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WS-19-16500 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: Location Address Parcel Number 474 NE 95TH ST, Miami Shores, FL 33138 1132060140440 Contacts Permit NO.: WS -07-19-1060 } Permit Type: WittClowS/hl ark Classification: Window/Door Replacement Permit Status: Approved Expiration: 01/20/2020 LEANDRO BONFRANCESCHI Owner HOME OWNER Contractor 474 NE 95 ST, MIAMI SHORES, FL 33138 HOME OWNER Description: REPLACE 10 WINDOWS AND 1 SLIDING GLASS Valuation: $ 10,000.00 Ins ction Requests: e DOOR 62-494'9 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $6.00 DBPR Fee $3.00 DCA Fee $2.00 Education Surcharge $2.00 Scanning Fee $12.00 Technology Fee $5.00 Windows/Shutters Fee $150.00 Total: $230.00 Payments Date Paid Amt Paid Total Fees $230.00 Cash 07/23/2019 $230.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating struction and zo ing. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date July 23, 2019 Page 2 of 2 Miami Shores Villag1.10 e e g B ildin Department u g p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. FBC 200 w S- on -t9 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP ., ^ CONTRACTOR DRAWINGS JOB ADDRESS: 4;4- Nc '5�t ja- City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: L l' 3ZcU - 0114 —044a . Is the Building Historically Designated: Yes NO Occupancy Type: S Load: Construct/ion Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Lz+,�LLy ®�J`-+c•�'♦�f��..tCb Phone#: aa4 Address--: ``AA City: U`�( V^A^Al SVIVNCTa State: Zip: �✓3� • Tenant/Lessee Name: Phone#: Email: L6p,.-t�,�l (A? �O''"�r..�`. • (�-� /`. CONTRACTOR: Company Name: Phone#: Address: City: State: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency,#: DESIGNER: Architect/Engineer: Phone#: I Address: City: Value of Work for this Permit: $ W lL Square/Linear Footage of Work: Type of Work: ❑ Addition—❑ Alteration El Rep= it/Replace Description of Work: p: Zip: ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee Structural Reviews $ (Revised 02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 2� , O b Bonding Company's Name (if applicable) r Bonding Company's Address -City w State Mortgage Lender's Name (if applicable) Mortgage Lender',s Address r""City' ....- l- 1 ;e 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 YdUR PROPERTY: IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR -NOTICE OF COMMENCEMENT." ' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500,,the applicant must promise in good faith,that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified •copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature�v— Signature OWNER or AGENT The foregoing instrume t w s acknowledged before me this day of 120 �J by �iA,N,u D .' w'fi'b` ii IJM61ly known to me or who has produced r as identification and who did take an oath. NOTARY PUBLIC: Print: Seal: ' CONTRACTOR The foreg • g instrument was acknowledged before me this d of 20 by who is personally known to me or who has pro ced as identification and who 'd take an oath. NOTARY PUBLIC: Sign: Print: My Comm. Expires Nov 28. 2020 Seal: Bonded through National Notary Assn. APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) OWNER BUILDER DISCLOSURE STATEMENT NAME: ('Coo,D-DO-0 pboo Asl -s' DATE: ADDRESS: 4-+4- Qz Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. I, 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act a my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she s responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of ly own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and ontra Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, hich lates the exemption. Initial ` 1 •" S. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. -Initial w 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons rking on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by c unty or unicipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and a aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I u iderstand that my failure to follow these may subject to serious financial risk. Z Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will a ide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply withal] applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may co act the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 agree to notify N-Hami Shores Vniage immediately of any additions, deletions, or changes to any of thein rmation that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this th day ofJJ204 By '�� t r7 �r�1�l�z'n' Y l�ti�''� who was personally known to me or who has Produced there License orCA as ide OWNER NOTARY rtifi si,p"oNill co :Z s3»�aP' Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: v Qualifier/Owner Signature Date 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) ❑ 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: 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) E 1f Owner is doing the work, include the Owner Builder Disclosure. F Require inspections: Buck (if greater than 1 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 a G. T 474 NE 951h Street - Miami Shores, 33138, FL, c u y,,. -- RECE ED 1 W1 1 55 63 18-1220.07 70 80 70 80 NO 1 W2 1 53 50 18-1220.07 70 70 70 80 NO 1 W3 1 55 63 18-1220.07 70 80 70 80 NO 5 W4 1 37 50 18-1220.05 75 141.1 75 90 NO 1 W5 1 19 38 18-1220.05 55 60 75 90 NO 1 W6 1 107 80 18-1220.08 60 80 60 80 NO FRONT W3 REDR' a.> ..}E 1) v% Not part of Wl Not part of W2 W4 this permit this permit K.IT HEN ATH W5 Not part of this permit BATH W4 W4 BEDROOM • •• • • • • ••• Wn d/d///AraXrBL%%///diddddL:�'/ddd/.D/O Not part of this permit • • 96* • • • • • • • • • • REAR • • • • • • • • • b • • P • • • • • r M IAM 1-DADE 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) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:rSe—nes- Eco-Gua-r-d=f0 " Aluminum Single=l3ung-Wind-�L-=M:IP APPROVAL DOCUMENT: Drawing No. W09-08, titled "Eco -Guard Series -100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal 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 renews NOA No. 17-1011.23 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. CNOA7No—J8.=1220.05� Expiration Date: April 08, 2024 Approval Date: January 24, 2019 ....... . .. .. Page 1 . ......... . .. ... .. . .... ..•.• . •.• . . • • . . • .. . . . . . . .. . • • • . . .. . . . 0:0 . ..... . ... .... . . .... . Y 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 NDA No. 09-0224.07 and 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 F dated 09/26/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 171011.23) 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 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 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 per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 106-1/2" wide x 76" high ECO -Guard Series -100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 106-1/2" wide x 76" high ECO -Guard Series -100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) Manuel P .E. Product Contro Exam' er NOA No. 18-1226.05 Expiration Date: April 08, 2024 Approval Date: January 24, 2019 E-1 .. .. . ......... . .. ... .. . .... ..... . ... . . .. . . . . . . .. .. .. .. .. . .. .... ....... . . ..... . .. . . ...... . .... .... . . .... . Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 53-1/4" wide x 76-1/4" high ECO -Guard Series -100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2170, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 03/27/15 and 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 15-0406.12) . 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 15, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 17-1011.23) 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. son, P.E. (Submitted under NOA No. 14-0317.02) `^711,11il /,/ P f D� l-,, Manuel Pe , E. Product Control xam er NOA No. 18- 0.05 Expiration Date: April 08, 2024 Approval Date: January 24, 2019 E- 2 ....... .. .. ......... . .. ... .. . .... .. . . . . . . .. .. .. .. .. . .. .... ....... . . ..... . ... . .. .. . . . .. .. .... . . .... . Eco Window Systems LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Proposal issued by the Product Control Section, dated 03/25/13, Gascon, P.E., Product Control Section Supervisor. (Submitted under NOA No. 14-0317.02) 4. Laboratory compliance letters for Test Reports No. HETI-08-2166A, signed by Jaime 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. 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. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifolg Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 17-1011.23, issued to Eco Window Systems, LLC for their Series "Eco -Guard 100" Aluminum Single Hung Window - L.M.I., approved an 12/21/17 and expiring on 04/08/19. %i, '4� , It ® f n C rL Manuel Perez, P)LI: Product Control Exami�{er NOA No. 18-1220.Ir5 Expiration Date: April 08, 2024 Approval Date: January 24, 2019 E- 3 ....... .. .. . ......... .. ... .. . .... . ..... . ... . . .. . . .. .. . .. . . .. . . . . . . .... ....... . . ...... .... . . . .... .... . ECO -GUARD SERIES -100 ALUMINUM SINGLE DUNG 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 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 AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 53 1/8" 53 1/8" WINDOW WIDTH WINDOW WIDTH 47 3/8" 47 3/8" D.L.O. (FIX. LITE) D.L.O. (FIX. LITE) 6" MAX. 12" MAX. vi 6" MAX. 12" MAX. w HEAD HEAD MW HEAD HEAD m w CORNERS 3 ¢ CORNERS 3 o co o •4 !I it ••� w li II li II \ X — I— LIi 1 SWEEP LATCHES I I I I I — •• f r�D II If II FROM ENDS II ��, II • AATT 12-1/2 4 �I B II II TYP. \ x ---- II ' II • Fl li 3 II I mN II If (I Nm ••• ui V li g w _j 1� II �I - Q 6 N �p p II I II N z li ii ii z B 3 H " F II II Ik � 3 (0 w i II I II ui tj „00� wro I� ' CD > _iLOY In _4 I C II ,? I. FALSE MUNTINS JNO ANCHORS AT SILL FALSE MUNTINS NO ANCHORS AT SILL (SURFACE APPLIED) (SURFACE APPLIED) OPTIONAL 47 3/8" OPTIONAL 47 3/8" D.L.O. (VENT) D.L.O. (VENT) SPRING LOADED LATCHES 50 3/16" AT 7" FROM ENDS 50 3/16" VENT WIDTH OPTIONAL TO VENT WIDTH SWEEP LATCHES EQUAL LITES TYP. UNEQUAL LITES (ORIEL TYPE) TYPICAL ELEVATIONS TESTED UNITS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. rs air 4 l !jig wixi tht §� ki PRODUCT I "TSS jVI1SL•i1i i�3:t� . �tIC$%033ffi+� jTF 70492 TE OF 4wew N � V a = L M N Li '- 'j X p 0 W 0 U}7 o _ I t~3 N co vL`'i Z_ 3 m CO Z M C a 0 N J CD V o o C4 0 N .i p N N H o • o D l a V a v` v drawing no. W09-08 sheet 1 of 6 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPES 'A', 'H' & `C' WIDTH HEIGHT EXT.(+) 1 NT.(-) 19-1/8' 24" 26-1/2" 32• 37" 40' 48' 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 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/B' 24" 26-1/2' 32" 37" 40" 48' 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 9010 75.0 90.0 75.0 90.0 19-1/8' 24' 25-1/2" 32" 37' 40" 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 19-1/8' 24' 26-1/2' 32" 37' 40' 48" 53-1/8" 76" (7) 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 C6 W 4. U) M O S U z W 0 O z Q U 0 Z U) LLi1 2 H z w CL z O z EQUAL LITES 1/8" HEAT STR EN' D. GLASS .090" Interlayer � Trosifol PVB By 'kuraray America, Inc.' ,-l/,' HEAT STREN'D. GLASS UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPES `B' do C. WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1/8' 24" 26-1/2" 32' 37' 40' 48' 53-1/5' 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" 40' 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 19-1/8. 24" 26-1/2' 32' 37" 40' 48" 53-1/8' 76" (7) 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 1 90.0 3/16" HEAT STREN'D. GLASS .090" Interloyer Trosifol PVB �By 'kuraray America, Inc.' x3/16" HEAT STREN'D. GLASS Cd Q W 0_ V) Of 0 S U Z Q U- 0 O z W Q U 0 z N W F - z W Of a. z O z w!n-ru 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 .090" Interlayer Trosifol PVB FBy 'kuraray America, Inc.' x-1/8" HEAT STREN'D. GLASS EL 0 - SILICONE F ' SILICONE Z m DOW 899 Z m ' DOW 899 Z m /16 Ij li 0 16 !! I! / d YI AT 1/4 POINTS ON LITES 13 WIDER THAN 36" ONLY GLASS TYPE 'A' NOTE. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 `II AT 1/4 POINTS ON UTES 13 WIDER THAN 36" ONLY GLASS TYPE `B' GLAZING OPTIONS SILICONE DOW 899 'S?til;sElCI' �E}iFi+�+ h I` !ALL SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 2113 /4 POINTS,.. N .7SIZES as :;n .nbirzv wsrz the Florida � - GLASS TYPE 'C ® ATE OF tnys NAL ^. N � U J ,n co in ca i o vi X w U o v~j Cl �_ I 3. -c r7 cy) Lu Q 6,5 u> R a co � v```i Z_ i° } ro o C-4 J p O 00w w W 00M v 0 0 l p V N U N 0 C, 0 B a B �< 0- a l0 N drawing no. W09-08 sheet 2 of 6 0000•• 0000•• 0000•• 0000• 0000• 0000•• • • • 0000 • • •0900• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING i Ee 0 o rE-4 z 3:I W OC I OPTIONAL TO BOTTOM LATCH c e de e d i � 'Q d• . •e e \ TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 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 1/4' DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS frm = 2000 PSI MIN. `�1111111r1/l// �i s %o ''f iB�(70592 "t, flonda 1A SEALANT: ATE OF ALL JOINTS AND FRAME CONNECTIONS SEALED WITH s=!�-�� �'� ZOIRV flP•'� Miami Dade °aru t Cu 4*ck ��i MAI JOINT SEALER. ^ N U v J N Q o co 3 +Uri ^n = L M (n ; LJ �iV)� V) I � ate .+ ,;; 06 rn = C)O cwi� Z u- m C7 LnO 00 .� o U Lr) w v W 00 -a rn 0 N n o cV N 6 o a s ll uVi i v drawing no. W09-08 sheet 3 of 6j MIAMI'-DADE COUNTY TYPICAL ANCHORS ITEM $ PART # IREQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY101 1 FRAME HEAD 6063-T6 - 2 FY115 1 FRAME SILL 6063-T6 - 3 FY103 2 FRAME JAMB 6063-T6 - 4 FY104 1 FIXED MTG_ RAIL 6063-T6 - 5 FY105 1 VENT TOP RAIL 6063-T6 - 6 FY114 1 VENT BOTTOM RAIL 6063-T6 - 7 FY107 2 VENT SIDE RAIL 6063-T6 - 8 FY108 AS ROD. GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - • 8A FY109 AS ROD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - •• BB FY110 AS ROE). GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - • • 9 FY116 2/VENT SASH STOP 6063-T5 - •• 11 FY113 2/VENT SPRING LOADED LATCH, AT 7" FROM ENDS 6063-T6 - 11A - 1/ LATCH LATCH SPRING ST. STEEL - •• 12 SL203P 2/VENT SWEEP LATCH, AT 12-1/2" FROM ENDS ZAMAK SULLIVAN & ASSOC_ •• 12A #6 X 5/8" 2/ LATCH LATCH INST. SCREWS ST. STEEL FH SMS • 13 - AS REQD. SETTING BLOCK EPDM DUROMETER 80±5 SHORE A 14 #8 X 1" AS REQD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 14A f8 X 3/8" 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS 15 E207 AS REQD. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB 16 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB 18 W23181 AS REQD. FIN SEAL W'STRIPPING - ULTRAFAB 19 FY117 4/ VENT SASH GUIDE CELCON M&M PLASTICS 19A #6 X 3/8" 1/ GUIDE SASH GUIDE INST. SCREW CRS OH SMS TYPE B 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY BSI 20A J8 X 5/8" 1/ BALANCE BALANCE INST. SCREW - I P FH SMS 21 - AS REQD. GLASS SPACER SILICONE ( FRANK LOWE 22 - 1 5/16" BOX SCREEN - OPTIONAL 23 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 24 - - INSUL GLASS EDGE SPACER ST. STEEL CARDINAL XL iCKS 4CHORS NG Rof-4.}1 r IAVNFTMM as a ar3 i -mg with th2 n: Oy PRODUCT RFVISED as crj'nP YJf,z %vith ft FEorW Dmilding Mice AceePt2rn•.;c:i.T� 1•i•lolt"2� =�x,Pirstisr•� �3e £C{ —D?h Jiami Dade:s:3u,1 Control 1/4- MAX. SHIM (1 O U W co 0 I rn .� imp O O Z c4 W n I aIL �a 2 90 C) 0 0 N •Y Q W • • iGf o k • LL • cl u N Ago • dit C, ❑ • It Z A• • W LL •s • ti• Z 0 2 M O0 46 W 6m1 •F 8 0 METAL { /-STRUCTURE o m m a0 a O n U (0 r N -g O o TYPICAL ANCHORS C c w SEE ELEV. y < ° 19 FOR SPACING v a a IL � � C CD fo m r.i ti W O D R N N O O D O W a) n .. ♦���DID A� ♦ w i p r .782 a YS w o .c 40 W L ®' STATE OF drawing no. ,of;��• .FCORIDP. � w09-08 A� 1��♦♦ sheet 4 of $ 0000•. • 0000•• 0000•• 0000• 00.00 0000•• • • • 0000•• 0000•• • EDGE DIST. _J TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL /-STRUCTURE MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACINGd I O ALT. QC C. a MASONRY W a o W& : . d -. .d d T REN � tl+ a� QcyG2t. Yin. W'. h de vkwik N,8,r22� D -z Z4- INSTALLATION 4INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER J- T REVISE =- loti- BY S ( W 0 0 1 rn Z m 3 0� c� Z N W I N �.Op�0 O O W N •Y W .� . Q t u. UILD .. •• ' • • U J J in 3 °D Go C�C � = G M (n Ld v F- L � w a }- o (n F- to C)_ 0 (n Z 3: 00 m n 2 � o CD 0 C14 i oI (Lr) LJ W W 00m N cy oc o r _ a yo x O U ' ®� OF ��` drawing no W09-08 111RflA�. %� (sheet 5 of 65 of 6 r-1.281-1 '7 E.078 .062 L—� 2.750 71.144D rL 2.874 -i O FRAME JAMB Afi2 2.188 1.375.5t9 .394�j -1 x.130 1.001 .045 .803 .050 .803 ,045 ao3 1.422 0 FIX. MEETING RAIL O� 1.047 O 1.047 ae 1.047 t -1.34-0-----i GLAZING BEADS 1.250 [" Rn lr.062 2.063 19--1.140 -d �5 VENT TOP RAIL m O VENT 130TTOM RAIL 73 O FRAME SILL 0 1.067 ,062 1.140 6211 d O VENT SIDE RAIL D2 0 5 SPRING LOADED LATCH 15 2. .06 .062 s00 769 2.611 23 FLUSH FRAME ADAPTER Q 14 VENT CORNER DETAIL 1aooucT PSA Evfm ®9 compf)Ing with the . 4,4idirg Cads kr pmro-� No 1e -122x.05 c 'niraticv Date ZQ B i4join ID ii•" DUC T gSVIpLs i�S�;i_Frpyo,„„k% Acceplaect Nc i Dl1Z3 ExpiraY:ea Dlte g��,,j„ Wlq By i n z -J 2hi�nti D tie FFoduc, +Conto3 o w 0 0 I rn Z ti m 14 X N Q W I m N Qno 0 IN Ns s LL La .• =00• co In • • ••• .s c h • 0000•• 0000•• • • tY 11: M o • • • ••• fm mwp• ..... .. � d � u -, • ...... • •• 30 w m€• • •s•••• • • • • •0000• U LO 3 � in 0 U) _ o 0 W 14 v] W o �� M� of � a 0 c N Z �CO m 0 z o 0c.IJ� OI C) L w W 00 :2 9 0 Z U U¢] O fE S h O Q N ~ N !V) C V O \�`y�►lllllill�j/�/� GEfY�C �i� N j� cr \ i N SQ o.7 Jo' OF - ��� drawing no. NAL /1,1111110 sheet 6of 6 2.750— o62 .062 - 1.s8a 813 .812— 2.812— - FRAME HEAD FRAME io- 1.202 --1 r-1.281-1 '7 E.078 .062 L—� 2.750 71.144D rL 2.874 -i O FRAME JAMB Afi2 2.188 1.375.5t9 .394�j -1 x.130 1.001 .045 .803 .050 .803 ,045 ao3 1.422 0 FIX. MEETING RAIL O� 1.047 O 1.047 ae 1.047 t -1.34-0-----i GLAZING BEADS 1.250 [" Rn lr.062 2.063 19--1.140 -d �5 VENT TOP RAIL m O VENT 130TTOM RAIL 73 O FRAME SILL 0 1.067 ,062 1.140 6211 d O VENT SIDE RAIL D2 0 5 SPRING LOADED LATCH 15 2. .06 .062 s00 769 2.611 23 FLUSH FRAME ADAPTER Q 14 VENT CORNER DETAIL 1aooucT PSA Evfm ®9 compf)Ing with the . 4,4idirg Cads kr pmro-� No 1e -122x.05 c 'niraticv Date ZQ B i4join ID ii•" DUC T gSVIpLs i�S�;i_Frpyo,„„k% Acceplaect Nc i Dl1Z3 ExpiraY:ea Dlte g��,,j„ Wlq By i n z -J 2hi�nti D tie FFoduc, +Conto3 o w 0 0 I rn Z ti m 14 X N Q W I m N Qno 0 IN Ns s LL La .• =00• co In • • ••• .s c h • 0000•• 0000•• • • tY 11: M o • • • ••• fm mwp• ..... .. � d � u -, • ...... • •• 30 w m€• • •s•••• • • • • •0000• U LO 3 � in 0 U) _ o 0 W 14 v] W o �� M� of � a 0 c N Z �CO m 0 z o 0c.IJ� OI C) L w W 00 :2 9 0 Z U U¢] O fE S h O Q N ~ N !V) C V O \�`y�►lllllill�j/�/� GEfY�C �i� N j� cr \ i N SQ o.7 Jo' OF - ��� drawing no. NAL /1,1111110 sheet 6of 6 M IAM I -RADE I 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) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:lfitQlltng Wince _wcT..�— L7W1_7 APPROVAL DOCUMENT: 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., bearing the Miami -Dade County Product Control Renewal 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 renews NOA# 17-1102.23 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. CNCrA—No 822n:0'7� Expiration Date: May 27, 2024 Approval Date: January 24, 2019 .. .. Page 1 . ......... . .. ... .. . .... •• ••• • Y•• • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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#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 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 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA #14-0317. 01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted 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#09-0312.08) E-1 f ManuelP re P.E. Product Contro Ex finer NOA No. 18-1220.07 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 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-08-2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) E-2 Manuel Per .E. Product Control F4Aam' er NOA No. 18 0.07 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 07/08/15, complying with FBC 611 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 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas@ (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated October 12, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window Systems, LLC for their Series "Eco -Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved on 09/03/15 and expiring on 05/27/19. E-3 Manuel Per, P. . Product Control E aurin r NOA No. 18- .07 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 2. None. G. OTHERS 1. Notice of Acceptance No. 17-1102.23, issued to Eco Window Systems, LLC for their Series "Eco -Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved on 01/11/18 and expiring on 05/27/19. E-4 Manuel Perez .E. Product Control ExaIging NOA No. 18-12 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 ....... . .. .. . ......... . .. ... .. . .... ..... . ... . . .. . . . . . . . . . . .. *06 .. . 000 .... ....... . . ..... . ... . ...... . .... .... . . .... . 72" WINDOW WIDTH 3 1/2" MAX. HEAD/SILL CORNERS - A3. 3 it Cwv .- I � t\ _ ^ 0 co Z u) 0 - I I 31 II > i rn 1/ic=4 II II L = "I, w �l =�-- ==moi _-moil __ zz r7 co M 0 � ul p II • I I II II I I W • • �il 8 .' _mX. �21 o0 ./Q�� aoa a Ij jl ..�..• •• y•0 b• • ••••• Xtur, 01 •• _ •� Z ��WN� 06 • 4" m w 3 1/2- MAX. z HEAD/SILL ;U.) -' 0 CORNERS _ 10 5/8" MAX. 4" HEAD/SILL 3 q CORNERS `— 3 Cwv .- I � t\ _ ^ 0 co Z u) 0 - Z > i rn 1/ic=4 sc M WINDOW WIDTH 10 5/8" MAX. 4" HEAD/SILL 3 q CORNERS `— 3 Cwv .- I � a GE SCS 2000 Z Z m /. rn 1/ic=4 sc 1 qi ==moi _-moil __ zz II II II �II II II II II II II II II • I I II II I I I I II 11 I I • • 8 .' _mX. �21 o0 ./Q�� aoa a 3 ..�..• •• y•0 b• • ••••• Xtur, 01 (2) ANCHORS AT MTG. STILE ENDS TYP. ,,,-(4) ANCHORS READ. FOR SIZES AND LOADS MARKED WITH ON SHEET 2 ONLY N 92zz' Cwv .- I � a GE SCS 2000 Z Z m rn �i O0 m y O 1 qi • • • '�•Cyj d • • 'Daae .' _mX. �21 o0 ./Q�� aoa a ..�..• •• y•0 b• • ••••• Xtur, 01 •• _ •� Z ��WN� 06 • •••••• • • ato QQ : ••••i• i W� '•{Zit 0) 20 F� i••••i FALSE MUNTINS 31 1/4" 32 3/4" FALSE MUNTINS 32 3/4" 32 3/4" ECO—GUARD SERIES -200 (SURFACE APPLIED) (SURFACE APPLIED) ALUMINUM HORIZONTAL ROLLING WINDOW MAY BE USED D.L. OPG. D.L. OPG. MAY BE USED b.L OPG. D.L. OPG. 35 3/8" 36 7/8" DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER VENT WIDTH VENT WIDTH CHARTS SHOWN ON SHEETS 2. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1/8- HEAT STREWD. GLASS .090" Interlayer Trosifol PVB By `Kurcray America, Inc.' V-1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 a GE SCS 2000 Z Z m rn AT 1/4 POINTS ON LITES 29 WIDER THAN 36" ONLY GLASS TYPE `A' 1/8" HEAT STREN'D. GLASS .090" Interlayer SentryGias By 'Kuraray America, Inc.' f-1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON LITES 29 WIDER THAN 36" ONLY GLASS TYPE 'B' GLAZING OPTIONS TO QUALIFY FOR SMALL MISSILE IMPACT RATING 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 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 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1/8" HEAT STREWD. GLASS 1 B OR 2BY 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" Interlayer MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Trosifol PVB A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. By 'Kuraray America, Inc.' ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 1/8" HEAT STREN'D. GLASS MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE CARDINAL XL REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. EDGE SPACER THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION � ST. STEEL FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY z m OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR Ln SILICONE i I Dow sss WATER INFILTRATION RESISTANCE ETC. i� CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, \ 22 is I i. i! AND TO BE REVIEWED BY BUILDING OFFICIAL `N 11 I I fill / M / /"i 23 2 1S- a ; •, ! D./Q `. ��.•eENS�c '�. '..: ,.'=_.,.;2 6i% :jam . .'.r'..., 70592 i D LIS co ;2plvS?r 29 '"- - - bpilf1524 :`'"s'.:;�''. ? r�1:`.:.:k.;�iilC:� �V? i �-�l i7Z` Z� � •:• �' AT 1/4 POINTS SETTING BLOCKS AT 29 ALL SIZES LAN. GLASS AND INSUL LA . GLASS F ^i3}1==v,? =:al` DS ZR �0 A OF NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE `C' �� --15 ahao 'i��' ••...19P'' C9�� .� Milan; T3 s �e ITncw,vr ^e 2rc, NAL 0 J U � J Go CD v >n CD M ir- UJ V)Ldw x Cn 4 r � o O O N CD N f-% 0 h g Z u- m � yy-- zW o c� CV -I v I ) C(5 nW W W a0 I--- drawing no. W09-12 of 44 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 LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) LOAD WINDOW DIMS. A W/O GLASS 'A' EXT.(+) REINF. TYPE INT.(-) GLASS 'B' EXT.(+) WITH TYPE INT.(-) REINF. GLASS TYPE 'C' EXT.(+) INT.(-) WIDTH HEIGHT 26-1/2" 37' 53-1/8" 74" 26" (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 B 70.0 80.0 80.0 1 90.0 70.0 1 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 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' 50-5/8" (5) 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 a 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37" 53-1/8" 74' 63" (6) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 68.9 77.5 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 80.4 70.0 80.0 24" 36" 48" 60` 72" (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 a0.0 80.0 90.0 70.0 80.0 6 70.0 1 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48' 60' 72' 34) 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 5 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 24" 36" 48' 60" 72' 1 (5) 4 70.0 80.0 80.0 1 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 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 24" 36' 48' 60' 72• Vis) 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 70.0 80.0 90.0 70.0 80.0 fi 70.0 70.0 80.0 90.0 70.0 80.0 a j 70.0 70.0 80.0 87.6 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' 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 (1/3W) DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. WINDOW DIMS.A W/O GLASS 'A' EXT.(+) W/O GLASS 'A' -EX REINF. TYPE INT.(-) GLASS EXT.(+) WITH REINF. TYPE GLASS TYPE INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT 74" 106-1/4" ill* (3) 9 70.0 80.0 80.0 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 70.0 80.0 74" 106-1/4" ill" 38-3/8" (4) 9 70.0 80.0 80.0 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 70.0 80.0 74" 106-1/4 ill" 50-5/8" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 1 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 66" 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 82.6 * 70.0 80.0 12 70.0 70.0 80.0 80.4 * 70.0 80.0 72" 84" 96' 108' 24" (3)Fil 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 70.0 80.0 80.0 90.0 70.0 80.0 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 36" (4) 9 1 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 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96' 108" 48" (5) 1 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 70.0 80.0 80.0 90.0 70.0 80.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 60" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 9 70.0 1 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS (1/3W) (1/3W) (1/3W) PSR (XOX SIZES) I I- lie Z.v3 Expira- 60 Date _a _V1.1 WINDOW DIMS. OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/4W) DESIGN LOAD CAPACITY - PSR (XOX SIZES) I I- lie Z.v3 Expira- 60 Date _a _V1.1 WINDOW DIMS. A W/O GLASS 'A' EXT.(+) REINF. TYPE INT.(-) GLASS `B' EXT.(+) WITH TYPE INT.(-) RETNF. GLASS 'C' EXT.(+) TYPE INT.(-) WIDTH HEIGHT 74"9 106-1/4" ill" �3) 70.0 80.0 80.0 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 70.0 80.0 74" 106-1/4- ill" 38-3/8' (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 74" 50- (5)) 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 63" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 24" (3) 1 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 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 36' (4) 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 70.0 80.0 80.0 90.0 70.0 80.0 - - 80.0 90.0 70.0 80.0 72" 84" 96" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 1 70.0 70.0 80.0 1 90.0 70.0 80.0 72" 60" (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) (1/4W) I I- lie Z.v3 Expira- 60 Date _a _V1.1 ATE OF OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 0.07 Cy '4kau tit ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 3 FOR DETAIL. '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 Y^ ```1,111111j)��7j, U m J 'I J m co LLLI M N ]�- a N � w co c, s t7 C O ori Ld w J �Ln In CO cn , z fm N c+ C) p 0 I U �W W ,y W 002 � 4 a_ o rO C,4r O 0 O o L C U C uj u - c" 0 'a' o N f a 1 ~ o a a � • 'O U drawing no. W09-12 sheet 2 of 7 0000•• • 0000•• 0000•• 0000• 0000• 0000•• • • 0000•• 0000•• vw3iii Fi:Y L+)::t. I I- lie Z.v3 Expira- 60 Date _a _V1.1 ATE OF SVIti>2, i?6�C Pr c.t Cvn rcpt �j NAL U m J 'I J m co LLLI M N ]�- a N � w co c, s t7 C O ori Ld w J �Ln In CO cn , z fm N c+ C) p 0 I U �W W ,y W 002 � 4 a_ o rO C,4r O 0 O o L C U C uj u - c" 0 'a' o N f a 1 ~ o a a � • 'O U drawing no. W09-12 sheet 2 of 7 0000•• • 0000•• 0000•• 0000• 0000• 0000•• • • 0000•• 0000•• TYPICAL ANCHORS f L n METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA DGE DIST. 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. . D. TYPICAL ANCHORS v . 1 BY SEE ELEV. WOOD BUCK I FOR SPACING EDGE DIST, 01,1 x `t to • • • • 7SEEICAL ANCHORS • ELEV. FOR SPACING • • i • • 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 1/4" DIA. ULTRACON BY TELCO' (Fu -177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1 /4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. IS-11�iC�. 07 c �'#itJb1.1C'_1' tL�:VIJF�tS as ea -Plying wiL. t;ze PI•sridx Dwldircg Caste .cxPiT300ri Dat, % ® TATE OF By .-ORIDN rvfimmi Du.r Pr�;•zct C'nntml �� •� N O U L J ) c J Z Ln W o U) w U1 � co col rn Q co J i it zLL3 3 tL a6 V) m 0 ON-1� o C) �LLI LUW 00 : drawing no. W09-12 SHIM @) TYPICAL _ ANCHORS I SEE '• 1 METAL STRUCTURE SHIM Fla TYPICAL ANCHORS SEE ELEV. FOR SPACING -- SCREEN OPT, STEE SEE SHEET 2 FOR CAPACITY WINDOW WIDTH XO LAYOUT IN 0 ---SCREEN D.L. OPG. �, O EXTERIOR MIAMI—DADE COUNTY APPROVED MULUON SEE SEPARATE NOA WINDOW WIDTH _ D.L. OPG. r� WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS 1 B WOOD BUCKS TYPICAL ANCHORS v.o SEE ELEV. a . FOR SPACING STEEL REINFORCING AS READ. SEE SHEET 2 FOR CAPACITY ----SCREEN OPT. O Li N_ 1 z �0 0 a Ld � I n IL m m �00�o 0 O N •ti ( 011 • • L • • • bigi .• Q NM • 7 � . ami. • QIL0Q• • • a •• woo' • wmLL 6 d►Z m� Jia i �LZtiCmf,� • • o U m J � J � N o W CR ri V) LLJ� u - o O O p`1 uNi I0 00 LLJ M Z W W o � W 0 OQ v W cc) :2 W 'u0` v*J' ' ' t'1� 1/4" MAX. VENT WIDTH SHIMS D.L. OPG. 1 BY WOOD BUCKS /—TYPICAL ANCHORS v. P / FOR SSEE PACING STEEL REINFORCING AS READ. SEE SHEET 2 FOR CAPACITY ----SCREEN OPT. O Li N_ 1 z �0 0 a Ld � I n IL m m �00�o 0 O N •ti ( 011 • • L • • • bigi .• Q NM • 7 � . ami. • QIL0Q• • • a •• woo' • wmLL 6 d►Z m� Jia i �LZtiCmf,� • • o U m J � J � N o W CR ri V) LLJ� u - o O O p`1 uNi I0 00 LLJ M Z W W o � W 0 OQ v W cc) :2 W 'u0` v*J' ' ' t'1� G4 ! N U O W _{ ,.• x;!__. ,+ `1111 { AM \� ��'••• VGtrNS�c' N ° c3 a < No 70562 �, R 0 11c --k. sViti i s _ _ - � o c a CIS CG.'l!P4Yirk_ t\' Til 9714 lgrii? n V u AcceP 2.2- A1E OF •4(/�� drawing no. 1E aLint rr, �llzr,tq 01 '�®'� W09-12 /11 ALl���� sheet 4 of 7fill ; •••••• •• • 0000•• .0000. • • 0.000 •.•.• •••••• 00..•0 .0.900 METAL 0 ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE MIAMI—DADE COUNTY APPROVED DIS MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE I DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS TYPICAL ANCHORS 4 SEE ELEV. FOR SPACING ; n . n INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER O ALT. 624- Y _ PIRODUC-1 ?E;VZSED as cornpiv,my vvich the Fionda Bnilzhreg Code Aueps xt �,b jn&v_ 3 Expi-aiivta L" 8,e Dll2l2&0 13Y_�i� Zhao P.i,i f3ade I'rat'e__ U° U 04 N I rn 0 o ti 1= Z a W � N I 0 o Lu • L � , . ...Q.� to h 0 Qaoa,� ol:ca t DOI :• •IL:ZN_ io • • �zDmfgt— � U J I 3 �p CD O c 0 W W g Nw = to c0 UD 8 0 0� _Z N �a ONJM 8 W co m W jGF 04 Itlo. 0592 T v m v u 9• •. S TE OF drawing no. 7 . 2.750 1.067 -_{ .500 .715 3.249 .8 3 1.140 �i FRAME HEAD 1.1401.610 .219-D .813 'j 1.058 - V PART III 1- _j �4 87 1.687 O MOV. FRAME JAMB 1.43 1 FRAME HEAD 2 FY202 1 .813 3 FY203 1 [016.2.os21.71s 4 FY205 AS READ. MOV. FRAME JAMB 5 FY101 AS READ, FIXED FRAME JAMB 6 FY104 140 -�•I FIXED MTG. RAIL 7 FY105 1/ VENT 'VENT INTERLOCK 8 FY206 O VENT TOP/BOTTOM RAIL 1.610 9 2.095.519 1.250 3.876 " L.078 i �I 2.750 O2 FRAME SILL 1.314 250 .340 .312 1 y 062 SILL TRACK .500 .500 1.1871 062 2.750 r--- 2.812 1.140 .062 t .344 JAMB STILE 2.063 - 1.250 2.246 1.140 .o62-ajl•�- � 1.i4o F�-1.344 --dl O MEETING RAIL 2.186 1.422 i .06 2 1.202 Im--1.375 �I O FIXED MTG. RAIL .750 j•�- .062 2.812 2.750 b-.969 1.688 5� FIXED PART III 1- _j �4 87 1.687 O MOV. FRAME JAMB 1.140 .062 t .344 JAMB STILE 2.063 - 1.250 2.246 1.140 .o62-ajl•�- � 1.i4o F�-1.344 --dl O MEETING RAIL 2.186 1.422 i .06 2 1.202 Im--1.375 �I O FIXED MTG. RAIL .750 j•�- .062 2.812 2.750 b-.969 1.688 5� FIXED 3/16' 12 11 STEEL REINFORCING -�•�j� �j .130 � .719 I .OI45 .803 .045T03 -�I 1.047 -�•1 1.047 10 GLAZING BEADS o�9 2.688 .062 .500 69 2.611 9 FLUSH FRAME ADAPTER IL g ITEM PART III QUANTITY DESCRIPTION 1 FRAME JAMB 3/16' 12 11 STEEL REINFORCING -�•�j� �j .130 � .719 I .OI45 .803 .045T03 -�I 1.047 -�•1 1.047 10 GLAZING BEADS o�9 2.688 .062 .500 69 2.611 9 FLUSH FRAME ADAPTER IL g ITEM PART III QUANTITY DESCRIPTION 1 FY201 1 FRAME HEAD 2 FY202 1 FRAME SILL 3 FY203 1 SILL TRACK INSERT 4 FY205 AS READ. MOV. FRAME JAMB 5 FY101 AS READ, FIXED FRAME JAMB 6 FY104 1/ VENT FIXED MTG. RAIL 7 FY105 1/ VENT 'VENT INTERLOCK 8 FY206 1/ VENT JAMB STILE 9 FY107 2/ VENT TOP AND BOTTOM RAIL 10 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 10A FY110 AS READ. I GLAZING BEAD (INSUL LAM. GLASS 11 - AS REQO. REINFORCING BAR 12 - AS RE00. REINFORCING BAR 13 FY204 AS RTEQD, ADD-ON SILL RISER 14 FY208 4/ VENT ROLLER HOUSING &GUIDE 15 FY209 2/ VENT ROLLER 16 FY210 2/ VENT ROLLER PIN 178 X 1' AS REQO. FRAME/VENT ASSEMBLY SCREWS 188 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) 19 W23181 AS READ. FIN SEAL W'STRIPPING 20 0300T190 AS READ. BULB SEAL 21 E207 AS READ. BULB SEAL 22 E203 AS READ. GLAZING BEAD BULB 23 FLB-50 AS READ. GLASS SPACER 24 SL203P 2/ VENT SWEEP LATCH 25 MATERIAL MANF./SUPPLIBR/REMARSS 6063-T6 - 60fi3-T6 - 60fi3-76 - 6063-T6 - 8063-T6 - 6063-Tfi - 6063-T6 - 6063-T6 - 6063-T6 - 60fi3-T5 - 6063-T6 - STEEL - STEEL - 6063-T6 USE AS REQO. CELCON BRASS - ST. STEEL - CRS P.H. SMS CRS P.H. SMS - ULTRAFAB Q-LON SCHLEGEL SANTOPRENE ULTRAFAB, DUROMETER 6515 SANTOPRENE ULTRAFAB, DUROM£fER 6515 SILICONE FRANK LOWE - SULLIVAN & ASSOC, ST. STEEL OH SMS - PREFERRED ENG. PRODUCTS - OPTIONAL 6063-T6 OPTIONAL EPDM DUROMEfER 80f5 SHORE A PO4iUCT R€'+i14b'C& ai4°>.i lits L'irtA4"t& 3. Ear„�•. •r. L`.:;.^. 2D � U c J ro � M � W C) � rw`I 0 3 s� c � z�j o J Y O � C,W � W 00 ' � o W Z N N p H H Q O W W O N < 4 `GEid ' •. °f� �i r' as �' N a � N \ H 'm a as caaap'•,•;.ag �+•it:, the hardy - L i;e�ilti4� i{:CI£ Accc-ptz?.11cc .L1�lQ1LZ.� o OF Browing no. Expiration TJate eslzrtl�it �'�• p �. -tfw&&, N k I /��� ®1 � 11�•I � i��`` \ sheet 6 of 7 UC) U 17 17 /14� _N rn ZLu n n cn �4 z m �IL a a a S0 0 oo�oQ 004 40 O • • w 000 o H 'Ti -• •. aCW es coria S. '. 06 a c g'W 0 ••a X mz°.a . •• IL LU N - o zo • W m F • N � O U LO J J LO FRAME TOP CORNER CD z O La w M VENT TOP/BOTTOM CORNERS V) w N F— co z rn 17 0 r7 rn cC;lIv O O M 0 c �tn LLI Z �w Ln it w J c�Ia O �M ULLI W oo 2 k m (i ri 0 v a: N � r / - N_ Ln O r a o U 4 S = F E0 /- Z Z D d ::... g X71 � ' c+l (� O % 2 U D w ti 10, i v o ViGF�NSF ••�'. �i N K FRAME BOTTOM CORNER 7 2 o r 18 as c -InPl 'ing with the riorido = � v • � u A;cC�i�eRt'-J�OZ.Z'j ® T OF drawing no. I � I , • . R�or.•• ems,` W09-12 FIXED MTG. RAIL CORNER NIlarnfDt�ePs,d�cfi$rrlgt�f //I/f/NALi�`��� sheet 7 of 7 0000•• 0000.. • .0000. 0000. . 0 0000. 000••0 • 0• 0000•• • • •0000• MIAMI -DADS 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 RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "'700-3" Aluminum Sliding Glass Doors (3 & 4 -Tracks) w/ Reinforcements-L.M.I., APPROVAL DOCUMENT: Drawing No. W17-62 Rev A, titled "Series- 700-3 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 13 of 13, prepared by Al-Farooq Corporation, dated SEP 15, 2017, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressures Vs glass types and panel sizes charts in sheet 1. Sill riser is integral part of the system. 2. See approved configurations in sheets 3 thru 5. The max frame are of alternate sizes not to exceed tested frame area per FBC requirements, as limited per sheet 2. 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. TERNIINATION 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 renews #17-0712.01 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 Ishaq I. Chanda, P.E. NOA No. 18-1220.08 (MIAMI -DAD; COUNTY Expiration Date: March 20, 2024 ty Approval Date: January 17, 2019 °� ....... .. .. 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. W13-49 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #15-0612.05 /#13-0912.02) 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 diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7405 dated 09/13/2013 and last revised on 02/10/2014, signed and sealed by Marlin D. Brinson, P. E. Note: The above referenced test report has an addendum letter dated FEB 10, 2014, issued by Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test report Author. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 06/10/15 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTMS -1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Kuraray Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/10/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 03/25/13 approved by Jaime D. Gascon, P.E. �.4„ ) . L44vuA- Ishaq A Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.08 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-1 ....... . .. .. . ......... . .. ... .. . .... .. ... . ... . . .. . . . . . .. . . . . . . . . . . .. . .. .. . . . . ... .... ....... . . ..... . ... . ...... . .... .... . . .... . 11 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approvals (spin-off from 2 -track Sys) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W17-62 Rev A, titled "Series- 700-3 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 13 of 13, prepared by Al-Farooq Corporation, dated SEP 15, 2017, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagrams of Alum sliding Glass doors (3 - tracks), prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-9333 dated 02/08/17, signed and sealed by Idalmis Ortega, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2017 (61h Edition), prepared by Al Farooq Corporation, dated 07/05/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTMS -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. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2017(61h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 05/06/17, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal # 16-1466 dated 03/04/17 approved by RER. t t� l 4.l,r,h•� � s ��h� Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.08 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E- 2 ....... • .. .. . ......... . •• ••• • ••• • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • •• •• • • • •• •• Y ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. W17-62 Rev A, titled "Series- 700-3 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 13 of 13, prepared by Al-Farooq Corporation, dated SEP 15, 2017, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Kuarary Sentry Glass ® Interlayer", expiring on 07/4/23. F. STATEMENTS (submitted under file #17-0712.01) 1. Statement letter of conformance to FBC 2017(6' edition) prepared by Al-Farooq Corporation, dated 05/06/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA # 17-0712.01, expiring 03/20/2024. Is aq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.08 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E- 3 ....... .. .. . ......... . .. ... .. . .... ..... . ... . . .. . . . . . . . . . . .. . . .. . . . .... ....... . . ..... . .. . . ...... . .... .... . . .... . A SERIES -700-3 ALUMINUM SLIDING GLASS DOOR 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 AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 3/16" HEAT STREN'D GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' r-3/16" HEAT STREN'D GLASS z W a / V) M All 28SILICONE DOW 899 GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS 3/16" TEMP. GLASS 7- 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS .090" Interlayer SentryGlas By 'Kuroray America, Inc.' r-3/16" HEAT STREN'D GLASS Z Lu I a m I; \ 23 M 0 j ii ii 28 I I I I SILICONE DOW 899 o \ 10 \ \ 29 /CARDINAL XL LU EDGE SPACER ST. STEEL GLASS TYPE 'AI' 1" OVERALL INSUL. LAM. GLASS 3/16" HEAT STREN'D GLASS .090" Interlayer Trosifol PVB FBy 'kurcruy America, Inc.' r-3/16" HEAT STREN'D GLASS 3/16" TEMP. GLASS V-3/8- AIR SPACE w w CL a- 23 I I 23 r SILICONE i I i , DOW 899 1 X\ / W \ / w \ 29 GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS I 3/16" HEAT STREN'D GLASS .090" Interloyer [Trosifol PVB By 'kuraray America, Inc.' r-3/16" HEAT STREN'D GLASS I I it \ I I 28 ,SILICONE j ._DOW 899 l \ / \ \ 29 /CARDINAL XL ui EDGE SPACER ST. STEEL GLASS TYPE 'BI' 1" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 V0 U W N I r` Z M 3 G Z m QLLI Q 2 r . I a IL ,� op�m 0 OwN Lu • • • •0 ui 0 a.p c 0q aQ • lot.w Ill n •••••• �•Z Qq O •••••• �•� �� M • 'RQDttC F R£VWWN . • . • J z•M Q w • =A%* >I+ tq, Q W M g I- Rose �i�di'11�p M b + • • � r . J o J Ln o co in V) v 'IS t R6 vr�i ittc + o (n W Buid€€etife 0' Expiration 004 � Z � (f)(0 rn ���� • J t rn J Lr) o Z �� 00 o W O cV J v Cl)W 05: 3 & 4 TRACKS S.G.D. WITH ALUM REINF. OPERABLE AND POCKET �t111111///� TTEOF �eF40Oi10P`hu W .• II o O M ~ drawing no. W17-62 sheet 1 of 1,3) DESIGN LOAD CAPACITY - PSF AVERAGE PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES GLASS TYPES A', 'Al' GLASS TYPES B', 'B1' EXT.(+) INT.(-) EXT.(+) INT.(-) 30 36 42 48 54 82 1 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 53.3 71.1 53.3 71.1 30 36 42 48 54 84 60.0 80.0 60.0 80.0 60.0 1 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 53.3 71.1 53.3 71.1 30 36 42 48 54 90 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 53.3 71.1 - - 30 36 42 48 54 96 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 53.3 71.1 - - 30 36 42 48 98 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 30 36 42 48 1 102 60.0 80.0 - - 60.0 80.0 - - 60.0 80.0 - - 60.0 80.0 - - 30 36 i 42 48 108 60.0 80.0 - - 60.0 80.0 - - 60.0 80.0 - - 60.0 80.0 - - SERIES -700-3 ALUMINUM SLIDING GLASS DOOR 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 AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 3/16" HEAT STREN'D GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' r-3/16" HEAT STREN'D GLASS z W a / V) M All 28SILICONE DOW 899 GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS 3/16" TEMP. GLASS 7- 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS .090" Interlayer SentryGlas By 'Kuroray America, Inc.' r-3/16" HEAT STREN'D GLASS Z Lu I a m I; \ 23 M 0 j ii ii 28 I I I I SILICONE DOW 899 o \ 10 \ \ 29 /CARDINAL XL LU EDGE SPACER ST. STEEL GLASS TYPE 'AI' 1" OVERALL INSUL. LAM. GLASS 3/16" HEAT STREN'D GLASS .090" Interlayer Trosifol PVB FBy 'kurcruy America, Inc.' r-3/16" HEAT STREN'D GLASS 3/16" TEMP. GLASS V-3/8- AIR SPACE w w CL a- 23 I I 23 r SILICONE i I i , DOW 899 1 X\ / W \ / w \ 29 GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS I 3/16" HEAT STREN'D GLASS .090" Interloyer [Trosifol PVB By 'kuraray America, Inc.' r-3/16" HEAT STREN'D GLASS I I it \ I I 28 ,SILICONE j ._DOW 899 l \ / \ \ 29 /CARDINAL XL ui EDGE SPACER ST. STEEL GLASS TYPE 'BI' 1" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 V0 U W N I r` Z M 3 G Z m QLLI Q 2 r . I a IL ,� op�m 0 OwN Lu • • • •0 ui 0 a.p c 0q aQ • lot.w Ill n •••••• �•Z Qq O •••••• �•� �� M • 'RQDttC F R£VWWN . • . • J z•M Q w • =A%* >I+ tq, Q W M g I- Rose �i�di'11�p M b + • • � r . J o J Ln o co in V) v 'IS t R6 vr�i ittc + o (n W Buid€€etife 0' Expiration 004 � Z � (f)(0 rn ���� • J t rn J Lr) o Z �� 00 o W O cV J v Cl)W 05: 3 & 4 TRACKS S.G.D. WITH ALUM REINF. OPERABLE AND POCKET �t111111///� TTEOF �eF40Oi10P`hu W .• II o O M ~ drawing no. W17-62 sheet 1 of 1,3) XIm En <�Qz Io IN N M z o U l t� \ W 2 w co � o L, a O it 0 0 0 o � co V) 3 TRACK ORr2EPt$pYf�+j FRAME SILL "s Co"'PlYi" with X m 4 TRACK R the Raiding Code o W - s Acceptance No 1O -lzza• FRAME HEAD Expiration De%—moi C 00 o_ N m 12" MAX. � 100 HEAD HEAD 00 N M z o U l t� \ W 2 w co � o L, a O it 0 0 0 o � co < V) 3 TRACK ORr2EPt$pYf�+j FRAME SILL "s Co"'PlYi" with 4 TRACK R the Raiding Code o W - s Acceptance No 1O -lzza• FRAME HEAD Expiration De%—moi C 00 5" MAX. 12" MAX. M 0 - HEAD HEAD �Q E CORNERS � �' �� 3 TRACK �/ D FRAME HEAD w rna m m 282 1/8" DOOR FRAME WIDTH LLI Z 0 a b < V) 3 TRACK ORr2EPt$pYf�+j FRAME SILL "s Co"'PlYi" with W g R the Raiding Code o W - s Acceptance No 1O -lzza• Expiration De%—moi C C E �' �� D �/ D �� D w rna m m o LLI Z 0 a V V V V V m ftoDuc F REVw4m mawopww Wftk the co .lampo c Ma t7 -,,s7 I � �3�DStIMrE4g (IHLf iMidla n6ducr C 4 POCKET JAMB 42 1/16" ANCHORS D.L. OPG. 49 3/16" PANEL WIDTH 5" MAX. Jo- ' 12" MAX. SILL 16 --moi— SILL CORNERS DAYLITE OPENINGS WIDTHS: FIXED STILE -INTERLOCK = PANEL WIDTH - 7.125" INTERLOCK -ASTRAGAL = PANEL WIDTH - 7.250" DAYLITE OPENING HEIGHT: PANEL HEIGHT - 6.50" PANEL HEIGHT = DOOR FRAME HEIGHT - 1.5625" 42 1/16" D.L. OPG. 49 5/16" PANEL WIDTH v 5 3/8" TYP. b Ll tltf 3 TRACK FRAME JAMB VL) U W N co I n_ Z M n O Z / z W Q a 2 . N I CL a So' -)o 0 W N 11%•0N A : ••• O•�w/ r • C°Oif $ • Q o 0•n.u� (o. • j M Z JLLI lV • ••• ' Q,W R LL p • Wm TYP. •• N X m T QJ ' o J ul o m o 0 La U w Z V) U) 0 F -a c M �Qz 3 3� N rl) LO U "' i) °0 O Z O) �. ' 3 Z o w ONJv O Fr U C) 0w 4 TRACK N LV co m ~ FRAME JAMB (1(� e f0 TYPICAL ELEVATION xxxxxx (3 OR 4 TRACKS) ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 211.6 SQ. FT. FOR GLASS TYPES 'A' & 'Al' THE TESTED FRAME AREA OF 196 SQ. FT. FOR GLASS TYPES 'B' & 'B1' R,., I<i_- t (7mI I�0I(0 4 TRACK rri FRAME SILL a 0 °' p o •fA of •j o fill/(D 0 .70 2 c ro O y v H v v ° TA E OF ��� drawing no. Wl 7-62 101VAL `���� ``` sheet 2 033 V) 3 TRACK ORr2EPt$pYf�+j FRAME SILL "s Co"'PlYi" with W g R the Raiding Code o W - s Acceptance No 1O -lzza• Expiration De%—moi e f0 TYPICAL ELEVATION xxxxxx (3 OR 4 TRACKS) ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 211.6 SQ. FT. FOR GLASS TYPES 'A' & 'Al' THE TESTED FRAME AREA OF 196 SQ. FT. FOR GLASS TYPES 'B' & 'B1' R,., I<i_- t (7mI I�0I(0 4 TRACK rri FRAME SILL a 0 °' p o •fA of •j o fill/(D 0 .70 2 c ro O y v H v v ° TA E OF ��� drawing no. Wl 7-62 101VAL `���� ``` sheet 2 033 F- m LL c c c rDOOR FRAME WIDTH _7 I Q C V..,.: D F D D °0i D Di,E 2 I O L� C a O I e 0.7 592 a �� S TE OF �\ B ////1111{11\\� B XXXXXX (SHOWN) OXXXXX OXXXXO •p 0 1 a EMUf• • V TRACKSNON-POCKETED DOOR THREE (3) 11A/�� COA\lC \I fm -r J (A) ",- 7", w a0 F D D IFd „ H 4ecIZ¢ { of I Y2 Joao-- B PXXX (SHOWN) XXXP DOOR FRAME WIDTH 1 PXX-XXP (SHOWN) RON ;j -No o •2, •2 TRACKSPOCKETED DOOR THREE (3) L DOOR FRAME WIDTH (SEE Dp TABLE) SEE MAX. AREA LIMITATION IN SHEET 2 NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 1. 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. DOOR FRAME WIDTH (SEE Dp TABLE) SEE MAX. AREA LIMITATION IN SHEET ftODUC1 ,REN tti !a complying with the F1oddip Boiding Code Acceptance No Expiration Dan sv Milani 1•,,tit�[ moDuc l Rr EW as** w "ft to F7oeids Aaoepsa"a 17— D71Z.6/ Esq Date r, g L t-�•,,.,�1� padw Do* act coated V..,.: D F I I �j J r x LL Of c c c DOOR FRAME WIDTH C D D D D E D � e i XXXXXX (SHOWN) oxxxxx oxxxxo NON—POCKETED ..•R FOURTRACKS NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 1. 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. *s compwng with t11e Buiding Code ,ceeptance No �$.12ZO•� �` A zpiratiou cele z By ICA, (i„wi &,,de - r ftODUC F REvism 49 c9wAlYlft2 with the nwi& aL CO& Ameptaacc Ns1 D7/Z. a/ cApkawe on (t�t VU U W N t0 I r Z M n j C F= z m M m a W � QI N a 6 m �O` MO a�N U 04 LL .c• p•y % • • � ui •H o•� m OD • C a•0 G m • 0. 03 re 4 (a0 0 li V Z IN • to 7'! o M • is t0 Q W Q1 F • •• 00 •• • N .JiO U J o J Ln o 03 V) ul w z Wwuj 5- 0' V) V) F- � � m Q O o� U M p 00 1 o Z �L m _ } 00 r L O NJ V) W 00: F (sheet 4 of 13)l NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. cNc I 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 1. _ 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. O F i , M 14 z Q � a FO D D D H a DOOR FRAME WIDTH O W tV ` o �At.LL � i FQ -- I .'. O•�iq� la IF a = l a p D D I IIII�IIiIIiI� .• • � H L�JS •••••• Q' O0 (La O • � IZQ ...:.. C a 'd o 0 otig 0 I Y 1- I F S I • . .�.N I'D ro 0 Ion BIL I o a ••.• L UZO• o Iao I ao T =;.••••• Q.jW L----- I • • • M 18 •• •• I .� p • PXXXX(SHOWN) I Z •••••• z4m = XXXXP it -1= • YF WOKE W pL� • • a0 •.•� i .-. • EXTERIOR -i 04 o DOOR FRAME WIDTH (SEE Dp TABLE) c J LO SEE MAX. AREA LIMITATION IN SHEET 2 00 J to 00 g � 0 W v u* - UJ I I 5.C 3 M rn M o ��t I I c) Z ��J W. i I w 3 Z� M Q: Q N 0 I I W U �w F- -j �a i W 00m a a I�1S a I F a I F a l IZQ ZQI I _y N I12 I Y C) I 1 0 t� ( ti I o Lao I EXTERIOR 10 J DOOR FRAME WIDTH (SEE Dp TABLE) SEE MAX. AREA LIMITATION IN SHEET 2 a DOOR FRAME WIDTH "4 co -plying with the md6 Sniding Code AcceptanceNo l's -1220.0-z A (Expiration flet, l ���4 0 t ��^Erfly j oLJ a o i i a IZQ ZQI j.'� ,; ._ ```\t`®I��I��// � �< rn � ....... I � / 0 i F i ODUC F REVISED ` V\ �iMS'F '® �: N a 0 I o a o a l AIJ� with the f'}:Xtiela I �d a o- - - LjLJ - -a o Lgtliiing C�pt}e 05 2 0 1 ~ AaxprttWcclUo 1 ..0 2.O/ e ^ r �' PXXX-XXXP (SHOWN) �11e Drat: v i•,,, � � � o 5 D Y �m�& fAPPROVED CONFIGURATIONS ° ST O� ��� drawing no. POCKETED DOORS %/��e�< �OpP.•��0�` W17-62 FOUR (4) TRACKS i���®���>`�sheet 5 D D F 45 � o- � � � 8 M 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. — AT JAMBS- �,�4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI. Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR GROUT FILLED BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR GROUT FILLED BLOCKS 1Z4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONC. OR GROUT FILLED BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR GROUT FILLED BLOCKS -PRODUCT ttEf!CWW 1/4"qe cam Plying with the Flet`4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) I guiding Code INTO MIAMI-DADE COUNTY APPROVED MULLIONS Acrcptaa!eNo-17ZU•D� ORI Eapirntion D•te 2.4 INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE �} � \ �` ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) I diamFt>� r STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) L(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES INTO CONCRETE = 1 " MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. PROl1 X f REVISED ,CPO$ eg with tbt noej4e Aceet+worN• -072o• p �a1P�aWe 0ete CoQtrot V0 Uj N t0 ccI r Z r- W M N Q W � I Q N d'oo1_oo a� " • U. 04rg M . . .. W•01 ••..•. Q' 'rq °o • •••i•• C yp QQ ..�•.� ��Q,. �. o • •••••• JJ �M a W • • •` W ~ •• • • • T • �. • . .J.. N U o o) of J o J Ln o co g� � � v W o �w a Qo�� p 00 1 o Z L Go ao z -0 0 w O NJ M LLJ U W w WoOg,- ``�1111tttt�t�� 1 592 D• A OF v 0 drawing no. W17-62 sheet 6 of 13 TYPICAL ANCHORS: SEE ELEV. FOR SPACING (SEE POCKET HOOK ANCHORS IN SHEET 9) - AT HEAD - — — — — /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) THRU 1BY OR 2BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (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) — — AT SILL - — — — — ��4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE L 1-3/4' MIN. EMBED . — — — — — — — — — — — AT JAMBS- �,�4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI. Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR GROUT FILLED BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR GROUT FILLED BLOCKS 1Z4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONC. OR GROUT FILLED BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR GROUT FILLED BLOCKS -PRODUCT ttEf!CWW 1/4"qe cam Plying with the Flet`4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) I guiding Code INTO MIAMI-DADE COUNTY APPROVED MULLIONS Acrcptaa!eNo-17ZU•D� ORI Eapirntion D•te 2.4 INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE �} � \ �` ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) I diamFt>� r STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) L(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES INTO CONCRETE = 1 " MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. PROl1 X f REVISED ,CPO$ eg with tbt noej4e Aceet+worN• -072o• p �a1P�aWe 0ete CoQtrot V0 Uj N t0 ccI r Z r- W M N Q W � I Q N d'oo1_oo a� " • U. 04rg M . . .. W•01 ••..•. Q' 'rq °o • •••i•• C yp QQ ..�•.� ��Q,. �. o • •••••• JJ �M a W • • •` W ~ •• • • • T • �. • . .J.. N U o o) of J o J Ln o co g� � � v W o �w a Qo�� p 00 1 o Z L Go ao z -0 0 w O NJ M LLJ U W w WoOg,- ``�1111tttt�t�� 1 592 D• A OF v 0 drawing no. W17-62 sheet 6 of 13 1BY OR 2BY WOOD BUCK S c U z 4 Q LL 4 FOR SPACING 5k TYPICAL ANCHORS SEE ELEVS. FOR SPACING METAL STRUCTURES 1 /8" THK. x (SEE SHEET 6) EDGE 3-1/8- DIST. -1/8"DIST. A STAGGERED ACI iIiDGt TYPICAL ANCHORS •'•• SEE ELEVS. i'm7 FOR SPACING •••••• TYPICAL ANCHORS SEE ELEVS. FOR SPACING METAL STRUCTURES 1 /8" THK. x (SEE SHEET 6) EDGE 3-1/8- DIST. -1/8"DIST. A STAGGERED ACI WEEPHOLES: W1 = 1-1/2" LONG NOTCH AT EACH END. W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS AND 36" O.C. W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. W4 = 1/4" X 1 " LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. 4 PILE PADS: LOAD BEARING SHIMS P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION OR POURED & HARDENED 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH HIGH STRENGTH GROUT NON -SHRINK, NON-METALLIC P2 = SELF ADHESIVE PILE PAD Vc = 5000 PSI MIN. 1 " X 3/8" X 1/4" HIGH P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN 2-1/2" X 1 " X 3/8" HIGH P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL 2" LONG X 1-7/16" WIDE X 7/16" HIGH t i • • •• •• rrMIAMI—DADE COUNTY APPR'D MULLION II SEE SEPARATE NOA �I (SE/E� SHEET 6) ; • • l li III I11 I11 • ' �I OL -L- LL O. ivtODUCT B� FOR SPACING Rs 00mpi3'init with the p ud& Briding Code �� p 4cceptanceNo—:id •d O Expiration p*te z t 7i jZq gy. LL' HK Avfjsmi ! fw.ODULf R£Vmm as camptyhq with the Florida bmding Cede ��k��1 - 0 1 Z • o� muW tMw4 eail,+of o W co ter' Z M — o z 'r-, / Q� � Q W I IL Q tv a 00% U0 U a' • G>>W • O, 0.2t Im °o �• b I}yy df • Me(s(4C ' n Q0IY j ILL. • W N C 2• �z�a J • �' W • N u (3 0) o J . o 00 g � � 0 U W v �CZ p W N V)q) � rn ?j s- � � rn a 0 o rr) 04 M Q 0 O Z � LO M 3z a w O N J iY pLn LLJ _j p v u' W 00 :>: LFL -1 0 0 a 011111111111/' Ul�lal I I I ) O N 059 O K1 r,�] • O U Y ®'• A OF drawing no. W17-62 101YALtF ` sheet 7 of 13 TYPICAL ANCHORS •'•• SEE ELEVS. •••• FOR SPACING •••••• WEEPHOLES: W1 = 1-1/2" LONG NOTCH AT EACH END. W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS AND 36" O.C. W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. W4 = 1/4" X 1 " LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. 4 PILE PADS: LOAD BEARING SHIMS P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION OR POURED & HARDENED 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH HIGH STRENGTH GROUT NON -SHRINK, NON-METALLIC P2 = SELF ADHESIVE PILE PAD Vc = 5000 PSI MIN. 1 " X 3/8" X 1/4" HIGH P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN 2-1/2" X 1 " X 3/8" HIGH P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL 2" LONG X 1-7/16" WIDE X 7/16" HIGH t i • • •• •• rrMIAMI—DADE COUNTY APPR'D MULLION II SEE SEPARATE NOA �I (SE/E� SHEET 6) ; • • l li III I11 I11 • ' �I OL -L- LL O. ivtODUCT B� FOR SPACING Rs 00mpi3'init with the p ud& Briding Code �� p 4cceptanceNo—:id •d O Expiration p*te z t 7i jZq gy. LL' HK Avfjsmi ! fw.ODULf R£Vmm as camptyhq with the Florida bmding Cede ��k��1 - 0 1 Z • o� muW tMw4 eail,+of o W co ter' Z M — o z 'r-, / Q� � Q W I IL Q tv a 00% U0 U a' • G>>W • O, 0.2t Im °o �• b I}yy df • Me(s(4C ' n Q0IY j ILL. • W N C 2• �z�a J • �' W • N u (3 0) o J . o 00 g � � 0 U W v �CZ p W N V)q) � rn ?j s- � � rn a 0 o rr) 04 M Q 0 O Z � LO M 3z a w O N J iY pLn LLJ _j p v u' W 00 :>: LFL -1 0 0 a 011111111111/' Ul�lal I I I ) O N 059 O K1 r,�] • O U Y ®'• A OF drawing no. W17-62 101YALtF ` sheet 7 of 13 w 1/4- MAX. SHIM D0 Y Of \ �w m U N M w 0 Nz 0 o N 03 twn TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4- MAX. SHIM P3 O EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS w 00 o \ � e I Q M F � pe D W 00 cr \ Cw7 I Q M � � r � N � EXT. DOOR FRAME WIDTH TYPICAL ANCHORS SHOWN SWE T 10 FOR 4—TRACKS ANCHORS) 0 U w N tD I Z 0z � M� Q W � I N Q (L a MOO`m U 0• N XX •••• • Ci GitA M l 0' a — cn 0 •••••• N h 0 (D •• Z• L'Z*-'N •••••• Qiitr ID LL •• •••••• (L ms's - O --� • • 1� ul W N! F • • • v N U o o) J to O J � o 00 SPG. _ cn (/1 101 � o Lu M z V) LLJ N (n N cc°o �811CT riEl�it►,�vibxi J ►� In °; Burd9n RiYiag -vith the Flort�r ¢ O O M LO g Code Q 00 4ecePtaace No��/21o Z Ext► -tion %- � Q o " i3 q IJi LO 0 $�iltx W QCV J%�.x..., N U Q W 00 m w � �i Wmf with rlae A ts+rce No —3 !6 7.)2 -e; % 6sp Date__: T*� n O r•�i ~ O y drawing no. W17-62 sheet 8 of 13 TYPICAL ANCHORS•� WIDTHPANEL SEE - SPACING im Iy i i n,l ■ 3A 1BY ••DBUCK NOTE SHEET 1) 1/4- MAX. SHIM D0 Y Of \ �w m U N M w 0 Nz 0 o N 03 twn TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4- MAX. SHIM P3 O EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS w 00 o \ � e I Q M F � pe D W 00 cr \ Cw7 I Q M � � r � N � EXT. DOOR FRAME WIDTH TYPICAL ANCHORS SHOWN SWE T 10 FOR 4—TRACKS ANCHORS) 0 U w N tD I Z 0z � M� Q W � I N Q (L a MOO`m U 0• N XX •••• • Ci GitA M l 0' a — cn 0 •••••• N h 0 (D •• Z• L'Z*-'N •••••• Qiitr ID LL •• •••••• (L ms's - O --� • • 1� ul W N! F • • • v N U o o) J to O J � o 00 SPG. _ cn (/1 101 � o Lu M z V) LLJ N (n N cc°o �811CT riEl�it►,�vibxi J ►� In °; Burd9n RiYiag -vith the Flort�r ¢ O O M LO g Code Q 00 4ecePtaace No��/21o Z Ext► -tion %- � Q o " i3 q IJi LO 0 $�iltx W QCV J%�.x..., N U Q W 00 m w � �i Wmf with rlae A ts+rce No —3 !6 7.)2 -e; % 6sp Date__: T*� n O r•�i ~ O y drawing no. W17-62 sheet 8 of 13 V s 'i FAA RFn AA FNT 1/4" MAX. HOOK STRIP ANCHORS 4" FROM ENDS JD 14" O.C. POCKET CAVITY NOT BY 'ECO WDW.' NOT PART OF THIS NOA TO BE REVIEWED BY AHJ YUI;1ih1hIJ JAMB UY11VIN HOOK STRIP ANCHORS: #14 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) THRU 1 BY BUCKS INTO CONC. OR FILLED BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR FILLED BLOCKS DIRECTLY INTO CONC. OR FILLED BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR FILLED BLOCKS HOOK STRIP ANCHORS 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) AT 9" FROM ENDS INTO METAL STRUCTURES AND 14" O.C. (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) QDUCT AV46 • x complying with ft PhITI& Guiding Code , ZZO ` Oa Acceptance No Expiration taste g y Ott tate ANCHOR EDGE DISTANCES INTO CONCRETE OR BLOCKS = 1-1/4" MIN. (A) = 1-5/8" MIN. (B) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT JAMBS SG = 0.55 MIN. CONCRETE AT JAMBS f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. li "UVC F StIEVIAM 0908p1Nkyll wkb tie F7mida salvo t 7-0 /Z•DI �spitasftoa Date &*QW i s,& mdact Cowwd f� O W N (O I n Z C j OZ z uj N 4 CL 000 o d• N kyr Le LLX ••' /v� .f M V " ar"I • • �y • V M 0 •• o 9. &< . U* �zp N •• itt um AL to • • W fn 0 !i LQ w • • � W M F- • N v O O, J O _j LO 130V C �A L O CD W Lj- LLJz 0(o � rn J D1 a p o "� ao , o Z 3� n 00_ 00 3 z o L., Q N --t Of U o0 o `" W 00 M ��°'.•°° GENS ° ® �� � ep � I ;, Q MAN, .7 592 o tn ' . � O .Y • �a O U C N V U ATE OF ��� drawing no. OR1oP.•��®�; W17-62 )NNA1;t����� sheet 9 of 13 • i 1BY OR 2BY WOOD BUCK METAL V o STRUCTURES � w (SEE NOTE SHEET 1) 1/8" THK. w z Li (SEE SHEET 6) i c'.f co. EDGE DIST. 3-1 /8" Z w 3 EDGE DIST. 3'=.1 /8" I, �.:zp X EDGE DIST. a 3 .1/8 t;. �..z x STAGGERED O F u ro ,S�AGGt~RED:. y ' 1..S�AGGt~RED . 'I I c��e�; W N z Q W N I JL x 0N` M U �c 2 2 w 1 2 0••CI w �ii xx N ••.t O• ?• LL • w = � TYPICAL ANCHORS TYPICAL ANCHORS ...... `r SEE ELEVS. SEE ELEVS. • p W TYPICAL ANCHORS 1A \ FOR SPACING FOR SPACING • . • • • • 0 M o 171. vq O SEE ELEVSSPACING �-- _ -_-- _- _- _--_ ________ --------_-,.•••� O�-a tb • FOR SPACING I rMIAMI-DADE COUNTY APPR D MULLION �14100000 �•�I N p N • I SEE SEPARATE NOA '1.•..• a .mos U. • 1 (SEE SHEET 6) I+ • • • • • {� Z•N - o II I • •02 I I I I I� • ' a a • L--------- ------- ------------� . oweo► • -- --- - - --- - - -- .. w J N O Q1 o J o J TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS o SEE ELEV. SEE ELEV. SEE ELEV. SEE ELEV. N WLo FOR SPACING FOR SPACING FOR SPACING FOR SPACING M O �W C 1 /4" MAX. 1 /4" MAX. 0 vii 1 /4" MAX. z 01 w SHIMS SHIMS 0w 23 SHIMS o i - w U) (n j o °°. °a, rn w J 3 r� 01 a p ;5,q IN M 0 1 w ° J ro 00 00 w \W \W C) Z�� m j j ZLO M I'7 N M M N W0 N J M w U ooto J V) W of :2 LLJ w w W - w 00 00 m OD ir 00 q Li pRODUC7 gEi ZWW a a a a Is corof►lying With OMw M N N guiding Cafe g Acceptance No ts-I zzo 0 y ° Expiration BU ate c ' O w v : By S �,�,�LML ° MfxmiDede a F-: � 0 2BY W OD BUCK w a w OR WOO STRUCTURE w ° wL TYPICAL ANCHORS SEE OTE SHEEP 1 c © SEE ELEVS. 0 0 FOR SPACING EXT. EXT. EXT. EXT. 1BY WOOD BUCK 1/4- MAX. (SEE NOTE SHEET 1) P(gODucir REVI $ ``�� SHIM a! CiIAiA�'�R +vilit fir F eeft �` ��'° • \GEN'uj S • �® ,% r =II O - - -::9 - - - - - 4unceedNo 17- 01Z a �P�it larltc G, o. 7 592 0 M M CONCRETE o EDGE DIST. °. 3-1 f8'` } ' 3 KSI MIN. ° e TE OF drawing no. STAGGERED iP•. ° �� 4 TRACK FRAMES '%�� ' R1D � W17-62 ANCHOR LOCATIONS sheet 10 of 13 t ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1A E723 1 FRAME HEAD (3 TRACK) 6005—T5 — 1B E720 1 FRAME HEAD (4 TRACK) 6005—T5 — 2A E724 1 FRAME SILL (3 TRACK) 6005—T5 2B E721 1 FRAME SILL (4 TRACK) 6005—T5 3A E725 2 FRAME JAMB (3 TRACK) 6063—T6 — 3B E722 2 FRAME JAMB (4 TRACK) 6063—T6 — 4 E704 2/ PANEL PANEL TOP AND BOTTOM RAIL 6063—T6 — 5 E705 AS RQD. PANEL LOCK STILE 6063—T6 — 6 E706 AS READ. PANEL OUTER INTERLOCK 6063—T6 — 7 E707 AS READ. PANEL INNER INTERLOCK 6063—T6 — 8 E708 AS READ. PANEL MALE ASTRAGAL 6063—T6 — 9 E709 AS READ. PANEL FEMALE ASTRAGAL 6063—T6 — 10 E710 AS READ. GLAZING BEAD 7/16" LAMINATED GLASS 6063—T6 — 11 E711 AS REQD. GLAZING BEAD 1" INSULATED GLASS 6063—T6 — 14 E714 AS READ. 2-3/4" SILL RISER 6063—T6 — 15 E715 AS READ. FIXED PANEL CLIP (CONTINUOUS) 6063—T6 — 16 E729 AS READ. HOOK STRIP 6063—T6 — 17 E717 AS READ. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063—T6 — 18 #10 X 3/4" HWH SMS AS READ. FRAME ASSY. SCREWS ST. STEEL — 18A #10 X 1" FH SMS AS READ. PANEL ASSY. SCREWS ST. STEEL — 19 #8 X 1/2" PH SMS 2/CLIP FIXED PANEL CLIP SCREWS ST. STEEL AT 3" FROM ENDS & 16" O.C. 20 #10 X 1-1/4" PH SMS 1/ ROLLER ROLLER INST. SCREWS — NOT SHOWN 21 WEATHERSTRIP AS REQD. FRAME AND PANEL WEATHERSTRIP — FIN SEAL .190 HIGH BY ULTRAFAB 22 E235 AS REQD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB 23 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 24 PR03-6005 2/ MOV. PANEL TANDEM NYLON WHEELS IN ST. STEEL HOUSING — INTERLOCK (1/2" MTG. SPACER REQD.) 25 E718 2/PANEL FIXED PANEL SKATE DELRIN — 26 #8 X 1/2" PH SMS 2/CLIP FIXED PANEL SKATE INST. SCREWS ST. STEEL 27 — AS REQD. 3 PLY DUAL POINT LOCK ASSEMBLY — BY INTERLOCK 28 — AS REQD. BUMPON (SILICONE SPACER) SILICONE BY FRANK LOWE 29 — AS REQD. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMEfER 80±5 SHORE A SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. ftYDUCI REmLrWty N co -plying with the non& BVIding Code Axeeptanee No IS -I220• D� rntioe Date 2 ?n j 24 'L -: MODUC f REVt1A1 �wkb the Floritlia tv.,1 —p 12• p � �l+Dsdsa onto ct P � nor Ce�� ICER!$ u. .7 92 ® S TE OF OR10P.•''�D o NW N I n Z O 3 c M Z / 9 z W m Q Q 2 a a IL R a 2 Op`0 0 �•N �• • L • ci �. y`crf ci W ' C > cM O W ' •W N ' STN .M a 0 < J . W (112 • N U o J 0 00 0 3� 0 U W z w 'p W N (n V 0) a Q p r7 oo I J Lo CO O _Z L� 00 I z W o0 QOf N�� w U 0w "' W n N 1 10 40 \ O MS O Y drawing no. W17-62 sheet 11 of 6.518 1.139 2. FRAME HEAD (3 TRACK) 1.998--1 I---2.067 6.668 .062 L-.078 6.808 FRAME SILL (3 TRACK) 1.144 1.998 1.998 8.866 1 1.998 3A FRAME JAMB (3 TRACK) 16 HOOK STRIP 8.716 1.312 1.312 1.129 .078 1.998 1.998 --�I -1.998 �I 1.998 ---moi 18 FRAME HEAD (4 TRACK) F -1.998---j 1-1.998--1 F--1.998 ---{ I- --- 2.067 --{ 1.622 1 1.131 9 ��(_�I 8 1ULUL-1L_JL-J 1.022 7178 �I P 9.006 2B FRAME SILL (4 TRACK) �{ 1.144 .1301 r 937 045 .062 9 1.998 1.252 L GLAZING BEAD 1.998 10 1" INSUL. LAM. GLASS .692 1 998 .937 .050 .062 1.021 .062 1 1 7 -� 1.252 1.NG EAD 198 1 1 7/116 ILAM. G LASS -3.562 .078 J 1.8L 23 .094 3.562 0 W W .125 `O Z M t 3 1.647I 2.104 .078 1.647 O Z " N Q E- 2.625 O PANEL LOCK STILE 1.4711 .061 3.250 2.313 .078 F--1.823 ---I O PANEL TOP & BOTTOM RAIL 915 .357 .149 .062 i 1.540 15 FIX. PANEL CLIP 3. W I QIL 'I a � oO�0m 0 N N 2.625 • • PANEL INNER INTERLOCK . W " a�MOi• 3.562 000•40 9�Q •••• G b •..... Ntn0 • •••••• iL 2.O E ro .078 • 2.44 004 J • 1.647 • • W t)"f i F • 125 . . . 2.625 d 0 o O J v� a w PANEL OUTER INTERLOCK 2.248 (, W M ��.125 u Z V) Lli� u- W U) (0 1.493 .078 rn Q 0 .125 ' 0 00 LL- C) Z L ao 00 17D INTERLOCK STIFFENER N Z o Q NQ W U �w �- 3.437 W a0 17 W N o U U N UZ c O O PANEL FEMALE ASTRAGAL O PANEL MALE ASTRAGAL a \\\\611111►���' � c a PRODUCT atENc*v } Ns complying wlihthe letp ` ��•'' !,\ EINS� ° ® �� N •�� Guiding CodePRODUC f REV 4W Q 4ccelr!anee No O^iZ ZFO DO maC MOYing with the F)96& PEO 92 Expiration Date m o y Ac ep'� 17 8Y EtpkWAoa Dat-eo � Ix -isw auk v oUo v` lS-T%-�T�i OF �` drawing no. 11?k,teC' Ll++de •cf �'ettlt�oi i OR1®�'. ' �� W17-62 //III 11111W W�� sheet 12 of! 36 FRAME JAMB (4 TRACK) .210--�j 2 .068- -7 2.687 1.047 14 2-3/4" SILL RISER -3.562 .078 J 1.8L 23 .094 3.562 0 W W .125 `O Z M t 3 1.647I 2.104 .078 1.647 O Z " N Q E- 2.625 O PANEL LOCK STILE 1.4711 .061 3.250 2.313 .078 F--1.823 ---I O PANEL TOP & BOTTOM RAIL 915 .357 .149 .062 i 1.540 15 FIX. PANEL CLIP 3. W I QIL 'I a � oO�0m 0 N N 2.625 • • PANEL INNER INTERLOCK . W " a�MOi• 3.562 000•40 9�Q •••• G b •..... Ntn0 • •••••• iL 2.O E ro .078 • 2.44 004 J • 1.647 • • W t)"f i F • 125 . . . 2.625 d 0 o O J v� a w PANEL OUTER INTERLOCK 2.248 (, W M ��.125 u Z V) Lli� u- W U) (0 1.493 .078 rn Q 0 .125 ' 0 00 LL- C) Z L ao 00 17D INTERLOCK STIFFENER N Z o Q NQ W U �w �- 3.437 W a0 17 W N o U U N UZ c O O PANEL FEMALE ASTRAGAL O PANEL MALE ASTRAGAL a \\\\611111►���' � c a PRODUCT atENc*v } Ns complying wlihthe letp ` ��•'' !,\ EINS� ° ® �� N •�� Guiding CodePRODUC f REV 4W Q 4ccelr!anee No O^iZ ZFO DO maC MOYing with the F)96& PEO 92 Expiration Date m o y Ac ep'� 17 8Y EtpkWAoa Dat-eo � Ix -isw auk v oUo v` lS-T%-�T�i OF �` drawing no. 11?k,teC' Ll++de •cf �'ettlt�oi i OR1®�'. ' �� W17-62 //III 11111W W�� sheet 12 of! .,�A 3 TRACK FRAMES TOP CORNER 3 TRACK FRAMES BOTTOM CORNER 0ms 18 m 4 TRACK FRAMES TOP CORNER ftODUC'f t2TsiV'$iiDM ae camp4ing.vith of IRON Buiding Code 220 Acceptance Ne ' t Sxpiaon Date •�nD_M-2 By iL.-- U" •i 94&'Pr6dbd BUM 4 TRACK FRAMES BOTTOM CORNER PANEL TOP/BOTTOM CORNER 18 V0 4. W N t0 I Cz M Q P W 0. O 0 XMX • V •••••• •••••• LLm epi �• • • li • • • •gill Z•0 - O • • •jam C��QjUl ••• J N O U Oi J C) J 00 gU 2 M C' W c'Lj- z }- LLJ � � m C O r7 Ln M, p oo i o U. Z 00 _ } 00 IZ} 0 U) O N JJ r� w U �� w `" W co m � W nuc r syr P�Yk8 +vita tw me,&C D b�ttd;ng code o W 6 Acceasutt No 1 .Q ! Z. U z zplrsif� 4ttc A ?0 201 00 t Prodi�cf p® M, �GENS�c 7 2 c OF n i N O I 0 1 ~ ei W a drawing no. W17-62 sheet 13 of 3