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WS-16-402 Permit k6. WS-2-1Q � Miami Shores VillageX PeTttf T :WiildhUif 10050 N.E.2nd Avenue NE un am a ClBSS# Cs'3 itJ0 Miami Shores,FL 33138-0000 �� r�iwkEepli€ rll1 y e P.OVED, Phone: (305)795-2204 Iate:2t /209;6 Expiration: 27/201 Project Address Parcel Number Applicant 1035 NE 99 Street 1132050190490 Miami Shores, FL 33138-2638 Block: Lot: WILLIAM AND NICOLE GEARIN Owner Information Address Phone Cell WILLIAM AND NICOLE GEARIN 1035 NE 99 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone HOME OWNER Valuation: $ 10,500.00 _._ ._... _.. _._ Total Sq Feet: 0 Type of Work:REPLACE 18 WINDOWS AND 1 DOOR IMPAC Available Inspections: No of Openings:19 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:8 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.60 DBPR Fee Invoice# WS-2-16-58680 $4.35 02/12/2016 Credit Card $50.00 $295.30 DCA Fee $4.35 Education Surcharge $2.20 02/29/2016 Cash $295.30 $0.00 Notary Fee $5.00 Permit Fee $290.00 Scanning Fee $24.00 Technology Fee $8.80 Total: $345.30 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 at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zopinge F t e ore,I authorize the above-named contractor to do the work stated. February 29, 2016 Authoriz d Sig ature:Owner / Applicant / Contractor / Agent Date Building Department Copy February 29,2016 1 Miami Shores Village FEB 1 v 201 Building Department S 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 v Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 S*A FBC 20 )'-A BUILDING Master Permit No. W s l L-1 OL PERMIT APPLICATION Sub Permit No. *46. ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1635 1`��a G,1G�E / I ' :Sjr'�'C4 City: Miami Shores County: Miami Dade Zip: 33)3 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: q Construction Type: / Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): y"��)(Q m r U ea f'k n Phone#: 310 Address: 1-635 NE 79 M� Sfr� City:_ Pq(Ci V4( S�t�se S State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: bW 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:$ )6 1Srid Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alterationwindow's ' El New J ❑nRepair/Replace El Demolition Description of Work: R-ze6 Co- 1� W i ndow S q'-1 J Specify color of color thru tile: Submittal Fee$ Permit Fee$ Q 0 CCF$ (O CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ 41 Notary$ Technology Fee$ P Training/Education Fee$ .��® Double Fee$ Structural Reviews$ 779Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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. Signature G� ��` Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this I Z day of �� 20 by day of 20 by V.1►�LI4^'l �ofz.C�r-1"� ,who is personally known to who is personally known to me or who has produced - 1 as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: PrintPrint: Seal: y Seal: /.�/l� APPROVED BY � / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 4' ,Sts 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: i'A)I �e Lf I vA DATE: Z 12- 15 ADDRESS: 0 SjfkR,' 'M(a VAl Skat5 eL 3313 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 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. A Initial W AG 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 yV A6 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. Q Initial V"A 6 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the constructioan.A 0 Initial Y` l4G 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 ►'"�� 01 ' 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 `.�A G 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—WAG- 9. nitialWAG9. 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. �n,r Initial VV 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.html Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: JU;S /NC IMlAml 54,y&s VL -,313 F Initial 'VtG 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. `�/� cr 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 j 2 day of , 20 G' By-' DoiVff_c� who was personally known to me or who has SIV IL.U - t-A �j a N Produced there License or as identification. s TD OTA OWNER Ni+rY, ' j,f„ JOB NAME/ADDRESS: GEARIN RESIDENCE 1035 NE 99TH ST MIAMI SHORES, FL 33138 DESIGN CRITERIA FLORIDA BUILDING CODE 2014 / �� A R WIND CODE. ASCE 7-10 / Il,;, \� ,I • • , MEAN HEIGHT-ROOF 1 t / IG • 5.00 - �-� � ;UC#c itect EXPOSURE: C A2=002BUILDING RISK CATEGORY II stlxan s onesellsouth.net CONSTANT: 0.00256 (GCPI)' 0.18 ' WIND VELOCITY(V): 175 (Kd): 0.85 EXPOSURE ADJUSTMENT(Kz): 0.849 (Kzt)• FLAT ROOF: N/A � '''' r Q= 0.00256(Kz)(Kzt)(Kd)(V)A2 W= Q (GCP+or- GCPI) P= 0.6 W .......... (ASD) I r P= W ............... (LRFDJ { CALCULATIONS PROCEDURE EXAMPLE, USING MARK( A) W(+)= ..............56.58 p.s.f. (0.9662434+ 0.18 )= +64.85 p.s.f. ..........P(+)= 0.6 (+64.85 p.s.f. _ +38.91 p.s.f. W(-)= ..............56.58 ps.f. (-1.0662434- 0.18 )= -70.51 p.s.f. ...........P(-)= 0.6(-70.51 p.s.f. -42.31 p.s.f. WINDLOAD PRESSURE TABLE FOR WINDOWS TOTALSq.R.- 350.39 ;•• •• •; ...... . .. ...... TRIB. POS.PRESSURE NEG.PRESSURE ••• •• Gcp :Gcp • MARK DESCRIPTION WIDTH HEIGHT AREA P.S.F. P.S.F. ZONE N.O�►� • + • �. .� A HORIZ-ROLLER IMP. 71.000 63.000 15.53 38.91 -42.31 INT (4) 14:b-m. O.9-66 -14)662434 1 B HORIZ-ROLLER IMP. 68.000 63.000 14.88 39.02 -42.42 INT (4) I5VYt8.Vf 0.9K9 2219 -1."952219 B* HORIZ-ROLLER IMP. 68.000 63.000 14.88 39.02 -51.57 END (5) 15tI'/28.b5 0.999572193 -1.WMA.W7 .07 C HORIZ-ROLLER IMP. 31.000 31.000 3.34 40.06 -43.45 INT (4) 15 1 -1.1. D SINGLE-HUNG IMP. 19.000 38.000 2.51 40.06 -43.45 INT (4)l 14.1212. ••t••• -1.1 E HORIZ-ROLLER IMP. 35.000 63.000 7.66 40.06 -43.45 INT (4) 15%70.03 .j.• ;•-1'I•; F HORIZ-ROLLER IMP. 106.000 63.000 11.59 39.67 -52.87 END (5) 15-0728.05 0.9 2 -1.377368605 G FIXED IMP. 33.000 63.000 14.44 39.10 -42.50 INT (4) 15-0715.10 0.971824012 -1.071824012 G* FIXED IMP. 33.000 63.000 14.44 39.10 -51.72 END (5) 15-0715.10 0.971824012 -1.343648025 H FIXED IMP. 51.000 63.000 22.31 37.97 -41.36 INT (4) 150715.10 0.938462792 -1.038462792 H* FIXED IMP. 51.000 63.000 22.31 37.97 -49.46 END (5) 15-0715.10 0.938462792 -1.276925583 1 HORIZ-ROLLER IMP. 51.000 38.000 6.73 40.06 -53.64 END (5) 15-0728.05 1 -1.4 J HORIZ-ROLLER IMP. 68.000 50.000 11.81 39.63 -43.02 INT (4) 15-0728.05 0.987242288 -1.087242288 WINDLOAD PRESSURE TABLE FOR DOORS TOTALSq.R.- 20.96 MARK DESCRIPTION WIDTH HEIGHT TRIB. POS.PRESSURE NEG.PRESSURE ZONE N.O.A. Gcp Gcp AREA P.S.F. P.S.F. + 1 OUTSWING DOOR IMP. 137.500 180.500 20.96 38.13 -41.53 INT (4) FL-14991.1 0.94324951 1 -1.04324951 Florida Building Code Online httpJ/floridabuilding.orgtpr/pr app_lst.aspx b'l k9 >-;. tl. 'd_., BCS Home Log In User Registration Hot Topics SubmitSurcharge Stats&Facts Pubkadors FBC Stag BCS Site Map Links Search Bus ne5s.r.,',� ., u Approval Pry . «rel t utific User ffiMkct A,pixovat Menu>Product or Aankatlon Search>Action List Search Criteria Refine Search Code Version 2014 FL# 14491.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use In HVHZALL Approved for use outside HVHZ ALL ImpactResistant ALL Design Pressure ALL Other ALL Its-Ap Ions ELS Manufacturer Validated By 11-14 1-RS Revisi n Therma-Tiv Corporation Ryan 1.King, Approved History FL*:FL14991.1 PE, Model:a."Traditions" (813) Description:30 x 618"Impact"Steel Single Door-Inswing or 767-6555 ••4• Outswing X Configuration) • • Category:Exterior Doors • ••• •• • • •• • Subcategory:Swinging Exterior Door Assemblies `Approved by DBPP-Approvals by DBPR shat be revkri and retried by the POC and/or the Commisskm r recemary. • •••• 0000•• • • • 0000•• 0000 • • • • • • 0000•• Contact Us::1940 North Monroe Street'IhWassee FL 32399 Phone:850487-18f,0•• • ••••• •• • 0000• The State of FloridaIsan AAA>=0 employer.[oovrioht 2007-2013 State m of Flo _;:Pdvacv Statement 000000 00 •• • •• 00.000 Under Fbrkla law,email addresses are pubic records.V you do not wart your a-mat address released kr response to a puftW&%refit,do rotsend ekichonic •• mar to this entity.Dead,contact the office by phone or by traditional mall.9 you have any questions,please con ary850.687•t395.*Pursuant to Section • 455275(1),Florida Statutes,effective October 1,2012,Urereees licensed under Chapter 455,F.S.must provide the DepRrtnent with an ertu8i addreA rthey haA••••• orm The emafts provided may be used for offklW communication with the licensee.However small addresses are pubis re-Vf you do ntut"&Qply a prasonai address,please provM the Department with an ernai address which can be male ava�bis to the pu W-To tlettmin yr you are a under Chaptf••••i 455,FS.,owe click jam,. •• • •••• • • Prodrro Approval A- •••• 0 go®fa securityMPT941C. 1 of 1 1/26/2016 3:19 PM Florida Building Code Online http://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqu7.... TW U �y BCS Home Wg in User ftisbatlon i HotTopim Submit szcttar� Stats&Fads PubtkaWrrs FBC Staff BCS Site Map Wks Search B �4r'r�s� i( ' 4,1--- ProduCt Approval �r'k� lessio� al USER:Public User Product Amoval Menu>Product or AooBraUgn Search> >Applimtlm Dma8 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Therms Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@irwbldgconsultants.com 0000 • • 0000 0000•• Technical Representative • • • • Address/Phone/Email • • • •00.00 9 •• 0000•• • 0000•• • • • Quality Assurance Representative 0000 • • : • Address/Phone/Email •0000• i••••• ••••• 09.96• •• • 0000• Category Exterior Doors •• •• • •• ••00:•9 Subcategory Swinging Exterior Door Assemblies i 6 i i 6 a • • • • •699•• •69••6 Compliance Method Certification Mark or Usting • • • :00000 Certification Agency National Accreditation&Management Institute Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard ASTM E1300 2004 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A 1 of 5 1/26/2016 3:20 PM Florida Building Code Online http://floridabuilding.org/pr/pr appdd.aspx?param=wGEVXQwtDqu7.... Date Submitted 02/09/2015 Date Validated 02/11/2015 Date Pending FBC Approval Date Approved 02/17/2015 Summary of Products FL# Model,Number or Name Description 14991.1 a.'Traditions" 3'0 x 6'8"Impact"Steel Single Door-Inswing or Outswing X Confi uration imits of Use Certification Agency Certificate Approved for use in HVHZ-.Yes t dnngi a t r rar t nggi t Name ra,r.,.+f . Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 estgnure: Installairalon In Other.See INST 14991:1 for Design Pressure Ratings,any FL14991 RI II Inst 14991.1.pdf additional use limitations,installation instructions and er flee By: LyndonF Schmidt,F.E"43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eval14991.1.pdf Created by Independent Third Party:Yes 14991.2 b."Traditions" 3'0 x 6'8"Impact"Steel Single Door with Sidelite-Inswing or Outswing(XO or OX Configurations) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14991 RI C CAC 14991.2 NAMI Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other.See INST 14991.2 for Design Pressure Ratings,any FL14991 R1 II Inst 14991.2.0f additional use limitations,installation instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes •••• Evaluation Reports • • •••••• • 0000 FL14991 R1 AE Eval1499f.2A •• • •• Created by Independent Third Party• Yes • • • • • 14991.3 c."Traditions" 3'0 x 6'8"Impact"Steel Single Door with Sidelites-Inswing: •••: or Outswing(OXO ConfiguraV(?M•• • • • • Limits of Use Certification Agency Certlp e • • Approved for use In HVHZ:Yes FL14991 R1 C CAC 14991..3 IWXA:Cert.oc�f•• •• • ••• Approved for use outside HVHZ:Yes Quality Assurance Contraeft*lratlon C%te•• • •••• Impact Resistant:Yes 03/31/2016 •••••• • •• Design Pressure:N/A Installation Instructions : • : . . . .•;. Other. See INST 14991.3 for Design Pressure Ratings,any FL14991 R1 II Inst 1499W.odf •••••• additional use limitations,installation instructions and Verifled By: Lyndon F.Schmidt,l4 .•43409 • : •••: product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party!Yes •••;•• • • Evaluation Reports •• • FL14991 RI AE Eval 14991.3.odf Created by Independent Third Party:Yes 14991.4 d."Traditions" 6'0 x 6'8"Impact"Steel Double Door-Inswing or Outswing (XX Conflguration) Limits of Use Certlficatlon Agency Certificate Approved for use in HVHZ:Yes FL14991 R1 C CAC 14991.4 NAMI Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation instructions Other. See INST 14991.4 for Design Pressure Ratings,any FL14991 R1 II Inst 14991.4.odf additional use limitations,installation Instructions and Verifled By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eva[14991.4.odf Created by Independent Third Party:Yes 14991.5 e.'Traditions" 6'0 x 6'8"Impact"Steel Double Door with Sidelites-Inswing or Outswing(OXXO Configuration)confligurations up to 8'0 in height) 2 of 5 1/26/2016 3:20 PM 'NOTICE aQ�" PRAFI �Q `e t.cr$e t ,I► CERTIFICATION NO: X11005312.01 DATE: 03122121112 CERTIFICATION PROGRAM: Structural COMPANY: Therma-Tru CODE: 'I'-052-1 i I o ti crili that ibc"1VaGiCc of C Product enilication"is salmi,please visit to assure th-ai the przo-dluct is active and t•ILMOMIN listed.This cenitication represents product coniurntit} i9}the applicahte spc.ilio Airyat:mJ that certilic:ltion criteria has been satisfied.Neasu rel-'i0V and advise NAMI il'anr correcti.oms ar%° � r.quircd ter 9hi,ducument. I r COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Therma-Tra Corporation "Traditions Series" 118 Industrial Drive In-Swing S Out-Swing Edgerton,OH 43517 Opaque Wood Edge Steel Door Configuration:iguration: X trainc: W-953mmB.375"l 1t-2tixlmnu.12.0"i V •� • 660.09 • •. •• % Panck W-915ntnnt36.0i.Tj % •• - • • •666•• 0.66 • •• • SPECIFICATION PRODUCT RATI 6••••• •• 6 06 6 .. . .. ... .. TAS 20112021203-94 ( Design Pressure=+f 71:6 11.41 ... :. 1. me Missile 1111pact L.�tej�,/ ... Wind Zone 4-Missile Vowel 11 •6 :•• • siu:vlficsCc�nli�urr.innw � • • • Product 'Tested By; UTC. inc. Repos No: ETC 01-741-10622.0 1:xpir.?Itiot9 bate: 14'Iareh 31,20]6 Administrator's Si-nature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fat: (804)684-5122 R W Building Consultants, e. CarzalCimirg and FmgiP=imE SwvE=for Che 13uNdimg Imrbo y Fl M&BMW OfFMftSMftW Eagfres C nlEcde arAa:-oFaMMn Nx 9a33 Tlasrma TW CorpwadGn H E$Ce7lae Exw�raaw Its F usual Dr. Dwr t7r r� am 4M.7 Irtswh rag 'Ire 419 .174e scow This is a,Prcd=Earalualian repara lssired by R W S-Azling Consultants,�—amid t yradon F.Sdifnia P.E.(SysMm 10 0 19")dor Theme Tru Carpprtlon Ian an Rule CrmpWr No.MGM MoViod 1A al Ow Sim of,Mrida Peadu . AppwvW,DepaftcM of Business&PratsgwW IRe l;Lmon. RW B03ding Camullanft and Lyndon F.Schmdl,P.E.do not have nor will aaquft Farranaial bdared in the c urnpany mranuhmAuring ar ributsmg the;product or in wV athm entity invahm d in the appmved pmcvss off Me rproduw a�rarned herein Lb~Qw th+ product eual��M'drIh+�aw f�been devela 0 Iri as pll iFi kYIL L�i� s ih E i13 d2►�'1�i FICrFId .E1r�ll r �ti'FEC;� Iruufw' r+ gdrir�niorrks inr�luding h 'lot it�Hun ino ar►a��H W��. thra ortiraat �i n ertifi t��far sir€rs,eRsaifi at ns.and ran 2. ftoduct anchors shalt be as Ilged and spawd as shorn as do"Archer embOMMM 1*base w4brW shell be end dream 07 . 3. fton used in thy+"B-Pa1F Zl she opaquu doar s$rrr'e:s.wM11 Featvn Mrb cff the FbiWa&Ctfing Cade and daes riat requipw en etnpaot • • riB&IS'F�,T�t+1G►ral7rta. • • sees ••• •• 4. 1AftnusWInarea a M de aff 1w 44VHPming wind bame debYwpr**ftn,tw op ue tufa ca =nSe&8*1t .1.2 of •. Its eves� uIre an iarpaat.runt covering.This rets unci a lerplfe�s l IV IMdJd-&WM Z&w$Is doft&---- in ASTM E MW aA mon 10119.1.2.2 of ft F®IC. .•.... • S. For tar atud ftming OwWwOort.arzftwft of#we unft C be ft sante as that shwn dor 2rr buck Agawt=4 04- • S. Site COMMOM M dWate f a the a to of dr FL-14991.1 mquife lu" englnewhV anewtv a Iktpglneo AP--• ..•••. • �. CutwaAng ramfig<uragvna•using coastal sill i'r3m#W mast vat=r inFithation requirements fiat 0F65PHZ". J • • . • • • 0000.• 0- Inswing aeiigu tiaaas.and ou" igtaang$ww u9ing itrao B31 dg no MW 1hCr walgr InElratmn mqwlmmwft for Q Wftr Dap • be hwalled only In nwhabxlft arm w at habitable i OM ORMCM by 00 ea+trhang or Campy SAN&Whe OkIle 1W,••� edge of canopy w overhang to sM is k4s ahan 45 dagraekrL ..• ; g. When used in the"t102%sEsi roust be pffoiected as aged in FERC Section 2222.6. ia. Sea&aw&V FL-14391.1 for size and design press ffmitelians_ SCC P& en ts: 1. Teat PAWA NO, Test S Anda rd Tsslina Lslborato Slanesd'br ETC 01-741-113M.0 TAS 2011. ,20 'ETC Laboratades Joseph L Dolt ,RE 2. DrawFna No. Preaerel#bar SiCi77r3d&Seeled tare No,FL 14-991.1 IIS Funding Consultants.Inc(CA M13) 4 Lyndon F.Schur VIf PI-E. 3. Q tri ktt arts eC r l : - SOCraneCO&Se2l Anchoring) huilding Cee 0 ,Inc.(CA 13) .. t_ymdan F.Scbn61,P1, L}rrrCufl�. It,F.E. FL LSE No.4309 Sat i aF t ..... • • ••• ••• ••• • ••• •• •• • •• • • • • • • • • • • • • • ••• • • • • ••• ® • • • • • •• `14111 * r �f•�,,`, THERMAOTRU =91 iffiAllp THERMA TRU DC] ORS ) z 1 18 INDU®TRIAL DR., EDGERTON, OH 43517 'TRADITIONS" ••• i•� �•i i•• i•• • �MAX.?RADITIONS . .. r_• • • • • •. • • • • • • • • • • , I ` �v (TEE •• • • • • �1 Q ``,, (STEEL acrd lrl�1� li ISWING 1. is I d O GENERAL NOTES z 1. Tifys product ancho6ha draWmg hos been dovoloped in ComplbnCe wNh the Sth Edition(2014)Florida Building Code[FBC) inducting the ;gh Velocity Hwricano Forte IHVHZ).See the Certification Agency Ceri tate for skes,specifications and roHngs. @ � ,d 2 Raduct anchors shall be as Ned and spaced as shown on defafo.Anchor emceed to base materiel stag be beyond wall � � ® � o al I dresshg or stucco. d 3.(yYhen used in the"HVHr the opaque door complies widr Section 1626 of the FBC and does not re �I a ire an impact resistant rxry®Ann 4. When used in areas ouMslde of the"HVff requiring wind borne debxb protection,to opaque door complieswldl Section 1609.1.2 of the FBC and don not require an impact resident covering.This product meets maslle level"D"and hcWes VPmd Zone 4 as defined In AS1M E 1996 and Section 1609.1.22 of the FBC. 5. For 2r stud irandng corxMuctiom anchoring of these units shall be the some as that shown for 2x buck mownry construction. 4. Site cor drttons that deviate from the detotb of this dmvk g require turtherrmghneermg ardysls by a licensed engin®or registered architect. f�attwkrg coneguratlons using cmtol sill Hem 1139 most wafer Infiltiollon requirements for"HVHr. B. Inswfrrg CMAWOftm arrd aratswmg cClIfigurat'aons using$3 Item 831 do not meal the water Infiltration requirements for the WHr and she]be ir•talted aNy in non-tobitable arm or at habitable locations protected by an overhang or campy such MCI the angle between fats edge of canopy or overhang to sd is less then 45 degrees. = @@@§ 9. When used in fire"HVHr.steel must be protected as specBbed in FBC Section=4 1ABLEGP CON►M n4RA+S#E DESIGN PRESSURE#M) p _ SMB C15CRIPSON fTNN1NSlw4 Pa�SL11yF MEGfLlIttB_ 1 Nptd elevations,design a generai notes z 2 Dow POW details INSMNG 37.trx82.00" +67.0 •67.0 2M 03 i3/f2 • 3 Horl7a til cnM sections !nL N.T.S. 4 vertical cross Mcfrons (wl Vow prow chump threshold) 37.5W x ti 0AW +5.5.0 -67.0 an Or, dx m 5 Buck Orad frame anchorin •2X brick nraorvy construction CM W. LFS ; 6 1 fame arfchorhsg-IX buck me"coratruction OUTS(WItg Nh dam bump ttu®shafd) 37.1V x 60.8r +67.0 -67.0 1° °` 7 of Matelots b rtartsR FL-14991-i `- a d_ ssm_L or 7 �° .. .. . . . .. .. . • ,`,,��111* ff ►�►4 EXTERIOR • ••• ••• ••• • • ef7f — m 00 Ofv WOO INTERIORN h d 46 � LL� � XOT MAX.DOOR d PANEL WIDTH C11 FIORi2ONTAL CROSS SEMON �J 2 � o EXTERIOR INTERIOR kj 43 l 43 L4 M `� a W _ 40 000xrarv�� 1.xf � --41 s? z VERTICAL CROSS SE"ON —Z 44 H Siff 43 Ra TATE 03/1.3/12 SME )Y.T.& r a&ev: JK m CHIL or.. LFS $ Eft gm MCC— NOTE: C NOTE:DOOR WOOD COMPONENTS:PINE ISG x 0.42) FL-14991.1 a sir�,or 7 • • ... OV .• .. . • . .. .. . • . . • . . • . . . • • ••• • • • • ••• • • H go o ® INTERIOR •�•• •• ••• pnintt 1 • z, a d • •. .. •• 1 EXTERIOR Kp 3 40 7 1 Q 17 3 20 0 C 1 o r �� E EMIL ITYP.J d 3 5 r3 QRIYQNfAL CRASS SECPI9N D � C 4 4 4 3 Shown w11 X submuck a K 27 AO 9 TD R INTERIOR INTER�R T e ° a G ey I ° 4p " EXTERIOR 7 EXTERIOR " 0 g 'ap 7 •° 20 ° N D LCSINK cst L6 --I ° moa/aa/aha F 1-1f4•Mw. B (MP') RM C B srau: N.T.S. 9 EMR. a•G sr: JK c rne.prP.l E eft—e LFS NORnOMAL CROSS SECTION � OR1201VirAl CR SECTION 1/a naw oa.eso wo:- a 3 Inswngconfi8orta►ian 3 EMB,ITYP.I FL-1499x.1 M-179 condgvroHon JEW_3 OF • • ••• • . . ..• . • ••• • . . • .•• • • • • •• • • •• • s « • • • • • gig 0:0 • • z �m gJ • ••• • • • • • iii555 $e C �A v LLI INTERIOR EXTERIOR d AO Aft40 19 19 a n 8 7 $ LTJ'`' 7 39 INTERIOR EXTERIOR B INTERIOR EXTERIOR ROSS SECTION Insadng commmnfirr (1)VCAL CF r2VERTICAL CROSS SECITON 4Shawn w/1 X sub-htck Q INTERIOR EXTERIOR ^ --- INTERIOR EXTERIOR C8 1 VERIICdL CROSS SECTION 0 40 ^ ! 1 t �watergfnfathoe I 40 8 B Z 33 requeemenis w 7 E 3 — o mm-03 13 12 Mu. N.T.S.MM.BvJK 9 5 ? 3 1/EiTiICAI CROSS SECTION M17CAL CROSS SECTION cm ec• 1 5 3 4 Ir�wing cpnligwolbn general notes,sleet 1 �utsw+rg Ion - d tGr Water mfitraNan see general not s,sheaf i ° °�'` « requkements for l"r waW In@trotbn FL-14991.1 requhermnb 4 n . . ... . . . ... .. .. . . . .. .. . . . . . . . . • . . . . ... . . . . ... • • • • •• • • •• • 1 '• w� p • • • • OR •• • • ••• `� n •• rCfj 000 160 0 4, • • r S r tj oil*. 0 I ••�• •• •1� •• <- • • ••• • • • • IIID/lllgl o� <• 16 ••• • • • • •• • j • • • • • •• • • ( ted _ • • • ••• •• R a N MASONRY �' MASONRY M.HEAD (� r OpEN�O / TYPD E •.HEAD OPENING &JAMBS 8 JAMBS 6 RAME O ed� O 2X svcK ax BUCK F W • J pN UI xW BUCKANCHOAM STROM JAMB fRAMEANCkORlNO WNGEJAMS CONCRETE ANCHOR NOTES: Mosorry 2X buck conshucffon r. Concrete anchor bocotbns at the comers may be adAWed to rratnrafn ft mrn. R edge dslonce to moatarjoints. 2. Concrete anchor bcaMx3 noted as MAX.ON CENTER"must be adjusted to � d c maintain the min.edge cWcnce to mortor Joints,addlltonW concrete anchors , MOV be reauhed to enSUM the"MAX.ON CENTER"dimension are not exceeded. 9 w 3. Concrete anchor table: ANCHOR ANCHOR AGN. MK CLEARANCE fAW,CUAttAHCE 1t lYPi va EM6ED14SEMT TiO 1MASONRY TO ADJACEM o iTW WISE . AHC►kut o3/13^12 TAFCONe 1/4' 1.1/4° 2' 4 SQ%LE- N.r,s. ELCO 114" 1-1/4" 1° 4" 27 cora sr, JK m ULTRACON cra LFS WOOD SCREW 7NSTALLAT�N NOTES' aaia nn, a 1.Mahlaht a mdnbrrum 5/8"edge detance,?"end distance,&1"o.c.spacing of ttRrC.E DETAJt L1TCH A CE OMTW M FL-1499 wood scram to prevent the spWing of wood. M66I $ w ] N 9 . . ... . . . ... •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• t I *lot • • • • • 000 \\\\ f'M •� 00 0.0 00 MASONRY "' ••• i ••• i i•• ••• d OPENING JAMBS HEAD &JAMBS � \ N � FRAME ae _ o LO F � a� tArafaD@ADBOLTDfIAIi b IXBUCK LL a• 1`e..ue.....I MasDr�+iX buck sor�st'ruauon 9 CONCRETE ANCHOR NOTES: H � 1.Concrete ancharbcanm at Nes camels maybe adjusted to matnfotn ft rein. 11 edge distance to mortar jotnrs. I Cancrels anChortoCatlans noted as IMAX.ON CENTER"must be adjusted to maty t h the m1n,edge distance to mortar joints.addlond concrete anchors 1 may be requ4ed to ensure the MARL ON CENTER"dtmens/on we not awcoded \A, ConcWfamvhwtmhW- ANCHOR A VCHOR MLN. TWIN.CLEARANCE MIK CLEARANCE IVPE SJIE E ABEDMEW TO.MASflbfRY i8'AD3ACW a EOt}F. ': ANCbttlA:%' M1NeE Ok7 lfw 'a YAP ® 1/4' 1.1/4" 2° 4" our 03113112 -- S- - -- --- - wAm N.T.S. � TAPCON 91ld I 1.110 $ 1-1/a' on.•r: X m WOOD SCREW INSTALLATION NOTES: CHL eo LFS 1.MaWallm a n *rwm 3/redge distance,)'and distance,&roc. owWo wo a SQOCha Of vroad=Um to prevent the$PfiHb g of wood. FL-14991.1 N 0 e �or1 w . . ••• . • ••• .. .. . .•. .. .. . . • . . . • . • • • • . ... . . . . ••• • • • • • • • • •''s • ••• 440 • • • • BHi OF MAI RIALS TTFM DESCRlPTTON MATFTUAL •• • • I •• ••• • I � • * -~ •��, "1 Ff A 1XBUCKSG>=055 WOOD • • • •� • • • • 233--i� �"l1 B 2X BUCK SG- • ••• • • • • •• • ! 0,55 WOOD • • • • • •• • • � � ci C MAX,I hr SHIM SPACE STOOD 000 i i 0.0 i i Ad 31 d` d 0 1 X 2.3/4'PFH ELCO CONCRETE SCREW lamb E MASONRY 4 -3000 PSI MIN.CONCRETE CONFORMING TO ACI V N 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4"X 1-3/4 ITW CONCRETE SCREW STEEL { G 3/1W X 3.114"PFH TIW CONCRETE SCREW STEEL n H 114 x 3-114"PFH ITW CONCRETE SCREW STEEL 1 114 X 2.1/4!±H OW CONCRETE SCREW STEEL JL J 114"X 33/4 PFH ITW CONCRETE SCREW STEEL da K #10 X 7 PFH WOOD SCREW STEELI a L If 10 X 2-I/7 PFH WOOD SCREW STEEL M 4625' •I Y 6 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSK)N WEATHER-STRIP FOAM n_81WAf dCB TilRESHCLD LfriYPYOAlf o `'" 4 C X 4-HINGE.097°THK. ML 10 #10 X 314"PFH WOOD SCREW INGE TO FRAME] STEEL 11 910 X 1'FFH WOOD SCREW 17 P GE LOCK-KWIKSET SIGNATURE SERIES a STEEL- -Tq- HEADER JAMB SG>=o,a WOOD 20 SIDE JAMB ISG>=0.42 WOOD —� 21 DEADBOIi-KWIKSET SIGNATURE SERIES(760 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM /WOOD 32 DOOR BOTTOM SWEEP ;�S�FdD1rlYRSApt7LETMRFHOIA 33 SELF ADJUSTING SADDLE THRESHOLD-9- HIGH WATER ALUM COMP. AM R ALS DETAIL-4(F STEEL DOOR-SEE DOOR PANEL H A o $1 DOOR SKIN;2SGA.(.018'MIN.Fy=27,830 PSI MIN.] STEEL po 42 TOP RAIL 43 LATCH TILE WOOD _4.60*MM. 44 HNGE STILE WOOD 2.W W d45 BOTTOM AIL COMP, 46 POLYURETHANE FOAM BASF,19Ibs.D I j AM 1_ "M 031312 1 N.T.S. a _ (��MGN AIERAAIM fQLD ma.W,, LFS 3 DWMM wo-- m FL-14991.1 s�a� 7 arm a , MIAMI•DADE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTWIENT 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) w%vw.miamidade.gov/economx Eco Windqw Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable-rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series'Eco-Guard 60"Aluminum Horizontal Rolling Window—L.M1. APPROVAL DOCUMENT:Drawing No.W14-11,titled"Eco-Guard Series-60 Alum Horiz.Rolling Wdw.(L.MJL)",sheets 1 through 5 of 5,dated 03/28/14,with revision a dated 05/23/14,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the.Miami45aJj• •• ••• County Produet Control Sc-Q6on. • • AISSELE IMPACT RATING:Large and Small Missile]Impact Resistant ) 0••••• a••••• ]Impact000000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo ci , state •••• model/series, and following statement: "Miami-Dade County Product Control Appi;.rj la, unie$S�brwise..0 0 0 noted herein. 644006 44 00.00. RENEWAL of this NOA shall be considered after a renewal application has beery filed and thbre hMs been! no change in the applicable building code negatively affecting the performance of t1J§10duct. '• . . 66 TERMINATION of this NOA will occur after the expiration date or if there has peen 0.revisidrt b1.'change66 6.. in the materials,use, and/or manufacture of the product or process.Misuse of this 1110r'k&s an endetsement- •4 4 of any product, for sales,advertising or any other purposes shall automatically terminate this NOV Ailure 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. �' 1 ,r NOA No.14-0403.09 MIAMtQADE counv% Expiration Date: June 19,2619 Approval Date: June 19,201.4 Page I Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W14-11,titled"Eco-Guard Series-60 Alum. Horiz.Rolling Wdw. sheets i through 5 of 5,dated 03128/14,with revision A dated 05/23/14, prepared by AI-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 along with marked—up drawings and installation diagram of an Eco-Guard series 60 aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory, Inc.,Test Report.No.FTL-7634,dated 12/09/14,signed and sealed by.Marlin Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,,complying with FBC 51h Edition(2014),dated 03/19/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 •••• . ...... D. QUALITY ASSURANCE 0 0 00*000 . . • 1. Miami-Dade Department of Regulatory and Economic Resouroe& AER) • E. MATERIAL CERTIFICATIONS "" • ...... .. . ..... 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont ftWoldours&'Cv:,Inc...... for their"DuPont Butacite®PVB Interlayer"dated 04/11/13.)cKpiling on 12/11/16. •, 2. Notice of Acceptance No. 12-1231.09 issued to Eastman ChemicaleCompaW.WA): for their"Saflex HP Clear or Color Glass Interlayers"dated WNW 3,expo;i�ig on ;•••• 04/14/18. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5h Edition(2014),and of no financial interest,dated March 31,2014,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. None. Ma ue .I;. Product Cont I Exa finer NOA No. 403.09 Expiration Date: June 19,2019 Approval Date: June 19,2014 74 1/8' WBloav WaTH 4 1/4'W. UAX 10 1/4' HFAD/SILL a. HEAD O LroRNERS A SIL FALSE J N M�EO� 33 11/18° 33 11/18' (SUMMAY BE USED D.L.O. CV0M O.L.O.(FlX. LITE) Zi VENT WIDTH � �r TYPICAL ELEVATION O o_ MAXIMUM DESIGN LOAD RATING ®+ 55.0 PSF §WE OR SMALLER) 60.0 PSF O Z THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. (E�srzEs sHOwH Ae — d SHUTTERS ARE NOT REQUIRED. W rn, 12 1/8-HEAT STREWO GLASS 1/8'HEAT STREN-0 GLASS (ECO—GUARD SERIES-80 ,ALUMINUM HORIZONTAL ROLLING WINDOW / Sone.Cl.7kAnd Coto,Of.. o�i Bay PVS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE By'Ecatmon Chemkol Co.' By'EA.DuPont De Nemours&Co.,Inc.' COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER `o WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 1/8'HEAT STREN'D GLASS 1/8'HEAT STREMD GLASS MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. SILICONE SILICONE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DOW 81H1 DOW 999 "URErZONGEF THE ZFLORIDA BUILDING CODE INCLUDING MGH VELOCITY :•• •••— : 2 •1 • •• s GLASS CAPACITIES ON THIS SHEET ARE • BASED ON ASTM E1300-09 3 SEC. GUSTS g WOOD BO THE BY OTHERS, MUST ANCHORED PROPERLY TO TRANSFER • •\ •• • • • • AND FLORIDA BUILDING COMMISSION , LOADS To THE STRUCTURE •• • DECLARATORY STATEMENT DCA05—DEC-219 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS •• ••• • •• 1 Y EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a E�JAVAD AHL p�1gBw116t1aI KLS T ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ARE to (xx4K to FIA.PEML70M A ihlu8ald as g• g NOT PART OF THIS APPROVAL \ CAN. 38 Date A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOAD AN OItLY. • • • • • • ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSI�•• • • •• • • • : , ' Mlaet a get I MATERIALS INCLUDING BUT NOT LIMITED TO 5T�/METAL SCREWS,THAT • •• • �• • • GLASS TYPE B / 4, ,,At drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATi:RIALS SHALL MEET THLO• • •SJ78.O'ERALL LAM.�tASS S/18'OVERALL IAM.GLASS REQUIREMENTS OF THE FLORIDA BLOC. CODE. GLAZING OPTIONS 2094 l/ ahaet 1 of 5 Or • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS �� Q 1SY SEE ELEV. METAL ti WOOD SUCK * I FOR SPAGNO STRUCTURE _ a. 'a% '\ :.; MIAMI-DADE COUNTY APPROVED ° A EDGE OM5;"tr-- a °'� MUWON&MULLION ANCHORS EDGE $ ° EDGE SEE SEPARATE NCA DIST. \ ,� DISE. EDGE 4 I DIST. ` 1 � •- MMM a � TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. SEE El". FOR SPACING FOR SPACING FOR SPACING yj WOOD 13UCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED 13Y GLAZING SYSTEM N AND TRANSFER THEM TO THE BUILDING STRUCTURE Lj SYEEPHOLES: TYPICAL ANCHORS: SEE ELEV.FOR SPACING Wt - 1/4" X 1-58" WEEPHOLES WITH BAFFLE AT 4" 1/4" DIA. TAPCON BY RTW' (Fu-12o KSI,Fy-92 Ksl) Pi FROM EACH �Np AND AT MIOSPAN 1/4" DIA ULTRACON BY 'ELCO (Fu-t77 KSI, FY-1--1) 4 O k W2 = 1/4" X 1" WEEPHOLES AT 2-1/4" FROM EACH INTO 2BY WOOd(3UCK5 OR WOOF)57RffC7URES t3 a END AND AT MIDSPAN$ 1-1/2" MIN. PENETRATION INTO W000 I (7DIRECTLY U BY BUCKS INiO CONC. OR MASONRY oa SEALANT; /4" MIN. EMBED INTO CONC. OR MASONRY n ALL JOINTS AND FRAME CONNECTIONS SEALED WITH Z 3 JOINT SEALER INTO CONC. OR MASONRY Z 4" 1 EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) W INTO METAL STRUCTURES STEEL : 1/8"THK. MIN. (Fy 36 KSI MIN. ALUMINUM 1/8" THK. MIN. (8063-T5 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) •'�4"SIA.�£Lf'DRitt1NG�CREWS--YORADE'IrCRS � INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") • e �+ (NO SHIM SPACE) 14 iS 18 2 INTO CONCRETE AND MASONRY - 2-1/2' MIN. OINTO WOOD STRUCTU E 1"M1N� • g - 1e •• ••• • • WE m • • •• • • • '� CONCRETE AT HEAD, SILL OR JAMBS fo -3000 PSI MIN. '•o • •• • •—•— • C-90 HOLLOW/FLIED BLOCK AT JAMBS fm 2000 PS MIN. 1 . • • '0 • fFLA P8//70892 Approved a1 eompt)iag With dw a ' " I• .. ,•• ,.' I CAN.N NloMdx Winn Dab o } • • FOR SPACING S • °i v'• NDN•I Da e as S 8 b _ v �Da e ••' •Wt. a.. S I SEE M.ANCHORS ••• • :'i v. • • • * • 7YPICJILRANCHORS ,, % O •^. W2 . .. • • •• . . • FFR PAC MA drawing no. •• • ow W000 BUCK • FOR SPACING W14-11 shoat of 5 . .. .. . . . .. .. ... . . . ... . . o�ti-rta\�nr-dwoo was-Sss(CM)xva SM-M(Wo 6 r n -MLBLL££ 'Li 'A3103N mldw til P `o 4tSEE VaRto �xIH111 133SiS 90l M*N *l 16 M 3avt8•AF,'S9 s 0T 'SW3ISAS MOONIM 003 sum=M am/M ►tcaco v e NOLLVUOdUOJ a0OUVd-'IV (Tlf t)M MM'DNOH MW!2q!X13 uo u :sut>!slna� al-sz-co shop v () U �� • 9 s , l9k! Q Z� a 6 ��tll m ��g b I v a.a .. s_ W 1 1 I HN I n � I • • 7F5: tl ; 0000 0000•• W I • • aN 1 • • • • n �� ; •• • • •• 0000•• •• • • • • a �� 1 0000•• • 0000•• Oo • • • •• • 0000• 33 Or n N b \ • • • •• • • lV 1 ��'' � �Z� • • • • 0000•• •••• I o W • • • • •• I UZf' • 0000 $+o •• • 0000 • • • • • 1 I ••cs • 1 t O g 5 1 0 SSS I I t t I I 1 1 1 m I O m I g alt-titan\NV-dwoa jn, aces-sae(SM)xvd exs-sae(SM)-mL ,w 6 to es ce�txm omsa•z(Ca£1-ray 9Ll££ -U `A31U3W aza+ .w m etre VaRtwu%WM i33HIS 90L WN ib L L6 BAV Ls'AWS CIsI O-n •srmsAs MOONIM 003 13Me 9u 3MMO ON 11timm r a A � Ana IV ox� e NOLLVMMMOD bOOUVA-'M (TWl) I WffIO -S�aDs atlrip 09 u 41 m m Ina 2111111 ISS ' m GZY dS O O � Z 'a e _m y� t_mO mm imm�pp mm $ �nm dap 4 m m � W $x yry tY 1 m O N vl ' m m n m m N �` N N •••••• CC • • •••• •••••• •••••• • •e ee•oe• 000• • • %Gee* •••• • ••••• • • • • s L— • _ t� •0GG•• • • • • • • • • • • 00000• Goes** • • • • • J •• 0.00 0 e • • uj f CS • �1 pp R � F, 8 F Q SI m r n m vi n lass g ��11 � ri 0 31 t-4lM\lNH-dPYO� zm-see(sem xve 6=-tae(sw-M ----_ .w-*p o u� SAGS-19M �°m -M 8LL££ 1i 'J3103W c o amm+ ry y. •� �` 133N1S 901 M'N *I L6 c aAvtsaAssEzs OTI 'srmsAs MOONIM 003 133HS SM SWO a+Luz. .•.L-.z/t M. H� l0T3AW J�07Nd-0 3 NOLLVUoduoo ODO md-Im (TIP7) Its 9MTION ZP 11NN 09-5 ObbVlkF W3 u :r, ��-az o zyoP v 3: 1 r s r_t �V W h • •••• • ••••• •••••• •• • ••••• •• •• • •• •••••• • • • • • •••••• h f MIAM1-RADE MIAMI DARE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMIMSTRATION DIVISION T(786)315-2590 F(786)315--2$9R NOTICE OF ACCEPTANCE (NOA .miemidode.aoviecoaomv Eco Window Systems,LLC 9114 NW 106 Street Miami,M.33178 ,-SCOPE-.— This OPE: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(AHD). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"ECO-Guard Clipped"Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "AIuminum Tube Mullion"'-sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the V4a1t;Dade rSS roduciCen#AI Section •••• •••••• • H E IMPACT RATING:Large and Small Missile Impact Resistant ,••�;• LABELING: Each unit shall bear a permanent label with the manufacturer's nameser logo, city, state,:.••.; series, and following statement: "Miami-Dade County Product Control Approved".11tflfts othch,44,noted' herein. •••• ••`•• ...... .. . ..... RENEWAL of this NOA shall be considered after a renewal application has been nd th4e has been...... no change in the applicable building code negatively affecting the performance of th&p"ct. • •, TERMINATION of this NOA will occur after the expiration date or if there has bisen a&vision aabange 0'•• in the materials, use,and/or manufacture of the product or process. Misuse of this 14OA•ts an eMon,ement;•••• of any product,for sales,advertising or any other purposes shall automatically terminate this NOA?Flilure 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 I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. _ NOA No.14-0529.16 MIAM Warr `coME= 3.{,a.�°�` Expiration Date: October 23,2019 to tx Approval Date: October 23,2014 age Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation,signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 2. 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 clipped aluminum mullion at a fixed window/a single hung window,prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2192B and HETI-08-21660, both dated 01/15/09,signed and sealed by Candido F.Font,P.E. 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading Ver FBC,TEAS 2 94 •••••• 3) Water Resistance Test,per FBC,TAS 202-9.4.• ; •• .• 4) Forced Entry Test,per FBC 2411.3.2.1,and TAS*202 04'..• 6060:0 along with marked—up drawings and installation diagram a6t4 ipped ahuni=4....; mullion single hung window,prepared by Hurricane Engineeri aD6&!Testi+Z#L, Test Report No. HETI-08-2166A, dated 01/15/09, signed and sealgV.Dj.Can& l;. Font:.:. P.E. . . C. CALCULATIONS • 6666.. 1. Anchor verification calculations and structural analysis, complyjnwith P.Q-201Q.- and FBC 50' Edition (2014), prepared by Al Farooq Corporation, date%05/0914, signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). .E. MATERIAL CERTIFICATIONS 1. None. Jaime D.D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E-1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . I F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5' Edition (2014), issued by Al Farooq Corporation, dated 05/23/14,signed and sealed by Javad Ahmad,P.E. 2. Department of State Certification of Eco Window Systems,LLC as a limited Iiability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S.Browning, Secretary of State. 3. Laboratory compliance letter -for Test Reports No.'s RET148 2192A, HET148 2192B, HETI-08 2166A and HE,TI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F.Font,P.E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez,P. E. G. OTHERS 1. None. 0000 . . 0000 0000.. .. . .. . 0 0 0 0000.. . . 0000.. 0000 .6060. .0006. 0000 . 0000. 6 66...6 6•. . 00006 6 6 . 00 66 0 06 606066 6.666. 00 . .0600. 0000.. . . .0000. .. . 0600 6 6 66 . . Jaime D.Gascon,]?.E. Product Control Section Supervisor NOA No.14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E-2 g 4.000 pp 11 _ Iiil d _ I TYPICAL —(I'___GLAZINGPRODUCT ala II G — 1 i TYPICAL I II I I -� WINDOW FRAME 8.000 U U II L O _ 3.000 4.000 JU J�AND:7CAN _— TUBULAR SFIPESzN SYSTEM IS RATED FOR LARGE MISSILE NAPACT. 2000 ALLOY m8083–T8 BE USED WITH ALL MIAMI–DADE COUNTY APPROVED AND NON–IMPACT RESISTANT PRODUCTS -- R�GTANGUL4R A`UM(NUM TUBE MULLIONS CONTAINING TYPI Ml ION 1�f -S A( A71Nf: PRAMI(TS m �r- ( USING MULLION PROPERTIE ON HORIZONTAL OR VERTICAL .�I SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SUES AND SPACING Z IZ3 7 i THIS PRODUCT HAS BEEN OESNit0=0 AND TESTW TO COMPLY VATH THE Z ri REQUIREMENTS OF THE FLORA BUILDING CODE INCLUDING HIGH VELOCITY =LH HURRICANE ZONE(NVHZ).ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE 13UILDI14G CODE REQUIREMENTS I.E:WIND LOAD.WATER INFILTRATION,FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. WOOD 13UCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETABL.EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.} ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAIL ARE NOT PART OF THIS APPROVAL >! A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. g NATERMtS INCLUDING BUT NOT LIMITED TO STEEM&SCRENS,THAT COME INTO I CONTACT WITH OTHER DISSIM M MATERIALS$W,L MEET THE REQUIREMENTS OF THE FLORIDA BLDG.CODE. INSTRUCTIONS: t� •• • • • • 5 USE CHARTS AND GRAPHS AS FOLLOWS. ••• • •• i• • • • • • • • • ! STEP I DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 • • •• • • • • • 00' FOR PARTICULAR OPENING. • •• • • • • :0: •• • STEP 2 USE INC ABOVE LOAD RE APPROVED GLAZING PRODUCTS •• ••• •• • • • •• MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONVECTION TO MULLION AS PER PRODUCT 'NVAD APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SUE WITH FLA. Y 708HZ C • ••• ••• ••• ••• 3838 , STEP 4 DESIGN RATINGAB MORE THAN DESIGN LOAD SPECIFIED �DPid ik numply/mM'g7pQ�{h1Tte IN STEP T ABOVE. • • • •• • •• PNM1do AuikltngC'�► USING ANCHOR TYPES ON SHEETS b THRU 9 AND ANCHORCHARTS •• :•• • •STEPON EET 4SELECTANCHOR TYPE WITH DESIGN RATING • • :• • • hw MORE THAN HE DESIGN LOADS SPECIFIED IN STEP 1 A9ov •• • • ;11 j l I.+L.G' r•„IpGY/LJY 1I`,(uyrtyif s F),.J!� H!TryA p7 Browing no. M14-01 sheet t of g . . . . . . . . . . . .. .. . • . .. .. ... . . . ... . . 1.000 1000 2.000 375 }+- �-,12s 2.000 125 2.000 �2so .128 I I . 1.000 .125 1000 .125 .375 125 —.125 4.000 .12b 4.000 4.000 @$. 3.000 3.000 .125 LU L L 8.000 8.000 r 8 .778 .378 .125 IN a .9502 N\4 IN=2.0374 N\a Iz= 1638 N\4 IN = 3.1878 9,\4 1% = 2.9782 N\a Sx .6335 01\3 Sx 10187 19\3 Sx n 1.0254 N\3 Sx 15939 N\3 SX - 1.4881 N\3 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 STD. MULLION STD, MULLION CUSTOM MULLION) . CUSTOM MULLION STD, MULLION 8087-TB 8083-TS 8053-TB 8083-TB 8083-TS U IN 8.2757 IN\4 IN - 15.2031 19\4 to SR m 2.7588 19\3Sx o 8.0677 N\3 Z O � X 8 2 X 6 7 M. MULLION HEAVY MULLION 5083-TS 6083-TB W LL 0] � ~ gs� I Z Z3� §a w g8 .718 1.718 .128 2.125 .125 2.125 5 125 Tv?. � AApppmvedrow pl»aw{OiUro YSadrk Iitdhl0 iNQ 11 � •:i P Ji— {�1' M111t/ $.500 b.6S10 � tC1 2'� •• •.• • • • • • . •• O • • • • • • . • NOTCH k112 • •OPTIONAL • 1• • • • • • NN. •.• •• • • • •• EMr AW ARM CIVIL •.• •.• •.• •�• •1/2' M N/i•9921/Y • • • J838MIN. • • • • • • •• • • •• • • • • Ll 2014 drawing no. •• �, •1 M14-01 r AN�rLE CLIP M 1pN (i Ip MULUIDN CLP 8083-TS 6083-TS 8083-T8 ahoei 2 Of 9 ••• • • • • ••• • • y • • • • • • • • • • 000 0 ras3L Iyqnw —- eoes-sse(sora xv.4 eats-see(GOO-M pow smw.Mcq sl'x&I SLLS£ -14 `kTIMYA VWMV *BWM 133WS 90L WN *L L6RAV e3a s On 'SW31SAS MOONIM 003 3 eNOLLVUOdUOD bOOV=[-7tl SNOmnp4 3@ru vynNiv4nw u :sunt sl-e�-co inn v ` W -- mt: p o N o C q qO o m p C- W rn. p4 R 4 m m Mg n pm X414 N R ttl O $ a0 R N O 10 Q1 T. m _ 4 4R r{ -• -; Igomat � a, naom - a! oq mnogmoaamlglgai „� n � i� a n m m N 0 R p Iq m � v .Xr 11 1 1 1 I I I I I I I I I I I I I I I I . m gl9. a Kuri Hturmwcaa� - im Vl A c\\ R n a a m n 1 -1 n n a m n +N kra R 4 R g 4 4 4 4 4Mil q q 000;10 q q R 4 R00; R R 4 4 R 4 R R R RRRRRRRMUM - - _ .. - - _ - .• - - - - .. .- m R 4 R 4gR g 4gg44 R 4 R Cl oma4 q 0, gRRgaqHemRq4 ca R $ R_ RId $ RRidRRRRgRR_ ^ €1 '� RRR_ R14E8mmn ^n _R _� _� dmn ^mm � ��sT jn^ a Ro p4 pq q `mm? n onv -q n - ,q Dnp m m oma3 oWW! N n-) n as �{ m m al dap qN Idq pN aI N �4{ pN o N R R R $ o W i3m n m 0 m A 444g41. mn qv{ 4 q N in aqN m mmogn omyn -q nm C! q a{ m ••• 0000 ••••�• x 00 • •• • • "' O1 0 - m q q - n ut a - a N - - 4 N 14 m N q l'1 44 4R 4 "! 0000•• • •• 0000•• x n a e°Pi 9! 9 m a 2 �i n c°S a�.l v I 1 I 1 1 I I 1 1 I I I I I • Tn q � 0000•• • vj7l • • ^m $ g Rj N v n n m N 1? a 1 1 1 I I 1 I 1 1 1 1 0000 • !moi :0000: • • •••••Q 0000 • f..1� 0000• °J[q. m aq m mm n v nq m '4 N ag m a 1q 40, I I I I I I I I 1 1 1 1 'H I I L • • • • Fi z e � 0000•• • '� • a � .', °" m � • • • 0000•• a � ^ 0000•• �� m' + i ••• • :0000: i i N n a S a " `'i " $ ro m 41® i n a m m $ n `' •• • ••••• • • 1 I � �i � m n t � � v • • 90 • W g o 0G 0 p 4 p q q q q G q p q o 0 0 o U q U q p op U o g q o q p q G q o G q G o 0 o q p o p q p q O o Q q e qfn q W O N N N N N r N N N N N �zf m �0j p o q o 0 0 0 0 0 0 0 0 p 0 p 0 0 p 0 p 0 p 0 p 0 0 p 0 0 p o e cc X N N N N R N N N R R R N N R R R R fj R R R R R R N R R R R N R R R R R R R R O � � w o q q o 0 4 0 0 0 0 0 0 0 Q o 0 0d 0 0 o g o 0 01 0 0 0 0 0 0 o q q q o o N o m Q d o o R d ei d d 9 d d R R r3 d d R r 3 o d d R $ E $ o 9 g R o R m $ 0 a� o g q o 0 o oN_0N o0N pRo E do ' qq 9 0_( r N_N0 n0 R$9 0 -0dNQN 9 V1yJfCzno > do0R — — — — — N N-0 Ng Z wz i W 4 R R q 4 4 4 4 R 4 R 4 R R 4 4 o q q o o q o q q - ,1. o 0 o a m „ N mow � �m � RPRRRRRRidRRRRRRRRRRRRR RRR � om9R ? m19 I m �o _ _ _ _ _ _ oxm m R R 4 4 o p q q q .q N q poq o o p q 4 °4 R1.� o - q q 4 1't W °' g n N 4 m anq y� m m m n mol e a W�.2 N X O O O IS O O R R O R fv R R R N O m m R R tat n P±1"' a 0 o CC JJ mZ13 J0 m 11 Y l m O 1 n n d $ m m n m m e4i n a m m n �j n or m a Mj M a s DESIGN LOAD CAPACITY- PDESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY - PEP $ 1,6u WHVDOW DIM& ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPR � c YADTH(w)MULL SPAN AE A4 A8 BE Boa 1 Bob 9ADTH M IMLL SPAN AE A4 AS BE B4a 84b YBDTH(w)MULL SPAN AE A4 A8 I HE Boa Hob ,4 iB=Y 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8° 97.0 120.0 _120.0 62.7 90.4 120.0 ffi 28-1/2° 120.0 120.0 120.0 120.0 120.0 120.0 28-1/2' 114.2 120.0 120.0 732 105.4 120.0 26-1/2° 70.6 120.0 120.0 45.3 65.2 90.6 p� 30" 120.0 120.0 120.0 120.0 120.0 120.0 30' 100.8 120.0 1 120.0 849 93.1 120.0 30" 624 108.8 120- 40.0 87.8 80.0 F 3 37' 120.0 120.0 120.0 101.4 120.0 120.0 37* 81.8 1204 120.0 524 75.5 104.8 37, 50.6 88.2 1204 32.4 4&7 84.9 Z 42" 120.0 120.0 120.0 89.3 120.0 120.0 4T° 720 120.0 120.0 482 884 92.4 42" ".a 77.7 116.8 28.6 41.1 87.1 48' 38-3/8" 120.0 120.0 120.0 782 1128 120.0 48° 74-1/4' 83.0 108.9 120.0 40.4 59.2 80.8 48' 120' 39.0 88.0 102.0 25.0 384 50.0 54" 108.4 120.0 120.0 88.8 100.1 120.0 54' SBA 97.7 120.0 35A 51.7 71.8 54" 34.7 80.4 80.7 22.2 320 44.4 C 80• W. 97.6 120.0 120.0 624 90.1 120.0 6O' 50.4 67.9 120.0 323 484 64.6 80• 31.2 54.4 81.6 20.0 28.80 IS I4 88.7 120.0 120.0 56.9 81.9 113.7 88° 454 79.9 119.9 29.4 423 884 88• 26.4 49.3 74.2 - 26.2 36.4 72" 81.3 120.0 120.0 821 76.0 104.2 72' 42.0 73.3 108.9 28.8 384 534 72" 26.0 48.3 86.0 24.0 333 14. 19-1/6" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 120.0 120.0 120.0 889 1204 120.0 19-1/8' 89.0 120.0 120.0 87.0 82.1 114.1 ej ip 28-1/Z° 120.0 120.0 120.0 120.0 120.0 120.0 28-1/2' 100.8 120.0 120.0 84.7 93.2 120.0 28-1/2° 84.2 112- 120.0 41.2 893 6.3 30' 120.0 120.0 - 114.3 120.0 1270:0 30" 89.1 120.0 120.0 87.1 82.3 1143 30• 66.7 88.9 120.0 36.4 524 72.7 37' 120.0 120.0 120.0 92.7 120.0 1240 37' 72.3 120.0 120.0 483 86.7 927 37' 46.0 80.2 120.0 26.6 426 89.0120- 120.0 120.0 81.8 117.6 120.0 42' 63.7 111.0 120.0 409 56.8 81.6 42' 404 70.8 106.0 28.0 37.4 81.9 111 46" 4Z" 111.4 120.0 120.0 1 71.4 102.9 120.0 48" 84• 55.7 97.1 120.0 35.7 51.4 71.4 48' 132" 354 61.8 92.7 227 327 45.5 64° 994 120.0 120.0 63.5 91.4 120.0 54" 49,5 68.3 120.0 31.7 45.7 63.5 54° 314 54.9 82.4 20.2 20.1 40.4 �" 89.1 120.0 120.0 67.1 823 114.3 60' 44.8 77.7 116.6 284 41.1 57.1 80' 284 494 74.2 - 2&2 38.4 J 68' 81.0 120.0 120.0 51.9 749 103.9 00• 404 70.8 108.0 284 37.4 51.9 1 66' 25.8 45.0 87.4 - 239 341 I J 72" 74.3 120.0 720.0 47.8 88.8 982 72` 37.1 844 97.1 239 34.3 47.6 72" 23.6 41.2 81.8 219 30.3 O N 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 78.4 1129 120.0 19-1/8' 81.6 120.0 120.0 52.3 753 104.6 3 26-1/2` 120.0 120.0 120.0 107.3 120.0 120.0 26-1/2' 88.3 1 120.0 120.0 58.6 81.5 113.2 26-1/2• 589 1029 1204 37.7 64.3 754 30" 120.0 1 120.0 120.0 94.8 120.0 120.0 30" 78.0 120.0 120.0 Bob 72.0 100.0 30` 82.0 80.7 120.0 33.3 48.0 8&7 2 37• 118.9 120.0 /204 7&8 110.7 120.0 3Y 63.2 110.3 120.0 404 58.4 81.1 37" aa.a 734 1103 27.0 38.9 84.1 NW 4Z" 105.7 120.0 120.0 67.7 97.5 120.0 42' 55.7 97.1 120.0 35.7 51.4 71.4 42" 37.1 64.8 97.1 23.8 34.3 47.8 ye�1 48' SD-8/8° 92.4 120.0 120.0 69.3 88.3 1189 48' g6" 489 884 120.0 31.3 45.0 62.5 4g" 14q• 3.5 58.7 88.0 20.8 30.0 41.7 O o M S4" 82.2 120.0 120.0 827 75.9 105.3 84° 433 75.6 113.3 279 404 65.0 64° 28.9 50.4 76.8 - 28.7 1 37.0Z W. .- 80° 74.0 120.0 120.0 47,4 60.3 94A Be 39.0 88.0 102.0 254 384 50.0 60' 284 65.3 88.0 - 24.0 333 z 67.2 117.2 120.0 43.1 821 88.2 88' 354 81.8 027 227 32.7 484 66° 23.6 41.2 614 - 21.8 30.5 Z 72' 61.6 107.8 120.0 394 58.9 79.0 72` 6.0 32.8 50.7 8 20.8 30.0 41.7 72' 21.7 374 56.7 - 20.0 27.8 -I O� 19-1/8° 120.0 120.0 120.0 1194 120.0 120.0 1g-1/8" 1089 120.0 120.0 69.7 100.4 120.0 a W 28-//2' 120.0 120.0 120.0 86.3 120.0 120.0 28-1/2" 784 120.0 120.0 803 724 1004 np ARCHES TO BE INSCRIBED 30' 118.9 120.0 120.0 78.2 108.7 120.0 30` 89,3 720.0 120.0 44.4 84.0 58.9 ANCHORS TYPIM INSIDE RECTANG10Nt SWIPE O ANCHORS 37' 98.4 120.0 120.0 619 89.0 120.0 37" 88.2 9&0 120.0 384 519 72.1 HOPo26NTAL MULUON 42° 84.9 120.0 120.0 64.4 78.4 1084 42' 49.8 88.3 120.0 31.7 45.7 834 48' GLAZING 83" 74.3 120.0 120.0 47.6 68.8 052 48" 106• 43.3 75.6 113.3 279 404 55.6 � AL PR UCP 84" 8&0 118.1 120.0 42.3 81.0 84.7 S4' 38,5 67.2 100.7 24.7 3S4 49.4 YULUON 80" 89.4 103.8 120.0 38.1 349 78.2 80" 34.7 80.4 90.7 Z22 324 44.4 88" 84.0 94.2 120.0 34.8 49.9 89.3 88" 314 54.9 824 20.2 28.1 40.4 GLAZING OIASINfl PRODUCT PRODUCE 72' 494 883 120.0 31.7 49.7 83 a 72" 28.0 80.4 7&8 - 26.7 37.0 GLAZING GLAZING PRODUCT PRODUCT TMFiaAL• ALL LOADS ARE EXT.(+)/INT.(-). ANS • • • • • • • • • W1 w2 MULLION SPAN ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER • • •• • • • • • g • •• • • • • ••• • LOCATIONS AT HEAD, SILL OR JAMB ENDS. • • • • • • • • • TYPICAL MULLION ARRANGEMENTS FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. AHN (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH W 4N7 +w2 CML( ) 2 PIA.PE 70502 Approved as oom Iytu8%vi III CAN. • ••• ••• ••• ••• •!• i6RHldld L^ •� ••' :( A1V4G Hb�RS• • :•B ` p4AN ':3 1.Q14 drawing no. M14-01 j aag+ ... . . . . ... . . . . . . . . . . . . . •• •.• ..• . .. .. ... . ... . . TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CLIP(I ON EACH WING) 1 PER ANGLE \\ Z 1 ® ®1 \ 1 I I I FLOATING CLIP 1 1 2 X 2 X LE j SNUG FIT INSIDE MULL ALUM ANG I I Q 1-3/4'0C.A9�N. I 1 1—J/4'O.C.MIN. I 4 SMS I 1 �3 4 PER CLIP 2 PER ANGLE N 21 gIn ANCHORS TYPE A2 i TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE Mw.EMBED.MIN.EDGE GIST, LJ eD 1/4'DU.ULTRACONS SY'ELCO' CONCRETE 1-3/4' 2-1/2' (FU-177 KSI,"188 K5) Q C SHY OfUU.IN0 TYPICAL ANCHORS 1/4" (OWE 8 CRS) SCREWS METAL 1/8' 3/4' Z Z$� TYPICAL ANCHORS Z 4 PER CLIP(2 ON EACH WING) 2 PER ANGLE CONCRETE-Yo - 3000 PSI MIN. }+.� METAL - 1/8'MIN.THK.STEEL Py-38 KSI MIN. J )R� 1/8"MW.THK.ALUMINUM(8083-Ts MIN.) Q w wm OR ANCHORS MAY BE HEX OR FLAT HEAD. U /I ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR 1 \ I I I / WITH AUKKAUU--RRESIS CONNECTED W COATINGSS.SUCH AS BITUMINOUS MASWRY S BE PROTECTED + = I sN 8 ® ® 0 I I 1 I WATER—WHTfE METHACRYLATE LACQUER. L-------------- I I O I I I FLOATINC CUP I I 1 I SNUG FR INSIDE MULL I 2 X 2 X t 8' c ALUM ANGLt I 1 074 SMS (114 SMS 1 1-3/$MG MdN, 1-3/4"O.C. MIN. 4 PER CUP 2 PER ANGLE • •• • • • • ••• • •• ••• •• • • • •• h � VAD AHMAD CIVIL nw Apped m eo, I7ing aidt if FLA.AN//,b83 M • 000 ••• ••• ••• lilmidn Baud' a • • • • • • •Ua• O y TYPICAL. ANCHORS TYPE `A4' •• i • •• i • •• iNO ul Pr ••• :• 000 :• ••• • • SHAY Gf%6��,1 drawing no. M14-01 sheet S of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS e PER CUP(3 ON EACH WING) 3 PER ANGLE O Z 1 I R I I M E O 6 -FLOATING CUP I I I I h 1 I I i SNUG nT INSIDE MULL I I /,. X 1 18' ALUM ANC s14 SNS I i 014 SNS 1 I LE 1-3/4'O.C. MIN. I I 1-3/4'O.C.MIN. 1 I e PER CUP 3 PER ANRIE ® ® J VI J 0 TYPICAL ANCHORS: 3 ANCHOR TYPES SUBSTRATE IMIN. MBE. NFOIST. m ^ 4 1/4'DUH.ULTRACONS BY'ELCO' TY 2ANCHORS TYPE 'A8' (Fu-i KSI,FY-155 KMC°NCI fE 1-3/4" 2-1/2" g 0 OM 0M _DRILLING DI 1/4" A.(OWE�) SCREWS METAL 1/8' 3/4' Z Z LL.3 Xt 3 888 CONCRETE- fc-3000 PSI MIN. Z METAL a 1/8'MN.THK, STEEL Fy-36 KSI MIN. Q W rn 0:18§g g 1/E'MIN.THK.ALUMINUM (5083-T5 MIN.) ANCHORS MAY BE HEX OR FIAT HEAD. 0 ALL CLIPS AND ANGLES TO Fir SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT COATUM, SUCH AS BITUMINOUS PANT OR WATER-WHITE METHACRYLATE lAmtER. 0 •• ••• • • • • • •• EAV.JAWS AHMAD d •y�, FLA PC 70891 �914IIY0�ee1 D�10 CAN.39.96. •• • • • • • • • A6 • •• • • •• • • • p drawing no. •• • • MAY 2,3 014 M14-01 lar—....^. J eheet g of Q ••• • • • ••• • • TYPK:AL ANCHORS TYPICAL ANCHORS 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE \\ \\ \, 4INI \� OR BLOOK O 1----------...1 1 1 I I I I FLOATING CUP 1 I I SNUC FR INSIDE MULL I I I I ALUM2 NGLt X 1 114 SMS 7 1 -3/4 MIN.4 PER CLIP I 1 1-324PR ANGLE 1 I 10 C1 z J o ANCHORS TYPE `$2' TYPICAL ANCHORS: � ANCHOR TYPES I SUBSTRATE N.EMBED.MON.EDGE DIST. I X6 1/4'DTA ULTRACONS BY'ELCOMASONRY 1-3/4' 2-1/2' LU (FU-177 KSI.Fy=185 KSI) WOOD 1-1/2' 1" '=otn WOOD =2BY WOOD BUCKS OR WOOD STRUCTURE S.G. =0.55 MIN. t+Ml MASONRY n C-SO HOLLOW/FILLED BLOCK fm- 2000 PSI MIN.TYPICAL ANCHORS _Z Z 3 4 PER CUP(2 ON EACH VA 2 PER ANGLE , TYPICAL ANCHORS MY OR 20Y WOOD BUCKS NOT BY ECO WINDOW J O d, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE Q L)of g OR D eLOb1C ANCHORS MAY BE HEX OR FLAT HEAD. 3-------------- I I I I c I 1 I I FLOATING CLIP SNUG FR IMIDE MULL I I I 2MUXM2 X L�8' X14 SMS I 1 /14 SMB 1-3/4'O.C.MIN. 1-3/4"D.C.MIN. 4 PER CUP 2 PER ANGLE • ® •• ••• • • • • • •• .S o • •• • • • • ••• • g 3 •• •!• •• • • • •• &W JAVAD AHK4Dd 1 CaAL • ••• ••• ••• ••• �P o UoAd� yTag aid113o �" 0"23/8"MIN. 2 7/8' �• • • •• • •• �>a 8 �' TYP. TYPICALTYPICALi ANCHORS TYPE Bla •• • • • • • • y° e (Y `�0 4 0 • drawing no. •!• •• •• • ••• ••• w qtr} M14-01 ahset 7 01 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • u � TYPICAL ANCHORS TYPICAL Amob= HORS O 4 PER CUP(2 ON EACH WING) \\ \\ ® ® � I I $ n V 1 t Q yy 1 I g C_____________________ 1 1 I I 1n.gf� j 1 I [FLOATINGFICUP I I I 2 K 2 X //8'SNmUG FIT INSIDE MULL U ALUM ANGLE #14 SMS SMS 1-3/4'O.C.MIN. I I 1-3/4° MIN. 8 PER CLIP 3 PER ANGLE li�q J In J O 0 TYPICAL ANCHORS: i3 ANCHOR TYPES SUBSTRATE MIN.EMBED.MIN.EDGE DIST. 1/4°DIA ULTRACONS BY'ELCO' Ll 4' (FO-177 KSI.Fye155 KSQ WOOD I 1-1/2° 1" V3 ?'o TYPICAL ANCHORS TYPE 'B4b' oM WOOD - 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. 0.58 MIN. f MASONRY-C-90 HOLILOW/fILLEO BLOCK fm -2000 PSI MIN. Z z BY OR 28Y WOOD BUCKS NOT BY ECO WINDOW j Z MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER O d THEM TO BUILDING STRUCTURE W(mm d ANCHORS MAY BE HEX OR FLAT HEAD, 0 0 •• ••• • • • • • •• • •• • • • • ••• • 0. 00 Engn JAV�AN •� g Appmvedasomnoyfiawmat FLA.OE 7 70591 3J $ • ••• ••• ••• ••• • 17wida 0419 CAN. sae • • i •• • • nate • • INOAY 8 •• • • • • • • • eMt aqo-" � l'.'• •• • • •• • • • � Browing no. •• _ P+3�Y) 2 3 20 4 Ml 4-01 ahaet 6 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ��pp , #14 SMS EY�U Qq SEE CHART FOR QUANTITIES TUBE MILLION {0 b ------- --------- TYPE Aa ancHGR No.of CHART SCREWS X14/WE TraE Q a ( �, 1/5"THICK ALUM CHANNEL 1 I LENGTH TO FIT SNUG INTO MULLION TUBE MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOY/INSTALLATION CF CUP ANGLE CAILK JOINT AFTER ASSEMBLY I I 1131 I 2° 2�14O.C.FH SMS 1 MIN. j I ACCESS HOLE SEE CHART FOR QUANTITIES I I U Z - -i -- W BrTHIS IOM CAN BE INSTA LLED QJ EITHER 1 X14 FH SNS 1 1 f OM DIRECTION 1 L 2 PER CUP I I 1 :a I"O.C.WIN. a Wrn� � 1-3/4'X 2"X 1/B'(FOR 29Y NBE� 3f4'X 2"X f/B"FOR f1BY TUBk7 O AN CUT TO FR SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION #14 SMS SUBSTRATE 1U. MSV. EDGE 01ST.MIN.CL TO CL SPACMG •• • •ALItPAINYM • .S/E� •• 1/2' 0 0 E,qr.J CML1H fla PE/L r2 • •.• ••• •.• •.• • •'°0'0ji1Yb>s 1Yjd11kP CAA 70 j $ • •• • • •• • • • • 1 i drawing n0. •• - P!iAY 21 2014 M14-01 ,1n�at 13 or a . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . MIAMI-DADE MIAMI--DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADIMIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidade.¢ov/economy Eco Window Systems,LLC 9114 NW 106 Street Medleb FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may, immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if'it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 50"Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-40, titled `Bco-Guard Series-50 Alum. S.H. Wdw. (L.M.I.)", sheets 01 through 04 of 04, dated 07/18/12, with revision "A" dated 11/25/14, prepaleA py Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami Dade Cou%Zrbduct...... Control Section Revision stamp with the Notice of Acceptance number and expiralion•dite by.the Miami- Dade County Product Control Section. •••••• .. 0000.. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant '••••• :0 0 0 0 •.•• LABELING: Each unit shall bear a permanent label with the manufacturer's naule•9r logo;ctt3r,•state,..... model/series, and following statement: "Miami-Dade County Product Control Appmted'b unlep Qtly�Fwise••:••• noted herein. •• •• • •• *000:0 RENEWAL of this NOA shall be considered after a renewal application has been:*AIN ind thgre hqs been0•• �. 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 both a Yevisigd bt Changeo .... in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an etidors6ment 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 .fhe manufacturer or its distributors and shall be available for inspection at the jab site at the request of the Building Official. This NOA revises NOA No. 12-0820.08 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 Jaime D.Gascon,P.E. NOA No.14-12 1 Fnane Expiration Date: November 21,2017 Approval Date: April 02,2015 Pagel- Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBAHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W12-40, titled "Eco-Guard Series-50 Alum. S.H. Wdw. (L.M.I.)", sheets 01 through 04 of 04, dated 07/18/12, with revision "A" dated 11/25/14, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per 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,Type"A-A"Window,Grade 10,Level LV 1 per ASTM F 588-07 and per FBC 2411 3.2.1,TAS 202-94 7)Standard Test Methods for Deglazing Force of Fenestration Products per ASTM E 987--88 (2009) 8)Standard Test Methods for Determination of Operating Force of Sliding Windows and Doors per ASTM E 206840(2008) along with marked.up drawings and installation diagram of a single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-§9§1 dated 07/02/12, signed and sealed by Marlin D. Brinson,P.E. ,. •. (Submitted under previous NOA No. 12-0820.08) • C. CALCULATIONS """ • 0000.. 1. Anchor verification calculations and structural analysis, cotapt3alig wof FBC St....• Edition (2014), dated 11/18/14, prepared by Al Farooq ration,:s�jgaid. and.:..' sealed by Javad Ahmad,P.E. •• •• •• •••••. 2. Glazing complies with ASTM E1300-09 • •"' ' . • . . . .0000. 0000.. D. QUALITY ASSURANCE ..' ' 0000 .•••••• 1. Miami Dade Department of Regulatory and Economic Resources(RER). •• • Jaime D.Gasco P.E. Product Control Section Supervisor NOA No. 14--1212.02 Expiration Date: November 21,2017 Approval Date: April 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5' Edition (2014), and of no financial interest, dated November 18,2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. E. 2. Laboratory compliance letter for Test Report No. FT1 -6951, issued by Fenestration Testing Laboratory,Inc.,dated 07/02/12,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No.12-0820.08) G. OTHERS 1. Notice of Acceptance No. 12--0820.08, issued to Eco Window Systems, LLC for their Series "ECO-Guard 50" Aluminum Single Hung Window - L.M.I., approved on 11/21/12 and expiring on 11/21/17. 0000 . . 0000 0000.0 ..000 .. . . . 0000.. . 0000.. 0000.. .. .0606. 0000 66666. 0000 0000. 00066. 0• . 66000 . . 00 00 . 00 0000.0 -66.6. - . . 00 - - 0 .6.-.• 0000 . . . -6-006 00 0 Jaime D.Gascon-,P;E. Product Control Section Supervisor NOA No.14-12i7.02 Expiration Date: November 21,2017 Approval Date: April 02,2015 E--2 DESIGN LOAD CAPACITY- PSR FLANGE DIMS. 6/18 LAL1.CLASS WINDOW WIDTH I N 18-1/8' 5.0 60.0 47 3/4" 37' 26-1/2° 555.O OD-0.0 60.0 D.L.O.(FD(. LITE) F' (4SS) _ 44` 55.0 80A 5 I/2°MAX. � 10 63-1/8' 5.0 �. ma 19-1/8' 55.0 60.0 1/8°ANN. GLASS HEAD HEAD iv 28-11 55.0 60.0 A N a• 38-3/6' 080'Intedoyer 37' 55.0 60.0 Saflex Clear And Color GWee $ h 44' (4) 66.0 60.0 By'Eastman Chemiaol Co: 53-1/8° 55.0 60.0 1/6'ANN.GLASS i 18-1/8' 55.0 80A D v � 26-1/2" 55.0 8DA �7r 37' 80-5/8' 55.0 60.0 m DOW 8E DOW Sea J B 6 $ 44' (S) b5.0 -' B04 z�' M o \ 54-1/8' 55.0 60.0 18-1/8° 55.0 60.0 28-1/2° 53.0 604 63° 37' 5510 60A 44'1/8 (8) 56.0 804 M � 53- " 55.0 6D.0 V 8 1 fA 18 . c . 53.28-f/2' 78' 0 { II iI B04 37' (8) 55.0 604 61.A21NG DETAU I 44° 55.0 604 FALSE MUNTINS / NO ANCHORS AT SRL m LL •NO. IN PARENTHESIS INDICATE N0. OF (SURFACE APPUED)J I i3 ANCHORS PER JAMB. OPTIONAL 47 3/4° D.L.O. NEM) z 3 50 1/8• Z VENT WIDTH UFAIII wig TESTED UNITS ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ABOVE APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 9 R COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING SS MIAMI-DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. P THIS D EI�D Q ND TESTED TO COMPLY WITH THE • Ula' E F�ORl1tL0 CODE INCLU04NG HIGH VELOCITY o a 'OU E • • • THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT, o ••WOdD•&CKS V OTHft, MbST•BE%ftHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. n LOADS TO THE STRUCTURE. E.V JAVAD WAAO m Q ANCHORS SHALL BE AS LISTED;SPACED AS SHOWN ON DETAILS, ANCHORS Mi FLA.PE70502PROoDUCT7TREVISED rlda � • B�DMEi �ASF� T'RWMill the 7L ii BE BEYOND WALL DRESSING OR STUCCO. C.A.N. B•ildl%Coda 6 �. NOTE: • • ANCHORING OR*OADINIG CONDITIONS•NOb S WWN IN THESE DETAILS ARE AoeepleacoNo ) .QQ� y NK PART OF•THIS APPROVAL • • • Bxpi Da $ GLASS CAPACITIES ON THIS SHEEP ARE •• • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) ••• A•IOAD DUWTIQN NC:%W IS:SEJ IN•OE&I OF ANCHORS INTO WOOD ONLY. By {(� AND FLORIDA BUILDING COMMISSION • 2014 Mian, drawing no. AITTERIALS IN&UDING%UT NOT UIXTED TO STEEL/METAL SCREWS,THAT DECLARATORY STATEMENT DCA05-DEC-219 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W12-40 REQUIREMENTS OF THE FLORIDA BLDG. CODE. Sfieel of 4 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TYPICAL WOOD BlaYK SCHORE TYPICAL ANCHORS 2BY`000 Bt1GK �� S - .. FOR QPACING FOR SPACINGrr==---------------'1 WOOD E 4° n fOGE.D.4° I MIAMI—DADE COUNTY APPROVED I i N a.a. .. .a •.: d. ° ° METAL I I MULLION&MULLION ANCHORS I 1 STRUCTURE ISEE SEPARATE NDA II "j EDGE I I EDGE Dlsr, I I EDGE I 0 3� DIST. 1 S 8 \ \ < TYPICAL ANCHORS TYPICAL ANCHORS '?R SEE ELEV. SEE ELEV. p FOR SPACING FOR SPACING @QS WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. -� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. J TYPICAL ANCHORS: SEE ELEV. FDR SPACING p$ J t 2 OPTIONAL TO SPRING LATCH 1/4" DIA. TAPCON BY 'FRN' (Fue125 KSI,Fy-100 KSQ x t f4" Dl4 ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI)) O INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O 5 1-1/2" MIN. PENETRATION INTO W000 n THRU 1 BY BUCK IN OR CDIR1E/ - /4" MIN. EMBED INTO CONIC. OR MASONRY g oM (sT CTLYINTO CONIC. OR MASONRY-14" MIN. EMBED INTO CONC. OR MASONRY z �. 1/4" DIA. TEKS OR SELF DRILLING ING SCREWS (GRADE 5 CRS) W S INTO METAL STRUCTURESSTEEL : 0 t ALUMINUM 2. GA_ MIN.HK.FMIN. (6063-T5INMIN. ) tx (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o g~ ,A14 SMS DR SELF DRILLING SCREWS (GRADE 2 CRS) ° c$ INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") 9 R (NO SHIM SPACE) cB t i 13 TYPICAL EDGE DISTANCE S WTO CnmcgFTF etin MeenNtzv c �_t 18 INTO WOOD STRUCTURE m 1" MIN. t5 ; •• ••• • • • • • •• INTO METAL STRUCTURE - 3/4" MIN. c• Ot I� x9 • • •• • • • • • WOOD AT HEAD, SILL OR JAMBS SO - 0.63 MW. a C IS p, •• •• • i •• •• CONCRETE AT HEAD,SILL OR JAMBS Mc - 3000 PSI MIN. •• ••• •• • • • •• C-90 HOLLOW/FI LED BLOCK AT JAMBS Pm 4 2000 PSI MIN, a a Erigr:JAVlO AHMADCIVIL , PRODUCT RBVISBD " • a °, • ••• FLA. as PE with I� •• CAN Bw1riCde S aS ',•..a• '�+a v'�_..•a. —_ • • • • • • • • • Ea i'tL- Doc e ...a.. •• • • • • EAU ��4 M Browing no. 3/a•LONG WEEP NOTCH ALL JOINTS AND FRAME CONNECTIONS SEALED WITH W12-40 AT EACH END JOINT SEALER. sheet of 4 • •• •• • • • •• •• ••• • • • ••• • • ITEM p PART p READ. DESCRIPTION MATERIA. MANF./SUPPL=/REMA= M4"Y g 1 E51 1 FRAME HEAD 6063-TB - 1 2 E52 1 FRAME SILL 6083-76 3 E53 2 FRAME JAMS 8083-76 4 E54 1 FRED MTG. RAIL 8083-78 5 ES5 _ _ 1 VENT TOP RML_ 8083-78 8 E58 1 VENT BO7TOM RAIL 6083-TO - Qj 7 07 2 VENT SIDE RAIL _ OM-TB - -- O E58 AS RECD. GLAZING BEAD(5/18'LAM.CLASS) 0063-TO 9 E59 2/VENT SASH STOP 5083-T5 - - s 12 SL203P 2/VENT SWEEP LATCH ZAMAK SULLNAN&ASSOC. qqq ygygyg 12A p8 X 5/8' 2/LATCH LATCH INST. SCREWS --- ST.STEEL FH SMS n 13 FY-113 2/VENT SPRING LOADED LATCH 6083-To _ ALTERNATE TO SWEEP LATCH O 13A - 1/LATCH LATCH SPRING ST.STEEL - MIAMI-APPROVED LLa PPRO ADE COUNTY TYPICAL.ANCHORS 1� EOD. FRAME :VENT ASSEMBLY SCREWS CRS PH SMS AVED MULLION SEE ELEV.FOR SPACING 14 X 1` AS Rd moi] SEE SEPARATE NOA 15 0207 AS RECO. BOTTOM RAIL SEAL-SERIES 101 NEOPRENE ULTRAFAB 16 E203 AS RECO. GLAZING BEAD BULB SANTOPREIE OLTRAFAB --- 18 W23181 AS ROD. FIN SEAL W'STRIPPINO - ULTWA13 20 - 2/VENT BLOCK AND TACKLE BALANCE I I 21 E60 2/VENT SASH CAM _ NYLON 110 22 - 1 8/16'BOX SCREEN OPTIONAL � 1n 1 I I I 23 - 2/LITE SETTING BLOCK EPDM OUROMEIER 85*5 SHORE A 3 g I I (A It II � 3"o o WINDOW WIDTH � WINDOW WIDTH $3 TYPICAL ANCHORS z �i SEE ELEV. , FOR F NO Z s W�� IM O lay 1/4-MAX.SHdI SHIMS W000 BUCKS SHIM VENT WIDTH B C TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING $@R s METAL STRUCTURE o • • n � Q 00 14 EXTERIOR •• ••• •• • • • • 3 n a D.L OPG. Engr.JACIVIL O PRODU4T RBVISBD °� ,° FIA.PE#70582 m camPMaB wilh du FIwIJa u • ••• ••• ••• ••• CAN. BMildioB Godo WINDOW WI • • s • • • : .. Acapmea b 5 • •• • • •• • • • • 201 'H \ A_ Browing no. W12-40 ' Ghost 3 of 4 , ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .082 I 056 14 t4 N 1.344IV' .825 .531 2.1133 .062 O § L / � F � .875 i FRAME HEAD .925 976 'a- 2.997 �. O FRAME JAMB O .825 � OSO 1.719 '3� 24-�j dl A82 1.081 .789 Li Q FX MEETING RAIL Q GLAZING BEAD 1.080 1'203 VENT TOA CORNt`,? 1 A88 .825 062 0 1.125 A• _ 2 iq 1.750 .050 rra. .875 _FRAME TOP CORNER vi i5 gas II�� .384 Imo - A92 1 3 0 875 Q VENT SIDE RAIL CpS 1 ® VENT TOP RAIL Z 3 .975 14 �Z gt 1.895 O 8vf LLJ .062 1.010 W .828 .062 y� i O 058 1'�s 1.125 TV. Q SASH STOP 1.247 .878 © VENT BOTTOM RAIL $ 1.254 1.445 079 i VENT BOTTOM CORNER Z4 r 2.258 •• •.• • � • ! • t 14 .983 • •• • • • • ••• • �< •• •.• •• • • • "J• 1789 w 2448 SPRING LOADED LATCH FRAME BOTTOM CORNER .082 9r MODUCTABV198D °6 •� FLA.PE B 70892 eOmw9 vA18 81e PIQ1de • ••• ••• ••• ••• • O.A.N.'3838 B'ui'it•Code,w, ' �•, OSB • • • • • • • • ri iop ai v'► 7YP. • o • • • • • t Bzeimtio�DLF me i^-2.357 ••• • ••• :• ••• •!• 1�y �- o / M.h FRAME SILL 22 14 • •• •• • • • •• •• ••• • • • ••• • • MIAMI-QADE MIAMI DADE COUNTY M 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 CE (NOA)EQ -AA"A-VU9PANmm.mismidedcgov economy ILI7Medley, ow Systems,LLC 106 Street L 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,inchuling the High Velocity Hurricane Zone. DESCRIPTION:Series f°Eco-Guard 300"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-20,titled"Eco-Guard Series-300 Alum Fixed Wdw. (L.M.L)",sheets 1 through 5 of 5,dated 03/23/09,with revision D dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County rroduct.C'bM&I Revision stamp with the Notice of Acceptance number and expiration date by the Marti-pade Ciunor Product Control Section. •..�.• i �..• 1 MISSII.E IMPACT RATING:Large and Small Missile Impact Resistant ••••'• • LABELING: Each unit shall bear a permanent label with the manufacturer's i,;W,®r iogir vi;^ statei.6 0 model/series, and following statement: "Miami-Dade County Product Control Approvvi", unlasciherwisps„.s• noted herein. •o G• • 00 Goes.. RENEWAL of this NOA shall be considered after a renewal application has bedrGfiSdd and thea'has been •, no change in the applicable building code negatively affecting the performance of f is plroduct. •o G:. ""•' TERMINATION of this NOA will occur after the expiration date or if there has kdh I revismia 4r ehang$••••; in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an eaoonsement 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 distrUx omAntshall_be-availablefotinsp tion at the job site at the request of the Building Official. This NOA revises NOA#140317.03 and Onsists 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.15-0715.10 ` I�AMFDADE COUHrTY Expiration Date: June 17,201.9 1 84 tJ Approval Date: September 03,2015 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20,titled"Eco-Guard Series-300 Alum.Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5,dated 03/23/09,with revision D dated 07/08/15,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 along with installation diagram of a 971/4"wide x 961/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192A,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0413.08) 2. 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 971/4"wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Tgsk&Inc., Test Report No.HETI-08-2192B,dated 01/15/09,signed an(tsWtd by CAft8fdo F. Font,P.E. (Submitted under NOA#09-0413.08) •• •• • 0000.. 0 .. .0000. 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94..:.. 2)Uniform Static Air Pressure Test,Loadingpor•FBC,TEAS, 0294 • 3)Water Resistance Test,per FBC,TAS 202-94•• • 00: along with installation diagram of a 48 1/4"wide x 96 3/8"hiM- ce-Guafd•s.e. ...0'ri�es 30F.:•• . .. . aluminum circular arch top fixed window,prepared by Humc;.l;,gginee.ring& Testing Inc.,Test Report No.HETI-08-2193A,dated 01/15/08,Agi�ed and sealed by-•••0• 00000. Candido F.Font,P.E. (Submitted under NOA#09-0413.08) : .•. :0000: 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 20f-94 000 • 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 • along with installation diagram of a 481/4"wide x 96 3/8"high Eco-Guards 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193B,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#09-0413.08) 5. Test reports on: 1)Large Missile Impact Test per.FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 47 5/8"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No: HETI-08-2194,dated 01/15/09,signed and sealed bCandido F.Font,P.E. (Submitted under NOA#09-0413.08) Manuel PereA AE. Product Control E a ' er NOA No.15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(corrcnvuED) 6. Test reports on: 1)Air Infiltration Test,per FDC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 50 5/8"wide x 63 1/4"high Eco-Guard series 300 aluminum fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI-08-2195A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NVOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5a' Edition(2014),dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL,CERTIFICATIONS •••• 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray AmpriVal.1ne.fdr their ••••:• "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring d$ 12/11/1 V• •• •• 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray.An*Tjq%,Ine.for;;eir . "SentryGlasO(Clear and White)Glass Interlayers"dated 06125/15,extirix&on :• 07/04/18. ••• •••• • ••••• •••••• •• • ••••• F. STATEMENTS •• •• •• •••••• 1. Statement letter of conformance,complying with FBC-5'd Editiod(Z014),.and of no .•••:• financial interest dated Jul 8 2015 issued b Al Faroo Co o #'on signed• � and • sealed by Javad Ahmad,P.E. •• 000:00 '•:•• • G. OTHER 1. Notice of Acceptance No. 14-0317.03,issued to Eco Window Systems,LLC for their Series`Eco-Guard 300"Aluminum Fixed Window—L.M.I.,approved on 04/10/14 and expiring on 06/17/19. Manuef Pez, .E. Product Control MQTMAer NOA No.15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-2 E�l x.ses .082 WIDOW WIDTH �! QI .6� 60 FALSE MUNE OIL OPG. Z &� (SURFACE APPLIED) � IIFFQii" 1.813 b79 OPTIONAL A t 1.000 —4 2.811 3 m 64�j 7.082 Q FLUSH FRAME ADAPTER 2.790 Qi FRAME HEAD/SILL/JAMB C .790 7-- II II O2 GLAZING BEAD }1.0701 375 II II jjl .090 _=m---_--�r- I I� m Q3 ANCHOR COVER 3 t M OoM AR MAx. 3 z /SILL HEAD/SILL O' • We+e � TYPICAL ELEVATION E -QUARD SERIES-300 0 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2, S.lA4S D.L.O. DIMS, o a APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE D.LO. HEIGHT d WINDOW HEIGHT— 3.825' `o R € D.L.O. WIDTH m WINDOW WIDTH — 3.825" COMI�NATION5 OF FIX./FIX. OR FIXED WITH OTHER r 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 1 • • • • • • • • • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY J • • •• • • • • • e'e G HURRICANE ZONE(HVHZ). • •• • • • • ••• • a m o 0 'HOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER •• ••• •• • • • •• LOADS TO THE STRUCTURE. Q ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETA ,ANCHORS THESE WIN�WS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. JAS RSARW PRODUOTRBVISBD EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSING OR STUCCO. • ••• •• SHUTTERS ARE NOT REQUIRED. FLA PE 1 70882 aWM w1168tOF1diE• ,� ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • • • • • • • • AccammN•1-5_0715.�� t NOT PART OF THIS APPROVAL • • • • • • • • » Dme ij A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •• • • • • • • • • b • •• • • •• • ♦ • • BY MATERIALS INCLUDING BUT NOT UMTTED TO ETAL SCREWS,THAT •• • • • • • M drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MA W S SHALL MEET THE 10 2015 REQUIREMENTS OF THE FLORIDA BLDG. CODE. W09-20 ehe•1 of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACM-PBF DERION IDADMER7EF� 4 3/16`ANN.GLASS 3/18'HEAT STREN'D.GLASS WINDOW DIMS. GLABB TYPE'C GLASS TYPE'D' WINDOW DIMS. I OUBB TYPE'O' I *Ass TYPE'D' &noo*into .090"090'Nefter YAOTH(W)LENGTH(y IXT.(+) 1Nf.(-) EXL(+) 1Nr.(-) WIDTH(Y�LENGTH{I� p(i'.{+) INT.(-) •(+) 1NL(-) qp 3entryolae 24' 734 80.0 8010 9oA 28=1% 7610 --m-A-T Boa goo By'Kuroro7 Amerke,Oic' By'Kuraray Amertm,6ic' 30' 784 Bo4 8010 BOA 37' 7810 8010 8010 goo 3/16-ANN.GLASS 3/18'HEAT StREN'D.GLASS 38° 7810 80.0 BOA ODA 83-1/8' 28- 76.0 60.0 8010 90.0 SILICONE 4Y 36' 7610 804 BOA BOA 74' 76A 80.0 80.0 BOA DOW CORNING BBB DOW NCORNING 899 48' 78a 80.0 8010 BOA 28-1/2' 76.0 80.0 80.0 9010 GE SCS 2000 �+ GE SCS 2000 84' 76lo 8010 8010 ODA 37' 38-3/8' 73.0 60.0 0010 Smo e 80' 7310 8010 8010 80.0 83-1/8- 78.0 BOA 8010 90.0 Q �t L I 88' 784 BOA solo 9010 74' 78A 80.0 80.0 80.0 (� '1_p 4I II 4 I I W II 11 8 \M I 3 72' 784 solo BOA W.0 x-1/2' 78A solo 80.0 80.0 >Q � II II AT 1/4 POM °i II i AT 1/4 POINTS 24' 784 BOA BOB 9010 37' i0-S/0' 7810 80.0 solo 80.0 II II 8 ON LRES WIDER ii 'i 0 ON LITES WIDER �° 784 rAA 604 9010 83-f/8' 71J 78.0 8910 9010 TFI/44 38'ONLY THAN 38'ONLY 38' 73A BOA BOA 8010 74' 71.3 73.1 Bolo 9010 42' 4. 73A 8010 804 BOA 26-1/2' 78.0 80.0 BOA 9010 48' 780 8010 60.0 8010 3Y 63' 78.0 80.0 80.0 9010 d8 X 1-114°SMS p8 X 1-114"SMS 84' 7810 8010 BOA 8010 63-1/8' M71514 72.8 BOA 90.0 AT 3-1/2 FROM ENDS AT 3-1/2 FROM ENDS 80' 7810 8010 BOA BOA 26-1/2' 80.0 8010 80.0 AND 10'O.C. MAX. AND 10'O.C.MNX, 96' 764 8010 BOA 9010 37' 75' BOA 8010 00.0'C' GLASS TYPE 'D' 72' 784 78.6 80.0 80.0 83-1/8' 89.8 80.0 90.0 GLAZING OPTIONS 24' 7610 604 BOA 80.0 30' 78A sob 804 9010 (!) 38' 734 Boa 80.0 90.o W 42' �. 73.0 80.0 6010 80.0 46' 764 80.0 80.0 80.0 e4° BOA 71.3 8010 80.0 n 80' 80.2 84.2 804 80.0 L WIDTH BB' (102 64.2 BOA 90.0 ` C WINDOW WK1TH p-WIN-DOW-WID-T-H� ,� �,,I 72' 1 80.2 80.2 8010 80.0 "' % I f 24' 75.0 80.0 804 90.0 /0" Z -ll 30' 73.0 80.0 BSA Mo ; TCt I I I I 3B• Tao Bolo 00.0 solo W a % 42' 7Y 76.0 Bolo 60.0 goo 4B' 7810 78.8 Boa 90.0 3i I I mi I I 84' 88.8 71.3 80.0 90.0 WIDTH AND LENGTH DIMENSIONS OA�120 VERTICALLY OR HORIZONTALLY AS _J 80' 80.2 84.2 8010 80.0 24' 7310 80.0 8010 80.0 -VMMWW WIDTH- WINDBW WNT}i 30' 73.0 80.0 �.0 90.0 < -jl 38' �. 78.0 80.0 SOD SOA o R f' 42' 70.0 70.0 BO.O 90.0 48- 08.8 88.6 00.0 goo 34' 84.3 64.3 80.0 90.0 3 i I 24' 78.0 80.0 804 9010 3078 J. W. •i i i ••• :36: •B8- 78.0 0 7610 7&2 80 0 80.0 (-i 1 • •• • • o 60.0 goo e • NOTE: $S S B • •• • • • • 14Wb • 64.8 84.6 80.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE WINDOW YBDTH WNDOW WID7H WINDOW YADIH I • I • • • • • •48'• • - 38.8 39.8 804 Sol- BASED ON ASTM E1300-09 (3 SEC. GUSTS). <moo • •• •• • 1L 24' 764 80.0 8010 80.0 1. 30' 108, 78.0 B04 BDA 90.0 Engrs cm PRADUCTRBVIBDD T • ••• ••• 36' • • 74.6 74.3 80.0 90.0 FLA 2 ie eemplyWBvAththe ehdit $ f • • a2�' e1b 61.e 80.0 Sao cAN• mpt Net D I$!O • • 24• • • • 76.0 80.0 BOa 90.0 Irmian DOD �•1 � � $ a! •• •• • • • •• *314. it• 7810 $olo 80.0 90.o By 6 . � ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABM OR SIMILAR CA%9E • • •OR RECTANmE As 38' • • 74.8 lab 80.0 80.0 Mivmi drOwing n0. . SITYEQ NDN DOTTED INESNG PICTURE WINDOW SHAPE WITHIN AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. JU 2015 WO9-ZO sheet of • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1BY TAWAI.ANCHORS WOOD SUCK SEE ELEV.FOR SPACING MEDAL TYPICAL ANCHORS D BUCK l� STRUCTURE SEE ELEY.FOR SPACING OR 1� .',a i a' a a .• :,a'• I MIAMI COUNTY APPROVED WOOD RE Ia •:q a_< a MULLION&MULUON ANCHORS Q SEE SEPARATE NOA I i 3 lip rT TYPICAL OR ANCHS dI !I �j SEE M".FOR SPACING SEE ELEV.FOR SPACNO !! jl 111101 I !! TYPICAL ANCHORS: sEE ELEY.FoR SPACING I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/a" DIA ULTRACON BY 'ELCO' (Fu-177 KSI,F-155 KSQ AND TRANSFER THEM TO THE BUILDING STRUCTURE, '106_28Y WOAD 9UCK5 OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD N THRU 16Y BUCKS INTO CONC. OR MASONRY ii 1-1/4' MIN. EMBED INTO CONC. OR MASONRY Pi !� DIRECTLY INTO CONC. OR MASONRY 1-1 4' MIN. EMBED INTO CONC. OR MASONRY r $ W GRADE 2 CRS 38 O INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. — 1/8") Z w� W !I INTO METAL STRUCTURES Z I '! STEEL : 1 8 THK. MIN. F ! !! / " (y 38 KSI MlN.) 0 m i ALUMINUM : 1/8'THK. MIN. (6063—T5 MIN.) W�Q ! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL D c DJSTANCF 'I :I INTO CONCRETE AND MASONRY = 2-1/2" MIN. !I ' 0 NTOOD STRUCTURE=v MIN. !! !! 4tl MINTO METAL STRUCTURE = 3 IN. i! it / dl�a WOOD AT HEAD, SILL OR JAMBS SO 0.68 MIN. o!I !'it CONCRETE AT HEAD,SILL OR JAMBS 1'c- 3000 PSI MIN. S$ HOLLOW C-90 FILLED BLOCK AT JAMBS fm a 1800 PSI MM. / !i !i j! 3 SEALANT: i! i! I • • • • • • • • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH • • •• • • • • JOINT SEALER.go $0 5 5 OI 1 • • • • • • \ i rgr:J SAN PRODUCT REVISED FIA. 70892 as eamplylag with ft Flarldi d .. ° �. .,, '• • i�•'... ' • I AaaptmuoN•lS•0715.�� I� �t k • • •` i • ." s •• .�. • E taUoaDak I • 't• �•' • °A.• N EY 'e i TYPICAL ANCHORS . I Mtmal tlrewln no. ^ illyj SEE ELEV.FOR SPACING •• .i WOOD BUCK • • FOR SPACINGJUL 2015 W09-20 sheet of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rm/ PART/ RBQD. 01002MMIN MATOUL 1NANF./SUPPLUS/RffiG7B(S {� I FY301 2 FRAME HEAD/SILL/JAMB 5083-TS 2 FY302 AS RECD• GLAZING BEAD- 7/18"CLASS 8083-76 - �I 3 FY3D3 AS REGI. ANCHOR COVER 8083-78 - 1/8'TI&. 8 = 4 E203 AS ROD. GLAZING BEAD BULB NEOPRENE ULTRAFA3 8 ALUM STRAP 3 FL13-80 1 MASS SPACER- 1/8'HIGH SILICONE -FRANK LORE 8 X10 K 1' 8 FRALIE ASSEMBLY SCREWS CR9 H'Fi SMS 7 FY120 - FLUSH FRAME ADAPTER 6083-TB OPTIONAL 8 - 2/UIE SETTING BLOCK EPDM DUROMERER 86t5 SHORE A WELDED JOINTS ci J MIAMI-RADE COUNTY N APPROVED MULLION RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS SEE SEPARATE NOA �ANCHORS SPACING CORNER DETAMS iU �n 00" o - - Z 3i w�� TYPICAL ANCHORS SEE ELEV.FOR SPACING WDfDOW WIDTH WINDOW WIDTH 1/4'MMI. I/4'MAX. � SHIM 1/4'MAX. SHDAS TYPICAL ANCHORS a!4 SHIM © SEE FOR SING SEE M".ANCHORS TYPICAL C 'FOR SPACING $ Q 3 $b • V•o •• ••• • • • METAL (, • • • • • • - STRUCTURE • • d, SooS WOOD K .._.._.._.._.._.._ .._.._.. .._ _. _._: :. • " WOOD STRUCK! r.JAVAD 1'RODUCF RBYISRDOVIL •R • a M i 76692 Buildin Owls `v116Iho Fla7lda • ••• ••• • • •• • CA $838 Bd 2 • • • • •' iSY Aaeptmxe1Vol 'O Up 1 EXTERIOR • • • • • > • e WOOD BUCKS $"IreN TTero Ig L CPC. F 0. • •• • • • •• , •� .•,•, drawing no. WINDOW WIDTH10 2015 W09-20 sneer of ... . . . . ... . . . . . . . . • . . . . .. .. . . . .. .. ... . . . ... . . METAL �/ sTRUCTURE 7YPGIL ANCHORS 11YgCAL ANCHORS to 4%MIAMI—Ow Coulm APPRO%W SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING SEE MULUON NOAN ANCHORS ,Z •. e,• ° q I ILLINe DA ALT. lu! TYPRANCHISEE ELEV. SPACING {L th 1/4•MAXt. 4 a T• AJZ •• ttPtCAI ANCRODSEE ELEV.FOR SPACING1142 ALT. • • ••• • • • • •. �' Z#000 INSTALLATION DETAILS WITH F USS FRAME ADAPTER E"9^4AVAD AHWAD vRAOUCingwidSHD C.A.CIVIL osw2 Dail on& 16o Pioilda !' • ••• ••• ••• ••• • gg q v; *DL No 15-0 I •Its 8 „� • • • • • • • • • • • • • • • • • sv. v •• • • • • • • • • JU 0 2015• •• • • •• • • • • at drawing no. SEE 00.FOR SPACING •• W09--20 sheet 5 of 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.11 • •• •• ••• • • ••• • • MIAMI-MADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems,LLC ' 9114 NW 106 Street Medley,FL 33178 COPE: 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-he-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.Horix..Rolling Wdw.(L M.I.Y'sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/1%prepared by Al- ...... Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade GountyyF' Act •• Control Revision stamp with the Notice of Acceptance number and expiration datd byW Miarhi-IMde :0,000: .•••' County Product Control Section. 0000.. :-0-0: MISSILE IMPACT RATING:Large and Small Missile Impact Resistant '�*0000 :"'•• 00:000 LABELING: Each unit shall bear a permanent label with the manufacturer's•wb:or lo¢d,.city, stath,.•. . model/series, and following statement: "Miami-Dade County Product Control A$$..m.r0.ed",unles o.otherwsse0000.. noted herein. • ' 00 00' . . . . .. RENEWAL of this NOA shall be considered after a renewal application has been filed and VertVas been..•: no change in the applicable building code negatively affecting the performance of this prttduct..••.•. • 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 --distributorsaa&shalt-beavailablc- pection 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 AMMDMMME COU t ( Expiration Date: May 27,2019 ` Approval nate: September 03 2, 015 91144115 Page 1 Eco Window Systems,LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA#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 E dated 07/15/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201.:94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an 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 NOA#14-0317.01) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 .... 4)Forced Entry Test,per FBC 24113.2.1,T48 ?Q?-94 •••••° •••••• along with marked-up drawings and installation diagram of a XOX hluraffl m' .. . . . .. ...... horizontal sliding window,prepared by Hurricane EngineerinF.4;.' fisting,Inp.,Test• • Report No.HETI-08-2226A,dated 01/1.5/09,signed and seale"y Candido F.Font,° P.E. .... ..... (Submitted under NOA#09-0312.08) ""'° °"°•• 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS�t�14� •;•• •• ; 2)Cyclic Wind Pressure Loading per FBC,T.AS 2(13-94 . ....:. along with marked-up drawings and installation diagram of a YOX plumWurri " •"•••• horizontal sliding window,prepared by Hurricane Engineering do Tasting,1W..Test• • Report No.HETI-08-2226B,dated 01/15/09,signed and sealed by Candido F.Vont, 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) Manue er ,P.E. Product Contof Ex iner NOA No. 28.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED B. TESTS(cowpiuw) S. 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A,dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2228B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 ... along with marked-up drawings and installation diagram of a.XOX alutarhur&' •••• • horizontal sliding window,prepared by Hurricane Engineermg4 Asting•1W„Test •. Report No.HETI-08-2229,dated 01/15/09,signed and sealed?)9 Mndidb F*Font, :"" P.E. •••••• (Submitted under NOA#09.0312.08) ''"'• •••• • ••••• 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 29 j•91 ;• •• 00000 ' 2)Cyclic Wind Pressure Loading per FBC,TAS*203-94' " "":' along with marked-up drawings and installation diagram of a-)MMdumipurk •;` horizontal sliding window,prepared by Hurricane Engineering&Testinfglh ,Test. Report No.HETI-08-2230A,dated 0l/15/09, signed and seafed-SyACandjd@ Ptfont,% �'• P.E. (Submitted under NDA#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 01/15109,signed and sealed by Candido F.Font, P.E. (Submitted under NDA#09 0312.08) Manuel PP.E. Product Control xa er NOA No.15- 728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-2 Eco Window Svstems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 51' Edition(2014),dated 07/08/15,prepared by At-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. 14-0916.10 issued to Kuraray America,Inc.for their uButacite®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 5t"Edition(2014),and of no financial interest,July 8,2015,signed and sealed by Javad Ahmad,P.E. 0••• • • • • •00• 0000•• G. OTHER • 1. Notice of Acceptance No. 143-0317.01,issued to Eco WindoV Wems,Y.L V for thdir•0• Series"Eco-Guard 200"Aluminum Horizontal Rolling Winds;j**L.M.I;,agprovec ••••; on 04/10/14 and expiring on 05/27/14. 00009• ••••0 0000. 0000.. . . • . . . . 0000.. 0000.. . . 0 Loo*: •• • Manuel a P.E. Product Cc ntrI miner NOA No. 5-0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 . . ... .•. . . •• .. .. . .. .. •. . . . . . • . • . • . . ..• . . . . .•• 72' L11' WINDOW WIDTH ((2 ANCHORS AT MTD.816E ENDS L (41 ANCHOR READ.FINN SAES ANDDLOADS 1 '^ • • • • • •• ,WKED WITH'•'ON SHEET 2 ONLY / M f` 4 =_- iiiI1�itI,I,a��/3�.11I'IlIIi�1tiI.==Da� _ _=�IiIlIy.IIIII.��./T�./_T1III�Ii�1F' =+= ♦'�n�g97p M&4. qtys, nyj c sa 0�/i1 a�•: 3 1/2MAX. 4• a 1/2'MAX • • =D=at•oH'C•EASO/RD�N/SIMU:�••,_-f'r=�I IQI1TrIII•=1�//1-•••�r•-'1tIl'�i KI •r••==•••• • ol ••••••f•a�%/%� CHEAD R • • CO /SLL •• • •OR • •• so • • . J. atS q> OU FALSE MUNTINS 32 3/4' FALSE MUNTINS 32 /4' 32 3/4(SURFACE (SURFACE lk MAY DL /�GD.4 OPO. MY uEWD D.LOPO. D.L.OPG. V. {Ir �yyy�jjj �r`F(��Qi'•�, f rt 38 3/8' 38 7/8" ECO—GUARD SERIES-200 vwr H1otH VENT WIDTH AT.LTMT�IUM HORIZONTAL ROLLING WINDOW ) $ TYPIC-A� Ei EVATIONS pEStON LOAD RATINGS FOR THESE t4WDOWS TO BE AS PER g CHARTS SHOWN ON SHEETS 2. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE SHUTiT RS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER Oµe L EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING W�� MM-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL o 1/8'HEAT STREN'O.GLASS WILL APPLY TO ENTIRE SYSTEM. 8/16'AIR SPACE S PRO C7 HAS BEEN DESIGNEDAND TiSTEO TO COMPLY WITH THE 1/B'HEAT STREN'D.MASS 1/8'HEAT STREN'D.GLASS 1/8'HEAT STREN'D.GLASS �REQUIREMENT5 OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY I A90'Int; r DSO'Intefter HURRICANE ZONE OMZ). ButaeRe SentryGla; 090'InteNoyer WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER R By'Kurmay Amerloo,Inc.' ButooRe PVB R B By 'Kuraray Am;rba,Ina' LOAD TO THE STRUCTURE By'Karmoy Amino.Ino' 1/8'HEAT STREN'D.CLASS 1/B•HEAT STREWD.GLASS ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS $ $ 1/8'HEAT STREND.GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. $4 §§§ SILICONE SILICONE CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOW CORNING 898 DOW CORNING 899 EDGE SPACER NOT PART OF THIS APPROVAL �+ NNE SCS 2000 GE SCS 2000 ST'STEEL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •C N d o� }� SU ago MATERIALS SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. LS MATERWLS INCLUDING BUT NOT LINKEDTO S11• METAL SCREWS,THAT m COME INTO CONTACT WITH OTHER DISSIMILAR MAT$ItIALS SHALL MEET THE REQUIREMENTS OF THE FLOR{DA BUILDING OODE pppTttt 1? Fes'azILww PROM=RRVIM asom plyh*VA&Elm morld0 to to CAN. AA p�t�coNo Imllonl7alo l�9 i AT 1/4 POINTS ON UTES 9 AT 1/4 POINTS ON UTES AT 1/4 POINTS S(TTINO BLOCKS AT WIDER TWIN 36'ONLY WIDER THAN 36'ONLY ALL SIZES IAM.CLASS AND INSUI..LAM,GLASS Mlam pra drawing 110. 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TYPICAL ANCHORS lay OR SPACING METAL DIST. M�V a W000 BUCK . •..:• :. STRUCTURE • • •• e. • • ORAMI-DARE dMNTY A-PACIVED • • • .4 . �a�,. �,,,s�—, EDGE DIST. • • AfULMON•k MUrIJON ANCMOR9► • •• Z a' m e ,.. • • SIE SEPARATE MICA • • • • 1 Q • V .. ... •• • o „ . • • .0 .• 1B o •• • • •• • 7j 19 ff�� • • • • • • 10Q$ • • ••• •• SEE ELEV. 9 TYPICAL ANCHORS TYPICAL ANCHORS W SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING FOR SPACING I' WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. _ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. J J WEEPHOLES: W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH ENDy4" DIA. ULTRACON BY 'ELCO' (Fu-,n KSI,Fy-t85 Ksi) ) AND 37" O.C. MAX. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES f ' ' a SEALANT: 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAM8S) ago t ALL JOINTS AND FRAME CONNECTIONS SEALED WITH THRU 1 BY BUCKS INTO CONIC. OR MASONRY ° i JOINT SEALER. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 2z'$� DIRECTLY INTO CONC. OR MASONRY Z 1-1/4" MIN, EMBED INTO CONCRETE (HEAD/SILL) U:j$ 1-1/4" MIN. EMBED INTO CONIC, OR MASONRY (JAMBS) . I 414 SMS OR SELF DRILLING SCREWS (MOE 2 CRS) 0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") d IMO METAL STRUCTURES B STEEL • 1/8" THK. MIN. (Fy = 36 KSI MIN.) o a ALUMINUM : 1/6" THK. MIN. (6083-T5 MINc .) c R to,5 t9 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) R B INTO CONCRETE AND MASONRY = 2-1/2" MIN. 4 2 n INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. O µ� g WOOD AT HEAD, SLL OR JAUSS SO- 0.86 MIN. ft e E It8 I 3 Td w ¢ CONCRETE AT HEAD, SILL OR JAMBS PO a 3000 PSI MIN. <m u o w a C-00 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS Vm . 2000 M MIN. IJ1 11 Emq rs' CNG. PRODUCTRBVISBD .a ?• _ ." 1 ..,r .d' I FLA PE N.# 7S0592 as pt IK Uro Fbdda g Y •.•• •o • q Aacaplmeo TYPICAL ANCHORS v I TYPICAL ANCNDRS s a SEE ELEV. ,8Y " SEE E". dfOwin A0. Nl FOR SPACING W000 BUCK FOR SPACINGMI No� ft W09-12 EDGE DIST. EDGE DISI. sheet 3 Of 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ,/4'MM. SHIMS 1/4'MAX, i SHIM I © © O • • W • • • •• Z 1 6 •• WOOD iYCKS • • •• • TYPIC:.ANW&S . . . F TYPICAL ANCHORS ��• SEG"• ..• •.• • SEE ELEV. e._ FOR SPACING FOR SPACING • •• ••• 0:- 0 - 17 20 .'1 r4i• • • • •• • •y • .• . • _____S ----SCREEN OPT. ------- • • •�p . . • • 0 7 . ..� • P . . .•. .• 8 17 4 STEEL REINFORCING METAL AS REOD. p� STRUCTURE SEE SHEET 2 FOR CAPACITY .•.0 a�7 WINDOW WIDTH XO LAYQUT 1/4'MAX. gi 1/4'MAX. VENT WIDTH VENT WIDTH SHIMS 92 SHIM D.L.OPO. /'� Dl.OPO. 181. 2 © B I I)1 7 WOOD BUCKS 17 TYPICAL ANCHORS W P•' SEE ELEV. a0 1 /2, a. FOR SPACING n -- - Zg� 1a 17 , ,f4' �Z 1Q • --SCREEN OPT ----- SCREEN 0 . ----------- � S V V•$ ?f D 27 - - a W OOiE 8 � 4 11 12 D.L.OPO. STEEL REINFORCING 7z AS REIN. ...a EXTERIOR SEE SHEET 2 FOR CAPACITY WINDOW WIDTH ¢ q TYPICAL ANCHORS XOX LAYOUT R SEE ELEV. FOR SPACING YY MIAMI-RADE COUNTY H APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV.FOR SPACING • a o5�g m v v w r.AWAO AHMAD PRODUCT REVISED FLA, /n$92 aoca„ga Code hG>eFbdea 7938 E,uiWI.Cade AoaePlmee14o Sri 7� --------SCREEN OPT. R IMlim Date I/��D � JU 2��5 � drawing no. WINDOW WIDTH WINDOW WIDTH host ehoet 4 of 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . EDGE DIST. METAL STRUCTURE TYPICAL ANCHORS EDGE SEE ELEV. • • MWMI-0110E COUMTY APPROVED •• A ° ' FOR SPACING • • • • SENIVWEMUONNO* A0CEiOTRf• .•• T+ A� • • • . • • 0p •. ° r ' A. I '•• :•• •:• : DOGE' '.• P. ° I P$~• � 8 Os 2e � • • • • a � v • • • • • • • • •• • • • • •• •• a d� TYPICAL ANCHORS TYPICAL ANCHORS -7 SEE ELEV. LL FOR SPACING FOR SPACING OO°E 1/4'MAX. O � Z SHIMS ALT. GGII Z TYPICAL ANCHORS SEE ELEV. Wrn FOR SPACING , '•,a', 4 O TYPICAL ANCHORS SEE ELEV,FOR SPACNO Sz • .c. $ •'s ALT. <mu�em I 2 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTEREnr.JAVAOPRDnucrttsvlaeoCmL °a FLA PEE"0582 eA aontplYhffi wltl�Ihe Florida .!. .y�v CA. BuUdinApt 5mcoTro O S 8 Dge �.°• D Pte. I °. . ' P By JU 0 2015 drawlnq no. EDGE DIST. ly W09-12 sheet 5 of 7 . . . . . . . . . . 2.730 1.087 1TEM PART 9 QUANTITY DESCRIPTION MATERIAL MA11P./SUPPLIER/REWM �4 1 FY201 1 FRAME HEAD 8083-T8 - 7" 3/16' • 2 FY202 • h FRAIRE SRL•• 5083-T6 .500 .7115 - 1 • TRAC - 1.434 • 3 Q'20 1 9 8083-TB z .813 �� %////I • 4 tY208• AS qVEt�. MOb!FWiAL`JAIH 8083-T6 = .082 ////il •• y • FY70i• 6 8007-TB a 1.719 II 3.249 .082 1.140.4 B FY104 1/VENT FWD MTG. RAIL BOBJ-TB = b 12 11 7 FY10S 1/VENT VENT INTERLOCK 8083-T8 t7 OB VEM JAMH 6083-T8 �-Lim- O VENT TCP/BOTTOM RAIL STEEL REINFORCING 9 • W7 Do • V 1�NT♦ TDP AMD OttOM RAIL 8063-18 - y .813 •1 • ! GlAZlN (LAM. GLASS) 6063-Te - a.OBS ,819 .730 TO& . W11• . A8 ROOD.. GLAZING 1W(ISUL LAM.GLASS) 6063-78 W, 7.280 .�_ _�. 11 - NtAdNG BPR STEEL - ttao 1.610 .71�9� .045 .803 .045 .803 12 - AS REg0. REINF01K2FK3 BAR STEEL - Q FRAME HEAD 13 M04 AS RTEQD, ADD-ON SILL RISER 6063-TO USE AS REOD. 1.140 ID 2.246 1.047 1.047 14 FY205 4/VENT ROLLER HOUSING&DUDE CELCON .082 18 FY209 2/VENT ROLLER BRASS 1.740 1.810 1 10 GLAZING BEADS ® 16 FY210 2/VENT ROLLER Pel ST.STEEL - 17 ge X 1' AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS 1.344 18 g9 X 3' 2/VENT FDL RAIL SILL SCREWS(SILL END) CRS P.H.IMS V 9 - 19 W231e1 AS REOD. FIN SEAL W'S1R6'PING ULTRAFAB © JAMB STILE 20 Q300T190 AS REOD. BULB SEAL Q-LON SCHLEGEL 1.058 21 E207 AS REOD. BULB SEAL SANTOPRENE ULTRAFAB.DUROMETER 65t9 N 2'� 22 E203 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRAFAB.DUROMETER 6538 3976 .078 2,801 1.250 23 FLO-80 AS READ. GLASS SPACER SILICONE FRANK LOWEF Iµ-� 24 SL203P 2/VENT SWEEP LATCH - SULLIVAN&ASSOC. 28 #8 X 1/6' 2/LATCH LATCH INST.SCREW ST.STEEL OH SMS i'� 1240 E2. WA2L 2/WDW. WEEP VALVE - PREFERRED ENG.PRODUCTS 3 M .062 LL��rr--��JJ 1/VENT 3/1e'BOX SCREEN - OPTIONAL 0gM'500 FY120 - FLUSH FRAME ADAPTER 8063-TB OPTIONAL Z -Li 1.344 - 2/UTE SETTPIG BLOCK EPOM DUROMETER BDtS SHORE A 'T. z x.780 z r Q MEETING RAIL U ^7g U2 FRAME SILL W m Te 2.188 O Lzl:��M 1.422 240 .082 1.202 8 e A82 B t' 1.375 Q3 SILL TRACK O FIXED MTG. RAIL .800 7.187 .790 082 .082 $$ a m v m W 2.780 2.812 2.612 2.750 Ergr.JAVAO PR0.0yInwithda 2.688 FIA.PE/A70382 am�IDpL W1811t•RIOrIQ1 AB2 C .3838 A�cea ( � � Lt .800 H 4rettonDute �' b .786 BA.874 .989 BA Mde Froduat drawing no. 1.887 1.686 2.811 Litt. 15 W09-12 04 MOV. FRAME JAMB ® FIXED FRAME JAMB ® FLUSH FRAME ADAPTER sheet g of 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . iw • •.. •.• moi• • / •• • • • .' ... .. S • • • • . • . A • • •- . • .• • SVL h • • • • Iii QQQ • •.• .. ait¢8¢9 a FRAME TOP CORNER VENT TOP[@CTTOM CORNERS 0 SRI 11 � itssdG g<m 11 p W ,..JAVAD AHM PRWUCTREVISM •� FRAME BOTTOM CORNER FUC. �p CM2 �8 Complying Wa 3538 AmplAdim rmcc FIXED MTG, RAIL CORNER W09"12 sheet 7 of