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WS-17-2967 Permit NO.,WS-12.47406 P a�°Rfs y Miami Shores Village Pt#ltt7it Type:V�(11dOIA/S/S}ilitt@t$ 10050 N.E.2nd Avenue NE 4 f n*ctasst><cation:111findow1D*or Replacem Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 toaior* issue Date: 1/1912018 Expiration: 07/18/2018 Project Address Parcel Number Applicant 40 NE 95 Street 1132060130480 Miami Shores, FL Block: Lot: AIMEE SANTOS Owner Information Address Phone Cell AIMEE SANTOS 45 NE 94 Street MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 6,800.00 HOME OWNER _... ....._ ��. ��... Total Sq Feet: 0 Type of Work:REPLACE 13 WINDOWS Available Inspections: No of Openings: 13 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building r Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.20 Invoice# WS-12-17-65937 DBPR Fee $3.45 DCA Fee $2.30 01/19/2018 Cash $210.95 $50.00 Education Surcharge $1.40 12/18/2017 Cash $50.00 $0.00 a Notary Fee $5.00 Permit Fee $230.00 Scanning Fee $9.00 Technology Fee $5.60 Total: $260.95 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 an ofing)Futhermore, I au ' th above-named contractor to do the work stated. January 19, 2018 f Authorized Signature:Owner / Applicant / Contractor / 'Agent Date Building Department Copy January 19, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305)785-2204 Fax: (305)756.8972 inspection Number: INS P-294100 Permit Number: WS-12-17-2967 Scheduled Inspection Date:January 24,2018 Permit Type: WirfdowstShutters inspector: Riveron,Alexis Inspection Type: Final Owner, SANToS,AIMEE Work Classification: Window/Door Replacement Job Address:40 NE 95 Street Miami Shores,FL Phone Number Parcel Number 1132060130480 Project: <NONE> Contractor:. HOME OWNER Building Department Comments REPLACE 13 WINDOWS 10—actio Passed comments INSPECTOR COMMENTS Fame k Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. r January 23,2018 For Inspections please call:(305)762.4949 Page 12 of 24 f, Miami Shores Village V00 . nQ,� Building Department v 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 rL��` Tel:(305)795-2204 Fax:(305)756-8972 LBY � INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 l�( BUILDING Master Permit No. y 1,1 S 0 - 29� PERMIT APPLICATION Sub Permit No. i •BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: �D /Y' %�c✓/ City: Miami Shores County: Miami Dade Zip• 3-3/38 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): /�ge �f��I�� j Phone#: �� Z��"�53/ Address: ,o> A • E ' '9S--5'7' -p JCity: /i9/�/� 5 tf 0�1PS State: � Zip:3 3 .13 O Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:_?y weld- Phone#: 95 Address: ad •E - 9S!1 City: /;9/n /� OState:- Zip: 33 �3 _ 4ualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: , Value of Work for this Permit: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New © Repair/Replace ❑ Demolition Description of Work: '4�f—e 4 o�4 t13 alG� � r Specify color of color thru tile: t Submittal Fee$ Permit Fee$ - 1• QZ) CCF$ y' CO/CC$ e I 11 Scanning Fee$cZ - Radon Fee$ 2• 50 DttBPLLR$ 3•°"f Notary$ co Technology Fee$Jc• �(� Training/Education Fee$ ( Tn' Double fFee$ Structural Reviews$ Bond$ 0 TOTAL FEE NOW DUE$ 210 •�� (Rev1sed02/24/2014) y r � Bonding Coompany's Name(if applicable) f J% U Y i_I ; t - 1• Bonding Company's Address r City- . f?-qitt State Zip ' Mortgage Lender's Name(if applicable) r Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS; FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD-A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.- IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." . Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,'a certified copy of the recorded notice of commencement must be posted at the'job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. f Signature + Signature OWNER or AGENT CONTRACTOR 4 is, r e The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this g day of 7DtEbA3F2. 20 (� ,by day of 20 by �I M EE S-At�I�S who is personally known to who is personally known to me or who has produced MZ(a(L LA,.0 or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: '" y � z Sign: \ b Sign: Print: SI N!>14F1 At I I rte- ' Print: i Seal: , k,rw.',,,r.�"*�v_,eY V'V L-W Y Seal: �} :°fir PO, Notary Public State of Florida { Sindia Alvarez i M Commission FF 156750 1( APPROVED BY Plans Examiner, y Zoning s. Structural Review Clerk (Revised02/24/2014) � J � 1 �`✓�0 Miami Shores Village s,,, Building Department y, 10050.N.E.2nd Avenue R�pp. Miami Shores, Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME:- r`G�e �,r9/!%O s DATE: ADDRESS: '� 9 7 S� c S!'f P/r �S �'�3 31-3 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.,103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;1 further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor,You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not We 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. nitial2. 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. r 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_A 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_ i 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 co un or municipal ordinance. Initial t I 'f � a r 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. r Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the ,. Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial..– 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 a Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial— 11. I am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial_ 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial—4s , Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the d 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 B ( � �� who was personally known to me or who has Produced there License or Aasidentification. roY°yep Notary Public State of Florida Sindia Alvarez AV6My Commission FF 156750 OWNER NOTARY '�oFct°° Expires 0 9/0 312 01 8 5�pOcRES Miami shores Village Building Department eggs n 10050 N.E.2nd Avenue , Miami Shores, Florida 33138 yrs 1N�°y� Tel: (305) 795.2204 lOR1VA Fax: (305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) ' r f 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). i Acknowledgement: z Qualifier/Owner Signature Date Print Name 0 r i O.Ck kAr ~' R Property Search Application - Miami-Dade County Page 1 of 1 -ERI"7Y -1 PP m' AI^ER OFFICE Ocm T" "E mROP I A [1i b Summary Report Generated On: 12/18/2017 Property Information , Folio: 11-3206-013-048041 v - , 40 NE 95 ST 1 Property Address: Miami Shores,FL 33138-2707 Owner AIMEE SANTOS yP wM�M'.,rw.6 µ3L 1� V 45 NE 94 ST Mailing Address MIAMI SHORES,FL 33138-2819 -# PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 115 ' ) Actual Area 3,066 Sq.Ft ) 6 Living Area 2,090 Sq.Ft '- aft_JL WWI Adjusted Area 2,468 Sq.Ft Taxable Value Information Lot Size 9,675 Sq.Ft 2017 2016 2015 Year Built 1950 County Assessment Information Exemption Value $0 $0 $0 Year 2017 2016 2015 Taxable Value 1 $414,410 $391,195 $355,632 Land Value $241,547 $241,547 $184,000 School Board Building Value $171,773 $171,773 $171,773 Exemption Value $0 $0 _ $0 XF Value $1,090 $1,090 $885 Taxable Value $414,410 $414,410 $356,658 __.._....___._. ......-...__..__._ Market Value $414,410 $414,410 $356,658 City Assessed Value $414,410 $391,195 $355,632 Exemption Value $0 $0 $0 Taxable Value $414,410 $391,195 $355,632 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $0 $0 $0 Non-Homestead Cap Assessment Reduction $23,215 $1,026 Taxable Value $414,410 $391,195 $355,632 Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City, Regional). Sales Information Previous Sale Price OR Book-Page Qualification Description Short Legal Description 07/01/2007 $440,000 25857-2066 Sales which are qualified MIAMI SHORES SEC 1 AMD PB 10-70 LOT 7&E1/2 OF LOT 8 BLK 4 LOT SIZE 75.000 X 129 COC 25857-2066 07 2007 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp I , Version: http://www.miamidade.gov/propertysearch/ 12/18/2017 I q ro W a n41 a t►, Zj�l ' 3 ® 5 ° sa�U�S j 1J fx39�k a'� 5E2/ts 200 poz sb,U'S Mk �► p °o O x O D 1 , I CJs -Sit Cc 2 o& qAA f I 9 a i 1 SG OHO OFAT ho '�� I}, y . XcrI, • . 2a To DO .. ... Ke - - • • L • • • SE/?�es 26>0 /$7- OZ $ OS °tis ••• . • • ••• • • • • . • w • • . . • R " 'liViS :[O�1A.00>.IMEF-fZlh�IGI INC. Kd = .85 AW • ••• ••• FLORIDA BUILDING CODE 2014,/" 2100 W 76 Street, Hialeah, Florida 33016 { Robert S. Moi-Nour, P . R # 1. 1955 / 0006024 ASCE 7-10*WIND,CODE DESIGN WIND:LOAbS IN:PSI:. Mlk4 l DA►DE 175 MPH tLL�"ti?VINDy 0NE, 0.Interior &'Exterior"Zones (4&5 -Walls) Positive Pressures Exposure C •;• •r 17'5•" mph Wind Zone CATEGORY#2 :I7f0tivo Wind Area (or, Td utary Area in'S uare Feet Height 10 30, 40 50 r. '' 60 (Maximum) '1.00 0.95 0.92 0.89 ,1'`` ° 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38:9y , ,38.3 37.8 25 '44.6 42.6 41.5 40.6 1 40.0 39.4 30 46.5 44.4 43.2 42:3 ,'�'J 41.7 '41.1 40 49.4 47.2 45.9 ,---N44,.,9, 44.2 43.6 50 51.8 1 49.4 48.11` 47-:1:, 46.4 45.7 60 1 53.7 51.2' 49.8 ` `' `48:8 .48.1 47.4 Interior Zone (4-Walls) Negative Pressures Exposure C For the . 175 /m h'Wind:Zone CATEGORY#2 Effective Wind,Area or;rTributa Area 'in S uare Feet Height 10 20 ,X30° 40 50 6.3 t (Maximum) -1.10 -,1'.'06 71'.02 -0.99 -0.98 -0.96 15 -43.8 -42.0' '' --40.9 ,. -40.2 -39.6 -39.1 20 -46.4 -44.4,,- , -43.3 -42.5 -41.9 -41.4 25 -48.4 / -„46.4 -45.2 -44.4 -43.8 -43,2 30 -50.5{`x. 448t4 -47.2 -46.3 -45.6 -45.1 . 40 -53.6- '-, : qA-51:4 -50.1 . 49.1 -48.4 -47.8 50 756:2 1-- ,` .-53.8 -52.5 -51.5 -50.7 , -50.1 ,. 60 58.2{ ) -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones-(5.1,-,Walls)Negative Pressures Exposure C., .For the 175 mph Wind Zone CATEGORY 2 `- ` Effective Wind Area or, TO utary Area in Square Feet Height, 10 20 30. 40 50 60 (Maximum),,, 1-:40 -1.29 -1.23 -1.19 -1.15 -1.13 1.5 -54.1 -50'.4 -48.3 -46.8 -45.6 -44.7. { .•20 •-57.2 -53.4,. . -51.1 -49.5 -48.3 47.3 . ' -59.8 -55.8 -53. -51.7 -50.4 -49.4 X30 -62.3 -58.1 -55.7 -53.9 -52.6 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 V1 50 -69.3 -64.7 -61.9 -60.0 -58.5 -5?t)� 60 -71.9 -67.0 -64.2 -62.2 -60.6 :-59.k . Length of End Zone (a): 10/o of least horizontal dimension or .4 h, whichever is sm but not less-than 4% of least horizontal dimension or 3 ft. (h = mean,roof height in fNOTE:AN 8°o REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT RO M IAM I•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 P(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econoniy Eco,Window Systems,LLC 9114 NW 106 Street • 0000.. 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 kY iiarlri Dade-Coumty REV": Product Control Section to be used in Miami-Dade County and other areas where Viewed by the Authority;••• Having Jurisdiction(AHJ). 00000: 000000 0.000 This NOA shall not be valid after the expiration date stated below. The Miami-DfUe.C$ynty Proayct Control*::• Section (In Miami-Dade County)and/or the AHJ(in areas other than Miami-Da* Cbt(hty)reserv@ the right••;• to have this product or material tested for quality assurance purposes. If this prodtwt or ri-Meirdt fails.to perform in the accepted manner, the manufacturer will incur the expense of such-testing and thg 4HJ may•• immediately revoke, modify, or suspend the use of such product or material within their jurisdictidn. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco-Guard 500" Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets I 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., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any.portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 13-0206.07 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P. E. NOA No. 15.0406.10 MIAMFDADECOUNTY Expiration Date: May 19,2021 Approval Date: July 02,2015 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 CaSenletit W4V- {L.M.I.)", •• sheets 1 through 6 of 6, dated 02/23/11, with revision E dated•06QVI S, pfiared by..:• Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.".::• ;.... . .... . ..... B. TESTS • ...... .. . ..... 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94••••• ••••• ••••;• 2)Uniform Static Air Pressure Test, Loading�UMC TAS*202-94 '. 3) Water Resistance Test,per FBC, TAS 202,94 .• ;••• ,••••, 4)Large Missile Impact Test per FBC,TAS 2W94 •••• •••: 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 •• 6) Forced Entry Test,per FBC 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, 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. a rez,P.E. Product qntro Examiner NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooc.CorPoratiat t, ied and ...... sealed by Javad Ahmad,P.E. •�,• ; •„ •• 2. Laboratory compliance letter for Test Reports No. HETI-10-3150•and : '..' ....:. HETI-10-3151, issued by Hurricane Engineering and Testing,friv odated 12'29/10, btu•••; •..• 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 Isco Window Systems,7•LV for their Series "Eco-Guard 500" Outswing Aluminum Casement 4indoW-—;L.M4 approved on 05/02/13 and expiring on 05/19/16. Manuel P,fte 4P.E. Product Contro Ex iner NOA No. 15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-2 i 1 37" V ECO—GUARD SERIES-500 ' wlNoow WIDTH o ALUMINUM OUTSWING CASEMENT WINDOW 35" APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE VENT WIDTH Z COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER N / J FALSE MUNTINS 29 3/8" N z WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING (SURFACE APPLIED) D.L. OPG. W QN a MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. MAY BE USED ^ LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 2 a o Q� w o 0 WILL APPLY TO ENTIRE SYSTEM. �y d • a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEO •t •••• • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY •" C> 00-01M ' HURRICANE ZONE (HVHZ). „ // d w I• ""�• WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFERI+ / ••• IL Q41'� •••••• LOADS TO THE STRUCTURE. a� : ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 3 • w + b N •••••• EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. / I I ••• Q ,u•^ ••••• / I� ••• Z Lo N• • • •••••• ANCHORING OR LOADING CONDITIONS NOT SHAWN IN THESE DETAILS ARE �-_--u----- q < .. NOT PART OF THIS APPROVAL. _ ,�-� o N : w 1.2 iu ••••:• A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. r` 3 •••• • iO 4- S M �! \X m • • • O F m _j0 to ,u • ••.••• ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. > MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT vCD COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE i I J REQUIREMENTS OF THE FLORIDA BUILDING CODE. eco - (n °° LO w W M THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 2 SHUTTERS ARE NOT REQUIRED. - [IT : >' w v In 00 6 POINT LOCK z to 12" cn O o n U) MAX. 7" MAX. LOCKING POINTS � � I MAXIMUM DESIGN LOAD RATING = + 70.0 PSF HEAD HEAD/SILL SEE CHART o _j to SILL CORNERS N0. OF Z (FOR SIZES SHOWN OR SMALLER) - 75.0 PSF WDW. HEIGHT KEEPERS 3: Z p TYPICAL ELEVATION uPro AT SASH o O o 26" 2 to U f w J UJ 38-3/8" 3 W 50-5/8" 4 1/8" TEMP. GLASS 63" 5 76" 6 3/8" AIR SPACE N 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS N LL w 090" Interlayer 090" Interlayer .090" Interlayer pRODUCT REVISED Lo o In o 0 es con�ptying = z N W C4 ax DuPont Butocite PVB DuPont Butocite PVB DuPont 8utacite PVB with theFlonda o W o a o 8y 'Kuraroy America, Inc.' 8Y 'Kuroro America, Inc.' By 'Kuraray America, Inc.' Bu+ldingCado �„� z ~ a Y `cepISM NO • © • Q L cC W W W A 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS irationDausO g'f'�D�'�» Yn a < a o a �d a a; SILICONE a SILICONE a SILICONE Ng pdpp�plhiCtCo0t[0 '•' DOW CORNING 899 w DOW CORNING 899 w-- m- NO Uj DOW CORNING 899 m m GLASS CAPACITIES ON THIS SHEET ARE9 yg i i. BASED ON ASTM E1300-09 (3 SEC. GUSTS) \ J , h �' 38 II AND FLORIDA BUILDING COMMISSION �_—��, �, 3A '� I `; 'I DECLARATORY STATEMENT DCA05-DEC-219 i II Ij O 20 d 20 i d i I I 20 Engr. JAVAD AHMAD N CIVIL I n 0 FLA. PE # 70592 0 O CA.N. 3538 r a 19 AT 1/4 POINTS w 21 ALL SIZES w °' o SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG drawing no. GLASS TYPE 'A' GLASS TYPE 'AA' TO CLEAR BLOCKS GLASS TYPE 'B' J 2 2015 W1 1 -05 GLAZING OPTIONS &I 1 1 sheet 1 of 6 EDGE DIST. TYPICAL ANCHORS U SEE ELEV. 1BY w FOR SPXOINGWOOD BUCK m o METAL r-- —------------ — I EDGE STRUCTURE Ij MLAMI—DADE COUNTY APPROVED iI EDGE 00 3 G " ° 4"° -� arA DIST. I I MULLION & MULLION ANCHORS I DIST. o Z 00 a ' d ' j I SEE SEPARATE NCA i 1 N O 0 F- Z a \ 3 0 — Z I EDGE I i m op N �I DIST_ I n off\ Q 0. I I I I O p 0 8 --- - -------------J� 0 w m Q x O •00K • + I 7 � � � � f I � � : � � •� 0000:• z •• sI« • 10 � •0• .(+� • 000000 00V 2 TYPICAL ANCHORS •• •� N (� '•;••e TYPICAL ANCHORS SEE ELEV. ••• • 3 • ••••• SEE ELEV. FOR SPACING ' m U!•�r•o 0 •••••• 5 FOR SPACING i •• •!L Z 0 • � 0000•• 1 0 � •`s•i a • • TYPICAL ANCHORS: SEE ELEV" FOR SPACING we i WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. „ J cn t MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM �4 DIA ULTRACON BY ELCO (Fu=177 KSI, fy=155 KSI) v J j' AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES c 000 0 --" 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) z0 ujI THRU 1BY BUCKS INTO CONC, OR MASONRY X 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) w ,� a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 00 O W a DIRECTLY INTO CONC. OR MASONRY 3 cD N r O C>~ �_ 3 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) = 0 -M I Z z o N i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Z_ LL_ 00 W a o CD 0 X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) i w INTO METAL STRUCTURES to C) J uJ i STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) rn L) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) r-- (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) X12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) U z 1 INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") o a m o 5 (NO SHIM SPACE) c = W N a ;I t 3 TYPICAL EDGE DISTANCE W < a o W a m � a a INTO CONCRETE AND MASONRY = 2-1/2" MIN. z 1BY INTO WOOD STRUCTURE = 1" MIN. 2 + t7 WOOD BUCK INTO METAL STRUCTURE = 3/4" MIN. r N 17 IA � WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. O 10 1 s ¢ CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. 1 _ = C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS fpm = 2000 PSi MIN. o < m o W + + :y to . + \ in L c � I I a 8 / — Engr: JAVAD AHMAD i11 n o 0 ° . e ° T CML I iv ° 4° ° d °• FLA. PE # 70592 0 _ ° r C./ 3538 e AvPICAL ANCHORS Buildin Cod drawing rawHing no. PRODUCEREVISED ° o v ow complying with the Florida c TYPICAL ANCHORS cfr AcceptmceN �aSEE ELEV. SFE FLEV. FOR SPACING SPACING Evirsdo Dau EDGE DIST. EDGE DIST. 1V �VtJ rY �O� 4iaml adc Product Con of sheet 2 of fi r 1 O W t/4" MAX. I 1 SHIMS 1/4" MAX. oD 1/4" MAX. SHIM1 BY SHIM Z r S O G Z W000 BUCK OC to • t�+� TIT 812 rQ &TYPICAL ANCHORS %213Y •• O ••C •• v. SEE ELEV. •• : O ••••:• TYPICAL ANCHORS ----------SCREEN OPT. ---------------- v FOR SPACING •• • • SEE ELEV. _ u ••••'• Go It ta FOR SPACING v •' Q �j g•• •• MO• • ..... � •••••• �•il • WN 1 p :••••: w • {� 2 •l�f • • • tog • (5 Mg .. 8 7 ? TYPICAL ANCHORS Q W 1 EXTERIOR SEE ELEV. v FOR SPACING METAL _ STRUCTURE D.L. OPG. _ U o VENT WIDTH v J WINDOW WIDTH 03 N 3 •o z � N W M u (n W x } W �00 cn_ c0 N 0 a MIAMI-DADE COUNTY j O APPROVED MULLION Zm SEE SEPARATE NOA z o TYPICAL ANCHORS < J SEE ELEV. FOR SPACING � Lj O p J r - i f---1 1 I I ii I t I I I I + o 4A m II II + V a 4 + L---Jayi Z, o Z a o x a o z N' '•` WINDOW WIDTH WINDOW WIDTH t�nU2 � Engr: JAVAD AHMADo �n I CML I N FLA. PE # 70592 oN _ jCN,) 38 PRODUCT REVIS®as complying with the Fta�WO IBnildingMta e N r�06� ice/Acceptt�nceNo V drawing no. iratioB,' 3 zOli W1 1 -05 Hiam" ade Pro uct Con rol sheet 3 of 6 O w EDGE DIST. --------- EDGE DIST. METAL ------------------i� o TYPICAL ANCHORS STRUCTURE I I MIAMI-DADE COUNTY APPROVED i a ° Ep ELEV. FOR SPACING I jIIIL�I-M-ULLIO-N & MULLION ANCHOR-S Z I SEE SEPARATE NOA X tCO •Q•�(mNpp Z EDGE DIST. W •. O o(lf • • • f9 W 0:0 Lu ILL 15 z • j••• •15 t • d 0000 • Lka \ C ALT. •• Q QQ :• •••S 60: 060WRO I FA ••• y� •• • iPn ...... TYPICAL ANCHORS TYPICAL ANCHORS • ' Z U) • • • SEE ELEV. SEE ELEV. J t7 INn Q J FOR SPACING FOR SPACING Q WFW- � U a J _1 0 I OD OD 3 u Ln W M N V) qL Q r W U (n X co U Ut- Z p� cn O L = 0_ � m 1/4" MAX. OC Z a0 SHIMS ALT. _ Z Ln t5 o OQM Ln U w TYPICAL ANCHORS N W SEE ELEV. FOR SPACING '• q 4 a P W mW Utj O m K Q = y d O q U fn En N 71 !!f O F 1 1/4" Oz ~ co ~ TYPICAL ANCHORS p x S ~ SEE ELEV. FOR SPACING uj QO U f x w d I z IL z PRODUCT REVISED '10 W a as complying wide the Florida Building Codc ../��D`+�v Acmptence No / v OB piratton.Datc 2021. o a N n N T 0 0 0 0 0 ALT. v1l de Pr uct On rolBY c a m U o W x INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER En Engr. JAVAQ MAQ FLA. PE # 70592 0 _ _ CA . 3536 a o > _ Browing no. ' W1 1 -05 EDGE DIST. -- (sheet 4 of 6 i 2.750 ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS w 1 E501 4 FRAME HEAD/SILL/JAMB 6063-T6 o .500 2 E502 4 VENT -6063-T6 - 3 FY108 AS REOD. GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 Z h 3 1.330 3A E505 AS REOD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 tip z 3{} .062 38 FY109 AS REOD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 E' w :••� 4 E508 - AS REOD. SNUBBER - VENT, FULL LENGTH 6063-T6 - - • O • 078 2.821 4A E509 AS REOD. SNUBBER - FRAME, FULL LENGTH 6063-T6 - - Q w • 0 ••• •• • • �j • 5 E506 OPTIONAL SCREEN FRAME 6063-T5 1.893 - - - •� � p � i••••i 7 #10 X 1-1/4AS REOD. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS _ • • • • 8 E203 AS REOD. BULB WEATHERSTRIPPING, DUROMETER 65 SANTOPRENE ULTRAFAS • {0} j it- • ••••• 9 E203 AS REOD. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAB " • Q ` •""• • 10 35.12.00.400 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH (2) #10 X 5/8" SDS •' a IY IL 4 '� ""'• O vq FRAME HEAD/SILL/JAMB 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH _ � a$ Is I •• 12 • 6/ VENT KEEPER STEEL .O• •••••• 13 - 1/ VENT ROTO OPERATOR ZAMAK/STL. TRUTH `~ 4 2.354 --- -•-- --.. (� W In•„t•0 I• • • 44 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - N r • —1.330-1 — "rt m Q 15 FY120 AS REOD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL - a 1 2.688 16 - 3 ANTI SAG SKATE NYLON M&M PLASTICS 4' 17 #10 X 1-1/ 2/ SKATE FH SOS SKATE SCREWS .062 r, 18 #8 X 3/4' AS REOD. FH SMS SNUBBER SCREWS - IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4" O.C. (3 o 2,094 372 .500 An 769 19 - 2/ LITE SETTING BLOCK, 3/16" X 3/4" X 4- LONGEPOM DUROMETER 80-+5 SHORE A -i C) 062 2.813I� 20 FLB-50 - GLASS SPACER - 1/8' HIGH SILICONE FRANK LOWE to .8961-2.6111—moi 21 - - INSUL- GLASS EDGE SPACER ST. STEEL CARDINAL XL (n co 719 .590 15 SEALANT: Lu z Ld a FLUSH FRAME ADAPTER N ALL JOINTS AND FRAME CONNECTIONS SEALED WITH w SCHNEE-MOREHEAD SM5504 SEAM SEALER. 00w 1.582 —1.750 PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. z V) 3 :5 to r7 N O2 VENT 4s3 O C3 LOCKS: o Z LL- CO 1.750 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' 3 .519 AT FRAME JAMB a Z o LLOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL CD o O d o w U �— FASTENED TO JAMBS WITH (2) #10 X 5/8° SMS. .n Ld rn m � .803 045 493 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. LEACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS tn t-047 t4 CORNER KEY STAINLESS STEEL KEEPERS #31964.92 AT VENT W w m W O GLAZING BEAD {5/16" LAM. GLASS) EACH FASTENED WITH (2) #10 X:5/8- P FH SMS o N m t o SEE CHART ON SHEET 1 FOR QUANTITIES " �' In o 0 2 F Ld N K 245 mw grow .130 HINGES• ` n- ` ¢ U m a U � ¢ �- .780 120 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' PRODUCE RBVISED ° i 1303 —� w�0 s with the fla;da 045 �— LOCATED AT TOP AND BOTTOM CORNERS ym8 Building Cods FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS A ildpl nceNo 5"�-Q •-+�+� I�1.256 �) irau Dau �ZOZ 1 ri L1.1721 Q N M N OPERATOR: By $ 3A GLAZING BEAD (INSUL. LAM. GLASS) 4A SNUBBER - FRAME SINGLE ARM ROTO OPERATOR #52.13.012 8Y 'TRUTH' `•'1i ' adc roduct 0 trol 0 ¢ m U O W LOCATED AT SILL END FASTENED WITH (6) #10 X 1" P PH SMS 394 .245 OPERATOR TRACK #30175 AT BOTTOM RAIL Engr: JAVAD AHMAD n t o FASTENED WITH (2) #10 X 1" P PH SMSIVIL FM PE 70592 0 "1 x `�- CA.N. 538 0 n 803 .050 780 - '120 ANTI—SAG SKATES: v° VINYL ANTI-SAG SKATES BY 'M&M PLASTICS' 1.047 L .720 (2) Al- LOCK STILE AT 6-3/4" FROM TOP/BOTLOM RAILS / drawing no. (1) AT BOTTOM RAIL AT 4" FROM LOCK STILELl W1 1 -05 38 GLAZING BEAD (7/16" IAM. GLASS) 0 SNUBBER - VENT EACH FASTENED WITH (2) #10 X 1-1f4" P FH SDS. BU .3 2015 sheet 5 of 6 r 1 O w N O I Zpz ti % _ � z wW • N Q �y � 006.•0 14 �.• M. O •• • A a .0..•. ••• � � .�0. • 00..0• 14 / j ••• C c�•• 0000• 7 ••• 0. 3•� '• •., . • W ,.g .. z u.• . 0N w . W �i h 7 C f J / I f to CO M I N z � � / H M E w V) ITJ � �Co z (n 3 � O ropm N } Z ,Ij o C) U �J � U r bw _j m � c VENT CORNER FRAME CORNER W W W #Af � L � 0 0 N U r Y r 0 C z z c z N U U :ZD Q U U Q) O O O O z z M z z Q N N M N O O O Q Engr.JAVAD AHMAD r� o CML N FLA. PE # 70592 0 _ PRODUCT REVISED CAN. 38 � as complying with the Florida s Building Code 4b-o+ v° a .- u Acceptance No / irationDate /�02�. ` drowing no. ByA JU 2015 W1 1 -05 Mi anu Product Co sheet 6 of CI M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMIMSTRATION DIVISION T(786)3t5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade. ov/econom Eco Window Systems,LLC • 0000.. 9114 NW 106 Street Medley,FL 33178 •• • SCOPE: •••�•• • This NOA is being issued under the applicable rules and regulations governingsue use of constructtM O 9. materials. The documentation submitted has been reviewed and accepted by 1vl w ri bade:ouuii"y RER ... Product Control Section to be used in Miami Dade County and other areas whete vt1wed byt'lv,�kuthorit9••• 00 .. •. 0 000000 Having Jurisdiction(AHJ). • This NOA shall not be valid after the expiration date stated below.The Miami-Dgde qunty Prod>:ct Control 6 6• Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) u�Sef%vthe right • to have this product or material tested for quality assurance purposes. If this pradult or material fails 18 perform in the accepted manner, the manufacturer will incur the expense of such testing and 4&XHJ may immediately revoke, modify, or suspend the use of such product.or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W09-12,titled"Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15,prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the.product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and .followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0317.01 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. NOA No. 15-0728.05 MIAMMADE COUNTY Expiration Date: May 27,2019 Approval Date: September 03,2015 YB1144115 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. ;..�;• (Submitted under NOA#09-0312.08) ••• 2. Drawing No W09-12, titled"Eco-Guard Series-200 Alum. 114Z..gollir waw. ••;;• (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09,with revision$dated 07/.15/15, •• prepared by Al-Farooq Corporation, signed and sealed by JaOd'Abmad;j1X:. • .... . ..... ...... .. . ..... B. TESTS • .. .. .. . ...... 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading pex•�BC,TAS 202-94 • 2) Large Missile Impact Test per FBC, TAS 201-94 :...% 3) Cyclic Wind Pressure Loading per FBC, fM!V3-94.. ;••••; 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94.: along with marked—up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NDA#14-0317.01) 2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4)Forced Entry Test, per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering &Testing, Inc.,Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candida 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) Ma u u ekVZre ,P.E. Product Cont of Ex finer NOA No. -0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E- 1 Eco Window Svstems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading pet••$BC TAS 202-94*... • 3) Water Resistance Test, per FBC, TAS 202;14• •• •••�; 4)Forced Entry Test, per FBC 2411 3.2.1, TASV.Q2-94 . along with marked-up drawings and installation diagram of��'�alu iIAu.�. •• horizontal sliding window,prepared by Hurricane Engineering•&•Testint, Inc., Test':••. Report No.HETI-08-2228A, dated 01/15/09, signed and seajgd&Candido. Fonl:;;;• P.E. ...... (Submitted under NOA#09-0312.08) •••••• 6. Test reports on: 1)Large Missile Impact Test per FBC, TASO-'201 �•• �.... 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 •.: along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-08-2228B,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering &Testing,Inc.,Test Report No. HETI-08-2229,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering &Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering &Testing,Inc.,Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) Manuel P ez,P.E. Product Control xa iner NOA No.15- 728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with-FBC 5th Edition (2014), dated 07/08/15,prepared by Al-Farooq Corlloratlan, signed and ••••;• sealed by Javad Ahmad, P.E. •• •• •• •�;• 2. Glazing complies with ASTM E1300-09 000:0. 0000. 0000 0000.. D. QUALITY ASSURANCE "" ' ""' 000000 •0 0 0000. 1. Miami-Dade Department of Regulatory and Economic Resol4eQ4(RERj.•••• •••• 0000.. E. MATERIAL CERTIFICATIONS • ' 0000.. see*:* 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray An-j%A6,In:for their •••• "Butacite©PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16.•. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, July 8, 2015, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 143-0317.01, issued to Eco Window Systems, LLC for their Series "Eco-Guard 200" Aluminum Horizontal Rolling Window—L.M.I.", approved on 04/10/14 and expiring on 05/27/14. Manuel a z,P.E. Product Contr 1 aminer NOA No. 15-0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 72" 111" V 0 WINDOW WIDTH WINDOW WIDTH (2) ANCHORS AT MDG. STILE ENDS L (4) ANCHORS READ. FOR SIZES AND LOADS N MARKED WITH ' ' ON SHEET 2 ONLY 1 10 5/8' MAX. 4" O 3 1/2' MAX. 4" �' 3 1/2' MAX. 3 ro HEAD/SILL 3" m W Q o~► HEAD/SILL q 3" HEAD/SILL A CORNERS — Z¢ CORNERS 3 _ iA o CORNERS 3 ;� o �"' 1 I I t t 11 I 1 \ • • g 0 0 0 0 0 0 I I I I I I I I •••• • • �I I� it li it II II II • • 3D•• • C I I 1 I I I I I •••••• Cf • �iA ••i••� = 4 II II D D I� /. �I /. •••••• O � >i ••••• II 'I /. I' 4 o e 'I %� I' II /� 1' �� M O iD 4 o ao a 'I // I I 4 I I // t' // •.•••• dl 0 a •• w I I I i x \ \ I _ I l _ I • • • • 0 -=-11=G�1 ===11-/�1C== M M s n O 1 11�== --_fl 11�== / � -a� • • Ya g ••••• Ir 'rel Ir '��I 3 _j - � Q qEiv 0 O ryj_ p II 11 Z > a, EX Br ' II II •Q• II II III 11QZ •••• • Weil I I I I I I I I e B 3 3 J r -1 1 N. CD a°0o FALSE MUNTINS 31 1/4* 32 3/4' FALSE MUNTINS 32 3/4" 32 3/4" & W M (SURFACE APPLIED) (SURFACE APPLIED) MAY BE USED D.L. OPG. D.L. OPG. MAY BE USED D.L. OPG. D.L. OPG. Z N 35 3/8" 36 7/8" ECO—GUARD SERIES--200 N 0�03 VENT WIDTH VENT WIDTH ALUMINUM HORIZONTAL ROLLING WINDOW 'r TYPICAL ELEVATIONS to M N DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER g O 0') u CHARTS SHOWN ON SHEETS 2. Z .L` 2 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 3:: z In SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER O 't EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING o U Y�w MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. E3 w a'g LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 1/8" HEAT STREN'D. GLASS WILL APPLY TO ENTIRE SYSTEM. 5/16" AIR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEuj t v v 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'0. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY Wa W m HURRICANE ZONE (HVHZ). N O p a 090" Interlayer 090" Interlayer 090" Interlayer N z Butocite PVB Sent las Butocite PVB WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER g W a c o 0 ' 0 o o g By `Kuroroy Americo, Inc.' BY 'Kuraroy America, Inc.' By 'Kuraroy America, Inc.' LOADS TO THE STRUCTURE. c W W ANCHORS SHALL BE AS LISTED SPACED AS SHOWN ON DETAILS, ANCHORS u"i 0 o 5 '" o 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. °� z 0. SILICONE SILICONE CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE a: DOW CORNING 899 DOW CORNING 899 EDGE SPACER NOT PART OF THIS APPROVAL. m GE SCS 2000 GE SCS 2000 ST. STEEL aFn q A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ]co SILICONE ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE.DOW 899l 'i O a m v o m co 22 it tO 22 ii 1O o 22 ii ii MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT I i !. I; COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE rn rn °i �i i ° i REQUIREMENTS OF THE FLORIDA BUILDING CODE. I i iii : II 4 r _ 23 1 ii 23 1 ii li 23 r I Engr. JAVMLAHMAD PLLODUCTREVIISED N 1 FLA. PE 70 2 as complying with Lha Floridra C.A.N. 53� Building Code -7 Acceplance No 10 10 0 29 EN !ration bate Jq o 8 v w 29 AT 1/4 POINTS ON LITES 29 AT 1/4 POINTS ON LITES AT 1/4 POINTS SETTING BLOCKS AT By WIDER THAN 36" ONLY WIDER THAN 36" ONLY 29 LAM. GLASS AND INSUL. LAM. GLASS Miatn'Dade Product(orllr drawing no. ALL SIZES NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' Z015 W09-12 GLAZING OPTIONS sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY -- PSF (XOX SIZES) V w N W/0 REINF. WITH REINF. W/O REINF. WITH REINF. 19/0 REINF. WITH REINF. � GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE o WINDOW DIMS. A 'A' 'B' 'C' WINDOW DIMS. A 'A' '8' 'C' WINDOW DIMS. A A' 'B' C. Z J WIDTH HEIGHT £XT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT,(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 0 N Q 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 26" 26"9 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 F I -- Q �. • � 37" 26" 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4 (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1 j4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 • o •••••• 53-1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 11 i" 12 70.0 80.0 80.0 90.0 70.0 80.0' �• Q �• IL 74" 1 8 70.0 80.0 80.0 90.0 70-0 80.0 1 74" 38-3/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 38-3/8" 9 70.0 80.0 80.0 90.0 70.0 80,010 0:0 •• ..•.;• 26-1/2" 4 70.0 1 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1 j4" ( 80.012 - - 80.0 90.0 70.0 80.0• •• C • • 37" 38-3/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 ill" 12 70.0 1 80.0 80.0 90.0 70.0 80.0 ill" 12 - - 80.0 90.0 70.0 80.q•••• 0 �' ~• • • 53-1/8" (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 150-5/8- O►t7w M O 50-5/8" 9 70.0 80.0 80.0 90.0 70-0 8040900 .a.o •.;..• 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (5) 12 70.0 80.0 80.0 s0.0- 70.0 80.0 {s) Q 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 63" e • 9 70.0 70.0 80.0 90.0 70.0 80.Q• ;• a„ � Q � •� 37" 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70-0 70.0 80.0 90.0 70.0 80.0 (6) 0 a W�. 53-1/8" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" 66" 12 _70.0 70.0 80.0 82.6* 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80. 0• 2i N .2 9 • • ( ) J Qx rti �••••� 74" 8 70.0 80.0 80.0 90.0 _70.0 80.0 111" 12 70.0 70.0 80.0 80.4* 70.0 80.0 84" 24' 9 70.0 80.0 80.0 90.0 70.0 80.0010 QZ•� 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 37" 63 4 68.9 77.5 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 6 o 74" 8 70.0 70.0 80.0 80.4 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 84" 36' 9 70.0 80.0 80.0 90.0 70.0 80.0 3 J 'n I 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 Ln 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" - - 80.0 90.0 70.0 80.0 z 4g" 24" 6 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 o W M 60" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70-0 80.0 80.0 90.0 70.0 80.0 84" �5) 9 70.0 70.0 80.0 90.0 70.0 80.0 ri N 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" 12 70.0 70.0 80.0 90.0 70.0 80.00 of 00 = w 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 80.0_ 80.0 90.0 70.0 80.0 72" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 to r 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (6) o 48" ��) 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 1z 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. of ANCHORS PER HEAD & SILL ILn M uNi 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB � Z U. Co 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 84" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 N 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.0* 70.0 80.0 0 Z jj ri o 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 108' 12 70.0 70.0 80.0 87.6* 70.0 80.0 1 U LLI _j C] 48" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL W W a1 ~ 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB (1/4w) (1/2W) (1/4W) 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 * MAX. LOAD FOR THESE SIZES IS -90.0 PSF 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS 36" 4 _ 70.0 80.0 80.0 90.0 70.0 80.0 yy _ � W W 4 48" (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 0 o 60" 6 70.0 70.0 80.0 90.0 70.0 80.0 (1/3W) (1/3W) (1/3W) N g 0 * - O < a o 72" 8 70.0 70.0 80.0 87.6 70.0 80.0 3 B o 0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH v o < � ,n A = NO. OF ANCHORS PER HEAD & SILL N O N 0 IL ( ) = NO. OF ANCHORS PER JAMB w z 'XOX' * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS °' N N � O G - OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE. .2 o �V 1:� �'j r N r GLASS CAPACITIES ON THIS SHEET ARE •; s s BASED ON ASTM E1300-09 (3 SEC. GUSTS) °8' c 'XOX' AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ., p ' En r: JACMLAH t e rRODuc•r REVISED � FLA PE 70592 as complying with the Florida n _ C.A.M. 3538 Btkiding Code Acceptance No 2 p �' LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE EX iratlonUate FT 0 S FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL 2 2Q any 'XO OR OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF Mia i adcProductCori drawing no. SEE SHEET 3 FOR DETAIL. W09-12 _- Sheet 2 0 TYPICAL ANCHORS SEE ELEV. w 1 BY FOR SPACING EDG DIST. N WOOD BUCK METAL F I STRUCTURE MIAMI-DADE COUNTY APPROVED m o d 4 e v 'd v e EDG& DIST: EDGE DIST. o Z h d a' a MULLION & MULLION ANCHORS e a d a .� c 4 . ° a SEE SEPARATE NOA I $ 0 f `4 z EDGE DIST. CL m o H Wit 2 I O 17 " � ...:• 00 0 LL *000*0 .... G b• 'e. 0000. 19 l9 \ rn \ N 0000• 0 Z M•• 0000• Ga M $ 66:096 1 . 9 .. .. O 0 g ...... TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS ••••• to 0 — SEE ELEV. SEE ELEV. ' • • , —, SEE ELEV. • Q W3 J •....• FOR SPACING FOR SPACING w• FOR SPACING � • � Z• � � WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM — AND TRANSFER THEM TO THE BUILDING STRUCTURE. J J llil Co 00 ' WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING g Ul W1 = 3j8" X 2-1/4" WEEPHOLES AT EACH END 1/4" DIA. UtTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) (Y- W �I AND 37" O.C. MAX. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o >- W x O +; li ,I i 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) V1 00 $ a w SEALANT: 4 to x THRU 1 BY BUCKS INTO CONC. OR MASONRY cD N J n Q1 W ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 0 J to W ` 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) _Z LL. W DIRECTLY INTO CONC. OR MASONRY �' Z o 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) U. O Q 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W a,: ,I I it I II X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) y INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") I I i INTO METAL STRUCTURES „ STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) N o 9 ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) c N W < N III i� i 14 15 16 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ° N Z o I i t O L Z o a 0 0 TYPICAL EDGE DISTANCE co 0 a a INTO CONCRETE AND MASONRY = 2-1/2" MIN. v Z n � a 2 N INTO WOOD STRUCTURE = 1" MIN. l g w¢ W `" INTO METAL STRUCTURE = 3/4" MIN. 110", ,o� NUj i,, 0A WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. a0 0N v° N Es o � CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. a m o W '^+� C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS t m = 2000 PSI MIN. 26 I I Q, Engr: JAVAD AHMAD v B o a o CML PRODUCT'REVISED ° as a d e FLA. PE # 70592 as complying with the Florida o _ CA.N. 3538 building Code T a Acccplauce 1110 O p a v v> ,` 2�,f Ex iralio i Date va N v o d \ $ I TYPICAL ANCHORS 4 I o TYPICAL ANCHORS py A SEE ELEV. SEE ELEV. drawing no. v° Wl I FOR SPACING WOOD BUCK I FOR SPACING Nlisun ade Product Con 9 W09-12 EDGE DIST. EDGE DIST. sheet 3 of 1/4" MAX. V O U N 1/4" MAX. SHIMS SHIM t 1, J a 5 WOOD BUCKS Z r 7 C H TYPICAL ANCHORS P W n TYPICAL ANCHORS 17 °. SEE ELEV. Q g N a SEE ELEV. o. FOR SPACING �• •" 2 FOR SPACING - __ -- -- 25 • 0 •••0 0 _-- - _____ • • O W V 0000•• • __-- - 23 _ 0000• �• • LLego0000•• • 17 20 1 1/4" 0000 u U7. N • i•••0: •0.0• �Wi •• 0000• • • O•••• O �� . ..... 0 -----SCREEN OPT. ------- � a� M g • w 20 27- - - - - - •• •• 0 f% • •00•:0 Ir I 6w i00i0 �' a(.O N 0• 17 4 STEEL REINFORCING 11 12 v • 0 LL Ube)* •� 0••0.0 Q tab •w• METAL AS REOD. a • • •••0•• STRUCTURE SEE SHEET 2 FOR CAPACITY ? •• Q • • WINDOW WIDTH • XO LAYOUT A U 0 LO 1/4" MAX. o J I VENT WIDTH VENT WIDTHSHIM5 3 In Co 1/4* MAX. 2 Eli ao SHIM O D.L. OPG. O D.L. OPG. 1 C WOO OD BUCKS W M 2 8 7 (n �J YTYPICAL ANCHORS = W m 17159 4) - °'° SEE ELEV. m V) a 00 0 F1 /2" - ___ _ --- 25 - _ o. 0FOR SPACING (/1 =3 It --_- g Q on uNi O J N O 00 —�� Z LL Co ap 17 20 --- 1 11f4* 0 3 Z }- 0 / - -SCREEN OP . --- -- �n chi 0 0 20 J ---SCREEN OPT _.._. _. 27 - - I v, w W W rn� c ui 6 17 _ w 4 11 12 D.L. OPG. STEEL REINFORCING o N AS READ. EXTERIOR SEE SHEET 2 FOR CAPACITY a Lu t5 WINDOW WIDTH o WW m U In y I Q TYPICAL ANCHORS XOX LAYOUT o 8 W o N SEE ELEV. m � Sra FOR SPACING v am 7 Nr o w � Zi o 7d g a MIAMI-DADE COUNTY it Z 7 " APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING N n O v o M N Vi •U) V N r� ' o O O O O Ca m U O W O _ - -- - Engr: JAVA[) AHMAD < 1 o PRODUCT REVISED Cy CML FLA. PE # 70592 as Complying with the Ftodde o _ C.A.N. 3538 Building Code _..- -._.._.._ ._ ACLeptanCC ldO d. T r • D _ -- - - - -- - ----SCREEN OPT. Expiration Date jq v° Miatn' ade Product-Coa drawing no. WINDOW WIDTH WINDOW WIDTH W09-12 sheet 4 of 7 V0 U Ld EDGE DIST. METAL cc" STRUCTURE TYPICAL ANCHORS EDGE MIAMI—DADE COUNTY APPROVED a� SEE ELEV. DIST. MULLION & MULLION ANCHORS ti 3 z i FOR SPACING SEE SEPARATE NOA m I o A D \ I D - EDGE W N a D I DIST. Qr N a. e. t. O W [O[// U • Ki �� 28 = 28 ,� 28 •••�• i �•� ••••i• i`/.�/1 ...•• a� a M O :...•: ALT. •••. v M • • • a• si TYPICAL ANCHORS TYPICAL ANCHORSLL Q w �� to • SEE ELEV. SEE ELEV. ••••• Z tris O • FOR SPACING FOR SPACING : •• In a Qsi :•••:: J °0' 3 J tn o to 3 co CID v 00 z 3 to W 0 it }z W Gal, N � U4 D �r7 1' Z � � 1/4" Max. � SHIMS ALT. o z a 2e 0 TYPICAL ANCHORS " U �t,..l SEE ELEV. W W m:Y- FOR SPACING e a d 1:5 tzi t5 4 1 1/4" m in m Ln L o "Iir- F � w w -3 w o Cl 0 0 TYPICAL ANCHORS w SEE ELEV. FOR SPACING p n a '• v I � w w N U U U ¢ o o 0a z z z D 0 o cv n a En c 0) 0 ¢ m ALT. M 28 = o INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVCA�LAHMAo PRODUCT REVISED N A FLA. PE 70592 as complying with the Florida N z _ C.A. 3538 Building Code � Acceptance Infos a :; D � v Ex nation Dale o u 1: � o o p 4 v t tr Mian>i drawing no. 9^. A J 0 2015 W09- 12 EDGE DIST. sheet 5 of 7 1 067 ITEM PART i QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �U 2.750 - 1 FY201 1 FRAME HEAD 6063-T6 3/16- 1 2 fY202 1 FRAME SILL 6063-T6 - o .500 .715- 3 _ FY203 1 SILL TRACK INSERT 6063-T6 - Z j 1.434 4 FY205 AS READ. MOV. FRAME JAMB 6063-T6 - Nzz 1 .06f � N � ® 5 FY10i AS READ. FIXED FRAME JAMB 6063-T6 - Q 2 N a 062 1.718 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - �: O o O J •M V 3.249 � 1.140 12 11 7 FY105 I/ VENT VENT INTERLOCK 6063-T6 = a +��•••••� 8 FY206 1/ VENT JAMB STILE 6063-T6 : • 0 ••••;• LL O VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/ VENT TOP AND 80TTOM RAIL 6063-T6 - 0 •• • • .813 10 FY108 AS READ. GLAZING BEAD (LAM_ GLASS) 6063-T6 - _ •�. V p d • • 2.095 .519 130 10A FY110 AS READ. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 0004, � ao :• ••a 1.250 11 AS READ. REINFORCING BAR STEEL - ••• • ••••• 1.1401.610- �- °�psf�s •pies• .719 .045 803 .045 .803 12 - AS REQD. REINFORCING BAR STEEL - •;• ar Ifs} p j O1 FRAME HEAD -I 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-T6 USE AS REQD. 00 W4 z N=C •• �:• 2.246 ( t 047 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON • 0 Ee a •••e 0• 1.140 a'll 1'047 15 FY209 2/ VENT ROLLER BRASS - • g•w • .062 Q 2 F. :ease: 1.140 1.610 1 p GLAZING BEADS 0�p 16 FY210 2/ VENT ROLLER PIN ST. STEEL - •s • • .219 �� • 17 #8 X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 1.344 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS (� o .813 19 W23181 AS REQD. FIN SEAL W'STRIPPING - ULTRAFAB LO 0 cz JAMB STILE 20 0300TI90 AS REQD. BULB SEAL Q-LON SCHLEGEL OD 1.058 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 9 Co 2.063 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 W 3.876 1.250 23 FLS-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE r .078 2.501 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. g >_ w L 0' 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 1.1401.340 26 WA2L 2/ WDW. WEEP VALVE - PREFERRED ENG. PRODUCTS M N 062 27 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL S 0 O . I 500 L1.344 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL Z IJi w 29 - 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A a 7i z} ,n 1�-- 2.750 O �laal r�i Q MEETING RAILU w O2 FRAME SILL W Wrnm � .250 1.314 � I�3 1.422 1.202 0 0 M 0 v 340 _ .312 .062 c N W Z N .062 m o a 0 0 1.375 �3 SILL TRACK " O FIXED MTG. RAIL .500 1.187 �{ 750 c n w n 0 0 0 0 0 .062- -.062 062 062 m = o 2.750 2.812 2.812 2.750 Engr: JAVAD AHMAD PRODUCT e e o Lfff 2.688 CML a9 complying with She Flotilla i iv a FIA. PE # 78 Building t bN o _ .062 C N. 3538 Acceptance No�5r0 8 Q�=� F5. m12n Date f0 g V 500 769 t-874. (� 1 .969 - lBYiv;icu i Dadc Product Contr dra�- I 667 ,.686 2 6111W1 O MOV. FRAME JAMB 0 FIXED FRAME JAMB z8 FLUSH FRAME ADAPTER sheet 6 of 7 Vo U 17 17 4ft N I m 0 Z / O Z J li O 0 0 Ir . 000004 00 •.... 0 •.:•• o �`�. •.i..• •..•• Q W yw 0 .• • • J 2 • • Q Iy tSG 1- •i...• J J FRAME TOP CORNER w Z v & g u� W VENT TOP/BOTTOM CORNERS o w .. } W I W oo 17 0 r7 rn N 0 610 V7 O LO Z � w LO � Z� u^i <\\✓/ J _i w W 0)M �n /Jq T = j W W Y//,/v {/1 N LKl V1 N SOO Y) Ln 0 0 H H H zz QQ 7d' a 4J O O O O r3 z z 2 r1 H00300" 10" Y • Q) 0 Q m O Q W m _ 0 Engr. JAVAD AHMAD PRODUCT REVISED N tl o CIVILa9 complying with the Florida iv a FRAME BOTTOM CORNER FLA. E # 70592 Building Code o 3:CA. . 3538 Acceptance No X5'0 26.Q5 j� I✓x iWt,Falian teWiN Y. 1- W a u 18 BY a 245 adspco4xt drawing no. W09-12 FIXED MTG. RAIL RAIL CORN R sheet 7 of 7 MIAMI-RADE 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) wmv.miamidade.sov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 •• • SCOPE: : ••. •••••• This NOA is being issued under the applicable rules and regulations governir1&Jtq use of CQuAructian..:. materials. The documentation submitted has been reviewed and accepted by MiaA.-Dade County RER Product Control Section to be used in Miami-Dade County and other areas where ailowed by-ft4pthority, • Having Jurisdiction(AHJ). *00000 ""' This NOA shall not be valid after the expiration date stated below.The Miami-Dadd CoVaty Pdcfuc1Controt:::• Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade tou>}ty)resetyp the right to have-this product or material-tested-for quality assurance-purposes. If-this-p¢ddt;t;or-material-fails-tor..:• perform in the accepted manner, the manufacturer will incur the expense of such testing and IWARJ m* ... immediately revoke, modify, or suspend the use of such product or material within their jurisdtetioil RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Produce Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 100"Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W09.08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets I through 6 of 6, dated 02/12/09, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherNvise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.14-0317.02 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 Manuel Perez,P.E. NOA No. 15.0406.12 MIAMI•DADE COUNT'Y �12�1 Expiration Date; April 08,2019 4 Approval Date: July 02,2015 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 09-0224.07 and previous NOA No.14-0317.02) 2. Drawing No. W09.08,titled"Eco-Guard Series.100 Alum. S.H. Wdw. sheets 1 through 6 of 6, dated 02/12/09,with revision E dated b&%l 5,pr@pared by• •.'• Al-Farooq Corporation, signed and sealed by Javad Ahmad, PX..... •••• •••• • B. TESTS "•• • .... . ..... 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FAC,TAS 202.94 ..:..' 2) Large Missile Impact Test per FBC,TAS 291094• •• •• ••••;• 3) Cyclic Wind Pressure Loading per FBC, TA5•203-94 •• 4)Forced Entry Test,per FBC 2411.3.2.1, and;TA$*202-j4••'• .• . along with marked-up drawings and installation diagram of an Uvlhihum gide ung • window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson,P.E. (Submitted tinder NOA No. 14-0317.02) 2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 106-1/2" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.0 7) 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) 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) Ma"el ez,P.E. Product Co ro xaminer NOA No. 15-0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 53-94"wide x 76-1/4" high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineerinj&TeB i#i4lnc. ••••• Test Report No.HETI-08.2170, dated 12/15/09, signed and se;lgd 4y CagdidQ F. .' Font, P.E. (Submitted unde&AWANo.:00 -024.07j••.• C. CALCULATIONS •••• ' 1. Anchor verification calculations and structural analysis, con'oVing with FBC 5t • Edition (2014), dated 03/27/15 and 06/23/15, prepared by AkFooq mCotparation#-.* signed and sealed by Javad Ahmad,P.E. •••••• C • 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. 2. Laboratory compliance letters for Test Report No. FTL-7635, issued by Fenestration Testing Laboratory,Inc., dated 12/09/14, signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 14.0317.02) 3. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon, P.E., Product Control Section Supervisor. (Submitted under previous NOA No. -14-03-17.02) 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. 09-0224.0 7) G. OTHERS 1. Notice of Acceptance No. 14.0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 04/10/14 and expiring on 04/08/19. Manuel P.E. Product Contr Ex iner NOA No. 1 -0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-2 o W 53 1/8" 53 1/8" W WINDOW WIDTH WINDOW WIDTH I 47 3/8" 47 3/8" Z % D.L.O. (FIX. LITE) D.L.O. (FIX. LITE) z 6" MAX. 12" MAX. N 6" MAX. 12" MAX. rn CLN M HEAD A HEAD m w HEADA HEAD m Q CORNERS 3 'M CORNERS 3 a ZE. d :•.• U �•••�• 0 w II �i ••• • M• • • II IIO Q �••••� lal I I I I I I I I I • d. e'g • • I ,fi, II D II !I �•• �' 0 ••••• X I if II SWEEP LATCHES '•' t • t0 _ •••••• =1t--- -�--- AT 12-1/2" FW- 'i �, jl .. �tr • II yf, II FROM ENDS -� II JI + •.• a w y� • M O D II li II 4 Z J q I B II II TYP. x it �I� li ; •� Q I+ 3 II Iz M .moi ____ {___= rf==== X • J Z t�•1 :••••: En u! C� c� N II II ----II ¢ N • la W g l- •••••• Ld II W LO p II II II •• • ••• • • II II II = iv a _ _jr ¢ c0 c0 p I II I N i I _ =---t1---- I- z li ii ii z_ - $ II J o z = F fl II II tin 3 3 J I li j �I I II a OD 11 M 00 I I I I vi bi v o I! C 1Ln 2 Lnw 3 I I I l m Z �� I� 3 I I N r� >- L �¢ II �00 - - > I, o r I N N FALSE MUNTINS NO ANCHORS AT SILL FALSE MUNTINS NO ANCHORS AT SILL of or7 I (SURFACE APPLIED)-/ (SURFACE APPLIED) N Z 4738" 4738' OPTIONAL OPTIONAL / Z} m D.L.O. (VENT) D.L.O. (VENT) Q W o SPRING LOADED LATCHES D Q J 50 3/16" AT 7" FROM ENDS 50 3/16" I 0 VENT WIDTH OPTIONAL TO VENT WIDTH o U w _UJ j ECO--GUARD SERIES-100 SWEEP LATCHES w w °' EQUAL LITES nP UNEQUAL LiTES (ORIEL TYPE) ALUMINUM SINGLE HUNG WINDOW 0 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATIONS CHARTS SHOWN ON SHEETS 2. TESTED UNITS en i� a I 0 o aU APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE c b f2 z b " N til U Nix COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER ° o g g o WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING a 0 W MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. o o a LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL a 3 a WILL APPLY TO ENTIRE SYSTEM. !/1 M N d �1 N THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE °� V REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITYy a of N n HURRICANE ZONE (HVHZ). 0 0 0 0 0 T 0 Q m U A W WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER c--- LOADS TO THE STRUCTURE. rn `0 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORSo -1 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Engr JAVAD AHMAD N v SHUTTERS ARE NOT REQUIRED. CML i N FLA. PE i 7(592 � ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE ?)I* 38 0 NOT PART OF THIS APPROVAL. PRODUCT REVISED A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY_ os complying with the Fluddv h Building C+odc A�� OfALL SHIMS TO BE NIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE_ AcccptaLceNo i X7. u `2 `3 20 5 drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT Fr irnlion Date j COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE Tt?. W09-08 REQUIREMENTS OF THE FLORIDA BUILDING CODE. Iviieut Dade Product Coatto sheet j of 6 EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS {�� w WIDTH WIDTH DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF o GLASS TYPES GLASS TYPE GLASS TYPES 01 FLANGE DIMS. 'A', 'B' & 'C' FLANGE DIMS. 'A' 'B' & 'C' Z 3 WIDTH HEIGHT EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 01- cep Z 19-1/8" 75.0 90.0 j f 9-i/8" 75.0 90.0 75.0 90.0 �" 2 cn4 '/ 24" 75.0 90.0 75.0 90.0 24" 75.0 90.0 0 26-1/2' 75.0 90.0 / / % w 26-1 2' 75-0 90.0 75.0 90.0 M ^I • V 326 26" 75.0 90.0 32" 50-5/8" 75.0 90.0 75.0 90.0 Q �' ::000 , •••••• • 37' (3) 75.0 90.0 - 37" (5) 75.0 90.0 75.0 90.0 000 O ; � •• 40' 75.0 90.0 w 40" 75.0 90.0 75.0 90.0 d = ••i V • •• 9•••• _ •0• • D r1• •9069• it 48' 75.0 90.0 48" 75.0 90.0 75.0 90.0 � *00 �O� • • IL Ix 53-1/8" 75.0 90.0 _75.0 90.0 90 LL • •• •.0 53-1/8" 75.0 90.0S ••• 19-1/8" 75.0 90.0 19-1/8" 75.0_ 90.0 75.6 90.0 Q \ i • • •� N Na 0 0 00*0 6,••• 24' 75.0 90.0 24' w0 z w '• a yt 3 u,6N • 75.0 90.0 75.0 90.0 z ~z •• • •�+ ir 0g • ,. • 26-1/2' 75.0 90.0 / ;••0 .•LL Z G • 26-1 2' 75.0 90.0 75.0 90.0 = _ •,6••• 32' 38-3/8" 75.0 90.0 32' 63" 75.0 90.0 75.0 90.0 O • •j 0 ��•, 37' (4) 75-0 90.0 6 75.0 90.0 75.0 90.0 Z ' • 0 712 •••••0 37' { ) w •• • •0• • 40" 75.0 90.0 40" 75.0 90.0 75.0 90.0 Q 48" _ 75-0 90.0 EQUAL LITES 48' - - 75.0 90.0 o UNEQUAL LITES (ORIEL TYPE) Z � N 53-1/8' 75.0 90.0 _ 53-1/8" - - 75.0 90.0 J N 19-1/8' 75.0 90.0 19-1/8" 75.0 90.0_ 75.0 90.0 N J I inw 24' 75.0 90.0 24' 75.0 90.0 75.0 90.0 H V1 m 26-1/2' 75.0 90.0^ m 26-1/2' 75.0 90.0 75.0 90.0 w _ o vi rq 32' 50-5/8" 75.0 90.0 Q 32" 76" 75.0 - 90.0 75_0 90.0 d H �- 37" (5) 75.0 90.0 w 37" (7) - - 75.0 90.0 z ¢ V) W tQ 40' 75.0 90.0 a 40" - - 75.0 90.0o N 00 r 48' 75.0 1 90.0 N 48' - - 75.0 90.0 z o (n T 53-1/8" 75.0 1 90.0 0 53-1/8- - - 75.0 90.0 +� w O r7 ,N 19-1/8" 75.0 90-0 Z w -i 90.0 Q TO QUALIFY FOR SMALL MISSILE IMPACT RATING V) Z 24" 75.03 2s-t/2' 75.o so.o 00 EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. j � z M 32" 63" 75.0 90.0 - z J 37' (6) 75.0 90.0w W M UJ 1/8" HEAT STREN'D. GLASS 40" 75.0 90.0 48' 75.0 90.0 a 5/16" AIR SPACE PRODUCTRBViSBD Z as complying with the Florida w 53-1/B" 75.0 90.0 1/8" HEAT STREN'D. GLASS Building Code O��� !!l����'�f rJ g 19-1/8" 75.a 90.0 N 1/8" HEAT STREN'0. GLASS 3/16" HEAT STREN'D. GLASS Y7! .i.,e,+ Aoceptattce No /Y v a W 24" 75.0 g0.0 = .090' Interlayer .090" Interlayer .090" Interloyer itetion.Date _ DuPont Butacite PV8 DuPont Butacite PVB DuPont Butocite PVB ti w o a o 26-1/2' 75.0 90.0 z By 'Kuraray Americo, Inc.' By 'Kuroroy America, Inc-' By 'Kuroroy America, Inc.' By C X w i o " vii c Product n o ' ;' N ww 32' 76" 75.0 90.0 a- 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 1/8" HEAT STREN'D- GLASS o S g z L ZaQ! W w 37" (7) 75.0 90.0 Z a C3 0 40' 75.0 90.0 - a a a (0z a 48' - 75.0 90.0 SILICONE SILICONE Uj z SILICONE M DOW 899 m DOW 899 z m DOW 899 53-1/8" 75.0 90.0 + U g N V d C4 n_ a vi In to 16 h ip g 16 II I io g 16 I ' 21 0 '° o r° N \ c� i 6 �I I I 13 j o 0 0 0 0 I' I II li +I II SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS o 8 21 21 88 21 Engr: JAVAD AHMAD w Y CIVIL AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES AT 1/4 POINTS C.ANA. . i 7. 388 0 ; 13 WIDER THAN 36" ONLY 13 WIDER THAN 36" ONLY 24 13 ALL SIZESLl T6, N GLASS TYPE 'AGLASS TYPE 'B' GLASS TYPE 'C' y NOTE: GLASS CAPACITIES ON THIS SHEET ARE GLAZING OPTIONSdrowing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) X109_08 AND FLORIDA BUILDING COMMISSION - DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 6 TYPICAL ANCHORS O I = TYPICAL ANCHORS •sA••.RRn,��• wSEE ELEV. FOR SPACING WOOD BUCK SEE ELEV. FOR SPACING o -04 aD s • \I . EDGE'01ST. METAL MIAMI–DADE COUNTY APPROVED D ° ° MULLION & MULLION ANCHORS $e a EDGE 01ST. STRUCTURE SEE SEPARATE NOA EDGE DIST Z\ 0 J DGE DISTm 0 o0a cli • Q aI ••. ......••.• .. —1 •EO .. O J 0004 QO 004 t •• •y o •►r ••••• S M TYPICAL ANCHORS TYPICAL ANCHORS : • A 000 'a a Q ••• :• SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING • O o r;a :0000:••• • o (M(��g J it i Q W a-L F O WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. m U oN MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM v J o) AND TRANSFER THEM TO THE BUILDING STRUCTURE, J ', i h — .co n 00 OPTIONAL TO N BOTTOM LATCH TYPICAL ANCHORS: SEE ELEV. FOR SPACING W M 1Z4" DIA, ULTRACON BY 'ELCO (Fu=177 KSI, Fy=155 KSI) m (j Ci x a 14 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o f j of 00 O D 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) o U) wa 5 I (0 M N i4 THRU 18Y BUCKS INTO CONC. OR MASONRY w0 o' ) in O F 4 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) v Z i o m 3 W i 18 21 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) m z i ito DIRECTLY INTO CONC. OR MASONRY O d o I 1-1/2" MIN. EMBED INTO CONCRETE (HEAD) Uj v W rn I 1-1/4" MiN. EMBED INTO CONC. OR MASONRY (JAMBS) w I = X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) W 0 w INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") O ►– w o m F Z INTO METAL STRUCTURES z = 4 0 ; 11 > STEEL : 1/8" GA. MIN. (Fy = 36 KSI MIN.) N 0o 0 cy in w 1 ;i ALUMINUM 1/8" THK. MIN. (6063—T5 MIN.) °w o g o w ,i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) z o i0. ' 6 i i affi TYPICAL EDGE DISTANCE w o < `� a z � m � � I 11A INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. 15 1 18 INTO METAL STRUCTURE = 3/4" MIN. O Io 2 I 14A WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. > N 0 0 0 0 0 2 a CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. a m v a W C-90 HOLLOW/FILLED NORMAL. WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN. PRODUCT REVISED m b m complying with the Florida En9r: JAVAo AHMAb N t Buil-' g Code O4 6 CML N n b .a Accnce Ido v FLA- PE 70592 0 4d e 4 A- x E Date (�29 C.A.N. 3538 r ...:a c a dd o e n o.. a. M{ OLiuct C0 — B SEALANT. J a� drowing no. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH W09-08 JOINT SEALER, sheet 3 of 6 ITEM I PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 0 1 - FY101 1 FRAME HEAD - 6063-T6 - o 2 FY115 1 FRAME. SILL 6063-T6 - O) 00 0 3 FY103 2 FRAME JAMB 6063-T6 - z ►` : 0 �. °' 4 FY104 1 FIXED MTG. RAIL 6063-T6 - Z Q _ • 5 FY105 t VENT TOP RAIL 60&3-T6 - • 0604 a •• O •• 6 FYI 14 t VENT BOTTOM RAIL 6063-T6 - OV •� -- - ••. A W • ...... 7 FY107 2 VENT SIDE RAIL -~ 6063-T6 - 8 FY108 AS ROD. GLAZING BEAD (5/16" IAM. GLASS) 6063-T6 - a •••"• •tf1•• 8A FY109 AS ROD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - •• • •• •• 8B FY110 AS ROD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - p ui ' ""• MIAMI-DADE COUNTY g FY116 2/VENT SASH STOP 6063-T5 - d q d ��•��• APPROVED MULLION / ,0 p , SEE SEPARATE NOA TYPICAL ANCHORS • °� ►�a • SEE ELEV. FOR SPACING 11 FY113 2/VENT SPRING LOADED LATCH, AT 7" FROM ENDS 6063-T6 - • OpJ3 ,,,•„ 11A - 1/ LATCH LATCH SPRING - ST. STEEL - 14 W u. j �•„•� 12 SL203P 2/VENT SWEEP LATCH, AT 12-1/2” FROM ENDS ZAMAK SULLIVAN & ASSOC, •• J g.� • 12A #8 X 5/8" 2/ LATCH LATCH INST. SCREWS ST. STEEL FH SMS + T 13 - AS REQD. SETTING BLOCK EPDM DUROMETER 80±5 SHORE A __- - - - - - _ _-_- 14 #8 X 1" AS REQD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 14A #8 X 3/8" 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS U o — J J up1i 15 E207 AS REQD. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB v J 1 __ -_ 16 -E203 AS REQD. GLAZING BEAD BULB _ SANTOPRENE ULTRAFAS —_ 3 co W23181 AS REQD. FIN SEAL W'STRIPPING - ULTRAFAB 19 FY117 4/ VENT SASH GUIDE CELCON M&M PLASTICS vi W 0 19A #6 X 3/8" 1/ GUIDE SASH GUIDE INST. SCREW �- CRS OH SMS TYPE 8 � } w WINDOW WIDTH WINDOW WIDTH 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY BSI o In �00 20A #8 X 5/8" 1/ BALANCE BALANCE INST. SCREW — P FH SMS o I 3,: cfl r7 N 21 — AS REQD_ GLASS SPACER SILICONE FRANK LOWE w U C)�`� w 22 - 1 5/16" BOX SCREEN - OPTIONAL cin ZLL- Ln 23 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL o Z} �n TYPICAL ANCHORS 24 - - fNSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL J M SEE ELEV. FOR SPACING 0 U �w w W cy) O1/4" MAX. 1/4" MAX. VENT WIDTH SHIMS 1BY 1/4" MAX. SHIM WOOD BUCKS SHIM METAL z - 19 STRUCTURE w LZ � g 18 7 20 ,n cn o ma jr 20 v.r TYPICAL ANCHORS o S o _ SEE ELEV. 17 cl TYPICAL ANCHORS z� `� o 1 /2- + _ — _—__ _ _ — __ _ _ ____ _____ __ _ ° FOR SPACING SEE ELEV. y U � ti a a - - — __—_— = FOR SPACING o� o z a Zi Y a= z � u m � a 00 N o 1 V03 U 2" CONC. o Uj SCREEN OPTIONAL--------- 1%4" cli3 8 MASONRY 9 > a o 0 0 0 0 laJ Yff L c a m U o w o C7 W ." W 14 EXTERIOR $ ° Engr. JAVAD AHMAD of o 3 v q CIVILj iv FIA. PE # 70592 a D.L. OPG. C.A.N. 3W8 a WINDOW WIDTH as Building log wllh'the-340 6.A 8uilding Codd��yJ S AmtanceNo drawing no. ExitasinnDalc 19 415 WO9-08 By / Miami do Proiiuct Co Ito sheet 4 of 6 TYPICAL ANCHORS U ` EDGE DIST. SEE ELEV. FOR SPACING 0 TYPICAL ANCHORS METAL MIAMI—DADE COUNTY APPROVED rn SEE ELEV. FOR SPACING STRUCTURE MULLION & MULLION ANCHORS Z 0 ° EDGE 01ST. SEE SEPARATE NOA O / n� }} z r. Z ° A EDGE DIST. w i••• n° • • d •• O .. o I //�� J • • •••• •V w • •W U ••••�• U. .//00 0:00 jF' •�•• 0 A ) •••• •V 0 � • •si•.• �� • • Om • ALT. •• • O 4 a'j•g •••:•• •.•• •O � TYPICAL ANCHORS • : °� .ap• ....:. SEE ELEV. FOR SPACING ; • w 3 •a •• •LL Z N• •M . • JMa d W �z LU lu ::i U 0 J m J to I o � 3 N m _ 2 N to W _.•M t LLJ x �- w o V °0 C) r rn I rn V) O OV DLJ r N co 1/4" MAX. � Z a0 SHIMS ALT. a Z 00 O J M TYPICAL ANCHORS o U rn SEE ELEV. FOR SPACING U W m Wj a. � w d ' = � = Ill x eC C. IA R U1 N v~i 1 1 4" %' ci _ n s it O o MASONRY w In w o w a w Z V Q V 4 W W Q chi 4 W o a o a 0 z z m z . 4 - a ' W�2 :�2ALT. N INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr. JAVAD AHMAD N e s CML I iv FLA. PE # 70592 0 � C.A.N. 3538 o Al PItODUCT REVISED y v' as emptying with the Florida c -j v` IC Building Cade A ' v v A"cptwicc No J.�. / r E iratlon Date DBY �.� r 1d�5 drawing no. W09-08 he product Ca �� sheet 5 of 6 U o U 2.750 p-1.281 00 I 00 c o .062 I�7IJ� t q o� 0 Z °�° : o 0 1.688 Iso 078 .062 I 14 z 2.750 F �•••• • Q CL N II 0000•• 2.812 1.140 ••� o W i �• U ••••i• O FRAME HEAD I /-� •.•• Oi• • • -1.202-12.061--�{ ••• V �• � +•�••� 0000 p,.•K• •0000 pr 0 00.090 2.874 / / ••'• O E Q rr •• •0•. O FRAME JAMB 4 • • o � �c + 0000•• it 062 2.188 I 1 0 W 4§uj<^ :0000: 0• Q w t#:, • • 1.375 � 1 �-�{-.519 .394-�{ �{ .130 I lL Z to r ` I M wqR M Q J 045 .803 .050 .803 .045 .803 -� 1.422 FIX. MEETING RAIL O� 1.047 J rn Ln 1.340 GLAZING BEADS J 3 1 co 1.434� z � � 1,250 vi W M.062 m II-- 2.063 14 V) L 1.067q.621 062 1.140 ¢ of 00 C >i lr rn M N 0 C)Kl C 1,140 0 V) Z ��. co O VENT TOP RAIL O VENT SIDE RAILZ Leo } i o 2.027 o U �w 1,247 w W rn �w-- 0 % a 062 2.773 1.254 1.445 w o W w 1.929 1.750 .078 N En V1 i; in gnu L.963 h v a 1.140VENT CORNER DETAIL as z2 5 n Z � � Z Us VENT BOTTOM RAIL t 1 SPRING LOADED LATCH in 2.974 I c 0 1 tO o m N 0 0 0 0 0 Ic2�ll7 4 C a m u o w .062 0 3.002 Engr: JAVAD AHMAD cv o 2.688 FRAME CORNERS DETAIL CML FLA-PE # 78592 0 C.A.N. 38 .062 PRODUCT REVISED a a as complying will'die Florida -� $ 500 769 Building Code �5+ + .8747- Acct tonne ldo .500 p ' Date ZO rl 1015 drawing no. 2.61 1 �- .2.750--- 2.750 By ;I W09-08 Product FRAME SILL 23 FLUSH FRAME ADAPTER Vsheet 6 of 6