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WS-16-897 (2) AL-FAROOQ CORPORATION r Z CONSULTING ENGINEERS & PRODUCT DEVELOPMENT STATEMENT OF INSPECTION May 9, 2016 TO: Mr. Ismael Naranjo Miami Shores Village Building Department 10050 NE 2 Avenue Miami Shores, FL 33138 Re: Ellington Osborne 9525 Biscayne Blvd. Miami Shore 33138 Permit Num S-4-16-897 Dear Mr.Naranjo, I, Javad Ahmad, P.E., certify that our office performed and approved the required inspections, as indicated in the attached approved inspection log,hereby attest that to the best of my knowledge,belief and professional judgment, the structural and envelope components of the above referenced structure are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge,belief and professional judgment,the approved permit plans represent the as-built condition of the structural envelope component of said structure except as noted below. This document is being prepared in accordance with Section 110.8.4.1 of the 2014 Florida Building Code and must be submitted to the Miami Shores Village Building Department in conjunction with the application for a Certificate of(either Occupancy or Completion)for the above referenced structure. Should you have any questions or need additional information please do not hesitate to contact me. dJavad , FINAL—SEE ATTACHED LOG ley 1 0 2015 m d, P.E. Chief En neer 9360 Sunset Dr.Suite 220 1 Miami, FL 33173 1 T:305.264.8100 1 F:305.262.6978 1 www.afceng.com I alfarooa@afceng.com AL-FAROOQ CORPORATION Job Name: ELLINGTON OSBORNE Permit#: WS-4-16-897 Address: 9525 BISCAYNE BLVD. MIAMI SHORES, FL 33138 Inspected by: EDDIE PACHECO NOTE:THIS LOG MUST BE KEPT WITH THE PERMIT DRAWINGS AT ALL TIMES INSPECTION INSPECTION TYPE APPROVED REJECTED COMMENTS DATE Eco-Guard 200 Aluminum Horizontal Rolling Window. NOA 15-0728.05. 1/4"Dia. Ultracon W/1- 1/4"Min.embed into concrete. (Head/Sill) 3-1/2" 4/26/16 FRAMING YES Max.from corners& 10 5/8"Max. O.C. (2) Screws at 4" and 3"spacing at each side of Meeting Rail. (Jambs)5"Max.from corners& 11"O.C. Edge Distance 2-1/2"Min Eco Series-600 Aluminum Outswing French Door. (NOA 15-0603.13) 1/4" Dia. Ultracon W/1-1/4"Min. embed into concrete. (Head/Sill)5"Max.from 4/26/16 FRAMING YES corners& 12"Max. O.C. (Jamb) 6"Max.from corners& 12"Max. O.C. Edge Distance 2-1/2"Min. Head&Sill (4)Anchors at stile ends at 3"O.C. Max.for double doors. Eco-Guard 700 Outswing Aluminum Sliding Glass Door. NOA 15-0612.05. 1/4" Dia. Ultracon W/1-3/4" 4/26/16 FRAMING YES Min. embed into concrete. (Head/Sill)5"Max.from corners& 13"Max. O.C. Cluster of 6 Anchors at Interlock Ends. (Jambs)5"Max.from corners& 16 Max. O.C. Edge Distance 2-1/2"Min. Eco-Guard 300 Aluminum Fixed Window. NOA 4/26/16 FRAMING YES 15-0715.10. 1/4" Dia. Ultracon W/1-1/4" Min. embed into concrete. (Head/Sill/Jambs)6"Max.from corners& 12" Max. O.C. Edge Distance 2-1/2"Min. 4/26/16 FINAL INSPECTION YES FINAL INSPECTION APPROVED JAVAD AHMAD, PE STATE OF FLORIDA PE#70592 4VAY0 2016 G:\2016\ELLINGTON OSBORNE\ELLINGTON OSBORNE Permit NO. WS-4-16-897 `SORES Miami Shores Village Permit Type:Windows/Shutters � 10050 N.E.2nd Avenue Pento* Classification:Window/Door Replacem Miami Shores,FL 33138 0000 Permit status:APPROVED Phone: (305)795-2204 oRioA Issue Date:4/20/201`6 Expiration: 10/17/2016 Project Address Parcel Number Applicant 9525 BISCAYNE Boulevard 1132060143060 Miami Shores, FL Block: Lot: ELLINGTON OSBORNE Owner Information Address Phone Cell ELLINGTON OSBORNE 9525 BISCAYNE Boulevard (305)305-2302 MIAMI SHORES FL 33138- 9525 BISCAYNE Boulevard MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone QUINTERO GENERAL CONSTRUCTIO (786)487-5738 Valuation: $ 14,500.00 ._...... __ �.. _ _,..... .... .._.__ Total Sq Feet: 445 Type of Work:REPLACEMENT OF 1 FRENCH DOOR,3 SLI Available Inspections: No of Openings: 15 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.00 DBPR Fee Invoice# WS-4-16-59272 $3.75 04/04/2016 Credit Card $50.00 $246.50 DCA Fee $3.75 Education Surcharge $3.00 04/20/2016 Credit Card $246.50 $0.00 Permit Fee $250.00 Scanning Fee $15.00 Technology Fee $12.00 Total: $296.50 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: Cutethat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoli § Fmore, I authorize the above-named contractor to do the work stated. April 20, 2016 Authorized Signa ure-Owner / Applicant / Contractor / Agent Date I Building Department Copy April 20, 2016 1 0 V Miami Shores Village g r V Building Department APR 042018 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 S� FBC 21I01`1 Gc BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. (BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: / f Z /J J S C+��f�(/�• /=J 1 �� City: Miami Shores County: Miami Dade Zip: . 3/ 9 Folio/Parcel#: //--�5 10(a -O -3 b!o O Is the Building Historically Designated:Yes NO Occupancy Type:�Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Vj 4 1) 0S k(P tZ u-e- sPhone#=7 QIP j Address: '7fZ,f �J t SG,¢�j A/-� A V d City: M/ 4 h'1 I 'S h a 20-5 State: Zip: 0 Tenant/Lessee Name: Phone#: Email: //'' /� p / ! Q CONTRACTOR:Company Name: I/Itl�ZO G--e1 J.2(c tl - �?7 t7c�J�7 Phone#: 2 9 `C o 7-�7�✓C/ Address: e i?�o( Ny ll z jert City: ' ��mske NS/. State: FL' Zip: Qualifier Name:/ �, � ot//,(1y Phone#: State Certification or Registrations#:/(26d /crtf 2-qZ- Certificate of Competency#: 1 DESIGNER::�Architect/Engineer: / ©/ 4P , �-o" Phone#: Address: l �bOSC(J 7 Z � , Sy,y--�. a� City: / l State:rL Zip: i / Value of Work for this Permit:$ / 41 6 'W Square/Linear Footage of Work: �S Type of Work: ❑ Addition [� Alteration ❑ New / ElRepair/Replace F-1Demolition Description of Work: /1- �9Geh?�,y l �e-MCti -�O p/r-t Q(2�JL/j 6'1"mss -4040 t (A) t aV�iU� (U f A / M p 4d TZ.e S 0--4 :14S S Specify color of color thru tile: Submittal Fee$ '00 Permit Fee$ CCF$ OZ� CO/CC$ Scanning Fee$ Radon Fee$ 3' �� DBPR$ Notary$ �A�_ Technology Fee$S�- �� Training/Education Fee$ �:� Double Fee$ .0 Structural Reviews$ Bond$ 0 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. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspectio Lcbarged.Signaturenature NER or AGENT CONTRACTOR The fpgoing instrum was owledged before me this The foregoing instrum twas acknowledged before me this r day of by day of by CG' ,✓1ti�y� ` s5�4 wf s personally known to /" C"'A) kt o�' �pers'onally n o me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY P LIC: NOTAR P LIC: M7� >a.�r:.�,r�^.yr•*r�.. su�tiF:^:�sra�_:��"a-a.1� .c.�:' fs" .s..P^::.fs'�`. tit"9�"��E;:>�;�zm^Y�'s��st'�rs Sign: Sign: t Print: .:°�a �, -. Notary Public-State of Florida , print: °. L�c Notary Public State of Florida �.1 1 1,3 _ PAy Comm.E;pires pr , - ,•tr . : '"q , 016 ;6 Seal: ^, r Commission 4A EE 194096 �� Seal: ,, "v,' Commission#EE 194096 ' Bonded Through National Notary Assn. 5 . j Bonded Through National Notary Assn. i ,. �*, ��+t �. � . - -*#########*###*##***��+r�s�o--se*dP� �>R'As�K�ak'a�•� bfF# Y -�'�'` 10 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD E' + ';- KV ROM CGC1515292 �.; 'a The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 QUINTERO, BERNARDO QUIN T ERO GENERAL CONTRACTOR CORP 8801 NW 112TH TERRACE . HIALEAH GARDENS FL 33018 ISSUED: 06/16/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1406160001027 ousl;2s Local Business Tax Receipt Miami—Dade County, State of Florida THIS IS NOTA BILL - 00 NOT PAY t t 6234546 BUSINESS NAMEILOCATION RECEIPT NO. EXPIRES QUINTERO GENERAL CONTRACTOR CORP RENEWAL SEPTEMBER 30, 2016 8801 NW 112 TERR 6499123 Must be displayed at place of business HIALEAH GARDENS FL 33018 Pursuant to County Code Chapter RA-Art.9&10 OWNER SEC.TYPE OF BUSINESS t 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED CORP RG GENERAL CGi lTf2ACTGR BY TAX COLLECTOR CORP CGC1516292 445.00 07J0812015 kVori<ar(s} i CREDITCARD-15-031827 This Local Business Tax Receipt only cortirms payment of the Local Rosiness Tax.The Receipt is not a license, permit.or a certification of the holders qualifications,to do business.Holder must comply with any govemmentai or nongovernmental regulatory Jaws and requirements which apply to the business. The RECEIPT N0.above must he displayed an all commercial vehicles-Miami-Dade Code Sec Ba-276. For more information.visit Anyw miamidnde.govltaxcol lector i 1 3� i ACCM& CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYIY) 03/18/2016 'THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CNTACT OME: MARTA ALONSO N Florida Bankers Insurance PHCN c (305)266 6493 F� No; (305)262-0679 7278 SW 8 StreetADDRESS: marta@floridabankersinsurance.com Miami,FL 33144 INSURER(S) AFFORDING COVERAGE NAIC# Phone (305)266-6493 Fax (305)262-0679 INSURER A: UNITED SPECIALTY INSURANCE CO. INSURED INSURER 8: QUINTERO GENERAL CONTRACTOR CORP. INSURER C: 8801 NW 112 Ter INSURER D: INSURER E: HIALEAH GARDENS FL 33018- INSURER F; COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL UBR POLICY EFF POLICY EXP LTR INSR WV0 POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS © COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 ❑ CLAIMS-MADE R] OCCUR PREM STED ES(EaAG TO occurrence)encs $ 100,000.00 MED EXP(Any one person) $ 5,000.00 A F-1PERSONALN SII1003A20936 12/11/2015 12/11/2016 PERSONALBADV INJURY $ 1,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000.00 POLICY ❑ ECOT- ❑ LOC PRODUCTS-COMP/OP AGG $ 2,000,000.00 ❑ OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ❑ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ ❑ AUTOS ❑ AUTOS ❑ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ ❑ AUTOS Per accident ❑ ❑ $ ❑ UMBRELLA LIAB ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATION ❑PER ❑OTH- AND EMPLOYERS'LIABILITY Y/N — ER ANY PROPRIETORIPARTNER/EXECUTWOE.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) LICENSE NUMBER:CGC1515292 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE VILLAGE OF MIAMI SHORES THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN BUILDING DEPARMENT ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 AVE AUTHORIZED REPRESENTATIVE .�.� MIAMI SHORES,FL.33138 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01)QF The ACORD name and logo are registered marks of ACORD QUINTERO GENERAL CONTRACTOR, CORP 8801 NW 112 TERRACE Hialeah Gardens, FL 33018 Phone: 786-487-5738 CGC 1515292 Date: March 15, 2016 State of Florida County of Miami- Dade Before me this day personally appeared (�rd6 201 vkIZ0 who being duly sworn, deposes and says: That he or she will be the only person working on the project located at ✓C4 /*�/ Sworn to (or affir ed) and subscribed before me this /-f day of by f�, L=Lw t)44 i Personally known t" or produced Identification Type of Identification Produced NOTARY PUBLIC: Print Name: ""f'•. NERE' AMARCELO MY COMMISSION i FF 913823 Seal: = EXPIRES:October 26,2618 QVC u�a«,rnar, SNORES Miami shores Village loll 11111M 111111" Building Department 10050 N.E.2nd Avenue rE�IORiDp' Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if. 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami-Dade The foregoing w s acknowledge efore me this � day of ,20�. B �l' t^^c o is personally known to me or has roduc d Y P Y P� as identification. Notary: �1l JOUBERT PIERRE ,o=" j` ido'zry Pub!io-State of Floridz SEAL: �' , 'Y Corm Expires Por 30,7.016 t l ! r `W' 3 C36 e, Com7iss;on Yt EE 1 4 °i" conded Thr" •Na!ior'Noiar :n iv JEFF A'f'tidATE:R v I i1'1, E OF FLORIDA n CHIC,FINANCIAL OFFICER "-`EFP"•' J l^J ir - ?r u A' r nL v y �a 1 rU l i�'` T k:R 55'�+ IDA 7 �'�v� t� aL ?ENS A T M9 !0 JMOUS f R`f Ef E>e F ION, This chrii f ies that the individual listed Leloty has elected to be exempt from Florida Workers` Compensation latr;. r f•'-i ��' :l ;r r —�:L4-�i,j 3 t�,j ri . tM�c2W�c.ra8C. r1 F••t_C,r %E 0--=T-_ �': i..r'S0'ie o=1�; S_ •t'✓_ L"•,^.. A.Nff) ADDRESS: CrJ=LATERO GENERAL, CONTRACTOR CORP 6801 i-111 'i i2 TERRACE HI-ILEA-f GARDENS 33018 , Co— z. Jif— Si-,,S I?ivC a~_S 0! ^F A D+r. L1.07E 1SED ROOFING CONTRACTOR 2- !4-CENSED PLUMBING CONTRACTOR ! i:cF[oS=iS GENERAL CQ, TRACTOR �i.9'i,rLulT: Parua:a ;o Chaplzr �•eD D'ait1?, F.S., an nNiczr a( torpor=_tion ,pro etecis exemp!icr, Irotn this chapter 3•: filing certificate e; eizttion um!er this 11.1" n no; ._.o.•=_r ueaelits or compensation uuuar [;tis chap[[.. pwsnznl to =itaph�r •<D.05(12, F.S., Lertilicates of e!eaim: to,be e:cernpt... apciY anl•; :+ita:r. - ::one of the husinzss ar tradu listed on the erotic=_ o! ^_leetimr to be axcmpt. Pursuan! o Chapter ;•SO_n5i 13), :.:., ftotices of =_I?etioa to be exemol ane ceRificsLs ni ction +n bn �::empl :hall be sublet[ to n�;�nca:ian if, at an; time after :he filing o! to notice or the issuance ni the certificate• the person named on the notice ar tific3re an Innaer me=_Is the requirements ul ,his section for issuance of a certificate. iht. departrnem stwl! ._:542 certilicale at zany time for failure of ti:a person .zmec ar, !Na ccniticatc to :n_a! in, .aqui:em c nr, of :his ,.Clion. OVPC-252 CERTIFICATE OF ELECTION TO SE EXEMPT REVISED 011-111 PLEASE CUT OUT T14E CAPD SELO!'! AMD RETAIN FOR FUTURE REFERENCE �- 1 STATE=O'=FLORIDA .2bIPQi?i rhit ? i DEFARTrfiENT OF FINANCIAL SERVICES y Fan Of ::h fifer OT a COrOora,i0n ' G f 01viSION OF'WORKERS'COMPENSATION /_�;,< : �Pc rursuant to Chapter 440.0504), S.. ! CGFJS T t UCTTON �flDUcTR�= T - eizcts exemption from this chapter by filing a certificate of ?Ie ti0r. -.. ERTIFICATE OF ELECTIOM TO BE E).Eit4PT FRONT FLORIDA ; L' i under this section may not recover benefits Or cOmpenSahC l Under. 5 j iNORKERS'COVPENSATION LAW- 01/24/20-115 cha pter. =!=t 'IVC: D! E: O'i22S/2O10 c! � _ Pursuant to Chapter 440.05;12), F.S_, Certificates of eie:ticn Xe i �Ft3�tJ1 is SEtRMAI DO Q .".i'.T c RO 4 !? e:;empL.. appfv only within the Scope of the business or Ef clic ilSic❑ G,1 ' L`- nG':ce of election to v_ -2..emp!. JR BUSINESS NAME AND ADDRESS: I E Pursuant to Chapter =4D.05(1,3), F-S., Notices of elactior: to b2 2xem Sc:=_h :_ c -.ac,or•, CORP i and certificates of election to be a;tempt shall be sub act to revocaiicn r=-!iZR _= H. - any time after the ffiing of the notice or the issuanc.s of thz C..?0c.a. 3].^.:d s certificate, the person nanan on the notice or cert•fic-nie n0 lonccr :,.eeia{ ih= requirements of ,his section for issuance of a car ifica,e. Tae f department shall revoke a certificate at any Time for ta!lurc of ti:e I SCOPE OF BUSINESS OR TRAE:. person named on the certificate to meet ,h2 requiretreits ci this i ,:rK_..TO _...c:._� ra�.•nE S. .._ _ec lion. _ _ - JJ GJEStIONS? i850: 4 13 iK! I t-i 7 C tiuE 'ate t 2,. L. ['aOrz-icrl On -46'3c _ e i1G�ti i?tvv e 3G'''t'lOti for you r'ecorC!5. ;;: ^' CER; _iCAT I - a- C Tih .ti,E C. LtCT ON" TO BE r;EMP RMSED u� . . • r�ry Z 'ilii �I t' 5� � ALL I S . r ALmFAROOQ CORP W , CONSULTING ENGINEERS & PRODUCT D -V' E T Client: QUINTERO GENERAL CONTRACTOR Date: Feb 22,2016 Project Name: OSBORNE Engineered By:KW Project Desc.: 9525 BISCAYNE BLVD Checked By: � MIAMI SHORES,FL 33138 SITE SPECIFIC WIND LOAD CALCULATIONS AFC Number: 16-0219 Building Height(ft.) : 13t Design Criteria: i, Florida Building Code 2014 • ••ii,Winttl rpgds are calculated as per ASCE 7-10. . . 0*0 "•General Notes: . • 0 000.. • 0000.. •••••-Any de dtions frm�errditions shown on calculations or drawings shall be engineered separately. 0000 .0000. -**":-A 000. 000 •-•:-A0Z-Fgrq CorperV1oa will not provide a letter of compliance/inspection report unless called during installation. 0000.. 0"-Engintfring dreawl7gs are checked for structural requirements only. •• ---- • Additionat�lotes:' • 0000 -BUILDING ROOF TYPE:SLOPED RISK CATEGORY. 2 Disclaimer: -This document is not valid without the embossed seal of an engineer employed by Al-Farooq Corporation. 4P. -No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional Javad AhmFL#70592 EB C.A.N.#3538 9360 Sunset Drive,Suite 220 1 Miami,FL 33173 1 T:305.264.8100 1 F:305.262.6978 I www.afceng.com I alfarooq@afceng.com • ... QUINTERO GENERAL OSBORIE; •; d Speed(mph) 175 Mean Roof Height[h](f0 13.00 CONTRACTOR 9525 8I3C�4YN1:BLIft Oportance Factor 1.00 Height Above Gnd.Level[z](ft) 13.00 MIAMI SNORES, FL J3138 ' Exposure Category D Horizontal Dimen.of Bldg. (ft) 102.00 Risk Category 2 Roof Slope(deg.) >10 •• .. T e of Buildin With impact Protection _01Coefficient Kh 1.03 Coefficient KzF ;1,Ot} rGoefcienPlcz 4.03' Coefficient Kd 0.85 Velocity Pressure Evaluated,@z fqz](ltvfi^2) 68.64 Velocity Pressure Evaluated @h,[qh](Itb r2) 68.64 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures(h Vft"2) Mark Como Type Win H 00 Sin A ft^2 Z4+ Z5+ Z4- Z5 Z4+ Z4- Z5+ Z5- In Zone ALL 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 48.6 -52.7 48.6 -65.1 Z5 CU t�J N na ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING:AL-FAROOQ CORPORATION,9235 S.W.87th AVE;M1AMl FL 33174.TEL:305:264-8100 Engineers Seal Engineers Name And Signature Design Date Design Reference Number 2/22/2016 3:55:23 PM 16-0219 MIAMI MIAMI-DA COUNTY PRODUCT C L SECTION 118 26. h oom 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 'G'� �r�lj,O'to i��_T-2474 BOARD AND CODE ADMINISTRATION DIVISION f 4,_I -2590= ( $ 315-2599 NOTICE OF ACCEPTANCE (NOA) m�Tm�dxde av econom ECO Windows Systems,LLC 9114 N.W. 100h Street, Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of ro'n materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- ro uct Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shalt not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT:Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door (L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last reviTd ou SEP 04,2015,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control ••••: Revis Ali stamp withtlte Notice of Acceptance number and expiration date by the Miami-Dade County Product • Con&rW.Wtion.••* • •••• MISSILE IA,1P;kQT RATING:Large and Small Missile Impact Resistant 6600.. •••••• Limitatiou: so 00 •• 1. 6aee:Single otaMle Door Design Pressure(DP)ratings in sheet 2 . See Single or Double Door DP ratings with • odeli yes(whwvReinforcement)and Standalone Single sidelite rating in sheet 3.The max door leaf width shall ••••: ifdM exceeA-3.W:See locking options 1 &2 in sheet 7_1. ••• 2. Ldminated glaptWes GI and G2 are limited to.090"Kurarary's Butacite PVB and glass type G3 is limited to Ins:44ted laftftawd glass-.%,/.090"Solutia interlayer. 6666 .. •••••• LABTLING:Egeh tuiit shall bear a permanent label with the manufacturer's name or logo,city,state and series and follewAag statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEME,NT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0402.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. MIAMFDADE COUNTY NOA No. 15-0603.13 .� Expiration Date: March 20,2019 Approval Date: October 15,2015 Pagel ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file#12-0402.03) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-3357,HETI-12-3358,HETI-12-4003,HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E.Droz-Seda,P.E. Note: The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(511 Edition), • 00 ••:..prepared by Al Farooq Corporation,dated June 02,2015, signed and sealed by Javad Ahmad,P.E. •••• 2. Glazing ce;; lies,.v/ASTME-1300-02,-04&-09. 0000.. 0000.. •• D. QUALITY ASSURANCE 0000a . •••••• 1...46ami R4i Department of Regulatory and Economic Resources(RER). 0000. 000: • •••o•lE. KATERIAh1 IkRTIFICATIONS :0000: It••Notice•o"bceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former E.I.DuPont ••0•; 0 DeNeinpar t& Co.,Inc. for the"Butaeite®PVB interlayer", expiring on 12/11/16. Notic*df A'tceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)(former •••••• 0... Solutr�,•1•na)for the"Saflex: Saflex Clear&Color glass interlayer,, expiring on 05121/16. ••3 p•*XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(511 Edition) and letter of no financial interest, prepared by Al Farooq Corporation,dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E. Droz-Seda,P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#12-0402.03,expiring 03/20/19. 2. Test proposal,dated 10/14/11 and 02-21-12 approved by PERA. .haq L Chanda,P.E. Product Control Examiner NOA No.15-0603.13 Expiration Date: March 20,2019 Approval Date: October 15,2015 E-1 0 • • -I/8"HEAT STREN'0. GLASS 3/10"HEAT STREN'0. GLASS • • • • • • •• Iw Jl 00 • • •.• ' • • • • • •: • Bulacile laPVloBycr .090"Intorloyer �Y N • • outsells PVO • • • • • OY'Kuroroy America, Inc.' By Huroroy America, Inc.' rz • •• 1/8"HEAT STREN'D.GLASS 3/16"HEAT STREN'D.CLASS F I u _SILICONE SILICONE e • z DOW CORNING 899 -z( DOW CORNING 899 �1 ' • • ••• ••• • t0 • Z8 >f (2. d • 00: . . . . . • • • • . •m N. 6 14 . 8 O G V T ( +� ' 34 a \ 00 S X!jj SETTING BLOCKS AT LAM.GLASS Z REDO. FOR WIDTHS EXCEEDING 30"ONLY. g NOTCH GLAZING BEAD LEG TO Q W CLEAR BLOCKS CcLAS.9�YPJi:Sr1 ScI ASS TY•P..T;_ ?r J o -1/0"TEMP.GLASS J 5/16"AIR SPACE uj 1/8'HEAT STREN'0.CLASS W 090'Inlodayer Sallex Clear And Color Glass By'Eastman Cho Weal CO.' n •1/0"HEAT STREN'D.CLASS n SILICONE O C DOW CORNING 699 z! 26 ST. STEEL METAL SPACER m 15 8 Q SEEM fiQ�f .r��-- � JS�• ""'.—SILICONE A.LUMINUM_OUT3{Y1NG F,NMg=y DOOR \ / SINGLE (X)AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. / SETTING BLOCKS AT INSUL.LAM.GLASS STAND ALONE SINGLE SIDELITE SEE SHEET 3. ._ NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. u�B LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GI,ARS ,ryP-F-= 4 APPLY TO ENTIRE SYSTEM. PRODUCr REV156D u DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION so tomplyiil;whb Ike Flsd" RESISTANCE IS REQUIRED. h"Mica. Accoptow No TS-6La3.13 B%pkaOeu Polrtli44 se,.2 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE !� y 3 0 6.1 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY M•4WICeatrd 3 $ HURRICANE ZONE (HVHZ). g 4 e u 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS THESE DOORS ARE RATED FOR LARGE h SMALL MISSILE IMPACT.I Enyn•MVAD AHMAD EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. JI TLA p[d TDs92 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE - CAN.3536 S NOT PART OF THIS APPROVAL. $ 8 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. S 9 2015 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W12_08 REQUIREMENTS OF THE FLORIDA BLDG, CODE. L+_ , sheet_ � of g _...� 0 39 3/4'MAX, ••• • • • 7.61fi(JC. _ 37 3/16"MAX. W FRAME WIDTH • • • • • • • �-FRAME WIDT11 — FRAME WIDTH ___ - N ••• ••• NEAP&SILL T LSy I ORf • Q �y$' 12' (4)AT jND CT 12" 12" a 5"MAX. HEAD MAX. `` MAX. 5.MAX_ MMX. Q fIEAO/SILL " A /l ' SILL HEAD/SILL - HFAD a -- CORNERS ��- SO.L •• • ODRNEFS CORNERS f SILL Q rQSj 6n60 (/tom) �—'--- IT-- OE — �_/.... _ �-� II OR /2 NS / ii LOCK OP110NS ��-- J �_._,_ (OPTION 2 SHOWN) / ii -�1.01tNl2 S `:/ -- �ILj SEE SHEET 7.1 •!_�=_te_„== / 1 SEE SHEET 7. _ FOR DESCRIPTION u / �/ FOR DESCRIPUD s /� m n n�o it T 10 Ir to V) m __ ACTIVE I _ INACTIVE SURFACE APPLIED m°J SURFACE APPLIED SURFACE APPLIED FALSE MUNRNS OR 20 15/160 FALSE MUNTINS OR_ 26 15/16” 26 15/16 FALSE MUNTINS OR 32 3/4" W O1g DECORATIVE GRILL D.L.OPG.~ i° u DECORATIVE 011 D.L.OPG. O.L. OPG. 10 H DECOMTNE GR0.L D.L.OPO, LAY 8E USED MAY BE USED MAY BE USED 37"MAX. _ 'LEAF WIDTH 37 WIDTH (x) (XX) (0) STAND ALONE SINGLE SIDELITE 2 DOORS LOAD CAPACITY - PSFSEE SHEET 3 FOR CAPACITY DOORS LOAD CAPACITY- PSF SINGLE DOORS (X) DOUDLS (XX) d DOOR OIMS. (AMINATED GLASS DOOR DIMS. LAMINATED GLASS FRAME LFAF FRAME EXTFRAME LEAF iRAME /IJODLCI'RF.VISEO p 1WOTH WIDTH HEIGHT '(+) INT.(-) EXT.(+) INT.(-) �ewPlyhy{w11A 16t MladdA 39-3/4' 37' 98' 70.0 7$.0 WIDTH WIDTH HEIGHT Wldl•t Cady 1 ! c „ - 76' 37' 98' 70.0 75.0 G��di1t�� m m GLASS D 0. DIMS, A1•IIIAIr •nCMtral - D.L.O. HEIGHT = FRAME HEIGHT - 11.125" Engn JAVAD AHMAD o O.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" CML FIA.PE t 70592 c O.L.O. WIDTH (XX DOORS) (FRAME WIDTH - 22.125')/2 CAN. 536 3 NOTE: 0 4 2015 GLASS CAPACITIES ON THIS SHEET ARE NOTE: drawing no. EGRESS REQUIREMENTS TO BE REVIEWED BASED ON ASTM E1300-09 (3 SEC. GUSTS) 8Y BUILDING OFFICIAL. AND FLORIDA BUILDING COMMISSION W12--O8 DECLARATORY STATEMENT DCA05-DEC-219 sheet Z of 9 • • .. .: •;• t' o DESIGN LOAD CAPACITY - , F DESIGN LOAD CAPACITY - PSR SIDEUTES WITH SINGLE OR DOUBLE IfAFd00fIF ,•� � • ��•- TESTEDDFRAME WIDTH STAND ALONE S91GLE SIDCUTES (SEE NOTE BELOW) • • • • , , , , 0 •• HEAD At SILL ANCHORS SIDELITE SIOEUIE WITHOUT SIDELITE SIDEUTE fYiTIlOUT • •iTlTll • • • ••• • •, AT STILE ENDS m 3 FRAME FRAME RBINFORCING FRAME FRAME RKINFDRCINO IR:INFORCINII • • • CLUSTER OF (4)AT 3"D.C. z WIDTH HC1GHf WIOIH HEIGHT • • •.• •• B" (4)ANCHORS G INCHES INCHES EXT.(+) INT.(-) INCHES INCHES EM.(+) INT.(-) EXT.(+) INT.(-) / AT IICAD/SILL 12" 24 70.0_ 75.0_ 24 70.0 75.0 70.0 75.0_ 5_MAX. JO 70.0 75.0 30 _ 70.0 75.p- _ 70.0 _ 7 0 HEAD/$ILL 1II• Q • • •• •VIERS, 1' F A ..�` SILL,--".` a , 36 82 7_0.0 75.0 - 36 82 70.0 75.0 70..0 70.0 • • . _ �•_-,_-,-•', ___�, _ _!�__'__-_I G W 37 70.0 _75.0_ 37 70.0 75.0_ 70.0 • : • •• • _ F a 42 81.7--- 86.1 42 81.7 88.1 01.7 6f.1• • -=-- i I� ---- r 24 70.0 75.0_ 24 70.0 75.0 _ 70. _ ,0 ••• • •• •• 30 70.0_ 75.0 _ JO 70.0 _ 75.0 70.0 75.0 36 86 70.0 - 75.0 30 86 70.0 -7B.0� 70.0 75.0 _...JL__-_ --..0-L__ ry p _ UVJ 47 37 70.0 76.0 37 %0.0 78.0 70.0 78.0 ---i'----•• 42 61.7 66.1 42 01.7 66.1 61,7 66.1 24 70.0 78.0 24 70.0 _ 76.0 70.0_ 75.0 30 _69.8 89.8 JO 69.8 G9.B� 70.0 75.0 36 92 -64.1 64,1` J6 62 84.1 64.1 70,0 75.0 z--.dCy�_CC❑ ;�c.n:cr❑on I 1 -. J7 63.3 83.3 37 BS.J 8J.3-_�-70.0 75.0 24 63.3_ 63,3 24 63.3 _ fiJ.J 70.0 _75.0 0 30 98 57.8 87.8 30 98 57.0 57.8 70.0 75.0 m n I( 11�7 1 I m �� -1 ..JL______ _-....11__._..- I I 1. C 36 _57.1 57.1 3B 57.1 5J.1_ 70.0 75.0 -==-i�••---•• \•-•--n----- I I / 37 52.4 52.4 37 62.4 52.4 70.0 - 75.0 11 REINFORCING \ / AS READ. I� \,II� •� I• LO K OPA10 S p SEE CHART ❑_-7T==❑c --atln_�v , , g1f1 OR/q2 UJ II II\ I I (0 T)0N 1 S ) cp ii It \ i SE SHEEr ',1 DESCRI 1I01 O Win 3 L -- kTACTNE 38-3/4"MAX.(SINGLE) '�,lkIj - -.I_IT'�-__�_.. J 0 rn`U C I [,SINGLE SIDEUTE WIDTH SIDELITE W1011i 70"MAX. (DOUOIE) FAISESL!FMUNTIN5U0R_ 32 3/4" 26 15/18" 28 1$/18" � DOOR FRAME WIDTH DECORATIVE GRILL IT Opo. MAY BE USED D.L. OPG. •�D.L.OPG. NOTE; 37" FROIIUCFREVISEI! FOR DOORS CAPACITIES SEE SHEET 2. LEAF WIDTH a cam dying with 4a FhuUL Iwdlnl;Cod. FOR SIDELITE CAPACITIES SEE CHART ABOVE. SIDELITE FRAME WIDTH 39 3/4"MAX. (SINGLE) AnLplaeeeN 1 O D LOWER VALUES FROM DOOR OR SIDELITE CHART MAX, 76"MAX. (DOUBLE) ei/MnLlaa Dale c P WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH -_-- ,S� J� i4 (y> s (OXXO) MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER FBC 2014 GLASS D.L.O. DIMS c u D.L.O. HEIGHT (SIDELITE) n FRAME HEIGHT - 11.000" ° D.L.O. WIDTH (SIDELITE) a FRAME WIDTH - 4.438" 0,■U Q Enyr:JAVAO PHM40 •� O CIVIL 3J Fit%.PEN.7 70592 A 530 !i k NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) "L A,,20 5 drawing np. AND FLORIDA BUILDING COMMISSION W�Z-OS DECLARATORY STATEMENT DCA05-DEC-219 shoal-:3--f 9 0/16"LAIN. PROPERLY SECURED 2BY WOOD BUCK THROW BOLT- TYPICAL ANCHORS • •DOE 01ST. 1BY WOOD DUCK F EDCF.OISf; SEE CLEVA71ONS . • PF.NL?RA710N 1 �-�"••, • ••% OR W FOR SPAGNC :,;' �. _ ',�} .. •• p141,• W000 STRUCTURE e. •�•jt9 ---r• � y SEE NOTE SHEET 1 METAL rm • 41, 1 "d.•' .." • • • F.DCF.DIST \ STRUCTURE _EDGE DIST. 25 I 1 Vol • ' � � �• •• ••� •• L-�'—J � � �j �J 1 1 26 2 •• . � • � � y b 1 1 TYPIA Acroshl• •• N 11 1 SEE ELEVATIONS TYPICAL ANCHORS TYPICAL ANCHORSqqq 7D 1 1 FOR SPACING -'SEE ELEVATIONS SEE ELEVATIONS II..., FOR SPACING FOR SPACING X70 _ II MMI-DADS COUNTY APPROVEO Ij II CLIPPED MULLION I I SEE SEPARATEOPTN I Qj •SEES SHEET IONS TYPICAL ANCHORS ai SEE ELEVATIONS _ FOR SPAC114G m i a 0 l0Y OR 28Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 1~ji h m .4 W h— - MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 0 o M " THEM TO THE BUILDING STRUCTURE. - 0. 1 ly—MAL ANC}TORS: SEE ELEV,FOR SPACING $z t/b"DLe ULTRA ON BY 'FI CO' (Fu-177 X51,FY-155 KSQ O~ 3 W mm INTO 28Y WOOD BUCKS OR WOOD STRUCTURES �—._ � 1-1/2" MIN, PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC, OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) PROIIUCI'REVISEO 1-1/4" MIN, EMBED INTO CONC, OR MASONRY (JAMBS) h%6&l Jlot wNt the Fl:,de, 1460 Codi DIRECTLY INTO CONC, OR MASONRY AW+o�tNo-11'2�0� �t R 6+PMaFW Ibte,y T la. 1C R 7A 7 t I 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) )� ` `�� c 1-1/4" MIN, EMBED INTO CONC. OR MASONRY (JAMBS) Ca.Rul 1 A14 SMR OR SELF DRI Iltiv cr I REV"• (GRADE 2 CRS) CBl 33 i 2e 2 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8") M - ln B � � INTO METAL STRUCTURES o Z5 I I t STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ffi ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) <e u 'a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) rDOOR DE'T'AILS -- -- J \ TYPI AL EDGE DISTANJAM - - O Engr: CP}IIAA INTO CONCRETE AND MASONRY = 2-1/2"MIN. F E 71592 o n �..'` ' 'v °•.`:; .. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE m 3/4" MIN. 1} ()4 201!) $ EOG E DIST. TYTMCAL ANCHORS 1 2" MIN. - SEE ELEVATIONS WOOD AT HEAD OR JAMBS SC = 0.55 MIN. PENETRATION TNR BOLT FOR SPACINGWOOD AT HEAD, SILL OR JAMBS 1'a > drawing no. C-90 OL FILLED BLOCK AT JAMBS I'm-2000 PSI MIN. W12-08 sheet 4_0! 9 6 l0 5 t�a46 u N011dO-)13bS 80—Z lM s Ilvt�a �ooa •mu BUIMOJP 51QZ 35 uoI2i�J x� a Z64,A 3d'tn! �.�•-��._ .••I'N.f_ OE 1 r MIN LV0A_VP:J5u3 L ON 9z AIJ.3V 3Vfl7 3AId3YN1 G....m H 1. 4 0• l eN awy1MA+Y �� Nq AI8W355V NODI 1NIOd b �plJu�7lp pIM/a1Rp1•o� -•AIMUSSV NO01 Mod z pp pp MIA9MIMUUMd HIMM 3MVUA 1Moo 310N0o HolualX3 Z�' OLLdO of - H10M JV31 __.�_.-... MOMS Noi •d rd— f�-•� •o•I•D et A313 335 -�_C]--17-01 tl 9 ••. 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DESCRIPTION MATBRIAL MANN./SUPPLIRR/REMARKS Li u 6E001 •• - DOOR FRAMC HEAD/SILL 6063-T6 - o• 602 - FFW IE COVER 6063-T0 - N • • • •� •[603• • - DOOR FRAME JAMB G003-T6 _♦ _ ••F�OA�•��i_SIDELITE TOP&BOTTOM FRAME _ G083-i6 4A E620 - SIDELITE 9'OOIiOM FRAME _ 8003-TO 5 E005 -�-- SIDELITE FRAME JAMB 6063-76 E000 _- _SIDELITE SLIP ON JAMB 6D83-TO v •• ••• • • •��F~` - LEAF TOP&BOTTOM RAIL_ 6063-TG • • • • • • EOfb _ - _LEAF 9"_BOTTOM RAIL _ ___ _ _6063-_T6 ••• • • i_ E8 LEAF W'STRIP ADAPTER - u 6083-T6 (�p r• 4ta@9_ LEAF 16NGE STILE _ 6063-T6 - a m QgQg EBTO LEAF LOCK STILE G063-T6— —�__�_ [::14:A� E611 - LEAF ASTRAGAL STILE 6063-TOE612 - LEAF ALICNMENT BRACKET 6063-TB ED13 _ LEAF ClM1P G003-T6 4-1/4;L0NO LL LLyE61JHINGE BACK-UP PUTE 8083-TB 12'IONC1 C61h GLAZING BEAD(5/26"LAM.CLASS) 6063-T6 EI00 —OLA2WG BEAD(7/18"LAM.CLASS) 6003-TB -iGLAZING BEAD(INSUI.GLASS) 0003-TB E616 SNAP COVER _ _ 6083-T6 17_ E013 - DOLT SUPPORT __6063-76 _N07_S_HOWN 16 - __AS REDD. SIDELITE MULLION REINFORCING _ 6003-TB - W Ln 19 FO-107- _ 3/LEAF BUTT HINGES _ ALUMINUM _SULLIVAN&ASSOC. 20� F81202 - FLUSH DOLT LEVER_____ -_�_�SULINAN_&ASSOC. _ 2f FORD I4SS - CONCEALED FLUSII BOLT ROD - ST STEEL SULLIVAN&ASSOC. 22017. SMS AS REDD. FRAME ASSEMBLY SCREWS _ 2_3 —2 X17.%3/4' - HINGE INSTALLATION FASTENERS I'll SMS -- - 4 ___ __ ___ _ --3/8'DIA.THREADED ROD STEEL - O O M z� 2b—_ W11323 - _PILE W STRIPPING _ _ WOOD UITRAFAB — � Z 3 20 E20018-KN-3.020 -_ BULB W'STRIPPINC _ SANTOPRENE EPDM 27 _E206 y - GLALNC BEAD BULB SANTOPRENE ULTRAFAB � y_- CLASS SPACER SILICONE FRANK LOWS_RUB UER CD. _ W 29 �E622 FLUSH BOLT CUP_ - __NYLON �^ _ 30GLO1TIC _ __ DIACI<_BOLT SUPPORT BLOCK �!POLYETHYLENE INTERLOCK OL J7 OIW-_ _ WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC ^ 33 _--010 X 3/4'�2/ADAPTER FH SELF DRILLING SCREWS 34 - 2/LITE SETTING BLOCK, 1/4'X 1/2'X 4'LONG EPDM AT 0'FROM EACH END, DUROMETER BOt5 35 2/LITE SETTING BLOCK, 1/4'X 3/4'X 4'LONG _ EPDM AT 6'FROM EACH END,OUROMETER 8Ot5 5 �.ANTC4.i N H _ ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. c VROUTJCFNEV19E0 c••' � Dewith thehowlaFTut1dL N_ °o g 8 Code AeeWm•v NO KyYa11w T3a1a tk LLL • ti .N Engn JAVAD AHMAO MOr11MM radKlCaatrd CL FLA.PEM/70592 S C N.3535 ,rowing no. L EP )4 2015 W12-08 hnSt Tor gD WICKS: . . OPTION 41 . .. ) 4 POINT LOCK ASSEMBLY DL01-80077 BY'INTERLOCK USA INC.' 49ONVENTIO L DOOR LLOZKSET WRtI IIANOLFi • (2)LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 890 BY'KWIKSET' I.00ATTL AT 39•IyM FHOY BOTTOM 1/2"DIA. THROW BOLT(1)AT TOP ENGAGING FRAME I4CAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON •/ AND(1)AT ROTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4"FROM BOTTOM a ppp THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS a 1 1 a LOCK HANDLE LOCATED AT 42-1/2-FROM BOTTOM CONCERT ""FINISH BOLTS EdICA:L ASSOC.' Q, / "X 2'•TIIIIOW480L76 FYCAtaI14G �k�lD ANU SILL JN/yCTNE LFnF� AIANU LYbAE�ATEE LiVERG MWNT"ON S FACE a O n 2 POINT LOCK ASSEMBLY BY'INTERLOCK USA INC.' LOCUt �' tII-6 STRtOR/VOP AND BOTTOM • 1/2'DA.THROW BOLTS AT TOP AND DOTTOM ENGAGING FRAME liiK FA%ENFj1 T RE fTHS2)9�.2:./i"Fil MS o HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS INACTIVE AF LOCK LOCATED AT 42-1/2"FROM BOTTOM CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' 01663 1/2'X 2'THROW BOLTS ENGAGING FRAME AT HEAD AND SILL O MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8"FROM TOP AND BOTTOM z W.r LOCK FASTENED TO STILE WITH (2) 1e-32 X 1/2'FH MS „i b t� J I it � • • �� "'n am 0 OM vi PRODUCFREVtSIO Z a� , jplfM1.1I the 1•torW% 3 Z Z DN.�tt� 0A.13 0�8 male-_ hC1NE 41ACTIYE ACTNE-- ACTNE -� ItACTAE ACINE �w HINGES: 3-1/2'X 7-5/8"X.122"THK. EXTRUDED ALUM HINGE Engn JAVAO NIIAAD rJr ,t O PART PFD-107 BY SULLIVAN&ASSOC. FIA P 70392 CIVIL 3 HINGES PER LEAF CA .1 70 BOTTOM HINGE AT 10-1/4'FROM BOTTOM ,{ 38 TOP HINGE AT 11-3/4"FROM TOP `C'' ,015 �, o„-_h CENTER HINGE AT MIDSPAN(38”D.C.MAX.) HINGES FASTENED WITH MLO X I"FH SMS drawing no. (5) SCREWS AT HINGE STILE (0) SCREWS AT FRAME JAMB W1 2-08 (sheet ,hof 9� • ... 4.000 r•-1.750-� • • • • •- 19 • 494 130 .6 .078 21 Fly 1.625 .078.. ••• .. O3 0�•: .8 . .903 - •-04Zr �(5y�® I. o `I. 4.031 �!--W 1.04% 1.p47�- H 1.172 P 71 1111 4.750 �p 1^n I -2067 • 14 �LA3INC.BF�a� la G��LING BEAD 15 GLA%tNG BEAD 0 DOOR FRAME H[AD/SILL 0.0. 5/A9•.IAS• • . 7`19•GLASS WSUL.GLASS a , .�- CY �' o 7 LEAF TOP/BOTTOM RAIL 0 a o ,.625 3 G LL g .078 w3. "•078 J C 11 4.781 719 Qb � •-.07a 1.750 1.5107 J. 9.250 1.500 -----4.000--�� 7.531 r.3i2 J LEAF HINGE STILE -5} ,062 vnaalcr aevtsen 1.507• 5.344 u ahrytlyh+q nigh lhk Ff." � •q,,,, UVMBnp Cw4 AetepUea 1.750 -4.000----1_4.000•-� a LEAF W'STRIP ADAPTER o L,. 1 .094 CWId Q pn ;n SIDELITE TOP & BOTTOM FRAME T �- 1 aaz � Z 3 2.0181 1.750 1.5107 1.7s0� •312 .079 -.320 L T--1. _-� § 3 2 ..LL�� .0781.504- -� %A 9" BOTTOM RAIL tz U 1.912 J �� LEAF LOCK STILE Lso7• LEAF ALIGNMENT BRACKET 2 FRAME COVER 5. 4- [ "74]e 344'- J .078 �� -moi .375 ._...�. F�-.687 I- ( T �- .050... 1.�97 1.507 ,.750 2.G6, ...,25 +-.,25 2 t� 1.574 3.781 0 € 3.719 +-.079 154 LILI 11ttEAF CLAMP 1e� SNAP COVER LEAF ASTRAGAL STILEL HINGE BACK-UP PLATE 9.000 u - 8.281 � �alu_ 1.500 -F,.1.500••.j ..•i 1.250 I-_. 19 ,o c -.625 I dj .719 I .719 SIDELITE MULLION REINFORCING G .078-11V Eng1:JAVA0 A HAA0 4.000 -� 4.000 RA.PE L 70192 3$ 1.625 4188 CAa. 536 y � �• L Z 7 d 9 a8 t iJF ,.507 .078- Aordlro.lwtng no.� '-'.-'-.-4000 IY 12��8 C'J DOOR FRAME JAMB s SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME a SIDELITE SLIP ON JAMB sheet 8 of 22 22 • 00 00 o • • • • • • • :e 0,10 so:• • • '' •v. N / ••• : •'• :' ' •• / /� ///'/ LR U. W DOOR FRAME CORNER � t� � m SIOF.IITE FRAME CORNER SID LITE MULLION ti SIP ON JAMB QQBh p 1OpM n Z 3C OhobeFla OL .00 Net - 13 bWtNry lbdWl ) WO Engn JAVAD Ni�A. j X70 9238 2015o.SLEAF CORNER 9 M1AM1•DADE fZ�C Z 0-1C MIAMI-DADE COUNTY .4U CT CONTROL SECTION 1805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) iami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION tj� 15-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA *+ miamidade. ov/econom ECO Windows Systems,LLC 9114 N.W. 106'h Street, Medley,FL 33178 w y SCOPE: This NOA is being issued under the applicable rules and regulations gove e e of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade Co my RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(M-IJ). 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 11700"Aluminum Sliding Glass Door w/Reinforcements-L.M.I. APPROVAL DOCUMENT: Drawing No.W13-49 REV C,titled"Series-700 Alum SLD.Glass Door(L.M.L)", sheets 1 through 12 of 12,prepared by Al-Farooq Corporation,dated 09/27/13 and last revised on DEC 02,2015, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressures Vs Reinforcing,glass types and anchor capacity charts in sheet 5.Exterior(positive)design pressures are limited to+70 PSF w/2-3/4"sill riser and+47.0 PSF w/2"sill riser.Lower design Pressure from charts applies to entire system. 2. See approved configurations in sheets 1 thru 4.The max frame are of alternate sizes not to exceed tested frame area per FBC requirements. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertisjug J4gr4ure. If aQ ,porj�pn of the NOA is displayed, then it shall be done in its entirety. .. . . . . . INSPECTION:A copy of this entire NOA.slWLbj p;gjidbtt'to th$tai by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 413-0912.02 consists olthi;page land eyidence pages E-1,as well as approval document . . mentioned above. The submitted documentation was reviewedby?shaq*1.3C1a>1dA,P.1$. : NOA No.15-0612.05 MIAMEDADECOUNW Expiration Date: March 20,2019 ... ... . Approval Date: December I7,2015 ... Page I ,y, . . . . . . . . . . .. .. ... ... . . . .. .. . ... . . ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W13-49 REV C,titled"Series-700 Alum SLD. Glass Door(L.M.I.)", sheets 1 through 12 of 12,prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02,2015,signed and sealed by Javad Ahmad,P.E. B. TESTS (Submitted under file#13-0912.02) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL-7405 dated 09/13/2013 and last revised on 02/10/2014,signed and sealed by Marlin D. Brinson,P. E. Note: The above referenced test report has an addendum letter dated FEB 10,2014,issued by Fenestration Testing Lab,Inc., signed by Ms.Iliana Sanchez,test report Author. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(5`h Edition),prepared by Al Farooq Corporation,dated 06/10/15 and last revised on DEC 02, 2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours&Co.,Inc.)for the"Kuraray Butacite®PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours &Co.,Inc.)for the"Sentry Glass®(Clear and White)Glass Interlayers", expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5`h Edition)and letter of no financial interest,prepared by Al Farooq Corporation,dated 06/10/15, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. .. ... . . . . . .. G. OTHER •• ••• • 1. Test proposal,datedV3/2S/13 diprdved by Jaime D. Gascon,P.E. ... Ishaq I.Chanda,P.E. • Product Control Examiner • • • ••• • • ••• • • •• NOA No. 15-0612.05 •• Expiration Date: March 20,2019 Approval Date: December 17,2015 . . . . V: . . . . . .. .. . . . .. .. ... . . . ... . . 4 3/8" CLUSTER OF - 6 ANCHORS 5"MAX. 13"MAX. ' - �AT INTERLOCK ENDS HERO a HERO SEE SHEET 5 FOR CAPACITY CORNERS 96" St c�0i DOOR FRAME WIDTH C aIoo INTERLOCKS y & WITH OWITHOUT K CZ Ij II REINFORCING ry SEE CHART #1 I I INSTRUCTIONS: C _==1c—=❑ter==_ E a US,CHAR AS FOLLOWS, •• •••&O I AND REINFORCING REOUIR EN(S.��S CAPACITY D J B • ST& 2 SELECT SILL TYPE FROM SHEET 7 ANDLIMB J EXTt+=ELSI&CPRESSURE AS SHOWN ON DETAIL. • STEP 3 SEE CHART#2 ON SHEET 415 F(IR ANOIIOR CAPACITY. • •••••• I I V) W 4 • STEp q THE LOWEST VALUE RESULTING FROM STEPS 1 �I I�- - V) •• i"ii'� THRU 346WL•WPLY TO EMIL S"M. --��---_?Fip"o a • • • iI I� jh • ••• •••• •••••• U(5JJ • • �I I� G Z 3� • ••• •••• •••• �" • • • • - --- 8 3 Z�o • •j1gTLITE OPEfJTP ?%DTHS: •••• — o • FIMED STILE—INTERLOCK - PAME&JVJD"— 7.125" `� U w" •• • INTERLOCK—AST0* �= PANES IETH• 7.250" B W.' • DAYLITE OPENING•HEIGHT: IyLDDUCFpF.VgHD O • PANEL HEIR?x•6.50" •••• 110 mpp1g"Ilk IMeMryl WMIq Code •• •'PANEL HEIG T Z•� 41 3/4"R FRAME HEIGHT•- 1.5625" �p AewplrreNn/ —0 /1'•0•r • 41 3/4" �SG1 •aNeKA /9 •••• FALSE MUMIN D.L.OPE. O.L. OPG. 3 OPTIONAL R THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 48 7/8" Mrw14eLC44LrM o 8 it SHUTTERS ARE NOT REQUIRED. PANEL WIDTH 48 7/8" pgt Rg PANEL WIDTH S S SERIES-700 - ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE S,SILL 13'MAX• REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE CORNERS SILL 5^\� LAMINATED GLASS "o e g`' INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 o i m v TER OF 1BY OR 2BY WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO C6 ANCHORS INSUL. LAM. GLASS TRANSFER LOADS TO THE STRUCTURE. AT INTERLOCK ENDS LARGE MISSILE IMPACT SEE SHEET 5 FOR CAPACITY Y ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Eng,:JAVAD ARMAD r e a EMBEDMENT TO BASE MATERWL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML 3 �PICALE�ATIONE�ATION FLA.PE/70592 3 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAM 5538 �. NOT PART OF THIS APPROVAL. OX A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. EC ALTERNATE SIZE UNITS: ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MAX. FRAME AREA OF DOORS NOT TO EXCEED drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT - THE TESTED FRAME AREA OF 72 SO. FT. W1.�—'49 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 0112 CLUSTER OF W 6 ANCHORS 5"MAX. 13"MAX. 4 3/6" gr AT INTERLOCK/ASTRAGAL ENDS I HEAD HEAD NP. SEE SHEET 5 FOR CAPACITY ro CORNERS J 147-7/16" e A !yA 6 OR FRAME WIDTH fwwAV LL INTERLOCKS C WITH OR WITHOUTREINFORCIN ¢ 11 11- SEE CHART Q LL z_ ills i' i k C r _ To NI ti J �•• .��I -� ii m � •AP. 2• I I I=> X I• • • •�l�G-!__a� __ • �I 1� O OM 0 • ••• ••• ••••�•• �' Z- • • • Ole ' dJ •• •.• • , o •i•.•• •••. ••• : 421/16" 42 1/16^ ' mp /RODUCfRLVtBED .I.MUNTIN D.L.OPG. D.L. OPG. 3 OPfIR7UL* ra0ybjwkh1k F1mri& . 49 3/16" n b bombs C"t �� 13o i (�C\ 49 5/16' PANEL WIDTH PANEL WIDTH ASTRAGAL INTERLOCK CL Tt ► � tro{ ��3 5"MAX. c •^9 SILL 13"MAX. O CLUSTER Of o c e CORNERS SILL 6 ANCHORS m S$ AT INTERLOCK/ASTRAGAL ENDS L m TYPICAL ELEVATION SEE SHEET 5 FOR CAPACITY oxx 4 Engn JAVAD AHMADCIVIL a r ALTERNATE SIZE UNITS: FLA. Ca N t 573059 S MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 110.7 SO. FT. 0 2.2015 droving no. W 13-49 I:t:2 of U CLUSTER Of U 13'MAX. 4 3/8' _ 6 ANCHORS %aREADw AT INTERLOCK/ASTRAGAL ENDS � a CO ERS HEAD _�Ir^TMP— ^- SEE SHEET 5 FOR CAPACITY 192" 3 " DOOR FRAME WIDTH ^G S 8 ul INTERLOCKS INTERLOCKS 8-6�i II WITH OR WITHOUT �1 II WRH OR WITHOUT �J REINFORCING REINFORCING a SEE CHART 11 4 SEE CHART m � � •• li i% ii D % li % it D i/ v J v� N rp •• •• JJ x • •I �l •• •.• • • • I . 11 II II XX • • •Iit • 1i •• •.• • .• •.I'•• �I II 1� 3 M • ••• •.• i.• .c i Jo 13 3� • • 11 II I • ••• •.• •� �.� . ==1''= 3 14, 0 3 z • •• . :. I :• .•t . .•••• 6 V 7 809*1 Aill R •I W rnm o !!••• • 42.1/18" O.AILNiIN 42 1/16" •• 000 FALSE PP D.L. OPC. D.L. OPG. PRODUC F REVI6ED • in $ rc.wplYlaY wild Ue P1nrH� 49 3/16" 11Wiq Cap PANEL WIDTH 49 5/18" D E H PANEL WIDTH 1 INTERLOCK ASTRAGAL INTERLOCK �`•P .I w r Nel 5'MAX. < N N SILL 13'MAX. .o CORNERS SILL �,0 CLUSTER OF o 8 0 cR S I TYPICAL ELEVATION �AT INT RLOCK/ASTRAGAL ENDS <m OXXX SEE SHEET 5 FOR CAPACITY 4 Engr:JAVAD AHMAD ALTERNATE SIZE UNITS: CNIL MAX. FRAME AREA OF DOORS NOT TO EXCEED FLA. E 150592 THE TESTED FRAME AREA OF 144 SO. FT. 5 2015 Browing no. W13-49 sheat 3 of 12 DOOR FRAME W. �� w A r� NOTE: Z j C 0 E 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. # 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS F a �. REQUIREMENTS SEE SHEET 5. k� B 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. INTERLOCK OX(SHOWN) EXTERIOR f,7 1.�1�g1i XO I DOOR FRAME WIDTH(SEE Dp TABLE) _I m XX BGp DOOR FRAME WIDTH O © pO O 8 Aa, lu�W7i�j�G J H Q 4jNg F G D � •• J • /u^TRAGAL INTERLOCK � •• ..• ' OXX ) • •••• EXTERIOR $ V) • • • xx•mom • 6I DOOR FRAME WIDTH(SEE Dp TABLE) I W LS ~ • D00 FRAME WIDTH •• •• JO *.T.AL O O NI 6000.CZI-i�;wINTERLOCK W OL'm •• ••• 6666• • EXTERIOR •qA0(SHOWN) • •• • • • DOOR FRAME WIDTH (SEE Dp TABLE) 094 000 0000 0 • • A DQOR 11�ME WIDTH © O © O O �•me b t'�- a ►h,1q `AST R 0•� $ B oa a- INTERLOCK INTERLOCK '5 9 OXXX(SHOWN) EXTERIOR 00 OXXO DOOR FRAME WIDTH(SEE Dp TABLE) J n 4 XXXX Engr:JAVAD AHMAD I r APPROVED CONFIGURATIONS CML FLA PE&70592 CAN. 36 �E 2015 S drawing no. W 13-49 sheet 4 of�Q CHART #1 DESIGN LOAD CAPACITY - PSF (GLASS) CHART k2 3/16"TEMP.CLASS 4 LOAD CAPACITY - PSF (ANCHORS) 3/8"AIR SPACE GLASS TYPES GLASS TYPES eANCNORS 3/16"HEAT STREN'D GLASS n 'B', 'B1' 'A', 'Al' AT MTG. 090'Inlerlo er 3/1 B"HEAT STREN'D CLASS AVERAGE DOOR FRAME WITHOUT REINF. WITH REINF. AVOW 0008 FRAME y z 1. 3 PANEL WIDTH HEIGHT PANEL WIDTH Hi 9M ENDS SenlryGlos 090"Interlayer o INCHES PICHES EXT.(+) Ni EXT.(+) INT.(-) man INCHES ENT(1)T INT.(-) By 'Kuraray America,Inc.' SenlryGlae !!`� 30 70.0 80.0 70.0 80.0 30 70.0 80.0 3/16"HEAT STREN'D GLASS By'Kuraray America, Inc: al JB 70.0 80.0 70.0 80.0 36 70.0 80.0 3/16"HEAT STREN'D GLASS Q V 42 82 70.0 80.0 70.0 80.0 42 82 70.0 80.0 48 70.0 80.0 70.0 80.0 48 70.0 Si - I I 54 62.2 71.1 62.2 71,1 54 62.2 71.1 VVV111 �I I �I \\ rj SEE 30 70.0 80.0 70.0 80.0 30 70.0 80.0 v v� / 2} I I I I \ 23 II I I II \ 9 14 36 70.0 80.0 70.0 80.0 36 70.0 80.0 ^ }1 / u n 211 \ n / n u 28 \ o lQ7 42 64 70.0 80.0 700 80.0 42 84 70.0 80.0 II I I SILICONE II II I I SILICONE dJ r 48 70.0 80.0 70.0 80.0 48 70.0 80.0 I II II I DOW 899 ( SII �i �I I DOW 899 54 (1 71.1 62.2 71.0 54 62.2 71.1 I / ) Z 30 70.0 80.0 70.0 80.0 }0 70.0 60.0 \ / \ / J 36 70.0 60.0 70.0 80.0 36 70.0 80.0 Q b 1 42 BO 70.0 80.0 70.0 80.0 42 90 70.0 80.0 \ Y9 / \ 29 CARDINAL XL 48 70.0 80.0 70.0 80.0 48 70.0 80.0 i EDGE SPACER O ST. STEEL _ 54 - - 62.2 71.1 54 62.2 71.1 GLASS TYPE 'A' GLASS TYPE 'Al' V m 30 • 970.0 80.0 70.0 80.0 30 70.0 80.0 7/16"OVERALL LAM.GLASS 1"OVERALL INSUL. IAM.GLASS J 'a • •• 75.0 80.0 70.0 80.0 36 70.0 80,0 � $ ••0 Ip• 96 70.0 80O 70O 80.0 42 98 70.0 80.0 3/16"TEMP,GLASS n • 19 ••• .0 60.00 70% 80.0 48 70.0 80.0 ••0 1 We M • • 7 62* 71.1 54 62.2 71.1 3/16"HEAT STREN'D CLASS 3/8"AIR SPACE • 30 70.0 8. 7 80.0 30 70.0 80.0 • 090"Interlayer 3/16'HEAT STREN'D GLASS ca • 00 36 70.0 80.0 70.0 80.0 36 70.0 80.0 Butacls PVB •• • B8 • �Q,O 800• 80.0 42 98 70.0 80.0 By 'Kuraray Americo, Inc.' But"Heter�loyer H N • • ••• 70.0 80)00 •iM 80.0 48 70.0 80.0 3/16"HEAT STREN'D GLASS By'Kuraroy Arnerlco, Inc.' 0 o •• •30PIP7% - - 0.0 80.0 30 70.0 80.0 3/16"HEAT STREN'D CLASS Z t1 36 ♦ 700 80.0 36 70.0 80.0 g 3 Z H i• • • •l0.o 80.0 42 102 70.0 80.0I _ plike - y• •iw 80.0 48 70.0 80.0 2 � yyn1• 0.0 80.0 30 70.0 80.0 a / 23 I I a2336 - - 70.0 80.036 108 70.0 80.0 t$ / I n 2B42 - f 0110-0 80.0 42 70.0 80.0 II SILICONE I I II II SILICONE •• •t8 •• • - -• 7(W 80.0 48 70.0 77,9 I II �t I DOW 899 I �I 11 �I I DOW 89B \ i / \ i /CARDINAL XL u 7 172 29 EDGE SPACER ST. STEEL y 6 7 GIAS_ TYPE'B' ' GLASS TYPE 'BI' 7/18'OVERALL IAM.GLASS 1"OVERALL INSUL. LAM. GLASS c m 6 PRODUC r RP.VTWED H ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE GLAZING OPTIONS Irampl NLlA IMe PLaLyA o o g FOR DOORS WITH 2-3/4"SILL HEIGHTS. MONn{Ced4 17 <m u FOR 2"SILL HEIGHT LIMIT IiLOADS TO 47.0 PSF �• �1'1s �2t7S LJ DOORS WITH 1-1/8"SILL HEIGHTS ARE NOT APPROVED FOR w Date INTERLOCKS WITHOUT REINF, INTERLOCKS WITH REINF. WATER INFILTRATION RESISTANCE Elpr:JAVAD AHMAD SEE SHEET 7 FOR DETAILS CML set Ceslrof $ 33 FLA.PE B 70592 NOTE: CAN,3538 � S SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. U ti SEE CHART #2 FOR ANCHORS CAPACITY. NOTE: LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. GLASS CAPACITIES ON THIS SHEET ARE drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION W13-49 DECLARATORY STATEMENT DCA05-DEC-219 sheet g of12 O� �., W M @ 3 18Y OR 28Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS Z� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM FI AND TRANSFER THEM TO THE BUILDING STRUCTURE, a RJR a' N 914 TICAL ANC ORS: SEE ELEV. FOR SPACING czY F -AT HEAD - — — — — �+ c a I TYPE IA.'A'- 1/4" DULTRACON BY 'ELCO' (Fa-177 KSI,Fy-155 KSI) 04 �pyo s THRU 1BY OR 28Y BUCKS INTO CONCRETE a G{ 1-1/4- MIN. EMBED INTO CONCRETE a 14 TYPE 'B'- 1/4" DLA. ULTRACON.BY 'ELCO (Fu-177 KSI,Fy-155 KSI) I S DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED I U o TYPE 'C'- 1/4" DIA, SELF DRILLING SCREW (GRADE 5 cRs) » INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) Q N INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) W ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) N L — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ro n —AT SILL — — — — — — `on TYPE 'B'-• 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 M. Fy-155 KSO O Z 3� • DIRECTYY INTO CONCRETE •• • — •1�Sf4" MIN. EIBED••• pa •• • • • • • —AT JAMBS- — — — — Li •• TYPE 'A'- 1/4" DIA, ULTR" BY!ELCO' (Fu-177 KSI. Fy-155 KSI) • INTO 2BY WOOIf fl&t?UR WOOD STRUCTURES •••• • YI J2•' MIN. P.NEiRA'YON INTO WOOD ••• I•• ••"U 1 B BUC"MO OONC. OR MASONRY PRODUCFREVmRpR •• •• •",J4" MIN. EM"•IVTO CONC. OR MASONRY I mcoooibswlM IM n.,w c •• 1 086 NPE IS'-•6AA!DIA. ULTR•AG(1N.BY•'ELCO' (Fu-177 KSI.Fy-155 KSI) I Ae�eepl�i•mm 1C,�p o R • • DIRECTLY INTO pQjp, 0,J MASONRY c��ak--�{lg „ 1 4" MIN. EMBED INTO CONC. OR MASONRY ...� •• TYPE 'C';•3 A4" DIA SELF DRILLING SCREWS (GRADE 5 CRS) • ( INTO MIAMI-DADE GOUTITY APPROVED MULLIONS (1/8" THK. MIN.) I c u^ ^ ••TMITC j1ETAL STRECTUREZ •6iECLL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) L — — -1 Enyr:JAVAD AWAAD Q ANCHOR EDgE DISTANCES FLA. 0592 70592 INTO CONCRETE - 2-1/2" MIN. c •3538 S INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. � CONCRETE AT HFAO, SILL OR JAMBS Pc - 3000 PSI MIN. O 2705 drawing no. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. W13-49 shit 6 of 12 TYPICAL ANCHORS SEE ELEVS. 1BY OR 2BY WOOD BUCK a FOR SPACING (SEE NOTE SHEET 1) METAL __ _ _ ___ ____ a STRUCTURES rr--------------------------- 1/8. --�, n EDGE-•DISY. •.•��Pf ED .•.CONCRETE SEE SHEET 6) 1, SEESEPARATE NOA COUNTY APPR'D MULLION i Z 3 •a' 3'K(MIN. 3_1 g' I 1 C t -� x EDGE DIST. f 11 (SEE SHEET ) I I �7 • STAGGERED a 18 I� STAGGERED I II {G�ii O 0o • Imo_______ __________ ________�I ^ N U ' m O,,y,,?s�{{�m 2i � \N � QQa�VOl tQo O TYPICAL.ANCHORS TYPICAL ANCHORS y�j Ix a SEE ELEVS. SEE ELEVS. FOR SPACING FOR SPACING Ig 10 q q h h p S V o I, 1, I II II J J J 11 II I I 11 11 � p I q I !I /pODUCTTtEV18ED V) 11 I II II II Nee1•)iiCo N wHh the RbrUA y.��eH- 6 IZ-0 1 11 11 I I II Irr50"do a_ 9 f.9 W LL 1 11 11 II II Z VVV/// C401M 3: C3 O C)L111,11 I if M N x o • Z^� •• .40" • d • WEEPHOLES: 3 p •• • 1• I I 1 8 3 Z :o • aI I� ,� II II n p • • p Wt = 1-1/2" LONG NOTCH AT EACH END. 1 .. a I u n n �n �p •• • • • iC• II II W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS • • 1 I '1 it AND 36" O.C, h.l O1 • •W111 04, W3 - 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS •• 000 ••• 1 II AND 36" O.C. • • h �I q c • ••• ••• W4 - 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS • • • II • AND 36" D.C. • •• x3 • • a PILE PADS: °� • 11 I 'I II (1 LOAD BEARING SHIMS :000% • a OR 1a P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION POURED&HARDENED 1-1/16" LONG X 7/16" WIDE X 7/16- HIGH r ••••• 9:00 • HIGH STRENGTH GROUT 13 / / / & • 18 NON-SHRINK, NON-METALLIC P2 SELF ADHESIVE PILE PAD •• 0000 • •• f'c 5000 PSI MIN. 1" X 3/8" X 1/4" HIGH ••• • f R.L• • • 28 24 12 rx P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN O d • • Pa \ 2-1/2" X I" X 3/8" HIGH o° ••�4 n P4 - OPEN CELL FOAM AT INTERLOCK & ASTRAGAL 21 \ w v, 2" LONG X 1-7/16" WIDE X 7/16" HIGH n W3 Eng,..JA AD AHMAD ... I ..�....�.. ......... U p59 NOT APPROVED LIMIT MA. LIMIT MAX. N. 538 O N .CONCRETE . '_ •P3 FOR WATER RESISTANCE EXT.(+)LOADS EXT.(+)LOADS l' TO 47.0 PSF TO 70.0 PSF U 4 DGE DIST. v EI •• 3-fle". SILL HEIGHT VS WATER RESISTANCE EXT.(+ drawin•) LOAD e no. STAGGERED TYPICAL ANCHORS SEE SHEET 5 CHART I FOR DOOR CAPACITY W13-49 PI SEE ELEVS. Sheet 7 OT 12 FOR SPACING LM�u W a M PANEL WIDTH Z TYPICAL ANCHORS O -, SEE ELEV. REINFORCING F FOR SPACING AS REOD. al SEE SHEET 5 TYPICAL ANCHORS �{�j Y © P2 FOR CAPACITY O D.L. OPG. O SEE ELEVOR SPACING W u • ^1.pCp .v V TT pi 22 ........_. w a 4 2w 22 .....u... 27 1 0 �a ( .. II INTERLOCK S 17 8 OR WO BUCK W v� WOOD OST TE UREET 1 W EXTERIOR SEE co v D.L.O. 3 S P3 m 'U .. O OM „ PANEL WIDTH 0'-_y 00 •• ••• 1/4'MAX. • • • DOOR FRAME WIDTH(SEE Op TABLE) ww•••• SHIM oaJ go* 0 • • � W mm • • • • lIWDUCf REVISED H +�CPY 0000, • •0*0 • • • • ! art 441ftl1 •• ••• •••• •••••• 0*0000 • •••• • •• 0.• • • °- N e g N 0000c n En9r:JAVAD AHMAD n CIVIL 3333 ilA 70592 CA .3J8 0.3215 $ drawing no. W13-49 sheet g of�Q T.()0 6�+m4s WIHS 6 Y—L L M HLOM 3nVW WOO XVMI.f�l 'Ou 6wMwp F S LBSOG/ Y W 8 7n 'j OVNHVIQVo �6u3 o v . whN • 1'� ` • N N222 • •••••• •• •', 5t�•••••• IW • IZ"lk�m �i � 7 "'1`�•11NSU gIM11N! • • ••• ••• • •pH�ll+rl4N+ul4lww • • 0381A3tlJ�fNlOgld _ _ •• •.e ,• ••• • JU so • O ' W 4 o � � el • p v 00 0 •••• 801 � ••• •• VU •••QNl,yp�331 j8 0 '%WI.f� � (31OV1 d0 33S) H101M 31V8d 8000 S80HON�VlCiIVDIdA1 v� 4 r 00m ROM 13wd f LZ Ed N '0'1'0 'ZIOIHaILX3 zzN g Gl 9 i1Y0V81SY NOOl831N1 g n ; 3811OANIS Lt L:.:::.......... . .......L, I 1 ... I _-=__- c Z F. - ZZ ZZ T' AlI1NVf10 ONV - rtl I� ONIOVdS 80d ..:.....:. . A313 33S S80HONV IV3Id.1l OZd O •0d0 fd M'od. lo f m ovdvo UO3 Z S 113 33S H101M 13NVd'0038 SY ' w ONI 8OAMI e � H101M 13NVd s �� ITEM/ PART# QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS W 1 E701 1 FRAME HEAD 6005-T5 - a 2 E702 1 FRAME SIL 6005-T5 r%1 3 E703 2 FRAME JAMB 6063-T6 - 0 j 4 E704.--- 2/PANEL PANEL TOP AND BOTTOM RAI. 6063-T6 - J 5 E705 AS RQD. PANEL LOCK STILE 8063-T6 - 6 E706 AS READ. PANEL OUTER INTERLOCK 8063-T6 - �iIL pp 7 E707 AS REDO. PANEL INNER INTERLOCK 6063-T6 - U 8 E708 AS READ. PANEL MALE ASTRAGAL 6063-T6 - 9 E709 AS REDD. PANEL FEMALE ASTRAGAL 6063-T6 - 10 E710 AS REDD. GLAZING BEAD 7/16'LAMINATED GLASS 6063--TB - VIJ~i 11 E711 AS REDD, GLAZING BEAD 1'INSULATED CUSS 6063-T6 - 12 E712 AS REDD. SILL TRIM 6063-TB OPTIONAL g a O 13 E713 AS REDD. 2'SILL RISER 6083-T6 - V 14 E714 AS REDD. 2-3/4"SILL RISER 6083-T6 - Q Q6Q 15 E715 AS REDD. FIXED PANEL CLIP(CONTINUOUS) 6063-T6 - Z j 17 E717 AS REDD. INTERLOCK STIFFENER(FULL PANEL LENGTH) 6083-TB - Q m g 18 #10 X 3/4"HWH SMS AS READ. FRAME ASSY.SCREWS ST, STEEL IBA $10 X 1"FH SMS AS READ. PANEL ASSY.SCREWS ST,STEEL - _ 19 p8 X 1/2'PH SMS 2/CLIP Fl%EO PANEL CLIP SCREWS ST.STEEL AT 3"FROM ENDS h 16"O.C. () c m 20 X10 X 1-1/4'PH SMS 1/ROLLER ROLLER INST.SCREWS - NOT SHOWN J '� 21 WEATHERSTRIP AS REDD. FRAME AND PANEL WEATHERSTRIP - FIN SEAL ,190 HIGH BY ULTRAFAS n 22 E235 AS READ. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB $ N 23 E203 AS REDD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 8545 24 PR03-6005 2/MOV. PANE TANDEM NYLON WHEELS IN ST. STEEL HOUSING - INTERLOCK(1/2"MTG. SPACER REDO.) a� 25 E718 2/PANEL FIXED PANEL SKATE DELRIN - w 26 118 X 1/2"PH SMS 2/CUP FIXED PANEL SKATE INST, SCREWS ST.STEEL N ,a 27 - AS REDD. 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK 0)� 28 AS REQO. BUMPON(SILICONE SPACER) SILICONE BY FRANK LOWE Z 29 • • • AS REDD. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 8045 SHORE A 3 • •••••• Uw .J •• ••• • • • • Wm • •• ••• •••• •• s• PRODUCf REVtKb • • • �So•yrll••10 I—FkrNr j • •00 •••• •••••• 8¢ •. :00 SEALANT: ••.• A � • • %. 4pjVTS AND FTtAME•C.QANECTIONS SEALED WITH _ ° • •• WHITE/ALUMINUM COL I ONE. • 004•• ••• •••• •••••• • • • • �•J" O n En9r:JAVAD AHMAD e CML ti 3 M.PE S 70592 A 5 C38 X . 015 drawing no.. W13-49 sheet 10 oT 12 5.059 3.5823.562 !i v W .078 .125 .130 �+ .693 1' j 1.129 .078 1.J12 1.824 .937 .045 .937 .050 1.021 rix za 1.848 2.105 •078 1.648 L_ .062 L .064 1 f.1lUU _1 a 1.998 1.998 LF�-1.252 !•1.252 Q v .094 a �{uY 2.625 m 0 C n GLAZ O 2.625 EAT) 0 FRAME HEAD Q PANEL LOCK STILE t0 t'94SULINBEAD 11 7/18�'ILAM.NG GLASSS v ` xO PANEL INNER INTERLOCK 1471-�1.14p C 210 .062 3.562 .210 LL y .068 Q t$ 1.998 .210 .068 WO 3.250 2.687 O 2.313 .076 .078 2.105 1.937 1.648 1.047 1.047 .125 3.532 1.998 1.823 2.625 t2 SILL TRIM 13 2" SILL RISER 14 2-3/4' SILL RISER }W. .062 O PANEL 70P & BOTTOM RAIL Q PANEL OUTER INTERLOCKi.j S i0 m 2.248 0 0 N • • • .915 .125 Z 3� • • •••• • •• $ 3 z •• ••• • • • 357 a�R • • • • • t4a ••.•.L•• �� 1.49a .ole � w oI� •• •O •FRAMJAMB • • 1.540 E�l • • • •t.•.• .125 00 ,060 •••• •o .• • • • .moi • ••• ua9e 13 FIX. PANEL CLIP 17 INTERLOCK STIFFENER • • •••• • • •••••• PROOTIC f EV1/BO `0_ € :.x.139 • • • of 1.022 3.687 ntwOh14w118 Me F7o1Ma >? • Cae�iO c a� • • •••• 3.437 6"ka"Doh E i 3 Q •• •o• .078 •••• •••o•• - • 5.274 tiI •••• • •• .078 I Comm • • • • 1.824 � mS •• •� o•• FRAME SILL • • °S N 1.824 °cam m 3b20 3.996 1.648 n .078 E.W:JAVAD AHMAD 1; 1 CIVIL �v 2.500 FLA.PE t 70592 CAN. 538 b to 2.00D Browing no. 15 IW13-49 Q PANEL FEMALE ASTRAGAL O PANEL MALE ASTRAGAL sheet 11 of 12 a le "' 9 V �LL 0 Jg U o m v J n g o V1 FRAME TOP CORNER w PANEL TOP/BOTTOM CORNER W p Nn Z �� • •• 3 • • • 8 3z� R • • 0000 • •• 00..00 •• 000 • . • • w;)m• • • • • o • 00.00• 000 00 • • •••• ••.••• 0000 0.•00.0• .•• • �+ • • ,a PRmuc r itEvlsm {� g 00 rse•/yNt w11b1M lbrNe cC R A • • 0000 ••.• ACKOSMN.If 0612•GSq- .. c •• ••• •.•. 00:00• � r SI.., ., • 0000• iC"I• • n •00.0• 0000 '•'•.0 � + •0•• e g /� d 0<mu Engr.JAVAD M MPD H e o CML $ 33 Fol PE/70592 CAN.5538 drawing no. FRAME BOTTOM CORNER W13-49 sheet 2 of 2 • �S�-Ur��C 3 o F � MIAM!•DADE . ® MIAMI DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SStreet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(718 9 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) a 1 de. ov/econom Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: z M, This NOA is being issued under the applicable 'rules and regulatiggb{ = e o nstruction materials. The documentation submitted has been reviewed and accepte e County RER - Product Control Section to be used in Miami Dade County and other area ' t. ved 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. . *IF�,ESCRIPTION:Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. • PR(;y&.DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling ••"••' ••*%dw.(L.M.1.1'sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15,prepared by Al- •� •° Faroo • q do*ttion,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product •;Oontrol Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade • County;roduet Control Section. • •° •..•XISS3El 1TMPACT RATING:Large and Small Missile Impact Resistant • LABELI7I Q Each unit shall bear a permanent label with the manufacturer's name or logo, city,•••••• g ty, state, • *Model/setqqe9,•and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted 4erpht• •....RENEWAL•of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERiMINATION 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 distributomand shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0317.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MtAWDADE cOVNTY NOA No. I5-0728.05 ••n,11312 Expiration Date: May 27,2019 y91-z4. 115 Approval Date: September 03,2015 Page I Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA#09-0312.08) 2. Drawing No W09-12,titled"Eco-Guard Series-200 Alum.Horiz. Rolling Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 02/24/09,with revision 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 Pressup!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 ander 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,TAS 202-94 • :.:..hlong with marked-up drawings and installation diagram of a XOX aluminum •,• :--,..horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test ••• "••• *Report No.HETI-08-2226A, dated 01/15/09,signed and sealed by Candido F. Font, • P.E. ...... .... .... • ......(Submitted under NOA#09-0312.08) • •••• 3.:...Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 ••• •• 2 Cyclic Wind Pressure Loadin •••••• ...• } cli Y g per FBC,TAS 203-94 • 'along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2227,dated 01A5/09,signed and sealed by Candido F.Font, P.E. (Submitter)under NOA#09-0312.08) Manue ere ,P.E. Product Cont of Ex iner NOA No. -0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-1 Eco Window Systems LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBAETTED B. TESTS(CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 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. (Submitter)under NOA#09-0312.08) • •• 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 •• ••" •• 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 •••... ••••• •along with marked-up drawings and installation diagram of a XOX aluminum •• :.:.,,:horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test •Report No. HETI-08-2229,dated 01/15/09,signed and sealed by Candido F. Font, ...: •:..' • ..P.E. • .•••% (Submitted tinder NOA#09-031 Z.08) ••••: 8"" Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 " .... 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 . ...... • '••• along with marked-up drawings and installation diagram of a XOX aluminum • ••• ••• horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc.,Test '....' Report No. HETI-08-2230A,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted underNOA#09-03X2.08) 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2230B,dated 01/15/09, signed and sealed by Candida F.Font, P.E. (Submitted tinder NOA#09 0312.08) Manuel P P.E. Product Control xa finer NOA No.15- 728.05 Expiration Date: May 27,2019 E-2 Approval Date: September 03,2015 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS I. Anchor verification calculations and structural analysis,complying with FBC 51h 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 America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGIas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 0'7/04/18. F. STATEMENTS • .. 1. Statement letter of conformance, complying with FBC 5"Edition (2014),and of no •••.. •••• .. financial interest,July 8,2015, signed and sealed by Javad Ahmad,P.E. QTI1ER •'•••• • ;•; Notice of Acceptance No. 143-0317.01,issued to Eco Window Systems, LLC for their • ••• Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I.", approved •• on 04/10/14 and expiring on 05/27/14. . .... ...... Manuel a z,P.E. Product Contr t aminer NOA No. 5-0728.05 Expiration Date: May 27,2019 E-3 Approval Date: September 03,2015 • � .. . . WINDOW WIDTH . . • • •• r r 72 ••• :0:•� • • re`•� • •"TT" WINDOW WIDTH C2)ANCHORS AT MTD.STILE ENDS IYP, • • ••• 0.0 4 ANCHORS REOD.FOR SIZES AND LOADS M MARKED WITH'S'ON SHEET 2 ONLY Ni 3 AD W. 4• 10 5/8•MAx, 4• Q _. 3" _ 3 1/2'MAX. NE40 RL CORNERS 43� 3- CORNERS 3 _ $ •• •CORNERSe • CORNERS r `� n ^ -=--�1--�j TC•�" ==�T�•�jc�= n n p I 111 �I �/I� �/ �< NJ -I 1 I p t -- J FALSE LWNTINS (SURFACE APPLIED 31 1/4 _32 3/4' FALSE MUNINS 32 3 4 - U) MAY BE U D.L.OPG. D.L OPO. (SURFACE APPLIED) /" 32 3/4" . MAY BE USED D.L. D.L.OPG. L8' 35 3/8" 38 7/8' TYPICAL F1M/ATIM VENT WIDTH -ECO—GUARD SERI _200 4 VENT WIDTHgg ALUMINUM HORI7QNJ L RO M lY1NM tiT� et DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER O WV CHARTS SHOWN ON SHEETS 2, 0 I THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE z SHUTTERS ARE 140T $Oi REQUIRED. —`— TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER 0 EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-OADE COUNTY APPROVED MULLIONS IN BETWEEN. W rn 1/8"HEAT STREN'D.CLASS LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. -5/16"AIR SPACE -- t/8"HEAT SiREN'D.CLASS 1/8'HFAT STREN'D. CLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8"HEAT STREN'0. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 090'Interlayer •Gyp'IntoHeyar HURRICANE ZONE(HVHZ). m autocito PVB SenkyCloe OBD'Intorloyer By'Kuraroy Americo,Inc.' By'Kuraroy Americo,Inc.' Bulocito PVB WOOD By'Kuroroy Americo,Inc.' LOADS By OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER m R R R 1/8'HEAT SIREN-D.MASS 1/B'HEAT STREN'D.CLASS TO THE STRUCTURE, qANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS IN HEAT STREN'0.CLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. g DOW CO DOWSILICCE CAROIAL 1R. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOW CORNING 888 SCS Y000 899 � EDGE SPACER NOT PART OF THIS APPROVAL. GE SCS 2000 ST STEEL 3 to SILICONE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, $ _�•t y� ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. "o"^ 2 m $ 22 OOW 899 Em S s p N LK MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT <m u m w COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2 I gr: VCM PRODUCT RBVISBD 10 10 rlA PE/70 2 or complying with she Florift iv C.AN.35 I1,dldin6 Code 29 Aucplanco No( -0 ITz imtlmr ale Dy 8 AT 1/4 POINTS ON UTLS AT 1/4 POINTS ON LITES b)9 $ WIDER THAN 36'ONLY 9 WIDER THAN J6'ONLY 29 AT 1/4 POINTS SETTING BLOCKS ALL SIZESF�A! GLTAM. GLASS AND INSUL•LAM,GLASS DY GLASS AT TYPE 'A' GLASS NOTCH GLAZING BEAD LEC TO CLEAR BLOCKS Mlmn' mlci'rnduel drawing no. " ' -- T—�_� � V fl-I A— G OPTIONS 2015 v W09-12 aMat j o/7 DESIGN LOAD CAPACITY- PSF(X0, OX Olt%X SIZES) • �DIIC AD-CAPACITY - FSV Q(iX Sig S .w/o RF,INF. WITH RgINF, • • ••0. DESIGN IAAD CAPACITY - 1'SF(XOX 31299) N 0 OEYIg Nff NP. GIA39 TYPW CLASS TYPB OUSs TYPE ss TYPE OL�9YPP.• QASS TYPE N 0 RRINF, NITII REINF. 1� WINDOW DIMS. A A. X' C' NINO019 DIhfS. •� CLAM TYPE' CLAs9 sirs CLASS TYPE - d 'C' NINDON DIMS. A 'A' YAOTH /tf7CllT E700 INT,(-) EX7.(+) IM.(-) EXT,(+)1-110" VAOTH MEIGIR A EXT,(+) INT.(-) EXT.(+)IM,(-) EXT,(+) INT.(-) WIDTH HEICHr EXT.(+) INT.(-) EXT.(+) IM.(-) EXT•(+) INT,(-) yrw 20-1/2' _4 70.0 80.0 80.0 90.0 70.0 74" 9 70,0 90.0 80.0 80.0 700 80.0 74" 0 70.0 800 800 90.0 70.0 80.0J7" 26" 4 70.0 80,0 50.0_ 00.0• 7oA 108-1/4" •4' qO.o Bo.O •Ebi9.i26"53-1/8" (3) 0 70.0 80.0 50.0 90,0 7oA (3) t2 %0.0 80.0 e00 00A 70.0 tll" • • ♦2 7 6 8 .0 •90.6 70.0 80.0 1 •74" a7oD eD:o- eo.o oo.o io.o- 74" a9 ».D CoA so.a o 70.0_ BOA 28-1/2" 4 70.0 80.0 50,0 90.0 70,0 g0.o 106-1/4-11803/all442 •7 .0 8 0 00 90,5 70-.0 Bo.O 108-1/4* 9 70.0 b6.o_ 80.0 90.0_ 70.0 ao.o sa-3/8 c 31 38-3/8" 4 - 70.0 W.0 st0.0 _90.0 70.0 50.0 - - �'�-.1---•-- (4) 12 - - 80.0 90.0 70.0 a0.0 ^ V --- __ 111" 12 70.0 80.0 80.0 00.0 70.0 8o o 111' 12 - VX h 53-1/8' (4) 0 70.0 80.0 80.0_ 00.0_--70.0 80.0 74" 9 70.0 80.0 BD.O _00.0_ 70.0 80,0 74' 56_8/8• - - 8ft•0 90.0 70.0 80.0 50-5/8' - _ _ �y D 74" 8 70.0 80.0 B0.0 90A 70.0 80.0 108-1/4" (5) 12 70.0 BOA 80.0 00.0 70.0 90,0 (5) 0 70.0 80.0 80.0 90.0 70.0 80.0 S Q 14 26-I/2" 4 70.0 80.0_ _80.0 90.0 70.0 80,0 ttt• 12 70.0 80.0 00.0 90,0 70.0 e0.0 7y^ 63• v 37" 50-5/8' 4 70.0 W0 80.0 90.0 70.0 g0.0_ 74' _ 0 70.0 70.0 80.0 80.0 70.0 g0.6 (6) 9 70.0 70.0 Bo.O 90.0 70,0 80,0 121 O1 a 6J-I/8` (5) B 70.0 80,0 80.0_ 90.0 700 80_0_ 106-i/4' �6) 12 70.0 70.0 80,0 82.64 70.0 80.0 77." 9 70.0 BOA 80.0 90.0_ 70.0 80.0 G 74" B 70.0 80.6 80.0 90,0 70.0 80.0 ;-- LL el g 26--1/2- 4 70.0 80.0 80.0 90.0 711.0 80.0 11 t• 12 70.0 70.0 8D.0 60.4 70.0 80.0 84" 24' 9 70.0 80.0 so. D0.0 70.0 80.0 a s! 72" 9 70,0 80.0 80.0 90.0 70.0 _80.0 86" (3) 12 70.0 _00.0 80.0 90.0_ 70.0 80.0 1� ]7" B7• 4 68.0 77.5 50.0 90,0 70.0 80.0 04" 24" 0 70.0 80.0 80.0 90.0 70.0 80.0 53-1/5" (6) 8 70.0 70.0 80.0 90A 70,0 50.0 --"' --'----- - - i� 12 70.0 80.0 00.0 -90.0 -%0.0 80.0 _ __ 90" (3) _12 70.0 80.0_ 50.0 90.0 700_ 86,0 72" 9 70A 80.0 80.0_ fl0.0_ %0.0 80.0 74" D 70.0 70.0 80.0 80,4 70.0^ g0.0 106" 12 70.0 60.0 80.0 90.0 70.0 80.0 - i, () 60.0 24" 4 70.0 _601, _80. g0.0_ 70,0 60.0 72" 0 70.0 80.0 80,0 90.0 70.0 80.0 98" (4) 2 70.0 80.0 80.0 00.0_ 70,0 80.0 „JJ 36" -4 70.0 80.0 80.0 60.0 70.0 80.0 84" JB" 9 70.0 _g0.0 80,0 90.0_ 70.0_ e0.0 106• 48" �3) 6 70.0 80,0 80.0 90.0_ 70.0 50.0_ 96' (4) 12 _ 70.0_ 80.0_ 60,0 _90.0 %0.0 go,0 - 50.0 90.0 70.0 g0.0 _ __ 72' 00.0 8(1.0 90.0 _70.0 80.0 60" 0 70.0 80.0_ 00.0- 00.0 70.0 50.0 108• 12 70.0 T80.0 80.0 90.0 70.0 80.0- -- - -' ' 7%" 8 70.0 80,0 60.0 00.0 70.0 80.0 54" �5) 9 70.0 70.0_ a0.0 ^90.0 70.0 80.0 Y2" B 70.0 80.0 50.0 90,0 Y0.0 80.0 0G' 12 70.0 70.0 80,0 90.0 70.0 60.0j 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 48' 9 70.0 80.0 80,0 96.0 %0,0 80.0 JO" 4 - 70.0 80.0 60.0_ 90.0 70.0 -80,0 -- - --__._ 72" 60' 9 70.0 70.0 80,0 9UA 70.0 80.0jj _ or (5) 12 __70.0 80.0 _80.0 90.0__70.0_ 80,0_ (6) 40' (4) 0 70,6_ 60,0 80A_ 90.0 70.0__e0.0 lost• 12 70.0 80.0 fl0.0 90.0 70.0 80.0 y3 60' 0 _70.0___60.0 80.0 90.0___70.0 6o.0 A c NO, OF ANCHORS PER HEAD do SILL to 3Q O M ui _ n' s 70.0 70.0 so.0_ 90.0 70.0 So.6 O - NO. OF ANCHORS PER JAMB 72" 8 70.0 80.0--80.0 00.0 70.0 80.0 84" 60• 9 70.0_ 70.0 60.0 90.0 70.0 80,6 Z ti LL m 24" 4 70.0 80.0 90.0 90.0 70,0 80.0 y 'a B8" (6) 12 70.0 70.0 811.0 900 70.0 W. 3 Z N 30" 4 70.0 80.0 80.0 90.0 _70.0 80.0 "'- '--;------ 7 n __ too" 12 70.0 70.0 -80.0 5%.6 70A .80.0 0 48" (5) 6 70.0 _80,0 80.0 90.0 7oA 00.0_ V " 60" 0 70.0 80.0 80.0_ _90.0 ^7D.0 B0.0 A - NO. OF ANCHORS PER HEAD $ SILL _- W�� ( ) N0. OF ANCHORS PER JAMB W 72' 9 70.0 80.0 80.0 90.0 70.0 90.0 (1/4{Y) (1/2w) (I/4W) 24" 4 70.0 80.0 80.0 90.0 70.0 60.0 *MAX, LOAD FOR THESE AT SIZES TI -ENO PSF WITH (4)ANCI{ORS AT MTG. Sfllf ENDS 1: 36" 4 70.0 B0.0 50.0 90A 70,0 B0.0 �r 40" �6� 8 - 70.0 70-0--50,D_ 90.0 io.o_80.0 ^�••••- p 80' _6 70.0 70.0 80.0 80.0 70.0 50,0 C 72' 8 70.0 00.0 60,0 ez6+ 70.0 90.0 (t/ (1/3YQ (1/3W) A m N0. OF ANCHORS PER HEAD & SILL OPERATING VENTS TO BE 1/4 OF m $8 ( ) a NO. OF ANCHORS PER JAMB THE WINDOW WIDTH • •MAX. LOAD FOR THESE SIZES IS -90.0 PSF 'XOX' WITH (4) ANCHORS AT MTG. STILE ENDS _ • OPERATING VENTS TO HE 1/3 OF THE,WINDOW,WIDTH NOTE: m D«C r GLASS CAPACITIES ON THIS SHEET ARE f 'XOX' BASED ON ASTM E1300-09 (3 SEC. GUSTS) NAND BUILDING m u o W ON DECLARATOIRY DA STATEMENT OCAOS�EC-7.19 agr.JAV�AHAIAD PRODUCT RRVISRD N /70592 av canplying%visit aw Flodda 1 C.A.,"3539 Sanding Cade s 1 LEFT AND RIGHT VENTS TO BE OF EOUAL GLASS DLO WIDTHS ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE -_ Amps-.No 15'0 "?9.04q X k FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL 8* 'fat OR ID 'XO OR OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF L 0 20�y SEE SHEET SHEET 3 FOR DETAIL. Mladud* drawing no. - - _ _----- W49-12 sheet 2 of 7 TYPICAL ANCIIORS • • • IDY SEE ELEV. • • • •• SPACING WOOD BUCK I FOR SNG ; • �•; • • • • • 0 •; • :.,d• • 'a. •...\. ! •. • • • •L1E1�L ••• •• EOCE GIST, . e • •.F .. Q96 DIST: EOCE•DIST. • =�ROCTURE; • �Jp�I _DD�E COUNTY APPROVED . •C. •t r " � KILL d:MULLION ANCHORS n SEE SEPARATE NOA '�,� Y ;' • LOGE GIST. • • 7C4 17 0 • • • '•' ' ' • pG71 7CCC" 19 1D 'y • 000 •• \ yq 4 epi 0 o TYPICAL ANCHORS TYPICAL ANCHORS i SEE ELEV. SEE ELEV. TYPICAL ANCHORS y f0& FOR SPACING FOR SPACINC -SEE ELEV. FOR SPACING O i WOOD BUCKS AND METAL STRUCTURE NOT %YEC0 WDW.MUST SUSTAIN LOADS IMPOSED BY GLAZINGMAND TRANSFER THEM TO THE BUILDING STRE.� (j - ATYPICAL. ANCHORS: SEE ELEV. FOR SPACING g _ W1 = 3/8" X 2-1/4"WEEPHOLES AT EACH END 1/4" DIA U TR'`ON BY 'FLC0 Ix AND 37" O.C. MAX. (FU-177 KSI,Fy.155 KSI) 6 0 L INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMOS) c �! ALL JOINTS AND FRAME CONNECTIONS SEALED WITH THRU 1BY BUCKS INTO CONC. N10 PG JOINT SEALER. OR MASONRY N'y rI W 1-i/4" MIN. EMBED INTO CONCRETE (HEAP/SILL) O C) u, 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) Z DIRECTLY INTO CONC. OR MASONRY z 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) O Wguj H14 SMS OR SELF DRILLINGSrrrF'ti (GRADE 2 CRS) r-------, INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN, THK. = 1/8") INTO METAL STRUCTURES g STEEL : 1/8" 'THK. MIN. (Fy = 36 KSI MIN.) 14 15 16 ALUMINUM : 1/6" THK. MIN. (6063-TS MIN.) @ 1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) `o A R � O _ MICAL DGE OICTANf:F INTO CONCRETE AND MASONRY - 2-1/2" MIN. $ INTO WOOD STRUCTURE - 1" MIN. 17 "' w,0 N c INTOMETAL STRUCTURE = 3/4" MIN. r0 W000 AT HFAO, SILL OR JAMBS SO . 0.55 MIN, 26 CONCRETE AT HEAD, SILL OR JAMBS Pc a 3000 PSI MIN. H 6 C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN, c m v o W . ,i G• .'e • -`•"-�� "� __-y� En9r;JAWO AN 0 PHOJ]UCt'RP.VISIR) T • CML 5 ' FIA.PE/70592 0 OmPlying With the FkxMa ' "., ,4 .. 9 !. a !-•. 'r .. C .7575 Dugding Cbde ccceplanco No • e i - ' • STYPICA ANCHORS EE ELCV. Tom, 1 TYPICAL ANCHORS u?DI! IS NI OAIe f)� ' ! WI -Ale FOR SPACING .WOOD BUCK -SfE ELEV. Ry FOR SPACING ATI ado Pmdud' drawing RO. EDGE DIST. EDGE DIST. W09-12 sheet 3 Cf j • • • • • ... • • • • • • i/4j MAX. , 77 1/1'MAX. �/,,�\\ • • • ••: SKIMS • • _ 1 1�' SHIM © 1 D 1 • • • ' E •BY s 21 e 7 • WOOD BUCK$ x / TYPICAL ANCHORS - -- 17 .• • TYPICAL ANCHORS Q sf FOR SEE PACING ELEV - ---- '—•— =�=i--y.. �•°� SEE ELEV• j d 25 • •• • , , No. FOR SPACING F 17 � 20 o N 27 .� cy p t Cddqq D --- 17 'r tl �y7 O MRAI 4 STEEL REINFORCING 11 12 C ;� sTRUC W RE SEE SHEET 2 FOR CAPACITY �� •• i Z uJ Q WINDOW WIDTH 1 i/,.MAX VENT WIDTH VENT WIDTII 1/4'MAX_ .5 V SHIM D.L,DPG. _..._-4 -_" SHIMS C OPG; ley N �2 e 7 WOOD BUCKS - 1 —- TYPICAL ANCHons V/2" --- �•' SEE ELFV.-!• FOR SPACINGp - /'-17 ____CREEN OPT -SCREEN 0_.. I ` v IAN lv7i Z SEJi 27_ 4 8- 17 v © W012 � r_ 11 12 Da.OPG. STEEL REINFORCING � RXTRRIOR AS RECD. _ WINDOW WIDTH SEE SHEET 2 FOR CAPACITY TYPICAL ANCHORS --- .—._ Oy Q C [SEE ELEV. %41�._I,AY_UT FOR SPACING c$ 7Gh MIAMI-DADE COUNTY 5? 56 APPROVED TE RDA TYPICAL ANCHORS •H e SEE SEPARATE NON SEE ELEV.FOR SPACING - _- Erigr.JAYAD ANMAO PRODUCT It[iVISW 3 1 FLA.PE Y 70592CIVIL complying with Uro PL¢Ilde �J SS .. CA.N. w naim"se¢s caundo g _ SCREEN OPT. Ac"v d Ex'mtiml Date Mlmn ad¢ qpp¢ I('d`r�oxing no. W=GW WIDTH WINDOW Yom I W09-12 sh��cetq of 7 • 0 .:. --- EDGE 01ST. MWAL• • ••• • •; •• —__._._U STRUCI)IRE• • • • • • • • • • TYPICAL ANCHORS • ••• EDGE • ••• - •. •.• • ' • �--SEE ELEV. ate- • • ; MIRMI—OADE COUNTY APPROVED FOR SPACING J�g2 MSI.LION& IAULUON ANCHORS EE SEPARATE NOAEDGE -r—� 01st.so A ••• •4r' 2DALT. SEE ELEV.FOR TYPIS ACINGANCHro SEE ELEV. HORSFOR SPACING 3�oM 1/4•MAX. SHIMS — ALT. 3 2 a TYPM,Ai.ANCHORS 0 SEE ELEV. -- U �.. FOR SPACING (U rn:E a' 114" TYPICAL ANCHORS K o SEE ELM FOR SPACING c ggg' lR pnnyx p l>S 2 O c u ALT. in N n yr 5000 'r o u 222y FNSTAI ATION_I)ETAItS WI'!'H FLUSFI EBAMIr AI)AyTh,$ E^9r.dAVMLNINAO PRODUCT RRVIStiO N E g '•..•" FIA.PE/70542 m aanplyinS with Urc Flm{ds CA3S]8 Building Cudc o o I Ampimco N0D19- H ° tq �. V7,• r " . mliwr mo D ' DY -.x— , Mimoi drowin Eoce Hier. 0 2015 e no. W09-12 wheel_5 — - • • • • • • 2.730--- q017 0• • : : :•: • TEM PART 0 gUANTITY DESCRIPTION MATERIAL MANF,/SUPPLIER/REMARKS �• •(--- ••• • • • • 1 4Y201 1 FRAME HEAD 8063-T6 N .500 .715 3/IG' 1'• • • •�_..! Y202 _- i FRAME SILL 8003-T8 - i I 1 1.434 rY _S _FY203 I SB.L TRACK INSERT 6063-TO �� JJ///1 __4_ _FY20SAS REgO. MOV. FRAME JAMB __6083-T8_ !� Ib 11 391�@ll• • •• 5 FYf01 AS HEOD PLACED FRAME JAMO 8083-TB 1'3.249 • • ••• s • • •• •6 FY104 I/VENT FIXED MTG.RAIL _- 6063-TB 12 : :• • FYI05 1/VENT VENT INTERLOCK 6063-TB A g g vbbb •• • • • • • • 8 _ FY208 _ 0083-T6 CY Gbl1 C 3 VENT TOP/BOTTOM RAN STEEL REINFORCING ••• �� FYtG7 _2/yEM ioP AND BOttoM RnIL_ - 6083-T6 - D -2.095 ,819 130 10 FYIOB AS RTW_._ GLA21NG BEAD(LAM.CLASS) - 8063-T8 h 1.250 _ LOA fY110 AS REDO. GLAZING DEAD(INSUL,IAM.GLASS) 0003-T6 1.140-••F•-1.810 •f --'-{ 11 AS REgO. REINFORCING BAR STEEL - -- ---- O�iot o tgg� .7I0 .045 .803 .045-• .803 12 - _ AS REDD. REINFORCING BAR 51EEL - Q IC x• OI FRAME HVAD '(-' ._I -13 T FY204 ns RTEOD. ADD-ON 5ILL RISER - _�. tG AG 2.N6 I _ ___ 8063-TB USE AS REQO. 1.140 M 1.047 1.047 _14 FY208 4/VENT ROVER HOUSING&CVIOE --CELCON -.007. 15 fY209 2/VENT BOILER _ f -1.140-- 1.610- BRASS - IO GLAZING BEADS 0� 16 FY210 2/VENT ROLLER PM-_� -- ST.STEEL - _ �ii-••111 U 08 X 7_ AS REOD. FRAME/VENT ASSEMBLY SCREWS_ CRS PK SNS -Y 1.344-- :11 .813 18 AB%3_ -2/VENT FIX,RAIL SILL SCREWS(BILI END)- CRS P.11.SMS - V L OB JAMB STILE 19 _W2J181 AS RE00. flN SEAL W'STRWF1Na^ -- _ - ULTRAFAB 20 0300T190 AS REOD. BULB SEAL tl-LGN SCHLEGEL - 1.058 21 [207 AS REDO. BULO SAL 2083 SAMOPRENE ULTRAFAD,[UROMETER 6535 Vl 22 [203 AS pE00. GLAZING BEAD BULB � 3.078 •-1.250- SANTOPRENE ULfRAFAB,WROMEIER 8535 - .078 2.501 _23 _ FLB-SO _ AS REDD. GLASS SPACER _SILICONE FRANK LOWE 24- SL203P 2/VENT_ SWCEP LATCH __ --_- SULLIVAN& _-- _ SULLNAN h ASSOC` W � 1.140 25- �8 X 1/8' 2/LATCH _LATCH MST. SCREW ST.STEEL OH SMS W 1.340 Ix .062- �-20 WA21. 2/WDW. WEEP VALVE _ PREFERRED ENC.PRODUCTS 3 1O M a .500 27 - 1/VEM 5/16'BOX SCREEN _ ppTl 0 O M vi 1344 2/ _28 FY120 ____ FLUSH FRAME ADAPTER - 6063-TB OPEONAL LITE -SETTING BLOCK 2.750 29 - -- MEETING RAIL EPOM DUROMEIER 8035 SHORE A 3:4 N Q FRAME SILL V w 1.314 .340 -J-,250-3 2 1.422 1.202 p^ -.062 .082 1.375 B$ P U3 SILL TRACK S l3 FIXED MTG. RAIL .500 ,.187-•j 1 I N•� M ,062 � I '062_ B a m u o w 2.750 2.012 2.812 2.750 ----2.688----- En9n JAVAD AIIMAO PRADUCFRRviSBD .�.! E 0 m ildhig fng w8hlMPlalAB 6 1 2 I ...062 �_ i�PN]538 92 l uuNal�czao g na1.11MINo(g, o n k .500 .789 1!a imliun llih 2$tR. „R 3 .874 I- Fly - - --2.611--- Aliun UaJeI'rodudCm,h " drawingng no. iA EJ 1.ae6 .till. ,p�y115 W09_12, O MOV. FRAME JAMB U FIXED FRAME JAMB FLUSH FRAME ADAPTER V sheet.6 of 7 L! FRAME gR_M8fjEB � V1 VENC 10210 0110M CORNERS 17 a lz r "A W :Yp IN u cc<0 U O w Ergr:JA AD M iuw PRODUCT REVISED :n FRAME BOTTOM CORMFR CML ,m annplyir�g wUh the Plorld� i FU. E j 705D2 H CA 7.�5�6 Rrdldina Code c � z Accapt—N.1528,09 , k f8 ex kawnDalo i9 b r 7 0 2015 ny' ` —— —, r RDQutC rd;ingA—MMs� 2 sheet 7 ofof 7 b��n�� M IAMI•Da1DE MIAMI-DADE COUNTY PRODUCT CONTROL S ON DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER)- 11805 SW 26 S 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2 } NOTICE OF ACCEPTANCE OA ill .�Vi m Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: i This NOA is being issued under the applicable rules and regulations governing u; tructi n materials. The documentation submitted has been reviewed and accepted by Miamrn RER - Product Control Section to be used in Miami Dade County and other areas where all `' by the Authority Having Jurisdiction(AHJ). This NOA shall not he 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 300"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT: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.,bearing the Miami-Dade County Product Control Jevis ion stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County ...... AgUWt Control Section. •• lftffLE I14><PACT RATING: Large and Small Missile Impact Resistant •. VAWLINQ Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, mqApj/,series, and rollowing statement: "Miami-Dade County Product Control Approved", unless otherwise ••••• iaoWlherein:•.... • PMWFfWAL v€tkis NOA shall be considered after a renewal application has been filed and there has been •••• no dlfange in the%Vplicable building code negatively affecting the performance of this product. • ••.. TFJ]yIINADh0$of this NOA will occur after the expiration date or if there has been a revision or change •• "the materials,.Vse, and/or manufacture of the product or process. Misuse of this NOA as an endorsement 000000 �Of sivX proddet'fof sales, advertising or any other purposes shall automatically terminate this NOA. Failure tWecinply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0317.03 and 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 Manuel Perez,P.E. NOA No. 15-0715.10 MIAMMADE COUNTYM Expiration Date: June 17,2019 S12� 15 Approval Date: September 03,2015 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20,titled"Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5,dated 03/23/09,with revision 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 97 IW'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 97 1/4"wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192B,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted tinderNOA#09-0413.08) • •• 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 •..... •••• •• 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 ••••.: 3)Water Resistance Test,per FBC,TAS 202-94 • ;•slofg with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guard series 300 •••••• 0 0 0 .alVVainum circular arch top fixed window,prepared by Hurricane Engineering& • ••• :••"besting Inc.,Test Report No.HETI-08-2193A,dated 01/15/09, signed and sealed by • ••• •"". .•-CaUdido F. Font,P.E. (Submitted under NDA#09-0413.08) '`r8st reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 • 00:060 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 ••• aLong with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guards 300 ...... .... ••al4minum 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 b Candido F. Font,P.E. (Submitted under NOA#09-0413.08) Manuel Per E. Product Control Ea ' 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(coNTmuED) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of 650 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 wider NYOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5th 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 America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. • • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray.America,Inc.for their • "SentryGlas®(Clear and White) Glass Interlayers" dated 06/25/15,expiring on '.07/04/18. • F. ' STATEMENTS ...... .... ..... ..•; 1. ••Statement letter of conformance, complying with FBC-51h Edition(2014), and of no ••••• ••... •.Agancial interest,dated July 8,2015,issued by Al-Farooq Corporation, signed and •••• • .sealed by Javad Ahmad,P.E. ' Goe* OTAMO 0 •:•... ..•, 1. ••94ice 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. Manus Pe ez, .E. Product Control am' er NOA No. 15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-2 1.608—^j 2.688 J.,. .062 • • • WINDOW WIDTH • • • • •• FALSE MUNTINS •• • D.L. OPG. "j '�0 .7YB _ • • • • • • • (SURFACE APPLIED) g 1.81 .675 • •: • • ••• •• OPTIONAL — l_ 1.000 —� 2.611 • • ••• � • • • y � $ �Gril 12 .062 ••• • �e 17 0 FLUSH FRAME ADAPTER -2.750-1 •• • • • •• ••• •• I i, �'G 1 FRAME HEAD/SILL/JAMB •• •• • • • •• •• _ �I_____iI-= • • • • • • • • • C �' •• • • • • • ••• ••• a ii ii <g • 7so 1— . �p n u .els 803gig IIII u n .050 U2 GLAZING BEAD of 3 it II $ u n U n u � t0 701 i n 0 373 n D 8 I I52 �W O3 ANCHOR COVER 3 ASr` p� 03_o M 11f 121 3fi 6•MAx. 12•MAX.EAD CORNERS HEAD/SILL O^ 'Ls W o,W ECO—GUARD SERIES-300 TYPICAL ELEVATION �--� ALUMINUM FIXED WIND0IV DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. GLASS O,L.O. DIMS o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE D.L.O. HEIGHT . WINDOW HEIGHT - 3.625" `o R COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER D.L.O. WIDTH a WINDOW WIDTH - 3.625" P @ WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 5 MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. § y LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. c•B''- THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ° d REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ° HURRICANE ZONE(HVHZ). °c WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. _ Q THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Enga JAVAD AHW PRODUCTRBVISBD ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS wcem 1 y EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. Fu.PI.70512 PIYIA8wlthDgFlollde if CAN. 38 11.11410,Code ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DERAILS ARE AttepUnca NoIS•d ! .t0�� NOT PART OF THIS APPROVAL. �/�1 FN ilelbOme n8 �t A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. / B7 5 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT Miomt edo drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 10 2015 W09_20 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet�of $ .. .. . . . .. .. . . . . . . . . . . . • • Soo DESIGN LOAD CAPACITY -PSP DESIGN LOAD CAPACITY-PSP p v 3/16'ANN.GLASS 3/16•HEAT STREN'p.CLADS • WINDOW DIMS. CLASS TYPE'C' GLASS TYPE'D' WINDOW DIMS. GLASS TYPE'C' GLASS TYPE'D' 090'Inlorloyer • • ••0 I erl•er• • •• (W)LENGTH(L) EXT.(+) 1NT.(-) EXT.(+) INT.(-) "WIDTH LENGTH(L) EXT.(+) 1NT.(-) EXT.(+) INT.(-) Butocito WB ,�G�a By 'Kuroroy America,Inc.' -By -oe• • •'♦ • • 4• 75.0 80.0 Sob 90.0 26-1/2' 75.0 80.0 80.0 90.0 O By Kurora)bAn*rlco, nr• • • •30' 75.0 80.0 80.0 90.0 37' 73A BOA 80.0 90.0 3/18'ANN.GLASS • •3/16'HEAT STRENA GLASS*•• • 36" 75.0 60.0 8_0.0 _ 90.0 53-1/8" 28 75.0 50.0 80.0 90.0 SILICONE SILICONE 42' 35' 75,0 804 80.0 90.0 74" 75.0 Bob 80.0 90.0 DOWCORNING 899 Br 48' 75.0 Bob 80.0 Bob 26-1/2" 75.0' _ BD.O' 80.0 90.0 DOW C • • DOW CORNING 899 _ GE SCS 2000 • • I• :&s$C♦2EoO • •:• 54• 75.0 80.0 80.0 80.0 37' -3/B, 7b.0 _ 80.0 605 90.0 �r O x 80' 75.0 80,0 80.0 90.0 53-1/6' 75.0 80.0 80.0 90.0 V io `i `j • •• • • 85 75.0 80.0 80.0 90.0 74' 75.0 80.0 80.0 90.0 4 i II • • • • • • 72' 73.0 80.0 504 90.0 26-1 2 75.0 Bob Bob 90.0 AT 1/4POINTS !i ji AT 1/4 POINTS 24' 75.0 BOA 80.0 90A 37• 50 -5 75.0 80.0 80.0 80.0 Al n i li 8 ON UTES WIDER i Ij 8 ON LITES WIDER SO' 75.0 Bob 80.0 90.0 53-1/8• �• 71.3 78.0 80.0 80.0 v THAN 36'ONLY THAN 36'ONLY 36" 75.0 80.0 80.0 90.0 71.3 73.1 602 90.0 80.0 90.0 28 75.0 80.0 80.0 80.0 42' 48. 75.0 Bob 48' 750 80.0 BD37" .O 80.0 37' 63' 75.0 80.0 80.0 80,0 i d8 x '1-1 4SMS r 08 X 1-1/4"SMS 54' 75.0 BOA 80.0 90.0 53-1/8' 67.9 72.5 80,0 90.0 10'D.C.AT 3-1/2 FROM ENDS AT FROM ENDS gp• 75.0 80.0 Bob 80.0 26-1/2" 75.0 804 80.0 90.0 AND 10'O.C. MAX. AND 10"OMAX. 66' 75.0 80.0 80.0 90.0 37" 78" 75.0 80.0 80.0 90.0 = (� GLASS TYPE C' iC AS_4 TYPE 'D' 72' 75.0 76.6 80.0 90.0 53-1/8" 87.8 68.9 80.0 90.0 0 GLAZING OPTIONS 24' no Bob 80.0 90.0 30' 75.0 80.0 80.0 90.0 VI 38' 75.0 BOA BO.o 90.0 W 42' 75.0 80.0 80.0 80.0 48' 75.0 80.0 80.0 90.0 54' o 66.8 71.3 80.0 90.0 r 60' 50.2 64.2 Bob 9010 $, L W.WID �• 80.2 84.2 Bob 90.0 M ^'� F�, M WINDOW WIDTH WINDOW WIDTH T"7 72' 60.2 64.2 80.0 90.0 _ '' ;� Z 3 I- 1 24' 75.0 _80.0 BOA _904 3T Z30'l 30' 75A 80.0 80.0 90.0 3 //V;1 I I ! I U. 75.0 3010 80.0 90.090.0U 42' 72' 73.0 3010 80.0 90 48' 75.0 76.6 Bob 90.0 54' 8&8 71.3 50.0 90.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIABENTED 80' 80.2 84.2 80.0 90.0 VERTICALLY OR HORIZONtALLY AS SHOWN OVE. fig^ 24" 75.0 80.0 80.0 90.0 9 WINDOW WIDTH �JANDOW�WIDTH `'j WINDS 30" 75.0 80.0 Bob 90.0 BBBB �v 38' �• 75.0 80.0 80.0 90.0 ITT i I 42• 70.0 70.0 80.0 90.0 @ 48' 65.9 85.6 80.0 90.0 > a 84' 84,3 64,3 80.0 90.0 4 g ?ti 3 24' 75A 80.0 80.0 90.0 L J W� WIDTH. W. 754 80.0 80.0 90.0 ,L r , 35" 98' 73.0 75.2 80.0 90.0 NOTE: o & 42• 84.5 84.8 50.0 90,0 GLASS CAPACITIES ON THIS SHEET ARE o$m o WINDOW WIDTH 'p wlNoow wwTHWINDOWWIDTHWIDTHI I 4e• sB.e 59.9 80.0 90.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). ` za• 75.0 8010 80.0 90,0 }, 752 80.0 80.0 90.0 30• 105, Engr.AVAD AHMAD PRODUCT RRVISI?D Tj 36: 74.5 74.5 80.0 90.0 M PEML 592 as complying with go Plorlb 1 �„ 42' 81.5 81.5 80.0 90.0 CAN.III BaildingCode t D 15.10 d # 3 L J Acccplm,ce No 5" ' 24 75.0 Bob 80.0 Bob F.x itnllon Delo ��1 30" 120• 75.0 80.0 800 90.0 ALLOWABLE LOADS FOR ALTERNATE SttAPES AS SHOWN ABOVE OR SIMILAR CAN BE 35' 74.5 74.5 80.0 90.0 tv rvad adc cl Browing no. VERIFIED BY INSCRISING PICTURE WINDOW SHAPE WITHIN SOVARE OR RECTANGLE AS JU �. 2015 W09_ZO SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. �� sheet of .. .. . . . .• .. . . . . . . . . . . . • • • ••• • • I BY_ TYPICAL ANCHORS WOOD DUCK' SEE ELEV.FOR SPACING METAL °•. r,',:, ° '.qQ.i., "° II d" `:'.•� ••• ••• •TYPICAL ••A••NCHOR$ 2001)BUCK STRME EE ELEV,FOR SPACING OR RE COUNTY APPROVED WOOD !� A o q' y • MULLION&MULLION ANCHORS• V, SEE SEPARATE NOA• • • Z• •� • • • • • • ,7fl7d, Q� ' r a $ it �. • ••• • • • • • •• � a � S • • • • • • • • • Q W 2 II it •• • • • • • ••• •• v61>as TYPICAL ANCHORS TYPICALANCHORS pp SEEELEV.FOR SPACING II SEE ELEV.FOR SPACING t d !! J 3 ,I !' ! WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. SAL ANQUORS: SEE ELEV. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA, ULTRACON BY 'ELCO' (FU-177 KSI,FY-155 KSI) � CU i AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES n 1-1/2" MIN. PENETRATION INTO WOOD !I THRU 1 BY BUCKS INTO CONC. OR MASONRY n q 1-1/4" MIN. EMBED INTO CONC. OR MASONRY =. a DIRECTLY INTO CONIC, OR MASONRY 0 ! !! 1-1/4" MIN. EMBED INTO CONC, OR MASONRY W #14 SMS OR SELF DRILLING SCREW!; (GRADE 2 CRS) I O OM F}q INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") W ! INTO METAL STRUCTURES Z ii STEEL : 1/8" THK. MIN. (Fy 36 KSI MIN.) 0:t� ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) qc� U ii (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) tS W---------------- 01 II I� TYPICAL EDGE DISTANCE it INTO CONCRETE AND MASONRY = 2-1/2" MIN. t INTO WOOD STRUCTURE - 1" MIN. u INTO METAL STRUCTURE = 3/4" MIN, II ii !i !I WOOD AT HEAD, SILL OR JAMBS SO - 0.55 MIN. o CONCRETE AT HEAD, SILL OR JAMBS I'c - 3000 PSI MIN. $ !! 'I C—DO HOLLOW/FILLED BLOCK AT JAMBS I'm - 1600 PSI MM. i! it h4 2 SEALANT: o(I Itf•d ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 8 S 6 JOINT SEALER.79, c< m u o I •ngn JAVAD AHMAD PRODUCT REVISED r a: • FIA. CIVIL 70502 m complying wlth"plarlb 1 . ° a •• I C.A. 53B B d DuiMia Cato Acccptm N015.0115.�G Ex Ration Date i✓�I 8 I.•. ° ° ElI ' + I v I TYPICAL ANCHORS M. WO drawingno, t i SEE FOR SPACING ,r. 1BY SEE ELEV. q �1r� .�• I WOOD BUCK FOR SPACING JIJI. ZO15 WOJ—GO sheet 3of 5 .. .. . . . .. .. . . . . . . . . . . . .. ITEM / PART/ RHQO. DESCRIPTION MATERIAL 1dANy./SUPPUHR/REMARKS 1 FY301 2 FRAME HEAD/SILL/JAMB 6063-T6 _ I 2 FYJ02 AS READ. GLAZING BEAD-7/16'CUSS • 60M-T6 - • • 3 FY303 AS READ. ANCHOR COVER • _•606j-T.a - `0 _ •• ••• 1/8'TfBC. 6 O 4 E203 AS READ. GLAZING BEAD BULB _ EOR2AR ULRRAI818 ••• • :0. / 8 ALUM STRAP r 5 FLB-SO t GLASS SPACER- 1/0'HIGH • SILICONS FROkW LOWE •� ••• !" 8 /10 z 1' B FRAME ASSEMBLY SCREWS CRS PH SMS a 7 FY120 - FLUSH FRAME ADAPTER 6063-TG OPTIONAL 't 8 - 2/LITE SETTING BLOCK •EIDM• W METE lil A •• �' f`/" • ••• • • • • •• T7,C QQ I. • • • •• • :-0 •• • tyft • • • • 42wil WELDED JOINTS MUMI-RADE COUNTYAPPN LION SEE SEAOVED TE NQA RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS W SEE SEPARATE NOA TYPICAL ANCHORS 1- SEE ELEV.FOR SPACING CORNER DETAILS in OoMv3 p a TYPICAL ANCHORS W m 19 SEE ELEV.FOR SPACING WINDOW WIDTH WINDOW WIDTH 1/4'MAX. ~ 1/4'MAX SHIM 1/4'MAX. - SHIMS SHIM © SEE EL ANCHORS R FOR SPACING TYPICAL ANCHORS SEE ELEV. J FOR SPACING -"— _ _ •__ METAL • g STRUCTURE -s6- 0.--- ass s _— .�.. WOOD B K - .._.._.._,._,._.._.._.._.. . i WOOD STRLICTU -— _ _ Engn JAVAD AHMAD PRODUCT RP.VISF.D ,T 4 R ML as complying with the Florida 1 �i FLA C.A Sfi70 92 Building Code d 1 2 No EXTERIOR F WOOD SUCKS $z lnllon 4:91-1Lamy 5 09 Dy. D.L.OPG. Mi i ode Product drawing no. WIND WIDTH 10 2015 W09-20 ehaet of 5 . . . . . . . . • . METAL �� W ' STRUCTURE P•i TYPICAL ANCFIiRS• • • TYPICAL CHORS MIAMI—DARE COUNTY APPROVED w SEE ELEV.FLS S*C1% • • •SEE FOR SPACING MULLION& MULLION ANCHORS �p0 • :. • ••• • • • • •• SEE SEPARATE NOA cgs o t A . • • • •. •• • • • • • •• ••• a� ALT. N7 TYPICAL ANCHORS ;LL SEE ELEV.FOR SPACING b I 4 to 1 O OM Iia_MA!. © Z 3 SHIMS ALT. 3 Z y l�a Wrns � TYPICAL ANCHORS 0 SEE ELEV. FOR SPACING 4 44 4 s •� 5So ALT. NN c< mM--T- 3 7 I INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Ens«�A�LAHMAD PRODUCT•REVISED r000mplyingwith dwFlorida i P7 2 Building Codd 'A uion N.16-16- 15.>fl9 S i �U 0 2015 IAto ad.Pmduet drawing no. TYPICAL ANCHORS SEE ELEV.FOR SPACING sheet 5 of 5