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WS-18-1958Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-7-18-1958 Permit Type: Windows/Shutters erm i I/ork Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 7/25/2018 Expiration: 01 /21 /2019 Parcel Number Applicant 301 NE 98 Street Miami Shores, FL 33138- 1132060135610 Block: Lot: ELIZABETH STEELE i Owner Information Address Phone Cell ELIZABETH STEELE 866 BELL MEADE ISLAND Drive MIAMI FL 33138- 866 BELL MEADE ISLAND Drive MIAMI FL 33138- Contractor(s) Phone AVILA CONSTRUCTION & GLAZING (305)974-8031 Cell Phone Valuation: Total Sq Feet: $ 17,925.64 0 Type of Work: REPLACEMENT OF 12 WINDOWS & 3 DOORS No of Openings: 15 Additional Info: REPLACEMENT OF 12 WINDOWS & 3 DOORS Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Amount $10.80 $3.75 $2.50 $3.60 $250.00 $9.00 $14.40 Total: $294.05 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-7-18-68295 07/25/2018 Check #: 2258 $ 244.05 $ 50.00 07/20/2018 Check #: 2257 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDA I ce j that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating July 25, 2018 Date Authorized Signature: Own gf / Applicant / Contractor / Agent Building Department Copy July 25, 2018 1 Inspection Worksheet Miami Shores Village 10050 NE. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-000133-2018 Permit Number: WS-7-18-1958 Scheduled Inspection Date: September 25, 2018 Inspector: Naranjo, Ismael Owner: ELIZABETH STEELE Permit Type: Windows/Shutters Inspection Type: Framing Work Classification: Window/Door Replacement Address: 866 BELL MEADS ISLAND Phone Number: MIAMI, FL 33138 Project: <NONE> Contractor. AVILA CONSTRUCTION & GLAZING ENRIQUEAVILA Parcel Number: 1132060135610 Phone Number: 3059748031 Building Department Comments REPLACEMENT OF 12 WINDOWS & 3 DOORS WITH IMPACT RESISTANT UNITS Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 24, 2018 For Inspectlons please call: 305-782-4949 Page7of39 �TED 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 • INSPECTION LINE PHONE NUMBER: (305) 762-4949 Wb'�'1 1F1BC 20n BUILDING Master Permit No. S l� :19S8 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS E CHANGE OF ❑ CANCELLATION ❑ SHOP ` // c� CONTRACTOR DRAWINGS JOB ADDRESS: -36%/ ! P 5-14 =cr✓NT City: Miami Shores County: Miami Dade Zip: 33 J 3rF", / Folio/Parcel#//'�: .•i-06 -0/3- ,j 6 /v Is the Building Historically Designated: Yes NO i'� Occupancy Type: / X Load: /Constructionn Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple TTiittlleholder):‘L�2,44-7 +% J. 5 /cPhone#: 3e25--,-042—S.%-�G Address: c6 a ankh ,0G/4-d ys l-44 0 City: /�i? /A-Yrs/ State: T sAE%< h X Zip: 3 9 /3 , Tenant/Lessee Name: ki;Y1 (.o *%efi/4_S Phone#: 30J "%%,—/- /9 Email: �<xse-A-e e /E'GeilG5<.f,di./D<2) X./et' CONTRACTOR: Company Name;/"a' I 6 a,... ,-, <o,:^ r£'I' ` -,,7 Phone##:3v r `l �K`ifUg/ i( Address: /230 (-ll/,41 �GGR /rye S4 ' . z°,-- 3 - 181 - 02,0 s -1' I S City: /rr /,4-- ). State: / f-2 A Zip: 3 3/ 2 E/-%-;f ve. " '4 A Phone#: 2f/"a S G--0 9/3 State Certification or Registration #: c a-C /$—l.2.5_Z Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: " City: State: Zip: � 3 - 7 Value of Work for this Permit: $ / % %6 '� Square/Linear Footage of Work: Type of Work: ❑ Addition % Alteration ❑ New ❑Repair/Replac ❑Demolition Description of Work: ge.,"L f )or--. �/Yl i�i-dL //� �. sr's vjC re//zro Qualifier Name: Miami Shores Village Building Department Specify color of color thru tile: h Submittal Fee $ 50 ; Permit Fee $ ��v . CCF $ CO/CC $ Scanning Fee $ Radon Fee $ og•50 DBPR $ 3. "-G Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 2' l / - •OS (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of. a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv air d a reinspection fee will be charged. * Signature /C..,. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this oa- ofday _teal I , 20 l , by ,:a rday of TvN`e— , 20 / , by i1-244).kt'\ , who is personally known to eNyY ,-G ,4 A , who ' ersonally known j me or who has produced identification and who did take an oath. NOTARY PUBLIC: APPROVED BY (Revised02/24/2014) CONTRACTOR as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as ****************************************************************** Plans Examiner Structural Review ti GG2021 I;.) Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ackne ent: Qua ifier Owner Signature Date Print Name Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-3206-013-5610 Property Address: 301 NE 98 ST Miami Shores, FL 33138-2409 Owner ELIZABETH J STEELE TRS ELIZABETH J STEELE REVOCABLE TR Mailing Address 866 BELLE MEADE ISLAND DR MIAMI, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 2,010 Sq.Ft Living Area 1,450 Sq.Ft Adjusted Area 1,754 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1941 Assessment Information Year 2018 2017 2016 Land Value $258,854 $258,854 $215,711 Building Value $122,078 $122,078 $122,078 XF Value $2,069 $2,096 $2,122 Market Value $383,001 $383,028 $339,911 Assessed Value $383,001 $373,902 $339,911 Benefits Information Benefit Type 2018 2017 2016 Non -Homestead Cap Assessment Reduction $9,126 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 W1/2 OF LOT 14 LOT 13 BLK 41 LOT SIZE 75.000 X 115 OR 15108-996 0791 1 COC 26262-1793 11 2007 5 Generated On : 7/20/ Taxable Value Information 2018 2017_....._.._._._ ...__.`. .__.1._.....___ County Exemption Value $0 $0 Taxable Value $383,001 $373,902 $339. School Board Exemption Value $0 $0 Taxable Value $383,001 $383,028 $339. City Exemption Value $0 $0 Taxable Value $383,001 $373,902 $339. Regional Exemption Value I $0 $0 Taxable Value { $383,001 $373,902 $339. Sales Information Previous OR Book - Sale Price Pa a 9 Qualification Description 06/24/2016 $100 30129 Corrective, tax or QCD; min considera 3288 11/01/2007 $0 26262- Sales which are disqualified as a resu 1793 examination of the deed 07/01/1991 $71,000 15108 Sales which are qualified 0996 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appra and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 7/20/2018 KEN LAWSON, SECRETARY RICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENTREGULATION CONSTRUCTION INDUSTRY LICENSING BOARD The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 AVILA, ENRIQUE DAGOBE$T AVILA CONSTRUCTIO 17304 WALKER AVE U. MIAMI FL': , ISSUED: 08/28/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1608280003011 005435 Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A $ILL - DO NOT PAY 7170576 BUSINESS NAME/LOCATION AVILA CONSTRUCTION & GLAZING INC 17304 WALKER AVE STE 122 MIAMI FL 33157 RECEIPT NO. RENEWAL 7449389 LBT EXPIRES SEPTEMBER 30, 2018 Must be displayed at piece of ovsiness Pursuant to County Cowie Chapter 8A - Art. 9 & ; C OWNER SEC. TYPE OF BUSINESS AVILA CONSTRUCTION & GLAZING INC 196 GENERAL BUILDING CONTRACTOR C/0 ENRIQUE AVILA CGC1522262 Worker(s) 1 PAYMENT RECEIVED BY TAX COLLECTOR $75.00.07/26/2017 CR EDITCARD-1 7-050361 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not I license, permit or a certification of the bolder'a qualifications, to do business. Holder must comply with any governmental or nongovernmemal regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-278. For more information, visit wmer.miamidade.aovAaxcelleetor ,._�•", AVILCON-01 ,a►coRn' CERTIFICATE OF LIABILITY INSURANCE VJOHNSON DATE(MM/DD/YYYY) 07/12/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CKP Insurance LLC 21845 Powerline Road Suite 205 Boca Raton, FL 33433 CONTACT NAME: PHONE FAX (NC, No, Ext): (561) 807-09001 (A/C, No):(561) 826-3782 -MAIL EADDRESS: Public@ckpinsurance.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : National Builders Insurance Company 16632 INSURED Avila Construction & Glazing Inc. 17304 Walker Ave. Suite 122X Miami, FL 33157 INSURER B : American Builders Insurance Company 11240 INSURER C : INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLIC ES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF (MDD/YYYY) POLICY EXPMI (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY PKG023741101 04/03/2018 04/03/2019 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR DAMAGE TO RENTED PREMISFS (Fa occurrence) 300,000 $ MED EXP (Any one person) $ 10'000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE POLICY OTHER: X LIMIT APPLIES JECOT PER: LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ AUTOMOBILE _ LIABILITY ANY AUTO OWNED AUTOS ONLY AUTOS ONLY _ _ SCHEDULED AUTOS AUTOS ONLYY COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ (Per accidentDAMAGE $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY EXCLUDE/EXD? ECUTIVE (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N /A WCV023736001 04/03/2018 04/03/2019 X PER STATUTE OTH- ER E.L. EACH ACCIDENT 1,000,000 $ E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT 1,000,000 $ B Equipment Floater PKG023741101 04/03/2018 04/03/2019 Limit of Insurance 5,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached 11 more space is required) General Contractor CGC1522262 CERTIFICATE HOLDER CANCELLATION Miami Shores Village - Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DMSION NOTICE OF ACCEPTANCE (NOA) ECO Windows Systems, LLC 9114 N. W. 106th Street, Medley, FL 33178 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy 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 (A1.1J1.• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Ogrj1 1' Sectigi • • • • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) regarwE the rigbit fo have this • • product or material tested for quality assurance purposes. If this product or material fails•topiiform in tho3ccepted..:. manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or . suspend the use of such product or material within their jurisdiction. RER reserves' the • ight :e •reevoke this • acceptance, if it is determined by Miami -Dade County Product Control Section that this 13rbgitct or r:tlate1Ial fails te: • • • • meet the requirements of the applicable building code. • • •• This product is approved as described herein, and has been designed to comply with the d� Building t'ode, including the High Velocity Hurricane Zone. • . . • • DESCRIPTION Series "700" Glass Door w/ Reinforcements-L.N.I • • • .•• APPROVAL DOCUMENT: Drawing No. W13-49 REV D, titled "Series- 700 Alum SL13. Glass Dobt(L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on JAN 23,.2018, 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 Limitations: 1. See Design Pressures Vs Reinforcing, glass types and anchor capacity charts in sheet 5. Exterior (positive) design pressures are limited to +70 PSF w / 2-3/4" sill riser and +47.0 PSF w/ 2" sill riser. Lower design Pressure from charts applies to entire system. 2. See approved configurations in sheets 1 thru 4. The max frame are of alternate sizes not to exceed tested frame area per FBC requirements. 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 #15-0612.05 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI DADE COUNTY APPROVED NOA No.18-0129.13' Expiration Date: March 20, 2019) Approvaf Date: NI rc 22; 2018 Page i • ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W13-49 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file #13-0912.02) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 .... 2) Uniform Static Air Pressure Test, Loading zer ABC TAA3 i0•22 94 3) Water Resistance Test, per FBC, TAS 202-94• • • • • . 4) Large Missile Impact Test per FBC, TAS 20144. • • 5) Cyclic Wind Pressure Loading per FBC, TAS.243-94 .. .• • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS.292'94 : • •. • along with marked -up drawings and installation diagrams of Alum sltdijigilass Ll. prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7405 dated 09/1•.3/2O13 anti . last revised on 02/10/2014, signed and sealed by Marlin D. Brinson, FN. ; • • Note: The above referenced test report has an addendum letter dated FEB 10, 20 t4' fgslied by . Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test report Author. • • • • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 06/10/15 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -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. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Kuraray Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/10/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 03/25/13 approved by Jaime D. Gascon, tP.E.' Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 18-0129.13 Expiration Date: March 20, 2019 Approval Date: March 22, 2018 E-1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W13-49 REV D, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on JAN 23, 2018, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. ... • C. CALCULATIONS . . • . .. .. • • 1. None. .... . •. • D. QUALITY ASSURANCE • 1. Miami Dade Department of Regulatory and Economic Resources (RF.B)' •• ••.. • E. MATERIAL CERTIFICATIONS • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, jno ('former E.L. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear 8C colof PVB:g1 , . interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on W/98/197 • • 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former Lf.. • DuPont DeNemours & Co., Inc.) for the "Kuarary Sentry Glass ® Interlayer", expiring on 07/4/23. F. STATEMENTS 1. Statement letter of conformance to FBC 2017(6th edition) prepared by AI-Farooq Corporation, dated JAN 23, 2018, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 15-0612.05, expiring 03/20/2019. 1SlAn \ . Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 18-0129.13 Expiration Date: March 20, 2019 Approval Date: March 22, 2018 E-2 • • • • • • INSTRUCTIONS. USE CHARTS AS FOLLOWS. STEP 1 SEE CHART #1 ON SHEET 5 FOR GLASS CAPACITY AND REINFORCING REQUIREMENTS. STEP 2 SELECT SILL TYPE FROM SHEET 7 AND UNIT EXT.(+) DESIGN PRESSURE AS SHOWN ON DETAIL STEP 3 SEE CHART e2 ON SHEET 5 FOR ANCHOR CAPACITY. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 1 THRU 3 SHALL APPLY TO ENTIRE Sre1LU. DAYLITE OPENINGS WIDTHS: FIXED STILE —INTERLOCK = PANEL WIDTH — 7.125" INTERLOCK —ASTRAGAL = PANEL WIDTH — 7.250" DAYLITE OPENING HEIGHT: PANEL HEIGHT — 6.50" PANEL HEIGHT = DOOR FRAME HEIGHT — 1.5625" THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES-700' rALUMINUM'SLIDING GIXSS A001 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMFTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WTMH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 5" MAX. HEAD CORNERS 4 3/8' 13" MAX. TYP. HEAD CLUSTER OF 6 ANCHORS AT INTERLOCK ENDS SEE SHEET 5 FOR CAPACITY DOOR FRAME WIDTH 0 PANEL HEIGHT 99 15/16' D.L OPG. I = INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART #1 Li'//. Li' 0 to - --==fir= _ -==== O _ _ //, , I ' immossi 41 3/4" FALSE MUNTIN D.L. OPG. OPTIONAL 48 7/8" D.L. OPG. PANEL WIDTH 48 7/8" 5" MAX. SILL CORNERS • • • 13" MAX. SILL CLUSILK OF 6 ANCHORS AT INTERLOCK ENDS SEE SHEET 5 FOR CAPACITY ¢L, •• ••? • • • • •• • • • • • • • • • •• ••• •• • • • •• TYPICAL ELEVATION ox • ••• • ALTERNATE SIZE UNITS: • • • • • MAX. FRAME AREA OF DO6IIi2S NOT T41 EXCEED • • THE TESTED FRAME AREA 0P 72 SDP FT. • • • • • •• • • • • • ••• •• • ••• • • • • • • • • • • • • • • • ••• • WODDUC t' REVIC✓Ep r aaaylyy6 with the Maids Widget Cede ilectotweee No 1S"012rj•73 atighreilum bteMMzo, Zulq is I.(J,. •A�, Padget EoNd LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT 111II IL, 7j7' `�'PJpD dy ::‘-‘1.7:11-*E= •.• • • • • ••• • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J cc 2 ca cn cn w 0 en a U FAX (305) 885-5902 0 8 8 5 8 UPDATED TO 2017 FBC a 0 g. drawing no. W13-49 sheet 1 of 12 5" MAX. HEAD CORNERS 13" MAX. HEAD 4 3/6" TYP. CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY DOOR FRAME HEIGHT 106 7/16" PANEL HEIGHT 99 15/16' D.L. OPG. =4- _ ---F----ter=== /4° // //. © // //. INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART /1 O O // V a L FALSE MUNTIN OPTIONAL 5' MAX. SILL CORNERS 42 1/16' D.L. OPG. ASTRAGAL INTERLOCK . . .1 13" MAX. SILL - - -• TYPICAL ELEVATION oxx ' / ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 110.7 SQ. FT. CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY • •• ••a • • • • • •• As • • •• • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••a • • • • • • • • • • • • • 0014 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • rRODVCtr asc mplylae with tie Fleefd• AumpeuceNo ! ____ 1'i E oblide-�Aikte a zo Ij lamadi Pn atemi es SERIES-700 ALUM SLIDING GLASS DOOR (l.M.l.) 0 0 COMP-ANL\W13-49EC0 J J F r N w N 5,3 o orT 0 m Z 3LL Z o ("4 U S'�w d W co M- FAX (305) 885-5902 0 UPDATED TO 2014 FBC 0 0 a 5 2 7 drawing no. W13-49 sheet 2 of 12 5" MAX. HEAD CORNERS 13" MAX. HEAD 4 3/8" CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY DOOR FRAME HEIGHT 106 7/16" PANEL HEIGHT 99 15/16" D.L OPG. _ -__t_==_y__ 'i ___rFa1.__- _ I 4REINFORCING %/ i/, i Y= O INTERLOCKS WITH 0R WITHOUT SEE CHART E7 =kT 1 INTERLOCKS WITH OR WITHOUT //REINFORCING / SEE CHART r1 %/ it, V // i/. V // i/, V __ O g __.1p=___aF___ =�1 - 1 FALSE MUNTIN OPTIONAL 5° MAX. SILL CORNERS 42 1/16" D.L OPG. 49 3/16" PANEL WIDTH 13" MAX. SILL 42 1/16" D.L OPG. 49 5/16" PANEL WIDTH ASTRAGAL TYPICAL ELEVATION oxxx ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 144 SQ. FT. INTERLOCK CLUSTER OF 6 ANCHORS AT INTERLOCK/AATRASAL �: • • SEE SHEET 5 FOO•RR CAPACITY • • • • • • • • • • •• •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • . . • • . . • • . • • • • • • N• 1;;;; d3 ■gN8•w pate sa 9 O 01111111%/ '3F 70592 4 * 3 2!�;�g of S pii IVAL IEIk\ (D4"V SERIES-700 ALUM SLIDING GLASS DOOR (L.M.I.) 0 0 g 0 UPDATED TO 2014 FBC 0 5 5 0 UPDATED TO 2017 FBC drawing no. W13-49 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • sheet 3 of 12 0 0 DOOR FRAME W. OX (SHOWN) XO XX DOOR FRAME WIDTH Oj I I r a o I b o- o- OXX (SHOWN) XXO DOOR FRAME WIDTH 6 NI OXO (SHOWN) DOOR FRAME WIDTH 1 0 OXXX SHOWN) OXXO XXXX APPROVED CONFIGURATIONS INTERLOCK DOOR FRAME WIDTH (SEE Dp TABLE) NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPUCABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. EXTERIOR • • • i)S ERIDR • • • DOOR FRAME WIDTH (SEE Dp FABLE) • • . • • • •• • • • • •• • • • •• • • • • • • • • • • • • • • . • • • • • •• • • • • • . . • • •• • • • • ••.•• • • •• • • • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • 00 00 • •• • ••• �• 041 • •RODOC f REVISED ss Cy ewit6 the F7ef 'sanding Acceptance No IS- O/Zq.13 E1p4Yfw Date ;r 2411.1 11¢¢ 70592 28'.R. TE OF IQ° Off./ r, ass,..'... 1 1n cn oo 0 � „1, Z • m ?i Z o o 10 carom - FAX (305) 885-5902 a 0 8 5 5 UPDATED TO 2014 FDC 0 5 5 a • 0 0 drawing no. W13-49 sheet 4 of 12 CHART DESIGN LOAD CAPACITY - PSF (GLASS) GLASS TYPES GLASS TYPES 'A', 'Al' AVENGE DOOR FRAME WITHOUT REINF. WITH REINF. PANEL wOLH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) RICHES Naffs 3 0 36 70.0 80.0 70.0 80.0 It 70.0 80.0, „ 70.0 80.0 42 � en 70.0 80.0 70.0 80.0 rit, 70.0 80.0" 70.0 80.0 54 62.2 71.1 62.2 71.1 30 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 42 84 70.0 80.0 70.0 80.0 48 70.0 80.0 70.0 80.0 54 62.2 71.1 62.2 71.0 30 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 42 90 70.0 80.0 70.0 80.0 48 70.0 80.0 70.0 80.0 54 - - 62.2 71.1 30 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 42 96 70.0 80.0 70.0 80.0 48 70.0 80.0 70.0 80.0 54 - - 62.2 71.1 30 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 42 98 70.0 80.0 70.0 80.0 48 70.0 80.0 70.0 80.0 30 - - 70.0 80.0 36 - - 70.0 80.0 42 102 - - 70.0 80.0 48 - - 70.0 80.0 30 - - 70.0 80.0 36 - - 70.0 80.0 42 108 - - 70.0 80.0 48 - - 70.0 80.0 CHART #2 LOAD CAPACITY - PSF (ANCHORS) t ANCHORS AVERAGE 000R FRAME FRAME LT MTG. PANEL WOK HOGHT KKR EON NOS NOS. EXr.(+) INT.(-) 30 70.0 80.0 8 ‘70.0 80.0 42 (48& 32 70.0 80.0 ;. 70.0 80.0 i 54 62.2 71.1 30 70.0 80.0 36 70.0 80.0 42 84 70.0 80.0 48 70.0 80.0 54 62.2 71.1 30 70.0 80.0 36 70.0 80.0 42 90 70.0 80.0 48 70.0 80.0 54 62.2 71.1 30 70.0 80.0 36 70.0 80.0 42 96 70.0 80.0 48 70.0 80.0 54 62.2 71.1 30 70.0 80.0 36 70.0 80.0 42 98 70.0 60.0 48 70.0 80.0 30 70.0 80.0 36 70.0 80.0 42 102 70.0 80.0 48 70.0 80.0 30 70.0 80.0 36 70.0 80.0 42 108 70.0 80.0 48 70.0 77.9 LNTERLOCKS WITHOUT REINF INTERLOCKS WITH REIM ALL EXTERIOR(+) LOADS SHOWN IN FOR DOORS WITH 2-3/4" SILL HEI FOR 2" SILL HEIGHT LIMIT EXT.(+) DOORS WITH 1-1/8" SILL HEIGHTS WATER INFILTRATION RESISTANCE SEE SHEET 7 FOR DETAILS NOTE: SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. SEE CHART #2 FOR ANCHORS CAPACITY. LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. 3/16" HEAT STREN'D GLASS .090" Interlayer SentryGlae By 'Kuroroy Americo, Inc.' 3/16" HEAT STREN'D CUSS SIUCONE DOW 899 GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS 3/16" HEAT STREN'D GLASS .090" Interlayer Trosifol PVB By 'Kuroroy America, Inc.' 3/16" HEAT STREN'D GLASS '�5 TYPE B' 7/16" OVERALL LAM. GLASS CHARTS ABOVE ARE GHTS. LOADS TO •7b PSF• • • ARE NOIAPPROVED ;OR •• • .• ••• \ 1 SILICONE DOW 899 GLAZING OPTIONS • • • • •• • *ROOM f REM" • •azetplyleg triadic Wedge •• • • • ••A peteceNo 1 "--0/2 ./3 Enpkatiit Date / 2.,� I' NOTE: • 6108 e••llOd GLASS CIFIACITIES 81,1. THIS •:HEET ARE• • • SAS:D 0� ASTM :13 0-00 (3 SEC. Ot1S1iS) A!� FLO DA DUIIOINS OOMMISIIO • • CS•ARATORY STAIEM ENT•(1G1,05-D•C'•-Z19 • • • • 3/16" TEMP. GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS .090" Interlayer SentryGlos By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE DOW 899 /CARDINAL XL EDGE SPACER ST. STEEL GLASS TYPE 'Al' 1" OVERALL INSUL UM. GLASS 3/16" TEMP. GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS 090" Inter -layer Trosifol PVB By 'Kuroroy Americo, Inc.' 3/16" HEAT STREN'D GLASS SILICONE DOW 899 0 CARDINAL XL i EDGE SPACER ST. STEEL GLASS TYPE 'BI' 1" OVERALL INSUL LAM. GLASS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • ••• leg Coda • • • • • •• • 03ymu SERIES-700 ALUM SLIDING GLASS DOOR (L.M.I.) COMP-ANL\W13-49EC0 FAX (305) 885-5902 `0- n a 6 6 8 L 8 UPDATED TO 2017 FBC 0 0 s drawing no. W13-49 sheet 5 of 12 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. (TYPICAL ANCHORS; SEE ELEV. FOR SPACING — — — — AT HEAD — — — — - — TYPE 'A'- f 1/4" DIA. ULTRACON BY 'ELCO'i (Fu=177 KS1, Fy=155 KSI) TYPE 1 TYPE L THRU 1BY OR 2BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE 1 /4 -DIA ULTRACON`"BY 'ELCO) (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED C'- '1%4"= DIA. SELF"ORIWNG SCREW%) (GRADE 5 CRS) INTO MIAMI-DADS COUNTY APPROVED MUWONS OR INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - — - — AT SILL — — TYPE 'B'- ''1/4 DIA. ULTRACON"'BY ELCQ`t (Fu=177 KSI, Fy=155 KSI) L DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED r _ AT JAM_BS_ I TYPE 'A'- t1/4' D -IA ULTRACON BY "ELCOi (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS 'B.- (1/4 DIA UULTRACON ,RY EICO'a (w=177 KSL Fy=155 KSI) DIRECTLY INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS "1"/ DIA SELF DRIWNG SCREW) (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR - - INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PNNTED) TYPE TYPE L - ANCHOR EDGE DISTANCES INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS re = 3000 PSI MIN. C-90 HOLLOW/F1LLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 1 • • • • • •• • . • • • • • • • •• • • •• • • • •• • ••• • • • • • • • • • • • • • •• ••• • • • • • • • •• •• • •• • • • • • • • • • • • • • • • IBODUCT REIMS es amplylag wit► a. F►etida irleing Cede AneepheceExpiration Bate No 2 !3 e••Y•1 RI 4"u SERIES-700 ALUM SLIDING GLASS DOOR (LM.I.) 0 17 U FAX (305) 885-5902 0 .n B L 6 8 0 oc far. by: TARIO drawing no. W13-49 • • •• • • • • • ••• • . • • • • •• • • • • • • • • • • • • • • 00 00 • • • • • • • 0 • • sheet 6 of 12 0 TYPICAL ANCHORS SEE ELEVS. FOR SPACING n El7GE DIST. . '. STAGGERED . . 4 1BY OR 28Y WOOD BUCK (SEE NOTE SHEET 1) • ' "CbNCRETE 3 KSI MIN. I I 07 O 4 W3 CONCRETE 3 K§k yIN. EDGE DIST. PI 0 — w A1111(® 1. Ii'f''® P4 Wl INi '1 %`' Ter ___da% 44/:►'a',i'S A os 11� oi 3-ff" STAGGERED P3 1. W2 TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING LOAD BEARING SHIMS OR POURED & HARDENED HIGH STRENGTH GROUT NON —SHRINK, NON—METALLIC f'c = 5000 PSI MIN. NOT APPROVED FOR WATER RESISTANCE METAL STRUCTURES 1/8" THK. (SEE SHEET 6) • • • • • . • • • • • • • • • UMfT MAX ER.(+) LOADS TO 70.0 PSF • • • • • • • • SILL HEIGHT VS WATER R�SCSTAN:,E EXT,:+i: LOAD. SEE SHEET 5 CHART 1 •OR DOOM CAPACTIS � � • • • •• • • UMR MAX. EXT.(+) LOADS TO 47.0 PSF • • r-� MWAI—DADE COUNTY APPR'D MULLION SEE SEPARATE NOA (SEE SHEET ) TYPICAL ANCHORS SEE ELEVS. FOR SPACING PEEPHOLES: W1 = 1-1/2" LONG NOTCH AT EACH END. W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS AND 36" 0.C. W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" 0.C. W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. PILE PADS: P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH P2 = SELF ADHESIVE PILE PAD 1" X 3/8" X 1/4" HIGH P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN 2-1/2" X 1" X 3/8" HIGH P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL 2" LONG X 1-7/16" WIDE X 7/16" HIGH. r l 5Auc r AMMO Lompili.•with *erne/ Bate .1 • s.- fliTloWA•ir��E'rNst • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • • • •• • •• • • ••• • •• • • • • • • • COMP -ANL\W13-49EC0 FAX (305) 885-5902 0 c 6 8 8 6 6 8 2 B .o 0 B 0 8 • 8 8 drowing no. W13-49 sheet 7 of 12 TYPICAL ANCHORS SEE ELEV. REINFORCING FOR SPACING AS READ. O SEE SHEET 5 FOR CAPACITYY P2-. PANEL WIDTH D.L OPG. •• ••• • • . • • • ▪ • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK CTURE HEEL 1 1/4' MAX. SHI •RODLIC f REVEiED am complying oO ig•NY too Maria hootinAeceptsocr Not o (2 t E.Wntioe Dote v+ee(ti.r.� •• • • •• • • • •• • •.• • • • ••• ••. • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • ••• • • • • •• •• •• • • • ••• • • • • • • •• • SERIES-700 ALUM SLIDING GLASS DOOR (LM.I.) COMP—ANL\W73-49EC0 FAX (305) 885-5902 0 v UPDATED TO 2017 FBC 0 0 date: 09-27-13 drawing no. W13-49 sheet 8 of 12 PANEL WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING W 1/4" MAX. SHIM DOOR FRAME WIDTH PANEL WIDTH P3 REINFORCING AS REDD. SEE SHEET 5 FOR CAPACITY P2 EXTERIOR DOOR FRAME WIDTH (SEE Dp TABLE) •• ••• • • • • • • • • PANEL WIDTH • • • MOM E REVISED as ssay971mi MA las NNW Wang Osas Au:vows N• 12-4.1 3 s4rw.• ante -2[2.0 11 tal.r.� •• TYPICAL ANCHORS SEE ELEV. FOR SPACING AND QUANTITY METAL STRUCTURE 1/4" MAX. SHIM `�'T 1^11111/j; • • • •• ••• •• • • • •• • ••• • • • ••�;� OF :14 •• • • •• • • • • • • •• • • • • •• • • •• • • �s .,• OF.•'G\ •�• •• ••• ••• ••• • ���s�OIIAiL1 ••• • • • • ••• • • • • • • • • • • • •••• • • • • • • • • •• •� ••• ••• �• • 70592 2111 U � J o V W }w 1— IY 3r�1� O o 1,71 Z • 3z> w • yJp— o 0 J W o0 r 2 8 0 UPDATED TO 2014 FSC 8 8 UPDATED TO 2017 FHC 0 drawing no. W13-49 sheet g of 12 ITEM / PART / QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 E701 1 FRAME HEAD 6005-T5 - 2 E702 1 FRAME SILL 6005-T5 - 3 E703 2 FRAME JAMB 8083-T6 - 4 E704 2/ PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 - 5 E705 AS ROD. PANEL LOCK STILE 6063-T6 - 6 E706 AS REQD. PANEL OUTER INTERLOCK 6063-T6 - 7 E707 AS READ. PANEL INNER INTERLOCK 6063-T6 - 8 E708 AS READ. PANEL MALE ASTRAGAL 6063-T6 - 9 E709 AS REOD. PANEL FEMALE ASTRAGAL 8083-T6 - 10 E710 AS READ. GLAZING BEAD 7/16' LAMINATED GLASS 6063-T6 - 11 E711 AS REQD. GLAZING BEAD 1' INSULATED GLASS 6063-T6 - 12 E712 AS READ. SILL TRIM 6063-T6 OPTIONAL 13 E713 AS READ. 2' SILL RISER 6063-T6 - 14 E714 AS REQD. 2-3/4' SILL RISER 6063-T6 - 15 E715 AS REQD. AXED PANEL CLIP (CONTINUOUS) 6063-T6 - 17 E717 AS REQD. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063-T6 - 18 #10 X 3/4' HWH SMS AS REOD. FRAME ASSY. SCREWS ST. STEEL - 18A #10 X 1' FH SMS AS REQD. PANEL ASSY. SCREWS ST. STEEL - 19 #8 X 1/2' PH SMS 2/CUP FIXED PANEL CUP SCREWS ST. STEEL AT 3' FROM ENDS & 16' 0.C. 20 #10 X 1-1/4' PH SMS 1/ ROLLER ROLLER INST. SCREWS - NOT SHOWN 21 WEATHERSTRIP AS REQD. FRAME AND PANEL WEATHERSTRIP - FIN SEAL .190 HIGH BY ULTRAFAB 22 E235 AS REQD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB 23 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 24 PRO3-6005 2/ MOV. PANEL TANDEM NYLON WHEELS IN ST. STEEL HOUSING - INTERLOCK (1/2' MTG. SPACER REQD.) 25 E718 2/PANEL FIXED PANEL SKATE DELRIN - 26 #8 X 1/2' PH SMS 2/CUP FIXED PANEL SKATE INST. SCREWS ST. STEEL 27 - AS REQD. 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK 28 AS REQD. BUMPON (SIUCONE SPACER) SILICONE BY FRANK LOWE 29 AS REQD. SETTING BLOCKS AT 1/4 POINTS EPOM DUROMETER 80±5 SHORE A SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. •• ••• • • • • • • • • :ii'.• 77�7�J' P • 1 • •• • ••• • • •�•i• • iii • • •• • • • •• • • •• =S�O.. VAlofG�A`t •• • ,... : ` 1r = :.... •RODUCf REVISED es owp17l•g with she WeeY• ba dieg Cede Assepatree No i -O!2 •!3 Espire•e• Date 9 ...- Wait • • • •• • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• • • 000 • • (111 III SERIES-700 ALUM SUDING GLASS DOOR (LM.I.) 4) 0) w a 11 0 0 5 8 8 5 5 8 5 5 8 .0 0 V O C 8 o drawing no. W13-49 sheet 10 of 12 .130 r.693 AL-FAROOQ CORPORATION a ENOINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) C TEL (305) 264-8100 FAX (305) 262-8976 ( COMP—ANL\W13-49EC0) 3.562 3.562 1-.125 5.059 -7' 1 1.824 j .078i � 1.648 1 1.129 0 .078 1.998 FRAME HEAD 1.998 1.312 .93I7 1_ .045 .062 .93I7 J� .050 .062 1.021 2.105 � �-.078 1.648 to 1" INSULNL I--,.252 M GLASSA F-1.252 11 7//116ZING �.B GLASSAD .094 -- _� �-�-+ �L l 2.625 5 O PANEL LOCK STILE 7 0 2.625 PANEL INNER INTERLOCK .210- a p-1.144 --1.471�{ .062 .210 I 5.532 .062 1.998 1.998 i 3.562 .210 .068 2.687 2.313 3250 - .078 � 1 + U�1 f -.078 1-.125 I 2.105 SERIES-700 ALUM SLIDING GLASS DOOR (LW.) ) ECO WINDOW SYSTEMS, LLC. 8502 N.W. 80th STREET MEDLEY, FL. 33166 TEL. (305) 885-5299 FAX (305) 885-5902 .068 1.047 1.f937 7 Ir1.648 1.047 0 I i 72 SILL TRIM 73 2" SILL RISER 14 2-3/4" SILL RISER 1 } 0 PANEL TOP 1.823 - & BOTTOM RAIL 0 2.625 PANEL OUTER INTERLOCK 4RODUC r REYBAR. •e emptyVL wilt the Meet& Cede062] Awe/eweteeIg-o124.f3 915 2.248 .125 0 FRAME JAMB 1.494 - 078 .357 15 .149i FIX. 1.540 I PANEL CLIP } lSgie•••• Owe ;1 z. i Lei ---- 1.998-�_ 2.067 17 .125 INTERLOCK STIFFENER 1 REV. PER RER COMMENTS UPDATE) TO 2014 FBC NO CHANCE THIS SHEET UPDATED TO 2017 FBC Centel - -- - • • • ('� 1.� I39 I I d 1, t22 3.687 U� .078 3.437 .078 -- 1.824 - „111111 o ONHIN' --5.274 - O FRAME SILL 1.824 „ •„ • • • • • • • • 1.64* • • • ••• MONO. 3.820 3.996 078 b • -�tt�'� • ��P1^`:. • • • = •:a_.140 ; • • ••:�_ • •; • • • • • '773i�Oi 1Nj 1111t1jj' p`, ii .v.�, ' '= - \\, s. 11111� 1``` (mt. 09-27-13 I(.wle: I/2• • 1• J dr. by. TAR10 [chk. by: •`1ooti .• ••• • 2.500 • • • • •. •• .: •• •• ••• •• • TR O • • PANEL:ALE AS�oAL • • • O PANEL 2.000 FEMALE ASTRAGAL sheet 11 of 12) • • • ••• • • ••• • • • • • • • • • • ••• • • • •• •• • • • •• •• • • ••• • • FRAME BOTTOM CORNER PANEL TOP/BOTTOM CORNER .RODUC f REVUE* as complying with the Redlih battling Cda Acceptance No III- 0121. 1 3 taping.. Oete M/1/_ 'J,e 20 ( q C-A kl.l. War' an& gaoi.glsrY M •• ••• • • • • • •• • tttt t11 I I li ilt,'/ • • • • • • •• •• •• • : V,' �CENe. •• ••• •• • ••• • • • ••• •• • • e • • • • • • •• • • • • • e • • • • • • • • • • • • •• • • •• • • • •• ••• • • • • 32018 , AI OF 4fS. ioN Le �Illlltt� ••• • • • • • • • • • • • • ••• • • • • • • • •• •• ••I ••• • • • • • • • • • • • • • •• •• ••• • • (04"u SERIES-700 ALUM SLIDING GLASS DOOR (L.M.I.) 0 0 a ro a a 0 FAX (305) 885-5902 0 UPDATED TO 2014 FTC NO CHANGE THIS SHEET UPDATED TO 2017 FTC 0 t drawing no. W13-49 sheet 12 of 12 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of cQ;struction materials. The documentation submitted has been reviewed and accepted by Miami -Dade Cotuat}c RER - Product Control Section to be used in Miami Dade County and other areas where al1eweei by the Auttiority Having Jurisdiction (AHJ). MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cotihty ProducrControl • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade c.ouniy) reseNe t11e right • to have this product or material tested for quality assurance purposes. If this prgcigct or matriat Tails to . . perform in the accepted manner, the manufacturer will incur the expense of such te„stiig•and may immediately revoke, modify, or suspend the use of such product or material within iheii,jurisdictign. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade:Coun Product Control Section that this product or material fails to meet the requirements of the applicablebuild• ng 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 "Eco-Guard 300" Aluminum Fixed Window L.M:L) APPROVAL DOCUMENT: Drawing No. W09-20, titled `Eco-Guard Series-300 Alum Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, 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 logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0715.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. • • • • • • • (NO4 No._1 1,102 2.03 Expiratian,Date: June 17, 2O19 Approval Date. January 11, 2018) —PaTel B. TESTS Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20, titled "Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • •• •• •• • •• .... .. • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading ppr TAS •20 -94 3) Water Resistance Test, per FBC, TAS 202-94 • • • • • • • along with installation diagram of a 97 1/4" wide x 96 1/8" higl}No Cruard seen"300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., • • Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed:by Candi(b F. • Font, P.E. (Submitted under NOA#09-0413.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20 f-94 • . • •. •. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco-Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 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 installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 47 5/8" wide x 96" high Eco-Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 5; C41 ZhaQ Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.20 Expiration Date: June 17, 2019 Approval Date: January 11, 2018 ••• • •• • • • E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco-Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Ind : Ist% Report No. HETI-08-2195A, dated 01/15/09, signed and sealeSbyCandidoV.1ont, • •• P.E. (Submitted under NOA#09-0413.05) C. CALCULATIONS .• •... .. . • • 1. Anchor verification calculations and structural analysis, complyiMf'dvith FBC 6 ' Edition (2017), dated 10/13/17, prepared by Al-Farooq Corporgiap;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. 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. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated October 13, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 15-0715.10, issued to Eco Window Systems, LLC for their Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I., approved on 09/03/15 and expiring on 06/17/19. Zhao Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.20 Expiration Date: June 17, 2019 Approval Date: January 11, 2018 E-2 1.608 1.813 f 1 1.000 2.750 FRAME HEAD/SILL/JAMB .875 00 2.688 .062 2.611-.I 769 FLUSH FRAME ADAPTER -{.750r .81-13 .050—�1- GLAZING BEAD O3 ANCHOR COVER ("ECO=GUARD SERIES=300) (ALUMINUM FIXED WINDOW/ DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6T1-1 EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METAUJC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERLALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL • • FALS (SURFACI MUNDNS APPLIED) OPTIONAL D.L OPG. e v D.L. OPG. C`a vI T It FF -tt II 7- I 1 I 1 1 I 1 - II 0 II 1- I: ' 6" MAX. HEAD/SILL CORNERS 12" MAX. HEAD/SILL TYPICAL El EVATIQN GLASS D I O DIMS, D.L.O. HEIGHT = WINDOW HEIGHT - 3.625" D.L.O. WIDTH = WINDOW WIDTH - 3.625" •• • • • • • • • • • • • • • • • .yam_ THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. •• • • • • • • • • • • • • • • • • •• • • • • • • • • • ••• •• • • • •• PRODUCT REVISED as Complying with die Florida Building Cade • Na No 1 %-V/01. ?Q Expiation Dare ,A Ity_� • (1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • rn zz 0 vro ECO-GUARD SERIES-300 ALUM FIXED WDW. (LM.I.) w FAX (305) 885-5902 6 UPDATED TD 2010 0 34 UPDATED TO 2014 FBC .0 0 8 0 c S drawing no. W09-20 sheet 1 of 5 ) AL-FAROOQ CORPORATION a ENGINEERS 84 PRODUCT DEVELOPMENT 9380 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.4.N. 3538) C TEL. (305) 2548100 FAX (305)2626978 COMP-ANL\W09-20ECO) DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 3/16' ANN. GLASS 3/16' HEAT STREN'D. GLASS WINDOW DINS. GLASS TYPE 'C' GLASS TYPE 'D' WIND09 DIMS. GLASS TYPE 'C' GLASS TYPE b' 090' Intedayr Intedayer WIDTH (W) LENGTH (L) EXT.(+) TNT.(-) EXT.(+) TNT.(-) WIDTH (W) LENGTH (L) DR.(+) TNT.(-) EXT.(+) 1NT.(-) .090' Trosifol PVB SentryGlas 'Kuraray 24' 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 By Americo, Inc.' By 'Rummy America. Inc' 30• 75.0 80.0 80.0 90.0 37" 75.0 80.0 80.0 90.0 3/16" MN. GLASS 3/16" HEAT STREW!). GLASS 36" 75.0 80.0 80.0 90.0 53-1/8" 26• 75.0 80.0 80.0 90.0 42" 36" 75.0 80.0 80.0 90.0 74" 75.0 80.0 80.0 90.0 SILICONE DOW CORNING 899 SILICONE OOW CORNING 899 Cr 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 GE SCS 2000 GE SCS 2000 54' 75.0 80.0 80.0 90.0 37'-3/8" 75.0 80.0 80.0 90.0 sa ImI 'II 60" 75.0 80.0 80.0 90.0 53-1/8" 75.0 80.0 80.0 90.0 • ' 66" 75.0 80.0 80.0 90.0 74" 75.0 80.0 80.0 90.0 to , 1111 cs 0 I f 2" 72" 724" 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 I © AT 1/4 POINTS © 75.0 80.0 80.0 90.0 37'50 75.0 80.0 80.0 90.0 ■■ II y� till ") O ON LITES WIDER ■■ I' lull AT 1/4 POINTS O ON IITES WIDER 30" 75.0 80.0 80.0 90.0 53-1 8' / -5/8, 71.3 76.0 80.0 90.0 I I _ - THAN 36" ONLY I _ 'I�- THAN 36' ONLY 36" 75.0 80.0 80.0 90.0 71.3 r)�► i. �Il%WV Si � Nurli�� 1 74' 73.1 80.0 90.0 gi �� 7y':42' 48, 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 �i 1► 48' 75.0 80.0 80.0 90.0 3T 63' 75.0 80.0 80.0 90.0 NB X 1-1/4" SMS /8 X 1-1/4" SMS 54" 75.0 80.0 80.0 90.0 53-1/8' 67.9 72.5 80.0 90.0 AT 3-1/2' FROM ENDS AT 3-1/2" FROM ENDS 60• 75.0 80.0 80.0 90.0 1;26-1/2`) 175.0 80.0 ? 80.0 90.0 ECO-GUARD SERIES-30D ALUM FIXED WDW. (LM.I.) ECO WINDOW SYSTEMS, LLC. 8502 N.W. 80th STREET MEDLEY, FL. 33166 TEL (305) 885-5299 FAX (305) 885-5902 AND 10" 0.C. MAX. AND 10" 0.C. MAX.�,, 66" 75.0 80.0 80.0 90.0 37" 75.0 80.0 80.0 90.0 "GLASS TYPE "'Cl GLASS TYPE 'D' 72" 75.0 76.6 80.0 90.0 53-1/8" 67.9 69.9 80.0 90.0 GLAZING OPTIONS 24' 75.0 80.0 80.0 90.0 30" 75.0 80.0 80.0 90.0 . 42" 75.0 80.0 80.0 90.0 42" 60" 75.0 80.0 80.0 90.0 48" 75.0 80.0 80.0 90.0 54" 66.6 71.3 80.0 90.0 60" 60.2 64.2 80.0 90.0 L 66" 60.2 64.2 80.0 90.0 ', W. WIDTH 72" 60.2 64.2 80.0 90.0 J % WINDOW WIDTH WINDOW WIDTH 1 T-(- , 24' 75.0 80.0 80.0 90.0 r r 3 42' 72'; 'UA � c n I REV. PER BCCO COMMENTS UPDATED TO 2010 EEC MMIUF. ADDRESS REV. UPDATED TO 2E114 FBC UPDATED TO 2D17 EEC 3 54" 66.8 71.3 80.0 90.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED L J 60" 60.2 64.2 80.0 90.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. - - 24' 75.0 80.0 80.0 90.0 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 30• 75.0 80.0 80.0 90.0 38' 75.0 80.0 80.0 90.0 -r - - - - -1 - - - - -Ir 1 42" 84" 70.0 70.0 80.0 90.0 F Ge z z 54' 64.3 64.3 80.0 90.0 .si i 24" 75.0 80.0 80.0 90.0 3 3 W. WIDTH 30' 75.0 80.0 80.0 90.0 NOTE: "'CI e v o = =' s S a - L J I I 36" 96 7s.o 76.z •ap.o • • •9o.q� GLAiitSS : CAPACITIES ON THIS SHEET ARE r , 42' 64.6 64.6 1 1 80.0 •90.5 • %EDP t: AS: MI 6E1300-09 (3 SEC. GUSTS). ` � ., }- < a, u o W 5 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH I I .46• 59.9 •80.0 • • •59.9 ••90.Q 4 e • • • v ,--. .--. b I - - - - z 24" 7s.o eo.o 4 •AD.o• • o.s • • • `tt1111111i"/ • / r - -1 o i ' 108" • 80= • 36'80r3 :::;: / ; ' •• 3IJ'dv clmida r.• _ * 30' 120' 75.0 840 • 800 90: •Building Code • • = ' I - drawing no. W09-20 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 36" 74.5 745• • 80b • • Accepmce'nt1.1 I •90E e • �y ��•••.I F tx nUau TE OF [(�� VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. •• • • • • • • • pI8p1`,.•' \� •gy 5�1L'so dlGu i�0 .....••• ��. AHiuni Dade Pru m: f.cntrcl i,r/H 441111" 1� sheet 2 of 5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1BY WOOD BUCK a • <e TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST, II O Z d 4. TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE MST. 1i fi7 amm t=Il MIAMI—DADE COUNTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA EDGE DIST. n 65 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 2 ,OOD BUCK OR WOOD RE EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING (TYPICAL ANCHORS) SEE ELEV. FOR SPACING 1/4' DIA. ULTRACON BY "ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY 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' DRIWNG-SCREWSS(GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MUWONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE`DISTTANED INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE .• 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. W000 AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS re - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f"m - 2000 PSI MIN. SEALANT: • *ALP 11:#NTS AID FRAME CONjIECTIQIS SEALED WITH • JOINT tEAt �R! • • • • • •• • • • • • • •• ••• •• • • • •• PRODUCT CAD a° ccn}PNyine -.ea.?) the Florida • • • • • S Co., • • • • • No • • Acc to c. • • • 11_)r • • Expiation Dateft• • TYFIcv. ANCHORS • • •• • • • • • 9 • SEE ELEV. • • • • • •Bye Si an • • FOR SPACING • • • Mian•Dade Prod t -ol • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • C • • • • • • • • • • • • • • • • • • • • • • •• •• ECO-GUARD SERIES-300 ALUM FIXED WDW. (LM.I.) -J J J (/) w N w w (/) I-co 63 -C M_n • M CO Z 3� m • ij W co 1±1 FAX (305) 085-5902 5 8 22 a • s 6 0 (dab: 03-23-09 0 2 drawing no. W09-20 sheet 3of 5 ITEM / PART / REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY301 2 FRAME HEAD/SILL/JAMB 6063-T6 - 2 FY302 AS RE00. GLAZING BEAD- 7/16' GLASS 6063-T6 - 3 FY303 AS RE00. ANCHOR COVER 6063-75 - 4 E203 AS RE00. GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 FIR-50 1 GLASS SPACER - 1/8' HIGH SILICONE FRANK LOWE 6 /10 x 1' 8 FRAME ASSEMBLY SCREWS CRS PH SUS 7 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 8 - 2/ LTTE SETTING BLOCK EPOM DUROMETER 85±5 SHORE A MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH 1/4' MAX. SHIM 18Y WOOD BUCKS RECT. OR SQUARE WINDOWS 03 1/4' MAX. SHIMS EXTERIOR D.L. OPG. WINDOW WIDTH CIRCULAR WINDOWS CORNER DETAILS 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • • • • 1/8' THK. ALUM STRAP WELDED JOINTS TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE • • •• • • • • • • • • •• • • • •• • • • •• PRODUCT RSviSEO s,orl leS with the FioTid0 • • •• • ncczy;:cc1.hl�•/b1;0• • • • i=z'eN::r. Cate • • • • • • /••�•L*naoi� .•` S 'C,�NATEALOFIG�. ( ••• !:4uo• • • Dade PORD..�(r MITER CORNERS ECO-GUARD SERIES-300 ALUM FIXED WDW. (LM.I.) FAX (305) 885-5902 0 O C 0 WNUF. ADDRESS REV UPDATED TO 2014 FOC a R 5 0 5 drawing no. W09-20 (sheet 4 of 5 • • • • • • • • • • • • • • • • • • • • • • • • • • e • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • ALT. ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. MIAMI—DADE COUNTY APPROVED MUWON do MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS • • • • • • • • • • • • • • • • • ,•• • • • • • • • . • • • • • • WITH FLUSH FRAME ADAPTER • • • • • • • • • • • • • • • • • • • • • • •• • • • • • PRODUCT REVISED o:smpl, ing with the Florida Euilaing Code •,•tsptaneo No l acf4leo Exillkstiori'hte Ma • • • • • By S•{f4a1•2%4. • • Dank&Moo C.aroi • ..• • • • • • • • • • • • • • • • • • • • s • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • M41,u ECG -GUARD SERIES-300 ALUM FIXED WDW. 0 U J J u M n w (n )--� (/)co oOO 0co •A m z — W ow NO CHANGE THIS SHEET NO CHANGE THIS SHEET UPDATED TO 2017 FBC n' co r � drawing no. W09-20 sheet 5of 5 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 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 coup ') reservethS right to have this product or material tested for quality assurance purposes. If this protect er materiel fails to perform in the accepted manner, the manufacturer will incur the expense of such MI -Wand the AHJ may immediately revoke, modify, or suspend the use of such product or material withintheu'jurisdictidn. RER, reserves the right to revoke this acceptance, if it is determined by Miami-Dade•ou my Product t•ontrol' Section that this product or material fails to meet the requirements of the applicable) iagg code. • This product is approved as described herein, and has been designed to comply wit, the FloNg..l aildin4 Code, including the High Velocity Hurricane Zone. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy . . . . DESCRIPTION. Series "Eco-Guard 200"AluminumHoriizontal Rolling YWinaow.._S. • APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-201:146 . Hori4olling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, preparditi ' ftl- • 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 RAnN :,Largeand,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 NOA# 15-0728.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. S, z. pr�vS/2v/8 NOA No. 17-1102.23 Expiration.Date: May 27, 2019 CAPpiovai`Date: , ativar)r11; 2018) Page 1 • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA #09-0312.08) 2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, 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 204-94 •. • • • • 3) Cyclic Wind Pressure Loading per FBC, TA ib3:-94 ... . 4) Forced Entry Test, per FBC 2411.3.2.1, andTAS202-94 ••: along with marked -up drawings and installation diagram of an atumuium horizontal sliding window, prepared by Fenestration Testing Laboratory, Lac., jtst Ripe t:No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Bryson .P.E. (Submitted unde�"NOA#14-0 •1A91) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . .. • 2) Uniform Static Air Pressure Test, Loading der FISC TA •202.94 3) Water Resistance Test, per FBC, TAS 202-94. • : • • • 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 .• . •. • along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted underNOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) E-1 Van h4.0P Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 Eco Window Systems, LLC. 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20.1-94. • • • • 2) Cyclic Wind Pressure Loading per FBC, TAi?O3:94 ... along with marked -up drawings and installation diagram of a X'O &hzminum • • horizontal sliding window, prepared by Hurricane Engineering 'cdi Vesting, Inc' Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealed h andido'F� ant, P.E. (Submitted under4ICL 09-03j,�•Q8) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 24 94 • • ....' 2) Cyclic Wind Pressure Loading per FBC, TAS 1n-94 • along with marked -up drawings and installation diagram of a )OXa �untieY�/arm... horizontal sliding window, prepared by Hurricane Engineering'& Testing, I.,•Test Report No HETI-08-2229, dated 01/15/09, signed and sealed by Candido $.Foht, P.E. (Submitted under NOA#09-0312.08) 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) . C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5a' Edition (2014), dated 07/08/15, complying with FBC 6th Edition (2017), dated 10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 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. .... 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amdrica; Inc. fof flieir "SentryGlas® (Clear and White) Glass Interlayers" dated 0e/25/t5, expznngion 07/04/18. • F. STATEMENTS • • • • .... .. . • . . . . .... . •. .. 1. Statement letter of conformance, complying with FBC 5th Editiga: 2414), wiftfi•FBC 6ta • • • • Edition (2017), and of no financial interest, dated October 12:2Q1,7., prepared by Al- •• Farooq Corporation, signed and sealed by Javad Ahmad, P.E. : • : • . • G. OTHER . • • .. . ••. • • . • . 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window Systems, LLC•for their Series "Eco-Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved on 09/03/15 and expiring on 05/27/19. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-3 3 1/2" MAX WINDOW WIDTH 4" X SILL CORN CORNERS WINDOW HFJGHi 58 3/4' -I I _ _ i _ - I I 1 !*( vIII I' O ±frjj! :k:! I3 --11rllY//111 t I I I ) 'I`' 31 1/4' ------ -�. ,I/ 32 3/4" Ii4MME=�,— FALSE MUNIINS (SURFACE APPUED) MAY BE USED D.L OPG. 35 3/8" D.L OPG. mE lE 3 1/2' MAX. HEAD/SILL CORNERS FALSE MUNTINS (SURFACE APPLIED) MAY BE USED TYPICAL ELEVATION$ THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 090' Interlayer 090' Interloyer Troaifol PVB SentryGlas By 'Kuroray Americo, Inc.' By 'Kuraray Americo, Inc.' 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS SIUCONE DOW CORNING 899 GE SCS 2D00 z io AT 1/4 POINTS ON UM WIDER THAN 36' ONLY GLASS TYPE_X 111" WINDOW WIDTH 10 5/8" MAX. 4' P HEAD/SILL D CORNERS y3" _.._ - II'I_ /. _a.�...> D _.. r_ _..ate--..-...-�___ I_ 1 /. __ /. ---r---TIC== T<= ,./ a3 O _ _-_ir- _10___= I L_f 1 -T_-= / _ - - rk L `, 32 3/4' D.L OPG. 36 7/8' VENT WIDTH ii 32 3/4' TI I'I I, —I D.L. OPG. TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 1/8' HEAT STREN'D. GLASS 5/16' AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Troaifol PVB By Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE CARDINAL XL DOW CORNING 899 EDGE SPACER GE SCS 2000 IH ST. STEEL AT 1/4 POINTS ON LIES WIDER THAN 38' ONLY GLASS TYPE 'B' GLAZING OPTIONS g SIUCONE DOW 899 AT 1/4 POINTS ALL SIZES GLASS TYPE 'C' (2) ANCHORS AT MTG. STILE ENDS TYP. . - (4) ANCHORS REQD. FOR SIZES AND LOADS MARKED WTT11 ON SHEET 2 ONLY 1 lE (ECO GUARD—SERI rS=200) (ALUMINUM HORIZONTAL ROLLING WINDOW) DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SThIEM. THIS PRODUCT HAS BEEN DESIGNED AND IESIED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SWILL 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-METAWC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMTTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WTTH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY • • • • • OF•BTRYCTUR• RECITN• THIS•PSODUCT AND SEALING AROUND OPENING FOR • • WAVER ENFILSRATeDN •LESSTACE ETC. • • CONIIITIPNSeNOT•SH•NN •N 111S DRAWING ARE TO BE ANALYZED SEPARATELY, • • •ANII TDBE•REV•.WE• f' BUIL•ING OFFICIAL.. 01t11 III//,, • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • SETTING BLOC16 A• • • • • LAM. GLASS AND•INSUL MA. MSS* • • ePPS >iou Da: pp7)La EAD NOTCH GLAZIN• BLE(PE CLEAR, BLBCK96 • 'ice • • • • )4i eygo Miami Dade Prn&;ct Ccf(rot comain L F o:-Id., Buii.iinge:3y • A�.. rT,.11Jwi-l9 r. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • OF ''S740 VIAL. t1 ‘ 4314"u 8 th 1 a c S S drawing no. W09-12 sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (X0, OX 0R XI( SIZES) WINDOW DIMS. A W/0 REINF. WITH RUNE. GLASS TYPE GLASS TYPE GLASS TYPE MIN HEIGHT FM.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37' 26' 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (3) a 70.0 80.0 80.0 90.0 70.0 60.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 2671/2' 4 70.0 80.0 80.0 90.0 70.0 80.0 374 38-3/8 4 i'70.0 80.0 80.0 90.0 70.0 80.0 53-1/8' (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2' 4 70.0 80.0 80.0 90.0 70.0 80.0 (' 50-5/8.. 3 4 1.70.0 80.0 . 80.0 90.0 70.0 80.0 53=1/8" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 74' 8 70.0 80.0 80.0 90.0 70.0 80.0 28-1/2' 4 70.0 80.0 80.0 90.0 70.0 80.0 37' 63 4 68.9 77.5 80.0 90.0 70.0 80.0 53-1/8" (6) 8 70.0 70.0 80.0 90.0 70.0 80.0 74' 8 70.0 70.0 80.0 80.4 * 70.0 80.0 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 60' 6 70.0 80.0 80.0 90.0 70.0 60.0 72' 8 70.0 80.0 80.0 90.0 70.0 80.0 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 36' 4 70.0 80.0 80.0 90.0 70.0 80.0 48") 6 70.0 80.0 80.0 90.0 70.0 80.0 60' 6 70.0 80.0 80.0 90.0 70.0 80.0 72' 8 70.0 80.0 80.0 90.0 70.0 80.0 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48' �5) 6 70.0 80.0 80.0 90.0 70.0 80.0 60' 8 70.0 80.0 80.0 90.0 70.0 80.0 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 36- 4 70.0 80.0 80.0 90.0 70.0 80.0 48' 6 70.0 70.0 - 80.0 90.0 70.0 80.0 1i80' O 6 4 70.0 70.0 ' 80.0 90.0 70.0 80.0 72" 8 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS 4 LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A 8/0 REINF. WITH REINF. GLASS TYPE A' GLASS TYPE 'E' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) IM.(-) EXT.(+) IM.(-) DR.(+) TNT.(-) 74' 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" 26" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 111' 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 38-3/9 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74- 60-5/8' 9 70.0 80.0 80.0 90.0 70.0 80.0 108-1/4" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 111' 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 9 70.0 70.0 80.0 90.0 70.0 80.0 106-1/4" 3 12 70.0 70.0 80.0 82.6* 70.0 80.0 111' () 12 70.0 70.0 80.0 80.4 * 70.0 80.0 72' 9 70.0 80.0 80.0 90.0 70.0 80.0 84' 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 96' (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 108' 12 70.0 80.0 80.0 90.0 70.0 80.0 72' 9 70.0 80.0 80.0 90.0 70.0 80.0 84' 36' 9 70.0 80.0 80.0 90.0 70.0 80.0 98" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 108' 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84' 48' 9 70.0 80.0 80.0 90.0 70.0 80.0 96' (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72' 9 70.0 70.0 80.0 90.0 70.0 80.0 84' 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 96" (6) _ 12 70.0 70.0 80.0 90.0 * 70.0 80.0 108" 12 70.0 70.0 80.0 87.6 * 70.0 80.0 A = N0. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS (1/3w) (1/3W) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XOX' • DESIGN LOAD CAPACITY - PSF (X0X SIZES) WINDOW DIMS. A 8/0 REIN?. WITH RIHNF. GLASS TYPE GLASS TYPE 'a' G1ASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) IXT.(+) INT.(-) EXT.(+) INT.(-) 74' 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" 26" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 111' 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4' 38-3/8' (4) 12 - - 80.0 90.0 70.0 80.0 111' 12 - - 80.0 90.0 70.0 80.0 74' 50-5/8' 9 70.0 80.0 80.0 90.0 70.0 80.0 (5) T$ () 8 9 7C 0.0 70.0 1 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84' 24' 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72' 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 36' 9 70.0 80.0 80.0 90.0 70.0 80.0 96' (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 108' - - 80.0 90.0 70.0 80.0 72' 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 5) 9 70.0 70.0 80.0 90.0 70.0 80.0 96" 12 70.0 70.0 80.0 90.0 70.0 80.0 72' Be 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) •• • • • • • A = N0. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH • • • • • • •• • • • •• • • • •• XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • (AND i*ORIDA BUILDING COMMISSION 'DECLARATORY STATEMENT DCA05-DEC-219 • • ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARFi•• • FOR WINDOWS WITH ADD -ON RISER AT FRAME:SICL • FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS ZO '. •SP SEE SHEET 3 FOR DETAIL. • • • ID • • Accencad, Tl I iEllOj.23 • Exvim• DalQ lc� • • BY• • Ms i , PTr ct C W • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • O O v 0 4 UPDATED TO 2014 FBC 10 13 a 0 v 0 8 drawing no. W09-12 sheet 2 of 7 1BY WOOD BUCK •:n 4 r TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGG. DIST: d EDGE DIST. II TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 MWAI-DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA EDGE DIST. I, 71, 5_ TYP CAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: WI = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" 0.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. 1BY WOOD BUCK EDGE DIST. N TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS?)SEE ELEV. FOR SPACING 1T/4" DLA. ULTRACON BY 'FLCO'I(Fa-in KS, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY 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) s- 4 S S OR SELF DRILLING SCRE*S)(GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MUWONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT • • • • • • CORCRET! AT• D. SILL OR JAMBS SG = 0 EAD !ILL OR JAMBS fc=5 •3000 PSI MIN. • � • • • - 94 He LOB/FISLED BLOCK AT JAMBS fm = 2000 PSI MIN. • • • • • • PRODUCT RFVISED 1= • • • • • • • • • as cvnlyin wt [he Florida• • • • • • • ssaiidia Co TYPICAL ANCHORS • • • • • • A lyei-; o 0orida SEE ELEV. • • • • • • • SxEetia: Dr FOR SPACING • • • • • • • • • • • • By Miami D Product • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • ••• • • z q r O b M N igloqg a. OtRp o d'c Oa± clEcgi D600 o.0t E etm• Dd IL Z"- a 2.08EJ Q 6o f 3 8 8 8 6 8 m 0 0 0- FAX (305) 885-5902 cc 5 UPDATED TO 2017 FBC a r va 0 (Fats: 02-24-09 ) (dr. by: TARP drawing no. W09-12 sheet 3 of 7 ) TYPICAL ANCHORS SEE ELEV.— FOR SPACING 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING STEEL REINFORCING AS REDO. SEE SHEET 2 FOR CAPACITY VENT WIDTH ----SCREEN OPT WINDOW WIDTH XO LAYOUT EXTERIOR MIAMI—DADE COUNTY APPROVED MUWON SEE SEPARATE NOA WINDOW WIDTH WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH 1/4• MAX. SHIMS 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH —SCREEN 0P' STEEL REINFORCING AS READ. SEE SHEET 2 FOR CAPACITY •• • • • • • • • • • • • • -n • • • • • • • • PRODUCT REViS�:7) as complyir wi larch • • • • • • Building 6 • • • • • • Acceptanceh - 1,Lfj • • • • • • EtiralicfrLrate • • • • • • • • • ✓Jsai/lZAfy • • By 4cf4e--.zz,_44, • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• • 1/4' MAX. 1BY WOOD BUCKS • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • • 11%III IA111/YYY''' TE OF OR10P;.• C ONAL 1Tllllll FAX (305) 885-5902 a 0 c r drawing no. W09-12 sheet 4 of 7 EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING :f_p_ • milk ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. METAL STRUCTURE EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING • TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • • • • • • • • •• • • • • • • • • INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER a • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• PRODUCT REVISED as ccm0YidS AO; tlx Florida — Building Co& • AcceptOce • Expii;iun Dike• B,• �if4" Zha.' Miami Dadao& tCadrnl ``1111111111//////,/'' Na TE OF• / • AL� Q 5 0 a W w 0 c drawing no. W09-12 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • sheet 5 of 7 O VENT TOP/BOTTOM RAIL FRAME HEAD O JAMB STILE 0 MEETING RAIL 3/16' r I 1 tEEI �E 12 STEEL REINFORCING r_.130 .71 9 —II�s .803 Oa3 f--6.- .803 GLAZING BEADS FRAME SILL .062 SILL TRACK .500 .1871 2.750 062 F .874 1.687 MOV. FRAME JAMB 2.612 O FIXED MTG. RAIL 2.812 -1 .750 1- 062- 2.750 1�.969-I --1.688 OS FIXED FRAME JAMB 2.611� 28 FLUSH FRAME ADAPTER ITEM PART / QUANTITY DESCRIPTION MATERIAL MANE./SUPPLIER/REMARES 1 FY201 1 FRAME HEAD 6063-T6 - 2 FY202 1 FRAME SLL 6063-T6 - 3 FY203 1 SILL TRACK INSERT 6063-T6 - 4 FY205 AS READ. MOV. FRAME JAMB 6063-T6 - 5 FY101 AS READ. FIXED FRAME JAMB 6063-T6 - 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - 8 FY206 1/ VENT JAMB STILE 6083-T6 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-76 - 1 0 FY108 AS REQD. GLAZING BEAD (LAA1. GLASS) 6063-76 - 10A FY110 AS READ. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 11 - AS READ. REINFORCING BAR STEEL - 12 - AS READ. REINFORCING BAR STEEL - 13 FY204 AS RTEQD. ADO -ON SILL RISER 6063-T6 USE AS REQD. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 18 X 1' AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 j8 X 3' 2/ VENT FIX RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS READ. FIN SEAL WSTRIPPING - ULTRAFAB 20 Q300T190 AS READ. BULB SEAL Q-LON SCHLEGEL 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 23 FLB-50 AS REM. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 25 /8 X 1/8' 2/ LATCH LATCH INST. SCREW ST. Si EEL OH SMS 26 WA2l 2/ WDW. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 29 - 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • • • • • PRODITREYISED • • • • • • a `o� nPtv.t' Florida • • • • • • EuildinVocy c (SI • • • • •• • •A`o�'�ii?nce NYI11.1'1 D11 • • • •• • • • • Ex�',arwn Die aitjy1J2pL[1 • • • • B • it!f-44 Zltao Misinki Dark Pmdoct Coned ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HIV U J J (n 2E w } N I— VO 3 L r7 00") 0 03 • v Zu 2 3Zho O NJ U 0w W coo 0 h OP a a 0 7. 5-5 0 c 0 drawing no. W09 —12 sheet 6 of 7 VENT TOP/BOTTOM CORNER$ FRAME BOTTOM CORNER FIXED MTG. RAIL CORNER •• ••• • • • • • •• • • • • • • • • • • • •• • •• •• •• •• • � pal tilq',� PRODUCT REVISED `r, •: {.+ • • • •• • • •• • • a as lyia�z R it the Florida • • • • • • quc ,�,� lloz.lj • • • • • • • E • , ire % o •• OF • • • • • • • • • Y 1 W Hof ;.. Miami D 145 2 (:cntrp! �r.F��'� IVAL ���` 0 ZJ O U a S O 0 v UPDATED TO 2017 FBC 2 drawing no. W09-12 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • 1 • •• •• ••• • • • ••• • • sheet 7 of 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 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 MiamiDade Couty.RER- Product Control Section to be used in Miami -Dade County and other areas where A1loIve: by tlle. E1uttority Having Jurisdiction (AHJ). MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.¢ov/economy This NOA shall not be valid after the expiration date stated below. The Miami-Dada€vtirily Product.Control . Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade panty) reservi the. right. to have this product or material tested for quality assurance purposes. If this prodifet'or material' fails to perform in the accepted manner, the manufacturer will incur the expense of such fe'stin .and dad 7i j may immediately revoke, modify, or suspend the use of such product or material within otts j jurisdictr& RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade :Coant, Product Control Section that this product or material fails to meet the requirements of the applicable building cod:. • This product is approved as described herein, and has been designed to comply witethb Florida $uilding, Code, including the High Velocity Hurricane Zone. DESCRIPTION:,Series"Eco-Guard 100" Aluminum,Single Hung WiadowmL.M ill APPROVAL DOCUMENT: Drawing No. W09-08, titled "Eco-Guard Series-100 AIum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/17, 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 logo, city, state, modeUseries, 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. 15-0406.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. MIAMI-DADE COUNTY APPROVED i214 i1 NOA No. 17-1011.2t (Expiration Date: April 08, 2019 Approval a : Decem er 2 , 2 Page 1 Eco Window Systems, LLC. 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. 09-0224.07 and previous NOA No.14 0317.02) 2. Drawing No. W09-08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision E dated 06/23/15, 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 ppl g, TAS 20T-94 2) Large Missile Impact Test per FBC, TAS 201.-9A .. •. 3) Cyclic Wind Pressure Loading per FBC, TAS zO 94 : '..' 4) Forced Entry Test, per FBC 2411.3.2.1, and'TVR:02-94• • • • along with marked -up drawings and installation diagram of an aluminum siiigl• �'hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reg ort N. • FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Briiisor,P.E. . . (Submitted under NOA No. 14-0317.02) • • • • • •• • •2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 106-1/2" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 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 installation diagram of a 106-t/2" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53 1/a" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2168, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 2/) Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 E-1 E. MATERIAL CERTIFICATIONS 1. Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 53-1/4" wide x 76-1/4" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2170, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 01-,Q224.07) .• • • • . C. CALCULATIONS ' ' ' •• . • • • 1. Anchor verification calculations and structural analysis, complying with fiat 5tn .'• Edition (2014), dated 03/27/15 and 06/23/15, prepared by AI'1'dfooq Corloration; •.•• .. . . 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 tRRR) • • • • . •• •• • • Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Int' fbr their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. • • . . • • • F. STATEMENTS 1. Statement letter of conformance, complying with FBC-St Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. FTL-7635, issued by Fenestration Testing Laboratory, Inc., dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 14-0317.02) 3. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon, P.E., Product Control Section Supervisor. (Submitted under previous NOA No. 14-0317.02) 4. Laboratory compliance letters for Test Reports No. HETI-08-2166A, HETI-08-2166C, HETI-08-2168 and HETI-08-2170, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0229.07) G. OTHERS 1. Notice of Acceptance No. 14-0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 04/10/14 and expiring on 04/08/19. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W09-08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE .••• • • •.••• . . • . .. . ... . • •. . • •• • • • •. . . • •. •... 1. Miami -Dade Department of Regulatory and Economic ResourcaABER). • • •. • • . . • • E. MATERIAL CERTIFICATIONS • . • • . • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amc&ica, Itic. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19,'1 /,•expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 15, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.12, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 07/02/15 and expiring on 04/08/19. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 E-3 • • (*DO GUARD SERIES=100 I'AI,UMINUICSINGLE HUNG: TTINDOV DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDMON)/2017 (6TH EDR10N) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT 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. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 6" MAX. - HEAD CORNERS ci 0 H FALSE FONNTINS (SURFACE APPLIED) OPTIONAL J 53 1/8" WINDOW WIDTH 47 3/8" D.LO. (FIX. LITE) 12" MAX. HEAD r=Jk===)ie===el==c �1 I II jI .1L I I H i v II II ■ 1 I . I I I I I I I 4 NO ANCHORS AT SILL 47 3/8" D.LO. (VENT) 50 3/16" VENT WIDTH EQUAL LITES SWEEP LATCHES AT 12-1/2" FROM ENDS T1P. 8' MAX. HEAD CORNERS FALSE MUNTINS <SURFACE APPLIED) CPTIDNAL SPRING LOADED LATCHES AT 7" FROM ENDS OPTIONAL TO SWEEP LATCHES TYP. TYPICAL ELEVATIONS I E�IEU UNITS • • 53 1/8" D.LO. (FIX. UTE) 12" MAX. HEAD I i:tt I II I I 41/I 4ii II NO ANCHORS AT 47 3/8' SILL VENT WIDTH UNEQUAL LITES (ORIEL TYPE) •• • • • • • • • • •• • • • • • • THESE WINDOWS ARE RATED FOR LARGE h SMALL MISSILE IMPACT. • SHUTTERS ARE NOT REQUIRED. • • • • • • • • • • • • • • • • • •• • • • • • • • • • ••• • • • • • • • • • • • • • •• PRODUCT REVISED as complying wiih Ifs,: Florida 3st N• •sep.cc o,L10:10) Sriiration Datc 19 • NI • • • • •nti Dade] odic± oniri • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• 10 ECO-GUARD SERIES-100 ALUM S.H. WDW. FAX (305) 885-5902 0 F 6 3q• UPDATED TO 201♦ FBC 6 UPDATED TO 2017 FBC cc dotr. 02-12-09 • ing no. W09-08 sheet 1 of 6 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF GLASS TYPES FLANGE DIMS, A', 'B' & 'C' WIDTH HEIGHT EXT.(+) 1NT.(-) 19-1/8' 75.0 90.0 24" 75.0 90.0 26-1/2' 75.0 90.0 32' 26 75.0 90.0 37' (3) 75.0 90.0 40' 75.0 90.0 48" 75.0 90.0 53-1/8" 75.0 90.0 *1_9-1/0 ( 75.0 .90.0 j 24" 75.0 90.0 26-1/2' 75.0 90.0 32' 38 3/8 75.0 90.0 37" (4) 75.0 90.0 40' 75.0 90,0 48' 75.0 90.0 53-1/8' 75.0 90.0 19-1/8' 75.0 90.0 24" 75.0 90.0 26-1/2" 75.0 90.0 32' 50-5/8" 75.0 90.0 37' (5) 75.0 90.0 40' 75.0 90.0 48" 75.0 90.0 53-1/8" 75.0 90.0 19-1/8' 75.0 90.0 24' 75.0 90.0 26-1/2" 75.0 90.0 32' 63" 75.0 90.0 37' (5) 75.0 90.0 40' 75.0 90.0 48' 75.0 90.0 53-1/8' 75.0 90.0 19-1/8" 75.0 90.0 24' 75.0 90.0 26-1/2" 75.0 90.0 32' 76' 75.0 90.0 37" (7) 75.0 90.0 40" 75.0 90.0 48' 75.0 90.0 53-1/8' 75.0 90.0 NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. WIDTH 12 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC- 21 9 EQUAL LITES 1/8' HEAT STREN'D. GLASS .090' Interlayer Trosifol PVB By 'kuraroy Americo, Inc.' 1/8" HEAT STREN'D. GLASS SIUCONE DOW 899 AT 1/4 POINTS ON LfOES WIDER THAN 36" ONLY GLASS: TYPEA UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF CLASS TYPE GLASS TYPES FLANGE DIMS. 'A' B' Sc 'C' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1/8' 75.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 90.0 26-1/2' 75.0 90.0 75.0 90.0 32" 50-5/8' 75.0 90.0 75.0 90.0 37' (5) 75.0 90.0 75.0 90.0 40' 75.0 90.0 75.0 90.0 48' 75.0 90.0 75.0 90.0 53-1/8' 75.0 90.0 75.0 90.0 19-1/8' 75.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 90.0 26-1/2' 75.0 90.0 75.0 90.0 32' 83' 75.0 90.0 75.0 90.0 37" (6) 75.0 90.0 75.0 90.0 40' 75.0 90.0 75.0 90.0 48' - - 75.0 90.0 53-1/8' - - 75.0 90.0 19-1/8' 75.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 90.0 26-1/2' 75.0 90.0 75.0 90.0 32" 76' 75.0 90.0 75.0 90.0 37" (7) - - 75.0 90.0 40" - - 75.0 90.0 48' - - 75.0 90.0 53-1/8" - - 75.0 90.0 3/16' HEAT STREN'D. GLASS .090' Interlayer Troeifol PVB By 'kuraroy America, Inc.' 3/16" HEAT STREN'D. CLASS SIUCONE DOW 899 AT 1/4 POINTS ON UTES WDER THAN 36' ONLY GLASS TYPE 'B' GLAZING OPTIONS of ce 0. WIDTH mH /. 2 UNEQUAL LITES (ORIEL TYPE) TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. z 1 1/8' HEAT STREN'D. GLASS 5/16' MR SPACE 1/8" HEAT STREN'0. GLASS .090' Interlayer Troeifol PVB By 'kuroray America, Inc.' 1/8' HEAT STREN'D. GLASS SILICONE DOW 899 • • • SETTING BLOCKS AT UM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS • • • • • •• ® " AT 1/4 POINTS PRCI7iJCf REVJSEH ALLSIZES ax rnm,:lgis:3 ,;tithe Florida • • GLAss TYPF• ic; • • < a `; `i IQ1%i3 • • • • • •£xT•t; a[iar: TYfeICt ••• •• • • • • • 'iY_144Pj • • • •Miami Dart' Hoodoo Cc trol �Pp ``\\\\1111111/f7j'''/' .!4Aff '• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • N TE OF • 4(% " .,• ORLOP..... \1lilt 11\\\ ro‘V ECO-GUARD SERIES-10D ALUM S.H. 0 J V) W t w trL 3tt%1 O O M1 0 COI Z 3 Li 3 Z� o Wco � kJ FAX (305) 885-5902 6 2 c5 03 ctl vE 5 5 z .0 2 su 8 2 drawing no. W09-08 sheet 2of 6 1BY WOOD BUCK .a 4 _4 TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE' DIST. ri 1 i ii ii 14 OPTIONAL TO BOTTOM LATCH m TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE MIAMI-DADE COUNTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA EDGE DIST N TYPICAL ANCHORS] TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING STSItM AND TRANSFER THEM TO THE BUILDING STRUCTURE. .TYPICAL ANCIORS SEE ELEV. FOR SPACING 1 /4" DIA. ULTRACON BY ELCO', (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 14 SMS OR SELF DRILLING SC", (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 0R PAINTED) 4TYPICAL'EDCE-DISTANCE, INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. • • • • • CQ►ICRjTE Al HEAL SI. OR• BS f'c - 3000 PSI MIN. C-90 • • HOLLOW/FIYLED• NORMAls WriGHi BLOCK AT JAMBS f'm = 2000 PSI MIN. • • •• • • • • • • • • • • ```711111117/777 • • •• • • • • • • • • • .` 24r4:* ;//' Notir70592 • • • • • • •,rq•� • • • • • ♦ :, ,,11•!•M.7.* • • • • • E�.yi;a!io,e Flafc SEALANT: • • •• • • • ALL JOINTS AND FRAME CONNECiiONS SEALED Who • •,3y.•q tetzlues • JOINT SEALER. '�'''�°' �t Ccc1lbi • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• TATE OF•(( ?`tomR o•.... f Oogge� Mot Opp, Qaaifg CaEm Oaoos ce2 2 O Fi I 11m QZ€0 ECO-GUARD SERIES-100 ALUM S.H. WDW. (LM.I.) 0 a 0 0 0 S 5 UPDATED TO 2014 FHC 8 5 6 UPDATED TO 2017 FOC d 0 18 0 • drawing no. W09-08 sheet 3 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIA►I—DADE COUNTY APPROVED MUWON SEE SEPARATE NOA WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH VENT WIDTH SCREEN OPTIONAL EXTERIOR D.L OPG. WINDOW WIDTH ITEM / PART / REQD. DESCRIPTION MATERIAL MANF./SUPPIISR/REN8RRS 1 FY101 1 FRAME HEAD 6063—T6 — 2 FY115 1 FRAME SILL 6063—T6 — 3 FYI03 2 FRAME JAMB 6063—T6 — 4 FY104 1 FIXED MTG. RAIL 6063-76 — 5 FYI05 1 VENT TOP RAIL 6063—T6 — 6 FY114 1 VENT BOTTOM RAIL 6063—T6 — 7 FY107 2 VENT SIDE RAIL 6063—T6 — a FY108 AS ROD. GLAZING BEAD (5/16" LAM. GLASS) 6063—T6 — 8A FY109 AS ROD. GLAZING BEAD (7/16' LAM. GLASS) 6063—T8 — BB FY110 AS ROD. GLAZING BEAD (INSUL LAM. GLASS) 6063-76 — 9 FY116 2/VENT SASH STOP 6063-15 — 11 FY113 2/VENT SPRING LOADED LATCH, AT 7' FROM ENDS 6083—T6 — 11A — 1/ LATCH LATCH SPRING ST. STEEL — 12 SL203P 2/VENT SWEEP LATCH, AT 12-1/2" FROM ENDS ZAMAK SULLIVAN & ASSOC. 12A /8 X 5/8' 2/ LATCH LATCH INST. SCREWS ST. STEEL FH SMS 13 — AS MOD. SETTING BLOCK EPDM DUROMETER 60-15 SHORE A 14 /8 X 1' AS READ. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 14A %8 X 3/8' 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS 15 E207 AS READ. BOTTOM RAIL SEAL — SERIES 101 NEOPRENE ULTRAFAB 16 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB 18 W23181 AS READ. FIN SEAL W STRPPING — ULTRAFAB 19 FY117 4/ VENT SASH GUIDE CELCON R&M PLASTICS 19A f6 X 3/8' 1/ GUIDE SASH GUIDE INST. SCREW CRS OH SMS TYPE B _ 20 20A F210 2/VENT SASH BALANCE — SUPERBOOST BY BSI j8 X 5/8" 1/ BALANCE BALANCE INST. SCREW — P FH SMS 21 — AS REQD. GLASS SPACER SILICONE FRANK LOWE 22 — 1 5/18' BOX SCREEN — OPTIONAL 23 FY120 — FLUSH FRAME ADAPTER 6083—T6 OPTIONAL 24 — — INSUL GLASS EDGE SPACER ST. STEEL CARDINAL XL 1/4' MAX. SHIMS 1 `/2' CONC. 1 1/4" MASONRY 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • • •• • • • off.• • W • 1/4" MAX. SHIM • • • c • • • • • •• • • • •• • • • •• PRODUCT REVISED as compiying with the Florida! • • • ,puild4g C e • • • Accent.* 11-101 14• • • • • ExpiotiopD. t� nM yl , J • • • • •• •• • • • • at,ti4 • it • • ••• • • Miami DadiCro3cct oL •• • • i7 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING Jg/ ISTATE OF less.. ORID1.-- f ' "I ®ll lit FIAT E• • • • • • • • • • • • • • • • • • • • 8 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • 0�V Z qn La• " ogRr2 aD °Log I aw• 29, O WyLL Z _ QWof� ECO-GUARD SERIES-100 ALUM S.H. WDW. 0 U O cn 0 U FAX (305) 885-5902 s 5 m`^ UPDATED TO 2014 PBC 0 a o1O as ii a drawing no. W09-08 sheet 4 of 6 ALT. EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING • EDGE DIST 12121110 L__Lf TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE N MIAMI-DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA EDGE GIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • ALT. • • • • • •• • • •• ••• •• • • • •• INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER L"CGOL-T REVISED o :p'.yir.,^s with the Florida • • • • • • • •Bandit e • • AIx,Peaac•iVo ti'1011• • • • • • • • • Alkpi:ati•ero Date IW • • • • • • a . 6,004 ero • • • _ h • • ♦ Miami xiade ProMxN['.•ro•^T • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 43414u ECO-GUARD SERIES-100 ALUM S.H. WDW. (LM.I.)1 0 m a. U FAX (305) 885-5902 'e 0 a 0 a 0 Li drawing no. W09-08 (sheet 5 of 6_3 1.688 2.750 062 813 0 2.812 FRAME HEAD .750 1.375 1.422 0 FIX. MEETING RAIL r-1.281--I FRAME JAMB 1.250 1.340 -1.140^-I VENT TOP RAIL 2.063 j----1-.519 .394 I j- .045 I4.- I .803 �p ILI .803 .045 1.047 GLAZING BEADS h-.130 .803 0 --I 1.047 7O VENT SIDE RAIL 1.929 2.027 a.062 2.773 1.750 a1.140- © VENT BOTTOM RAIL 11 SPRING LOADED LATCH 2.974 .062 3.002 .874 .500 2.750 ® FRAME SILL .500 OO FLUSH FRAME ADAPTER •• • I• • • • • • •• • • • • • •• • FRAME CORNERS DETAIL • • •• • • • •• PRODUCT REVISED es ump€oir-g with t119 Floeid8 • • • • $1.,iki C.oe� • • • • • • • AEA:Mallo 1 oil.Z • • • ••••E,p.E:�i oA iv14 • • • • • • • B ,,, • • • • • • i • �[+('(R dtContr . • • Miaruioarie tCx(hd. •. • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 00 • • • •• •• ••• • • • ••• • • VENT CORNER DETAIL - ATE OF 7� 11UIIIIII\\ �4 V 0 n 0 6 5 • FAX (305) 855-5902 a 0 0 ( 6 drawing no. W09-08 (sheet 6 of 6 1 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 8502 NW 80t Street Medley, FI.33.166 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 Miam 1?ad® Count' product Control Section (In Miami —Date County) and/ or the AHJ (in areas other than Mia j�icce County�•reserve the right to have this product or material tested for quality assurance purposes. If•tlau product or inaterial fails to perform in the accepted manner, the manufacturer will incur the expense of poll testing gild the AHJ may immediately revoke, modify, or suspend the use of such product or material witkintheir 3uxrisdibtion. RER reserves the right to revoke this acceptance, if it is determined by Miantl-T9.d; Count'y.12roduct Control Section that this produrt or material fails to meet the requirements of_ theapPtic'dllle buildizg•oode. This product is approved as described herein, and has been designed to .comply Florida Building • Code, including -the High Velocity Hurricane Zone.•• DESCRIPTION:. Series "ECO-Guard Clipped" Alatninum Tube Mullion — L.111.1'1 . • . MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • • . .• • • • APPROVAL DOCUMENT: Drawing No. _M14-01 Rev. A, Series titled "Aluminum Tube 4lion", sheets 1 through 9 of 9, dated 05/19/14 with the latest revision dated 11/15/17, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. (MISSILE IMPACT RATING Largeand 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. 14-0529.16 consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed. by Jorge M. Plasencia, P. E. oL�1C I is' Expiration. Date: •October 23, 2019' Approval Date: February 22, 2018 Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0529.16 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01; Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, 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 202-94 : .•. • • • • • 2) Uniform Static Air Pressure Test, Loading per E BC, TAS.202-94 3) Water Resistance Test, per FBC, TAS 202-94.:. . • • • along with marked up drawings and installation diagram of •a •olipped. aluminum. mullion at fixed windows, prepared by Hurricane Engineering •&ffesting; lira' Test • Report No. HETI-08-2192A, dated 01/15/09, signed and sealdb'y'randier? Font, • .. .. P.E. .... 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2?1-94: . • •• 2) Cyclic Wind Pressure Loading per FBC, TJ S 203 94 • • • along with marked —up drawings and installation dia.gam on. ctippeclminu • mullion at a fixed window/ a single hung window, prepared by Hurricane Eh ifieering & Testing, Inc., Test Reports No.'s HETI-08-2192B and HETI-08-2166C, both dated 01/15/09, signed and sealed by Candido F. Font, P. E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation .diagram of a clipped aluminum mullion single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. H ETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 5th Edition (2014), prepared by A1—Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad, P E. D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P. E. uct Control Unit Supervisor NOA No. 17-1218.14 Expiration Date: October 23, 2019 Approval Date: February 22, 2018 • Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC-2010 and FBC Ste Edition (2014), issued by Al-Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S. Browning, Secretary of State. .... 3. Laboratory compliance letter for Test Reports No.:s .IIETI�•3f92A, TI-082i� 192B, I ETI-O8-2166A and EII-08-21666r, all is"s1.iecj by •, I Hurricane Engineering & Testing, Inc., dated 01/15/09, Sigel• and sewed by Candido F. Font, P. E. • 4. Proposal No. 08-0236 issued by the Product Control, dated. 0644/08,; signed by • . Manuel Perez, P. E. . . . .. .. G. OT1 ERS : . : 1. None. • • • . . . ..• . .. • • . • 2. NEW EVIDENCE SUBMITTED • • • A. DRAWINGS 1. Drawing No. M14-01 Rev. A, Series titled "Aluminum Tube Mullion", sheets 1 through 9 of 9, dated 05/19/14 with the latest revision dated 11/15/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. .•.. B. TESTS 1. None. . C. CALCULATIONS 1. Structural analysis, complying with FBC 6th Edition (2017), prepared by Al-Farooq Corporation, dated 11/30/17, signed and sealed by Javad Ahmad, P. E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. 1VIATERL&L CERTIFICATIONS 1. None. E-2 orge M. Plasencia, P. E. Proddct Control Unit Supervisor NOA No. 171218.14 Expiration Date: October 23, 2019 Approval Date: February 22, 2018 .• Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial interest, issued by Al—Farooq Corporation, dated 11/14/17, signed and sealed by Javad Ahmad, P. E_ G. OTHERS 1. This NOA revises NOA #14-0529.16, expiring on 10/23/19. •... . . • •••. • .. •. . • .... • • ••.. . • .. •. • . . . • • • . • •• • •.. . • • . •. •.• • .• ••.. . • • ... • •. • • . . Jorge M. Plasencia, P. E. ProSuct Control Unit Supervisor NOA No. 17-1218.14 Expiration Date: October 23, 2019 Approval Date: February 22, 2018 E-3 • • • • • . • • • • • MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WRH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. •REdTANGULAR ALUMINUM." -TUBE MULLIONS) £'USING MULLION PROPERTIES ONLY) j NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1BY OR 2BY W000 BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR S1UCCO. A LOAD DURATION INCRFACF 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO 51 ELL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, L . LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONODIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING -OFFICIAL INSTRUCTIONS - USE CHARTS AND GRAPHS AS FOLLOWS, STEP 1 STEP 2 STEP 57EP 4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DE51GN LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE 1MAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE 4.000 6.000 es - II AS . - 3E 111 1 ' 15_ ;;1 LL' --- I JTPS i>I I _ 2.000 --1 i! 7 -T____inn •I� 11• Jr—J="1--- 1 11 r 11 I II �r111 II 1 � rrPlcu 1L- 1 _fir__ �� GLAZING PRODUCT nnril TYPICAL WINDOW FRAME TUBULAR SHAPES ALLOY = 6063-T6 JL-0109 li--� H 11 U 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS tl7FC AND SPACING • .• ••• . • • • . . •• • • • •• • • 1. 3 Q 2017 •• ••• •• • • • •• PRODUCT REVISED solldizlezewith.the Florida • • • • •NOA- 1 • 17-1218.14 • • • • �piratlo1 Date 1 O12Z/2019 • • • • • • •• c • • • • • • •• • • • • • rodict Control • • • • • • • • • ••• • • • • •.• • • • • • • • • • • • • • •.• • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • 4.000 t000 Z J 0 Of _1 Nw oca NNE 3rM z z 3z� o La co n 4 Ooov FAX (305) 885-5902 ppwqq�w�, m � , drawing no. M14-01 (sheet 1 of 9 3.000 1.000 �.125 -.125 IX = .9502 44\4 SY a .6115 IN\3 1 X 3 STD. MULLION 6063-T6 It = 2.0374 IN\4 S% - 1.0187 IN\3 1 X 4 STD. MUWON 6063-T6 .375 -.125 3.000 .375 Iz - 1.538 IN\4 Sx = 1.0254 64\3 1 X 3 CUSTOM MULLION 6063-T6 ,.000 r- 375 } 4.000 .375 -.125 Ii - 3.1878 IN\4 Sx - 1.5939 IN\3 1 X 4 CUSTOM MUWON 6063-T6 4.000 rA-2.000 Ix - 2.9762 IN\4 Sx - 1.4881 64\3 2 X 4 STp. MUWON 6063-T6 125 . 2.000 -.125 1/2' MIN. ANGLE CUP 6053-TO -1 .718 r .125 TrP. 2.125 5.500 MUWON CLIP 6063-T6 F-1.718--1 .125 2121 5 NOTCH OPTIONAL t/2• • • • • • • • • • • • • .' m114 • • • • • • • • • • • ' • • • • • • • • 'ROSUCPRSVISBD 1/2' as cog with the Florida MIN. Bonding Code PIMA-No.-t218 14 5.500 6.000 r-2.000--{_[-,125 Ia = 8.2757 IN\4 $% = 2J586 IN\3 2 X 6 STD. MUWON 6063-T6 -.125 6.000 r-2.000 —1_[-.250 Ia = 15.2031 N\4 S% = 5.0677 IN\3 2 X 6 HEAVY MUWON 5063-76 -.250 MULLION_ CLIP 6063-16 • • • • • • • • ExFkstwn Date t0/. 3/2C 9 • • ♦• • • • • • • • • 'gyp • •• • • • •• •. • sCoo♦ rod : Oo•tr • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • ````111s1D1 tt I 1 !/ TE OF 7 Q iOAIAL 0 7�h n,111A LUMINUM TUBE ✓ Sa. O d awing no. M14-01 sheet 2 of 9 4 �/ 111 MULLION\M14-01(SIN1 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MILLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOWDIMS. III IX4 2X4 2X6 2X6 WINDOWDIMS. 1XS IX 1X3 1X4 2X4 2X6 2X8 11IND0WDIMS. 1X3 AX4 1X3 1X4 214 2X6 226 WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (w) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY murk CO MULL sPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY AL-FAROOQ CORPORATION ENGINEERS d PRODUCT DEVELOPMENT' 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3588) TEL (305) 2643100 FAX. (306) 2823978 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 75.3 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 59.9 56.0 120.0 120.0 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 54.3 103.4 88.0 120.0 120.0 120.0 120.0 26-1/2" - - - 43.2 40.4 110.9 120.0 30" 120.0 120.0 120.0 120.0 120.0 120.0 12D.D 30' 48.0 91.3 77.7 120.0 120.0 120.0 120.0 30' - - - 38.2 35.7 97.9 120.0 37" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37" 38.9 74.0 63.0 111.9 116.3__. 120.0 120.0 37' - - - 30.9 28.9 79.4 120.0 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 (le 34.3 652 55.5 98.6 .1024.__ ) 120.0 120.0 42' - - - 27.3 25.5 69.9 120.0 48" 38-3/6" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' ease 74-1/4' 30.0 57.1 48.6 86.3 89.6 120.0 120.0 48' 120• - - - 23.8 22.3 61.2 111.8 54' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54" 25-7 50.7 43.2 76.7 79.7 120.0 120.0 54' - - - 21.2 - 54.4 99.4 60' 112.5 120.0 120.0 120.0 120.0 120.0 120.0 60" 24.0 45.7 38.9 69.0 71.7 120.0 120.0 80" - - - - - 49.0 89.5 66" 102.3 120.0 120.0 120.0 120.0 120.0 120.0 66' 21.8 41.5 35.3 62.7 65.2 119.7 120.0 66" - - - - - 44.5 81.3 TY 93.8 120.0 120.0 120.0 120.0 120.0 120.0 72' - 38.0 32.4 57.5 59.7 109.7 120.0 72' - - - - - 40.8 74.6 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 52.0 110.6 84.2 120.0 120.0 120.0 120.0 19-1/8" - - - 45.0 42.0 116.8 120.0 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 37.5 79.8 60.8 120.0 117.7 120.0 120.0 26-1/2' - - - 325 30.3 84.3 120.0 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 33.2 70.5 53.7 106.3 104.0 120.0 120.0 30" - - - 28.7 26.8 74.5 120.0 37" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 26.9 57.2 43.5 86.2 843 120.0 120.0 37' - - - 23.2 21.7 60.4 110.8 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 23.7 50.4 38.3 76.0 74.3 120.0 120.0 42' - - - 20.5 - 532 97.6 48' 42' 116.8 120.0 120.0 T20.0 120.0 120.0 120.0 421" 84" 20_7 44.1 33.5 66.5 65.0 120.0 120.0 46' 132' - - - - - 48.5 85.4- ALUMINUM TUBE MULLIONS ECO WINDOW SYSTEMS, LLC. 8502 N.W. Both STREET MEDLEY. FL. 33166 TEL. (305) 885-5299 FAX (305) 885-5902 54- 103.8 120.0 120.0 120.0 120.0 120.0 120.0 54" - 39.2 29.8 59.1 57.8 113.5 120.0 54" - - - - - 41.4 75.9 60" 93.4 120.0 120.0 120.0 120.0 120.0 120.0 60" - 35.3 26.8 53.2 52.0 1022 120.0 60' - - - - - 372 68.4 66" 54.9 120.0 120.0 120.0 120.0 120.0 120.0 66' - 321 24.4 48.3 47.3 92.9 120.0 66' - - - - - 33.8 62.1 72" 77.9 120.0 120.0 120.0 120.0 120.0 120.0 72' - 29.4 22.4 44.3 433 85.2 120.0 72' - - - - - 31.0 57.0 19-1/8" T20.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 34.8 74.8 56.4 116.9 109.3 120.0 120.0 19-1/8" - - - 34.6 32.4 90.0 120.0 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 25.1 54.0 40.7 84.4 78.9 120.0 120.0 26-1/2" - - - 25.0 23.4 64.9 1192 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 22.2 47.7 36.0 74.5 69.7 T20.0 120.0 30' - - - 22.1 20.6 57.4 105.3 37" 103.1 120.0 120.0 120.0 120.0 120.0 120.0 37' - - 38.7 29.2 60.4 56.5 120.0 120.0 37" - - - - - 46.5 85.4 42' 90.8 120.0 120.0 120.0 120.0 120.0 120.0 42" - 34.1 25.7 53.2 49.8 110.9 120.0 42' - - - - - 41.0 75.2 48' 50-5/8" 79.5 120.0 120.0 120.0 120.0 120.0 120.0 48' 96" - 29.8 22.5 46.6 43.5 97.0 120.0 48' 144. - - - - - 35.8 65.8 54' 70.6 1125 111.6 120.0 120.0 120.0 120.0 54' - 26.5 - 41.4 38.7 862 120.0 54' - - - - - 31.9 585 60' 83.8 101.3 100.4 120.0 120.0 120.0 120.0 60' - 23.8 - 37.3 34.8 77.6 120.0 60" - - - - - 28.7 52.6 66' 57.8 921 91.3 120.0 120.0 120.0 120.0 56' - 21.7 - 33.9 31.7 I 70.6 120.0 66' - - - - - 26.1 47.9 72" 53.0 84.4 83.7 120.0 120.0 120.0 120.0 72' - - - 31_1 29.0 64.7 1183 72' - - - - - 23.9 439 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 82.1 76.8 120.0 120.0 26-1/2" 89.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' - - - 59.3 55.4 120.0 120.0 ARCHES TO 8E INSCRIBED HORIZONTAL MULLION IWTOE RECTANGULAR SHAPE 1 1 by 1(105crinti0n 1 30" 78.6 120.0 120.0 120.0 120.0 120.0 120.0 30' - - - 523 48.9 120.0 120.0 37' 63.7 104.3 1032 120.0 120.0 120.0 120.0 37' - - - 424 39.7 987 120.0 42" 56.1 91.9 909 120.0 120.0 120.0 120.0 42" - - - 37.4 35.0 87.0 120.0 1511=11111I 48" 49.1 80.4 79.5 120.0 120.0 120.0 120.0 48' - - - 32.7 30.6 75.1 120.0 ^VERTICAL " g3' 43.7 �71.5 70.7 108.3 111.5 120.0 120.0 54" 108" - - - 29.1 272 67.6 120.0 NUWON z 80' 393 643 63.6 97.5 100.3 120.0 120.0 60' - - - 262 24.5 60.9 111.3 GLAZNG GLAZING 3 BB" 35.7 58.5 57.E 88.6 91.2 120.0 120.0 66" - - - 23.B 22.2 552 1012 PRODUCT PRODUCT d °1 72" 32.7 53.6 53.0 61.3 83.6 120.0 120.0 72' - - - 21.6 20.4 50.7 92.7 GLAZING PRODUCT CLA21 PRODUCT ,,," ALL LOADS ARE EXT.(+)/INT.(-). - W1 W2 MULLION SPAN NOTE; • d WET= VERTICALLY OMULLIONS R HORITHESE LYH4RTS MAY BE ORIENItll �•• ••• ••• • • • •• _---, 11t11nI�r\, (INTERPOLATION BETWEEN WIDTHS ALLOWED) • • • 'P�!�cgL4 TYPICAL MULLIQ 4ARMRP,IF • • • • '' •. date: 05-19-14 ) wale: i(dr. by TARIO 1 (ohey: ) • ` WIDTri wt r W2 PRODUCT RELESED• c •• a as with the Florida (W) - I_ i7 • • • • NOR -No. 17-1218.14 El'� drawing no. Mi4-o1 /(�{_ • •• • j •• • Exp)•ption Data 0 3I2019 O ' sum. OF ' W� ••• MULLIONS • •: : • : .���S. 9B1��_..?; • • �' • • 7jr (sheet 3 of 9 • • i61 D roduc of • • • rr ®�A� ��� • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • •• •• • • • • • • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �U Hal MULLION \M14-01 ESWII TENDON DIMS. ANCHORS TYPE WINDOW DIRS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPEmi WIDTH (W) MULL SPAN A2 A4 . 4.8 B2 B4a Bob WIDTH (W) MULL SPAN A2 A4 •A6 82 Boa B4b WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a Bob �AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9380 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 83173 (C.A.N. 9538) TRH.. (306) 284-8100 FAX (305) 282.8978 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8" 97.9 120.0 120.0 627 90.4 120.0 26-1/2' 120.0 120D 120.0 120.0 120.0 120.0 28-1/2" 114.2 120.0 120.0 732 105.4 120.0 26-1/2' 70.8 120.0 120.0 45.3 65-2 90.8 30' 120.0 120.0 120.0 120.0 120.0 120.0 30" 100.8 120.0 120.0 64.6 93.1 120.0 30' 62.4 108.8 120.0 40.0 57.6 80.0 37' 120.0 120.0 120.0 101.4 120.0 120.0 37" 81.8 120.0 120.0 52-4 75.5 104.8 37' 50.6 88.2 120.0 324 46.7 64.9 42' 120.0 120.0 120.0 89.3 120.0 120.0 4 1 l 72.0 120.0 120.011 462 (68.5 92.4 1 42' 44.6 77.7 118.6 28.6 41.1 57.1 48' 38-3/6" 120.0 120.0 120.0 78.2 112.E 120.0 48" t74�17}' 63.0 109.9 120.0 40.4 582 80.8 48' 120' 39.0 68.0 102.0 25.0 38.0 50.0 54" 106.4 120.0 120.0 69.5 100.1 120.0 54' 56.0 97.7 120.0 35.9 51.7 71.8 54" 34.7 60.4 90.7 22.2 32.0 44.4 60" 97.6 120.0 120.0 825 90.1 120.0 60' 50.4 87.9 120.0 32.3 46.5 84.6 60' 31.2 54.4 81.6 20.0 28.8 40.0 66" 88.7 120.0 120.0 56.9 81.9 113.7 66' 45.8 799 119.9 29.4 42.3 5813 66' 28.4 49.5 74.2 - 282 38.4 72" 81.3 120.0 120.0 52.1 75.0 1042 72" 42.0 733 109.9 269 38.8 53.9 72' 26.0 45.3 68.0 - 24.0 33.3 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 89.6 120.0 120.0 19-1/8" 89.0 120.0 120.0 57.0 821 114.1 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 100.9 120.0 120.0 64.7 93.2 120.0 26-1/2" 64.2 112.0 120.0 412 59.3 623 30' 120.0 120.0 120.0 114.3 120.0 120.0 30' 89.1 120.0 120.0 57.1 82.3 1143 30" 58.7 98.9 120.0 36.4 52.4 727 37' - 120.0 120.0 120.0 927 120A 120.0 37' 723 120.0 120.0 46.3 66.7 927 37- 46.0 80.2 120.0 29.5 425 59.0 42" 120.0 120.0 120.0 81.6 117.6 120.0 42" 63.7 111.0 120.0 40.8 58.8 81.6 42" 40.5 70.6 106.0 26.0 37.4 51.9 48' 42' 111.4 120.0 120.0 71.4 1029 120.0 48" 84' 55.7 97.1 120.0 35.7 51.4 71.4 48" 132" 35.5 -61.8 927 227 32.7 45.5 l ALUMINUM TUBE MULLIONS ECO WINDOW SYSTEMS, LI_C, 8502 N.W. 80th STREET MEDLEY, FL 33166 TEL (305) 885-5299 FAX(305) 885-5902 54" 99.0 120.0 120.0 63.5 91.4 120.0 54' 49.5 863 120.0 31.7 45.7 63.5 54" 31.5 54.9 82.4 20.2 29.1 40.4 60" 89.1 120.0 120.0 57.1 823 T14.3 80' 44.6 77.7 116.6 28.6 41.1 57.1 60' 28.4 49.5 74.2 - 262 36.4 66' 81.0 120.0 120.0 519 74.8 103.9 66' 40.5 70.8 106.0 26.0 37.4 51.9 66' 25.8 45.0 67.4 - 23.8 33.1 72' 74.3 120.0 120.0 47.6 88.6 95.2 72' 37.1 648 97.1 23.8 34.3 47.6 72' 23.6 41.2 61.8 - 21.8 30.3 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 78.4 1129 120.0 19-1/6" 81.6 120.0 120.0 523 75.3 104.6 25-1/2" 120.0 120.0 120.0 1073 120.0 120.0 26-1/2' 88.3 120.0 120.0 56.6 815 113.2 26-1/2' 589 1026 120.0 37.7 54.3 75.5 30' 120.0 120.0 170.0 94.8 120.0 120.0 30' 78.0 120.0 120.0 50.0 720 100.0 30" 52.0 -90.7 120.0 33.3 48.0 66.7 37' 119.9 120.0 120.0 • 76.9 110.7 120.0 37' 63.2 110.3 120.0 405 58.4 81.1 37" 42.2 73-5 110.3 27.0 38.9 54.1 42' 105.7 120.0 120.0 67.7 97.5 120.0 42' 55.7 97.1 120.0 35.7 51.4 71.4 42" 37.1 64.8 97.1 23.8 34.3 47:6 48' 50-5/9" 92.4 120.0 120.0 59.3 85.3 118.5 48" 96" 48.8 85.0 120.0 31.3 45.0 625 48- 144' 32.5 58.7 85.0 20.8 30.0 4.1.7 54' 822 120.0 120.0 52.7 75.9 105.3 54' 433 75.6 113.3 27.8 40.0 55.6 54" 28.9 50.4 75.6 - 28.7 37.0 60' 74.0 120.0 120.0 47.4 68.3 94.8 60' 39.0 68.0 102.0 25.0 36.0 50.0 60" 26.0 45.3 68.0 - 24.0 33.3 86' 672 117.2 120.0 43.1 62.1 86.2 66' 35.5 61.8 92.7 22.7 327 45.5 66" 23.6 412 61.8 - 21.8 30.3 72' 61.6 1075 120.0 39.5 56.9 79.0 72' 32.5 56.7 85.0 20.8 30.0 41.7 72' 21.7 37.8 56.7 - 20-0 27.8 19-1/8" 120.0 120.0 120.0 1195 120.0 120.0 19-1 /8" 108.8 120.Q 120.0 69.7 100.4 120.0 ARCHES ID BE INSCRIBED 26-1/2" 120.0 120.0 120.0 86.3 120.0 120.0 26-1/2' 785 120.0 120.0 50.3 72.5 100.6 TYPICAL ANCHORS INSIDE RECTANGULAR SHAPE - [ 1 30' 118.9 120.0 120.0 76.2 109.7 120.0 30' 693 120.0 120.0 44.4 64.0 88.9 ANCHORS THORIZONTAL MULLON 37' 96.4 120.0 120.0 61.8 89.0 120.0 37' 56.2 98.0 120.0 36.0 51.9 721 1 42" 84.9 1200 120.0 54.4 78.4 108.8 42" 49.5 86.3 120.0 31.7 45.7 63.5 MULLION /�'_ n47ING <1. --�\ 48' ����wwww....PRODUCT 6j• 74.3 120.0 120.0 47.6 68.6 952 48- 108' 433 75.5 113.3 27.8 40.0 55.6 VERTICAL 54 (b8.0 115.1 120.0 423 (. 61.0 84.7 ') 54" 38.5 67.2 100.7 24.7 35.6 49.4 MULLION za Ji C_ (~ \ �� 80' 59.4 103.6 120.0 38.1 54.9 78.2 60' 34.7 60.4 90.7 222 32.0 44.4 GLAZING GLAZING La OR 'ATµ Nl. 66" 54.0 942 120.0 34.6 49.9 69.3 86' 31.5 54.9 82.4 20.2 29.1 40.4 PRODUCT PRODUCT it 72' 49.5 863 120.0 31.7 1 45.7 63.5 72' 28.9 50.4 75.6 - 26.7 37.0 GLAZING GLAZING PRODUCT PRODUCTTYPICAL �,,,,' ALL LOADS ARE EXf.(+)/ANT.(-). ANCHORS o �(��' w) ANCHORS ANCHORS w2 MULLION SPAN NOTE: `JF IIUl ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER • • • • • • •T fIC�AL• MUII�IOIN ARPf1NGEMFNT� duln 05-19-11 Leeds; (dr. by TAPotl (.by: 1 LOCATIONS AT HEAD, SILL OR JAMB ENDS. • • • • • . IJJJI, • •• DESCRIPTION 5 THRU • • • •• •• tD•fH WI + W2 `11'1n1i1iLi . Ni+!1.AH%" FOR ANCHORS SEE SHEETS 9. . • • • • •)_ •T 2 • . (INILHPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) • • • • •$6 PRODUCT REVISED • : • • as complying with th. Florida - ... Building Coda hIo•.. 17-1218.t _ _ aI it - dewing no. M14-01 • • • • •/, Lon�.t.10/13/2Et9 • O �� .�� ANCHORS I;• • •: •: : .. ��G'��Q��. 'Jr7�JoNAS"U"- ` Mrm rodeo o of • • - - _ •. • (sheet 4 of 9 ••• • • • • • • • • • • • • 000 • • • • • • • • • • • • • • ••• • •• • • • •• •• • • 000 • • TYPICAL ANCHORS 2 PER CUP (1 ON EACH WING) j14 SMS 1-3/4" 0.C. MIN. 4 PER CUP ANCHORS TYPE `A2' TYPICAL ANCHORS 1 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL 114 SMS 1-3/4" 0.C. MIN. 2 PER AN01E io�R�L E� OR 2 X 2 X 1/8' ALUM ANGLE 0 0 2" TYPICAL TYPICAL ANCHORS 4 PER CUP (2 ON EACH WING) 414 SMS 1-3/4" 0.C. MIN. 4 PER CUP ANCHORS TYPE 'A4' TYPICAL ANCHORS 2 PER ANGLE Ft0A11NG CUP SNUG FIT INSIDE MULL 114 SMS 1-3/4' 0.C- MIN. 2 PER ANGLE TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DfA ULTPACONS BY `ELCO' (Fu=177 K51. Fy=155 KS) CONCRETE 1-3/4' 2-1/2" 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) METAL 1/8' 3/4" CONCRETE = f c = 3000 PSI MIN. METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. 1/8" MIN. INK. AWMINUM (6063-T5 MIN.) ANCHORS MAY BE HE( 0R FLAT HEAD. ALL CUPS AND ANGLES TO FT( SNUG INTO TUBE MUWONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PRO1tc.Itu WIN ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE MEIHACRYUTE LACQUER •• ••• • • • •• • • •• • • • • • • • • • • • •• ••• • • • • • PRODUCT REVISED• as coumbfing with the -Florida Building • • • • • NOA-No. 17-1218.14 • • • • • • Eigdrationdtate i o123:2019 • • • •• •e2 • • • • • • • • • m • M roduwtbontrgl • • • ••• • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • ALUMINUM TUBE MULLIONS i r t9 v> 1 drawing no. M14-01 (sheet 5 of 9 (305) 885-5902 TYPICAL ANCHORS 6 PER CUP (3 ON EACH WING) ►i�14\i_t\\T`1� h�� �I. TYPICAL ANCHORS 3 PER ANGLE j14 SMS 1-3/4' 0.C. MIN. 8 PER CLJP ANCHORS TYPE `A6' FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1-3/4" O.C. MIN. 3 PER ANGLE 2 X 2 X 1/8' ALUM ANGLE TYPICAL ANCHORS: ANCHOR 1TYF.b SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4' DUB ULTRACONS BY 'ELCO' (Fw177 KSL Fy=155 K51) CONCRETE 1-3/4' 2-1/2' 1/4' DIA SELF DRILLING SCREWS (GRADE 5 CRS) METAL 1/8" 3/4- CONCRETE = Fc = 3000 P51 MIN. METAL = 1/8' MIN. THK. STEEL Fy - 36 K51 MIN. 1/8" MIN. THK. NLMINUM (6063-T5 MIN.) ANCHORS MAY BE HEX OR FLAT HEAD. ALL CUPS AND ANGLES TO FTT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNELI1_U DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS -BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. • • • • • • • • • • • • • • • • • • • • • •• PRODUCT REVISED • • • • as complying with the Florida Building de • BOA -No. • 17-129&14 ilt• • •• : :cpirationpa OM 019 • ••• • ey _ _ • `. • • • • • • mi-D.!� Plidest Central • • • • • • • • ••• .• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •••• • • • • • • • • • • �\ O G9 Z 0 ALUMINUM TUBE MU 0 UPDATED TO 2017 FOC Ia F drawing no. M 14-01 sheet 6 of 9 TYPICAL ANCHORS 2 PER CUP (1 ON EACH WING) #14 SMS 1-3/4" C.C. MIN. 4 PER CUP ANCHORS TYPE '132' FLOATING CLIP SNUG FTT INSIDE MULL /14 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE TYPICAL ANCHORS 1 PER ANGLE �FIL1Eo B 0 OR 2 X 2 X 1/8" ALUM ANGLE RE TYPICAL ANCHORS 4 PER CUP (2 ON EACH WING) s #14 SMS 1-3/4" C.C. MIN.-Y 4 PER CUP N II n 4 FLOATING CUP SNUG FTT INSIDE NULL 3/8" MIN. 2 7/8' TYP. TYPICAL ANCHORS TYPE 'B4a' (L14 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE TYPICAL ANCHORS 2 PER ANGLE OR DaQ 5TN _2 X 2 X 1/e' ALUM ANGLE • RE TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE N1N. EMBED. MIN. EDGE DIST. 1/4' DIA. ULTRACONS BY 'ELCO' (Fu.177 K51, Fr.155 KS1) MASONRY 1-3/4" 2-1/2" WOOD 1-1/2" 1" W000 28Y WOOD BUCKS OR W000 STRUCTURE S.G. - 0.55 MIN. MASONRY - C-90 HOLLOW/FILLED BLOCK f'm a 2000 P51 MIN. BY OR 28Y WOOD BUCKS NOT 8Y ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE ANCHORS MAY BE HEX 0R FLAT HEAD. •• • • • • • • • • • • • • • • •• • • • •• • • • • PRODUCT REVISED as complying with the Florida Building Code • F104411o. 't742=%14 • • • • • Expiation Da • Nr23 +' 19 • • • • • •By•— • Miami -Da'- • u • ... . • • r Y Lo • • • • • • • • • • • • •- • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • •• •• • • • • • • • • • • • (O 2 0 7.1 5 OC 7 1- 5 3 Z 5 Q J - 1 m Li En w ' co 3LM N 00"1 m J H Z • m ,� drawing no. M 14-01 Sheet 7 of 9 /14 SMS 1-3/4' O.C. MIN. 6 PER CUP ANCHORS TYPE `B4b' TYPICAL ANCHORS 2 PER ANGLE FLOATING CUP SNUG FR INSIDE MULL /14 SMS 1-3/4' 0.C. MIN. 3 PER ANGLE • hlll5) BLUE\ 2 X 2 X 1/8' ALUM ANGLE TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4' DR. ULTRACONS BY •ELCO' (Fu-177 KSI, Fy-155 KSI) MASONRY 1-3/4' 2-1/2' WOOD 1-1/2' 1 1* WOOD - 2BY WOOD BUCKS OR WOOD STRUCTURE S.C. - 0.55 MIN. MASONRY - C-90 HOLLOW/FILLED BLOCK f m = 2000 PSI MN. IBY 0R 2BY WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING STSIEM AND TRANSFER THEM TO .BUILDING STRUCTURE. ANCHORS MAY RE HEX OR FLAT HEAD. •• • • • • • • • • • • •• • • • • •• • • • • • •• • • •• PRODUCT REVISED. as c1Wl„g C ewl h the Florida • • • • MOA-No. od 17-1218.14 • • • Expiation Date 0/23/201I • • • • • • • • • • Sy • • • t • • • • • Wlia•, rojuct Control • • • • • • ••• • •• • • • • ••• • • • • • • •• • • • •• • 0•••• •• • • • • • 000 • • •• •i• • �• •• • OF kt: sS'ONAL c•�• • • ••• • • • ••• •• •• • • • •• •• • • • • • • •• • • • • • •• • ••• • • • • • • • • • ••• • • • •• • • ••. • • • • •'• •'• • • • • •• • • • /•4 SMS • • ••• • • �AR E CHART FOR •UANTITIES • • • •• • • • • • • • • • • • ••• • ••• ' • •• •• • • • •• ••• •• • • • 144 FH SMS • •2/ SIDE ' V* TWCX ALLIM•CHMMEL • • • •LliNGT6 yl Ff! SNUG I O MUUJON • • • TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE TUBE MUWON TUBE MUWON 114 FH SMS 1-1/2- 0.C. MIN. SEE cHART- FOR OUMffiPES 114 FH SMS 2 PER CUP 1' 0.C. MIN. 1-3/4" X 2' X 1/8" (FOR 28Y TUBE) 3/4" X 2' X 1/8' FOR (1BY TUBE)J ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL f1 METAL TO METAL CONNECTION 114 SMS SUBSTRATE Ed. — MIN. EDGE DIST. !MIN. CL TO CL SPACING ALUMINUM 5/8' ! 1/2- ANCHOR CHART TYPE A2 TYPE A4 NO. OF SCREWS 2 3 TYPE A6 4 PRODUCT REVISED as complying with the Florida Building Code r+OA-No. 17-1218.14 Expiration. Date 10/23/2019 BY act Control ray•1U w 0 R ALUMINUM TUBE MULLIONS CU J 1 tal (n N2 :M o OM z3u- 3zr3 Ooo d u 1w 0 r FAX (305) 885-5902 2 drawing no. M14-01 sheet 9 of 9 • Page 1 of 1 SITE SPECIFIC WINDLOAD CERTIFICATE �❑ AL-FAROOQ CORPORATION 9360 Sunset Dr. I STE 220 I Miami, FL 33173 1 T. 305.264.8100 I F. 305.262.6978 I www.afceng.com alfarooq@afceng.com Project Number: 38372-3053 Client: Juan Carlos Rey UNITY WINDOW 8502 NW 80 ST #103 Medley, FL 33166 Date Requested: Mailing Address: 6/14/2018 7:39:56 PM Juan Carlos Rey. UNITY WM+D6V1h 8502 NW 80.ST•#103 Medley, F1-33:G6 •• • • • • ••• • • ^•• Project Address: 301 NE 98 ST MIAMI SHORES FL 33138 Job Name: REDESIGN• NDIO • •• • • • • •• Project Information Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category C Roof Type Sloped Mean Roof Height 15.00 ft Elevation of Opening 15.00 ft Least Horizontal Dimension N/A General Calculations Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 0.85 Velocity Pressure Coefficient (Kz) 0.85 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 56.6 psf Velocity Pressure (Qz) 56.6 psf Gcp Zone 4 +1.00, -1.10 Gcp Zone 5 +1.00, -1.40 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate Toads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. © 2018 , Copyright AI-Farooq Corporation 6 • • • L • • • Wind Load Analysis for components 2h1d cladding Wlth impact protection as per specific Lion ofe4SCE 7-10•& 2017 FBC. • • • • • • • ;. • • • , • Design Wind Pressures (PSF) cjo Trib. Area (ft 2) 10 Zone 4 +40.1 -43.5 Zone 5 +40.1 -53.6 ZONE 4CI ZONE 5C d-1D% OF LEAST HORIZONTAL DIMENSION HEIGHT'H' FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT Valid Only with Engineer's Seal CAN (EB) #3538 • • •• • •a•••• • C • • • • 6/26/2018 11 EGRESS BEDROOM OFFICE NOT PART OF PERMIT GARAGE KITCHEN DINING ROOM EGRESS M. BEDROOM GENERAL NOTE: NOT PART OF PERMIT - - ALL ESCAPE WINDOWS SHALL PROVIDE A CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE WIDTH SHALL BE NOT LESS THAN 20" AND THE HEIGHT SHALL NOT BE LESS THAN 24" . THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE FINISHED FLOOR. - WINDOW FRAMES/MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCT CONTROLS. - ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL N.O.A. DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. LIVING ROOM FLORIDA ROOM PERM Miami Shores Village APPROVED ONING DEP' BLDG DEPT F JECT TO COMPLIANCE Vsi 1H ALL FEE. BY W5 UNITY WINDOWS 8502 NW 80th STREET MEDLEY, FL, 33166 TEL: 305-863-2223 FAX: 305-863-2291 WINDOWS AND•DOORS.•• 301 NE 98•8T.• •• • ••• •• MIAMI SHORES, FL 331•38•, , • ••• • •••• • •• •• No. Revision/Issue Date PERMIT Sheet Name FLOOR PLAN ey J. REY Sheet 1 s 06/28/2018 3/8" = 1' • • • • • • • .; • .... .. ... • .. T 95 2" T a h I 7/ . 7 a QTY= 2 SLIDING GLASS DOORS 700 LMI N.O.A. 18-0129.13 74" cs , , C ✓ C = QTY= 1 HORIZONTAL ROLLINS 200 L.M.I. N.O.A. 17-1102.23 71 1" QTY= 1 SLIDING GLASS DOORS 700 LMI N.O.A. 18-0129.13 2" x 4" ALUM. MULLION N.O.A. 17-1218.14 74 1 1 7 i ,,I, 4 C > C = QTY= 1 HORIZONTAL ROLLINS 200 L.M.I. N.O.A. 17-1102.23 FIXED WINDOW 300 L.M.I. N.O.A. 17-1102.20 fi 37" ,f IPS GIN 1 1 QTY= 1 HORIZONTAL ROLLINS 200 L.M.I. N.O.A. 17-1102.23 �--- 52 4„ 4/ 0 QTY= 1 HORIZONTAL ROLLINS 200 L.M.I. N.O.A. 17-1102.23 UNITY. DOWS 8502 NW 80th STREET MEDLEY, FL, 33166 TEL: 305-863-2223 FAX: 305-863-2291 WINDOWS AND•;DOORS • 301 NE 9$•S•• • •�• •• P MIAMI SHORE,S•,•FL 3138 , • ••• •• •••• • •• •• .. ••• •••• • •• No. RwlebNlseue Date PERMIT Sheet NOM DOORS & WINDOWS ELEVATIONS Drawn by Sheet J. REY Data 06/28/2018 2 Scale 3/4" = 1' • . • • • .... . • • • . T 1" x 4" ALUM. MULLION N.O.A. 17-1218.14 1,1 111 00 8 ' 7J 8 7J $ // // // // // QTY= 1 HORIZONTAL ROLLINS 200 L.M.I. N.O.A. 17-1102.23 55"-1. C i% 0 ' j QTY= 4 HORIZONTAL ROLLINS 200 L.M.I. N.O.A. 17-1102.23 37" -'f M CO 00 QTY= 1 HORIZONTAL ROLLINS 200 L.M.I. N.O.A. 17-1102.23 1' 53" / QTY= 1 HORIZONTAL ROLLINS 200 L.M.I. N.O.A. 17-1102.23 QTY = 1 SINGLE HUNG WINDOW 100 L.M.I. N.O.A. 17-1011.23 UNITY WINDOWS 8502 NW 80th STREET MEDLEY, FL, 33166 TEL: 305-863-2223 FAX: 305-863-2291 WINDOWS AND:DOORS• •• • 301 NE 98•ST •• • •• •• MIAMI SHORES,,F•,L 381,48 ,• •. • •••• . . .. No. ReWeloMo.e Date PERMIT Sheet Name WINDOWS ELEVATIONS Drawn by Sheet J. REY Date 06/28/2018 3 Scala 3/4" = 1' • • • • • • • • • • •• • • • • • • • • • • • • • .• WINDOWS AND DOORS SCHEDULE MARK DESCRIPTION GLASS TINT. FRAME COLOR PANEL STYLE WIDTH X HEIGTH MANUF./ MODEL TESTED WINDOW PRESSURE(P.S.F.) N.O.A. D1 ALUMINUM SLIDING GLASS 7/16"LAM. CLEAR WHITE XX 95 1/2" x 79" ECO WINDOWS +70 18-0129.13 DOOR IMPACT RESISTANT LowE SERIES 700 -80 D2 ALUMINUM SLIDING GLASS 7/16" LAM. CLEAR WHITE XX 95 1/2" x 79" ECO WINDOWS +70 18-0129.13 DOOR IMPACT RESISTANT LowE SERIES 700 D3 ALUMINUM SLIDING GLASS 7/16" LAM. CLEAR WHITE XX 71 1/2" x 79" ECO WINDOWS +80 18-0129.13 DOOR IMPACT RESISTANT LowE SERIES 700 W1 ALUMINUM HORIZONTAL ROLLING WINDOW IMPACT RESISTANT 5/16" LAM. CLEAR LowE WHITE OX 37" x 39" ECO WINDOWS SERIES 200 +70 _80 17-1102.23 W2 ALUMINUM HORIZONTAL ROLLING WINDOW IMPACT RESISTANT 5/16" LAM. CLEAR LowE WHITE XOX 74" x 63" ECO WINDOWS SERIES 200 +70 -70 17-1102.23 W3 ALUMINUM HORIZONTAL ROLLING WINDOW IMPACT RESISTANT 5/16" LAM. CLEAR LowE WHITE XOX 74" x 60" ECO WINDOWS SERIES 200 +70 _70 17-1102.23 W3 ALUMINUM FIXED WINDOW IMPACT RESISTANT 5/16"LAM. CLEAR LowE WHITE 0 75"x 16"SERIES ECO WINDOWS 300 +75 -80 17-1102.20 W4 ALUMINUM HORIZONTAL ROLLING WINDOW IMPACT RESISTANT 5/16" LAM. CLEAR LowE WHITE OX 52 1/4" x 50 5/8" ECO WINDOWS SERIES 200 +70 _80 17-1102.23 W5 ALUMINUM HORIZONTAL ROLLING WINDOW IMPACT RESISTANT 5/16" LAM. CLEAR LowE WHITE OX (3) 53 1/8" x 51" ECO WINDOWS SERIES 200 +70 -70 17-1102.23 W6 ALUMINUM HORIZONTAL ROLLING WINDOW IMPACT RESISTANT 5/16" LAM. CLEAR LowE WHITE OX 53" x 51" ECO WINDOWS SERIES 200 +70 -70 17-1102.23 W7 ALUMINUM HORIZONTAL ROLLING 5/16" LAM. CLEAR WHITE OX 55" x 52" ECO WINDOWS +70 17-1102.23 WINDOW IMPACT RESISTANT LowE SERIES 200 _70 W8 ALUMINUM HORIZONTAL ROLLING 5/16"LAM. CLEAR WHITE OX 55"x 52"SERIES ECO WINDOWS +70 17-1102.23 WINDOW IMPACT RESISTANT LowE 200 -70 W9 ALUMINUM HORIZONTAL ROLLING 5/16" LAM. CLEAR WHITE OX 37" x 38 3/8" ECO WINDOWS +70 17-1102.23 WINDOW IMPACT RESISTANT LowE SERIES 200 -80 W10 ALUMINUM SINGLE HUNG WINDOW IMPACT RESISTANT 5/16" LAM. CLEAR LowE WHITE EL 19 1/8" x 38 1/8" ECO WINDOWS SERIES 100 +75 -90 17-1011.23 W11 ALUMINUM HORIZONTAL ROLLING WINDOW IMPACT RESISTANT 5/16" LAM. CLEAR LowE WHITE OX 55" x 52" ECO WINDOWS SERIES 200 +70 -70 17-1102.23 W12 ALUMINUM HORIZONTAL ROLLING WINDOW IMPACT RESISTANT 5/16" LAM. CLEAR LowE WHITE OX 55" x 52" ECO WINDOWS SERIES 200 +70 _70 17-1102.23 UNITY WINDOWS 8502 NW 80th STREET MEDLEY, FL, 33166 TEL: 305-863-2223 FAX: 305-863-2291 WINDOWS ANE D.�R • •• 301 NE 9•• • ••• •• gsT MIAMI SHORESL FL 331•38 • • • • • •• Y • •• •• • • • • • • •• • • • • • • • • • • •__ • No. Revbwn/1u. Date PERMIT Sheet NOM DOORS & WINDOWS SCHEDULE Drawn by Street J. REY Da. 06/28/2018 4 Scale N/A • . • • • • • • .... • • .. • . • .