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WS-05-19-1249, 55 NW 92nd StMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 55 NW 92ND ST, Miami Shores, FL 33150 1131010170130 Contacts ISABELLA PETRUZZELLI Owner HOME OWNER Contractor HOME OWNER i �� _ �� � � �� � � i Ins econ Requests Description: IMPACT WINDOWS 11 WINDOWS AND 2 DOORS Valuation: $ 12,563.00 �€ I Total Sq Feet: 0.00 �v Fees Amount Application Fee - Other $50.00 CCF $7.80 DBPR Fee $3.45 DCA Fee $2.30 Education Surcharge $2.60 Scanning Fee $9.00 Technology Fee $5.75 Windows/Shutters Fee $180.00 Total: $260.90 Building Department Copy Payments Date Paid Amt Paid Total Fees $260.90 Credit Card 06/17/2019 $260.90 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cons tio 'and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date June 17, 2019 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ®BUILDING ❑ ELECTRIC ❑ ROOFING Master Permit No. YV Sub Permit No 0 S-1 12-4 g ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 5 S N W q Z S4- City: Miami Shores County: Miami Dade Zip: 3315y Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: 1 j Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): l s�he0 a 1 1—. �c V1lC 1 �) Phone#: qRG 3o Address:: 5-5- r�� 4a- a . s City: CI Ofrn� State: �t1 Zip: Tenant/Leff ssee Name: Phone#: +R G - 3Q ( Email: lSa�Cl�ca(��}cta Q�i Q C_ogrcQ7s1•rne ` CONTRACTOR: Company Name: VwMCC Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ /Z, )[03' Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration New 1 ❑ Repair/Replace ❑ Demolition Description of Work: (/`l'c 6r cy and �ws i, c1J 4cYY�c�W 5 — dUp CS Specify color of color thru tile:, Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $. Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ _ Notary $, Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ -- GO l (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a rei►)spection fee will be charged. Signature / Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged beforemethis Zrday of 20 1 1 by IT N136-" fit lO) Z ' S n to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: The foregoing instrument was acknowledged before me this day of , 20 , by as me or who has produced who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: 06 0�2!- �_ Seal NN- APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: 1Sg6CW, '?aC W-1.61'; DATE: ADDRESS: `� S NUJ 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 entities 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 sate 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. 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 as 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 is 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 my 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 contracts. 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 is 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, which violates the exemption. Initial 'A 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working 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 county or municipal 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. I, 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 am 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 1 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 understand that my failure to follow these may subject to serious financial risk. Initial S / 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all 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 contact the Florida Construction Industry Licensing Board at 850,487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.htmi 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: SS N'aj cla S1 Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information 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 day of 20 1 By 2. -tZILL►o was rsonally know to me or who has Produced there License or Y� OWNER s id NOTARY `66end, 6ZIZZfue a 0 • ��, s tp�y� 0?0Z'g �EllffiilllN`d Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 InsRection 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: 1C� Qualifier/Owner Signature Date Print Name RrJx2na. Marie Tejeda, Esq. -r_rre� arLatiF Tei:da Lays Group, P.A. 1-687 VX 78 Avenue Miami, FL 33015 305-894-9366 Roxana@TejedaLawGroup.com File No. 2019-1293 Above This Line For Recording data] Warranty Deed CFN: 20190213642 BOOK 31393 PAGE 1330 DATE-04108/2019 08.18:46 AM DEED DOC 2,280.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY This Warranty Deed made this day of, 20 between 2018 2 IH Borrower LP, a Delaware Limited Partnership whose post office address is 1717 Main Sheet, Suite 2000, Dallas, Texas 75201, grantor, and Isabella Petruzzelli, a single woman and Maria Fabiola Gonzalez, a single woman, as joint tenants with rights of survivorship, whose post office address is 55 NW 92 Strcet, Miami Shores, FL 33150, grantee: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND N0/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: Lot 13, Canaday Extension, according to the map or plat thereof, as recorded in Plat Book 41, Page(s) 71, of the Public Records of Miami -Dade County, Florida. Parcel Identification Number: 11-3101-017-0130 Property Address: 55 NW 92 Street, Miami Shores, FL 33150 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, subject to taxes for 2018 and subsequent years; covenants, conditions, restrictions, easements, reservations and limitations of record, if any. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. 5/27/2019 , F L y„ r CA -,1 K E Screen Shot 2019-05-25 at 12.53.31 PM.png ISABELLA PETRUZZELLI 55 NW 92nd Street, Miami Shores, FL 33150 SCOPE Replace 1i Windows and 2 doors with impact rated https://mail.google.conVmaiVu/0/?tab=rm inbox?projector=1 1/1 ...... .... . . ...... . .. ...... • . . Osseo* ..... .. ...... ..... .... ...... . 000000 . . • •.••.• •.•.•. • • %see. . • Ew Wndow Systems Ogre I Estimate WWI PrbdW on 414Q01e ESTIMATE EXPRESS RPM, INC 9205 NW 101 STREET MEDLEY FL 33178 P:95"05-1892 F: Estimate # Narne 242137 ISABELLA Prepared By Reinaido Mercado &nail alexkara@gmail.com ...• Mark Description Image . Qty. Y%ili• sum. • Eco Window Systems Horizontal Rolling Window 200 L.M.I. XO • •1 • )35t.TP a $354.70 White ...:.. .. ...... Screen: Yes Std. Sill i� .. • ... • • • ...... Size: 37 X 38 3/8 3 i � _. .... ��� � • � Glass Makeup: 1/8 HS + .090 PVB + 1/8 HS 1 • • .. • . ..... Glass Color: Grey ...... .... ..:.. • Glass Interlayer: Clear • • Glass Coating: None Glass Texture: None :so:*: • Grid: Full View (No Muntin) ; 4, % PSF:+70.0-80.0 0 •••••• • • 4,41 Egress: 1st Floor: No 12nd Floor: No . .'. ' : CASEMENT Eco Window Systems Casement Window 500 - L.M.I. XL White 1 . % .... 0 0 00 � $t329.35 ' Screen: Yes Size: 37 X 50 5/8 Glass Makeup: 1/8 HS + .090 PVB + 1/8 HS Glass Color. Grey Glass Interlayer. Clear Glass Coating: None Glass Texture: None Grid: Full View (No Muntin) PSF: +70.0 -75.0 Egrees: 1st Floor: Yes 12nd Floor. Yes Page 1 of 5 N ...... .... . . ...... . .. ...... .... ..... .. .. .... ..... .... ...... . ...... .... .. .. . ..... . ...... . . . . .....• EW Wndaw Sy*t m Onbm I E4UM10 2421371 Prided M 414710% DOOR SL Eco Window Systems French Door 600 - L.M.I. OX White Left 1 $1680.10 $1680.10 Active Standard Threshold Size: 59 3/4 X 38 1/2 X 82 3/4 (. , Glass Makeup: 1/8 HS + .090 PVB + 1/8 HS Glass Color. Grey ` Glass Interlayer. White ^} "V, Glass Coating: None Glass Texture: None 3P-Lock + Hardware Acacia White - Grid: Full View (No Muntin) PSF: +70.0 -75.0 French Dr2 Eco Window Systems French Door 600 - L.M.I. X White Right 1 $1136.21 $1136.21 Active Standard Threshold Size: 36 X 80 Glass Makeup: 1/8 HS + .090 PVB + 1/8 HS • • • • Glass Color., Grey ` ,? , : , • • r • • • • • • . . Glass Interiayer Clear ; _. • .. . . Glass Coating: None ... • • Glass Texture: None ••••••• •• • .••.•. 3P-Lock + Hardware Acacia White 000000 • Grid: Full View (oMuntin) 0000 •••••• PSF: +70.0 -75.0 • • . . • HR Large Eco Window Systems Horizontal Rolling Window 250 L.M.I. 1 $ 14. $ 4 XOX 1/4 1/2 1/4 White :• Screen: Yes •• •• • � •••• •.••.• Std. Sill Size: 107 X 55 1/2 • • •w • • • • . ' • Glass Makeup: 3/16 HS + .090 PVB + 3/16 HS � �� _- • • � � �:: � Glass Color. Grey • • • • Glass Interlayer: Clear • .. . . • • • • • Glass Coating: None • • • Glass Texture: None Grid: Full view (No Muntin) a PSF: +70.0 -70.0 Egress: 1 at Floor: No 12nd Floor: No Page 2 of 5 .... . . ...... .... . . . . . ...... . .. ...... ..... . . . . 000000 ..... .. .. .... ..... .... ...... . ...... .... .. .. . . . ..... . ...... . . . . .....• . .. . . . . Ew V*idm Sya m Opine I Estimate 2421371 Pdnbd w Ud2019 HR1 Eco Window Systems Horizontal Rolling Window 200 L.M.I. XO 1 $769.74 $769.74 White Screen: Yes i f� Std. Sill Size: 74 X 50 5/8 Glass Makeup: 1/8 HS + .090 PVB + 1/8 HS Glass Color: Grey I Glass Interlayer: Clear Glass Coating: None Glass Texture: None Grid: Full View (No Muntin) PSF: +70.0 -80.0 Egrees: 1 st Floor: Yes 12nd Floor: Yes HR2 Eco Window Systems Horizontal Rolling Window 200 L.M.I. XO 1 $289.18 $289.18 White Screen: Yes Std. SIII Size: 37 X26 . '. 0••••9� •••• ...••. Glass Makeup: 118 HS + .090 PVB + 118 HS • • • Glass Color: Grey ? '/ �` . • • • Glass Interiayer. White -' •�` • `' • • • • • • • • • Glass Coating: None • • • • • • • • • Glass Texture: None 0000 •�••••• � Grid: Full View (No Muntin) • • • • • PSF: +70.0 -80.0 •••• •• •• •• • • • Egrees: 1st Floor: No 1 2nd Floor. No • • • • • • • • • • � � • • • • • HR3 Eco Window Systems Horizontal Roiling Window 200 L.M.I. XO • • e• f4e4,67 $111"14 • White r •••••• �• Green: Yes Std. Sill ,,- • • • •••••• ....:. Size: 37 X 50 5/8 ( • • • • Glass Makeup: 1/8 HS + .090 PVB + 1/8 HS . • • • . • ; ; Glass Color. Grey ) Y�V f - jr • • • Glass Interiayer: Clear •~a • Glass Coating: None Glass Texture: None Grid: Full View (No Muntin) PSF: +70.0 -80.0 Egrees: 1st Floor: No 1 2nd Floor. No Page 3 of 5 Ec W-d— Sys — On94e 1 Estimate 2421371 Pr 4ted on 4140019 HR6 Eco Window Systems Horizontal Rolling Window 200 L.M.I. XO 1 $610.04 $610.04 White Screen: Yes Std. Sill i } Size: 74 X 38 318 Glass Makeup: 1/8 HS + PVB + 1/8 HS I � I f - 7 .090 rtr Glass Color. Grey Glass Interlayer. Clear Glass Coating: None Glass Texture: None Grid: Full View (No Muntin) PSF: +70.0 -80.0 Egress: 1 st Floor: Yes 12nd Floor: Yes HR7 Eco Window Systems Horizontal Rolling Window 200 L.M.I. XO 1 $410.13 $410.13 White ��-- Screen: Yes Std. Sill ; l� ... • Size: 54 X 32 • • Glass Makeup: 118 HS + .090 PVB + 1/8 HS • •�• , Glass Color. Grey ••% 0 •; Glass Intedayer: Clear • • • • • • — .. ..,,;, Glass Coating: None , • • ; , , Glass Texture: None • .... Grid: Full View (No Muntin) • PSF: +70.0 -80.0 • • • • • . .. • . , , , Egrees: 1st Floor: No 12nd Floor: No ...... 0 0:0,' Single H92 Eco Window Systems Single Hung Window 100 L.M.I. Equal V5141. Lites White • Screen: Yes • • • , Size: 26 1 /2 X 50 5/8 ' Glass Makeup: 1/8 HS + .090 PVB + 1/8 HS ' ' • : • • • • �' , Glass Color: Grey ' . ,' :� , • • • • • Glass Interlayer: Clear --' • • • ' ' Glass Coating: None .r Dose Glass Texture: None r ; , c' ,? Grid: Full View (No Muntin) PSF: +75.0 -90.0 Egrees: 1st Floor: No 12nd Floor: No Page 4 of 5 I ...... .... . . ...... . .. ...... ..... .. .. .... ..... .... ...... ...... .... .. .. ...... . . . . 1 11 Hng Eco Window Systems Single Hung Window 100 L.M.I. Equal 1 Lites White Screen: Yes Size: 19 1/8 X 38 3/8 J Glass Makeup: 1/8 HS + .090 PVB + 118 HS Glass Color: Grey Glass Interlayer White i Glass Coating: None Glass Texture: None Grid: Full View (No Muntin) PSF: +75.0 -90.0 Egrees: 1st Floor: No 12nd Floor: No comments Page 5 of 5 $257.02 $257.02 Total Units 13 Total Material $8750.93 Tax 7.00 ill • $0.00 Permit eastold os1•a •1 $0191 Tot•1 I $ 0 • •••• •••••• • • • • •••••• •••••• • •• • • • • • • •.. . • . . ...... . .. ....... ..••.• ...... . . . ..... .. .. .... ..... .... ••.... . ...... .... ..00 .. ••.•.. • • • •. • • ♦. a Client: ALowFAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT ISABELLA PETRUZZELLI Project Name: ISABELLA PETRUZZELLI RESIDENCE Project Desc.: 55 NW 92 ST. Date: Jun 12, 2019 Engineered By: LL Checked By: F . Y1 MIAMI SHORES, FL • • • • . . .... ...... 33150 . ...... .. . ...... AFC Number: 19-0368 Building Height (ft.) 15 "" • • • • • • : .... . ..... Design Criteria: • i, Florida Building Code 2017 . . . . ...... ii, Wind Loads are calculated as per ASCE 7-10. . .. .. ...... • General Notes: - Any deviations from conditions shown on calculations or drawings shall be engineered separately. - Al-Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation. - Engineering drawings are checked for structural requirements only. Additional Notes: - CAL ULATION PACKAGE Disclaimer: - This document is not valid without the embossed seal of an engineer employed by AZ-Farooq Corporation. - No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional 13 Javad Ahmad, P.E. � FL# 70592 EB C.A.N. #3538 9360 Sunset Drive, Suite 220 1 Miami, FL �3173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I aifarooacgoocengcom c 0 0 0 0 14 CDY co Lei wi CD A a o LO v a E ,— � — V N � m oV U 0 c a Q m •U � C p N •1: v O N 2 N c C C O ral � cv � a w m TO o Llj o U co u- 2 !0 co Q)CD U °i a C� 0 Ip N •U ��'. o h m o o o CD tD J co � J N W Q . j J mQ y N M Z O Z y Q n L m 0 U N 00 1 � J W a LLI C � ui Z c W ° ° a N LO M U j a� c 0 N c N < ti O �N co to 4 N �j N � Q J O LO IW► `G S N � C � M Q �• • • N 00 (D a) o ...... t ° •••• . a.• ao o CD ...... •' ° aCi N O o + U U N 4 0 U' N o cot uq J N < o Q „ p Q Z a, C o z _ U = 2 G O O U O m Q E U JUl13 019 0 Q W W .60 1. 6/12/2019 B .. AL-FAROOQ CORPORATION 18-4026.09 1 SERI ES 250 ALUM. HORIZ. ROLLING WINDOW CLIENT NAME: ISABELLA PETRUZZELLI PROJECT NAME: ISABELLA PETRUZZELLI RESIDENCE PROJECT ADDRESS: 55 NW 92 ST. MAIM I SHORES, FL 33150 AFC#: L.M.I. 1 107 SS-19-0368 531/2 55112 XOX 70.0 TOTAL GLAZING AREA 70.0 GLASS/GT-A 41.2450FT 40.1 53.7 OK A 18-1220.07 1 SERIES ECOGUARD 200 ALUM. HOR17 ROLLING WINDOW L.M.I. 2 37 181/2 50 5/8 XO 70.0 70.0 T-A 40.1 53.7 OK E 18-1220.07 1 SERIES ECOGUARD 200 AL UM. HORIZ. ROLLING WINDOW L.M.I. 2 54 27 32 XO 70.0 70.0 T-A 40.1 53.7 OK 1 18-1220.07 1 SERIES ECO-GUARD 200 ALUM. HORIZ. ROLLING WINDOW L.M.I. 2 74 37 50 5/8 X0 70.0 70.0 GT-A 40.1 53.7 OK K 18-1220.07 1 SERIES ECO-GUARD 200 ALUM. HORIZ. ROLLING WI NDOW L.M.I. 2 37 181/2 383/8 XO 70.0 70.0 GT-A 40.1 5377 OK L 18-1220.07 1 SERIES ECO-GUARD 200 ALUM. HOR] Z. ROLLING WINDOW L.M.I. 2 74 37 38 3/8 XO 70.0 70.0 GT-A 40.1 53.7 OK M 18-1220.07 1 SERIES ECOGUARD 200 ALUM. HORIZ. ROLLING WINDOW L.M.I. 2 37 181/2 50 5/S X0 70.0 70.0 GT-A IGLASS/GT-Gl 40.1 53.7 OK R 18-1220.07 1 SERI ES ECOGUARD 200 ALUM. HORIZ. ROLLING WINDOW L.M.I. 2 37 181/2 26 XO 70.0 70.0 GT-A 40.1 53.7 OK H 17-1011.22 1 SERIES ECO-GUARD 5000UTSWING ALUM. CASEMENT WIN DOW L.M.I. 1 37 37 505/8 0 70.0 75.0 GT-A 40.1 53.7 OK F 18-1220,11 1 SERI ES 600 ALUMINUM OUTSWING DOOR L.M.I. 1 36 36 80 X 70.0 75.0 TGl 40.1 53.7 OK G 18-1220.11 1 SERIES 600 ALUMINUM OUTSWING DOOR L.M.I. 1 593/4 381/2 823/4 OX 70.0 75.0 TGl 40.1 53.7 OK D I8-1220.05 1 SERIES ECO-GUARD 100 ALUMINUM SINGLE HUNG WINDOW L.M.I. 1 261/2 261/2 50 5/8 O/X 75.0 1 90.0 GLASS/GT-A 40.1 53.7 OK C 18-1220.05 1 ECO-GUARD 100 ALUMINUM SINGLE HUNG WINDOW L.M.I. 1 19 1/8 191/8 38 3/8 O/X 75.0 1 90.0 1 GLASS/GT-A 40.1 53.7 OK HERIES NOTES: Javad Ahmad, P.E. FL#70592 E.B. CAN # 3538 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• g •• ••• • or • • • • • • • • • • •• • • N Q lb r� ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • 9360 Sunset Drive, Suite 220 Miami, FL 33173 T: 305.264.8100 F: 305.262.6978 www.afceng.com 1 alfarooq@afceng.com t lsa�k'A�(a 5� *-o 1, a- �4 . �A bcorn; Q ,3{ es L Al,FAROOQ CORPORATION TIES SHEET HIS BEEN REVIEWED T(1 VF.RIFI LOCATION OF EXTERIOR CLAZu(; PRODITM I47TI1 RD;PE(T TO ZON E 4 & n By: L L DATE-0 12 19 '.11_[. INFOR.1_\ITION PROVIDED BY CLIE-NT t 1 Q (- c ------------ . . . . . . . . . . • .. .. . . . .. .. ... . . . ... . 9 ... . . . ...... .... . . . . . . . ...... . .. ...... ..... . .... ..... . .... . . ..... .... ...... ...... .... .. .. ..... . ...... . . . . ..... . . . . .. . . .. . 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.2ov/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 m,�tarial•fails to perform in the accepted manner, the manufacturer will incur the expense of suc$ teat%g and fife AHJ may • • • immediately revoke, modify, or suspend the use of such product or material within their juriactittiba. RER •• reserves the right to revoke this acceptance, if it is determined by Miami-Da(e tMty PrMuct'Contrbf * Section that this product or material fails to meet the requirements of the applicable l i jUding code • ... This product is approved as described herein, and has been designed to compl)1 kith the F]Afiti'� Buildit�� • • Code, including the High Velocity Hurricane Zone. .. .. .. , . • DESCRIPTION: Series "250" Aluminum Horizontal Rolling Window - L.Nrf." "" • • • • • • APPROVAL DOCUMENT: Drawing No. 18-48D, titled "Series-250 Alum. Hiiz. RZ lling Tdw, • • • • (L.M.I.)" sheets 1 through 7 of 7, dated 04/23/18, with revision A dated 06/18/18,.prepared by:A?ntooq • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade Caiutylllroduet Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade 306*y Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.18-0426.09 Expiration Date: August 30,2023 �! t8 Approval Date; August 30, 2018 1 Page 1 N • • • • • • • • • • • •••••• • • • • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 18-48D, titled "Series-250 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 04/23/18, with revision A dated 06/14/18, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 Y.Y. 5) Large Missile Impact Test per FBC, TAS 2A 1-9.4 • 0000 . • • • • • • 6) Cyclic Wind Pressure Loading per FBC, TAS NZ-94 .... • • 7) Forced Entry Test, per FBC 2411.3.2.1, and•'Fti4 202-N• * : .:@ along with marked -up drawings and installation diagram of a MAt§ 250 alur&num • horizontal sliding window, prepared by Fenestration Testing hjjI jatory, jx*,S-%est Report No. FTL-9830, dated 10/24/17, with addendum letter da4e4.06/15/1$• $J,gned ; �; • and sealed by Idalmis Ortega, P.E. • • • • • C. CALCULATIONS . .... .►.... 1. Anchor verification calculations and structural analysis, coinjfyi_i�g with FBC 6ts • Edition (2017), dated 04/24/18, prepared by Al-Farooq Corporation, signed a$d • sealed by Javad Ahmad, P.E. 00 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. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6tk Edition (2017), and of no financial interest, dated January 4, 2018, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Proposal No. 17-0420 issued by the Product Control Section, dated June 9, 2017, signed by Manuel Perez, P.E. G. OTHER 1. None. Manuel P ez P.E. Product Control EAp4niner NOA No. 18-0426.09 Expiration Date: August 30, 2023 Approval Date: August 30, 2018 E-1 • • • •••••• • • • • s • • ••• 10f • R • • 3/16" TEMP. CLASS 5/16- AIR SPACE 3/16" HEAT STREN'D. GLASS 3/16• HEAT STREN•D. GLASS .090" Interlayer 090' Interloyer Troeifol PVB Trmifol PVB By 'kuroroy Americo. Inc.' By 'kumray Americo, Inc.' r-3/16' HEAT STREN'D. GLASS 3/16- HEAT STREN-D. GLASS z m SILICONE z m SN.ICONE In DOWSIL 791 DOMSIL 791 22 22 c� it Y O w 29 AT 1/4 POINTS ON LITES AT 1/4 POINTS WIDER THAN 36" ONLY ALL SIZES GLASS TYPE 'A, GLASS TYPE `AV 7/16" OVERALL LAM, CLASS 15/16' OVERALL INSUL. LAM. GLASS GLAZING OPTIONS SERIES_250 (L.M.I.) ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROWNG 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 NOA WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE, ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER 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 UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL WINDOW WIDTH 4' MAX. 11 3/16" 6' MAX. MEAD/SILL "TO. STILE MAX, ENDS 3 HEAD SILL CORNERS I 1 ---=�--- 1 l ar__ --Iti-- c I t-- - I II i c w m V' O _—_ 11 4 I 11 II �i D 11 11 'I 4 �. -'lr __.__ 11-- n -T'-- II II I I 3' II FALSE MUNTINS (SURFACE APPLIED) MAY BE USED I 26 7/6" }�--- D.L OPG. 53 5/8- III 26 7/8" --ti M--- �D-L qPG.OPG. N . _.. 31" 31" N TYPICAL ELEVATION (TESTED UNIT) THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, cci SHUTTERS ARE NOT REQUIRED. u o •• ••• • • • • • • • • • •• LAMINATED GLASS • • • • • • • • • • • • • • • INSUL. LAM. GLASS C • m • • r • • • • • • • • • • • • • • • • LARGE MISSILE IMPACT ° • • 000 • • • • ♦ • • �L71111111/// � C < • • • • • • ♦ • • e, • EN,gt: i� y a'S 1 p o • • • • • • • • • • • • • • • • • • • • • • A,par hr�1 fls aeslF'sylflgw: ham' . 70692 Yi � 1,. � X'T = 3 3` . • • • • • s • •11..r s L= la;. •ed n 27,2018 tw ••• • • • • ••• • w • • • • • • • • • • • • • • • • • • • • • • • • • • • • A/t►fl � U? • •••{•• ••i• •• •• • • t •{•••• •••••! m XO OR OX LEFT & RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS WINDOW DIMS. MAX. D.L.O. WIDTHS WIDTH HEIGHTE28 T FIXED 84" 50-5/6. 38" 74" 63' ' 3J' 64" 72' /2 26-1/2" 5 3 3 XOX OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH WINDOW DIMS. MAX. D.L.O. WIDTHS WIDTH HEIGHT VENT I FIXED 120" 50-5/B' 35-13/18' 35-13/16' 113' 1Y 33-7/16' 33-7/16' 99" 72" 28-13/16' �2a-13/16* 92" 76" 26-7/16' 26-7/16• XO OR OX OPERATING VENT TO BE 1/3 OF THE WINDOW WIDTH WINDOW DIMS. MAX. D.L.O. WIDTHS WIDTH HEIGHT VEM FlXEU 120' 50-5/8' 37-5/16' 74-11/16' 106" 63" 32-11/16" 65-5/16" 93" 72" 28-5/16" S6-11/16' 88` 76' 26-11/16` 53-5/16' WINDOW WIDTH r 0/4W) I (1/2W) (1/4W): XOX OPERATI V"NT?A JE :/4:F TA4L• VND:W JDTH• • • _i • TTIN!(SW nlMss •MA7• n•.o.•m>rTVT6► 32-7/8• 165-11/16• 1M' 63' 32-7/8' 65-11/16" 126' 72' 28-3/8' 56-11/16` • i2O" 76' •26-7/8 5 —11/1 •• • ••• • • • •• • •• ... . . . . ... . . . . . . . . . . . . . ...... . .... ... . . . ... . . • i N o o N '0 S 3 3 t 0) o�M N o yZy3L $ N y y ZW w O o y W S3 MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 70.0 PSF INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED USE ABOVE LOADS FOR WINDOWS WITHOUT ADD —ON RISER. INSTALLATIONS WHERE WATER INFILTRATION REISTANCE IS REOUIRED USE ADD —ON RISER FOR ABOVE LOADS, OR UMIT MAX. EXTERIOR(+) LOADS TO +60.0 PSF FOR WINDOWS WITHOUT RISER SEE SHEET 3 FOR DETNL `t� `�r.V.d�BkAa• ///� O O 4lgrn+e�I al ma: tag Wmft �2 a^^k-zi sn waia;sr:; c« s n 27,2018g $ { 5 Fabe OFF drawing no. NLaw16.As Pwd-tnCo.n� L i/AiAl Wnnn —SEEVELEV.--/ FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING SION EE SEPARA EUI-DADE COUNTY APPROVED � OA EDGES TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W7 = 1/4" X 2-1/4" WEEPHOLES WITH BAFFLE AT 4" FROM EACH END AND 37-1/2" O.C. MAX. W2 = (3) 1/4" DIA. WEEPHOLES AT 1/2" O.C. AT CENTER OF EACH LITE SILL RISER AS READ. SEE SHEET 2 FOR LIMITATIONS • • • • • ••• 1BYy• - • ';.4L *NCHORS • • • W000 BUCK SEE ELLy, EDGE DIST. FOR SPACING ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U o 3 \ EDGE DIST. z n q OIL ro P H 0 O wN`m NWu �t O:OT.0 LL TYPICAL ANCHORS ® ti - ELEV. FOR SPACING a aW�f� WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. - MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. V TYPICAL ANCHORS: SEE ELEV, FOR SPACING II4' DIA, ULTRACON BY 'ELCO' (Fu-177 HSI, Fy-155 kS) o ,� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES .aa 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 0 F THRU iBY BUCKS INTO CONC. OR BLOCKS N UJ� 1-1/4" MIN, EMBED INTO CONCRETE;(HEAD/SILL/JAMBS) o n� 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) M DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) p 00 Z 1-1/4" MIN, EMBED INTO BLOCKS (JAMBS) o 3J � ,#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) _w of O o0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS y w cco0 m k OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE oW - INTO CONCRETE AND BLOCKS = 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. F CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MINoC-90 HOLLOW/FILLED BLOCK AT JAMBS Vm - 2000 PSI MIN. m 0 rYP*,7Y1�Yf l .A. ' i7' un 27,2018IX` SATE OF STY � drawing ` no.18 TYPICAL F01 TYPIG F MIAMI-DARE COUNiY T��'L ANCHORS SEE EIEV. APPROVED MULW • • • • • �'OR S�A�ING SEE SEPARATE • • • • • • • • ♦y----- sCAEF1�OPs • • •• • I WINDOW WIDTH • • • • • • • WW�y' VWTh _� l • • • • • • • • • • • • • • • • • • • • • • V. ANCHORS 'PACING n 27,201$ >�t* =Y�: •�- �jy . ®' STATE OF dy�� �ddrrowmg�no.118 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING e' I O 2B ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING mom ILJ� W 0 p DE COUNTY APPROVED & MULLION ANCHORS ¢RATE NOA EDGE A DIST. TYPICAL ANCHORS " If LTWICAL ANCHORS SEE ELEV. �IJI SEE ELEV. FOR SPACING FOR SPACING 7/MAX. SHIMS O SHIMS � D TYPICAL ANCHORS ALT. SEE ELEV. 2a FOR SPACING � n W W s. d � O • •• •• ••• • • •• • • • ••• • • • •• INSI=iIOAI WAllj FLUSH FAME ADAPTER •WITH • • • • • •• • • • • • ••• • • • • •• • • . .. .. . . . .. . . ... . . . ... . . . 70%2 n 27,2018g = k a I 10 BTMTE of drawing no. oa '•,;�s.. �?omo►s<sC�®.� 1$-48D O FRAME HEAD FRAME SILL �- r.082 1 .31.2 .260 1.521 �3 SILL TRACK 1.338 .715 �- � 1.434 .813 062 II 1.411'--1 O VENT TOP/BOTTOM RAIL 1 O JAMB STILE p -2.063 .078 1.411�-A 1.611 062 1.250 7� MEETING RAIL 2.34.4--j 1.131 �i, .062 .078 j 1.531 O FIXED MTO. RAIL MOV. FRAME JAMB 10 FIXED FRAME JAMB --1.247 1.254078 1.445 L.963 25 SPRING LOADED LATCH .107 - r- E 30 .062 n SILL SUPPORT 730 MEN PART QUANTITY I DESCRIPTION MATERIAL MANF./SUPPLTBR/REMARRS i F251 1 FRAME HEAD 6063-T6 - 2 E252 1 FRAME SILL 6063-T6 - 3 E255 1 SILL TRACK INSERT 6063-T6 - 4 E253 AS REGO. NOV. FRAME JAMB 6063-T6 - 5 EISI AS REGO. FIXED FRAME JAMB 6063-To - 6 E154 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 E155 1/ VENT VENT INTERLOCK 6083-TS - 8 E254 1/ VENT JAMB STILE 6063-1`6 - 9 E157 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 E159 AS REDD. GLAZING BEAD (LAM. GLASS) 6063-T6 - IDA E158 AS REOD. GLAZING BEAD (INSUL LAM. GLASS) 6083-T6 - 11 E256 AS REDD. FIX. RAIL REINF., FULL LENGTH 6063-T6 - IIA E256 AS REOD. SHEAR BLOCK, 2' LONG 6063-T6 - 12 El 62 AS REGO. SCREW COVER PVC - 13 E204 AS READ. ADO -ON SILL RISER 6063-T6 USE AS REOD. 14 E257 4/ VENT ROLLER HOUSING & GUIDE CELCON 15 FY209 2/ VENT ROLLER BRASS 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 /10 X 1' AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 17A #10 X 1-1/4' 2/ CORNER FLUSH FRAME ADAPTER FASTENERS CRS FH SMS 18 /10 X 3' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS READ. FIN SEAL W'STRIPPING - ULTRAFAB 20 030OT190 AS REDD. BULB SEAL O-LON SCHLEGEL 22 E203 AS REDD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65t5 23 FLB-50 AS REDD. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 24A. #8 X 1/8' 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 25 FY713 SPRING LOADED LATCH 6063-T6 - 25A - LATCH SPRING ST. STEEL - 26 WA2L gUTESETTING !2/ WEEP VALVE - _ PREFERRED ENO. PRODUCTS 27 - 5/16' BOX SCREEN - OPTIONAL 28 E161 FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 29 - BLOCK EPDM_ DUROMETER 80±5 SHORE A 30 - 1 _ SILL SUPPORT INSERT 6063-T6 I - 31 - - INSUL GLASS EDGE SPACER ST. STEEL I CARDINAL XL .040 .246 12 SCREW COVER �y .635 -{ r.135 t F-I .532 1119 .050 •• • ! • 6719 SO ! .8 3 • 1.220 • • "T • .062 - • •• • • • • • .926 • • • • •.92i • • to GLAZING BEADS toA 13 SILL RISER eos • • 345J • • • • � • • • • • -� • 062 • t • • 1.225 .500 •74a • 25a • • .078 --dl 1.377 3.230 1 t FIX. RAIL REINF. 2e FLUSH ADAPIJR • • • SHEARI•13LOCK • • • • • • • • • • • •• •• • • • •• •• SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. Z �m 0 Qr h F� x� 010 4 ♦L N X LL 0 �Rp 0 o IT'i 2m Q O H yp 0: 0 ry a Hm a Qoi$f J •F'. 1 a a•,t, 4r w "'a plylsE With Oft _ Na T0692 k i3w 90 Iu BF �lss r Jun 27,2018,(��' g g E .® STATE OF ' lye drawing ` no. a+`L'v�w�t ^��na iyo.ul:- •n!ml '•..!'LORIOp • �y�; 18-48D NUIFl�l1/�? wA1 fe o w 7 Z m m � o� i OJ4� W 8 / 0 �Na io � 0 O �t� a M n^ ILZV'g� do FLUSH FRAME ADAPTER CORNER J � FRAME TOP CORNER J VENT TOP/BOTTOM CORNERS z �t-u V W !Y AA 17 = U) to 3 L17 N J coo N a Z O o N }} O o W 1 I y W co 7 �= ' o U • N Z •! ••i •• • • • •• 1111111 � c � � �: CENT'• ;® � 'f 0 •• ••• • ••• • • _ i • • • • ! • • • FRAME BO7EOM CORNER 70592 o � • • • • • • • • •• • • o • • • • • • • • • •4PYAWW CK"k un 27,201 0 • • • • • • •f ®�efda 3xro 20 % ®'•, ATE OF � drawing no. siislml a4tc Ffndc:if >e �!�°�„•••FLORIV,••��� 18-4C7D • ! • • • • • • ! • • • !!t!9!/�+���AL ���� sheet of FIXED A/rG ReIL CORNER % 7 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 • M IAM I-DiADE ML4 MI-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.zov/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 Co lnty Proalnot Contact.... Section that this product or material fails to meet the requirements of the applicable building cpdey • • This product is approved as described herein, and has been designed to comply VOA*the Fldtfda'Building• • • • Code, including the High Velocity Hurricane Zone """ ; ... • E�C�PT01� �I'i43 �'�'GU-'�'�'Qs�l't� � �l�kM111A�i}i`12(1�1t8� �.��� IC�€:�'"�-i%N�'�`• • • ..... APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-266:1W. Hori4 4RCIling • • • • • Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 1 OM/17, prep&td by Al- ' •' •; • Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami*aae County Product Control Renewal stamp with the Notice of Acceptance number and expiration dat by the Mial'"i E; de County Product Control Section. 0 • , ; • • • • ; 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. 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 A aluminum gdfi"iontal • • • •; • sliding window, prepared by Fenestration Testing Laboratory. Jgg..Test PYjrUrt No.. • ; FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Boon, P.E. (Submitted under NOA#14-0317.01) • • • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94" • • 0• • ; • • • 2) Uniform Static Air Pressure Test, Loading pet ItC TA9 70'2-94*so• • 3) Water Resistance Test, per FBC, TAS 202,94.. . • 4) Forced Entry Test, per FBC 2411 3.2.1, AS 20t-94 • ....:. along with marked -up drawings and installation diagram of a:XQX aluminum ; • • • horizontal sliding window, prepared by Hurricane Engineering I& Testing, 0&5 Test' • Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido P. 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) f Manuel PreP.E. Product Contro](13pininer NOA No. 18-1220.07 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CoNTwum) 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#09-03I2.08) 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 alumitim • horizontal sliding window, prepared by Hurricane Engineering & ')vesting,* Me., Test.... ; • Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by Candillb:f. Font, .... . .. . ...... P.E. • (Submitted under NOA#09-0312.08) "' • • • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201k 4 0 • • • • • • 2) Cyclic Wind Pressure Loading per FBC, TAS =3-94 : •' • • •' • • along with marked -up drawings and installation diagram of aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Imp., Test, • • ; • Report No. HETI-08-2229, dated 01/15/09, signed and sealed byCandiW r.-Pont, . .. .. (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 01A5/09, 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) Manuel Per E. Product Control 1panlyier NOA No. 1 0.07 Expiration Date: May 27, 2024 Approval Date; January 24, 2019 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 07/08/15, complying with FBC 61h 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(D 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 Ame , f nc. fi;j t�. it • "SentryGlas@ (Clear and White) Glass Interlayers" dated 064 15, exloi lhg on • • • �; • 07/04/18. so*:** F. STATEMENTS .... . ..... ...... .... ... 1. Statement letter of conformance, complying with FBC 5th Editiud 4.2014), yji:4 FBC 6 • • Edition (2017), and of no financial interest, dated October 12; 2417, 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. Manuel Per P. . Product Control E amin NOA No. 18- .07 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E-3 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. rc E. F. CALCULATIONS 1. None. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS ' . . .... ...... 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray•Anerica, ,inch -for their "Trosifol® Ultraclear, Clear and Color PVB Glass Inte14 s" dat2ti O'1/18/t8*••• expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray'Anw1rica, �IW.: for tliu • • "SentryGlas® (Clear and White) Glass Interlayers" date& Qi28/17, expiring C"..' 07/04/23. •• •• ••�• •••••• . . . . ...... STATEMENTS 2. None. ...... . 0000 . ...... . . .. . . .... 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. Waaax,na'i ad - Manuel Perez .E. Product Control Exa ine NOA No. 18-12 . 7 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E - 4 3 1/2" MAX. HEAD/SILL 7 CORNERS `—� �^ I � •' 4 II II I FALSE MUNDNS` 31 (SURFACE APPLIED) MAY BE USED D.L. OPG. 35 3/8' 72' WINDOW WIDTH 4" >t�_a 3 1/2' MAX. h= n s o3. °a 42 3/4. FALSE mums(SURFACE APPLIED) 0.1 OpG. MAY BE USED THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1/8" HEAT STREWD. GLASS i/8" HEAT STREN'D. GLASS 090' Intedayer .090' Interlayer . Troeifol PVB :. ��""S.oycae By 'KUraray:America, Ina' \ By 'Kuraray America, Inc.' 1/8" HEAT STRFN'D. GLASS 1 1/8' HEAT STREN'D. GLASS SILICONE SILICONE a: W DOW CORNING 899 DOW CORNING 899 PE GE SCS 2000 m GE SCS 2000 a is 3 2 z z a I 23 iq 10 29 AT.i/4 POINTS ON LRES 29 AT 1/4 POINTS ON LTTES WIDER THAN 36' ONLY WIDER THAN 36' ONLY GLASS TYPE `A' GLASS TYPE 'B' GLAZING OPTIONS 10 5/8' MAX. — 1 TC II II II iC—_ II II II II I II ii I II I I I� �I B 3 ANCHORS AT MM STILE ENDS TYP. ANCHORS REQD. FOR SIZES AND LOADS KED WITH '-' ON SHEET 2 ONLY 0 mf 6 32 3/4' I 32 3/4' FCO-GUM..rEHJRIEs 20O. D.L. OPG. ALUMINUM HORIZONTAL ROLLING' NDOW: 36 7/8" DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER ENT WIDTH CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MlAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL TO QUALIFY FOR SMALL MISSILE IMPACT RATING +Awe 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 (STH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1/8" HEAT STREN•D. GLASS 19Y OR 26Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 5/16' AIR SPACE TO THE BUILDING STRUCTURE 1/8" HEAT STREN'D. GLASS ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE .090" Intedayer MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Trosifol PVB By 'Kurarcy America, Inc.' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON —COMPRESSIBLE 1/8' HEAT STREN'D. CUSS MATERIALS INCLUDING BUT NOT LIMITED TO SMEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SWILL MEET THE CARDINAL XL REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE Q ADOPTED STANDARDS. EDGE SPACER Sj. 0 �0 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION •' • • • • • • • QQR A SITE SpECIFlC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY �F SILICONE • • STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR • OW 89� • • • • WATER INFILTRATION RESISTANCE ETC. • • • • • • •CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, • • • • • AUD TO BE REVIEWED BY BUILDING OFFICIAL 11111I) # \1 T IA �@•.••vCeNae•''''66 , • � �„ _ � '� cam,?Iy ,a , r ti arc-te, - {j. : s4 = !` '6' � �t • • Bai4ii', T o•Ac — — oe Y S Y • • i- j.r = .. ✓srrNof? flal•Z'� i ✓�= AT 4 JOINTS• • SEti1NG•BLOC AT • Prtstian L'ste � , r r � � 9 ALL �ES • • LAM. GI�SS Ills L Lam .cairfyl�LK i ®'• A OF _ • t(Y drawing In • NOTCH 6LAZI I LECi JO &-DCKS GLASS TYPE `C ' i m,aaaPP o xZh`.t 'ice p {q�.: W09-12 A r ro•..�... L �C� Nil illik"AA sheet 1 of J ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF: (= OX. 09 XX SIZES) WINDOW DIMS.... A W/o REINF. WITH REW. CLASS TYPE: EXT.(+) MT.(-) GLASS TYPE 'B` EXL.(+) INT.(-) CLASS TYPE DCT.(+) INT.(-) W101H HEIGHT 26-1/2" 37' 33-1/8" 74' 28" (3) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 60.0 90.0 7D.0 80.0 5 70.0 90.0 80.0 90.0 70.0 80.0 8 70.0 60.0 80.0 90.0 70.0 W.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 5 70.0 80.0 80.0 90.0 70.0 1 80.0 8 70.0 80.0 80.0 1 90.0 70.0 80.0 26-1/2" 37' 53-1/8" 74' 30-5/8" (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 BOA 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 8D.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 BOX 90.0 70.0 80.0 6 - 70.0 70.0 - 80.0 90.0 1 70.0 80.0 8 79.0 70.0 80.0 80.4 70.0 80.0 24" 36" 48" 80" 72' (3) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70X 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 1. 36" 48" 00" 72' 36, 34) 4 70.0 80.0 80.0 90.0 80.0 4 70.0 80.0 50A 90.0 _70.0 7D.0 W.0 6 70.0 800 80.0 90.0 70.0 80.0 0 70.0 80,0 1 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 BOA 24' 36" 48" 80. 72' �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 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" 4 70,0 80.0 80.0 90.0 70.0 80A 4 70.0 80.0 80.0 90.0 70,0 810.0 6 70.0 70.0 80.0 90.0 70.0 80.0 6 Z0 0 70.,0 80.,0 90.0 70, 880.0 "-8 70.0'. 70.0- 80.0 87.6 70.0 80.0 A NO, OF ANCHORS PER HEAD & SRC () N0. OF ANCHORS PER JAMB 4 MAX. LOAD FOR THESE SIZES IS -90.0 WITH (4) ANCHORS AT MTG. STILE ENDS LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A'C' W/o REM. WITH RKENF. GLASS TYPE GLASS 'TYPE GLASS TYPE WIDTH HEIGHT EXL(+) O(L(-) EXT.(+) -(-) W.(+) INT-(-) 74' 106-1/4' 111" (3) 9 70.0 80.0 80.0 1 90.0 70.0 80.0 12 70.0 80.0 $0.0 90.0 70.0 80.0 12 70.0 80.0 80.0 WO 70.0 80.0 74" 106-1/4" 111" 38_3/8. (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 00.0 90.D 70.0 80,0 1 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 106-1/4' 111" 50 5/8' (5) 9 70.0 MO 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70A SOA 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4' 711' 3' 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' 98' IDS" 24" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 60.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84' 96' IDS' 36' (4) 9 70,D 80.0 80.0 90.0 7" 80.0 9 80,0 80.0 90.0 70.0 80.0 12 80.D 80.0 90.0 70.0 80A 12 80.0 80.0 90.0 70.0 80.0 72" 84' 96" W. (5) 9 MO. 80.0 80.0 90.0 70.0 30.0 9 80.0 80A 900 70.0 80.0 12 80.0 80.0 90.0 70.0 80.0 12 80.0 80.0 90.0 70X 80,0 72" 84" 95" 108" 1 60' (6) 1 9 70.D 70.0 80.0 90.0 70A 80.0 9 70.0 70,0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 70.0 80,0 12 1 70,0 70.0 80.0 87.6 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL O = NO. OF ANCHORS PER JAMB '1 MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS (1/3W) (1/3W) f (1/3W) 4 i flpl 4- DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/O REMP, WrM RSLNF. GLASS 7YPE 'A' GLASS TYPE 'B' GLASS TYPE 'C. WIDTH H10GHF M(+) ANT.(-) Elf.(+) INT.(-) EXT.(+) WE(-) 74' 106-i/4" 111" 26. (3) 9 70.0 1 80.0 80.0 90.0 70.0 80.0 12 70.0 1 8D.0 80.0 90.0 70.0 W,O 12 70.0 1 80.0 80.0 90.0 70.0 80.0 74 106-tf4" 111' 38-3/8" (4) 9 70.0 80.0 80.0 90.0 70.0 50.0 12 - - 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 74' 50-5/8" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 1. (6) 9 7D.0 70.0 80.0 90.0 70.0 BOA 72" 84" 96" IDS" 24' (3) 9 70.0 1 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 60.0 12 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 72" 84" 96' IDS' 36' (4) 9 7D.D 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" 9 70.0 1 80.0 80.0 1 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 1 70.0 1 .0 12 70.0 70.0 80.0 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 i � (1/4w) (1/zw) (1/4w) �1 `� OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 2K1&L: AREA = (60" X 72")1 1:4 = 30 SOFT • -. --.� ."•'"� 7�iAr • s Wit ED AREA = (74" X 50.625'1/ 144 =Y'6 SOF O • ha •i ••• •V ! • ••� ED AREA LESS THAN TESTED AREA, OK TO USE 1 i REVIEW OF BUILDING OFFICIAL *;z Dom= P,za{: E2strs ALL EXTERIOR(+) LOA*•SHOVrIV ON TRIS1.,�SHELT ARE FOR WINDOWS WITH ADD -GIN fiiSER•AT�4ME ILL • • • • FOR STD. SILL (NO RI9WI LINr EXT.(+) :OAE;6TO 6 � 0 ?SF • SEE SHEET 3 FOR DETAIL. ••• • • • • ••• • • • •• •• • • i •• •a ••• • • • ••• • • '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 �tt \\\'11T1t,1 NeI�I t/T 2 � � • 5 t- ::. I.IIJ:) A.ceO:fnce i'a 1-Ile 1i - �: ;�c;dranorsDate/9 OF FU; p ' ATE lU, d U N J J � � n W V) V) pro Z4j o 0 000 wow drawing no. W09-12 METAL STRUCTURE MWR-DADE COUNTY APPROVED MUUJON & MULLION ANCHORS SEE SEPARATE NOA I TYPICAL ANCHORS IYPiCAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING WEEPHOLES: W1 - 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. IIW N> N � — NLL 1 • • I v Tp • �•\\ a Y• BY ' 1' . \ -TYPICAL A*P WOOL] BUCK • ���---•FFOER SPACING• EDGE. DIST.. ED DIST, v 1 = m • n G' 010.-s � 8 a°t x - 0 poo8 TYPICAL ANCHORS SEE ELEV. FOR SPACING uY,T7 LL a ,$- �• �7ag WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM N AND TRANSFER THEM TO THE BUILDING STRUCTURE U a J j J m TYPICAL ANCHORS: SEE ELEV. FOR SPACINGIn 1/4" De ULTRACON BY 'ELCO' (Fu-177 KSI, Fyr155 KSI) : INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 & ,� 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) a THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 00 m11 DIRECTLY INTO CONCRETE, OR` BLOCKS CONCRETE Z 3j $ 1-1/4" MIN. EMBED INTO; (HEAD/SILL/JAMBS) MIN. EMBED INTO BLOCKS (JAMBS) 3: 2 n n 1-1/4" N jI14 SMS OR SELF DRILLING SCREWS (GRADE 2 CIS) O � W ro �W 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.) R S = (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. N > ; INTO WOOD STRUCTURE = 1" MIN. NTO METAL STRUCTURE = 3/4" MIN. n WOOD AT HEAD, SILL OR JAMBS SG 0.55 MIN. c o ^ d g • • • • • CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. N e C-90 HOLLOW/FILLED BLOCK AT JAMBS f"m - 2000 PSI MIN. m '0 o o u w • • ••• • ,111^11111Nt/// ,t .dE cEusi+b. � c 7 PROAUCT REV15c0 T0582 •: 2D24Wying ar • ,( Duildicg Cede - r •6 ii IN Ac,q�lance Na c • • Expiialinn llsc,11,, Z'y� •. TATE OF ='� drawing no. • s• �• -:• B % �'% S . oR1oR �: W09-12 Miami p a praictcr Csr.WI ''/III! 11 111111A ` sheet 3 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � � F o m STEEL .REINFORCING ` Ti 12 METALAS RE08:. - STRUCTURE SEE SHEET 2FOR CAPACRY " WINDOW. WIDTH.. XO LAY() - MUMI—OADE COUNTY APPROVED MILLIONSEE SEPARATE NOA . ... . . . . . .. — SCREEN OP'� • • • • • • • • • • • • • •• • • ••• • • • • ••• • • • •• •• • • • •• •• CS ANCHORS V- kCING xs use>. ;�F;;w-a91!��Pla¢ETL n 18 ! 2'2Q.0�7 2024 RO'-Iuc— x5m r+ m ca, .uyeag aH6 u'>r Florida sv'ld., ,g G:&- A rcaar>t: ice, - ].l3 tapi�tinacrDutc _� LTi�,me D� Pr+,&rT+�amr3 k92drawingno. '� W09-12 EDGE DIST. �Y TYPICAL ANCHORS SEE E' . 5fPo1CfURE OE GE mtAW- DE COUNTY APPROVED MULLION & MULLION ANCHORS Z m 9 3 ' a ` `r FOR SPACING SEE SEPARATE NOA EDGE b n =d •' S I I DIST. � aap�a ki jp`ft 1 U IL ` c ALT.TYPICAL gd�< 0 It -L N ANCHORS C--T TYPICAL Fi0R5 SEE ELEV. FOR SPACING • SEE ELEV. - FOR SPACWC 1 7s y IL Q�I�g � � o J w J vi NIpp L In N O m ' YI. a m J Z 4 1/4- MAK w 3 SHIMS I ALT. z aJ TYPICAL ANCHORS SEE ELEV. O 0 W mm FOR SPACING n -1 1/4- m �g TYFMCAL ANCHORS W qqq SEE 0 N. FOR SPACING W 'd pp 2 SS �(S n, �bE :�I 13te f1p�1A ALT. y • •• • • • • • • • • ••• • • • • • • • ._ ,. .^, �.b??;i ,.i N';e;nx`TC„p. {i11I eI 1u/// /I t/// ZNN S • • • • • • • • • • • \\\{{ //.�o M INSTAUATION DETAILS 1►ITH FLUSH FRAME ADAPTER sP' •. N '', •• ••• • ••• • • Icoorcrcc�vsED 8 k • :� y I • • • • • • • • • • • • • • • • • • • as cemPi fig a':M tCe Fhnidn Bm7diag R?dc •4 1 j g�� .. r . P , _ , ' 9 �'.. v,_'. 1 • • • • • • • • • • • • • • • • • • • • • • A; pnmtt ![xpretkmiL�q % '• TE OF dlnwinq no. • . . .. • Hy Minn. /t/Itlr/ W09 —12 sheet 5 of 7 EDGE DIST. Dick PWdld QlArd II IIIN { \\\\ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME HEAD FRAME SILL 1.314 z5o 340 .312 .062 O SILL TRACK MOV. FRAME JAMB 1.067 0 .71� 1.434 ••{{-- 81J �r .2 L 6 II 1.140--I ;2 „ U VENT TOP/BOTTOM RAIL STEEL REINFORCING 2095 1.519 �� �,130 250—i 1 X .045 .863 .045 803 2.246 1.140 1.047 t.o47 082 .21 10 GLAZING BEADS 1344 O JAMB STIR j--2.063 1.250 j1 Z40 062 _Q I L1344 0 MEETING RAIL 2188--1 1.422 .062 1375 O FIXED MTG. RAIL TL'B1L PART f QUANTITY DRSCWPTLON UATEML MANF./SUPPUBR/RIIQw 1 FY201 1 FRAME HEAD W63-TS - 2 FY202 1 FRAME SILL W63-To - 3 FY203 1 SILL TRACK INSERT 6063-TB - 4 FY205 AS READ. MOV. FRAME JAMB 8063-To - 5 FY101 AS READ. FOXED FRAME JAMB BD63-T6 - 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 FY105 1/ VENT I VENT INTERLOCK 6063-T6 8 FY206 ,/ VENT .LAMB STILE 6063-T8 9 FY1(Y7 Z/ VENT TOP AND BOTTOM RAIL 6063-T6 10 FY108 AS READ. GLAZING BEAD (LAAL GLASS) 6063-TO - 1DA FYI 10 AS READ. GLAZING BEAD QNSUL LAM. GLASS) 6063-TB - 11 - AS REDO. REINFORCING BAR STEEL - 12 - AS REDD, REINFORCING BAR STEEL - 13 FY204 AS RIEDE. ADD -ON SILL RISER 5063-TB USE AS REQO. 14 FY206 4/ VENT ROLLER HOUSING $ GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROLLER PM ST. STEEL - 17 #8 X 1' AS REQD. MAMVVENT ASSEMBLY SCREWS CRS P.H. SMS 18 /8 X 3' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W231 a1 AS READ. FIN SFAL WSTRPPING - ULTRAFAS 20 1 Q300TI90 AS REDO. BULB SEAL Q-LON SCHLEGEL 21 E207 AS REGO. BULB SEAL SANTQPRENE ULTRAFAS, DUROMETER 65f5 22 E203 AS REDD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB. DUROMEIER 65f5 23 FLO-50 AS READ. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 25 #8 X 1/8' 2/ LATCH LATCH INSL SCREW ST. STEEL ON SMS 26 WA21. 2/ WDW, WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ VENT 5/1V BOX SCREEN - OPTIONAL 28 FY120 - FLUSH FRAME ADAPTER 8063-T6 OPTIONAL 29 - 1 2/ LITE I SETTING BLOCK EPDM CLIROMETER 60t5 SHORE A .750 r ....... . .. .. 2.512 2.750 Lz.sea • • • • • • • . 500 .769 • • • • • ••• • • • • • • • • • •• • • II 4-.9B9 • • • • • • • • • ,.688 2.611 • • • - • • • • OS FIXED FRAME JAMB O FLUSH FRAME ADAPTER ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLU- z F aD �6 Ogg ao� ti 84t,_ Z Q�imF � n � U � �w W s 3�M n r1 coo 1 Z J o N0 U C, w j w a0-m ROOUt7'RCNww" 4 n ae riwPljinR u:iEl ;Oe Flat/ts c •� — `711uuuT,rAA S PRL1.^UCTRE4TSED _ •* :• : {T — Y as rnmplyiw witL �mmj. - awldieg Cads A-epLanD.I of .7 drawing no. E1p S.'�aAq 7J, •• .. W09-12 eAT�aode PioAntEll•Q•T ',AAA )'fill) t�I L1LVVA` ahaet 6 of 7 1 I1 FIXED MTG. RAIL CORNER I FRAME BOTTOM CORNER •• ••• • ••• • • •• • ••• • • • • • • • • • • • • • •• • • • • •• • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ADDUCTWARWM ea sa 5t�$r�dr Yti� Ezra ; c oa Rztz �Q. aY v PRODUCT REVISED � teras ace ns micas eaatea tnaaamn Code AcePtnce No Uoi•23 Ewa Daec ' Mamui O Prvs4�e! Coottd 1� OF 9- 4 no. _�.� —12 MIAMIOADE MLkAH-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building ceae * • • • • • This product is approved as described herein, and has been designed to comply with$he Flojjd%Building •• Code, including the High Velocity Hurricane Zone. • • 66 : * • • .. • ; 000000 DESCRIPTION: Series "Eco-Guard 500" Outswinb Aluminum Casement Wkftktw — L.MJ!, ;....; APPROVAL DOCUMENT: Drawing No. WI1-05, titled "S-500 Alum. (nVifig CAemeoiA Wdyvi • • • (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision F dated 09/27/a7•"gpared byAJFarogq;..' Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dad, %Wnty Product Control Revision stamp with the Notice of Acceptance number and expiration date byethc*! liami-Dade County • Product Control Section. 0 • • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant . • • : • • • - LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo; c4ty, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0406.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation' was reviewed by Sifang Zhao, P. E. / NOA No. 17-1011.22 MIAMIOADE COUNTY %' f Expiration Date: May 19, 2021 Approval Date: December 21,2017 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) 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 0000 6) Forced Entry Test, per FBC 2411 3.2.1, T4S 292-94 •.... • ..,... along with marked -up drawings and installation diagram of alhms nlent wig&", . • prepared by Hurricane Engineering and Testing, Inc., Test Repays No. • • • • • • • • • HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signetfAiid'sealed b� Candid...: F. Font, P.E. "•� ' ' .... . ..... (Submitted under NOA No. 11-0309.06) .... ..:..' C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying tijkih- ABC � '" • Edition (2014), prepared by Al-Farooq Corporation, datedep�flj/15 and.Q6/23/1:T, signed and sealed by Javad Ahmad, P.E. ' • 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E 4j 1111q4 zhalc� Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNTr, =) 2. Laboratory compliance letter for Test Reports No. B ETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11.0309.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of6, dated 02/23/11, with revision F dated 09/27/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, e.E. • • • • • .. •,.. B. TESTS • • 1. None. `••••• :....: C. CALCULATIONS • • • • • . • • • • ...... .... ..... 1. None ..: , ...... D. QUALITY ASSURANCE • . . . . ...... 1. Miami -Dade Department of Regulatory and Economic ResougcesTER).' :..•.: E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Uitraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), with FBC 61 Edition (2017), and of no financial interest, dated September 26, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.10, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window —L.M.I., approved on 07/02/15 and expiring on 05/19/21. `5"Jal% 04cw Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 E-2 ECO—GUARD SERIES-500 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT 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 UMFED 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 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1/8" HEAT. STRISN'D. GLASS .090".Interlayer Tmsifcl I°VS By 'kumray America, Inc.' 1/8' HEAT STREN'D. GLASS ' SILICONE DOW CORNING 899 GLASS TYPE 'A' MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN OR SMALLER) - 75.0 PSF TEMP. GLASS 3/8" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Intedoyer T-701 PVB By 'kuraray America. Inc.' r1/8" HEAT STREN'D. GLASS 37' U V WINDOW. WIDTH �� N 35' VENT WIDTH '= m No 3 FALSE MUNTINS 29 3/8" 0 b J Lu (SURFMAY BEPUSEDACE APLIED, D.L. OPG:Im ,Y+3,'kF'�sa.Sda 2 M1IaU ¢� M U OGIn� n 0o M 0 0: 0 i OaoaH QW7LL it :m s hlZo TI o aPILu Of ii \t Of 6 POINT LOCK � 1O MAX," 3 .s-• M n I M7' MAX. _LOCKING POINTS ti 5 O HEAD .HEAD/SILL SFF (:HART O C) o0 ,� 1 SILL CORNERS NO. OF Z WDW. HEIGHT KEEPERS •�¢ Z -jj o TYPICAL ELEVATION uPTO AT SASH 8 U o0 zs' 2 v, U L Id 38-3 8" 3 y W OD 50-5 8" 4 OT 63' 5 nm m 76' 6 6' HEAT STREN'D. GLASS 090' Interlayer -Tros'rlol PVB By 'kuraray Americo, Inc.' 3/16' HEAT STREN'D. GLASS SILICONE SILICONE DOW CORNING 899 w DOW CORNING 899 S � � "J I 1 Ij • • •• • I jl ,� i i i ti • •• • • • • i ji 1. j: j 1 •• ••• •• • • is 21 qo F AIT ty4•PftINTS 0 • •• • • • • ' LLLSTT 27 ALL SIRS • SETTING BLDCKSAT#15ULgLAM. CLASS• • • • • • • • NOTCH GLAZING LEG • • GLASS TYPE 'AA' TO CLEAR BLOCKS, • • • • • • GIAW TYPE 'B' • • s GLAZING OPTIONS ••• • • • • ••• • • ••• • • • ••• • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) • �_ w AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 n o 0 0 gnuluq u o W o rrerocT R.BvtsED �' , \ g' u :s ea plying wtth u'Ip Pto(cT9 " s t,.nld -•..Ce P . T0692 Li-irction LATE n� r9Tz I - o sy�R o :U-• TE OF Au OF drawing no. oaeoe_.�� W11 05 BUCK EDGE EDGE DIST. I AL ANCHORS VI 1BY ,.I. FOR SPACING WOOD "4 OA 2 TYPICAL ANCHORS SEE ELEV. 5� FOR SPACING I II II 11 I Ii 0 I y I 11 1 0 3 , W m i' W II I. I I�I I i I! Ij 11 b 1 ii I 1 13 1 g 6 I a� .4 Tx ri rE i c7 o °. .. ° 0. 5 4 •.n ° 'v 4600 .o 600 • • C w L e° Lc . r fin S »recta = : �T _ o w �_ I • • • • Aoc Ttu ss iao 1-loU•2Z �= S e p I TYPICAL ANCHORS f • „^I�,^� 4 � � • • • • • • • E� Ou u�.� Q 1 1 ATE OF ' 1�� drawing n�o. SEE ELEV. " /j.�/� w FOR SPACING II! - EDGE DIST.. • • SPACING • • • • • • • EsyNi l L ie Pu ucl an'uaS �ii �� ORIDI`,�•'®� �^ dry 1 1-05 L EDGE DIST. ) • • • • i ��/C �/SL YY14\1 shee�' :TURF F -- _______ _=-_--_�'I II MIAMI-DARE COUNtt APPROVED II EDGE m I MULLION & MULLION ANCHORS I I DIST. o SEE SEPARATE NOA 8 Q z m m C n W II EDGEII � I � ^Io Q� Zry I I I N M N Q' O W TYPICAL ANCHORS ELEV. FOR p CSEE SPACING Q 2 TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q w M iJL1 1 /4" QN' ULTRACON BY 'ELCO' (fu=rn KSI, Fy=156 Ks!)0 N WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) = U AND TRANSFER THEM TO THE BUILDING STRUCTURE. THRU 1BY_BUCKS INTO CONC. OR BLOCKS J 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 30 3 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) lil DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (MEAD/SILL/JAMBS) D- 1-1/4" MIN, EMBED INTO BLOCKS (JAMBS) �w #14 SMS OR SELF DRILLING SCREWS (GRADE z cRs) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) S N C)j5 m (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE Z ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) z o STEEL: 1/8° THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) `com W W #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) O INTO MIAMI-DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (NO SHIM SPACE) ALUMINUM: 1/B" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) r (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE g 9 INTO CONCRETE AND MASONRY = 2-1/2" MIN. a m 78Y WDDD BUCK INTO WOOD STRUCTURE = 1" MIN. 5 11-INTO METAL STRUCTURE = 3/4" MIN. G� •> o $ 16 • • ♦ g$ WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. • • : s^ • • CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. c" • :� p i C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS fm 2000 PSI MIN. 1. •10 • • • ••• • AA11111[fill, • • • • • • • •\\®• --T • � • •• VCENSF ••, ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • ' VEt(TWID7H_- WtNOOW W(DriD M1M11-2hDE c YT • • • • • .00 • •• • • • • ••• • •• ••• •• • • • •• PRODUC'r kE.0 Rg£U xi —plying with EM Fi�Tidz • • • • • • • • • • s �uildv±g Cud.^ • • • • • • • • • • • Exyirmton Date Qf L� • • • • • • • • • • • • ••• :• • •• • • • Dy !7 • • • • • Wmmi Dnd° P,,d-, clmv t ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• N .70592 TATE OF •Sb�` drawing no. W1 1-05 SPACING T r------------------- , I MVJAI—DARE COUNTY APPROVED I i MULLION & MULLION ANCHORS SEE SEPARATE NOA I I I EDGE DIST. � I L------ —----------J TYPICAL ANCHORS SEE ELEV. FOR SPACING MAX. ALT. TYPICAL ANCHORS ' SEE ELEV, FOR SPACING,,". ° d \ 1 I e TYPICAL ANCHORS a) SEE ELEV. FOR SPACING 1( B \ • • • • • • • • • \ICJ i/ • • • • • • • • • ALT. • •• • • • • ••• • is � � •• ••• •• • • • •• INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER .. ....... as cempS,jnry with the FlorAa . Pro .. • • • • • • • • • • • L;�nldirg Gone Ic- v . I ' • • • • • • • • • • • Ezoir°tioo Uloi • • • • • • • • By �t 4n� Zhl� .. i ° I • • • • • • • • Mitent Dude PttmaHY'(',rtpll96d ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �y ftU Z q ;: q C v 6 OREM 04E, x 0 aWR�g MOE a$�f� 0 N ro 3= � W M WW 0 0 �� h 3 Z �_j 0 0 N J 0 0 w ..I N W 00 f I \ • STAMEOF 40 drawing no. 1 0 FRAME HEAD/SILL/JAMB O2 VENT O GLAZING BEAD (5/16" LAM. GLASS) I—.130 .803 I .045 7.772—I 3 GLAZING BEAD (INSUL LAM. GLASS) ® GLAZING BEAD (7/16" LAM. GLASS) _Z688 .062 062 .500 769 3 2.611 is FLUSH FRAME ADAPTER 1.750 .493 1.750 .493 u CORNER KEY 245 .7eo t zo ® SNUBBER - FRAME 1245 .7iI—C.120 J .720 F O SNUBBER - VENT ITEM PART / QUANTITY DESCRIPTION MAPEIOAL Xmw./3UPPLMR/R9M&M 1 E501 4 FRAME HEAD/SILL/JAMB 0063-TB - 2 E502 4 VENT 8083-T5 - 3 FYI 08 AS READ. GLAZING MAD (5/10- LAM. GLASS) 6053-TB - 3A E505 AS READ. GLAZING BEAD (INSUL LAM. GLASS) 0003-T8 - 38 FY109 AS REOD. GLAZING BEAD (7/18' LAM. GLASS) 8083-TB - 4 E508 AS REQD. SNUBBER - VENT. FULL LENGTH 6003-To - 4A E509 AS READ. SNUBBER - FRAME. FULL LENGTH 8003-TB - 5 E508 OPTIONAL SCREEN FRAME 6063-T5 - 7 /10 X 1-1/4' AS REQD. FRAME AND VENT ASSEMBLY SCREWS H WH SIAS 8 E203 AS READ. BULB WEATHERSTRIPPING, DUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 AS READ. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAB 10 35.12.00.400 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH. INSTALLED WITH (2) #10 X 5/8' SDS 11 13098,92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH 12 - 0/ VENT KEEPER STEEL - 13 - 1/ VENT RCTO OPERATOR ZAM4</STL TRUTH-, 14 PS140-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - 15 FYI20 AS READ. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 16 - 3 ANTI SAG SKATE NYLON M&M PLASTICS 17 #10 X 1-1/4' 2/ SKATE FH SDS SKATE SCREWS - - 18 /8 X 3/4' AS REQD. FH SMS SNUBBER SCREWS - IN PAIRS 2' MART, PAIRS SPACED AT 7-3/4' O.C. 19 - 2/ LRE SETTING BLOCK, 3/18' X 3/4' X 4' LONG EPoM DUROMETER 801:5 SHORE A 20 FLB-50 - GLASS SPACER - 1/8' HIGH SILICONE F1WIK LOWE 21 - - INSUL GLASS EDGE SPACER ST. STEEL CARDINAL XL SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE—MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8' P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES: 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS •• ••• • • • • • •• OPERATOR: • • • • • • • • • SINGLE ARM ROTO OPERATOR •#62.93.012 40Y iTRWTW o • • LOCATED AT SILL E • • • • • • • • • `t1Uln1„Y/ FASTENED WITH (6) 10 X 1.15 PH•S�AS • • • • • ......1! OPERATOR TRACK #30175 AT BOTTOM RAIL V30�BE �''. FASTENED WITH (2) #10 X 1" P PH SMS • • • • • • • :,,•n�W:-� 7sd1 ;Ilea estida J::;:I ANTI -SAG E• • • • • VINYL ANTI —SAG :SKarES 8Y•'Am"'P SIi�[G1TS: CS' • •• • • STIL* FROM;OP/$QTrOM t S • • =:_C+ - c: ;,.¢tioa LT6:a�') _ tz (2) AT LOCK AT 6�3/4' • � N i'� ATIBOTTOM L T FROM LOCK STILE AL� �``` EACH FASTENED WTH (2) #10M F — /4 P FFH SDS. �S ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Drawing no. W11-05 0 0 Z a� 3 P q IML 14 0� W� 14 / Cz� i 'D � o I 3 vi w 8 I I I E5 W 3 o SM _ oW I � 3Z}1�..I � p O N 1 N lil aD � O VENT CORNER FRAME CORNER •• ••• • • • • • •• 'N Min • •• • • • • ••• • • i • • • • • •• - \\\\11111Uq/j O �Q;.•' OAF•., � ., � a {�p'ItEV1SP.A � a � r •• ib C..VIYM with flit Florida# _ N '" o ••• • ••• • •• • • • • • arneylnnanlo��lo/62y _ � • • • • • • • • • 7ivpiracim nse tat/ : ��/ � O • • • • • • • • • • • • • • ATE OF ((/� drawing no. • • • • • • • • Tay 6,.Ia • .• s+ �1c�� ', o�1on.•�a'�°� W11-05 ��///11111\\\ sheet 6 of 6 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DARE 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.aov/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. "goes* DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. • • • 0090 •o* • • "• APPROVAL DOCUMENT: Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrasioe 1:oor ....:. (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, tWeV62/13/12 acid last revised on MAR. 15, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami ff=.Coun1y.J3jJduct • Control Renewal stamp with the Notice of Acceptance number and expiration date by the* Wiami-Dade County • • • • • Product Control Section. • .. .. .... ...... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • • , • Limitation: ' • ; • • ..... 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or loub%Door'DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max'door lkaf WMdth shall • not to exceed 37". See locking options 1 & 2 in sheet 7_1. 0000 2. Laminated glass types G1 and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #18-0319.13 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No.18-1220.11 MIAMH=E COUNTY Expiration Date: March 20, 2024 Approval Date: January 17, 2019 tlgif�t Pagel ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027cwgd 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. • • `***so ..... • Note: The above referenced test reports have been revised by an addendur;-%tt i dat4•Jpq 29, 2013,o issued by Hurricane Engineering & Testing, Inc., signed and sealed by RAMW Droz-Veda' P. E' • • • • • C. CALCULATIONS .... ; • • • • 1. Anchor verification calculations and structural analysis, complying witle�BC-201(�ditioa),.. prepared by Al Farooq Corporation, dated June 02, 2015, signed and seaiddby Javad •t�hmad,•P�- .. .. .... 2. Glazing complies w/ ASTME-13 00-02, -04 & -09. ...... e . D. QUALITY ASSURANCE • • • • 0 • 1. Miami Dade Department of Regulatory and Economic Resources (RE$),• •000000 E. MATERIAL CERTIFICATIONS `�• 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 1351 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approvals. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2017 (6th Edition), prepared by Al Farooq Corporation, dated OCT 313 2017 and last revised on MAR 13, 2018, signed and sealed by Javad Ahmad, P.E.(submitted under file 417-1102.18) D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (Former E.I. DuPont DE Nemours) for the "Trofosil ® (Clear & Ultra clear) PVB Glass interlayers", expi> p&on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (NMfor• their ...... "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. ' • • • :1. ' ...... .. . ...... F. STATEMENTS . • .:. J • 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6;16Fxli tion g017� & of 11V • • ; financial interest, prepared by Al Farooq Corp., dtd 10/04/17, signed & 1dd1Ed by Ahmadgp G. OTHER ' 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. • • • • • .' • • f 1. New Evidence submitted. • • • • • • A. DRAWINGS see •" 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.Nf s')", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS (submitted under file # 18-0319.13) 1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA #18-0319.13, expiring 03/02/2024. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-2 SERIES 60 LIUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 20Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 'SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA SLOG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. /8- HEAT STREN'D.. GLASS By 'Kuraroy Americo, Inca ,/8" HEAT STREN•D. GLASS jSILICONE DOWSIL 899 U 14, r GLASS TYPE 'GCS "T STREN'D. GLASS r Its �` Int.d yer (� ol PVB y is uraroy America. Inc.' Q hh h 18' HEATSTREN'D. GLA55 SILICONE DOWSIL 899®/8� IL//////''' 4ITly ®/Q, �/ uui SETTING BLOCKS AT LAM. GLASS 4 Z REOD. FOR WIDTHS EXCEEDING 36" ONLY. — ' NOTCH GLAZING BEAD LEG TO pO ¢ y m Q CLEAR BLOCKS .J J Q uzi M 2 Rs GLASS TYPE 'G2' t---- TEMP. GLASS V16" AIR SPACE `1/8" HEAT STREN'D. GLASS 090o InterMyer Saflex Clear And Color Glass �By 'Eastman Chemical Co.' 1/8- HEAT STREN'D. GLASS SILICONE III /—DOWSIL 899 ••mil f GLASS TYPE '133' THESE DOORS ARE RATED FOR LARGE & SMALL ISSII.E IMPACT. SHUTTERS ARE`V0T REQUIRED. •s! • • s • •s• • • • • • 0 0 0 • • • • J g J m °i!:°,.'.'%TU,t:O?f$'9/^J©YJa ll•Ta►.�I 1G:ey; °;atz VTR W M / c2D jl rtssae MaTI H fn w �q-tdrs8as TrWt,�ir.2i2 z } D: H ea ` +, �.I+tt$1�,CiklsaaVr UT to (a .,L� M m 3 m = 0 0M J Z 3.,- CARDINAL XL '} Z -EDGE SPACER N J ST. STEEL W 00 p w� g W � 38 'SILICONE SETTING AT INSUL LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS i um •RODUC r RLVI&" bmN qP� 4 Lic fk j& A.3 6-pE tut, �4/L2y 7w1'9 b 4, 2 a o o 0 T�Tawa�cst=e�.R c.•roe •q °c < ?A� �..•��yCENg,F 2018: A OF drawing no. W12-08 39 3/4"MAX. rFRAME WIDTH f 12" 5 MAX. HEAD/SfLL CORNERS.. MA HEALC �. Q SILL C II /I E r it I m xb0 - f ui/ n ioz nx m� np Ilr- \ u n V u --- I n H; V --- ACTNE SURFACE. AP PLIED 2615/16" FALSE MUNTINS OR_, b-- ---- DECORATIVE GRILL i D,L. OPG.: MAY BE USED LOCK OPTIONS #1 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR. DESCRIPTION m DOORS LOAD CAFACFPY - PSF SINGLE DOORS (X) ODOR. DIMS, LAMINATED GLASS FRAME LEAF FRAME EXT.(+) INT,(-) WIDTH WIDTH HEIGHT 39-3/4" 37" 98" 70.0 75.0 I u U 76" MAX. 37 3/16- MAX. OpC FRAME WIDTH FRAME WIDTH �Y N HEAD k SILL ANCHORS AT SOLE ENDS � y �e$1 a (4) AT 3" O.C. 12° MAX. a L a 5' MAX. MAX.5' MAX. HEAD cc O p `, o 0 f'� HEAD/SILL SILL 0 ry v HEAD/SILL t A i , _ _ _ SILL ` CORNERS r F N 12 CORNERS I W d F00FnlONS #1 OR #2 \ -(OPTION 2 S'Tw co / SEE SHEET 7. FOR DESCRIPTI0�1 o x n u i n 0 p / Y II \ \ INACTIVE I ACTIVE rg 0 W 0t3m V o IJ M 9Koa - 0 4 t 2 �w�t<w^ V. ZNr0 I ��� I aHS m W H� }L 1n o, J 3 z> b U NW LOW R SURFACE APPLIED_// Lm z SURFACE APPLIED 32 3 4" W ro FALSE MUNTINS OR 26 15/16" i 26 15/16"O FALSE MUNTINS OR / p DECORATIVE GRILL D.L OPG. D.L. OPG. io o DECORATIVE GRILL D.L. OPG. MAY BE USED MAY BE USED 37' MAX. s926pUCT � LEAF WIDTH rr ivmpi}tcg WtR�rq)pftaft ' •uialuq ca. L 2 •! f O S' (XX) A—ptsac. Ns t�- lf1 i 6YDiralicai D.t.- 0 a STAND ALONE SINGLE SIDEIiTE SEE SHEET 3 FOR CAPACITY - 5 fr II n n II 11 II u H u w x ply f b J Ir II II u II u I I II 11 n G By---TI• c .1 IARODUC f REV M60 Y1 e a cm*4'v S .pith lk F1cwi¢o `• r S 8 • • Apteptie.Ce No �C(^ O � ! 3 o0-i - c • • • • • • • • • �11L 1,(_1 _ j• ,11U III)n CIA D L.O. DIMS .. �.., '•,i D.L.O. HEIGHT = FRAME HEIGHT - 11.125" r D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813° • • • • • • • • • • _ ;-� !y0"-�2 D.L.O. WIDTH (XX DOORS) (FRAME WIDTH - 22.125`;,(� • • • • • • - j ; �T - - +I • • N • • • • • •• • • 5 t6 * f4•'' drpwln no. • • • G S CAPAC jlES YA THIS •VeET%Rt 9 NOTE: BASED ON ASTM E1300-09 (3 SEC. GUSTS) : ¢� ' ip�' ®�: W 1 2-08 EGRESS REQUIREMENTS TO BE REVIEWED AND FLORIDA BUILDING COMMISSION BY BUILDING OFFICIAL DECLARATORY STATEMENT DCA05-DEC-219 s\tA t®��11''1`` sheet 2 of g DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME LEAF I FRAME EXT.(,) INT.(-) WIDTH wl 76" 4137' 1 989 00.0045.00 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 ••• 0 0 ➢ESIGN LOAD CAPACITY - PSF STAID ALONE SINGLE SIDELRES SIDELINE FRAME MUTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 86.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 92 70.0 75.0 69.8 69.8 64.1 84.1 63.3 $3.3 24 30 38 37 98 63.3 63.3 57.8 57.6 53.1 52.4 53:1 11 1 52.4 LGLE SIDEUTE WIDTH DESIGN LOAD CAPACITY - PSF SIDELRES WITH SINGLE OR DOUBLE LEAF DOORS - (SEE NOTE BELOW) SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES. WIT OUT REINFORCING WITH REINFORCING W-(+) '. INT.(-) - EXL(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 70.0 75.0 70.0 70.0 75.0 70.0 61.7 661 61.7 d75.0 24 30 36 37 42 86 70.0 70.0 750 75.0 70.0 70.0 70.0 75.0 70.0 700 75.0 70.0 . 61.7 66.1 61.7 66.1 24 30 37 92 70.0 75.0 70.0 75.0 69.8 69,8 70.0 75.0 t�4 -1.0 84.1 70.0 75 .0 63.3 83.3 70.0 75.0 24 j30 36 37 98 63.3 1 63.3 70.0 75.O 57.8 57.5 70.0 75.0 53.1 53.1 70.0 75.0 52.4 52.4 70.0 75.0 REINFORCING- AS READ. SEE CHART r I I 139-3/4" MAX, (SINGLE) SIDEUTE WIDTH dI- 76' MAX. (DOUBLE) _ DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. SASS D.L.Q. DIMS D.L.O. HEIGHT (SIDELITE) FRAME HEIGHT - 11Z00" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" 148" MAX. ____ "- ___ TESTED FRAME WIDTH HEAD &` SILL ANCHORS �(4) AT STILE ENDS 6" CLUSTER OF (4) ANCHORS AT HEAD/SILL AT 3" O.C. 12 3' MAX. HEAD/SILLH�SI�p I 11 i CORNERS I V. I , �� r�i 1 I I 1 I -- 1 I 11 ❑ / I i - . _-_Lji _� n I II E ti m It 0� 5��.:.h ' � / m p \ II II II \ II LO 1 K OPy10 OR/#2 S (0 TjON 7 S AO ) II II ii \ II i I I SEF, �t SHEET DESCRI T1 IO V B IS I1 -- INACTIVE $ J w J tlf •-� I o m V) ELI - ➢ j.- w z N� OM N Q a Z_ 3 o=z z W FALSE MUN➢NS OR SURFACE APPLIEDJ 32 3/4" 26 15/16" �� 26 15/16" o DECORATIVE GRILL O.L OPG. D.L. OPG. D.L. OPG. 1D. MAY BE USED 37".. � aR41FFUG7dENE"4W>�' LEAF WIDTH c mPlvinR �•'ifh I* plod* „ z e e ag Gnlr 39 3/4" MAX. (SINGLE) Ac cpxenre No 115- 12?n• { 1 SIDELITE FRAME WIDTH 76" MAX. (DOUBLE) Expir.Hoa Defy L r MAX. ` 0 SEE CHART AT LEFT DOOR FRAME WIDTH 0�� 1 �,• ,, 0 o s ne;eml DAde adet4e (OXXO) isro MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 • • • • • • • • • m O a - • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • aRODUC T RYteEO � camW7lne itcd 1Ia FkniBa + 111 I117 ' 11N r rr7 Aocrpbucc Nu -QT 4•%3 ��` ��� c ��i � �.•• n o EepueWat/etee, "N$E / 1 � a F ^ • • • • • • • • • s NOTE: 000 • • • • • CAPACITIES QN TMIS SPIKT-ARL 8t'd. LtaC1n Certeat / 4 : y� 21I M ±\ drOwin99 no. G[%S fi�xx T'? OF 7 [yam • Bp6„{ ED ON AS Et3t0-09•(•i SE%CUSTS) O '•. AND FLORIDA BUILDING COMMISSION '� ' •...•• �•''�®�` W� 2_O$ DECLARATORY STATEMENT DCA05-DEC-219 -r•s- • • • 1 • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • 0 0 000 • • r _PROPERLY SECURED O iBY WOOD BUCK 28Y WOOD BUCK 9/16"-MIN. TYPICAL ANCHORS EDGE pIST. \ OR w THROW BOLT EDGE pIST. SEE ELEVATIONS ""'- WOOD STRUCTURE o PENETRATION FOR SPACING a , :. EDGE_DIS_T. }< SEE NOTE SHEET 1 METAL EDGE \ EDGE_ DIST.___ STRUCTURE-- <v r\ c \ Fw "wZ �00�"UR 25 8 1 ^t N 0 i >l� /i 3S I 2fi 2 TYPICAL ANCHORS TYPICAL ANCHORS L TYPICAL ANCHORS a 0 - M I .-SEE ELEVATION$ SEE ELEVATIONS -SEE ELEVATIONS 0 a 0 4 S ' r i FOR SPACING FOR SPACING FOR SPACING ®N N a j O 4 W N b j I MIAMI-DADE COUNTY APPROVED I j O E I• I CLIPPED MULLION d j l Q W m i F SEE SEPARATE N A I I� -I t^ _ rn o J ro o g � m xw cV) W 3U3 i M GLAZING OPTIONS W SEE SHEET 1 TYPICAL ANCHORS rc f) SEE ELEVATIONS FOR SPACING pW �" �" 18Y OR 26Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS S 3 n w _ °� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER o O wi W - THEM TO THE BUILDING STRUCTURE. Z z W TYPICAL ANCHORS: SEE ELEV. FOR SPACING y O o o V 1/4" DIA, ULTRACON BY 'ELCO' (Fu.177 KSI, FY-155 KSI) g W coM INTO 2BY WOOD BUCKS OR WOOD STRUCTURES--� I 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS s31a»UCT Aff4vww aROOUC E REV12" 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) �xcoet ��ap�{agw:thIt- F'b1We i NYIaR with tlko iRse6�ll► 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) itirldiagCode HatdinRCads Ace"9 n No 1g"(_ z "ZD • 1 AettPIP No�S.:•Q. -• V o n o ry a DIRECTLY INTO CONCRETE OR BLOCKS F EcyEratM�°i` -°� o .xpintina Dale w 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) * tiv,d '��`""` ,-t:•.el �" s " a taddslU m . a � a �A rt-5 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 1' z INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR rtt�� • • • • •• `•m 2fi 2 INTO METAL STRUCTURES* �HLAu'J�ISBS: • • • • • • DOOR DETAILS g s I I (3) THREADS MIN. PENETRATION BETOND 6MBSORAPE • • • o ALUMINUM: 1/8" THK. MIN! (606� =5 DIN: • • • • • • ` ac < 25 I 1 y STEEL'IN1 CONE CHK. MI . MUM TOBEN61LATED OR PAINTED • • • • • `\``�tit�l � 1®T,�,%!'\ G n �� ��• �GENSE • .� e 4 TYPICAL EASE DISTANCE o r i b, s aTp INTO CONCRETE AND•Iv}A!ONR P i 2-1,:?" MIN!` • • • • • • • y' �_y e c INTO WOOD STRUCTUBF• = 1":AIN. • • • • • • • • r +lryp IJ 2010 TYPICAL ANCHORS INTO METAL STRUCTURE ! 3/R" Mli�. • • • • • • • • 1 : �`--� EDGE 015T.-SEE ELEVATIONS W000 AT HEAD OR JAMBe SG =•p,55 MIN. • • • • • • • • • ' Jtg� TE OF Eye drawing no. THROW " MIN.WSOT FOR SPACING CONCRETE AT HEAD, SILL OR JAMBS Fc - 3000 PSI MIN. �:� �•'•` ?OP•' � ` PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. • •• •• • • • •• •• ••• • • • ••• • • P 1/4' MAX.. SHIM TYPICAL ANCHORS SEE ELEY. FOR SPACING ir METAL STRUCTURE SEE SPEC SHEET 4 1 /4" MAX. . SHIM TYPICAL ANCHORS SEE ELEV.' FOR SPACING W 0 w I ACTIVE. LEAF. INACTIVE LEAF CONCEALED FLUSH BOLTS LEVERS AT STILE FACE EXTERIOR 39 CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSTILE 1/4" MAX, _ SHIM I�.. CIA i 1BY . WOOD BUCK Z O b� W 2 �. 1\ C W Nam rTYPICAL ANCHORS SEE NG FOR SPACING C S: N n O � d K 0: O ®NZ�� - -i �0i LOCK OPTIONS d ul Om1 f o f I OR. 02. (OPTION 2 SHOWN) "•I SEE SHEET 7.1 FOR DESCRIPTION 1 /a" MAX. N o \ 1A CONCEALED FLUSH BOLTS LEVERS AT STILE FACE 2RY WOOD B K OR W ACTIVE LEAF W000 STR RE EE NOTE 3HEET 1 N W Y z � � 0 260010 to) O on wdd ILWroMF TYPICAL ANCHORS I If-T-FTTT WIDTFI LOCK OPTION /2 I a EXTERIOR LEAF MD' 76' MAX. DOUBLE DOOR FRAME WIDTH 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY •• ••• • • • • • INACTIVE LEAF • • . • • AWIVP♦ LP+F EXTERIOR • • • • •• •• DOOR DETAILS -- LOCK OPTION $1 • • • • • • • • • • • •• •• • • • •• •• 0 0 0 0 0 0 0 0 0 0 0 --� -rc mmn�r+nx >w)1ro t0r Mtelil� Bai#31oe Cale `= _ w �' it a '- a � � --ratlw L% TtAODUEf REm"i" Ayam) 9aJe -- o • o r m m owmpty!¢g wish itu !'loeit lwrding CsJe AxnPtance Na (� 3{ { 3 _ •> $ o g o K,qu ra Date '�•--�iGENyF ••,• � O Dig T OF •�!{s�� '�, as.._.oR?ea��°.' drawing no. W12-08 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. � C� j V j I j II i GLAZING OF SEESHEET S 1�4 a � ° _ f I- w ({) A, { 4 4A 2I � !I � t TYPICAL ANI SEE FOR SF METAL STI SEE SPEC BONS 1 1/4" MAX. SHIM ; TYPICAL ANCHORS w SEE EUFV, FOR SPACING EDGE DIST. \-- TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING. FROM. ENDS—, SMS AT 5' FROM ENDS—, AND 11 O.C. MAX. � 5 16 41 1QRS REINFORCING �'��J�,SEERIKET ASEOD.1J 3 r 26 13 : V \ j 24 t II - -- 1 L_ 3 / 25 23 ,5 b14A D.LO. 19 e I O.LO. EXTERIOR LEAF WIDTH 38 3/4" (SINGLE) • • • f �•. ''''••,, • • • • • 76" (DOUBLE) IIIELfu rr1YTH ;— ,_....._.__.• a • a -_ .MAX. DOORFRAME WIDTH: • •• • • • • ••• • • • • • • • • • ., MAXAINIT FRAME . WIDTH. ►R@DU� dENYEW� ith ON plefft ♦RODUC£RV-0WQ B ylag wuIdi.gdiog Cndc s• c•mplylog with fke Pfwii • • • • • • +vc<•+�wa No }$^i22a• { funding Coda • • • ,pi♦iiion D:h�__����Li4• Aee¢jNanm,"ot. 0 / • r I • • • • • Aaa s..ac pSuaa�t� • � �. C��y SIDELITE DETAILS • • • • • • • • • • • • • • • • • • • • • • ••• 0 0 • ••• 0 • 70592 a �{ '2011. OF � � drawing nop11 UU w �{� 0 N a F Z a Q E 2 0. Q' 0 s 0j� Po U LL 0 C/yh Cto~ Q a c Mo ti �yIr c H 4pZ I 2 N g W f Q O nwl� C> � p Nm 3LM° p O OM N 3 0 '0 N g 2 O n NOp g WW roW L—yam cg Ow Rj5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH • • • • • • • • • • SCHe SEE MOREHEAD JM5504 SEALANT. • r o • • • • • • • • • LI11I1 )T moDuaRrmw wwown wobI" am pyI-9*t64C:LeY1NURILU • • • • • h` j�:••' GF.NB� Cod. � • A na No is 127d ` t i Awpnea Nr / 4 ( , j 3 " i % �'� 7p582 •• S n .. • • • urn Do. 8sp4alm e L it J 20 _ $ • • • • • �� : e ►warty CwMI ' • • • • • • • OF :.�/:� drawing no. lTSM / PART 9 RSQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 E601 DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-T6 - 3 E603 - DOOR FRAME JAMB 6063-T6 - 4 E604 - SIDELRE TOP k BOTTOM FRAME 6063-T6 - 4A E628 - SIDEIJTE 9' BOTTOM FRAME 6063-T6 - 5 E805 - SIDELRE FRAME JAMB 6063-T6 - 6 E606 - SIDELRE SUP ON JAMB 6083-T6 - 7 E607 _ - LEAF TOP &BOTTOM RAIL 6083-T6 - 7A E625 - LEAF 9' BOTTOM RAIL 6083-T6 - 8 E608 - LEAF W'S7RIP ADAPTER 6063-T6 - 9 E609 - LEAF HINGE STILE 6063-T6 - 10 E610 - LEAF LOCK STILE 6083-T8 - 11 E611 - LEAF ASTRAGAL STILE 6083-T6 - 12 E612__ - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E813 - LEAF CLAMP 6063-T6 4-i/4" LONG 13A E613 - HINGE BACK-UP PLATE 6063-TB _ 12" LONG 14 E614 - GLAZING BEAD (5/16' LAM. GLASS) _ 6063-T6 - 14A E109 - GLAZING BEAD (7/16' LAM. CLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUI. GLASS) 6063-T6 - 16 E616 - SNAP COVER 6063-i6 - 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS READ. SIOELRE MUL • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r LOCKS: 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BDTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND 130TTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM II I 1 11 INACTIVE I 1 ACTIVE HINGES: 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART IFD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION /2: ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) JB-32 X 1/2" FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) j8-32 X 1/j2" FH MS / / I ACTIVE INACTIVE ACTIVE •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • e� Z �w ° W Ara0 �m W W H N 0 O oO of �OD N O Qzy�g J CZ9 m 4 8 !RODUCf REvum o rc o u aarplyios MM tYe Pbdh b".2 Cody AreBrace No 1-D d o g a E>a *t*o peat} mamma e i.w%HI 04puft 8vidg Cod, ma F MMN Accent o N. J8- f J q ,. "r u ASL�i Dede vtw ,A71111111 /IiY' 019; :A s ��," "• a �� fin. •...... _�(�, drawingo no. W12-08 4.000 .625 1.625 l� 2.062� 1 DOOR FRAME HEAD/SILL .078 4.031 L 7 LEAF 1.750 4.750 7.507 - TOP/BOTTOM RAIL 1-1I-.519 .803P.05803 1.047 M- s GLAZING BEAD 5/16- GLASS 394 L-[ .803 .05 I� �t.172 BEAD is GLAZING BEAD INSUL GLASS 1.500 r 312 � 0 3zdNW a. U 1.047 14A GLAZING 7/16- GLASS °� ' 4 O e �• a 0 m m a o e 8 °� J z� �m1 g Q W f 7.531 1.507 -i i --4.000 p -.078 8.I 250 T- 4.761 �5�S .078 3.719 L a.719 1.750 1.507 L I ,�. c� 2R5 O J J n mw L SIDELITE Ll 507 11.750 .75- TOP &BOTTOM FRAME 4.000- i 9 LEAF HINGE STILE 7A 9" BOTTOM RAIL -Y osz e LEAF W'STRIP ADAPTER 094 �L te 12 1 •a LEAF ALIGNMENT BRACKET 750r 281 T - - -�. �.375 I ^� .125 u erw004d �►'IM 1,574 125 3.781 •oiding Code l� 4ecepbnte Nn;di i` by C{. 1. ii.+» 13 LEAF CLAMP v.w1 rodwa HINGE BACK-UP PLATE8.281 • • • • • • � t.0•• • • 719 SIDELITE MULLION REINFORCING • • • • • j......ltrlrr77 �. • • • • • • WAODUL t gram • 4.189 • • • Y0°16��n=�"tg We►9wW - 1' - .706M • • • • • • A�nspww AR • • �078 • • • • • (,1� a� ».•,•. , ,Cora ; BB/�\ _e...ar Cl °�,� 6 S�DE Tj SLI � ON JAMB ri111 � C N Ld (J1 W LL 3 NID O o `� n coo J 3 z R cal -i •-' W m 5.34a� 4•� _T 2.081 I 99______ .o7s 10 LEAF LOCK STILE r.078 � .329 1.e1z J 2 FRAME COVER 3.719 L• O SIDELITE 1.507-1 O u U _ 5078 2.081 1.507 1.750 I y-II I k a.000� 11 LEAF ASTRAGAL STILE .078P"'' • �� • • • • • • • • • • • • • • • • • 1�25 • I • I BOTTOM "WE • I r.687 _050 1. 97 II_� .154 f-- 16 SNAP COVER I f----4.00o 9" b b a 1.500 .625 4.000 .078 2.097L 1.500 bj roj •719 .078 4.000 1.507 _-9. s SIDELITE FRAME JAMB ` c drawing9 no. W12-48 3 DOOR FRAME JAMB • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 �• •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• .. ... . ... . . .. . .. . .... . . . . . . . . .. . . 000 .. . . • 0.. 000 . . . . . . . . . . . .. .. . . . .. . . ... . . . ... . . PRODUCT RSf78ii'i®i «. -.plying with Gm liandleg Calt I�-122d•lf A-eprance No Et�intiaa aao .aa 2.2`f illeaat .AODucrsevas w will, Upei�ledip bwHn;Coda AxrWss-Na I&�o3f4•i3 s.plroe3.• Dau�e (� a t tl. M AW N.dp p oo�Cwlydl OF drawing no. oa.... ... .. W12-08 MIAMNDIADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/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 applicably building ccq• • • • • • • * • This product is approved as described herein, and has been designed to comply' yvith the Flo;•Building • • Code, including the High Velocity Hurricane Zone. • ..... : ....: • DESCRIPTION: $4 e ` ,[xizard '' A" I 0 ia►` l5ingle APPROVAL DOCUMENT: Drawing No. W09-08, titled "Eco-Guard Seri%4.0ji' Alin! 9 fP. Wdw, • • • • (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/199 prepared by.41 FaroQq:. • • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade bounty Pjo3uct Contrd.... Renewal stamp with the Notice of Acceptance number and expiration date by•t*� iami-Dade County . . . . . Product Control Section. ...... ... • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 0.. . • • • 0 • • • • . . .. . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo; Laity, 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. a VEO � j/ Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0224.07 and 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. 17-1011.23) 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 202-9.4.. along with marked -up drawings and installation diagram of an aluslinum'singld hung..... window, prepared by Fenestration Testing Laboratory, Inc., Test Report �Trr.; • • FTL-7635, dated 12/09/14, signed and sealed by Marlin D. B'ri Es P.E. " " • • • • • (Submitted under NOA No. 14-0317.02) 0000 • • • • • • 2. Test reports on: 1) Air Infiltration Test, per FB C, TAS 202-94....' : • • • • • .. • .. 2) Uniform Static Air Pressure Test, Loadingpgr F.BC TAI.202-94 •.: •.' 3) Water Resistance Test, per FBC, TAS 202'-94" 0000 • • • • ; • 4) Forced Entry Test, per FBC 2411 3.2.1 anj*fX4 202-94 • along with installation diagram of a 106-1/2" wide x 76" higli EQ.O-Gujfd Series-1Q0 aluminum single hung window, prepared by Hurricane Engixi e><ing & Testing III`: Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by'C'andido 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 r�Exa .Product Contro' er NOA No. .OS Expiration Date: April 08, 2024 Approval Date: January 24, 2019 E - 1 N Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CON ESUED) 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 & Tegjgg 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, c %piXing wig XBC • Edition (2014), dated 03/27/15 and 06/23/15, prepared by v4-0;arooq 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 $#z s' t tl1'} 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.,Bfipson, P.E. (Submitted under NOA No. 14-0317.02) Manuef 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 SUBNHTTED F. STATEMENTS (CONTRWED) 3. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime 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, 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 SU13 IITTED • • •; • • • • • • 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. 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 12/21/17 and expiring on 04/08/19. Manuel Perez, Cer Product Control ExamNOA No. 18-122 Expiration Date: April 08, 2024 Approval Date: January 24, 2019 E-3 .CO --GUARD SER10100 AlUMINUM SM= MIG '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-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 50 3/16 AT 7' FROM ENDS VEI4T WIDTH OPTIONAL TO.. SWEEP.LATCHES EQUAL LITES TYP. TYPICAL ELEVATIONs TESTED UNITS 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-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVEWED BY BUILDING OFFICIAL. 53 , /6- WINDOW . WIDTH 47 3/B" D:L0.: (FIX. LITE) 6' MAX. 12- MAX. HEAD 3 HEAD CORNERS M A II I/ SWEEP LATCHES r FROM ENDS 3 4 i u ii TP. S Ir I 11 11 FALSE M,NTINS NO ANCHORS AT SILL FALSE MUNTINS� iSURFACE APPLIED) CSURFACE APPLIED) OPTITNAL 47 3/8`. OPTIONAL D.L.O. (VENT) I U.LU. (VLNI) _ SPRING LOADED LATCHES 50 3/16- VENT WIDTH -' UNEQUAL LfTES (ORIEL TYPE) 53 1/8' NO ANCHORS ATI 1. SILL 47 3/6" RooucT ,p �,saaP.S+ S05 qq • THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. ':' ENSF "TO '� S $ SHUTTERS ARE NOT REQUIRM. PRODUCT REVISED o • • • • • :n oL`n'.PIl^ns wiDi lx Fi•xS1a g:ii.ling C<ki _ 70$62 ' • • • • • • •• • 000 Acccp•..-c= to l Q! • i 3 = _ 3 d • • • • • • • • • • • E-q mn i_ I;ac _4q/np j2914 = - • • • • • • • • • • • • • • By �J •+4� TEOF•k/' drawing no. • • • • •• • • • • •• • •• Minml asAe ct Codnd 1DN.••_,r„\ ;°s�:••°�. •mad W09-08 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EQUAL LITES WINDOWS DESIGN SHAD CAPACITY - PSF FLANGE DAIS. CLASS TYPES 'A', V h V WIDTH HEIGHT OCT.(+) 1NT.(-) 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-i/8' 38-3/8' (4) 75.0 90,0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 80.o 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8' 24' 28-1/2' 32" 37' 40' 48" 53-1/8, SO-5/8' (8) 1 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 00.0 75.0 90.0 19-1/8' 24' 26-1/2' 32' 37' 40' ,W. 53-1/8' 63" (6) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 00.0 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.D 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 z EQUAL LITES 1a 'TREN'D. GLASS W nterloyer PVB W uroy Amerlco, inc.' 8' HEAT STREN'D. GLASS 18y z zSWCONE mDOW f N 899 a g to 16 1 ro m j. . I 8 21 13 AT 1/4'POINTS ON UTES, WIDER THAN 30' ONLY NOTE: GLASS TYPE *A' GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACM - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPES V k 'C' WIM HEIGHT EXT.(+) 1NL(-) EXT.(+) 1NL(-) 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 BOA MO � 90.0 75.0 90.0 750 40A 75.0 90.0 75.0 I 90.0 75.0 9D.0 MG 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8" 24' 26-1/2' 32' 37" 1. 48' 53-1/8' 1 I 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.D 90.0 - - 75.0 90.0 19-1 /8' 24' 26-1/2' 32' 1. q8' 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 80.0 90.0 - 75.0 80.0 6' HEAT STREN'D. GLASS By 'kuraray America, Inc.' r3/16" HEAT STREN'D. GLASS DOW 899 UNEQUAL UTES (ORIEL TYPE) TO QUAUFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 4414HI1`T T1 ef+2.ti"72' ' 1 8' HEAT STREND. GLASS / :sapY:'ilag rvl;5 rk!s FEavgAk R:r:: i'a3 L'TrsC i':a.�Jy 5/18' AIR SPACE tc.;a•:Pmm 1/8" HEAT STREN'D. GLASS .090' Interloy er r-Trositol PYB-:In.>?.. 'kummy I By America, Inc! 1/8' HEAT STREN'D. CUSS j SILICONE i DOW 899 21 > N • { 6 • I, I / 13 SETTING BLOCKS AT rC • LAM. CLASS AND INSUL LAM. GLASS •� _ NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS y, A 21 VT 1/4 POINTSON UTES 1/4 POIN15 P!;OSjU:'T R£/?5IDb OT" 36"oPNLY ••• •LL SIZES a� ne.lJv gl :IGh toe Flarda GLA96'lTYu-k :*6 • • • G S TYPE 'C' currmtce i4o all •L'Ii • b• • • • • • • • • • �'i:cutasraleDSEise�zol9 %� �. GLAZI;G PT1�NS • • • • • •BY ® •' �- • • • • • iwizeu Drdt ..tueL CarrRo{ ••• • • • • ••• • • • • • • • • • s • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .1A Z we r n P a ac� OA 0 0 of Z gcos +71 Q ZO �� o �WON� r, o -j _j N J 1 m (n fN W 1D 3 � P 0 ao , uw Z 3 m O No m uj W M 2 u c8 S>S drawing no. W09-08 1r 1BY TYPICAL ANCHORS TYPICAL ANCHORS 4 y SEE ELEV. FOR SPACING 7- WOOD BUCK. SEE ELEV. FOR SPACING 'd; a• •, . EDGE'dl5f. MIAMI-BADE COUNTY APPROVEDMETAL m MULLION & MULLION ANCHORS • o LUST.STRUCTURE SEE SEPARATE NOA EDGE DIST %(, \ Ci m j 0 �¢y pgc°�`R 0 8 0o TYPICAL ANCHORS TYP0. 0ICAL ANCHORS Q a 0 ti SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING Q d 0 GppQ sa3 j — Q WNL O WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. � MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. tj I. .I TYPICAL ANCHORS: SEE ELEV. FOR SPACINGOPTIONAL TO J j! i /4" DlAULTOM LATCH RACON BY 'ELCO' (FU.177 KSI, Fy-iSS KSO = i INTO 29Y WOOD BUCKS OR WOOD STRUCTURES `r' W 1-1/2" MIN. PENETRATION INTO WOOD (HEAR/JAMBS) 0 O 14 THRU 1BY BUCKS INTO CONC_ OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) W 4 14 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) p Z Q pa z DIRECTLY INTO CONCRETE OR BLOCKS Ll m 9 W i 18 i !j 21 1-1/2' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) c = w MIN. EMBED INTO BLOCKS (JAMBS) O a 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o W QD M INTO MIAMI-DADE COUNTY APPROVED MULLIONS I �! OR o INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE o i i ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) o i i 11 STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) B 1 I I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) p c �. i. TYPI A FQGF DIST'AN F +I S eL INTO CONCRETE AND MASONRY = 2-1/2" MIN. d� 1 71A INTO WOOD STRUCTURE = 1" MIN. j INTO METAL STRUCTURE = 3/4" MIN. 15 I 18 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. c d = a r O o g a 9 2 • • • • • • • • • • • • CONCRETE AT HEAD, SILL OR JAMBS fc a 3000 PSI MIN. C-90 0 mo g 14A • • • • • • • • HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS I'm - 20D0 PSI MIN. E c 2 • • • • • • ••• ••� •ei ••• :•• • { \LL1\1l lirrrr7rr J S Rt1Tdt)f'C 351Rawm� /Tip-j rr ea <•w%yri17�:�wif4 itis P1ue6Ch ` . ♦ � , 'RYA_ . ,.. S Crile /��7 A} 4LGENSF ° d x Nl if d ;p- N 70M — d • z • \ i • • aFLAN�T: • • • • f.� SE • ��«e roulo� Iz IR r`' • • • • • • • • • • ATE OF =•!y` drowin9 no. • ALL•I(SINTS AND :RAMyCONNECjIQN$ 9fJN.tD WITH �y Q 11+�ry •'- �!?! •'• � W�9-08 JOINT SEALER. • *diaui Dade induct CDMW `rri $ � •���� ^ rirr�0(V�L1T`t�� sheet 3of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • '!r v� U m 0 • O_ LL n 4 Q IL 0 W O�.p U p �o� to �� M4d6-WADE COUNTY O � m APPROVED MULLION aao<g SEE SEPARATE NOA TYPICAL ANCHORS HESEE ELEV. FOR SPACING O LL ILLQIo T O k 0 O _ _ {� n J J m v W W WINDOW WIDTH WINDOW WIDTH $ +f 1 mG i tM n O o > w m I ti Z�iijb Z TYPICAL ANCHORS SEE ELEV. FOR SPACING of U N w 1/4' MAX O VVIi WIDTH / 1/4" MAX. SHIMS f 4' MAX. SHIM —� WO1BY METAL WORD BUCKS SHIM STRUCTURE19 9 G C B 7 20 �R R 2 ,v,v � QE ANCHORS 1. 4 S 6 1 2' _ a., TYPICAL ANCHORS g FOR SPACING SEE p,Ey, u w 5 d FOR SPACING y cl 'Lik y� I ••• � ♦ "-'CON • a•�ri �%?laii-Is w oard�N SCREEN OPTIONAL-------- • • t . M�0 �T' • �i k1i 52 o tl • s a°� •. • G�'I 'E„j�+:::r.6=9`end•eeC `i a u . .. ,.�..�w 14 3 EXTERIOR � 8E� � ' * F'RQDUCT REVISED ~ c O.L OPG. _ 1 • • • • • • • • � �nm;j!ying wft Llw Fioddpdl WINDOW WIDTH • ♦ e • • • • • •Accerntx Tdo (7-La11.23 si : ii' b ---•-"--•—•--6 • • rp.Antian lime �p�R • • • • • • • w • a •p '�� STATEOF y�1 drawing no. • • • • w • • tSv$i- Dude ��i�i`S1 .'��,�A-- '���, s � W09-08 ��NAIT`A ��At shcet 4of 6 LVIT L 6063-T6 - 3 FY103 2 FRAME JAMB 6063-TB - 4 FY704 1 FDIID MTG. RAIL 6063-Tb - 5 FY705 i VENT TOP RAIL 6063-T6 - 6 FY714 1 VENT BOTTOM 1'l81[ / PiKf / 1.�QD. DE6CSIPTfON uA�IxBrAr. MANF./SOPPT]7Dt/8R1LdRRS 1 FYf01 1 FRAME HEAD 6063-T6 - 2 FYI TS 1 FRAME SI • •• •• • • • •• •• ••• • • • ••• • • ,L-L ALT. PACING TYPICAL ANCHORS r SEE ELEV. FOR SPACING -DARE COUNTY APPROVED ION & MUWON ANCHORS SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING MAX. MS TYPICAL ANCHORS SEE ELEV_ FOR SPACING a' J D 1 ALT.. �v Ul . Iw �o z C g IL III o� ro o pn�oo o ��a �zo o t°p8�l \ W al �C U J h 3 m g V) o S � M IliW xx m W LL S (n t t2 O oM it ❑ co Is Z u}y �y 10'00 c U LOW .W- �I a 'Q lIIII • •' � a0i1U€'T fEENEN� ' s e� regdj�aa wl:a 13l5'fa[5(f • , • • . . • • • • Rxi¢?ag etas o Y • • • w G.a x¢4a�+ll�k z4 f ••• ••• "` PFO.'RC.ii d ••• ••• • Y ••• +i0 � `\`\\\\lf1l��1j'/''' — INSTALLATION DETADS ME FLUSH FRAME ADAFTER �' �E � ' •. s � • • • • • • • • • • f-Im��t-rREvesm as ,rre'3✓�witb¢bcFimib _ • • • ` • �wi °a;°`: r'`�G19 1, • • • • ! • • • OF ,rv— drawing no. • • ! • • MiamiePmyx2 Caa�nnl ' i. t�ci,:'••• �.� Wo 9—Q� f • f • i • f • • 2.750.2 ,.2B1--i D.- wsz [tOI Z pm 1.688 7� .078 .062 I 14 ;o k y q Z 813 2.750 I jd tv Q 2.812 I 1.149 Q FRAME HEAD i� I I j a� o l --I 7,202-1 206,--I 0 Q h 2.874 0Ka< °o A Quad N Q FRAME JAMB 0 ��{afffiii y�61 ,062 2.188 �'` �j jam- 2 7.373 I"001 F�-.519 .394� I I1 .730 LLZp=� - 2 f 4 m .045 .603 -0� .805 .045 .803 I O 1.422 FIX. MEETING RAIL s �1 1 sa t.oa� ae -1 1.7 ( Lj O O O 1.340GLAZING BEADS N � ,.434--j N � v 1.250 .062 I m 1- W 2,063 74 (7!)- 1.067 Ob2 1 140 g N N � .821 Ej Oo� v�,I t_14o� O OS Z VENT TOP RAIL 70 VENT SIDE RAIL i m III'-2027 I / � `r_'�+ O 00 1.247 w W ado O 062 2.773 1.445 1-929 1.750 1.254 .078 a o .963 -i u t.t4o VENT CORNER DETAI 11L u Q VENT BOTTOM RAIL SPRING LOADED LATCH z 2.974 0 ` • • • • • • �e eam4ag with 44 Yh79Ai9 •a c • • • Qwidl�8 Cnc8e 1e„I�.t2p.05 S w • • ! ! � 4cee�,taan2Na u ! •• • !•• • E' r� Date z4- u • • • • • • • • \1µUurrrrrr 2.sBa FRAME CORNERS DETAIL .% .0627RODUCT REV19ED ••� • ! • • • • • • • • s+wmp4yl�•"2, w,`iitfSaMA _ o • • • • • • • Ruilving i.7 -• �i n .500 .769 • •.074 • • • • • • • • • A�Bt�c=?`tn i 011.13 j ,g_ L .so0 I 000 I1--2.750 2.611-�1 • • •• • •• p•.MATE ..O.P�•1�� ` doQ;g • W FRAME SILL ^ FLUSH FRAME ADAPTER ��7r>/ F-111 O j l"% sheet 6 of 6 ••• • • • • or • • • • • • • • • • • • • •• •! • • • •• •• ••• • • • ••• • • Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 55 NW 92 ST, Miami Shores, FL 33150 1131010170130 t a ors � Contacts 2015 3 I1-12 BORROWER Owner 2015 1 IH2 BORROWER L P Owner 901 MAIN ST 4700, DALLAS, TX 75202 1717 MAIN ST, DALLAS, TX 75201 2015 1 IH2 BORROWER L P Applicant MARQUET ELECTRICAL CORP Contractor 1717 MAIN ST, DALLAS, TX 75201 ERROL L BROWN 2980 SW 23 TER, PLANTATION, FL 33317 Business: 9545544360 Inspection Requests: Description: REPLACE 2" RIGID CONDUIT AND NEW WEATHER Valuation: $ 1,000.00 HEAD AND WIRE. 305-762-4949 a � Total Sq Feet: 0.00 Fees Amount CCF $0.60 DBPR Fee $2.25 DCA Fee $2.00 Education Surcharge $0.20 Permit Fee - Additions/Alterations $150.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $164.85 '3fL-rUZ4f- \NS A I tS ISSV Building Department Copy Payments Date Paid Amt Paid Total Fees $164.85 Check # 2857 11/16/2017 $50.00 Check # 97 02/06/2018 $114.85 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date May 30, 2019 Page 2 of 2