Loading...
WS-18-3679 (2)Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: S-12-18-3679 If- E�'. , } I I Permit Type: Windows/Shutters work Classification: Window/Door Replacement Permit Status: Approved Issue Date:12/13/2018 Expiration: 06/11/2019 Location Address Parcel Number ' 200 GRAND CONC, Miami Shores, FL 33138 1132060133540 Contacts MARY AGOSTA Owner Gerardo Feranandez Applicant 200 GRAND CONC, MIAMI SHORES, FL 33138 Sw 92 ave, Miami, 33174 cubera4@yahoo.com GEF CONSTRUCTION CORP Contractor GERARDO FERNANDEZ 1510 NW 36 AVE, MIAMI, FL 33125 Business: 3052165087 Description: WINDOW AND DOOR REPLACEMENT TO IMPACT Valuation: $ 21,000.00 Inspection Requests: GLASS 18 OPENINGS REPLACED 1 DOOR 17 WINDOWS 30S-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $12.60 DBPR Fee $4.20 DCA Fee $2.80 Education Surcharge $4.20 Scanning Fee $9.00 Technology Fee $7.00 Windows/Shutters Fee $230.00 Total: $319.80 Payments Date Paid Amt Paid Total Fees $319.80 Credit Card 12/13/2018 $319.80 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that al,Work w� 9r(omp nce with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor < st 142 Authorized Signature: Owner / Applicant / Contractor / Agent December 13, 2018 Date Page 2 of 2 Miami Shores Village RECEIVED Building Department PEC 1 2013 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 (_ FBC 20 BUILDING Master Permit No. (►,1S1 ``�� I PERMIT APPLICATION Sub Permit No. ®BUILDING ❑ ELECTRIC ROOFING REVISION ❑ EXTENSION RENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 2op Wztsiq City: Miami Shores County: Miami Dade Zip: '33/3 Folio/Parcel#: Occupancy Type: Load: Construction Type: s the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): /I ` A I-K A GLO-Q-6 Phone#: 3i--S 790-93H Address: ZOv aeA,',P CL ) (0,)4Sz City: N'11.4011 S t-6�-C S State: fL zip: 33l Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: CAS 1_RJ CT / O t --%, Phone#: Address: / i LO_ -SAI qZ AV t City: /h 14M / State: Zip: Qualifier Name: &EI-A"D r,J��' h,iAWUL Phone#: State Certification or Registration #: e4C S-2(Z(o i Certificate of Competency #: DESIGNER: Archite.\Engineer: Phone#: Ad City: Zip: Value of Work for this Permit: $ 2/.4 ©DC> Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New K Repair/Replace ❑ Demolition Description of Work: WIN26 ►n/ AIJA L&LLAC_527 �r,1 %- % IMIAcr OLAS S . Specify c64j'r?(co&r-WJ' Pile•_ Submittal Fee Scanning Fee Technology Fee $ Structural Reviews $ W : y•- Training/Education Fee $ DBPR $ Notary $_ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ �� 0 r Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature4-zznature NER or AGENT 0 t/7C RACTOR The foregoing instrument was acknowledged before me this day of�z"G�'/Ni3�2 , 20 g by who is personally known to me or whc has produced identification and who did take an oath. The foregoing instrument was acknowledged before me this 3,P``— day 20 /JQ , by /4c12�7whoT is pperssenally known to me or who has produced kas identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: ign: Sign: Print. Print: / Seal: seal: —' ;�±�''• PAMELA L RODRIGUEZ •��y. PAMELA L RODRiGtUEZ' ='t •'= MY COMMISSION 0 0GO47454 MY COMMISSION N 0GO47454 EXPIRES Wr 24, 2020 EXPIRE) Nov�mb� 4 *********** **# ************ ************************* *• APPROVED BY Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) 12/11/2018 Property Search Application - Miami -Dade County s - 0 FFICE OF TH z PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-3540 Property Address: 200 GRAND CONIC Miami Shores, FL 33138-2834 Owner MARY R AGOSTA Mailing Address 200 GRAND CONCOURSE MIAMI SHORES, FL 33138-2834 PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/ 0 Floors 1 Living Units 1 Actual Area 2,402 Sq.Ft Living Area 1,796 Sq.Ft Adjusted Area 2,089 Sq.Ft Lot Size 13,607.1 Sq.Ft Year Built 1954 Assessment Information Year 2018 2017 2016 Land Value $478,892 $478,892 $435,356 Building Value $145,394 $145,394 $145,394 XF Value $4,097 $4,112 $4,127 Market Value $628,383 $628,398 $584,877 Assessed Value 1 $194,422 $190,424 $186,508 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment $433,961 $437,974 $398,369 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 9 LESS NELY 20FT & ALL LOT 10 BILK 26 LOT SIZE 104.670 X 130 OR 15632-0274 0892 1 Generated On : 12/11/2018 Taxable Value Information 2018i 20171 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $144,422 $140,424 $136,508 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $169,422 $165,424 $161,508 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $144,422 $140,424 $136,508 Regional Exemption Value $50,900 $50,000 $50,000 Taxable Value $144,422. $140,424 $136,508 Sales Information Previous OR Sale Price Book- Qualification Description Page 12/01/2005 $0 24111- Sales which are disqualified as a result of 4869 examination of the deed 08/01/1992 $119,000 15632- Sales which are qualified 0274 08/01/1987 $105,000 13379- Sales which are qualified 1758 11/01/1974 $74,500 00000- Sales which are qualified 00000 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: GEF Construction Date State of County of Before me this day personally appeared 1 qqW o t—IM -41WI Z who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: Zoo �P-hisP eaIJ ex) 3 /Z4 t Contractor Signature Sworn to (or affirmed and subscribed before me this�day of�C�/�(.U�%� 20 �e, by l�l�(G�4�D ,t21l�GLG� Personally know (/ Or Produced Identification Type of Identification Produced PAMELA L RODRIGUEZ •'= MY COMMISSION X GG047454 EXPIRES November 24, nt, Type or Stamp 146me of Notary Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner —Workers' Compensation Insurance Exemation Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. State of Florida County of Miami -Dade The foregoing was acknowledge before me this / � day of �Gc=-x4F!Z, 201i;_> . By e JZ�{c ah, _ ��" / 4- _ who is personally known to me or has produced N72i ✓6Z �� 222�..Sri �— �i— coif ® as identification. Nota . JARLE DE LA TORRE. "RyCf1WN =1M#0(i16967 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). Acknowled.g,dj I ent: Qualifier/Owner nature Date f P?X-P-0 f_'L5WA09 CZ Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) C Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. Require inspections: Buck (if greater than l x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 Zo p l "Ap G f .... ...... .... ...... .. . ... ...... RECEIVED S -CA Lf— I ;c,D Zvc) �-,At�0 C'Qt\-\ea0I~SJ, Z OFZ so'' t,hA 17-/011,23 I7-toll ,Z3 t 7-/0,Il, 23 ski SN sH 37114 Soy 37foc S.v` rvoA ►7-tal(.z33 sN I si1 Vth r, \. MOLL 1 o 1J NDA 17. 12►% , I`i 3 MOLL SIAA v 5-oN Il!' X 3$" 371k wA 17-101 Z3 17-1011, Z3 17.1otf .Z� ski S of S t� o a a zj ", & 3T OI X 92" 1 I oh 's-011,13 )?-Io11.23 S� pneOL !//''x o ` �oh 17-I IDZ-Z3 14� Fix lllyx 17,11o2,Zv 00 7 Y "X 39 3 71'>« 9 37 NoA 0-1011-Z'3 SN- St+ 11lc.�..TICQI.�MVI.L�oN N�A-1�—lZ���1`� MOIL SPRa 3$r, N�17-tol).23 .S )4 @ (9) sel" x S-o N�oA R-Moll•23 SI+ I C.v STN Pit Not'ZofNTAi, MULLioi,% t3c>A 17-JZ199 lY MOLL S4AtN = fit'/ VGUT�CAL y„� JLL(Dr► rso� t�-121� .Iy MJLL SjkA SCA Lf / , so .•,••• • , •••••• • .• . ••.. • • •• • 0 0*0000 , •• . c._ GEF CONSTRUCTION CORP CGC 1511261 PRODUCT APPROVAL & WINDOW SCHEDULE SITE ADDRESS: 200 Grand Concourse 1 OF 2 1 2 3 4 5 6 7 OPENING LOCATION PRODUCT ACCEPTANCE NUMBER PRODUCT APPROVAL DESIGN PRESS RATING PRESS. RATING READ. FOR SPECIFIC OPEN. OPENING SIZES SHUTTERS REQUIRED? FRAME COLOR GLASS COLOR (+) PSF (-) PSF (+) PSF (-) PSF WIDTH X HEIGHT AREA IN SQ FEET ZONE # Y/N 1 NOA 17-1011.23 75.0 90.0 37.5 40.9 111"x50" 38.5 4 N White Clear 2 NOA 17-1011.23 75.0 90.0 38.5 42.0 74"x50" 25.7 4 N White Clear 3 NOA 17-1011.23 75.0 90.0 38.5 42.0 111"x38" 29.3 4 N White Clear 4 NOA 17-1011.23 75.0 90.0 38.5 42.0 74"x50" 25.7 4 N White Clear 5 NOA 17-1011.23 75.0 90.0 38.5 42.0 74"60" 25.7 4 N White Clear 6 NOA 17-1011.23 75.0 90.0 37.5 40.9 111"60" 38.5 4 N White Clear 7 NOA 17-1011.23 75.0 90.0 40.4 43.8 26"x38" 6.9 4 N White Clear 8 NOA 17-1011.23 75.0 90.0 40.4 43.8 26"x38" 6.9 4 N White Clear 9 NOA 17-1102.23 70.0 70.0 36.1 39.6 .. ... 111"x75" . . . 57.8 . .. 4 N White Clear 9 NOA 17-1102.20 75.0 80.0 36.1 39.6. .. . 0 1j1;x;5'; . .. . 0 57$ . .. 4 N White Clear 10 NOA 18-0319.13 70.0 75.0 38.5 42.0 39"x82" 22.2 4 N White Clear 11 NOA 17-1102.23 70.0 70.0 36.1 . *39.6 : . . .. . .111"x7S" . .. . .S7.8 : . . .. 4 N White Clear 11 NOA 17-1102.20 75.0 80.0 36.1 39.6 1111105" 57.8 4 N White Clear . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . GEF CONSTRUCTION CORP CGC 1511261 PRODUCT APPROVAL & WINDOW SCHEDULE SITE ADDRESS: 200 Grand Concourse 2OF2 1 2 3 4 5 6 7 OPENING LOCATION PRODUCT ACCEPTANCE NUMBER PRODUCT APPROVAL DESIGN PRESS RATING PRESS. RATING REQD. FOR SPECIFIC OPEN. OPENING SIZES SHUTTERS REQUIRED? FRAME COLOR GLASS COLOR (+) PSF (-) PSF (+) PSF (-) PSF WIDTH X HEIGHT AREA IN SQ FEET ZONE # Y/N 12 NOA 17-1011.23 75.0 90.0 40.4 43.8 37"x38" 9.8 4 N White Clear 13 NOA 17-1011.23 75.0 90.0 40.4 43.8 74"x38" 19.5 4 N White Clear 14 NOA 17-1011.23 75.0 90.0 40.4 43.8 74"x38" 19.5 4 N White Clear 15 NOA 17-1011.23 75.0 90.0 40.4 43.8 37"x38" 9.8 4 N White Clear 16 NOA 17-1011.23 75.0 90.0 40.4 43.8 37"x38" 9.8 4 N White Clear 17 NOA 17-1011.23 75.0 90.0 40.4 43.8 54"x50" 18.8 4 N White Clear 18 NOA 17-1011.23 75.0 90.0 40.4 43.8 54"x50" 18.8 4 N White Clear .. . . . . . . . . .. . . .. . . .. . . . . .. . . . .. . . .. .. . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . I RAMMS ENGINEERING, INC. t 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. Kd = .85 FOR 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88' 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 - 38.3, ' 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 `:41.7 41.1 40 49.4 47.2 45.9 44.9 ' 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.1... 60 53.7 51.2 49.8 .48.8- 48.1 '.. : 47.4. Interior Zone (4 - Walls) Negative Pressures •••• Exposure C For the 175 mph Wind Zone CATEGORY.' BLCC** Height (Maximum) Effective Wind Area (or, Tributary Area) in SquclfQ?4et .• . 10 20 30 40 50 ••• •� 60 -1.10 -1.05 - -1.02 -0.99 -0.98 : -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6: '. -391 20 -46.4 -44A -43:3 -42.5 -41.9 -41. • 25 -48.4 -46.4 - ' . -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 -51%4 ,,s -50.1 -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2, -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG Height Maximum Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 ' -54.1 -50.4 -48.3 -46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN At3Ovt MAY tat IAKt=N ruK rLAI Kuurs. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h_ mean roof height in feet). - THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART iWITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY 00BERT MONSOUR. . MIAMI-DARE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamida4L.gov/economy. TEco 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 County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and,tj NIJ may immediately revoke, modify, or suspend the use of such product or material witlym their juri diction. REV reserves the right to revoke this acceptance, if it is determined by Miami Dade bounty Product Control • ..... . ...... Section that this product or material fails to meet the requirements of the applicabl;Mldjng code., .. , This product is approved as described herein, and has been designed to comply vith.the Flarida.Buildi4t Code, including the High Velocity Hurricane Zone. 0 .... . ..... DESCRIPTION: Series "Eco-Guard 100" Aluminum -Single Hung Window -1!.= .. .. .. .. ...... APPROVAL DOCUMENT: Drawing No. W09-08, titled "Eco-Guard Serie.S,1QQ.Alum. S.I. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/2647, preparedly. M-Farooq,••:• Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dad; Cgapty Product ContrTL.. Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Oftd@,Couni'y • 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 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. NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 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 per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94• •:. along with marked -up drawings and installation diagram of an; in um 4*Wiglc hung � . • window, prepared by Fenestration Testing Laboratory, Inc., Test Report I4o • • • • • • : • FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson -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 paf FSC TAS MS-94 . • • • • • 3) Water Resistance Test, per FBC, TAS 202-14•;•; '. 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-4.. • : • along with installation diagram of a 106-1/2" wide x 76" high,,VP6; Gua;d. Series-1 OV • • • aluminum single hung window, prepared by Hurricane Engineering & 'l:asting 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-'/2" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. BETI--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 53-1/4" 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) S%f:Lan,I ?-h 992 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coN1'1NuED) 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 762/4" 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. 09- 0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 03/27/15 and 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 :. D. QUALITY ASSURANCE ' . . .. ...... 1. Miami -Dade Department of Regulatory and Economic Resour.*.*.*s; • • E. MATERIAL CERTIFICATIONS • • • .... . ..... 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their.:..' "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15; exptt`mg on 42/i 4/16. • • • • : • ...... . 00 F. STATEMENTS • • . ' """ 000000 1. Statement letter of conformance, complying with FBC-51" Edition (2014), And of no • financial interest, dated March 17, 2015, issued by Al-Farooq Corporations $wed 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. 09-0224.07) 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. Wang 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, RE B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (MR). E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for the; • "Trosifol® Ultraclear, Clear and Color PVB Interlayers"2tted'O1/19fi7,�expiring':". on 07/08/19. •••••• ••..• •• •• •• •• •••••• • F. STATEMENTS . . . . ...... 1. Statement letter of conformance, complying with FBC 5th Edition QOJ4), AMC 09 • • • •, Edition (2017), and of no financial interest, dated September 15,'2017, prep!W 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. S1A71 2lk-d Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 E-3 ECO—GUARD SERIES-100 ALUMINUM SINGLE HUNG 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 S.H./S.H. OR SINGLE HUNG 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 EDMON)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER 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—METALUC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. EQUAL LITES 53 1/8' 47 3/8' D.LO. (FIX. UTE) 6' MAX. 12' MAX. HEADIm HEAD CORNERS � U I II I 4 1 II I y, 1I � I JI 11 m II 1� 11 a d it O II II II nll FALSE MUNTINS� NO ANCHORS AT SILL (SURFACE APPLIED) OPTIONAL 11 47 3/8' ,ED LATCHES ENDS SWEEP LATCHES TYP. TYPICAL ELEVATIONS TESTED UNITS 50 3/16' UNEQUAL LITES (ORIEL TYPE) � U � I o � 3 V) i M g vi uj Q 00 n Z 3LL M o U Low � w Wmm k •• ••• • • • • • •• a 8I-' THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. �� 'P'' FU'1A "'•:V SHUTTERS ARE NOT REQUIRED. PRODUCT REVISFD H r•.s cotxplyird3 wiih lht Florida 70592 c • • • • • • • • • • • • • • BuiMing Cale _ S • • • • • • • • AECC}11.:.Gf. • • • • • • • Eririn!tion Duic_p�(n$(L21q • • • • • • • • G/��� • • • • • • • • • • • 8Y _.ziLL�1- 7 TE OF ��<(/� drawings no. • • • • • • • • Mimui badel a1uc+�CrnWd /%�iS�_!40R10rI�\ �� WOfI_08 ••... - ♦ 11� 77 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPES W. 'D' k 'C' WIDTH HEIGHT EXT.(+) INT.(-) 19-1/8" 24" 26-1/2' 32' 37" 1. 1. 53-1/8" 26' (3) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8' 24" 26-1/2' 32' 37" 40' 48" 53-1/8' 38-3/8' (4) 75.0 90.0 75.0 90.0 75.0 90.Or 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8' 24' 26-1/2' 32" 37" 40' 1. 53-1/8" 50-5/8' (5) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8' 24' 26-1/2" 32' 37' 1. 48' 53-1/8' 63. (6) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 0 19-1/8" 24' 28-1/2' 32' 37" 40' 48" 53-1/8" 78' (7) .0 .0 .0 0 H .0 .0 .0 .0 EQUAL LITES UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE A' GLASS TYPES B' & 'C' WIDTH HEIGHT EXT.(+) INT.(-) IXT.(+) 1NT.(-) 19-1/8' 24' 26-1/2' 32" 37" 1. 1. 53-1/8' 50-5/8' (5) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8' 24' 26-1/2" 32' 37" 4W 48' 53-1/8" 63' (6) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 E32'7:6' 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 75.0 90.0 - - 75.0 90.0 WIDTH UNEQUAL LITES (ORIEL TYPE) 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 3/16- HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 090' Interlayer .090" Interioyer 090" Interlayer Trosifol PVB Trosifol PVB Trosifol PVB By 'kurorey America, Inc.' By 'kuraroy America, Inc.' By 'kuroray America, Inc.' 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS i I .I o: SILICONE SILICONE SILICONE i m DOW 899 i m DOW 899 i ro DOW 899 21 m I is it 6 13 m is \ 19 j !i • • • • • • �i 18 SETTING BLOCKS AT • • • LAM. GLASS AND INSUL. LAM. GLASS j j, jl : • ; : ; : NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS I! II • • • • • • • • • 111111i1lJf N U � gVi N E3 0010 R o Z 3t y 3 z� R W WaoM H Qr,Q� 7 8 21 • 21 • • • • • • AH 21 \ p.J'.•.'.....T.4•_i4� $ AT 1/4 POINTS ON UTES AT 1/4 POINTS ON UTES AT 1/4 POINTS PRODi1Li RSY;S[� 13 WIDER THAN 36' ONLY 13 WIDER THAN 36' ONLY 24 13 ALL SIZES as'A411plyi, 3 W101 the Florida = IN NOTE: GLASS TYPE 'A' GLAS S i • i • • GLAST E C' A-pnanne No • • • • • • Exrr"Sioa GLASS CAPACITIES ON THIS SHEET ARE GLAZING• OPTILS drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • • Dy-S'1= 7-.Q_ oR1D►.•'' �� AND FLORIDA BUILDING COMMISSION NlivniEta&itodactCetxtol i s �� Wog-o8 DECLARATORY STATEMENT DCA05-DEC-219 777IIIiVAlllt�`� sheet 2of 6 ••• • • • • ••• • • • • • • • • • • • • 0% •• •• • • • •• •• • • • ••• • • TYPICAL ANCHORS o 1f SEE ELEV. FOR SPACING TYPICAL ANCHORS U WOOD BUCK i SEE ELEV. FOR SPACING rc w :N m a, "n EDGE-D15T. MWAI—DADE COUNTY APPROVED ' • 6 ° ` METAL MULLION h MULLION ANCHORS o o a .' STRUCTURE EDGE DIST m i EDGE GIST. SEE SEPARATE NOA g g p q a - EDGE DIST. �' oe 91".1 a s p&a0S TYPICAL ANCHORS TYPICAL S O ANCHOR TOp a c o SEE ELEV. FOR SPACING SEE ELEV. R SPACING I 11 til J Q W etf F o WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Cj o TYPICAL. ANCHORS: SEE ELEV. FOR SPACING 3 ! t2 BOTTONAL M LATCH TO ,1/4' DIA. ULTRACON BY 'ELCO' (F.-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) D t4 0 THRU 1BY BUCKS INTO CONC. OR BLOCKS g 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) r w O x 4 14 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) Q 5M sl o DIRECTLY INTO CONCRETE OR BLOCKS Z ti W j 1B 2t 1-1/2 MIN. EMBED INTO CONCRETE (HEAD/JAMBS) gog 3 3 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)cc 3 a J14 SMS OR SELF DRIWNG SCREWS (GRADE 2 CRS) W mL I INTO MIAMI-DADE COUNTY APPROVED MULLIONS O cs j OR o INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENE 0TRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) E '� t1 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) $ g 1 jl I! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) oP a HI. 5 i. TYPICAL EDGE DISTANCE 6 INTO CONCRETE AND MASONRY - 2-1/2- MIN. p I nA INTO WOOD STRUCTURE = 1" MIN. j INTO METAL STRUCTURE = 3/4" MIN. c V t5 i is WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. o o g d � ry O 2 I • • • • • • • • • • • • CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN. C-90 e, g g g t1A • • • • • • • • • '> 2 • • • • • • • • • HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm 2000 PSI MIN. d o 0.0 I N 70592 . • • • • • • • • • • • • • •,,:.K ci!.. c:e Florid. Ll n• S MT: • • • • • E;�rnonDaep joAj�/9• • TATE OF no. • ALL•JOINTS XMD•FRAI)fE CONNECTIONS SEALED WITH BY_{LtAQ 7iuyp �% OR\OP•.•' \�� ` W09_08 ivli:nni )NAL Dad�e�lroduct Co.tr.i �i AS ' .. �� � JOINT SEALER. �ld\�\`�� sheet 3of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o w o q1 3 T. Q a oo.�.. coi 0 H Vym O MIAMI-DADE COUNTY pg APPROVED MUWON eee^ppp SEE SEPARATE NCA TYPICAL ANCHORS 8 dJ N SEE ELEV. FOR SPACING Q FF m J ��gJ N -_-_ _ V - J J h p; V WINDOW WIDTH WINDOW WIDTH g 3M n g C) 3 z TYPICAL ANCHORS O N J SEE ELEV, FOR SPACING I (.) p 0 Ow Waom�' D 1/4' MAX O VENT WIDTH 1/4• MAX 1/4' MAX. SHIMS 1BY METAL SHIM 9 WOOD BUCKS SHIM STRUCTURE 8 7 20 0 o�n R v,o TYPICAL ANCHORSSEE 5 o a o 1 2' - _ _ _ _ _ _ - - - - - - - - - - FOR SPACING TYPICAL ANCHORS q SEE ELEV. s a x - - - - -..........- _ - FOR SPACING ILI m- - _ y. h n .._ .- - .. CONC. 4 c g m m a SCREEN OPTIONAL-------- • • •♦: : • /4 : • a o 0 8 N • • •. •N� • C u G u EXTERIOR • • • • • 1i •' • • • �� � ....... PRODUCTREVISED D.L. OPG. '1 + az complying with tho Flod6 • • ♦ • - .• i'.♦ •'.. • • • • • •Building Code � {T :• � : fx — $ WINDOW WIDTH • • • • • • • Pxpitntinn Uatep pB (� 1 �� • ♦ • • • • • • • • • • • •R �• STATE OF.��` drawing no. • ♦.. • ♦ MyiatnLTTod�ol �•,�iS •.!2oRlo�. ,�'��. W09-08 Lra L ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Pf'SN ¢ PART ¢ REQD. DESCRIPTION MAll;xter. MANF./SOPPIdER/REMARRS 1 FY101 1 FRAME HEAD 6083-TB - 2 FY715 1 FRAME SI EDGE DIST. TYPICAL ANCHORS P SEE ELEV. FOR SPACING e N O ALT. ALT. e TYPICAL ANCHORS PACING —DADE COUNTY APPROVED ION & MULLJON ANCHORS SEPARATE NOA TYPICAL SEE ELEV. FOR TYPICA SEE ELEV. FC rA H � o J J n N i � R vi w 8 N'D E3 100 i5n oo H Z 3� $ �R o Uu)04 Lw lj w WaoM k • • • • • t • • t • o o � o • • •• t • f • • m O u o AA INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER • • • • • • • • • • • • • • n" n 3"•i.htilt Florida = k ' • • • • • • • • u�itain$ Code = ix ' i x� = gg • • • • • • • .Acapttnc., iVa 1'L011.1 _ — S � a • • • • • • • • • • • rr-- '�" A OF • !(Y� drawing no. Mimi Dade. P.rcMfidct c0000l .�. �itJ�%.` W09-08 ••• • • • • ••• • • • • • • • • • • • • • • • f • • • • • • • • ••• 0 0 0 ••• • • j-2.750 062 LLA 1.688 7�0 813 — -�T 2.812 Q FRAME HEAD 1.zoz-1 —7 .062i1.4-22 2.188 1.375 1.001 Q FIX. MEETING RAIL 1.340-- 1.250li .062 2.0,[`il 63 1.140 0 VENT TOP RAIL VENT BOTTOM RAIL FRAME SILL U FRAME JAMB .394-1 -y �.130 .045 I I—�803 .050 — 83 .04,5 I 03 O8 �1 1.047 84 --1 Itl O 1 6a GLAZING BEADS .434-1 1.067T,08 .621 VENT SIDE RAIL 1.247 1.254 .078 1.445 L.963 11 SPRING LOADED LATCH n — 2.6 .0 j 62 .500 89 b 2.811 23 FLUSH FRAME ADAPTER 7 1 4 'MIA • �90 • • FRAME .ORN R DETAI- 000 • • • • • • • • • •^.tplvlrg • • PRODUCTi26V15f3G tvitlt 19lb F90PY8Ee Bu!Iring Cafie = _ .. 000 • • • • • • • • • • • • Amep!aa:e No L O11.1}, Expiration DaEe�Q v • • • • • • • • • • • • • • • • • • By � OF ATE •��� drawing no, Mienti Daefe Prnaucl Ca[ktol -,.44�........ ., W09-08 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-WOE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy. 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 County) resirve the right to have this product or material tested for quality assurance purposes. If this product or ma:M11•fails tq ..... perform in the accepted manner, the manufacturer will incur the expense of such testing and the MJ may immediately revoke, modify, or suspend the use of such product or material within4ieir juris&c?ioa REP....: • reserves the right to revoke this acceptance, if it is determined by Miami-Dade•Ebtmty Product Controt .... Section that this product or material fails to meet the requirements of the applicable.l?diftg co* ..:. ' This product is approved as described herein, and has been designed to comply with' fie Florida Building ...... . . .... Code, including the High Velocity Hurricane Zone. • • • • • • • • • • ; • • • DESCRIPTION: Series "Eco-Guard 200" Aluminum Horizontal Rolling Window-L ME- • APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-200-Alum Horia..)?.®iling Wdw. (L-M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/J7; kepared.l y ,�l- ; • • • •; Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County P;Qdtltlt 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# 15-0728.05 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. .5;, 2. NOA No. 171102.23" 011"4,1V18 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 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 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 20.3-94 ; • • •' • 4) Forced Entry Test, per FBC 2411.3.2.1. and*"F& Z!02-94 • along with marked -up drawings and installation diagram of an w4tZftum l orizental sliding window, prepared by Fenestration Testing Laboratory, Iz ; *, Test Re port No. FTL-7635, dated 12/09/14, signed and sealed by Marlin. D. Br%4Qu,'P.E. ; • • • • • (Submitted undei-At%k414-0317.1) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •' " " 2) Uniform Static Air Pressure Test, Loading 0 TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-$4 . ; • • • • • 4) Forced Entry Test, per FBC 2411 3.2.1, TA$•302:94 • • • 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 NOA909-0312.08) 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. BETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#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#09-031Z#8) 5,��gnq zA4,v Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBAMTED B. TESTS (coNnNuED) 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 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XO�a�" • • horizontal sliding window, prepared by Hurricane Engineering T, *0 sting, Inc' Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealed D.; andidp F'Vont, P.E. (Submitted underIV0. 909-012*08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 204•�4•; ; 2) Cyclic Wind Pressure Loading per FBC, TAS`203-94 along with marked -up drawings and installation diagram of a X;E�ainym • horizontal sliding window, prepared by Hurricane Engineering & Tasting, IiMC , Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed 1 y Gsandido T-cjt, 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 seated by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5ei Edition (2014), dated 07/08/15, complying with FBC 6tb 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 &�j Shang 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 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 Editidt �02014), 'Mth VBC 6tl. • • •' • Edition (2017), and of no financial interest dated October 12,''Z017+ preps red 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 Sys'tIMM's, LLC for their '. Series "Eco-Guard 200" Aluminum Horizontal Rolling Windory - L.M.I.", �hWed on 09/03/15 and expiring on 05/27/19. e """ >rtanq A4V Wang Zhao, P.E. Product Control Examiner NOA No.17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-3 WINDOW WIDTH 3 1/2' MAX. HEAD/SILL CORNERS 4" q 3' 3 � in l? II 11 II D II II II II I II II E 4 II II 11 II I I 3 II II I I 1 I/ FALSE MUNTTNS 31 1/4' (SURFACE APPLED) MAY BE US D.L. OPG. 32 3/4' D.L. OPG. 3S 3/8' THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 3 1 /2" MAX. Z HEAD/SILL CORNERS FALSE MUMINSj / I 32 (SURF BE USED D.L 38 1/8' NEAT STREN'D. GLASS 1/8' HEAT STREN'D. CLASS 090" Interlayer 090' Interlcyer Troslfol PVB SentryGlaa By 'Kurcray America, Inc.' By 'Kuroroy America, Inc.' 1/8' HEAT STREN'D. GLASS 1/8' HEAT STREN'D. GLASS ILICONE SDOW DOW CORNIN GE 2000 899 CORNING 899 GE SCS 2000 3 m m 2 Q 29 AT 1/4 POINTS ON LITES 9AT 1/4 POINTS ON UTES WIDER THAN 36' ONLY WIDER THAN 3e" ONLY GLASS TYPE 'A' GLASS TYPE 'B' 10 5/8" MAX. 4" HEAD/SILL CORNERS 32 3/4' ANCHORS AT WM. STILE ENDS TYP, ANCHORS REDD. FOR SIZES AND LOADS KEO WITH '"' ON SHEET 2 ONLY ECO-GUARD SERIES-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 MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL TO QUALJFY FOR SMALL MISSILE IMPACT RATING WILL APPLY TO ENTIRE SYSTEM. EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (8TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1/8' HEAT STREN'D. GLASS 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 5/16" AIR SPACE TO THE BUILDING STRUCTURE. 1/8' HEAT STREN'D. GLASS ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE 090" Intedayer MATERIAL SHALL. BE BEYOND WALL DRESSING OR STUCCO. Trosifol PVB By 'Kuroroy Americo, Inc.' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. 1/8" HEAT STREN'D. GLASS MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT CARDINAL XL COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE LACE SPACER REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARD! ST. STEEL THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SIZE SPECIFIC PROJECT, Le. LIFE SAFELY OF THIS PRODUCT, ADEQUACY SILICONE • • • • • • OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 1/AM 1NF"ATION RESISTANCE ETC. 2 II DOW e99 • � • • • • tONDITIORS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, i I. • .I • • • • %D•TO tE REVIEWED BY BUILDING OFFICIAL 111 fl / ••• . ••• ••• • ••• \��P ////� , PRODl7CTlt^lVt :p 70SM • 2. • • • • as 0tg •airh lYce Ftc:?da 000 000 poildnrg ijdhw' rnac — * �I. = AT 1/4 POINTS • •SETTI BLOCKS•jAT • • • • A=;,tmtwfWr 1^it02.19 29 ALL SIZES • LAM. LASSgA.ND IYSUL USI GLASS • �Piraliou lY.tle�p q i A OF '/ • ONOTC �LAZtNG � LEG JO C �LO6ICS • • GLASS GLASS TYPE • • ••• • By • • _� � C9``��/`/ Miami bed. Pmd:ict Ccnnal /i `�/®pfs► �y���% .... ....... . . . . . . . . . . . . .. .. . . . .. . . ... . . . ... . . crowing no. W09-12 DESIGN LOAD CAPACITY - PSF (XO. OX OR XX SIZES) WIN➢0! DIMS. A W/o Rma. WITH REM. GLASS TYPE 'A' IXT.(+) INT.(-) GLASS TYPE '8' EXT.(+) I INT.(-) GLASS TYPE 'C' -(+) INT.(-) WIDTH HEIGHT 28-1/z• 37' 55-1/e' 74" 28' (3) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37' 53-1/8" 74' 38-3/8" (4) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 $0.0 5 70.0 80.0 80.0 90.0 70.0 $0.0 8 70.0. 80.0 80.0 90.0 70.0 80.0 26-1/2" 37" 53-1/8• 7C 50-5/e" (5) 4 80.0 80.0 90.0 70.0 804 4 _70.0 70.0 80.0 80.0 90.0 70.0 BOA 8 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37" 53-1/8" 74' 63" (6) I 4 70.0 80.0 80.0 00.0 70.0 80.0 4 63.9 80.0 90.0 70.0 $0.0 6 70.0 _77.5 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 50.0 80.4 *1 70.0 80.0 24" 36" 46• 80" 72" (3) 4 70A 80.0 60.0 90.0 70.0 50.0 4 70.0 80.0 e0.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 5 70.0 80.0 80.0 90.0 70.0 W.0 a 70.0 80.0 80.0 00.0 70.0 80.0 24" 36" 48" 60' 72" (4) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 1 00.0 70.0 80.0 8 1 70.0 80.0 50.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 B 70.0 80.0 80.0 00.0 70.0 50.0 24" 36" 48• 80' 72" (5) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 60.0 90.0 70.0 80.0 6 70.0 80.0 60.0 90.0 70.0 80.0 5 70.0 80.0 60.0 90.0 70.0 80.0 a 70.0 80.0 80.0 1 90.0 70.0 1 80.0 24" 38" 48' 60' 72' 60- B) 4 70.0 80.0 60.0 1 90.0 70.0 80.0 4 70.0 80.0 80.0 1 90.0 70.0 80.0 8 70.0 70.0 60.0 90.0 70.0 BO.0 6 70.0 70.0 80.0 90.0 70.0 80.0 a 70,0 70.0 1 80.0 87.8 70.0 80.0 A - NO, OF ANCHORS PER HEAD & SILL O NO. OF ANCHORS PER JAMB 4 MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DINS. A W/O REINF. TM REINF. GLASS TYPE A' FXf.(+) INT.(-) GLASS TYPE 8' EM.(+) INT.(-) GLASS TYPE 'C' (D(7.(+) INT.(-) WIDTH HEIGHT 74' 108-1/4" 111' 28" (3) 9 70.0 60.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 00.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 106-1/4" 111' 38-3/8' (4) 9 70.0 80.0 1 80.0 90.0 70.0 80.0 12 70.0 80.0 BOA 90.0 70.0 80.0 r 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 108-1/4" 111' 50-5/8" (5) 1 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 W,O 12 70.0 80.0 80.0 90.0 1 70.0 80.0 74" 106-1/4" 111' 63' 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 82.8 70.0 80.0 12 70.0 1 70.0 80.0 80.4 70.0 80.0 72" 84" 96" 108' 24" (3) 9 70.0 BOA 80.0 90.0 704 80.0 9 70.0 50.0 50.0 90.0 70.0 60.0 12 70.0 50.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72' 84" 96" 1o8' 36" (4) 9 70.0 80.0 50.0 90.0 70,0 $0.0 9 70.0 80.0 50.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 1 70.0 $0.0 72" 84" 98" 108" 4B' (5) 9 70.0 50.0 1 $0.0 90.0 1 70.0 80.0 9 70.0 80.0 1 80.0 90.0 70.0 80.0 12 70.0 80.0 50.0 90.0 70.0 60.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72' 84" 98' 108' 80' (8) 9 70.07 70.0 50.0 90.0 70.0 80.0 9 70.0 70.0 00.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 BOA 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 0/3W) 0/3W) (1/3W) DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DINS. A A 0 REINF, WITH REINF. GLSS TYPE 'A' ---(+) INT.(-) GLASS TYPE B' EXT.(+) INT.(-) GLASS TYPE 'C' EXT.(+) INT.(-) WIDTH HEIGHT 74" 108-1/4' 111' (3) 9 70.0 1 80.0 80.0 90.0 70.0 80.0 12 70.0 1 80.0 80.0 90.0 70.0 60.0 12 70.0 1 $0.0 Sox 90.0 70.0 50.0 74' 106-1/4" 111" �_ (4)8" 9 70.0 80.0 80.0 90.0 70.0 80.0 - 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 74" 50-5/8" (5) 9 70.0 60.0 80.0 90.0 70.0 30.0 74" 63" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 72" 84' 98" 108" 24" (3) 9 70.0 80,0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 1 70.0 80.0 80.0 110.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 _ 80.0 72" 84" 96" 108" 36' (4) 9 70.0 80,0 80.0 90.0 70.0 80.0 9 70.0 80.0 60.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 - - 80.0 90.0 70.0 80.0 72" 84" 1. 5) 9 700 80.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 2 70.0 70.0 80.0 90.0 70.0 80.0 r72- so' (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB (1/4W) (1/2W) (1/4A) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH •• ••• • • • • • •• 'XOX' • • • • • • • • • • •• • • • • ••• • .. ..• •. . . • •. 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 0.S Contpiy ing ivilit fs::'Irn:da ALL EXTERIOR(+) LOADS SHOWN AN IhYS SHEEL ARF• • • 000 000 Bult�irV+_a1n = FOR WINDOWS WITH ADD -ON R;E j AT••FRAME:30. 0 • aoc4Pca w 1 e .aji = • • • Expireriw Data FOR STD. SILL (NO RISER) LIMIT•EXT.(H•) LOADS•TO 6i.0 PSF• • IY ';O SEE SHEET 3 FOR DETAIL. • • • ; • • • : • • • • Mk„�wa ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . �A P� WW L d iG Q ;5 M m M � Z 3 3 N o La c4 WDoo g It is drawing no. W09-12 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMIe-DADE' COUIM'APPROVED MULLION 0t MULLION ANCHORS SEE SEPARATE NOA 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 WEEPHOLES: 1/4" DIX ULTRACON BY 'ELCO' (FU-177 KSI, Fy-155 KSI) WI - 3/8" X 2-1/4" WEEPHOLES AT EACH END INTO 2BY WOOD BUCKS OR WOOD STRUCTURES AND 37" D.C. MAX. 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) SEALANT: 1-1/4"MIN.UCKS EMBEDNTO INTOONC. OR CONCRETE LOCKS (HEAD/SILL/JAMBS) JOINT SEALER. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DARE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN, PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EWE 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. • • • • • 'Q CRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. • • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN, • • • • • • • \1111 I111/I , 70502 PRODUG7' REVISED — ' • • • • • • • • • • • a • as complying with the Florida • • Baildicg CodaA�c = g • • • • • • • E>w,' stinn IhrA 2.13 •. ATE OF �4 Miami �'�./ �lNA1. � D ra��i c� 1 ��•�• /lllllll\\\ ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • U 9 J J o5M 0 tb I Z 31-' V Ow w 002 0� 1 drowing no. W09 —12 1 /4• MAX TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR SPACING 0 O SCREEN STEEL REINFORCING AS REOD. SEE SHEET 2 FOR CAPACRY MWdI—OAOE COUNTY •• ••• • • • • • •• • •• • • • • ••• • PRODUCT REVISO) • •• • • • • • • • • • • &W."pillytrhh tha Fk rdd; • • yjidiog ode • • • • • /cuptm,* 140 • • • • • • • bTimtimK)Atc iQ • • • • • • • • • • �I Miami Oxdo ArrhXtCn»r<ai • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • to z G lyj e1 O ogffoo� 1 �J s q 0;5— Z 3� U W 80 7*0582 I ATE OF : drawing no. oaU..." W09-12 /i1/oAIAL„ %, $heat 4 of 7 U o EDGE DIST. METAL STRUCT RE ..� T SEE ELEVMULLION FOR SPACING EDGETYPICALCHORS DIST MIAMI—DADE COUNTY APPROVED & MULLION ANCHORS SEPARATE NOA m gg j •.. i.'' • SEE EDGE O h e I .' • e. I DIST. Z I F R 4L� U I CWY! yy DoN B••�g B �f 8 LL ALT. a ICC ANCHORS SEE SEE ANCHORS Q 4� Z FOR SPACING FOR SPACING " Jnm� ab54s � J $I to m M O�M� - moo J I/4- MAIL SHIMS 29 ALT. TYPICAL ANCHORS SEE ELEV. NJ U w ... FOR SPACING -, W L_I 0011q TYPICAL ANCHORS SEE ELEV. FOR SPACING , j u �9 d e •30�3 F `, 2 a k a (U o e w ALT. • • • • • • • • • • • • !%' ;2I INSTALLATION DETAILS WITH FLUSH• A'RAMF.•'A R• ``` )P ucFN�� N �..,v. PRODUCT REVISED _ • � 'y • • • • • • • • • • 0 m �W+YIS ms with dw Florida ' p • • • • • • • •.Uml*g code � p.. • • • • • • • EtRistkm Late lt;i�9 i TE OF '•_4#Z000 drawing no. EDGE DI5T. hirami �� Dula Protltct CnnlroT S � f lAL ilt ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (1� FRAME HEAD I�-1.140--I^-1.810— l 1.067 1— 3/16' .715 1— 1.434 17f- 062 II� 1.140--I 12 11 VENT TOP/BOTTOM RAIL STEEL REINFORCING ,045 •803 .043 I .803 -i 1.047 10 GLAZING BEADS O JAMB STILE 2.501 IrI ---- 1 1.140 1.340 .062 ILCCLC��r�����JJJ111 -5i00 1.344 n MEETING RAIL �2 FRAME SILL 2.188--j 1.314 -.250�. 1.422 2 .340 ,312 .D62 1.20 .2 1.375 SLL TRACK MOV. FRAME JAMB © FIXED MTG. RAIL .062 2.812 2.730 2.688� .062 69 1LE.L 688 2.611 O5 FIXED FRAME JAMB I O FLUSH FRAME ADAPTER ITEM PART P QUANTITY DESCRIPTION MATERIAL MANE./SUPPLIER/REMARXS 1 FY201 i FRAME HEAD 6063-TO - 2 FY202 1 FRAME SKL 8083-TB - ^ 3 FY203 1 SILL TRACK INSERT 6063-T6 - 4 FY205 AS READ. MOV. FRAME JAMB 6063-To - 5 FY101 AS READ. FIXED FRAME JAMB 6063-T6 - 8 FY104 1/ VENT FIXED MTG. RAIL 6083-TS - 7 FY1D5 1/ VENT VENT INTERLOCK 6063-T6 - 8 FY206 I/ VENT JAMB STILE 6063-TO - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-TB - 10 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 6063-TB - 1DA FYI10 AS READ. CLAZING BEAD (INSUL LAM. GLASS) 6083-T8 - 11 - AS READ. REINFORCING BAR STEEL - 12 - AS REOD. RONFORCING BAR STEEL - 13 FY204 AS RTEOD. ADD -ON SILL RISER 6063-T6 USE AS READ. 14 FY208 4/ VENT ROLLER HOUSING k GUIDE CELCON 15 FY209 2/ VENT ROLLER BRASS 16 FY210 2/ VENT ROLLER PM ST. STEEL 17 08 X 1' AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 /8 X 3- 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 1 W23181 AS REOD. FIN SEAL W'STRIPPING - ULTRAFAS 20 1 03ODT190 AS REOD. BULB SEAL Q-LON SCHLEGEL 21 E207 AS READ. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65t5 22 E203 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 85t5 23 FLB-50 AS READ. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN @ ASSOC. 25 /8 X 1/8' 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WOW. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL 28 FY120 I - I FLUSH FRAME ADAPTER 6063-T5 OPTIONAL 29 - 1 2/ LITE i SETTING BLOCK EPDM DUROMETER 8Ot5 SHORE A • • • • • • • . • . . . • • • • . . • `AA1A11111 1/f/// �•`�J9+O. AH.. • • • • • • • • • PRODUCTREVISED • • • B4��r� r++th tha Fhxid� = � � ' * - � � b • • • • • • • • • • • B�"'g CoA' • • Ac "' `' R�li Dau� j�y ,lLQf� . OF •Kj 'i drowing no. • • • • • • • • • � � DP..•• \�� W09-12 A4L�eui Aade Fsadac/Canard //f / f l l AL 1 AVV sheet 6 Of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 17 17 ��V q op b J m. U V�Neri :In$g FRAME TOP CORNER J W VENT TOP/BOTTOM CORNERS m ,7 O oM Z3� 3 Z l}aJ NJ O W a�0 8 O O y� �• �j 0 =osa 00 FRAME BOTTOM CORNER < PRODUCT REV,SEO 18 • • • • • . • • • : • { • :ICrvith the Fior[dd $ ijj • • • • • Acat,PWnce Tb J102.2$ i • • • . • • • • Exgrntion '�� drawing no. vo FIXED MTG. RAIL CORNER • • •.• • • 8��� i;A�')q�_,p i� �• l� �`� ht�ane e�—Pmau' eeCavua �� �t AL�� �` sheet i of 7 /11111 ` ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• M DALE psw IVfIANII-DARE COUI`'TY, FLORIDA DEPARTMENT OF REGULATORY AND ECONONQC RESOURCES PRODUCT CONTROL SECTION BOARD AND CODE ADNgNISTRATION DIVISION (�) 11805 S W 26 Streel Room 208 T (786) 315--2590 F (786) 3 i5-2599 NOTICE OF AiCEPT��E (NOA) v-rwv.miamidade.gov/econ0mV Eeo Window Systems, LLC -8502- NW 801b Str-eet -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 C4un�7 IER. ..... Product Control Section to be used in Miami -Dade County and other areas where allo;dd by tte AghoritY • Having Jurisdiction (AHJ). 0 0 6:6 6 * Go 0 0 9 6:0 This NOA shall not be valid after the expiration date stated below. The Miami'-i1bM County'Pralriet: • • • • : Control Section (In.Miami-Dade County) and/ orthe A U (in areas other than Hand *Mjje Co jreserve..... the right to have this product or material tested for quality assurance purposes. If tj :oduct or material..:..' falls to p-TfOnn in the accepted manner, the manufacturer WE incur the expense of Su dh testing h.i Iki per..... . may immediately revoke, modify, or suspend the use of such product or material witkinetheir jurisdiction_ RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada COON a rpducte0 • • : • Control Section that this product or material fails to meet the requirements of-theapghcaft builling code. :....: This product is approved as described herein, and has been designed to comply witTi'th Flmida.B;�ding • • Code, including -the High Velocity Hurricane Zone. DESCRIPTION.: -Series KECO-Guard Clipped" Aluminum Tub M —L-M.L APPROVAL DOCK: Drawing No. _M14 01 Rev. A, Series titled Aluminum Tube Alullion", sheets 1 through 9 of 9, dated 05/19/14 with the latest revision dated 11/15/I7, prepared by AI-Faroeq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Section Revision stamp At[i the Notice of Acceptance number and Expiration date by the Miami -Dade County Product -Control Section_ AUSSILE IMPACT RATING: Large and Small- Missile Impset Resistant LABELING. Each -= shall bear a permanent label with the manufacturer's game or logo , City. Stte- M--ies, 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. TERA NATI-ON 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 afthis NOA shall be cause for termination and removal of NOA. At3VERTTSE112ENT.:- The NOA number preceded by the words Miami -Dade Coin Florida, followed by the- expiration date may be displayed in advertising literatire_ If an anddisplayed, then it shall be done in its eritire°ty. Y Portion of the NOA is INSPECTION: A copy of this entice 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-Ne�,14-b-29.16 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 NL P3asencia, P. E. saffismomm MIAMFDADECOUNFY NOA No. 17-12TRA4 ,e Expiration Bate: Octaber23, 20I9 Approval Date: February 22, r -18 O 2/1 L f t Page I Eco Window Systams, LLC 1. A. M* NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBAUTTED UNDER PREVIOUS APPROVAL # 14-0529.16 DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 114--01, Series titled "Aluminum Tube Mull on", sheets 01 through 09 of 09, dated 0-5/19/14 with the latest revision dated 05/23/14, prepaiMAy Al- Farooq Carporation, signed and sealed by Javad Ahmad, P. E. TESTS ...... L T_ est reports on: 1) Air infiltration Test. per FBC, TAS 202-94 • • • • •. :...:. ; • • • • 2) Uniform Static Air Pressure Test, Loading pd M - , TAS 202•-94 • • ; • • • 3) Water Resistance Test, per FBC, TAS 202-9.4. • .. • . ; along with marked -up drawings and installation diagram of-e• ch- e- yped .alu ahjum •' mullion atxed windows, prepared by Hurricane Engineering'& Testing; lw�.Test • • • • • • Report No. HET148-2I92A, dated 0I/15/0}, signed and seale� bY'Candiaq�F, Font, ; • • • • P. E. . . . 2. Test reports on_ 1) Large Missile Impact Test per FBC, TAS 201 94 2) Cycrc Vmd-Pressure Loading -per FBC, TAS 203-94 along with marked up drawings and installation diagram of a clipped aluminum mullion at a fixed window/ a single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s BETI-08-2192B and BETI-08-2166C, both dated 01115/09, signed and sealed by Candido F. Font, P. E. 4. Test reports on: 1) Air Lfiltration 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 F RC 24113 2.1, and TAS 202-94 along vyith marked -up drawings and Dstallation -diagram of a coed aliumn um mullion single hung window. prepared by Hurricane Engineering &Testing, Inc, Test Report No. BETi-08-2`3:66A, dated 01/15109, signed and sealed by Candido F. Font, P. E. C. CALCULATIONT S 1. Anchor verification calculations and structural analysis, complying with FBC201-0 and FBC- V1 .Edon (2014), prepared by Al Farooq Corporation, dated 05105114, siaoed and sealed by Javad Ahmad, P. E_ D- QUALITY' ASSUR-4NCE 1. I'Iiami Dade Department of Regulatory and Economic Resources (RER). L TAIIATERM.1 CERTIFICATIONS 1 STone- JoMe M. B"enria, P. E. Franct Control Unit Supervisor NOA No. 17-121&14 Expiration Date: October 23,.2019 A:ppmvaiDate: February22,2038 E—I Eco Window Svstems. LLC NOTICE OF ACCEPTANCE: EVIDENCE S-UBAUMD F. STATEMENT'S 1. Statement letter of no financial interest, conformance to and _complying with FDC 2010 and FBC 51h Edition (2014), issued by Al-Farooq Corporation, dated 05/23/14, signed and sealed by Jayad Ahmad, P. E. ; • • • ; • 2. Department of State Certification of Eco Window Systems, LDC as' a limited liability" company, active and organized under the laws of the State of €l -dated g341/13 . • and signed by Kurt S. Browmin.g, Secretary of State. ...:.. 3. Laboratory compliance letter for Test Reports No. ;s • •DTI-��92A,• • BETI-08-2 92B, HETT-48-2166A and HKI I-0S-216SC" all issued by •': • • Hurricane Engineering & Testing, Inc., dated 01115109, and - jgdLe i by...... Candido F. Fond P. E- ...... .' 4. Proposal No. 08-0236 issued by the Product Control, dater 09/(k?/08, : SjAnqd bye • • •: • Manuel Perez, P. E. ; . • . ; • • • G. flTII-ERS 1. None. 2. NEW EVIDENCE SUBMITTED A. DRAWLNGS 1. Drawing No. 1V114-01 Rev. A, Series titled "Aluminum Tube Pvluffion7, sheets 1 through 9 of 9, dazed 05/19/14 with the latest revision dated 11/15/17, prepared by Al rarooq Corporation, signed and sealed by Javad Ahmad, P_ E. B_ TESTS I. None. C. CALCULATIONS 1. Structural analysis, complying with FBC 6ei Edition f2017), prepared by Al-Farooq Corporation, dated 11/30/17, signed and seated by Javad Ahmad, P. E. D:. QUALITY ASSURANCE 1. 112atni--Dade Department of regulatory and Economic Resources (RER)- E. MATERIAL CETMCATIONS L None. I " - �: W--!! f orge m. r asencia, P. E. Prod ct Control Unit Supervisor N-GA NO-1 i 1218.14 Expiration Daze: OCtOber 23, 200 Approval Date February 22, 20r8 E-2 Eco Window Systems. LLC I NOT10E -OF ACCEPTANCE: EVIDENCE SUBA TIED F. STATEINMNTS 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. . , , .. , • . , • ... , ; .... . ..... ...... . . ..... .... .. .. ...... . . . . ...... M. Plasencla, P. E. ProTiorge Control Unit Supervisor NGA No.1.7-1218.14 Eaplratlon Date, October 23, 2019 Approval Date: February 22, 2018 E-3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • ••• ••• ••• • ••• • • ... .. •• • • • • • ••• •• MULLION SMTEM'13'RATED FOR, LARGE MISSILE, IMPACT. AND CAN BE USED WITH ALL MIAMI-DARE COUNTY APPROVED IMPACT AND NON —IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE 6JULUONt USING MULUON PROPERTIU ONLY NOT S: 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 MULUONS MUST MEET THE APPUCAELE BUILDING CODE REQUIREMENTS I.E WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 1BY OR 2EEY W000 'BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHML 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 .DUNTION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER OISSIMILAR MAMU" SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA 'BLDG. CODE B ADOPTED STANDARDS, THIS PRODUCT APPROVAL 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. La. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECBW 40 THIS PRODUCT AND SEALNO MOUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS .DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO .BE RENEWED BY BUILDING 'OFFICIAL. INSTRUCTIONS USE CHANTS AND GRAPHS AS FCLLOWS, STEP T, FOR PAINE RETETICUTAR OPEWNC. DESIGN LOAD REWIRED PER ASCE 7 ,STEP 2 USE MIAMI-DARE COUNTY APPROVED GLAZING PRODUCTS MEERNG ABOVE LOAD REJQUIREMENIS. STEP 3 USECONNECTIONTO MUWON AS PER PRODUCT USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH SIEL4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED N STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS S THRU 0 AND ANCHOR CHARTS STEP DN SHEET 4, SELECT ANCHOR TYPE PATH DESIGN RATING HORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. I YUBULAR SHAPES 4Aoo-•---i ALLOY o 600-TS :T MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING lj .'Q IY)J J 0 20 �ab,0 .�H,� PRODUCT REVISED �_L — a, eom tyln00 with•1he Plorld, ' 70�92 Building Codo �'! ! ;'it - NOA-No. 17-1218.14 Expiration Date 10123/2019 kk" , 67. 1EOF •l j: drawing By �'� ARC: 1DPr.��Gy�` M 14--01 . . ... .. .. • . • .. .. . . .. ••. . . . . . . . . . . • 1.000 1.000 2A00 / Y 125 ��'•I�` 2.00D• 123 2.000—y 250 V • • 1.1.000 125 0 0 1 • "� .125 75 • • 08 a, .123 �q 4.000 4.000 .123 4.000 L � 3.000 dOW '-.129 L• • • • • • • • � G Ld • • • • • • • • • 6.000 g•O00 ,Q M.p • • • •• V0uj vt s7 . . . • apILI] Lu d2i • • L .t23 .arD papa Ix A .9602 IN\4 13[ 2.0374 11\4 Ix + 1.538 IN\4 Lt S3.1878 IN\+• IX + 2.0762 IN\4 x: a .6335 h1\3 Sx .. 1.0187 IN\3 Sx + 1.0254 W\3 SX . 1.5939 tN\3 SX m 1.4881 11I\3 Z 1 X 4 1 X 3 1 X 4 2 X 4 "b b IkA IDN7 STD, MUIIION CUSTOM Mu11uo CUSTOM MULI ION STD•'MULLION 6063-1'6 6063-70 6063-T6 6063-TS 6063-TS C) IX + 0,2757 IN\4 IX + 15.2031 w\4 Z J Sx a 2-7580 01\3 SX + 5.0677 IN\3 O] _ 2. X 6 - 2 X 6 j 6083- L4.�dTs-LLQN HEAVY MULLION 6063 T6 ~ 3$M 0 O z Imi z � 0 Wme� .71 D 1.718 �. .123 .125 2.125 .1252.125 e R TO'• I 11P. S 2.000 L 1 s.soo� —5,500 2.000-1 s NOTCH NOTCH o OPTIONAL 1/2• OPTIONAL 1/2' !-•� 1 1 lrr < MIN. AON. ....r �9 KNale � 4 1 0 PRODUCT REVISED Et C 1 /2" a MIN.0 1•. as complyyingg with th0 Florida MIN.MIN, Buliding CodO _ : it c N0A-No, i.7.1:218.14 ExPlratlon oats 1012312019 tATE OF �d�v�Inqn ANGLE Does-Ta MULLION CLIMULLION CIIP G6063-T6 6063-TB Product on m s/�►iirAl ��� ` 11 r I1111 shots 2 of 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . AlffDOTI DESIGN LOAD DIMS. CAPACITY 1 X 5 STD• 120,0 - 1 S d SID. 120.0 YSF (Tuns 1 X 9 CUt3TOH 120.0 MUU30NS) l Y 4 CUSTOH 120.0 2 X 4 STD. 120.0 2 X 0 6T0. tz0.0 8 X 0 HEAVY izo.o WINDOW DEMON LOAD DIMS. CAPACITY L X S 75.J - 1xx1 A 120e PSP (TUDE 1 X O CUSTO�! 1t0,0 HULLLONS) 1�X d t2o.o 2 X 4 D. 12D.o 2 X O 81D. 120.0 B X a HEAVY 120.o ItiND019 wlDTtl (w) i9-t/8" 20-1/2' 30' 37' 42' 40' 54" 60" 86` 72' t9-1/8• 20-1 2' / JO' 37" 1. 48" 54" 60' 68` 72" 19-1/8" 26-1/2' 30' 37• 42' 40' 64" 80' 66' DESIGN IAAD D17d5. MULL SapH 120' 132' 144" CAPACITY I X O STD. - 1 X •4 STD. PSF (TUBE 1 X 0 CUSTOIt HTD,LION9) 3 R 4 COSTOY 69,9 2 R 4 STD, 88A 8 R 8 STD. 120.0 ^ X 8 i2RX a 120.0 VAU1H 1;1Y) i9-f/6• 26-1/2' 30" 42" 48' 84' 80' 88` 12, 19-1/8' 20-1/2' 30' 37` 42' 48" 54' 60" 60" 12' 19-1/8' 26-1/2' 30' 37" 42` 48' 54` 80' 66' 72" 10.1/8' MULL SPAN 38-3/8' 42' 50-0/0' m (W) 1s- 20- 2` 4640 37' 42' 48' 54' • 60' 68` 72- • 19-1/B' 26-1/2' 30' 37` 42' 48' 94' 60' or 72' 19-1/8' 28-1/2" 30` 37' 42' 48" 64" 80' 86' 72' 19-1/0• LL AN • 0 • •••k2b j4-V4" • • • • • • 0 84, g8• 120.0 120A 120.0 120.0 120.0 120.0 120.0 54, 1 .4 68.0 120. 0 120.0 120.0 43.2 40.4 110.9 120.0 120.0 12o,o 126.0 120,0 120.o Imo 120.0 91A 77.7• 11tlA 120.0 120,0 120.0 - - - JB.2 35,7 97.9 120.0 120.0 120A 12A.0 120.0 120.0 120.0 120.0 74.0 83A 111.0 1I6.J 120.0 120.0 - - - 30.9 28.9 794 120A 120.0 120.0 120.0 120.0 120.0 120.0 120.0 69.2 55,5 98.6 102.4 120.0 120.0 - - 273 25.5 89.2 120.0 /20.0 120.0 t20.0 120.0 120.0 120.0 8 89.6 120.0 120.0 - - - 23b 223 81.2 120.0 111A 120.0 120.0 120.0 120.0 120.0 120.0 120.0 51.7 • 4t3.2 06.7 79.7 120.0 120.0 - - - 212 - 94.4 90.4 112.5 120.0 120.0 120.0 120.0 120.0 120.0 _ 71.7 120.0 120.0 - - - - - 40.0 89.5 1023 t20.0 120.0 120,0 120.0 120.0 120.0 4/.5 • 7A.3 8270 6-2 119, 120,0 - - - 44.5 81.3 93.0 t20,0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.tl 120.0 120.0 - S20 0 • 110.6 31� 84.2 120.0 39.7 120.0 109.7 120.0 120.0 1204 - - - _ - - - 45.0 - 42.0 40,8 110.8 74.9 120.0 120.0 120,0 120.0 120.0 120.0 I20,C 120.0 37.5 79.8 60.8 120.0 117.7 120.0 120.0 - - - J2A 303 84.3 120.0 120.0 120,0 120.0 12AA 120.0 120.0 120.0 33.2 70.5 63,7 108.J 104,0 120,0 120.0 - - 7&7 26.8 74,5 120.0 120.0 120.0 120A 12 .0 120.0 120.0 26.9 57.2 43.5 84.2 84.3 120.0 120.0 - - - .23.2 21.7 60.4 110.8 120.0 120.0 120.0 120.0 1M.0 120.0 23.7 30A 38.3 76.0 743 12U 120.0 - - - 203 - S32 11&8 120.0 120.0 120.0 120.0 120.0 20.7 44.1 33.5 86.5 85,0 •120.0 120:0 - - - - 48.6 97:6 85.4. 103.8 120.0 fl120.0 120.0 120.0 120.0 120,0 - 30.2 29.E 09.1 57.0 113.5 120.0 - - - - 41.4 76.9 93.4 120.0 120.0 120.0 120.0 120.0 35.3 20.8 63.2 $2.0 102.2 120,0 - - - - - 37.2 68.4 84.9 120.0 120.0 120.0 120.0 120.0 321 24A 4&3 47392.8 1iD.0 - - - - 33.6 82,t 77.9 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 T20,0 T20.0 120.0 120.0 - 34.8 21.4 7" 22.4 86.4 44.3 116,E 43.3 109.3 85.2 120.0 120.0 120.0 - - 34.0 32.4 31.0 90.0 67,D 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 25.1 54,0 40.7 84.4 78,8 120.0 120.0 - - - 25.0 23A 64`9 110.2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 22.2 47.7 30.0 74.5 60.7 t20.0 120.0 - - - 22.1 20.5 57.4 1053 103.1 120.0 120.0 120.0 _ 120.0 120.0 120.0 - 38.7 29.2 _ 80.4 MS 120.0 120.0 - - - {6,8 85.4 9D.8 120,0 120.0 120.0 120.0 120.0 120.0 - 34.1 25.7 SM2 49.0 110.9 12o.0 _ 79.5 120.0 120.0 120.0 120.o 120.0 120.0 29.8 22:5 40,8 43.5 97.0 120.0 - - - 4y0 35.0 732 05,6 70A 112.5 111.8 120A 120.0 •120.0 120.0 - 26.5 - 41.4 38.7 80.2 120.0 67.8 101.3 100.4 120A 120.0 120.0 120.0 - 23.8 - 37.3 44.6 77,6 120,0 - - 287 52.6 53.0 92.1 91.3 120.0 120.0 120.0 120.0 - 21.7 - 33.9 31.7 70.6 12.0.0 - 20.1 47.9 55.0 120.0 04.4 120,0 83.7 120.0 120.0 120.0 120.0 120.0 120.0 120 120.0 I- - _ - _ - _ 31.1 ..... 29.0 •... 84.7 .__- 1183 .-__ - - - - 23.9 43.9.0 20-1/2' 30' 37' 42' 46 54" 60' 66, 189.0 63" 120'0 120.0 120A1 120,0 1 120A 120.0 19-1/2' 30' 1. 42' 48' 54' 60' BB" 73.6 120.0 1 120.0 '120.0 120,0 120.0 120.0 6J.7 104.3 103,2 120.0 120.0 120.0 120.0 6E.1 9b9 90.9 1204 120.0 120A 120.0 49.1 60.4 79.6 120.0 120,0 120.0 f20.0 43.7 71.5 70.7 108.3 111.E 120.0 120.0 393 643 63.6 97.5 100.3 120.0 120.0 35:7 58.5 'S7.8 66.E 91.2 120.0 120.0 ALL LOADS ARE EXT.(+)/INT.(-) N= MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS ACHES amm 4m I PRODUCLAZINO IIII PRODUCT CLAZMO 11 MxA2140 PRODUCT fROOUCT IYPIGA�MUL ION RRAN�FI�/C*�'� .. , 1 wl + Yn PRODUCTREVISED WIDTH (w) 0 2 BuI dinglCondaWith the Floddo NDA�Ig, 17.1218.14 PxpinNon Date 10/2312019 MULLION 4Y �~ c h mD� � O ap ag 0EG'g C N z o 3F- i 4j g lD � Z C4 Wcam0 1 111 n1 n1r ri .......... STAV6 OF tl/ drawing no. �.So`zoRmC�' M14-01 • ••. ... .. .. . .• . .. .. . . . . . . . . . . . . . ... . . . . .. . DESIGN SHAD CAPACITY - PSF DESIGN LOAD C4JPACI7Y - PSF DESIGN SHAD CAPACITY - PSF RINDD1T DBSS. WIDTH (W) MULL SPAN A2 ANCHORS TYPE A4 Ap D2 D4u B46 WINDOW DIMS. ` ANCSIORS TYPE W7NDON DIH9. ANCHORS TYPE 18 120.0 120.0 WI (Y) AN s B-1a D4b WIDTH (W) MULL SPAN A2 A4 A6 D2 D4n D46 28 120,0 120.0 120,0 120.0to-"-• 9 • 128.0 920.0 12M 1�1.4 120.0 120.0 19-1/8" 97.9 120.0 120A $2.7 90.4 120.0 z y 30' 120.0 120.0 120.0 120.0 120.0 120.0 246•'•" • 1g8J 4 120.0 2 ' 3T 120.0 120.0 120.0 10L4- • • ICD.O 1l010• 9F.8 903 1 120,0 0/2• 8Z4 IOBA 120.0 40.0 S.8 Bolo 42' 120.0 120.0 120.0 _ 120,0 37' 81.13 120.0 120.0 52.4 - 75.8_ 104.8 37" 80.8 88.2 120.0 _ 32.4 48.7 04.0 OQQQ• v Gi 120A 8D.3 120,0 120.0 42' 720 120.0 120.0 462 66A 02.4 42' 44.6 77.7 110,0 28.0 41.1 57.1 0 �.-. � 48' 51' 38-3/0" 120.0 10B.4 120.0 120.0 120.0 78,2 112.E 120.0 48" •14- 4" Y 83 0 09.9 1 0.0 40.4 58.2 00.8 4D' 120' 38.6 60.0 1D20 25.0 Solo Bolo a. �1 120.0 89.5 100.1 120.0 ova • • iB.y_ • ig 120.00 35.9 51.7 71A 54" 34.7 60.4 90.7 12.2 32.0 � O 80' 97.6 120.0 120.0 62.5 90.1 120:0 80' • • O.O • •120.0 JT3 4G.5 64.6 80' J1.2 54.4 61.8 10.0 26.8 44.4 40.0 0 t yyI fj 68" 88.7 120.0 120A 66,9 81.9 113.7 08' • • I5•e• • 7V 119.9 •29.4 423 5&0 OB' 28•4 48.5 742 - JB.4 O G 72' 19-1/8' 81.3 120.0 120.0 52.1 7Z.0 104.2 71'• • 42I0 • 73•J •1e0,9• 20A JBA 53.0 72" 26.0 45.3 GBO ,202 24.0 1 33.3 1 0 0 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 69.6 120.0 120.0 10-1/8' 80.0 120.0 12Q0 67.0 82.1 114.1 O 30' 120.0 T20.D 120.0 120.0 120,0 120.0 120A 1143 120.0 120.0 120.0 120.0 26-1/2" 30' 100,9 89.1 120.0 120.0 120.0 C4.7 932 120.0 26-1/2" 04.2 1120 120.0 41.2 Bola 62.J �rgj1 Z 66&ii 37' 120.0 120.0 120.0 57.1 B23 1143 30" 00.7 9&9 120.0 38,4 62.4 72.7 Y 4Y 120.0 120.0 120.D 02.T 120.0 110.0 37' 72.3 120,0 120A 483 88.7 92.7 37• 4e.o 80,2 120.0 29.9 42.9 59.0 IL O 4G' 42" 11 T,4 120.0 120.0 120.0 81.6 71.4 117.8 102.9 120.0 120.0 42' 48' 83.7 111.0 120.0 404 58.8 SIX 42" 40.tl 70.6 _ 100.0 2&0 37.4 51.0 19 54' 99.0 120.0 ITOA 03d 91.4 120.0 84' 84' -55.7 97.1 120.0 35.7 31.4 71.4 40' 132" 35.5 01.0 0Z7 22.7 32.7 45.5 1. B9:1 120.0 120.0 37.1 823 114.3 60' 49.9 44<8 88.3 77.7 120.0 118.8 J1,7 45.7 63.5 54` 31.5 64.o 82.4 202 20.1 40,4 86' 01.0 120.0 120.0 619 74.0 103.0 00' 40.8 70,6 106.0 T$8 25.0 41.1 37,4 B7.1 Silo 60" 86" 213.4 49,5 74.2 - 20.2 30.4 V) J 1 1. 74.3 120.0 120.0 47.6 0&6 95.2 72' 37.1 64a 07.1 23A 34.3 47.0 72" 28A 23.0 45.0 41,2 07.4 01.8 23.8 TLB 33.1 00 J oY,37 19-1/8 26-1/2' 120.0 120.0 120.0 120.0 120.0 120A 120.0 12a0 19-i/8' 120.0 120,0 120,0 78.4 112.9 120,0 19-1/0' 81.8 120.0 120.0 62.3 76,3 30,3 104.8 X. 110.0 Him 120,0 120,O 26-1/2' 88.3 120.0 120.0 BOA 81A 1'13.2 26-1/2' 609 1028 120A J7.7 $4.3 70.5 120.0 120.0 170.0 94.6 120,0 120,0 '30' 78.0 1204 120.0 90A 72.0 100.0 30" 6Z090,7 120.0 33:3 48.0 B8.7 W "' JT 42' 119.0: 120.0 120.0 7&4 110.7 120.0 37' 63.2 1103 120.0 409 $8.4. 81.1 37' 422 73.5 110.3 `27.0 38.9 54.1 @ m 105.7 120,0 110.0 67.7 1. 50-6/8" 92.4 120.0 120.0 59.3 97,5 8S.3 120.0 118.E 42' 48' B5.7 97.1 120.0 35.7 51.4 71.4 42' 37.1 -104.8 97.1 23.8 34.3 47�G r1e�e11 54• 82.2 1204 120.0 52.7 73.9 105.3 54' or 48,8 433 85.0 120.0 313 45.0 62.5 48' 144' SZ5 58.7 05.0 TDA J0.0 41.7 � 0 � M 60' 7{,0 120.0 120.0 F4 75.8 113.3 27A 40.0 59A 84" 28.9 50.4 75,0 20.7 37.0 2 Z 0 06' 072 1172 120:0 4J.1 68.3 OZt 84.6 08.2 p0' 68' 39.0 35.0 68.0 SIX 102.0 254 3610 50.0 80' T6.0 45.3 8$0 T4.0 33.y Z' �3 71' 81A IO7b 120,0 39.5 98.8 79.0 72' 02.7 22.7 327 4&5 Go" 2J.8 41.2 ails 21.tl 30,3 r N8 is 120.0 120.0 120,0 1154 120.0 120A 119-1/8' 32.6 �1'OB.a • 56.7 120.0 85.0 120.0 20A 89.7 JOA 41.7 72' 21.7 37;8 567 20.0 27,6 sl U 20-1/2' 120.0 120,0 120.0 8613 120.0 120.0 26-1/2' 78.8 120E Zola 100.4 723 120.0 100.8 & 119KG41, ARCHES iD of INSCRIBED IN9DIt =ANORAK SWPE (V m 30 118.9 120.0 12" 70.2 IOIL7 120,o 1. $93 120 44.4 "a 80.8 , ANCHORS 37' 90.4 120.0 120.0 61.6 89A 120.0 37' 36.2 68. 36.0 51.9 72.1 HOB00NTAL MIIWON 48. 46' By 04,8 I20A 120.0 84.4 78.4 tos.a 42' 48' it OB" 49.5 86. 31.7 4B.7 83.5 VERTICAL GWJNO PRODUCT 74,3 120.0 120.0 4.7.6 G8.$ 052 4a3 75. 54' 86.0 119.1 120.0 423 81.0 84.7 64' 38.5 67. 27A 24.7 40,0 .35.8 65.6 49,4 MIAUON1.B9.4 60' 103.8 120.0 38A 54.9 76.2 00' 34.7 80, 22.2 32A 44.4 GuQNG GLAZING � ANCHOR a R 72 S1.0 942 120.0 34J 49.19 00.3 OW 7Y J1.9 26.9 34.9 50,4 a2.4 20.2 20.1 40.4 PRODUCT PRODUCT 49.5 863 r20.D 31.1 •45.7 53.5 76.0 - 28.7 37.0 OlA2W0 PRODUCT OLAZINC PRODUCT TYPICAL o pJFA ALL LOADS ARE EXT.(+)/INT.(-), ANCHORS 1H. ��(�1`�ORS NOTE: W7 MULLIONSP • ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. TYPICAL MULLION ION AR ANCF611 NTS 1 1 I, ` FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. _ w1 + W2 t11 aD AH/�1 �� 1111 - (INTMPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTM W m �) 2 ,` �A "uG PRODUCT REVISED 26 Comg ICInnoWith tflo Florida 7 Buildinda 1 �+ NOA-No. 17.1218.14 ANCHOR Expiration Dato1O/23/2019 ATE OF drawing no. ey u6�iaM14-01 Mlom a ro uc antra /Qii,Ai.. , 4 71 11r,.1N sheet of . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS . . . .. . 2 PER CUP (I ON EACH \WINOAgo'\* \ •�I • •M1 \• \\\ 014 SNS 1-3/4' O.G. MIN,, I 4 PER CUP f 9 M ANCHORS TYPE 'Q2' TYPICAL ANCHORS 4 PER CUP (2 ON EACH YANG) 014 SIRS I-3/4' O.C. MIN. 4 PER CLIP . •.. 6 Or wsyoE yULL - r14 SMS� 1-3/4' O.C. MW. 2 PER ANGLE CUP M OE MULL r14 SNS 1-3/4' O.C. MIN. 2 PER ANGLE • • 2X2X1/8' ALUM MICR 2 X 2 x 1 6' ALUM ANCLE TYPICAL. ANCHORS: ANCHOR TYPES SUBSTRATE IwIt EMBED. MIN. EDGE DIST. 1/4' DIA ULTRA'ONS By 'ELCO'' (RI�177 KSI, "i88 KSI CONCRETE 1-3/4' 2-1/2' 1/4' OIA. SELF DPoWNO SCREWS (OWE S Q") .METAL 1/8" 3/4` CONCRETE - f'o -. 3000 PSI MIN. METµ. - 1/8' MIN. THK. STEEL Py - 38 .CST MIN, E 1/8' MIN. 7HK. ALUMINUM (6083-TS MN.) U E ANCHORS MAY BE HEX OR FIAT HEAD, ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULUONS CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TD BE PROTECTED WTIH µXAU-RESISTANT COATT4GS, SUCH AS BITUMINOUS PAINT OR WATER-WHTE MEhUCRYIATE LACQUER PRODUCT REVISED a•.compl In with the•Florlda BUOdlnCodo NOA-No. 17-1218.1'4 .Expiration *Date 10/23/2019 1N•� a A OF mwinq nU M14-0 I0111 sheet 5 0l . . ... . . . ... .. .. . . . .. .. . . . . . . . . • . . . ....... • ••• TYPICAL MICHORS• 8 PER CLIP (3 ON EAJFi NBA) • • • • • • • ANCHORS • • •3 PER ANGLE Q \ • .• R \e • • • \ \ \\ OONCREFE oz G• o d I I I U I 1 I OR U E Q N— Z✓ • • �, O C -tdi. • • • • • • • • ••^• I 0 t Me Qo m o --------_-, j ------"-- • • I I ! i /14 SMS°8 `I • • • • • • • • i i FLOATING CUP L �' SNUG FIT INSIDE NULL Zx1/0- ALUM ANGLE p a o c 0: qCj 7 fi i-3/ 8 PER CUPI SMS /01.2 1-334PER ANGLE I 3 S j � tlr QaWWf F N J �P FF 0 N TYPIC9I, ANCHORS: �j �)-- m coo 2" TYPICAL ANCHORS nT-E %A6$ p Z z C2 ' CONCRETE - f'c - 3000 PSI MIN. 3 z ' METAL i/8" MINA TItK. STEEL Fy 38 KSI MIN, 1/8" MIN. TRIG ALUMINUM (6083-T8 MIN.) a W � 8 ANCHORS LAY BE HE% OR FLAT HE10. ALL CUPS AND ANGLES TO FIT SNUG WO TUBE MULLIONS. CUPS OR ANGLES CONNE= DIRECTLY To NASONRY TO BE PROTECTED ' WITH ALKALI-RE57Si'ANT COATNGS• SUCH AS BITUMINOUS PNNT OR WATER -WHITE MF..THACRYLATE WouER. c c� o� PRODUCT �. REVISED us com yln with the Plorldo N 002 Building Coda ^'� n ' NOA-No. 17-1218.14 _ iir dlar/inq no. Expiration Data 0/2312019 �Q •' AIECF ,W``' 'i,S'•.,• By OR11)i•.•'•�\` Mtam -D Product n ra r/ I SAL E �� � M 14-01 atxet 8 of 8 AQ I tl�l ANCHOR TYPES SUBSTRATE U(N. EMBEO. MIN. EDGE DISi. 1/4' DVL ULiRACONS BY 'ELCO' (Fus177 161. fY^183 K51) CONCRt:TE t_3/4• 2-1 /2' 1 /4' OIA. SELF DRILLING; SCRLIYS �� t/8" 3/4" (CftADE 9 CRS) . . ... . . . ... .. .. . . . .. .. . TYPICAL ANCIKM • • • • • • 2 PER CUP (1 ON EACH YANG) • • • • • • • ®14 SMS, t-S/4. C.C. MIN, I 4 PER CUP I I i 3 'v ANCHORS TYPE '132' TYPICAL AN 4 PER CLIP (2 ON FAC14 /14 SMS 1-3/4' O.C. MIN, 4 PER CUP NCHORS TXPE 'HA ' • • r :60 USIA •O GIdP • • • • • • • • • • 1:1 2 X 2 %ALUM I FIT I ,;MULL ANG/14 SMS1-3/4. O.C. MIN.I 2 PER ANGLE. TYPICAL ANCHORS 2 PER ANGLE FLOATING CLIP ! , SNUG FIT INSIDE MULL 2 X 2 X 1 B' I I ALUM ANGLE 114 SMS U D.C. MIN. 2 PER ANGLE �V 4 • C K 91.1 U. Z f4 TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. t3ABFD. MIN. EDGE DIST, x) 1/4' DA. ULTRACONS DY'ELCO' MASOM 1-S/4" 2-1/2" la1 (Fu-177 KS4 Fy-155 NSI) WOOD 1-1/2" t• 30 WOOD - 21Y WOOD BUCKS OR WOOD STRUCTURE S.O. - 0.35 MIN. 7 0 °0 I MASONRY - C-90 HOLLOW/FIU.EO BLOC% PIn - 2000 PSI MIR z _Z Illy OR 2BY WOOD DUCKS NOT BY ECO WINDOW MUST SUSTAIN .LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. W aO i ANCHORS MAY BE HEX OR FLAT HEAD. PRODUCT REVISED ;a3'd 3 Z011 Be eompigying with the Florida •705 Building Cod• NOA-No. 17.121'0.14 - Expiration pllatlon oat 0/23/2019 C drow1n9 no. e r �? M 14-01 . . ... . . . ... . . . . . . . . . . .. .. .. . .. . . TYPICAL.NCHORSy • • : • • • : •ICAL ANCHORS 4 PER CLIP (2 ON EAM1 2 PER ANGLE "\ \ \ \ I I IFLOAP14o cup 1 I SNUG Frc INSIDE MULL #14 SMS /14 SMS I 1-3/4" D.C. MIN. 1 I 1-3/4" O.C. MIN. a PER CUP 3 PER ANGLE yCIIORS TYPE 'H4b' D 'BI.OE\ 8 TYPICAL ANCHORS: ANCHOR TYPES SUBS'RUTE MN. EMBED. MIN. EDGE GIST. 1/4' DIA ULTRACONS BY 'ELCO' (Fu-177 K51, F}-155 KSI) MASONRY 1=3/4' 2-1 2- WOOD 1-1/2" 1 1" WOOD - 2BY WOOD BUCKS OR WOOD STRUCIIIRE S.C. - 0.55 WN. MASONRY - C-90 HOLLOW/FILLED BLOCK f'm a 2000 PSI MIN. [BY OR 20Y WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE ANCHORS MAY BE HEX OR FLAT HEAD PRODUCT REVISED i e as complyingg with tho Florida - 70 2 yti Building Codo _ ; {7 NOA-NO. 17.121.a.14 BapimUon bate 1 D/2312019 �Q.', TE OF drawing no. By_ G/i.SO _ URIO.G; M14-01 • .•. ... .. . • . . . .. .. . . . . . . . . . . . . ..•.... .... • • • •il* Ms . y�E • • • • SEE CHAQi•FOR QUM�IRES • TyUwpN • • • • t/ lIDE • i/¢ CR U • • • • • T EL MUTAJON MAY DE NOTCHED wlrANNGLE TO ALLow INsrALUTON JOINT AFTER ASSEMBLY 1-3/4" X 2' X 1/T (FOR 2sY 3/4' X 2' X 1/B` FOR (1BY GMT TO FIT SNVO INSIDE ANCHORS DETAIL IJEUI TO MEgL CONNECTION _ p4 sMS SUESRiATE Ed. + MIN. EDGE DIST, 1141N. CL TO CL SPACING ALUMINUM 5/8' IG2` ANCHOR N0. OF CFIART 5 0 O 09 D CZ I+j 0 IL a 0 at gig �13r111 �:•'�ceNae'•"'!Q � u L PRODUCT REVISED 70582 2f n as aomplyyodlnpo wlNrtho Florida DUI1din8 C{T = y NOA-No. 17.1218A4 Expiration onto 10/23/2019 ATE OF : drawing no. Nllam a ro uet ontro .......... MiAMNDZADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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 County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material.fails to perform in the accepted manner, the manufacturer will incur the expense of such jester and thee= ma}i..... immediately revoke, modify, or suspend the use of such product or material within'theifjuriscftoni RER •� reserves the right to revoke this acceptance, if it is determined by Miami-Dade'Coubty Protluct Lontro? • • • • • Section that this product or material fails to meet the requirements of the applicableVuMlg code. ; This product is approved as described herein, and has been designed to comply 01tL jhe Flondn•�xildin Code, including the High Velocity Hurricane Zone. �; • DESCRIPTION: Series "Eco-Guard 300" Aluminum Fixed- Window — L.M.I. • • • • • • • • • • • • .. APPROVAL DOCUMENT: Drawing No. W09-20, titled "Eco-Guard Series-30QAl**Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, prepared by 4t-flutooq • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade Cou*Iy Product Control ; • • • •; Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Nxnty' 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. NOA No.17-1102.20 MIAMI DADE COUNTY '�, (/ { j Expiration Date: June 17, 2019 f Approval Date: January 11, 2018 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 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. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 9 • along with installation diagram of a 97 1/4" wide x 96 1/8" high Eca GuardVeldds 300...... aluminum double fixed window, prepared by Hurricane Engine�t go& Te;1ipgTnc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sea'Cedby C'5n.dldo F. • • • • • • Font, P.E. (Submitted under NOA#09-0413.08) ... • ; • • • •; 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201.94 • : • • • • • *see* 2) Cyclic Wind Pressure Loading per FBC, TAS-01-94 • • • : 0 0: 0 0 • along with installation diagram of a 97 1/4" wide x 96 1/8" high•EM-Guar(tsefies 300... • aluminum double fixed window, prepared by Hurricane Engineering:& Te; th g Inc., • • • ; • Test Report No. HETI-08-2192B, dated 0l/15/09, signed and sealed by C"do F. • Font, P.E. (Submitted under NOA#09-0413.08) • • • • . 3. Test reports on: 1) Aix 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; A ff 0,4ao 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 Inc., Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FIVC qh Edition (2017), dated 10/13/17, prepared by Al-Farooq Corporati(yk.signeil Md* **0900 sealed by Javad Ahmad, P.E. • • • • • 2. Glazing complies with ASTM E1300-09 • .... ...... D. QUALITY ASSURANCE • • • • 1. Miami -Dade Department of Regulatory and Economic Resoureel ERF-R) ..:..' •• •• •• •• •..•s• E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Itkt" -;or they "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 41/1941! ib e� piring 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 50 Edition (2014), with FBC Ern 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. z7e,�� Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.20 Expiration Date: June 17, 2019 Approval Date: January 11, 2018 E-2 ue 1.608—�1 .06 .082� .500 FALS f 769 (SURFAC FAC .I 675 000 --I 2.611 062 FLUSH FRAME ADAPTER F 2.750 FRAME HEAD/SILL/JAMB T � .750 � { .613 1I p r 1uu1lI ����t GLAZING BEAD `• j-1.D70 375 t5Otl-- O 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./FlX. 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 (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 ANU F'S AND INSTALLED PER MINSTRUCTIONS. 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-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, 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 MUNTINS APPLIED) D.L OPG. A OPTIONAL 3 1a a I, n u C 11 II 4 II II II 11 II II II II II d II u u u n u n n If II II II II II II 11 II II II II II II --rt------tr- II B I I 3 I I I 6• MAX. I P 12 MAX. HEAD/SILL �~' HEAD/SILL CORNERS GLASS D.L.O. DIMS. D.L.O. HEIGHT WINDOW HEIGHT - 3.625' D.L.O. WIDTH WINDOW WIDTH - 3.625° w z 'o U U 10 Z m b M QpEQL(QN� N 0 top goo &azo a 2 • • • • • • • • • • • 111111111/1j u THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ��``'�''3F"•;t%'�: ry SHUTTERS ARE NOT REQUIRED. PRODUCTREVISED % C ax complying with the Florida ~' • ••• • ••• ••• •4PII a8 Code - - • • • • • • • i•axpmnce No !-1/D 2.1.(� - 8 • • • • • • ixpirerioa Data p(iJ� • • • • • • • • 9 ht)F � drawingno. • • • • • • • • • i1• Sl�a� y R • • • • • • • Yia,ni Dade Pradurt C'o:!tro! �i O ! �� sn. ...... W09-20 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/16" ANN. GLASS 3/16" HEAT STREN'D. GLASS 090` Intedayer .090" Interloyer Trosifol PVB SentryGlas By 'Kurawy America, Inc.' By 'Kummy America, Inc.' 3/18" ANN. GLASS 3/16" HEAT STREN'D. GLASS SILICONE SIUCONE DOW CORNING 899 Q- DOW CORNING 899 GE SCS 2000 F �+ GE SCS 2000 i i 4 I �I �� 4 1 !I rn I i rn 1 I !I !I AT 1/4 POINTS AT 1/4 POINTS it u 8 ON LRES WIDER II li 8 ON LRES WIDER THAN 36' ONLY THAN 36` ONLY #8 X 1-1/4" SMS /8 X 1-1/4" SMS AT 3-1/2' FROM ENDS AT 3-1/2" FROM ENDS AND 10" O.C. MAX. AND 10' O.C. MAX. GLASS TYPE 'C' GLASS TYPE 'D' GLAZING OPTIONS WINDOW W WIDTH WINDOWWj _ (- , z I I 3 / �i s? z I 3 L - _ J WINDOW W WIDTHJ LWINDOW WINDOW F F � 3 3 W. WIDTH L J r , WIND WINDOW WIDTH I WINDOW WIDTH I I r - ., r _ _ % Z I I I ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 4 V �Y w 3 p DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACPPY - PSF WINDOW DAIS. GLASS TYPE 'C' GLASS TYPE V WINDOW DINS. GLASS TYPE 'C' GLASS TYPE WIDTH (W) LENGTH (L) EXr.(+) TNT.(-) EXT.(+) 1NT.(-) WIDTH (W) LENGTH (L) EXT.(+) TNT.(-) EXT.(+) INT.(-) • Z n m C it F IL IL1. 0 Y• +�1 p G p ul es a Z M C 0 'E iY Rr p a J O m Q V Q W A i 24' W. 36 1. fl. 80' W. 72' 36. 75.0 80.0 80.0 90.0 26-1/2" 37" 53-1/8" 74` 26 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.D 80.0 80.0 90.0 1 75.0 80.0 80.0 90.0 26-1/2" 37.0 53-1/6. 74" 38-3/8" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 26-1/2` 37" 53-1/8" 74" 50-5/8' 75.0 80.0 80.0 90.0 24' �" 38" 42' 48' 54' 1. 66" 72" �. 75.0 80.0 B0.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 71.3 76.0 80.0 90.0 75.0 80.0 80.0 71.3 73.1 50.0 90.0 75.0 80.0 80.0 26-1/2" 37" 53-1/8" 63' 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.40 75.0 80.0 80.0 90.0 75.6 80.0 80.0 67.9 72.5 80.0 90.0 75.0 80.0 80.0 90.0 26-1/2" 37' 53-1/8" 76' 75.0 80.0 80.0 90.0 = v 3i a q it M g n y o w c V n J v N n � I- LLI �/~) w Y 1� u~1 c'p Q M O 00 vI� Z 3 t'Ji 0 0 cV U �w W oo m 75.0 80.0 60.0 90.0 75.0 80.0 80.0 90.0 75.0 76.6 80.0 90.0 67.9 69.9 80.0 90.0 24" 30" 36" 1. 1. 54` 60" 88` 72" 75.0 80.0 80.0 90.0 I I L /, �% 3 '•.!� i�4.iE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). tt111111111lr7j • �� H 7i A O. •: • PRODUCT RS;VttP.i3 - as comp!)ir.8 with the Flarttia • Duild:"Crdr, ` o i.Z'ii.Q A..pu-,\ 1a OF • �•. TATE 7,iy �� • • Expiratut t DaG=.,� 1�1 i i O421D�'. •'• �� • By � ienli Dade Pro ,a i:cntua 77/i �oNAL IX, ttfolill 75.0 80.0 80.0 90.0 75.0 80.0 80,0 90.0 75.0 50.0 80.0 90.0 75.0 80.0 80.0 90.0 66.8 71.3 80.0 90.0 60.2 64.2 80.0 90.0 60.2 64.2 80.0 90.0 80.0 90.0 24' 1. 44" 48' 1. 80" 72' 75.2 7s.o 80.2 eo.o 80.0 90.0 75.0 80.0 8010 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 78.6 80.0 90.0 c y O P p I� � P 66.8 71.3 80.0 90.0 60.2 64.2 80.0 90.0 24' 30' 36" 48" �, 75.0 80.0 80.0 90.0 75.0 80.0 90.0 75.0 80.0 80.0 80.0 90.0 70.0 70.0 SOO 90.0 65.8 65.6 80.0 90.0 64.3 84.3 80.0 90.0 • ° c o S a m = o = 24" 30" 42' 1. • • 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 B4.6 S4.6 • 680e 9E.0 • 59.9 80,6 •9Q.0 q �` drawlnq no. 24 30' 42' 42' • • 75.0 75.0 !lD.O • 80.0 • 80a 80.0 9D.0 90.0:E.N...�ii� 71 5 80.0 90.0 61.5 61.5 61.5 80.0 90.0 24` 1. 36' • • • �20"• • • ('Sf1 45.0 BOe W.0 •�,a U.0 l�.e • 90.0 14.5 74.5 �. .0 • • • • • • • sheet of $ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • tRS I SPACING -DADE COUNTY APPROVED ION do MULLION ANCHORS SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING ji WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS: SEE ELEV. FOR SPACING U !i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4. DIA, ULTRACON BY ' O' (Fw177 KSI, Fy.155 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES i 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 Ali ii 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 9 1-1 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) o a o W 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o X j i' INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR I iINTO METAL STRUCTURES (HEAD/SILL/JAMBS) I� li (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) iI it (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN, INTO WOOD STRUCTURE = 1" MIN. i INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc a 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2D00 PSI MIN. I � z it SEALANT: a • • • • • • • ALL4LlO11MTS ANS FRAME CONNECTIONS SEALED WITH • ' • • • :011 4ALCR. 40- -ENgF'••;V e. e .. PRODUCT'�:.V:S6D .7 • • • • • • • a9 c".Oying •.vi1p du .Florida C TYPICAL ANCHORS • •o • . • • • • t��'F Coic i , ° e `SEE ELEV. .� AcleTrmioe M1b �]./f0 N/ � FOR SPACING P o t�,s r • i ' •e • • • Ex�rratioa gate —j'� � .. . j I "CAL. AkHORS • • • • �i�I ATE OF �U: 'WOOD BUCK SEP ELEY! • • • • • • • • • By IbR SPAOMG Mi r�ii Dade P-d-1 Cotrsol ��i _u''•.••••• 6�� n EDGE DIST. EDGE DIST. lyl >OI11AL �\\ 'l1, 1I1111\�` ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. . . ... . . . ... . . Z ° Lu 0u M 0g� 00 L Q Q 3$yp0 zg QW�LL �ZN_ I aLuMf 0 J m w x �j Q WM m m Z 3,` m 3Z�R 0 NJ 00 W MM �1� R drawing no. W09-20 TTEM # PART , REQD. DESCRTPTLON MATERIAL MANF./SUPPLTER/REMAR%S 1 FY301 2 FRAME HEAD/SILL/JAMB 6063-T6 - 2 FY302 AS READ. GLAZING BEAD- 7/16' CLASS 6063-T6 - 3 FY303 AS RECO. ANCHOR COVER 6063-T5 - 4 E203 AS REOD, GLAZING BEAD BULB NEOPRENE ULTRAFA13 5 FLB-50 1 GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE 6 #10 x 1' 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 8 - 2/ LITE SETTING BLOCK EPDM DUROMETER 85±5 SHORE A TYPICAL ANCHORS SEE ELEV. FOR SPACING RECT. OR SQUARE WINDOWS TYPICAL ANCHORS SEE ELEV.FOR SPACING 1/8' THK. ALUM STRAP WELDED JOINTS CIRCULAR WINDOWS CORNER DETAILS •• • • • • ••• • 1/4' MAX. NPICAL ANCHORS W r SEE ELEV. 65 / FOR SPACING PROiJL'Cr R51'TSF�? .' .& • • • • • • • • •I•u�1':iry; Corte i . • • • • R:cep[ar n tb I l• I/Ol• ZO •.. a' ? � • •• • • •• pwetwe Gxepj��Z¢L4 • • • • • • • �rni Dade p;:,dy;ct Corteei ... . . . . ... . . . . . . . . . . . . ... . . . ... . . 0 :off 3 6 Z M r O I- M Z V I- ZE M 3 0 O �sag8 QHE LLz�= aW O s J n J m MITER CORNERS w x � v � � W $? N V),D 3 LM N ¢ 0 co v b! Z 3 0 o0 w 00m o 7 8 5 1 ATE OF �•`�/� drawing no. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGER ° I � 3 O � N ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION @ MULLION ANCHORS SEE SEPARATE NOA EDGE A DIST. TYPICAL SEE ELEV. FOR 1 /4" MAX. I. . O SHIMS ;1—I ALT. TYPICAL. ANCHORS SEE EL < FOR SPACING • • • • • • • • • ALT. �I� • •• • • • • ••• • ••• ••• �i ••• ••• • • ••• INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER PRODUCT RT,"ASGD ', as mrnplying with the LYorida .. p i i i 0 • i •• F.xpiretion `J:.[e Q(�J7�1O19 ° • • • • • • • ., I TYPICAL ANCHORS 000 • • • • • • • 4py `Sr'rrd�Ccntrci .� nlrr SEE ELEV. FOR SPACING • • • • • • • • M;ami D—�1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TATE OFF drawingo no. ORI. W09_r10 • .... COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy ECO Windows Systems, LLC 9114 N. W. 106' Street, Medley, FL 33178 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 PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. . • • • •.... This product is approved as described herein, and has been designed to comply with the FlbiidaBuildft Ct)&, • including the High Velocity Hurricane Zone. ""• • DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. .... ; • • • •; APPROVAL DOCUMENT: Drawing No. W12-08 Rev E, titled "Series 600 Alum OutsWing Entraflce Door • • • • (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, datea*OV13/12And list • • • • • revised on MAR 15, 2018 signed and sealed b Javad Ahmad P.E. bearing the Miami- � � oun gn y g ���� �. ty I�rocluct Control Revision stamp with the Notice of Acceptance number and expiration date by th4 Mi'ar>?i-Dade Coenty • Product Control Section. .. . .. . :....: MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. 2. Laminated glass types G1 and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer. 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 NOA #17-1218.15 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 18-0319.13 MIAMIOADE COUNTY Expiration Date: March 20, 2019 Approval Date: May 10, 2018 �`�� Page 1 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. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswi-qg Frenrcirdeor, prepared by Hurricane Engineering & Testing, Inc., Test Report No. • •' .. . • HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI:32;4627da;ed-&_T/16- • • •.:. 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. •""' ' Note: The above referenced test reports have been revised by an addendum ftgj dated fun& 2.9, 201'2,� issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafao1Z.Droz-Sella, P,. E. ,�; • C. CALCULATIONS "• • • • 1. Anchor verification calculations and structural analysis, complying with �114_'*_1014(5th Edition), •, prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Java j *h;md, P. * 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. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the `Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (511 Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. Is aq I. Chanda, P.E. Product Control Examiner NOA No. 18-0319.13 Expiration Date: March 20, 2019 Approval Date: May 10, 2018 E-1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2017 (6t' Edition), prepared by Al Farooq Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, signed and sealed by Javad Ahmad, P.E.(submitted under file 417-1102.18) 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. (FMmer E.I. DuPont DE Nemours & Co., Inc. for the "Trofosil ® (Clear and Ultra clear) PVB G1199 interl ; , expiring • on 07/08/19. 0. • • • • 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical CoR auf (MAfe; their "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. • • • • • • • • F. STATEMENTS .. • 1. Statement letter of conformance to FBC 5` Edition (2014) and FBC 6th I'dition (201.7s1'and of'no • financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed'by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. . 1st 1. �—(�N.�s►-- Is aq I. Chanda, P.E. Product Control Examiner NOA No. 18-0319.13 Expiration Date: March 20, 2019 Approval Date: May 10, 2018 E-2 SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELTTE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 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). 1BYOR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND 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. /8" HEAT STREN'D. GLASS .090" Interloyer Trosifol PVB By 'Kuraroy America, Inc.' \ r1/8" HEAT STREN'D. GLASS I SILICONE `DOWSIL 899 I w 6 \ 3/16" HEAT STREN'D. GLASS .090" Interloyer Trosifol PVB By 'Kuraroy America, Inc.' 3/16" HEAT STREN'D. GLASS � SILICONE i m DOWSIL 899 2 26 � II � O W \ t / / SETTING BLOCKS AT LAM. GLASS C� READ. FOR WIDTHS EXCEEDING 36" ONLY NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G2' 1/8' TEMP. GLASS \\5/16- AIR SPACE 1/8" HEAT STREN'D. GLASS 090' Interloyer Saflex Clear And Color Glass Bf-1/8" HEATChemicalstman C STREN'D. GLASS •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • 02 • 00 • • •• THESE DO&S ARE•RATED Flt&GE 9 SMALL MAILE IMACT. SHUTTERS ARE NOT REQUIRED, ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ;IL 899 CARDINAL XL EDGE SPACER ST. STEEL 35 I I SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS "I'l f REYBEi 0-splyI•e with t►e R.&AM b•tlt•g Cash, Aseeptaece N03/4•/3 -Prld w 8•k t.�hc , 2.11 �rtliM Ce<i•i 0 AN . 70R2 klAt 2018E OF �4ftu Z �n 0 f w ,•y O W �Nu O C OGNN O'ogN 0 E 0 g 0 Cyo Q L07i q^ N J i 5 Q Lu 10* drawing no. W12-08 39 3/4' MAX. 12' 5" MAX. MAX. HEAD/SILL ` q ' SILL CORNERS � 11 / r__ II E / I I / II u 0 3 m S m j II�/ / \ II \ II \ II II \ II �I\ ACTIVE \l SURFACE APPLIED FALSE MUNTINS OR 26 1 DECORATIVE GRILL . L MAY BE USED (X) LOCK OPTIONS /1 OR /2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION °a DOORS LOAD CAPACITY -PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME EXT.(+) INT.(-) WIDTH WIDTH HEIGHT 39-3/4' 37' 96" + 70.0 75.0 p I / / n -- -- / ja \ LOCK OPTIONS 11 OR #2 \ (OPTION 2 SHPW SEE SHEET 7. FOR DESCRIPTION 4 \ IT ____ 0. B 'I SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED INACTIVE I I ACTIVE mw 26 15/16' 26 15/16' � �d . D.L. OPG. D.L. OPG. 37" MAX. LEAF WIDTH (XX) DOORS LOAD CAPACITY -PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME LFAF FRAME EXT.(+) INi.(-) WIDTH WIDTH HEIGHT • • •• • • • • ••• • GLASS D.L.O. DIMS. • • • • • • • • • • • • D.L.O. HEIGHT =FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2 • 000 • • • • • • • • • • • IQOTE: • • • • • •GLA,SS� �.nPAcIyL� ON :FyS %H0Ef •ARE � • NOTE: •BASED ON AS1M,M ff130O-09 (3 9EC. GL06TS) EGRESS REQUIREMENTS TO BE REVIEWED AND FLORIDA BUILDING COMMISSION BY BUILDING OFFICIAL DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 37 3/16" MAX. 10 Up U FRAME WIDTH pl N Z 0 A FF• h � Z 12" 5' MAX. HEAD/SILL HEAD f. W 2 • Q 4 e � m � O ` o a O CORNERS F F SILL o � N ro W U ii II n n ' o ro . / Ir W r II II II II II d' O H LL 0 cr 8Nr Cio�m O ah 0600 Q W � F m y m � n W I... X M� N Z 3LL m 1 J SURFACE APPLIED m� �" O o w J FALSE MUNTINS OR 32 3/4" rc W °0 DECORATIVE GRILL D.L. MAY BE USED (1� (p) STAND ALONE SINGLE SIDELITE SEE SHEET 3 FOR CAPACITY U 4AODUCt"vow M oo"">C with The FwY A�uitaa4No )f^031 •l ?i �• m � � ''^ C Yy4uL• Once-- ygil 19 �L..� �•Ll•.�-.5.- r ��111nu1i77�� A� �,•• vCENSLc"••;V • 1� I i � 'IX_ ®'•. + TE dl:'r�®� •Qy"�' drOwing no. W DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELITES SIDELITE FRAME WIDTH INCHES SDELTTE FRAME HEIGHT INCHES WITHOUT REINFORCING EXT.(+) TNT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 1 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 75.0 24 30 37 9236 J70.0 :75.0 24 30 36 37 98 57.8 57.8 53.1 53.1 52.4 52.4 SINGLE SIDELITE WIDTH DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING WITH REINFORCING EXT.(+) TNT.(-) EXT.(+) INT.(-) 24 30 36 37 42 82 1 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 92 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 1 63.3 63.3 1 70.0 75.0 24 30 36 37 98 63.3 63.3 70.0 75.0 57.8 57.8 1 70.0 75.0 53.1 53.1 1 70.0 75.0 52.4 52.4 1 70.0 75.0 SEE 39-3/4` MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" 5` MAX. 1EAD/SILL CORNERS SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 148• MAX. TESTED FRAME WIDTH HEAD @ SILL ANCHORS AT STILE ENDS CLUSTER OF (4) AT 3` O.C. 5' (4) ANCHORS AT HEAD SILL 12" _ MAX. q�) HEAD �YJ SILL ,_- I I �I I !/I I I I I I I 1 I II i I II \ II II LOK0010S B1 OR/#2 II\ (OIqpN 1 5 0 ) II \ SE SHEET TI \ II TR DESCRI 10 Bi I I I I I I INACTIVE ACTIVE' I ��I I I I I I I I I I 1 1 -1 1 32 3/4` 26 15/16" 28 15/16` ).L. OPG. D.L. OPG. D.L. I)- 37` Zm 0 Z n Q i Z O 10 "j WN 0tm'm V p�M C C M 06Co 0 L�Np Q W D tI� N Z N z _ QWOf9 LEAF WIDTH o m 39 3 4` MAX. SINGLE a w SIDELITE FRAME WIDTH / ( ) u MAX, 76` SEE CHART AT LEFT DOOR FRAME WIDTH ° (OXXO) �ag� MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 c• w o g 6 • • • • • • • • • • • •RODUC F IiEVISfD U • • • 0.: • • : • • • • • • bgidin�ptipplyinwiL► fYc F7eAV t \7pp1�LI I�I I7T', a o Aettue No -C; •�� `�� P�r ......... i LspiraW DIr t-3-{•34{l 70582 ilk o • • �LAS•S CApctrp ON:THIS• SFt-ET ARE: • 4BASE D&ON ASmTM El30A09 (7& SGC. CJIGTS) Q '•. OF (y drowing no. • •- AND COMMIS2RON '�'• p pP•.•'���� W12-08 DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• PROPERLY SECURED t ' p BY W000 BUCK 1BY WOOD BUCK 2 V 9/76" MIN. TYPICAL ANCHORS EDGE DIST. OR w THROW BOLT EDGE DIST. SEE ELEVATIONS WOOD STRUCTURE o PENETRATION FOR SPACING EDGE DIST. SEE NOTE SHEET 1 SMETAL TRUCTURE r+ • EDGE EDGE DIST. • z� J• ''I 0 a O 25 I I rn 2 to �0 1 N Wo N F� lNV LL I I a= twt �= W 2 Sc _ 0 Ul�e� B ur O In In w In 0 2 O33 26 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS Q' 0" '2'! M g FOR SPACSEE04 ING NS FOR SPACSEEING NS FOR SPASEECING NS 0 1,4 W N I MIAMI-DARE COUNTY APPROVED II 1 $ f In I� CLIPPED MULLION :SEE SEPARATE N A Ij U J J o Q m w 25 Uj 2 o GLAZING OPTIONS ui SEE SHEET 1 TYPICAL ANCHORS ~ W SEE ELEVATIONS (}� FOR SPACING (n N x 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 3 5 M N x = p MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER O M ro J10 a THEM TO THE BUILDING STRUCTURE. Z Z31i $ X $ 3z o W TYPICAL ANCHORS: SEE ELEV. FOR SPACING ti O op 1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) V N W J W rom k INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS EVWAD 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) r�Wplyl. Flli 0 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 4+W74 o_)'a DIRECTLY INTO CONCRETE OR BLOCKS 6Wtr�IM�a'1°---�'i'i'a, 4 - o o 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4° MIN. EMBED INTO BLOCKS (JAMBS) WM C�MN Iq a 7A 7 I d rc' a l� i f--TI 014 SMS OR SELF DRILUNG SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OOR • ]_2INTO METAL STRUCTURES (tOki?/JA1A� • • • • • • • o $R/ DOOR DETAILS(3) THREADS MIN. PENET ION BEYO ?W:T4E • • • • o a i t ' ALUMINUM: 1/8" THK. MIN. Q6063-169MR9.) • • • ••• • o m u o 25 I I • • • • • • • 771111111// O x STEEL: 1/8" THK. MIN. (Fy=••36 K4I:MI11�• • • • •• `��Y�ry iiyy (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ��� oJP",`:.����i- J NPICAL EDGE DISTANCE v - • INTO CONCRETE AND MASONRY" P-1 /2" IWN. • • • • a • • • • ` • 70592 INTO WOOD STRUCTURE i MI • • • � 1y��1 q _ 4 INTO METAL STRUCTURE S� 4 • A `01� " TYPICAL ANCHORS i /4° yilN. • • • • • • Q=� EDGE DIST. SEE ELEVATIONS • ' • • • • • • • • TE OF ((/�� drowing o no. WOOD AT HEAD OR JAMBS = 0. MIN. 1/2° MIN. FOR SPACING �' • • • • • • �; THROW BOLT CONCRETE AT HEAD, SILL OR JAMBS f'e 3000 P51 MIN. 'ice RID?•. •''�\` L PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. ,�®® S��� 1/u ntttt sheet 4 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' MAX. E SHIM 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING N w w CONCEALED FLUSH BOLTS 1/4" MAX. LEVERS AT STILE FACE D SHIM ACTIVE LEAF FE. 26 --- �J®® EXTERIOR METAL STR 19 D.L.O. SEE SPEC SHEET 4 — 37" MAX. LEAF WIDTH TYPICAL / SI FOR . WOOD BUCK •o.� TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS #1 OR /2 (OPTION 2 SHOWN) SEE SHEET 7.1 1 17-Jw m 0 I N • 0 F � W m a f N o W IL 02M Q 60p 0°1�ru¢ Np Q W 7 LL n �2pN-� J CZ70D �_� Q WONiii O V d J J N N � � n w ri w 1 63 cn 3oon M N 000 J n CV J w u�W J w ao7 � O RS A 8 g�� 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY •RODUC f REYISlY • • • • • • r t•.pMw with tYe ilwib c • « m INACTIVE LEAF • • • ACfI{E IfAi' • • NaMla>(Ced• • • • • xephea No • • • • • • • • • A= dte •1 ;? < < m • • • ` u ' 29 • • • • • • • • • • ds `L�.... \ . ...�•-�t" ```t t, ,t tt �1 U 11 I I IIIYi N _ �t CENT'•., 4 - - �'__ Ir'�---'`^}- .ill-'-�• • • • • • • • _ 117D592 '__ o n �, k `201!!mp - EXTERIOR • • • • • • • • :� T OF ly�� drawing no. DOOR DETAILS L�oft K OPTION /t //111111111 tt sheet 5 of g • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS �SEEE ELEVA^IONS EDGE DIST. _ O L 22 o u 4 f u 2 GLAZING OF SEE SHEET a a � � p z w � d F o W in 4 4A 2 FIONS 1 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL P SI FOR METAL SEE SPE( 1/4' MAX. SHIM TYPICAL ANCHORS U SEE ELEV.t FOR SPACING.w NCHORS ING H O D REINFORCING O 16 AS R SHEET I SEE SHEET 3 ^ AT 5' FROMOM ENDS AND 11' O.C. MAX. �m m t �� 23 14 15 3 25 D.L.O. 19 9 D.L.O. EXTERIOR LEAF WIDTH 39 3/4' (SINGLE) SIDELITE -WIDTH _ _ _ 76' (DOUBLE) • • • • • • •MA* 9JMT FRAME WIDTH • • 000 • • • • • • • •ROODCE REYLUD = w p4leg wit► the FIOA& b•WFng Undo • ••• • • •• •• • •••AK vee Nn G i •IT- • • • • • • • • c..•eF • . ... SIDELITE DETAILS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . 70592 o n k r ' I OF Cy drowing no. a 10►,G��•' W12-08 sue. •� . ITEM k PART / REOD. I DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-T6 - 3 E603 - DOOR FRAME JAMB 6063-T6 - 4 E604 - SIDELITE TOP & BOTTOM FRAME 6063-T6 - 4A E626 - SIDELITE 9" BOTTOM FRAME 6063-T6 - 5 E605 - SIDELITE FRAME JAMB 6063-T6 - 6 E606 - SIDELITE SUP ON JAMB 6063-T6 - 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - 8 E608 - ILEAF W'STRIP ADAPTER 6063-T6 - 9 E609 - ILEAF HINGE STILE 6063-T6 - 10 E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E613 - LEAF CLAMP 6063-T6 4-1/4' LONG 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG 14 E614 - GLAZING BEAD (5/16' LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL. CLASS) 6063-T6 - 16 E616 - SNAP COVER 6063-T6 - 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS REOD. SIDELITE MULLION REINFORCING 6063-T6 - 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 F81202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLNAN & ASSOC. 22 #12 SMS AS REOD. FRAME ASSEMBLY SCREWS - - 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8' DIA. THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20618-KN-3020 - BULB W'STRIPPING S NTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAS - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. E622 - FLUSH BOLT CUP NYLON DL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK P3O DL01WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC /10 X 3/4' 2/ ADAPTER FH SELF DRILLING SCREWS - 2/ LITE SETTING BLOCK, 1/4" X 1/2' X 4" LONG EPDM AT 6' FROM EACH END, DUROMETER 80*5 - 2/ LITE SETTING BLOCK, 1/4' X 3/4' X 4" LONG EPDM AT 6" FROM EACH ENO, OUROMETER 80*5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. •• ••• • • • • • •• • •• • • • • ••• • • • • • • • • • • 11111nuL1A7jA • • • • • • • • • • • • s mODUC f RLYIaIY Muplyin wili l\t Ua��J�EN "'•.:U i � . 92 .=�T• •. • • • • • • • WAV 9>Ae. noise, Gard .... • . . • ••• • • •T_ �: .a • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 drawing no. 11 W12-08 LOCKS 4 POINT LOCK ASSEMBLY DLOI-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2' FROM BOTTOM 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM II I I I I INACTIVE ACTIVE HINGES 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION 112: ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2' X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 08-32 X 1/2' FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2' X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) /8-32 X 1/2' FH MS jI I ACTNE INACTIVE ACTNE •• ••• •• • • • •• • ••• • ••• ••• ••• • • •• • •• • • •• • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ►RODUCC REVIM = oa pwn with the Aft �, no 1F-631 S . tel RXIISrsillm Z; ,70p n .�nc :•L�.: drowing no. W12-08 �4000 �'{ .078 .625 5 z.o62�I t DOOR FRAME HEAD/SILL 4.031 F.78-1.047 7LEAF f�1.750-� 4.750 1.507 TOP/BOTTOM RAIL 519 .803 .045 F- to GLAZING BEAD 5/16" GLASS 1�. -�{I 394 130 �. .803 .045 L �I t. t 72 4� BEAD 15 GLAZING BEAD INSUL. GLASS 1.500 ��.312 .os2 6 LEAF W'STRIP ADAPTER 094 .312 .442 1.5s4 8 LEAF ALIGNMENT BRACKET 750 375 1 --7 � .125 .125 1.574 3.781 t3 LEAF CLAMP HINGE BACK-UP PLATE ••• • • • • • iAl • ♦{ 1.25a • • �:J �r• � �j1� •SIDELITE MULLION REINFORCING • • 11111E Illt��/ • • • • • •.078 A AN Mt4DUC t RLV1i/D >� Oa®•Iy1y wiH tYe F1e/1it - • • •4.188 • • • • • •--/LL .70592 • • • • 1ueylartce No . 13 -'ryA • q R .. .d76 .. • . . ` =`• • ••• • �a�.+��- ®'•, 7A OFL <!/� 1 6 SIDELITE SLIP ON JAMB 4 u Z m f N 1Y Q�yi I . �Nu i Q; a C LL 0 8 m n a c0 o -aG ��Z9N W 0 :L Z i Po J (Z7Z Q J w N 3 J a a U j�I .803=.p50 1.047 taA GLAZING 7/16' GLASS 7.531 7A L1.5074.000 1-1 .078 8.250 4.781 O SIDELITE 7.507 �i 1.750 TOP & 1.625 .078 BOTTOM FRAME 4.719 .078 1.750 1,507 4.000� 9 LEAF HINGE STILE = v = W c O N J N m W H n NN U! N N m _ m sM 0 O M h o 00 Z 3 t 3 Z 6 r9i Q op " 5.344 �{I 4.000 -�I I 2.081 1.750 1.507 ---I� L .078 10 LEAF LOCK STILE 1.750 BOTTOM RAIL 9" 329 V.078 �� L1 s12J 2 FRAME COVER 3.719 8.281 1.507-1 .078 900o 40 7 1. s c o F ww3 3w3 u V i N 3w3 o V g 33 U 5.344 - v .078 50 2.081 1.SOi� 1.750 �{ F .687 I_� .05 1.197 .154 8SNAP COVER �I a.000�I n LEAF ASTRAGAL STILEL q N N „ n m �• oo�no�= o o S = ^o E�<moo � o o Y 3• v drawing no. 1.500� .625 4.000 .078 �7 1.500� .719 4.000 1.b7 105 SIDELITE FRAME JAMB . . O �4.000 • SIDELITE 9" BOTTOM FRAME 3 DOOR FRAME JAMB • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �o 22 22 � w m 22 O N 40 Z Mm j / O'811:8 pacoti Z - ILQ - 8 JOOQ� Q -az 0 .-. N J � J In m cN N ` H DOOR FRAME CORNER F w N w c� z (/1 N m SIDELITE FRAME CORNER SIDELffE MULLION SLIP ON JAMB CORNER o 30 o n 3 15 10 J ¢v Z 3 of J w W �Ld f N N0 12 u IIImo:\` •AODUC or Aram �6 O ail I <py� rtrpiyh{wilY lYtFieelt I�' � 3 III �� Ilii AseAV�ee EZpirat-Wte�t-Z,,2N(5 Mti •r M.dit v u�t Ceuel H v � I • •• ••• • • • • • •• o on o S S. • • • • • • • • .� ass • • •• • • • • • 080.0 <m • •• • • • • ••• •tj � • GEN3F ,• t � i m • • • • • • • - - cis �; 0 • • • • • • • • • • • _ ST E OF 6(/� drawing n0. • • ••• • • • AC,_ ••,;i RID►,•.•'• ®�� LEAF CORNER Al- • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8501 SW 124th Ave. Ste. 205A Miami, FL. 33183 MCY ENGINEERING, INC. P: 305 271-0117 GLAZING CONSULTANT F: 305 279-6818 February 9, 2018 Product Approval Administrator Codes & Standards Section Florida Department of Business and Professional Regulation 2601 Blair Stone Road Tallahassee, FL 32399 Ref: Series MRG-400 Fixed Window — L.M.I. j ' Certificate of Independence • • • • • • • Dear Sirs, • As the structural design engineer retained by Mr. Glass Doors and Windoyls dh fie ....;. product referenced above, I do hereby declare that I do not have and will riotfiave any. • • :"": financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product and also that my company is not owned, operated, or controlled by Mr. Glass Doors and Windows in any way. FEBR 0001I 23453-121IGrM18 8:04_21 IFM MA02-110621DIVIDF Dgde 3*mw mmde r MMMW Cis Lmbiste 11ALW18 8:11:55 AM A. 9= AFgawved -1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • .. . . ..• • .. .. . . . • "' "00 MR'GLASS 90OR5 AND WINDOWS, INC. SERIES MRG-400 FIXED WINDOW •" •'L•AVG5'r5 4ALL MISSILE IMPACT . ......... . .. .. . ....... DRAWING5 INDEX SHEET TITLE CONTENT REV. DATE 01 COVER GENERAL NOTES AND INSTRUCTIONS 02 El WINDOW ELEVATION 03 G I GLA55 CAPACITY CHARTS 04 DI WINDOW DETAILS 05 Al ANCHOR OPTIONS 06 A2 ANCHOR OPTIONS 07 BOM BILL OF MATERIALS 08 I50 A55EMBLE DRAWING5 GENERAL NOTES: - THIS PRODUCT HA5 BEEN DE51GNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE GTH EDITION FLORIDA BUILDING CODE (2017) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). - WINOOW5 RATED FOR LARGE M1551LE IMPACT. IMPACT SHUTTERS ARE NOT REQUIRED. - THESE WINDOWS ARE APPROVED FOR AIR AND WATER INFILTRATION. - ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THI5 APPROVAL. MATERIALS INCLUDING, BUT NOT LIMITED TO, 5TEEUMETAL 5CREW5 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE GTH EDITION F46RIDA BUILDING CODE (20121.5ECTI046AS-APPLICABLE. - — _ 1z m7avl ING SYSTEM AND TO TRANSFER SUCH LOADS TO j§4D OBTAINED FROM A5CE 7-10, MULTIPLIED BY 0.G SHALL BE LE55 THAN OR THE MAX. DF51GN LOAD IN TH15 DOCUMENT. THE DE51GN LOADS SHOWN IN THIS �yyv+rviy�A11P.Y(ABLE DESIGN LOADS..,.ips&?& �Jt2i1(p 1l7`91QlRIl �Sbmmmn — III om�m U 2 INSTRUCTIONS: �+..>•. USE CHARTS AS FOLLOWS. s+w �+•wn wwies awncrcowrmroa ww�ia�.mwse � B STEP 1 : DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE U51NG APPLICABLE A5CE 7.10 F rovro�q 3 d STANDARD BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT.- STEP 2: SEE SHEET G I FOR GLA55 OPTIONS AND CHART FOR APPROVED <� LOAD OF DESIRED FRAME 51ZE WITH GLA55 OPTIONS. nr..or°0roO°�O.wnrnnio STEP 3: APPROVED ANCHOR OPTIONS SHEETS A I A2. e-mw�c. wwnw� 8 O il ANCHOR SPACING SEE SHEET E 1.„ w STEP 4: THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL"•'aM� O R APPLY TO ENTIRE SYSTEM. ,e,,"°�,,"•,,,p�"""',,,��wv"^,� f ABBREWA770N8ANOSYMBOLS :' 1 N� DA RE M D.L.O. - DAYLITE OPENING NOc. 2ee77 AS F.H. - FRAME HEIGHT SECTION NUMBER K�t •• N^ F.W. - FRAME WIDTH 7 S Of W/ - WITH 5 E N M ER OCENTER ;�1, 09; .•'��O ADIR-(I1 t OF 9 O.C. ON ,,C• 4 FS �.� .� FEBRUAR 20TH, 2018 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . .. . . .. . .. . . 48" FRAME WIDTH FRAME FRAME FRAME • • • • • • • • • • • WIDTH WIDTH WIDTH 1 7/844 114" 17/a• • • • • • • • • D. L.O.W. • • • • • • • • • FAL5E MUNTIN5 w = w I- w = A (5URFACE APPLIED) V 14" CI MAY BE U5ED U_ = _ U _ C C Cl OPP / of FRAME FRAME FRAME WIDTH WIDTH WIDTH uw ON w \_ UmG_ LU w= w= I I _ �00Ln iu iu u FzA �_ �uww m i K d w I = w= w BOO L q w FRAME FRAME 6 Tr WIDTH WIDTH of // w t- �w �W 6" 14" MAX. FIXED WINDOW ELEVATION ALLOWABLE AAD5 FOR ALTERNATE 511AFE5 A5 SHOWN (TEST 51ZE 5HOWN) ABOVE OR 51MILAR CAN BE VERIFIED BY IN5CRIBING PICTURE WINDOW 5HAFE WITHIN SQUARE OR RECTANGLE A5 SHOWN IN DOTTED LINE5 AND OBTAIN ALLOWABLE LOAD5 FROM TH05E 5HAPE5. WIDTH OR LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY A5 5HOWN ABOVE. 00010234 3-12/10MIl 8=04.21 FM IMA02-11 IlB-PDF 1 kdm Labide I IIMO IR 8:11:55 Aid A S HI ARwuved GA REGi iRA El %# 40C.. 2ee77 otAY�e AS e„Gr 1ARY 20TH, 2018 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . .. . . .. . .. . . )E51GN LOAD CAPACITY - P5F DESIGN LOAD G4 ACI P5r. (GLA55) • ; G • ) •- • • • • • FRAME 51ZE5 GLA55 TYFE5 FRAME 51ZE5 GLA55 TYPE5 :AAAE 1DTH FRAME HEIGHT G I 4 G I A G2 4 G2A WIDTH HEIGHT G 1 4 G I A G2 4 G2A (IN (IN) +/- P5F I+/- P5F IN IN + P9F •+ - PSI• • • • • • 30 36 54 26 •• • • • • • • • • • 65.0 100.0 26I/2 05AP /OOtW 42 65.0 100.0 37 48 65.0 100.0 53 1 /8 65.0 100.0 54 58.0 89.0 19 1 /6 65.0 100.0 60 58.0 89.0 26 1/2 65.0 100.0 3B3/8 58.0 89.0 g7 50 5/8 65.0 100.0 52.0 80.0 53 118 62.0 95.0 65.0 100.0 191/8 65.0 100.0 65.0 100.0 261/2 65.0 100.0 66 65.0 100.0 37 65.0 100.0 � ' C9 65.0 100.0 531/8 59.0 90.0 58.0 89.0 191/B 65.0 l00.0 52.0 80.0 261/2 76 65.0 100.0 65.0 100.0 37 65.0 100.0 72 78 •6 01 0 .. . m •• m®grow oM 3/ 16" HEAT 5TREN'D GLA55 3/1 G' HEAT 5TREN'D GLA55 0.090' PVBINTERLAYER 0.090" 5ENTRYGLA5 INTERLAYER BY'KURARAYAMERICA, INC.' BY'KURARAYAMERICA, INC.' 3/ 16" HEAT STREN D GLA55 3/ 1 G' HEAT 5TREN D GLA55 ku I, a 4 I co 1 j as - 1 YPE'G I ' 10 55 TYPE 'G2' KA� ° =, 7/ 16' NOMINAL OVERALL 7/ 16" NOMINAL OVERALL h` I _= os ms 1/4' AIR 5PACE 3/ 1 W HEAT 5TREND GLA55 1/4' AIR 5PACE 311 G' HEAT 5TREN'D GLA55 I/8" TEMP. GLA55 0.090' PVB INTERLAYER 0.090" 5ENTRYGLA5 INTERLA INC.' I/8' TEMP. GLA55 BY'KURARAY AMERICA, INC.' R.BY'KURARAYAMERICA, 2 I' 3/ 1 G" HEAT 5T"N'D GLA55 / 3/ 1 G' HEAT 5TREND GLA55 ALUMINUM 5PACEK 13 / ALUMINUM SPACERILI j jca o 1 gas 9 pF� GLASS TYPE 'G I A' 12 12 13/ 16" NOMINAL OVERALL 13/ 16 NOM NAEOVE2RALL fvSN a mNv�s �� lr RIDA RWrwA/1(INy e3 l seen a•�a NOTE: GLA55 COMPLIE5 WITH A5TM E 1300-09�'. •., f�d�� .t4 ••, 1 ••'t��'O AD18-01 - Q p (3 SEC. GUSTS). • Fg' �. ♦♦♦♦ 3 OF 9 FEBRUAR 20TH,2018 Cmbs Iib� 11 & 18 8=11:=55 Atli A 8 1F 1 1ed MIN. EDGE D15T = 3000 ". MIN. =I O • • ••• • • • ••• Ile•• • • • • • • • • •• • • •• • • • • • • • • • • • • • .009 + • • •• • • •• ••• • • _ • •• • • TYP. CH IQ.• • • • • • • FO �H I�QPTION• • • • • • • • SEf SHEET A 14 A2 • • • • �••WOODB:C14 N• • •� w • �• •• -� •• • • A DETAIL DI B DETAIL DI + ♦ CONCRETE \` fc a 3ks1 MIN. \ \ I y� FOR ANCHOR ION SEE ''0001023 3 - 12118T$_04=2A14 2-1 j5AGE TED LAMINATED GLA55 SHOWN. UBSTRATE 5HONRJ. FOR TYPES ARE INTERCHANGEABLE. THER IONS E SHEET A I OR A2 _ G I GLAZING OPTIONS. Q k&m Iabate 1WMIS 8:11_55 AM A MrRU wed fc = 3000 psi i " W EDGE D15T. TYP. ANCHOR. FOR ANCHOR OPTION 5EE SHEET A 14 A2 DB OPTION B LUSH ADAPTOR DI UrfIUN 6�7% ADIF-DI ►��, 4 OF 9 2018 • • • • • • • • • • • • ••• • • • • ••• •• • • •• • •• • • ••• ••• ••• • ••• • WO D BUCK TYP. ANCHOR. EE SHEET AI 1 /4" MAX. 7/8" 1 • • i • • i • 1 • • • 7/8 • I /4' MAX. SHIM • • SHIM 2 • • • • • • MIN. MBEDME � II %�� I I NTH I 1 8 4 12 9 9 12 4 �8C1 1 1 7/8" D.L.O. I 1 7/8' F.W. C DETAIL C OFF. D2 D2 IL ALOUNM r-- •vim va ama r am. 3 - 12}1 1I $=04=21 1M a_][ n TED GLA55 SHOWN. INTERCHANGEABLE, 5EE PAGE G I .FOR GLAZWG OPTIONS. 3 Lzhisic 11/L?201:1 8: n 1:55 AM A N z n u z w .Di O TYP. ANCHOR. FOR ANCHOR OPTION 5EE SHEET I� l2)_\ QAI 7/8" J A y� n 5EE SHEET A2 Z g` FLORIDA APPROVED ]� MULLION AND MULLION a ►� ¢ g 3 ANCHORS SEE SEPARATE APPROVAL ma 1 7/8' C FLUSH ADAPTOR pj D2 ION A 0- 7/8" 1/A' MAY — R of ANCHOR TA 5H2 C MIN. SEDMENT i No CIR it /// # SOF9 2018 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... TYP. ANCYIpR • • • f SEE E I fK" • • • MIN • • SPACING EDGE DIST. d.A45�ky • ANCHOR OPTIONS. TYPE "A": 1/4" DIA. 'ELCO' ULTRACON (Fu= 177K51, Fy= 155K51) 1 1/2 " EMBED INTO WOOD (5G-0.55) TYPE 'B': 1/4" DIA. 'ELCO' ULTRACON 1 3/4" EMBED INTO fc'=3 K51 MIN. CONCRETE OR THRU I X WOOD BUCK INTO CONCRETE W/ 13/4" EMBEDMENT INTO CONCRETE 1/4" DIA. 'ELCO' ULTRACON (Fu— 177K51, Fy= 155K51) 1 1/4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) OR THRU I X WOOD BUCK INTO HOLLOW BLOCK OR GROUT FILLED BLOCK WITH 1 1/4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) TYPE "C": # 14 5M5 SCREW (Fu=74K51, Fy=57KS() INTO 1/8' MIN. THK ALUMINUM MEMBER (GOG3-T5 MIN.) # 14 TEK5 SCREW (Fu= 120 K51, Fy=92K50 INTO 1/6' MIN. THK STEEL. ANCHOR EDGED 015TANCE: JFOR f Eli 4F R SPACING • MIN. EDGE D15T. WOOD OR WC II.. 1' .. rICn I:riil! +-';177II T.r: CONCRETE AT HEAD , SILL OR JAMB fc'=3000 P51 MIN. UNLE55 SPECIFIED 18 OLLOW /FILLED BLOCK AT JAMB fm'-2000 P51 MIN. WOOD 5G=0.55 MIN. Labs i6e 11AVM18 8:11:55 AM A TYP. ANCHOR E I FOR CING CONCRETE Pc — 3000 p51 U IYP. ANCHOR SEE E I FOR SPACING Fllo 7 U ci J �= Wq Y 1 ; p o d Z Z W m $ TYP. ANCHOR SEE i y4 i ELEVATION FOR SPACING o�nn< 2 U Z .. ni _ a F.W. F.W. i t9 R z FLORIDA APPROVAL MULLION SEE SEPARATE APPROVAL Q.9 11 _L �_ SEALANT: tM�� ALL JOINTS AND THE FRAME CONNECTION SEALED WITH 51LICO WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLA55 WINDOWS AND DOORS, MUST SUSTAIN LOA[ IMP05ED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE I �r. nlv�,l IVR 3EE E I FOR 3PACI NG i= vL I Al 83 RIM TRA�I{INy No 26677 1Nwa Cf W U . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . TYP. ANCIdOR • X If Vpb• 'ACIN • • • _ • • •• 4TJ �RIi�R ANCHOR OFRON5 : u TYPE "A": 114" DIA. 'ELCO' ULTRACON (Fu= 1 77K51, Fy= 155K51) • ff lr% ANCHOR • 5 L• E I FOR /• •/" 5 ACING 1 1/2 " EMBED INTO WOOD (5G=0.55) TYPE "B": 1 /4" DIA. 'ELCO' ULTRACON 1 3/4' EMBED INTO fc'=3 K51 MIN. CONCRETE OR THRU I X WOOD BUCK INTO CONCRETE W/ 1 3/4" EMBEDMENT INTO CONCRETE I/4" DIA. 'ELCO' ULTRACON (Fu= 1 77K51, Fy= 155K51) I 1/4' MIN. EMBED INTO HOLLOW BLOCK 1 3/4' MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) OR THRU I X WOOD BUCK INTO HOLLOW BLOCK OR GROUT FILLED BLOCK WITH 1 1/4' MIN. EMBED INTO HOLLOW BLOCK 1 3/4' MIN. EMBED INTO GROUT FILLED BLOCK (JAB ONLY) TYPE "C": # 1 4 5M5 5CREW (Fu# 4 5M5 SCREW =74K51�=57KSI)57KSI) INTO 1/8" MIN. THK ALUMINUM MEMBER (GOG3-T5 MIN.) # 14 TEK-9 5CREW (Fu= 120 K51, Fy=92K50 INTO 1/8' MIN. THK5TEEL. ANCHOR EDGED D15TANCE: IIVIU WUUU JI KUI.I URC = I- MIN. — 12 IMMV-04-'21 FM RETE AT 18 HOLLOW /FILLDED BLOCOK ATIJAMfB fm -2000 P51 MIP51 MIN. NNLE55 SPECIFIED WOOD 5G=0.55 MIN. IaMcdc 11fLWIS RALS5 Aid A III moved TYP. ANCHOR FLORIDA APPROVED SEE E I FOR MULLION AND MULLION SPACING ANCHORS SEE 5EPA APPROVAL w CONCRETE Pc = 3000 TYP. ANCHOR SEALANT: ALL JOINTS AND THE FRAME CONNECTION SEALED WITH 51LICONE. — +•+•r.�v Tr I WOOD 15UCK5 AND METAL STRUCTURE NOT BY MR. GLASS WINDOW5 AND DOOR5, MU5T SUSTAIN LOADS IMP05ED BY GLAZING 5Y5TEM AND TRANSFER THEM TO THE BUILDING 5TRUCTURE TYP. ANCHOR 5EE I I FOR 5PACING o u µG CXN 28177 i /Jaar r O�. AD18-0I F3$jnNP�:���� 7 OF 9 UARY 20TH, 2018 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . •• • • •• • •• • • 2.848" ` ... . . ... . ... . A I .G74" .. ..- .. N L(i ' • �' i i • • • •(Q U) • • • • • • ep O O t` O 1.189" 1.721" • u • GLA55 5TOP FRARM2OEAD, 51�6063 STG I 2 PERIMETER COVER I 3 MGR 2FP GOG3-TG I 4 MGR 209 GOG3-TG MRG-2 I S GOG3-TG 9, " O 1 .09G" 5 GLASS STOP MGR-210 GOG3-TG ITEM PART I MGR 20 2 MGR.21 ! 3 MGR-2 I 4 MGR-201 5 MGR-211 6 7 8 - 9 - ,o II DC975 12 la - - 1211IS 8=04=21 IFM BILL OF MATERIALS DESCRIPTION FRAME HEAD PERIMETER COVER FLU5H ANCHOR ADAPTOR GLA55 STOP (IN5ULATED LAMINATED GLA55) GLA55 STOP (LAMINATED GLA55) I/4' HH TAFCON 8- 18 PH Fh 55300 L- I' A55Y 5CREW 10- 16 5M5 PH FH L- I' 55300 BULB GA5KET ULTKAFAB E201 5ETTING BLOCK 311 G" THK X 1 /2' X I" 5ANTOMN DOW CORNING 795 1 /2' X 5/8' 5ETTING BLOCK LAMINATED GLA55 GLA55 SPACER i ljffi&tc 1I MMIS 9:11:55 AMA SMU l ed MATERIAL I MANUF. / REMARK5 GOG3-TG TECNOGLA55 6063-TG TECNOGLA55 GO63-TG TECN5GLA55 GO63-Tr. TFCNOGLA55 6063-TG TECNOGLA55 A5 REQUIRED - F r1a r�I1 A/ A. Anls—nl ►•l, 8 OF 9 2018 . . ... . . . ... .. .. • . . .. .. . . . . . . . . . . . . ....... .... ••• ••• •• • ••• • • • • •• ••• A• • • • • • 6201 n •• •• (8) #10 x 1/2"LG FH SMS MIG ALL CORNERS TO BE WELDED (ELECTRODE ER4043) 4 10234 i j 3-12/lMrMl82lkFWIRCULAR OR ANGULAR 140M241 18-MF WINDOW CONECTION Czdm Ubisic I M"201$ 8:11:55 AM A U Appmved SEALANT: ALL JOINT5 AND THE FRAME NNECTION 5EALED WITH 51LICONE. RECT. OR SQUARE WINDOW CORNER V RIDA �R�y�s BR yA • q �l83 00 29677 t ,,FQ P ssA�Ni•�..•• FEBRUARY 20TH, 2018 u ADIA-01