'ELCO' (Fu=177 KSI, Fy=1SS 1DI) i14 SMS OR SELF DRIWNG SCREWS (GRADE 2 CR5) . •i- •*at • -4 •.,. • • • INTO 26Y WOOD• BUCKS OR ^WOOD STRUCTURES 1-1/2" MINI. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 16Y BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY - INTO -CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) INTO MAM!-DADE COUNTY APPROVED MULLIONS OR • INTO METAL STRUCTURES (HEAD/SILL./JAMBS) (3) THREADS MIN. PE\ETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-TS MIN.) STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAIN'D) • • • • • • . •\\V •N70 CAVQR O :AA�Nf %• 2-11'� MIN. 0 )y TURE•= 1 • Mlii. • • e;i) } i i817 ItdiO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS re = 3000 PSI MIN. BL Ir • _ C •'FOLLOW D ice• AT JAI•�S j'rn� ile 100 PSI MIN. •• • •• •• • • • • • • • • • • • • • • •• . .a. • �P.•' , / .1 �i' �Ti ,p,,7y�� -•• '� I • � = Y� _ ' �= • 14Z .14 TE OF r Gyp i� CP• Cl�:' NALYYY�� drowing no. WHO-02 (sheet 4 of 6 ) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ---Th AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3638) C �Ir TEL (306) 264-81.00 FAX. (306) 262-0978 ) I COMP—ANL\WIO-02c0i c TYPICAL INSTALLATION DETAILS -_ --... -, 'THESE, DETAILS. ARE ,TYPICAL ON ALL FOUR SIDES OF WINDOW — --�-- - - _ _ - - - 1 -` `, INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE ADAPTOR --4 INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE ADAPTOR INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR TYPICAL ANCHORS 1/4" MAX. k.- SEE ELEV. 2BY WOOD BUCK FOR SPACING OR WOOD STRUCTURE SHIMS TYPICAL ANCHORS METAL STRUCTURE B3 E3 I--_—�'''{ K ® ' A3 �� >< SM ELEV. FOR SPAC4NGANCHORS : ® TYPICAL ANCHORS SEE ELEV. _ i' 1 FOR SPACING N —!1\ !:.11P IN� C 3 • m ��; II 'l 4 [SERIES SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.M.I.)) CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FA21. (305) 593-6592 ® NW ILij �•-_.__• W. ,. mJ� 1-1 /4" �ORM ® Ill ill ') • .ri � ��''''''ttt f WOOD ° 1BY > BUCK TYpGL APCI10R5 SEE ELEV. ` I , FOR SPACING t— 11 ® • .. a �17 0 0 3 usi r _ ..r.. V I�L7.1J T- r.,_. I I 1L 1/4" MAX BUCK HEIGHT 1/4" MAX. 2 3/8• MIN. -GAP -�1 GAP r WOOD STRUCTURE NOT BY COI 1/2" MIN. 1/2" IN. ` C2 2 3/8" MIN. T FRAME FIN j. M2 BAULKED r `' \\\ TYPICAL ANCHORS: SEE ELEV. FOR SPACING I �CAULKLNG i i #B SMS (GRADE 2 CRS) 1 — ° ...L.,NOT '2'4 5 C h X' g 1 I UPDATED TO 2014 FBC NO CHANGE THIS SHEET LG (0&29.f] UPDATED TO 2017 FBC INTO 26Y WOOD BUCKS OR WOOD STRUCTURES .- . _ __ _-____ -_ -__-_ WHEN USED THE MIN. WOOD i 1-1/4" MIN. PENETRATION INTO WOOD BUCK DEPTH SHALL BE 2ir1'. f ( " l THE USE OF DEEPER' OR BEVELED WOODBUCKS IS r PERMITTED. f HOUSE WRAP E3 ® BY CGI EXTERIOR BUCK WIDTH BUCK WIDTH �. a I I F ___ MIAMI-DADE COUNTY I I I I APPROVED MULUON rI MIAMI-DADE COUNTY APPROVED �' i MULLION & MULLION ANCHORS SEPARATE I N o = 5 a r S 0 I I 1 8 MUWON ANCHORS SEE SEPARATE NOA• • • I SEE • • • • • • NON • • • • • • • , 1 • • +_, 'f, :I '• cry ? 1 ,t,llln 7 `" IIIIIA �� " o W o • i. • • a • i > _ _ _ _ _ _ • • • PRODUCT REVISED - I I I L I as complying lying with the Florida Building Code NOA-No. 17-0918.07 T, ...,, -1 - r - • • • • '" TYPICAL ANCHORS • • SEE ELEV. • Iratlon Date 0912212020 • • iORSPApNG• • YP® -TE OF- -• At/� drawingno. r, I 0-02 W1 • • •- T • • • • • • • • .• OR10?'.%' \�� • /14 X 1" SMS. • • • • • • • • • %iA �! • •• ..• t� • • • • • • • • • • Nam ado Pro amntr 1 III � � NAL � 1,‘ : .• a` . • sheet 5 of 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• •0• • I • ••• • • E7 FLANGE FRAME OFLUSH FRAME/FIN FRAME .675r .995 .050 975 . 64 GLAZING BEAD (LAM. GLASS) .995 O50 L-1.164-I E4 GLAZING BEAD (LAM. INSUL. GLASS) 1.000 —g .125 .500 I-1- M4 GLAZING ANGLE (LAM. INSUL GI APS) 1.130 .065 1.550 .050 L 1.395 1.680 NAIL FIN ADAPTER . F25;- F.180 .55050 E6 FLANGE ADAPTOR 1.395 II L "180 i 1 .050} 0-9- T .065 J FLUSH FRAME COVER .050 M2 SCREW COVER ITEM PART 6 QUANTITY DESCRIPTION MATERIAL MA1AF./SUPPLIER/REMARAS El CGI-118 4/ WOW. FLANGE FRAME 6063-T6 - E2 CGI-119 4/ WOW. FLUSH FRAME/FIN FRAME 6063-T6 - E3 Ca-121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-76 - E4 CGI-123 4/ WOW. GLAZING BEAD (LAM. INSUL GLASS) 6063-T6 - E5 COI-110 4/ WDW. NAIL FIN ADAPTOR 6063-T6 - E6 CGI-109 4/ WDW. 1 FRONT FLANGE ADAPTOR 6063-T6 - M1 CGI-382V AS REDD. GLAZING BULB VINYL PVC OUROMETER 75-80 SHORE A M2 CGI-124 AS REDD. SCREW COVER- OPTIONAL PVC - M3 CGI-112 AS REDD. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8") 16063-T5 - M5 - • 2/ UTE SETTING BLOCKS EPOM DUROMETER 855 SHORE A S2 #10 X 1-1/4' 2/ CORNER ASSEMBLY SCREW PHL PH SMS ST/ST - CIRCULAR WINDOWS WELDED JOINT AT ENDS RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS •• a•• • • • • • •• • • • • • •• • • • •• ••• •• • • • •• PRODUCT REVISED as complying with the Florida Building Code Non -No. 17-0918.07 • • • • • • • • • t • • - •' •- • • • • 4fxpratlon Date O9/2212020 • • • • • • • • • • • • • • • • IPY • • •• •• • • • JIII- '•ade roe o •1 • • • • • • • • • ro'V N -J S i ST Q N 0 i U U C I!1 0 0 p w C co C O N o p N • M n U C Z 30.o off,. � o¢ FAX. (305) 593-6592 S G S 0 a S 0 drawing no. W10-02 (sheet 6 of 6 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • c • •• •• • • • • • • • • • • • MIAMI—DADE COUNTY, FLORIDA PRODUCT•CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 ,NOTICE.OF ACCEPTANCE (NOA) , www.miamidade.Qov/economy CGI-Windows & Doors, -Inc? 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction'(AHJ). This NOA shall not be valid after the expiration date stated below: The Miami -Dade County Product Control Section (Tn Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material' fails to perform in the accepted manner, the manufacturer will incur the expense of ,uch to sting atitd tiii.AHJ N may immediately revoke, modify, or suspend the use of such product or material 441in:heir jujisdigtion. •• RER reserves the right to revoke this acceptance, if it is determined by Miami-Dadeg,441 y Prodtict ! trol • Section that this product or material fails to meet the requirements of the applicable laui44g code. . • This product is approved as described herein, and has been designed to comply witikuitl. Florida$uilding • • Code, including the' High Velocity Hurricane Zone. _ • • • • • • • •• • • • • • DESCRIPTION: Series "Sentinel 120" Aluminum Horizontal Sliding Window -%.1V : • APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 12(44,441. 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 03/29/1t with rer✓isioa "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Atmad?t. E., bearing the Miami -Dade County Product Control Revision'stamp with the Notice of Acceptance 'Humber and enitation date by the Miami -Dade County Product Control Section. • • • . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved', unless otherwise noted herein. RENEWAL of this NOA shall be, considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any,section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0929.13 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. C.N0A No. 17-0918.09). Expiration Date: September 22, 2020' Approval Date: November 02, 2017 Page 1 . . . . . CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS •..• 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 • • • • • • • 2) Uniform. Static Air Pressure Test, Loading per FBC, TAS 202-94 •• • • •• '•.• 3) Water Resistance Test, per FBC, TAS 202-94 • • •• • •• •• 4) Large Missile Impact Test, per FBC, TAS 201-94 • 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 • • ••.. •••• ti • •• • • • •• 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94• • • •..alplag with marked -up drawings and installation diagram of a series Sentinel 120 • •••almninum horizontal sliding window, prepared by Certified Test Laboratories, Test • • • : • telort No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, • . • • • • • • 2. ; • •Ust reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ••' • •' 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading; per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) • E-1 orge M. Plasencia, P. E. Prod ct Control Unit Supervisor •NOA No. 17-0918.09 • Expiration Date: September 22, 2020 Approval Date: November 02, 2017 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 SuperSvcer® insulating glass spacer, prepared by Certified Test Laboratpries, Test %ejjt No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh.' Pfatel, 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, ' 3C, Tii:225 94 • 3) Water Resistance Test, per FBC, TAS 202-24.... • • 4) Small Missile Impact Test, per FBC, TAS 241.44r . , 5) Cyclic Wind Pressure Loading, per FBC, T4.9:6:-94 • • • 6) Forced Entry Test; FBC 2411 3.2.1, TAS 20.2-94 • • • along with marked -up drawings and installation diagram of. a veries.. Sentinel aluminum horizontal sliding window, prepared by Hurricane Test Labordtpt '. •LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) . C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with! FBC 5te Edition (2014), prepared by Al-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. 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. •• r • • STATIMIENTS • • • 1. • • sta{ement letter of conformance, of complying with FBC 5t'' Edition (2014) and of no • • •,,,,• •, yiancial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed • • .. 134lavad Ahmad, P. E. •• • • 2. • Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, ▪ ••: •:SSijed by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. ▪ • 3. •• Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by • • •. • •• ; Ipithe Gascon, P. E., Section Supervisor. • •.'..' 4. Laboratory compliance letters for Test Reports No.'s CXLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-051012) 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. orge M. Plasencia, P. E. Pr uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-3 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE •.• • •... 1. Miami -Dade Department of Regulatory and Economic Resourc'ec.('RER). • • • ••• . • • E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amer �aJnc. focKi to • • "Trosifol® Ultraclear, Clear and Color PVB Glass Interlaygrg';ted 0.1/19t17, • • 'expiring on 07/08/19. .. •... • • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ameritee,•Ic. for their • • "SentryGlas® (Clear and White) Interlayer" dated 06/25/15: expiring 4A70/0Q•/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemiaf Fompany •(MA) • • for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers gitjrPET Core" dated 09/07/17, expiring on 12/11/18. 4.. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. � • F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th Edition (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA #15-0929.13, expiring on 09/22/20. orge M. Plasencia, P. E. Pr uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date:, November 02, 2017 E-4 •. • • • • • •. • • • ••• • • • •. •• . • •• •• • . •• ••. • ••• • . • •••. •. •• • • •. . •• • •• • •• •• .. • . • i Ir1 �.n_ ,,,-•„,,..,• FLANGE WIDTH 5" MAX. TYP. .i HEAD/SILL ( ' 0 MTG. STILEto 1 (T� 63" FLANGE HEIGHT 58 1/2' (I l l' ; D.L. OPG. II F s • w � II 6 - II I / %% 1 F II II 5 FALSE MUNnNS (SURFACE APPLIED)— 32 7/3" 32 7/8" ADDL. ANCHOR REDD. AT CENTER OF ALL PANELS OPTIONAL 0.L OPG. 36 3/8" D.L. OPG. FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL FLANGE Sc FLANGE ADAPTOR FRAME 10" 5 1/2" MAX. HEAD/SILL BUCK WIDTH 5" MAX. TYP. MTG. STILE 13 5/16" MAX. HEAD/SILL BUCK HEIGHT 58 1/2' VENT HEIGHT 55 3/4' it II ii g i it 2 S ii M. e r / V a J FALSE MUNRNS (SURFACE APPUED) OPTIONAL 32 7/8" 32 7/8" D.L OPG. 36 3/8" VENT WIDTH D.L. OPG. FIN FRAME • • 5• • • • BUC+C•Wi0TH • •• •• • • • • • • • • • • • . • • • 5" • HEAD ILL• • • • • • • • • • • • • •• • TYP. • • -7 • • MTG. STILE BUCK HEIGHT 58 1/2" r _ II • • •••ll •O VENT HEIGHT 55 3/4" D.L. OPG. • u ••i!• • • • • • • • N 11 II 1 I • • /. tli II • • • V I �, : FALSE MUNTINS� (SURFACE APPLIED) 32 7/8" 32 7 6" / ADDL ANCHOR RE. AT CENTER OF AU - D.L. OPG. FIXED OR OPERAB1 ABOVE 30" PANEL AT HEAD/SILL OPTIONAL D.L. OPG: 35 3/8 '._ V EQUAL LEG FRAME SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STIR EDITION)/2017 (6TH EDRION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETALS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HI?H IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT 35116O TO STTEL/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 OFF STRUCTURE SPECIFIC RECENP O THIS PRO UCT AND OF THIS AROUNDUCT, OPEAD GQ FORM WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 5 Cl N Q IA a D. PANELS WIDTHS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Da . 09/22/2020 By Miami Product Control LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT VXV`1\11111 I//A/A �Q',•' \¢ENS '•:® i SIRES SENTINEL 120 ALUM HONI2. SUANG WOW. (LILL/S.1LI.) FAG. (305) 593-6592 G 1) 0 8= � o e 56 0 drawing no. W10-18 sheet 1 of 11 111" I I r l lint -.4.. w rA i l w i. MAX. FLANGE WIDTH HEAD/SILL TYP., A C MTG. STILE ;I (i 1 I I J 63" FLANGE HEIGHT 58 1/2" E ii 4 F ' I IF"' _— � o ---ter--- f � 5 6 I I N /1 �j I /1 Ij i FALSE MUNTINS (SURFACE APPLIED) 1• 24 ` - 1/2" f - a 49 5/6" - ADDL. ANCHOR REDD. AT CENTER OF ALL PANELS OPTIONAL D.L. OPG. D.L. OPG. FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS 28" AT HEAD/SILL FLANGE & FLANGE ADAPTOR FRAME 110" 5 1/2" MAX. HEAD/SILL 0 FALSE MUNTINS _ (SURFACE APPUED) OPTIONAL BUCK WIDTH 5' MAX. TYP. I UTG. STILE 13 5/16" MAX. HEAD/SILL • III I, 1ii• v V-, V • II VP , I •' .. C= � i Wino -. = _simmil■ 24 1/2" D.L OPG. 28" VENT WIDTH 49 5/8•• D.L. OPG. FIN FRAME 01 110' FLANGE WIDTH 5 1/2" HEAD/SILL 5" MAX. TYP. MTG. STILE J i� FLANGE HEIGHT 58 1/2" ® 11 `J F S M 2 0 g O O 3 • ...1L B1 5 6 Y - Ii 31- /La fit__ 6 __ /. 4 ,,1 FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 24 1/2" .L OPG 28" VENT WIDTH 1.411 ADDL. ANCHOR REDO. 49 5/8" AT CENTER OF ALL PANELS D.L. OPG. FIXED" OR OPERABLE ABOVE 30" PANEL WIDTHS. AT HEAD/SILL EQUAL LEG FRAME •• • • • • •- • • • •• • • • • • •• • •• • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • • ••• PRODUCT REVISED as complying with the Florida Building Code • • • • • NOA-Noy 1-0918.09 • : �Expiro�on�atllg►22/2020T 0 • • •By •'. • •• •••4iam•i• ••ig Control ALUM NORM. SLIDING RA'. (LM.I./S.ML)) drawing1no. W0-18 (sheet l . t of 111 • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • ••• • • • ••• • • • •• •• •• • • •• •• • •• • • • •• •• •• •• • • • • •• • ••• •• •• • • • • •• • •• •• •• • • • • •• •• • • • • • • • ' - DESIGN LOAD CAPACITY - PSF_ (XO OR OX SIZES) STD. MTG. RAIL A.D. MIG. RAIL '( CLASS. YYPBS, GLASS TYPES FLANGE DIMS. BUCK DIMS. ''A'k'AI', 'D'S'Hl' '5' A. '31' WIDTH HEIGHT WIDTH HEIGHT a7.(+) INT.(-) DCf.(+) INT.(-) 26-1/2' 25-1/2" 55.0 65.0 80.0 90.0 37" 36' 65.0 65.0 80.0 90.0 53-1/8" Z6. 52-1/8" 25' 65.0 65.0 80.0 90.0 74" 73' 65.0 65.0 . 80.0 90.0 26-1/2" 25-1/2' 65.0 65.0 80.0 90.0 37" 36' 37-3/e' 65.0 65.0 80.0 90.0 53-1/8" 38_3/8" 52-1/8" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 26-1/2' 25-1/2" 65.0 A 65.0 80.0 90.0 �i7 r, 50-5/8" 36" 49-5/8" 65.0 65.0 80.0 90.0 . 65.0 65.0 80.0 90.0 53-1/8" . - X. 52-1/8- 74" 73" 65.0 65.0 80.0 90.0 26-1/2'4 25-1/2' 65.0 65.0 80.0 90.0 iri 63" 36' b2" • 65.0 .65.0* 80.0 90.0 65.0 65.0 80.0 90.0 53-1/8" i - f 52-1/8" .r 74' `JY 73" C C 60.2 60.22 80.0 90.0 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH [ 'X0 OR OX'.. BUCK DIMS FLANGE'S FRAME' . FLANGE DIMS DESIGN LOAD CAPACITY - PSF (x0 OR OX SIZES) • • • STD. MTG. RAIL 131..0G. RAII.• A.P. MTG: PAIL 1 GLASS TYPES •LAS.*TYPES• GLASS TRES 1 FLANGE DIMS. BUCK DIMS. , ''A'k'A0;''B'AY31'44 •'P•' !'Btu: • C' :1' ' WIDTH HEIGHT WIDTH HEIGHT EXT.(4-) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 55-3/4" 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 78-15/16" 26" 77-15/16" 25" 65.0 65.0 80.0 90.0 65.0 65.0 83-1/2" - 82-1/2" 65.0 65.0 80.0 • 030.0 • •69..0 116,0 55-3/4' 54-3/4" 65.0 65.0 80.0 •90•.0 .6;0 : 6.;0 : 78-15/16" 38-3/8" 77-15/16" 37-3/8" 65.0 65.0 80.0 • 90.0 80.0 16.0 83-1/2" 82-1/2' 6s.0 65.0 80.0 • •960 • •6:0 : 6:0 55-3/4' 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 78-15/16' 50-5/8" 77-15/16' 49-5/8" - - - - 65.0 65.0 83-1/2" 82-1/2" - - - - 65.0 65.0 55-3/4"- - 54-3/4" - " 65.0 65.0: f 80.0 90.0 65.0 65.0 78-15/T6"1 63" 77-15/16' 62" - - - - 65.0 65.0 83-1/2" 'r' 82-1/2" - - - I - 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' BUCK DOS • • • • • • • I • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • I • • • • • • • • • • •• flANSLAD.APTOR FRAME FLANGE DIMS • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By MIaiT-MTControl FLANGE &~`FLANGE`ADAPTOR FRAME' EQUAL LEG FRAME �1e D'•:1 C g 4 da � S S S U S drawing no. W10-18 sheet 2 of 11 ' DESIGN 'LOAD CAPACITY - PSF (XOX S ZES) FLANGE DIMS. HUCK DIMS. STD- MTG. RAIL H.D. MTG. RAIL GLASS TYPES '6'8'61', 'B'k`BI' GLASS TYPES 'B' & 'B1' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) I INT.(-) EM.(+) INT.(-) 74' 106-1/4' 111' 26" 73- 105-1/4" 110' 25' 65.0 65.0 80.0 90.0 65.0 65,0 80.0 90.0 85.0 65.0 80.0 90.0 74" 106-1/4' 111' 38-3/8" 73" 105-1/4' 110' 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74" 106-1/4" 111" 50-5/8" 73" 105-1/4" 110' 49-5/8' 65.0 65.0 60.0 90.0 85.0 65.0 80.0 90.0 " 65.0 65.0 80.0 90.0 74' 106-1/4" 111' 63' 73" 105-1/4" 110' 62' 65.0 65.0 80.0 90.D 61.6 61.6 80.0 90.0 60.0 60.0 80.0 90.0 (1/3W) (1/3w) (1/3W) % OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' • DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RA3. H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES '6'k'Al', '131'81' GLASS TYPES 'B' A 'B1' C16SS TYPES 'C' k 'CI' WIDTH HEIGHT WIDTH HEIGHT EYT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) I INT.(-) 74' 108-1/4' 111" 26' 73" 105-1/4" 110" 25" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 _ 65.0 '80.0 90.0 65.0 65.0 74' 106-1/4" 111" 38-3/8- 73' 105-1/4' 110" 37-3/8' 65.0 65.0 60.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65-0 80.0 90.0 65.0 65.0 74" 106-1/4" 111' 50-5/8" 73' 105-1/4' 110' 49-5/8- 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 74" 106-1/4' 111' 63" 73" 105-1/4' 110" 62' 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65-0 - - - - 65.0 65.0 • (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' • PRODUCT REVISED as complying with the Florida Building Code Non -No. 17-0918.09 Expiration Date 09/22/2020 By Miami-Daroduct Control FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME •• ..• • . • • • •. • • • • • • • • • ,•- 1 •• ••• •• • • • ••''... NOTE: ••• ••• • • GLASS CAPACITIES ON THIS SHEET fRF• _ • . • _ • • c • • - - - BASED ON ASTM E1300-09 (3 5E4. (1{JSTS:' • • • • • • AND FLORIDA BUILDING COMMISSION • • • • • • • • • • DECLARATORY STATEMENT DCA05-Dtic.219 " •• • • • • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • . • • •• •• • • • •• •• ••• • • • ••• • • • ti7 CP 11r11�Aiu `\ _-U n51 a 0 i, a FAX. (305) 593-6592 drawing no. W1 0-18 (sheet 2.10f 11 • • • • • • ••• • • • •• •• • • • •S. •• • •• • • • •• • • • •• • • • • • •• • • • •• • • •• •• • • • • • • ••• • • • • • • • • • DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) . BUCK DIMS. STD. MTG. RAIL H.D. MTC. RAIL GLASS TYPES '6'k'Al , '8'k'Bl' GLASS TYPES '8' & 'Ill' WIDTH HEIGHT EXT.(+) I !NU-) EXT.(t) INT.(-) 25-1/2" 36' 52-1/8" 73' 25' 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2' 36" 52-1/8" 73" 37-3/5„ 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 • 65.0 65.0 60.0 80.0 25-1/2" 36" 52-1/8" '73' 49-5/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36" 52-1/8" 73' 62" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 ' 80.0 - 65.0 65.0 80.0 80.0 60.2 60.2 80.0 80.0 OPERATING VENTS TO DE 1/2 OF THE WINDOW WIDTH *XO OR OX' DUCK 01M5 ' - DESIGN LOAD CAPACITY- PSF (X0 OR OX SIZES) • • BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAQ. •iiIf MTG. R IL 4 GLI.SS TYPES 'A'k'41 , '8'k'D1 GLASS TYPES '8' k 'El' • GINS TYPI6 • •'P & '• P • WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 54-3/4" 77-15/16" 82-1/2' 25" 65.0 65.0 80.0 50.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 60.0 80.0 ' 65• • 65Ol 4 54-3/4' 77-15/16" 82-1/2" 37-3/8" 65.0 65.0 80.0 80.0 65.0 .1. 65.0• 114 65.0 4 65.0 65.0 80.0 80.0 656 65.0 65.0 80.0 80.0 65t • 6 54-3/4" 77-15/16" 82-1/2" 49-5/8" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 54-3/4' 77-15/16' 82-1/2' 62" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 OPERATING VENTS' TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • c • • • • • • • a •r • • • •• • • • • • • • • •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0918.09 Expiration Date 09/22/2020 By Mlani.-DadeDProduct Control FIN FRAME No.,70592 OF ' 1 FAY. (305) 593-6592 S O 'e0 NO CHOICE THIS SHEET S drawing no. W10-18 sheet 3 of 11 DESIGN LOAD CAPACITY - PSF (xOx SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'A'AL, '8'6'81' GLASS TYPES '3' & 181' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 73" 105-1/4" 110" 25" 65.0 65.0 80.0 60.0 65.0 65.0 80.0 80.0 '65.0 65.0 80.0 80.0 73" 105-1/4" 110" 37-3/8". • 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 105-1/4" 110" 49-5/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 105-1/4" 110" 62" 65.0 65.0 80.0 80.0 61.6 ' 61.6 80.0 80.0 60.0 60.0 80.0 80.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) BOCK DIMS. STD. MTG. RAIL B.D. MTG. RAIL B.D. MTG. RAIL GLASS TYPES 'AWE , 'E'6131' GLASS TYPES '8' l '81' GLAD TYPES 'C' A 'Cr WIDTH HEIGHT EXT.(+) TNT.(-) EXT.(+) TNT.(-) EXT.(,) TNT.(-) 73` 105-1/4" 110" 25" 65.0 65.0 80.0 80.0 65.0 65.0 -65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73' 105-1/4" 110" 37-3/8" 65.0 65.0 • 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73" 105-1/4" 110' 49-5/8" 65.0 "65.0 80.0 80.0 65.0 65.0' - - - - 65.0 65.0 - - - - 65.0 65.0 73" 105-1/4" 110" 62" 65.0 65.D 80.0 80.0 65.0 65.D - - - - 65.0 65.0 - - - - 65.0 05.0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH STD. MTG RAIL. H.D. MTG. RAIL: 'XOX' • •• • • • • • • • • •• • • • • • • • •• • • • •• • • • •• NOTE: GLASS CAPACITIES ON THIS rI6HEE6 •ABE • • • • • BASED' ON ASTM"E1300- (_ SE GUSTS) • • -• •- • • • AND FLORIDA BUILDING C SIO • • • • • • DECLARATORY STATEMENT GCAD5- G-2T9 ..• • • • • • • • • • _ • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami oduct Control FIN FRAME Z �m C. I-F is 'El � m WN`" LYat u- O t N h (4 2 01 �ROOi, d eCcTiSg L C7 IO WJW W W B g a 8 0 S v drawing no. W10-18 b (sheet 3.1 of 11) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • ••• • • • ••• • • •• •• •• • • •• • • •• • • • •• •• •• •• • • • •• • •••• •• •• • • • •. • •• •• • • • • •• • • • • • • • 1 /5 , ANN. GLASS y r1/8" HEAT STREN'D GLASS .075" Interlayer \ .075" Interlayer Saflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .090" Interlayer 090" Interlayer Saflex Clear And Color Gloss Saflex Clear And Color Glass By 'Eastman Chemical Co.' BR 'Eastman Chemical Co.' OR \— .09G" Intedoyer .090" Interlcyer SentryGlas I SentryGlas By 'Kuroray America, •Inc: ByR 'Kuraray Americo. Inc.' OR .090" Interlayer .090" Intedoyer 1 Trosifol PVB Trosifol PVD iI -By 'Kuroray America. Inc.'m By 'Kuroray Aer:<a, Inc.' �� \.... ,1/8"" AWN. GLASS...'r 1-1/8" HEAT STREN'D GLASS is in W W ®AT 1/4 POINTS ON LITES 'WIDER THAN 36" S' O SILICONE CE 1200 DOW CORNING 899 DOW CORNING 995 I GLASS'TYPE 'A' t: 5/16 : NOM INAL" LAM.' GLASS 1/4" AIR SPACE 1/8" ANN. GLASS 0 it W 1/8" ANN. 10 ASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co: OR .090' Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co' OR .090" Interlayer SentryGlas ByR Kuraray America, Inc.' O 090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 EXTERIOR 1/4" AIR SPACE—, 1/8" HEAT STREN'D GLASS` z � XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'OUANDC AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70' OVERALL INSUL. LAM. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36' GLASS TYPE 'B' 5/16" NOMINAL LAM. CLASS 1/8" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090' Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By Kuraray America, Inc.' OR .090' Interlayer Trosifol PVB By 'Kuraray America, Inc.' [1/8" HEAT STREN'D GLASS M7 AT 1/4 POINTS ALL SIZES GLASS TYPE '$1' 0.70" OVERALL INSUL. LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al', 'B1' & 'Cl' MUST BE TEMPERED. SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • 18" HWT 'REN'D SASS • • • •••, •• • • • .075" Interloper Saflex CP With PET Core By 'Eastman Chemical Co.' •• ••• • OR • • •• . • • • • • .000" MterSyer • • • • • • • SeStryva• • • • • •`• • B1111' Kuarcl• Aril rica, Inc.' • • • ♦• • • • • • • • • • • • 1/!" HAT ST.0'0 GLASS 5, • • • • • SILICONE GE 1200 7' DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36' GLASS TYPE 'C' 5/16" NOMINAL LAM. GLASS `1/8" HEAT STREW() GLASS .075" Interloper 1/4' AIR SPACE-, Saflex CP With PET Care By 'Eastman Chemical Co.' OR .090" Interlayer 1/8" HEAT STREN'D GLASS 1 1 1 SentryGlos By 'Kurcray Americo, Inc.' XL EDGEe6PACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' XO OR SUPER SPACER BY 'QUANEX' W X W 1/8" HEAT STREN'D GLASS SILICONE GE 1200 SOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR —DURASEAL BY 'OUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES. GLASS TYPE 'Cl' 0.70' OVERALL INSUL LAM. GLASS PRODUCT REVISED as complying with the Florida Building Code NOA—No, 17-0918.09 Expiration Date 09/22/2020 By Miami-6a roduct Control 0 v -o 5 5 z a 8 B 2- drawing no. W10-18 sheet 4 of 11 r l ;HY WOOD B'JCK isy WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING J 0 iC iA METAL STRUCTURE EDGE \DIST. s TYPICAL ANCHORS SEE ELEV. FOR SPACING d a •, TYPICAL ANC HORS '—SEE ELEV. FOR SPACING EDGE DIST. e FLANGE -&FLANGE ADAPTOR_FRAME4) " 2 3/8M;N. r I MIAMI-DADE COUNTY APPROVED I MUWON & MULLION ANCHORS SEE SEPARATE NOA 1 EDGE DIST. \ 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING J WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 2-3/B. MIN. f1/4" 014. ULTRACON BY 'EI CO' (Fun177 KSI, Fy-155 KSI) INT0'2BY`WOOD BUCKS OR' WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 18Y BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) j14 SMS OR SELF DWI IINO SCRFWS (GRADE 2 CR5) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SII.11JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL' 1/5" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WTTH ALUMINUM TO BE PLATED OR PNNTEO) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL 0R JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'n = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMS f'm - 2000 PSI MIN. jtE.EPEDLES • • • • • • • EY4WIH• L IG.COgF1• •EpoSLIrr Air 4-1/8" FROM EACH �N�•= • 443: X•1�;' V�Eio. SitbT T 1'8" FROM EACH END W3 = 1/8" X 1/2 WEEP SLOT AT 3-1/8" FROM EACH END WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%t-. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. , ...+� _—� _ N : /P PRODUCT REVISCD as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami-D a Product Control • • • • • • • • • • • • • • •. • • • • • • • • • • • • •.- • • • • • • • • • •';_,,,.• ?' • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • •• • • • • • • • • • • • • • • •• •• REV. PER RER COMMENTS 0IW 0. U drawing„ no._ ,W1O-18 sheet 5 of 11 A, 1/4' MAX. SHIMS TYPICAL ANCHORS fFSEE ELEV. OR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1 BY. WOOD BUCKS. BUCK WIDTH VENT WIDTH BUCK WIDTH XOX LAYOUT D.L. OPG. MIAMI-DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH EXTERIOR /TYPICAL ANCHORS SEE ELEV, FOR SPACING BUCK WIDTH XO LAYOUT EXTERIOR D.L. OPG. ••• • • • ••• • • • 110 • • • • • • • • • • •• • •• •• •• • • • • • • • • • • • • • • •• • • •• •• •• ••• • •• •• •• ••• • • • •• • • • • VENT WIDTH • • • • • ••• • • • - • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING OALTERNATE FLANGE=& :FLANGEZADAPTOR FRAME • • ••• • • • • • • ;�e • • • • • • •SHIMS • • • • • • • • • • • WOOD BL K WOOD STRUCTIJR SWEEP LOCK OPTIONAL TO SPRING LOCK TYPICAL ANCHORS SEE ELEV. FOR, SPACING '1rt� 'BY, WOOD BUCKS • FLANGE ADAPTOR FRAME 0 INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. PRODUCT kEVISED as complying with the Florida Building Code NOA-No. 17.0918.09 ' Expiration DDate 09/22/2020 BY Mi Miami-DD ad duct Control O B v S C C S B b S F N n NO CHANGE THIS SHEET B drawing no. W10-18 Isheet 6 of 11 TYPICAL ANCHORS SEE ELEV. IBY i FOR SPACING WOOD BUCK I EDGE DIST TRY WOOD BUCK _EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING et T1 BUCK WIDTH EQUAL LEG FRAME MIAMI-OADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 236'. THE USE OF DEEPER OR BEVELED WCODBUCKS S PERMITTED. BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING ; !IYPIC�•AI CHORS • • • • • is S!E-ELLS. _ •- •— • - •- • • • i I • FAR SPACING • • • • • • • • • • • • • • • • i • E •• • • • • • • • - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami-�oduet Control MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH - drawing_ no... W10-18 sheet 7 of 11 •.. • • • • • • • • • .. .. . . . • • . • • . . . •. •• •• • • • • •. . ••.• •• •• • • . . •. • •• •. •• .•. . •. • •• • • • • •• ILLUSTRATIVE OTLS. ONLY EXT. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CO HOUSE WRAP NOT BY CGI TYPICAL ANCHORS SEE ELEV. FOR SPACING V TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD STRUCTURE 1/4" MAX NOT BY CGI 1/2" HOUSE WRAP NOT BY CGI GAP • • • • ••• • • • •• •• • • . • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • PRODUCT REVISED se complying with the Florida TYPICAL ANCHORS: SEE ELEV. FOR SPACING Building Code NOA-No. 17-0918.09 #8 SMS (Fu = 74iS MfN. • • • • • • • • E piraflon Cafe09f22/2020 INTO 2BY WOOD BOW OR 401: S1 41.J �S I:.• • By 1-1/2" MIN. PENEjR411ON IN & WOO Miam a roduct Control • • • • • • • • • • • • • BUCK WIDTH EXTERIOR FIN FRAME 1/4" MAX. GAP 1/2" MIN. 1.1 0 a O s drawing ro. W10-18 sheet S of 11 ITEM PART k QUA:\'TI",1' DESERT ON MATERIAL MA.tiF./SUPP':.IER/REMARKS PRODUCT REVISED AL-FAROOQ CORPORATION a ENGINEERS R. PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A..V. 3538) TEL. (305) 264-8)00 FAX. (305) 202g978 COMP-ANL\W10-03C CD-100 • - FRAME JAMB 0 FIXED GLASS 6053-T6 CGI UDER as complying with the Florida -El E2 CGI-113 - FRAME SILL , 6063-16 CGI EXJKUCER Building Code NOA-No. 17-0918.09 E3 CGI-102 - FRAME HEAD 6063-T6 CGI EXTRUDER RAIL 6063-T6 CGI EXTRUDER Expiration Date 09/22/2020 E4 ES CGI-103 C0I-10 - - MEETING LOCK RAIL 6063-T6 CGI EXTRUDER ad E6 CGI-105 - HANDLE RAIL 6063-TA CGI EXTRUDER Miaml-Dade duct Control Mi E7 CGI-106 - SASH RAl. 6063-T6 CGI EXTRUDER EB CGI-107 - 5/15' GLAZING BEAD 6063-T5 CGI .EXTRUDER • E9 CD-106 - 0.700" GLAZING BEAD 6063-T5 CGI LXIHUDER • E10 CD-109 - FRONT FLANGE ADAPTOR 6063-16 CGI EXTRUDER El1 CD-110 - NAL FIN ADAPTOR 6063-T6 CGI EXTRUDER EI2 CGI-135 - TF FRAME JAMB O FIXED GLASS F 6063-T6 CGI EXTRUDER < • - EI3 CGI-136 - 7F FRAME HEAD 6063-T6 CGI EXTRUDER E14 CGI-139 - TF FRAME JAMB 6063-T6 CGI EXTRUDER El5 CGI-140 - 1` MUNTIN 6063-T5 CGI EXTRUDER E16 CGI-141 - 2.5" MULUON 6063-T6 CGI EXTRUDER FRAME 6063-T5 COI EXTRUDER El7 E18 CGI-605 COI-11 4 - - SCREEN SILL SNAP IN 6063-76 CGI EXTRUDER SEAIES SIMNEL 120 ALUM HOR12. SLIDING WOW. (L111./S.M.I.)] CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET I MIAMI, FL. 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 E19 CGI-.115 - SILL FILLER 6053-76 CGI EXTRUDER E20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER E21 CGI-117 - MD LOCK RAIL 6063-T6. CGI EXTRUDER E22 CGI-138 - TF FRAME SILL 6063-T6 CGI EXTRUDER E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-16 CGI EXTRUDER • M1 CGI-382V GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI-111 - SCREW COVER (OPTIONAL) PVC - M3 COI-112 3' 0 ANCHORS EQUAL LEG COVER/SHIM PVC, - M4 - 0.700' X 0.040" BEAD GE1200 SILICONE SIUCONE GE M5 - 0.700' X 0.040' BEM DOW 995 SILICONE DOW MG - 0.700" X 0.040" BEAD DOW 899 SIUCONE DOW M7 - 2/ UTE SETTING BLOCK EPOM DUROMETER 80A5 SHORE A M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. - - - ROLLER TRACK PVC - M9 684 NYLON - M10 M11 C0I-125 W23201 NG 2 PER SASH ROLLER HOUSING PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. 1(revf ions: ) I(Tol dote I bvldescrlotion 1 € N ; Ei I 2 LNO CHANCE THIS SHEET NO CHANGE THIS SHEET M12 COI-129 1 PER SASH EGRESS LOCK ALUM. SUWVAN 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 PP1 .. - - MI6 CGI-134 - JAMB SPACER PVC PROTOTYPE OR EQUIP. M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. 2PER WO. 2 SASH STOP PVC PROTOTYPE NIS M19 CGI-132 CGI-11 O FR. HEAD SCREW COVER PVC PROTOTYPE 11111 MINI ©Y1M©. M20 CGI-125 2PER SASH SASH CAM (B/T BALANCE) NYLON USA M22 - VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EQIIIV 52 - 2 OR 3 PER CORNER / 10 X 1 1/4" LG. PHL PH. SMS. ST/ST. ASSEMBLYCREW - - • • • • • • • • • • • • • S3 - 1 1/4" EMBED. f 8 X 1 1/2" LG. PHL PH. SMS. FIN ANCHOR SCREW - - • \\\111IIITll7 7j7 54 - 4 PER WO. 8 X 1/2' PH. SMS. ST/ST BALANCE BRACKET SCREW - - • . ..• • • `N\ • • ••• • �� ,o® �i� q t SS 2 PER WD. # 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - • • • • • • • • • '8;•''VGENRF •'-, i S6 - - 6 X 1/2' LG. 'FM. SMS. 0 CGI-133 Jr CAM LOCK - _ • • • • • • • • • • • • % S8 - 4 OM. RAIL # 10 X 4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY MEETING RAIL - - - -_ = • t� S9 - 2 PER ANBIUFT g 10 X 5/8" LG. PHL. PH. SMS. ST/ST. ANTIUFT SCREW - - I5 ' - — :t(��_ J - • ••• ••• • • • ', S:,U �- -- `- - - - -- • • •- • - •- • • • • • _ -' - S E OF r [y , • • • • • • • • • •..P 1 N:'' �� _- • • • • • • • • • • %+' ,` ` ''7ASil11IAi I- drawing no. W10-18 ••• •• •• ••• • ••• ••• TLi \T (sheet 9 of 11 • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • • • • • . • ••. • • • •• •• • • • •. .• • . . • •• •• •• • • • • • • .•. • • • • •• •• • • •• •. •• ... • •• •• •• • • • • • • i 2.113 1.015 I • • �� • •• • • • 1. C • • • • • 65 ••�• • • • 1. �� • • • • ••• ••• • • .490-1-- • • • •_ • • •• ••• .74 • • • ;•• • i-^1 j F 050 TYP. .864 L. .tze - 7C)? IF-.°50 TYP, -II .864 4-- AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) /� TEL. (305] 26 -8100 FAX. (308) 262-6978 ` 6r) 8 j 2.440 2440 J Q n. 8 f I T 1.220 IL y I 1.007 2.846 2.101 065 - TYP.I 1 2.346 I 1.601 FI .065 f TYP. t .050-P Ee 5/15" GLAZING BEAD O .700" GLAZING BEAD • E4 .065 TYP. ..-1.368-, MEETING RAIL .745 - 1 LLLL -1.155-4 I ddlf -1.155 1.395 •• ••• • ®• •NAIL FI}Ei DA�':ER •• • • • • • •• • • • _ • • • • • • • 1.395 1.449 E3 --1 FLUSH 1.015 I-- FRAME HEAD -•-I ® FLANGE II 1.015 I~ FRAME HEAD • • 180 • t4,� • • • of .0603 1.015 r r'--' 1.788 065 .065{�-1.413 _I 1140 T.015 j� I 1 1� �f 2.264 b t.255 M3 FLUSH FRAME COVER �2 SCREW COVER FL 1.015 �_-I -TT III (� �J, z�rllll o 4.430 3.685 •EJ ~ .065 '- TYP. ([7"r 2.865 a .o .060 .TIT.080 SILL FILLER �_t 3.930 3.185 -� II�� .065 J -y- fI 2.88.5 •--• v I adTYP. E g ', CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 F85. (305) 593-6592 0LOCK ��III 1.043 RAIL bbb--- -1.788 1.450 80 • IS i .5� E23 FLANGE .0501 ADAPTOR �2 i^-2.440 FLANGE FRAME SILL O 2.4-40 FLUSH FRAME SILL 101) .065 DI 2.310 1.220 2.737 2.737 E21 -. 1.043 ALT. LOCK RAIL 2.505 .065 TYP. 2613 PRODUCT REVISED B" dglCodewith the Florida NOA-No. 17-0918.09 2.505 - .065 2.613 '(revisions:-1� Ifnol dote I b I description —1 E 04.10.1S NO CHANGE THIS SHEET F 0e.19.15 NO CHANCE 1141S SHEET G 05.02.1E NO CHANCE THIS SHEET H D9.05.17 NO CHANCE THIS SHEET 1.892 • .065 TYP. .95 .500 .991 1.000 .991--i 1.±2i Expiration Date /22/2020 ° FLUSH 2737 FRAME JAMB (MOVING) 3.237 a FLANGE FRAME JAMB (MOVING) - By E6 1.043 ;.-_ HANDLE RAIL ` MlamMad redact Control 01. IY7r' J I °.. te. r...!l4fA,i.'ii ��.•• VGEN• '••;CA _ 2 = _ 1 * '1 % . S E0¢ '•4#' ! -.' •.•.. $ R\DP.•'(y�� ,'/jis�ONAL10- 111111 1811 -y .611 I jam- f 2.505 155 TYP. 2.505 .065 TYP. 1.025 •`\\\\\111liii 7- i m o 1.015 1.015 I .065 1.395 .745 I Et FLUSH FRAME .500 --1.245--1 JAMB FIXED (FIXED) t2 FLANGE FRAME -, 1 JAMB 1.000 745 (FIXED) O 1.015 SASH RAIL drowing no. W 0- 8 -1 CshooL 10 of 11 VENT TOP/ROTTOM CORNERS FIXED MTG RAIL CORNER • •• • • •• • • •• • • ' • • ••• • • FIRAM• BOTTOM GIORNER • • •• ••• •• • • • •• • ••• •.• • • • • • • • • • • • • • •. . •. ••• •• • • • . . •• •• •• • • •• • • • • • . . •• • • • • • • • • • ••• • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miam roduct Control COMP -ANL\W10-O3CGI [SERIES SENTINEL 120 ALUM HOW. SUDINC t1(1111111/4 '''":•••,:GENS C! se 70592 Cr' •_IL�•l ( drawing no no. W10-18 (sheet 11 of 11 e •.• • • • V ••• • • • V • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • I _• •• •• ••• • • • ••• • •