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WS-15-3065 b Miami Shores Village VFX 10050 N.E.2nd Avenue NE a Miami Shores,FL 33138-0000 Phone: (305)795-2204 Expiration: 06/08/2016 Project Address Parcel Number Applicant 464 NE 92 Street 1132060140030 Miami Shores, FL Block: Lot: JONATHAN&ANDREA TOVAR Owner Information Address Phone Cell JONATHAN&ANDREA TOVAR 464 NE 92 Street (786)375-5533 (305)610-0914 Miami Shores FL 33138- 464 NE 92 Street Miami Shores FL 33138- Contractor(s) Phone Cell Phone $ 11,000.00 PROTECTIVE GLASS SOLUTION INC (786)619-7546 Valuation: Total Sq Feet: 00 Type of Work:REPLACE 11 WINDOWS AND 4 DOORS."P Available Inspections: No of Openings:14 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $8.80 DBPR Fee $3.80 Invoice# WS-12-15-58015 DCA Fee $3.80 12111!2015 Credit Card $226.80 $50.00 Education Surcharge $2.20 12/10/2015 Credit Card $50.00 $0.00 Permit Fee $240.00 Scanning Fee $12.00 Technology Fee $8.80 Total: $276.80 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 SWJIIAMING POOL work. OWNERS AFFIDAVIT: I cert' that all the foregoing / certify regoing informa' is accu teTR all work ill be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-na Hire r t stall. December 11,2015 Authorized Signature:Owner / Applicant /I , ontract r ! Agent Date Building Department Copy December 11,2016 1 C s 2579 Vertex Architecture, Inc. 10251 SW 72 St.,#104 Miami,FL 33173 305.412.9499 Fax:305.595.9696 pVn\11 !Y www.vertaxara,ne&,re.com AA26000M ARCHrrECTURE ARCHITECTURE WITH A. PAINT January 8, 2016 Miami Shores Village Building Department 10050 NE 2 Ave. Miami Shores, FL 33138 Re: Windows Inspection Letter for Permit#RC-5-15-1258 Tovar Residence 464 NE 92 St. Miami Shores, FL 33138 To Whom It May Concern, To the best of my professional judgment based on a visual inspection of the existing residence and construction performed on January 3, 2016, located at the above listed address, the permit number stated above complies with the Permit Application and Plans prepared by this office,Vertex Architecture, Inc.which was submitted and approved by the Miami Shores Village Building Department. Specifically, the aluminum windows that were just installed were installed correctly around pressure treated 2x4 wood bucks with 1/4"diameter x 3-3/4"long Tapcons staggered at 12"o.c. These windows were installed per the code in effect for the drawings, the Florida Building Code 2010 edition, as well as the current code in effect today, the Florida Building Code 2014 edition. Furthermore these windows were properly installed with quality materials and craftsmanship. Please feel free to contact me on my cel phone(305)785-8296, office number listed above, or via e-mail ASCa)VertexArchitecture.com and let me know if you need anything else or have any further questions. Than yo e m , Alejandro Santamarfa, R.A. Lic.#AR91405 Miami Shores Village Building Department DEC 10 2015, g p 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 By; Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 20I-// ° BUILDING Master Permit No. �r PERMIT APPLICATION Sub Permit No.Wf S�" BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 44GLI K-f- G a 4. City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Gr_dtPB T©onv' - Phone#: '18G 35'155,36 Address: 6 y ty 6 CQ Jt• - City: 1 A gem\ State:_�Ft. Zip: 33 i 3 Tenant/Lessee Name: Phone#: Email: 1 'nn'4% . GOYYI. CONTRACTOR:Company Name, V1C (__C11UL (SV SS �b[y�&j Phone#: 7A�-,615?-XY41 Address: 16Z y City: 1AIeAV r State: I`'� Zip: Qualifier Name: '/ /4&) �.�/^• (��IJI Phone#: State Certification or Registration#: Certificate of Competency#: t*'61 DO/fid' DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 1144 0 v Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration /p ' ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 0_z)&e'e �oW ��0,-)W-S A'u,0 14 Specify color of color thru tile: Submittal Fee$ _�CLl -Od Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ 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$250, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ° Signature Signature IL 4 OWNER or G NTRACTOR The foregoing instrument was acknow ged before me this The forego /�instrumenttls acknowledgedefore me this day of J:)a-c ,20 15 .by V day of -CF-� ,20 S ,by 0—) cif V 7� ,who is _nay yw to �y � ©L—•�k,who is personally known to me or who has produced as me or who has produced Iy I as identification and who did take an oath.,,,,,,,,iri,, identification and who did take an oath. NOTARY PUBLIC: PrIe NOTARY PUBLIC: \\\ . .•0••EX•.• S� \ urinurrrrrr�i Sign: _ 6' : _ Sign: Print: -.y►:F�c>>fs% lel':' c Print: -c/3gp r seal: �'�(OR ID P ``\ Seal: . s "nnnn' N APPROVED BY Od X� Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) .n. ..p. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A._,Z� CCPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. 7f, Y OF LOCAL BUSINESS TAX RECEIPT C. PY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. OPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: ©TE C 71 Ue G tle S$ �CV077 P-r 5 -1/1" BUSINESS ADDRESS: /61F5i /16) 140il- CITY 7'VIOled�! STATER ZIP 030/-2- BUSINESS 30/aBUSINESS PHONE: ( 79 l) G/g- 7Ty(- FAX NUMBER CELL PHONE 6:1/9-7JW QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: 944AOS 0611,Y e C BUSINESS CERTIFICATE OF 04=1� p_ 94BS00 . 4WOTEC cI,4 LJ ,7 Y OF dUAhi J 4 " Is chi under#f s QUALIFYING TRAMS) 0023 GLASS&GLAZING s a Jubm H.Saha P.E. Sareh"of t Seerd M W"Qade Cana ramie d property dude! . 005122 Local Business Tax Receipt Miami-Dade; County, . State of Florida —THIS IS NOTA BILL — DO NOT PAY 6307854 [LBT BUSINESS NAME&OCATION RECEIPT NO. EXPIRES PROTECTIVE GLASS SOLUTIONS INC RENEWAL SEPTEMBER 30, 2016 1689 W 40 ST 6574124 Must be displayed at place of business HIALEAH FL 33012 Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC.TYPE OF BUSINESS PROTECTIVE GLASS SOLUTIONS INC 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED 94BS00118 BY TAX COLLECTOR Worker(s) 2 $45.00 07/09/2015 CHECK21-15-085751 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holder's qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO.above must be displayed on all commercial vehicles—Miami—Dade Code Sec 88-276. For more information,visityyww.miamidade.govRaxcollector M uni a pal Contractor'S Tax %celp t Miami-Dade County, State of Florida THIS IS NOT A BILL-DO NOT PAY CC NO. 94BSD0118 BUSINESS NAME&OCATION RECEIPT NO. 1W ASSSOWTMSINC EXPIRES HIAUSAH,FL 33012 7477193 40 Sr SEPTEMBER 30, 2096 Pursuant to County Code Sec 10-24 OWNER TYPE OF BUSINESS PMTEUMGIASSSOLUTIONSINC SI'M&TY BUILDING CONTRACTOR PA YM ENT RECEIVED BY TAX COLLECTOR 175.00 12/10/2015 0237-16-001747 This receipt is not valid in thefollowing Municipalities:A Ink Miami C#irdens,MI81t11 lakes.Paimaito Bay,Plrtec a Doral.Hialeah Key Biscayne. rtlAhl Sunny Isles Beach.Town of Ortler Bay. ° fcrrnM iMoma6on,visit CERTIFICATE OF LIABILITY INSURANCE122108/11=1DATE( YYYt) 5 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: fF the certificate holder hI an ADDITIONAL INSURED,the policypes)must be endorsed If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. Astatement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT BETTY GRANADOS Express Insurance Services PHONE 305 388-5650 FAx No: 305 3884640 13754 S.W.84th SL expinsur@bellsouth.net Miami,FL 33183 INSURERS AFFORDING COVERAGE NAIL tI Phone 305 388-556550 Fax 305 388-4840 INSURER A: GRANADA INSURANCE CO. INSURED INSURER B PROTECTIVE GLASS SOLUTIONS,INC. INSURER C: 1689 west 40 Street INSURER 0: INSURER E: Hialeah,FI 33012 INSURERF: 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 CONTRACT OR 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 ADD BINM_VM POLICY NUMBER �MIUDD EFF POLI DY EXP UNITS GENERAL LIABILITY EACH OCCURRENCE $ 500.000.00 DAMAGE TO RENTED 100,000.00 © COMMERCIAL GENERAL LIABILITY PREMISES Ea nce $ F-1 F-1 •M CLAIMSADE © N OCCUR 0185FL00069068-0 04/02/2015 04/02/2018 MED EXP(Arty one person $ 5,000.00 A ® PERSONAL&ADV INJURY $ 500,000.00 r j GENERAL AGGREGATE $ 500,000.00 GEWL AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 500,000.00 ® POLICY ElPRO• 11 Loc, $ INGLE LIMIT AUTOMOBILE LIABILITY M EINerd ❑ ANY AUTO BODILY INJURY(Per person) $ ALLOW NED SCHEDULED BODILY INJURY(Per accident $ ❑ AUTOS ❑ NNOONOWNED P e� dent AMAGOS E $ 0 HIRED AUTOS ❑ AUTOS $ ❑ ❑ ❑ UMBRELLA LIAS ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS UAB ❑CLAIMS-MADE AGGREGATE $ DED `0 RETENTION $ WORIC RS COMPENSATION ❑WORY C STATU- ©OTH- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIErORIPARTMERIEEXECUTIVE MIA A E.L.EACH ACCIDENT $ OFFI ER/obqdatary In NH)EXCLUDED? � E.L.DISEASE-EA EMPLOYE $ f desraibe under E.L.DISEASE-POLICY LIMIT $ D RIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,H more space is required) WINDOW/DOORS INSTALLATIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE BUILDING DEPARTMENT THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND ST MIAMI SHOR FL.33138 AUTHORRED REPRESENTATIVE PATRICIA DUQUE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010/05)QF The ACORD name and logo are registered marks of ACORD o� JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 4/3/2015 EXPIRATION DATE: 4/2/2017 PERSON: OLLOQUI JUAN J FEIN: 260768428 BUSINESS NAME AND ADDRESS: PROTECTIVE GLASS SOLUTIONS INC JUAN J OLLOQUI MIAMI FL 33012 SCOPES OF BUSINESS OR TRADE: DOOR AND WINDOW INSTALLATION Pursuant to Chapter 440.05(14).F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt..apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13).F.S.,Notices of election to be + exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 PROTECTIVE GLASS SOLUTIONS, INC. 12/10/15-- State 2/10/15State of Florida County of Dade Before me this day personally appeared JUAN J. OLLOQUI who being duly sworn, deposes and Says That he will be the only person working on the project located at 464 M.`C. '?Z�f Sworn to (or affirmed) and subscribed before me this 1®day of M201S ,by l Personally know OR Produced Identification Type of Identification Produced is UUIIUrr!!!!i S;Ar--vz0Z612016 Name of Notary = �OI�RI�PUBLIC' s u,•, ommission# �. 9T EE 913059 P N l.,F OF F LQP !!!llllllli11f1\\ � R�s nV Miami Shores Village -OEM Building Department �tORIDA 10050 N.E.2nd Avenue 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: Owne State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of ,20 15; 100L11�{1111111/'jlf,' By ��C)ds.L%( `�.��w1 (wally, known to me or has produced c>z iv idinA60" Notary: _ N01ARd PUBLIC ommis! # SEAL: %, �,y .... .... �\ F rO F 1 F�o��`��\ 1vE MIAM.- IT T" DEG 10 2015 MIAMI-DADECOUNTY + DUCT CONTROL SECTION BY: 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATO AN C CES Miami,Florida 33175-2474 BOARD AND CODE ADMl11TIST I T(786)3 M2590 F(786)315-2599 NOTICE OF ACCE A www.miamidadLg2Lin_on amv ECO Windows Systems,LLC SUMUING REVD' 9114 N.W.106th Street, APPROVED Medley,FL 3317$ DATE SCOPE: This NOA is being issued under the applicable rules and regulations governing a erials.The documentation submitted has been reviewed and accepted by Miami Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. 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-LXX APPROVAL DOCUMENT:Drawing No.W12-M 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.,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 Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet a.See Single or Double Door DP ratings with sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The max door leaf width shall not to exceed 37".See locking options 1 &2 in sheet 771. 2. Laminated glass types Gland 02 are limited to.090"Kurarary's Butacite PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement:"Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA nu%ket pjeAd V the words Miami Dade County,Florida,and followed by the expiration date may be displayed in adverti3irf&Jtc ra4irV. ,If any portion of the NOA is displayed,then it shall be • • • . • • . done in its entirety. . •. . . ...• .•. INSPECTION:A copy of this entire NOso A 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#12-0401]b8 ai?conlsftofthispada 119d evidence pages E-1,as well as approval document mentioned above. . •• • • • • . .. . . .. . .. The submitted documentation was*Mv1&ed by Isha4 I.Chdhda,T.E. NOA No.15-0603.13 pUN77 ••• • • • • ••• . • Expiration Date: March 20,2019 •: : : . Approval Date: October A 2015 2,,� .. .. . . .. .. Pagel 1e . r ECO 3LIndows 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)Waxer 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 diagram of an aluminum Outswing French door, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-33570 HETI-12-3358,HETI-12-4003,HETI-12-4003 and HETI-124027dated 03/16- 26/12,all signed and sealed by Rafael E.Droz-Sella,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-Sella,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(5te Edition), prepared by Al Farooq Corporation,dated June 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. 11-0624.01 issued to Kuraray America,Inc. (Former E.I.DuPont DeNemours&Co.,Inc.for the"Butacite 0 PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)(former Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 06/02/15,signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P.E. 3. Lab compliance as part of the above referenced test report. G. OTHER • • • • • • 1. This NOA revises NOA#12�40Z.§3 f e•p:rin•g OWN. 2. Test proposal,dated 10/14/11 and 02-21. 2 approved by PERA. • ••• • ••• ••• ••• '- ` aq t • j ' ` •: :. :. : . :. shaq I.Chanda,P.E. ••• • Product Control Examiner NOA No.15-0603.13 ... . . . ••• Expiration Date: March 20,2019 • • . • . • Approval Date: October 15,2015 . . . .I. . C1 . % . .. .. .. .. ... . . • 000 0 . 1/8'HEAT STREWD.GLASS 3/18'HEAT STREND.CLASS �41"U asa' 090"IMerbw 1 Butoe e�ePVB r BuloaRo PVB N By'Kurww America,Inc.' By'Xurcray Ameriea.Inc! 0 3 1/8'HEAT STREN'D.GLASS 3/18"HEAT STREWO.GLASS F �QQ7 e DOW SILICONE 898 DOW CCORNING 899 m 26 28 44Y tZ3 a 4 14 W a BERING BLOCKS AT LAM.GLASS LL READ.FOR WIDTHS EXCEEDING 38'ONLY. NOTCH GLAZING • •• CLEAR BLOCKS BEAD LEG TO • • • RC1,, MAIN 'Q2. 0 0000 ••• •• • • • • 1/8"TEMP.GLASS • • • • 8/18'AIR SPACE $ Vl • 1/8'HEAT STREN'D.CLASS • • • • .080'Interlayer •• •e ••t• •••••• SaOex Clear And Calor Gbse • By'Eastman Choy"Co. •f •• a •••• n •••••• • • 1/8'HEAT STREWD.CUSS �+ n ••t •f SIUOdNE • f • ••••c• DOW CORNING 899 Z$ • 28 ST.STEEL •t• •• •e • •••e•• m + • • • W 18 SERTxs Boo • i J 38 SILICONE ALUMMM 0 ITRWWTTAT- ENMNCE DOOR \ SINGLE (X)AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. / SETTING BLOCKS AT RVSUL.LAM GLASS ALONE SINGLE E SEE SHEET 3. — NOTCH GLAZING BEAD LEG 70 CLEAR BLOCKS SINGLE AND DOUBLE LEEAFAF DOORS WITH SIDELTES SEE SHEET 3. APPLY VALUESLOWER ENTIRE FROM SID E CAPACITY CHART OR DOOR CAPACITY WILL GIABR TYPE 'GB' f60DUChgEWSBD ODORS APPROVED FOR BVSTALLAttONS WHERE WATER INFIITRAttON rwue""mw i•tFbrW RESISTANCE IS REQUIRED. 1100*410114 51�1: = f1HIS PRODUCT HAS BEEN OESOiNED AND TESTED Td COMPLY WITH THE Km' m S REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCRY HURRICANE ZONE(MV). a m a 1BY OR 28Y WOOD BUCKS BY OTHER, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHOR SHALL BE AS LL9TED,SPACED AS SHOWN ON DETAILS ANCHORS THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. 0-4WD ( � EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORE&OR STUCCO. SHUTTERS ARE NOT REQUIRED. Ecm 70M g ANCHORT GQt LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE S NOT PART THIN APPROVAL. A LOAD ORATION INCREASE is USED IN DESIGN OF ANCHOR INTO WOOD ONLY. S 4 20b MATERIALS INCLUDING BUT NOT LIMITED TO STEEVMETAL SCREWS,THAT flrOyfing po. COME INTO CONTACT WITH OTHER DIS9MBAR MA SHALL MEET THE W12-O8 REWFIEMENTS OF THE FLORIDA BLDG.CODE sheet of g 39 3/4'MAX. 76•MAX 37 3/16'MAX.FRAME WIDTH /M 4U 8 FRAME YAOTH fRAIAE WIDTH sY N HEAD kA L ANCHORS ezIr $ S'MAX. MAX. (4)AT 3"O.C. 1119, 12• HIM 5"MAX. MAX MAX COQ A A COMERS SRL FZj HSEAD/SILL F SAKI. OR PTIONS 81 ORLm O/ / II 1 O H �I •Lq (OV'TION 2 SHOWN) _ -___ ((OPTIONg2 ii a SEE SHEET 7.1 -- 10 / iYI' FOR DESCRIPTION / /�. �DD 'TID)y � nn�•• ii�� rjyy • • \•,'*'n"�-- '� ---n---- �/ - ---- ter----- •• ••• \ +I \ 11 / �{ n • ••• • • •• • -iii ••• • • • i• \ [ B \ / •• 1 ••• • I INACTIVE 0,19,11 acTIVEL 8 3 Z qq • • • •• • ffi d, ii ••• • RFACE • W�6� • F "� • •�t�/�• FALSE M�uNn s R 29 is 18" 26 1s i6^ � suRFacE avpuED 7ry� / / � FALSE MUNTINS OR 32 3/4' � W • DECDRA BULL •• • GAO O m DECORATIVE GRILL 10 MAY BE usEO MAY BE USED D.L OPO. O.L.OPO. OEC MAY BE USCRED D.L.OPO. fO S *:Oboe • •37'WWTH MAIL , . •••••• • • LEAF LEAF WmTH (x) (XX) (p) CIA STAND ALONE SINGLE SWELRE ° B DOOM LOAD CAPAMTY-PSP SEE SHEET 3 FOR CAPACITY SINIEGLE DOORS M 0008$)LDS�-PSR g DOOR W- LAMINdTBD GLASS DOOR ODES. LAMDTATED CLAW FRAME LEAF EXL(+) OIL{-) FRAME LEAF FRAME P •bCFR6Vmo YADTH HUGH RO WIDiH t97DTF1 NOW a,,,piClgwM6aualork. �-3/4' 37' 88' 70A 75.0 78' 3Y 96• DW <m V N Cwk GLASS D.LO. DIMS. N D.L.O. HEIGHT- FRAME HEIGHT- 11.125' D.L.O. WIDTH (X DOORS) m FRAME WIDTH - 12.813' FIA. 2 PE's D.L.O. WIDTH (XX DOORS) (FRAME WIDTH - 22.125')/2 NOTE: CAN. 44 015 NOTE: GLASS CAPACITIES ON THIS SHEET ARE drming no. EGRESS REQUIREMENTS TO BE REVIEWED BASED ON ASTM E1300-09 (3 SEC. GUSTS) BY BUILDING OFFICIAL AND FLORIDA BUILDING COMMISSION W1 2"08 DECLARATORY STATEMENT DCAOS-DEC-219 aheai 2 of 9 DIISIGN LOAD CAPACITY-PSP 148'MAX. DESm LOAD CAPACITY-Ptd SDELRES WIN SIN=Ott DOUBLE LFAF DOORS � TESTED FRAME WIDTH le�ljj STMO NONE SINYE 56X1RES (SEE NOT£BELOA� SIDELRE Smarr H D& ��ANCHORS N ir1TH0T1T soon SDaim T/1THOIlT NUB AT STILE FRAME NFRAME � RSDNFORCDNG FRAME FRAME FZWFORMG 11B NnItCING CLUSTER OF (4)AT 3"O.C. x ITCHES INCHES ERG.(+) W.(-) INCHES INCHES EKTd+) W.(-) -(+) wL(-) 8" /,A ATANCHHFADjs�6,l 12° 0 'dI 24 Tao 78A as Tao 7&0 Toa 7&0 5"Max F . - SILL 30 70.0 78.0 30 70.0 78.0 70.0 78.0 HEAD/$1LL IT", .If HEAD 36 82 70.0 784 38 82 70.0 780 704 734 � � �� 37 70.0 784 37 70.0 7&0 704 784 i G 42 61.7 88.1 42 61.7 8&1 81.7 66.1 t I n 24 70.0 784 24 704 784 Tao 784 i 1 I jj 3a 7a.0 734 30 70.0 7&0 704 784 36 88 70.a 7s4 u 88 70.0 784 704 7&0 37 7a0 7S.0 J7 704 78.0 70.0 78.0 42 61.7 86.1 42 61.7 B&1 81.7 8&1 Ii I i I 24 70.0 784 24 70.0 780 70.0 784 Iq 41 o! 30 92 60.8 86.8 30 Nb 88970.0 784 H jl / Il I I \\ 38 84.1 84.1 02 36 64.1 84.1 704 75,0 37 • 83.3 83.3 37 63 i BSd 70.0 784 �fy/ / ;r i ; % 24 • • 833 24 83.3 83.3 70.0 7&0 rSsw �fd1i t•• ,30 S7. •• S79 379 70.0 7&0 o if il'� i i H '� J �� 1 38 83.1 83.0 •38 53.1 83.1 70.0 784 ----il--- --ll-..- I I t�. �d __-- ----- _--.'_---.. I 1 Q • •37 52.4 •37 82.4 52A 17a0 784 ti \ II 25 • • • • REINFORCING II \ II K OPi(t0 • • •••••• ASREDD ii \li I iLID • SEE CHART (g$1 OR 2 ••• •• •• • •• •• ___� ____ = Ii\ I I SO SHEET T. • ii ii \ i i Ft OESCRIF TICISr�pii 3 rl •• • •• • • •••• 0 Ar • •• • • I �� G B i I I � ��M� tI / • • •••• I pNACTII E i i $t,` ••• • •:• • SING • •1TIDTH • •••• =EUTE WIDTH 378�YAX.(DG(1SBLE)� SURFACE APPLIED FALSE MUNTDiS OR 32 3/4" 26 15/18' 28 18/18' • • •• • •• DOOR FRAME WIDTH DEC(RATNE GRILL p,(„Opg, D.L OPO. D.L OPG. ro H • • • • MAY BE USED •••••• NOTE: 37' VRaflllCrk£vlggp • • FOR DOORS CAPACITIES SEE SHEET 2. LEaF WIDTH naaW7 wBsn.PlneW FOR SIDELITE CAPACITIES SEE CHART ABOVE. Spq�FRAME Y70 39 314'MAX.(SDN 1coft e LOWER VALUES FROM DOOR OR SIDELITE CHART lox 76 MAX.(DOUBLE) r,�Ieoy.Da. WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH (OXXO) GLASS D.LO. DIMS. MAX. UNIT TESTED FRAME AREA NDT TO EXCEED 100.72 SQ. FT. PER FBC 2014 D.L.O. HEIGHT(SDELITE) m FRAME HEIGHT - 11.000" 'All D.L.O. WIDTH (SIDEUTE) - FRAME WIDTH - 4.438" EW.MW AHMAD a iN 1 PE i 78502 g NOTE: Ni GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-08 (3 SEC. GUSTS) 042015 drawing no. AND DLARRA-TORR SSTTATEMEENT�DC�A05-DEC-219 W12-08 . sheet of 9 9/18*AIN. 7YPICAL ANCHORS PROPERLY SECURED THROW BOLT EDGE DIST. 20Y WOW B= EDGE DIST. SEE ELEVMNS ORtr PENETRATION FOR SPACING WOOD SrRuCWRE E DIST. frD"Y WOOD MM SHOTE slim 1 MEX STRUCTURE DIST. EDGE 25 Ue_= ci= E 8 " 1 � I ,g I 1!_ TYPICAL ANCHORS TYPIC&ANCHORS TYPICAL ANCHORS SEE amTws SEE ELE0,17IONS SEE ELWATIONS CQ i FOR SPACING FOR SPAMO FOR SWING MM-OADE COUNTY CUPPED MULLION SEE SEPARATE N 0: -OWING OPTIONS 7 SEE SHEET 1 TYPICAL ANCHORS EDGE S EE C, I I tz, Am as* 0 g4o so SEE ELEVATIONS � I 1 0'o FOR SPACING 0 o0 • 18Y OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY 010 WINDOWS • -1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND • 0 THEM TO THE BUILDING STRUCTURE. TRANSFER 0 •4 00 Z • 0 •of 1 3: 4 0** =CAL ANCHORS: SEE ELEV.FOR spAcNr, 0:0 0 1,1000 sl 1 AV M ULTRACON MX 'ELCO I(FU-177 MR F�.155 KSQ a 8 0 0 0 0 • 0• 00 0 INTO 29Y WOOD BUCKS OR MW STRUCTURES w;;m 000po • 0 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU Iffy BUCKS INTO CONIC. OR MASONRY FROl"realfwa 1-1/4" MIN. EMBED INTO CONCRETE (WAD) whk On FIwW 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY (,IAMBS) DIRECTLY INTO CONC. OR MASONRY7A 7 W3 1-1/4- MIN- EMBED INTO CONCRETE (HEAD/SILL) ILA 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) whollitta�vlftd #14 SMS OR SELF WL= SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) 2 /(D INTO METAL STRUCTURES STEEL: 1/8"THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) DOOR (STEEL IN CONTACT WITH &UMNUM To BE PLATO OR PAINTED) DETAILS MMICAL EDGE DISTANCE Efwx CML INTO CONCRETE AND MASONRY - 2-1/2"MIN. FL&PE f_7 W2 INTO WOOD STRUCTURE - 1" MIN. TYPICAL ANCHORS INTO METAL STRUCTURE - 3/4' MIN. Nib T-9MIN. [/EDGE E KSEE SEWONS WOOD AT HEAD OR JAM So -O.W MIN. 9OLT- FOR SPACING Z=n PENETRATION CONCRETE AT WAD,SILL OR JAMBS fe- 30M PSI Aft 0-1110 HOLLOW/FUM BLOCK AT MW fom-2000 PSI MIN. Wl 2-08 1/$MAX. SHIM OB= i/4°MAX. CONCEALED FLUSH B 3 LEVERS AT STILE FACE O ma TYPICAL ANCHORS ,ley mmN SEE ELEV. {0 FOR SPACtN6 t8 ACTIVE LEAF O 25 13 24 }� TYPICAL ANCHORS 8 SEE ELEV. $ h •: FOR SPACING }q� 23 EXTF,RIOR 19 9 O.L.O. �^R METAL STRUCTUREg SEE SPEC SHEET 4 37`MALI ••: '^ J t LEW WIDTH LOCK OPTIONS a t� 39 3/4`MAX. 1 Wt 82 OPTIMd 2 SHOWN) SINGLE DOOR FRAME WIDTH SEE SHEET 7.1 • •• FOR DESCRIPTION• t/ U• • 51aM • • • • TI CONCEALED FLUSH BOLTS E ••'+�•• ': AT INSIDE FACE ACE OFSTI.E SH BOLTS ••• f TRPICAI.ANCLEVE F tS •. • 3 • CONCM0 FLU• OR WOOD g LEVERS AT STELE FACE• FOR SPACINi}• ••• f INACTIVELWLEAF NmE 1 WOOD RE ••f •• �i• •• 39p •f •• f • 13 29 • °s 24 _ 0 O .0 f• f• 4 0 so o4ft 3 ••• •• w-$ • • r .' W oil • • ; TYPICAL ANCH • 19 ORS D.L.O. 47— D.L.C. �SPACING LEAF WIDTH I=OPTION EXTERIOR L LEAF WIDTH o 7r MAX. DOUBLE DOOR FRAME WIDTH PROSAIC f NEVISM 2 PONT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY P=0taf oft 0t YMrila INACTIVE Lw ACTMU LEAF t a •1 q J 28 ►eirHtNHvI N Enon AAD L VIA P f17=2 36418 EXTERIOR Z0� drmeklg no. DOOR DETAUS W12—US Lock OPTION I1 sheat 5 of 9 r=0 PART; REP. DR80R IPMN MATBRTAL MANP./suPPLiRe/R1�iAR1ffi 41.1u1 E601 - DOOR FRAME HEAD/SILL 6083 78 - ro 2 E802 FRAME COVER 6063-76 - N 3 E603 DOOR FRAME JAMB 608346 4 E604 SIDELITE TOP&BOTTOM FRAME _ 6083-16 - �r• 4A E626 - SIDEUTE 9'BOTTOM FRAME 8063-T8 - P S 1 E608 - SIDEUTE FRAME JAMS 606346 - 6 EGGS - SIDELITE SUP O4 JAMB 5063-T6 - Q 7 E607 - IFAF TOP&WTTOM RAIL 8083-T8 - M�• 7A £625 - LEAF 9'BOTTOM RAIL SOW-T8 O 8 E8o8 - LEAF W'STRIP ADAPTER 6083-T6 - (� 9 ENS - LEAF HINGE STILE 6063-78 - 10 E610 - LEAF LOCK STILE 606346 - S 11 E611 - LEAF ASTRAGAL.STILE 8063-T6 - p 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - Ti+ 13 E013 - LEAF CLAMP 6083-76 4-1/4'LONG g 13A E613 HNGE BACK-UP PLATE 8063-T8 tY LONG ye31 14 E614 OWING BEAD(8/16'IAM.GLASS) 6083-76 144 Elo9 - GLAZING SEAR(7/16•LAM.GLASS) 8083-16 - 16 E615 - GAZING SAD(9HSUL.CLASS) 8063-T6 - V i6 E616 - SNAP COVER 8083-T8 - L22'1 E613 - BOLT SUPPORT 8083-76 HOT SHIM • •• - AS RECD. SIDEUTE MULLION REINFORCING 6083-TB • • • FD-107 3/LEAF BUTT Hmm ALUMINUM SUU NAN&ASS= • • 000 • • •• F81202 - FLUSH BOLT LEVER - SUU.NAN&ASS= ••• •• • • • FBRO14SS - CONCEALED FLASH BOLT ROD ST STEEL SULINAN&ASSOC. #12 SMS AS REOD. FRAME ASSEMBLY SCREWS• •• • • • • #12 X 3/4' - HINGE VISTAUAMON FASTENERS FH SMS • • • • 8 +e3 O • • •••••• 24 - - 3/8"OW TMREADW ROD STEEL - _ 0004•• •••• •• •• 25 W11323 - PILE W'STRLPPING WOG. ULTRAFAS Z [i • • • • •• •• 28 E20818--XN-3020 - BULB SAMTOPRENE EPOL v •••• •••••• 27 E208 - QVING BEAD BULB SANTOPRENE ULTRAFAS • •• •• • •••• 28 - - GLASS SPACER SILICONE FRANK LOW RUBBER CO. •••••• • • 29 EW2 FLUSH SOLT CUP NYLON W •••4•• 30 'OLOtRC MACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK • • • •••••• 31 OLA1W8 WHTTE SOLT SUPPORT BLACK POLYETHYLENE ACME PLASTIC ••• •• •• • •••••• 33 #10 X 3/4 2/ADAPTER FH SELF WOLLWG SCREWS - - • •0 00 00• • 34 2/LITE SETTING BLOCK 1/4"X 1/2'X 4'LONG EPOM AT 6'FROM EACH END.DUIOMETER 80" ••• •• • • • - 2/UTE ISETTING BLOCK Ile X 3/4`%4"LONG r EPDM AT 8'FROM EACH END,OUROML7ER 80t6 CIE, • • gj, R SEALANTS: ALL JORM AND FRAME CONNECTIONS SEALED WITH SWNIEE MOREHEAD JM5504 SEALANT. b o PDwwDucral.v m-�- eamlgPhbet�tpttiwim A�aMpq•ee�Ns •< <m o ■�{i. • M N 1 ragn MWa& 1�liT C g FIA PE i 76892 n3T �e . X. jII drawing no. EP 4 2915 W12—o8 sheet of g MCKS OPTION ji OPTION 42ACTIVE LEAF, ACME IFAF: N 4 POINT LOCK ASSEMBLY OL01-8007 DY'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE O (2)LOCKING POINTS ENGAGING AT INACTA'E LEAF AT STRIA:PLATE DELTA 880 BY'KWQCSEr LOCATED AT 38-1/$FROM BOTTOM 1/2'DIA.THROW BOLT(1)AT TOP ENGAGING FRAME HEAD XEY OPERATED ON EXTERIOR AND THUMB TURIN ON F AND(1)AT BOTOOM ENGAGING FRAME SRL INTERIOR THROW BOLT LOCATED AT 44-3/4'FROM BOTTOM THROW BOLTS ATTACHED TO LOCK BY 3/8-CONNECTING RODSLOOK CONCEALED FLUSH BOLTS 8Y'SULLIVAN&ASSOC.' INACTIVE HANDLE LOCATED AT 42-1/2'FROM BOTTOM 1/Y X 2-THROW BOLTS ENGAGING FRAME AT HEAD AND SILL LEAF. MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE Q;C 2 POINT LOCK ASSEMBLY BY'INTERLOCK USA INC.' LOCATED AT 10-8/8-FROM TOP AND SOT= 8 1/2'DIA.THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH(2)f8-32 X 1/Y FH MS HEAD AND FRAME SBL INACTIVE LrAF_ d THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS g LOCK LOCATED AT 42-1/2-FROM BOTTOM CONCEALED FLUSH BOLTS BY'SUUNAN&ASSDC.' idTjT 1/2'X 2'THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-8/8'FROM TOP AND BOTTOM p, LOCK FASTENED To STILE WITH(2)88-32 X 1/2'FH MS II 0,4600 oil I I ••• • • I • i i /; �� • �� ' % inn g • ••• 0• \f f• •• b• i i / \ \ / II�D1tCTREVkiYO Z<� •\ \ / n 18u"ww1 b $Z I ii R W01� Dab • ACTIVE afACENE ACTNE s .. 4. • • • aui.].vu�• 3-1/2'X 7-8/8-X.122'THK.EXTRUDED ALUM HINGE g PART IFD-107 BY MU NAN&ASSOC. 3 HINGES PER LEAF Fu BOTTOM HINGE AT 10-1/4'FROM BOTTOM TOP HINGE AT 11-3/4'FROM TOP CENTER HINGE AT MIDSPAN(38'O.C.MAX.) ,�p oil TINGES FASTENED WITH/10 X 1'FH SMS drawing TX>. (S)SCREWS AT HINGE STU (8)SCREWS AT FRAME JAMB ah�t 7.101 4.000 �-1.780 V 478 .819 r-394 .130 .825 IA03 .045 .803 1480 .805 .045 a 'f` ,,, .078 Z j 4437 1.047 1.047 1.iM ' 7d 4.750 2.082 u GLAZING Slur CLASS t L BEAD GLAZINGwm GLAZING�DOOR FRAME HEAD/SL 4 a c 1.507 h I^----4400- t.s07 7 LEAF TOP/BOTTOM RAIL o 1.825071 -A -i 4.719 .078 .078 4.7813.719 478 1.750L L L' 7 4A90�� 7.831 8.280 1.500 -.312 • • 9 LEAF HINGE STILE i�dOAitcrmevtatsn N • • i••••i t.�� • i • •• 5.3aa oft..osz "k ike FaiYe • • 1, • • • 8 LEAF W'STRIP ADAPTER �at+celet•!8n ••• •• 3, 4.0=0 SIDELITE TOP R BOTTOM FRq" • �4 IL 1 1.807 II 2 Z •••••• •••••• •••f � 1.750-�I .442 81 ••••• • •S ••••• • 478 7A 9" BOTTOM RAIL O 1.584 0 a •• •• • ••il� ••••• 72 U�8 • • t etz••}t ••• to LEAF LOCK STILE t sp7 LEAF ALIGNMENT BRACKET w°f ••• •• • 2 FRAME!COVER •••••• 5.344 .780p 281 • F , I . ••• •• I .078 .375 i • ••• •• 4 •1.107 ••• 1 7 1.750 2481 1.87 •1 3.781 .125 • . d L I 3.719 ..--99.. 478 .154 a000 �§4 tt t3 LEAF CLAMP to SNAP COVER LEAF ASTRAGAL. STILEL O HINGE BACK-UP PLATE x287 $�0 � 1Aoo �1.= .719 1.250 18 0 SZb .719 SIpELITE MULLION REINFORCING g<m u .078 N Enprs ANYAO � o 4A00 4.000 c• 078 1625 4.188 �O,p,Nm n n� 7 1.507 478 O 4.000 sE 2015 dr77wing no. W92-08 3 DOOR FRAME JAMB s SIOELITE FRAME JA6A8 SIDEUTE 9' BOTTOM FRAME s SIOELITE SLIP ON JAMB 11sheat 8 of 9 za zz az � N KA �. � , 0 �Q4 U N N • •9_DIlOR FRAME CORNER � •• •.• • • • • 0 • SIDEI fIE FRAME CORNER SIDED MU UON SLIP ON JAMB CORN 0 mon z-- • ••• • •.•• W 48 •..•.• • • Oj • s wwa»tRla4d. .• •.••• •• . • ..• '" 3 • • • • io dg 8 <m v N FIA. a g � 8 s 2015 drawi� no. LEAFCORN sheat 8 of W5 � pE�,10 2015 (; ITY MIAMI-1 MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATMIC OIIRCES MR) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINIST O N T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE.(NOA) wwwmismidade.$ov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 100"Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W09.08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.r, sheets 1 through 6 of 6, dated 02/12/09,with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of'this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami--Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION. A copy of this entire NOA:hall be provided to the user by the manufacturer or its distributors and shall be av jilable f0*r hspe;Apn�t;Iif job site at the request of the Building Official. This NOA revises NOA No'14-0X7;0 aQdtop tits bf this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned IBovV • • • •• The submitted documentation was reviewed by Manuel Perez,P.E. '• NOA No.15.0406.12 M MIDWE t�crY ••: fA •.' .' Expiration Date: April 08,2019 ApprovalDate: July02,2015 0:0Page 1 . . . . . . . . . . . . .. .. . . . .. .. r Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0224.07 and previous NOA No.14-0317.02) 2. Drawing No.W09.08,titled"Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6,dated 02/12109,with revision E dated 06/23/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202.94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7635,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No.14-0317.02) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 106-1/2"wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166A, dated 12/15109, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.0;9 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 106-1/2"wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 094224.07) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with installation diagram of a 53-1/4"wide x 76"high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report Nb.XETI•.08,a168,.daW 12/15/09,signed and sealed by Candido F. Font,P.E. •; ;•; ; ; :• (Submitted under NOA No. 09.0224.07) .. ... .. . . . .. Mai a ez,P.E. ••• •:• .•. •:• •'; ':' Product CohAEolAxaminer • NOA No.15.0406.12 .. . . . . . . . . • •• r• •• •• Expiration Date: April 08,2019 Approval Date: July 02,2015 . . . . ... . . . • •• •• • • • •• •• Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(co1V'1`1NUED) 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 53j/4"wide x 76-1/4"high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08.2170,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5a' Edition (2014), dated 03/27/15 and 06/23/15, 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 "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5W Edition(2014),and of no financial interest,dated March 17,2015,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. FTL-7635, issued by Fenestration Testing Laboratory,Inc.,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No.14.0317.02) 3. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon,P.E.,Product Control Section Supervisor. (Submitted under previous NOA No.14-0317.02) 4. Laboratory compliance letters for Test Reports No.HETI-08-2166A, HETI-08-2166C, HETI-08.2168 and HETI-08-2170, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09.0224.07) G. OTHERS 1. Notice of Acceptance No. 14.0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Quad 100" Aluminumy Single Hung Window - L.M.I., approved on 04/10/14 Aexpjj�"0jjj9:, . . . . .. . . . Alf Manuel P.E. •�• �: •'. ':' ": ';' Product Contr =06.12 iner •• • • .' : NOA No. :0 Expiration Date: April 08,2019 Approval Date: Jidy 02,2015 ... . . . . ... . E": . . . . . . . ... 0.: . .. .. . . . ... . . . ... . . 53 1/8' 53 1/B' I WINDOW'NOTH WINDOW WIDTH 47 3/8' 47 3/8' O D.L0.(FIX.UTE) O.L.O.(FIX.LITE) a l S'MAX. 12'MAX. S'MAX. 12'MAX. N I+NECO RS J HEAD $ CRS II II V I 0 11 1' ❑ I m i� • �� P i ii II SWEEP LATCHES 4 —=--r=== _-_-._. 4t A AT 12-1 2' • • •• • • .00: 000 0 • • 0•000 9 $ n m p 11 I I N • 0000 • • 0 • h II r - ---n====I == c? • ••••00•• • • II II II 3 B u 3 • 0000 0000 •• •• _ II 0000 0000 0000•• a �I -11 ti • • pp ✓S 0.0• • ••0• D II C qI. 11 tl 0.00•• • • II 3 1 V � �-�� II C 11 •a 000• 0 • •00• II Tb m It ^� I 3 '� • • • •0.00• � �} ra QV y� • OoM • •••• •• • •••••• FALSE IAINTINS7-, HORS AT SII,I. FALSE NUNTINS NO ANCHORS AT SELL • • • CSFALT:OPTIONAL /e" (SURFACE APPLIED) Z'-�+- 0:• • •• : 0•0• 7 3 13PT1 N& 47 3/S' 000• • • --.0.(VENT) (VENT) •••so: sPRDK1 LOADED LATCHESD.Lo. • 0 50 3/11' AT 7'FROM ENDS 50 3/11' U:0:18 ECO—GUARD BEES-100 VENT WroTH SWEEP iATC°i E OPTIONAL VENT WIDTH 4 W g EQUAL LUTES TY'. UNEQUAL LITES ALUMINUM SINGLE HUNG WINDOW (ORIEL TYPE) DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL. ELEVATIONS CHARTS SHOWN ON SHEETS 2. TESTED UNITS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING p R o l MIAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). g a m u n w W000 BUCKS RY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS,ANCHORS ' EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE WINDOWS ARE RATED FOR LARGE dt SMALL MISSILE IMPACT, tAVAD AtdNAO r j ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. TAE 7921 NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. � ,y ALL SHIMS TO BE HIGH IMPACT. NON—METALLIC AND NON—COMPRESSIBLE. t-W7,iw- OMATM14LS INCLUDING BUT NOTLIMITED TO STEEL/METAL SCREWS,THAT COMEINTO CONTACT WITH OTHER DMISIMM MATERIALS SHALL.MEET THE WO9-08 REQUIREMENTS OF THE FLORIDA BUILDING CODE, C slHlet of g EQUAL LITES WINDOWS MOTH UNEQUAL LITES WINDOWS MIOTH4 � S DESIGN LOAD CAPACITY- LSF DESIGN WAD CAPACITY-PW1�1 S GLASS TYPES CLAMTYPE "us TYPES FLANGE DIALS. 'A', 'B' &'C' FLANGE DIMS. A' •B' &'C' Z wmm HEIGHT t7IL(+) 1NI4-) MOTH 'HEIGHT Mr.(+) INT(-) EKL(+) IW4-) Q -' 19-1/8" 750 904 �/ 19-1/8' 764 904 75A 900 24" 714 90.0 24• 750 90.0 78.0 90A �, 1 26-1/2• 750 904 25-t/2' 75A 90.0 754 900 di ° 8 32` 28" 754 90.0 32' 50-5/8• 75.0 900 750 904 37' t� 75.0 90A 37' (6) 75.0 90.0 _ 75.0 am ,a 40' 75.0 90.0 = 10' 75.0 90.0 71.0 90.0 $ ti 45" 76.0 90.0 48• 78.0 00.0 78.0 80.0 1Li 53-1/a" 754 904 53-1/8' 750 90.0 75.0 no 19-1/S' 75.0 90.0 19-1/8" 75.0 900 75.0 900 ZU d @ $ 24• MO 90A �• 24' 750 90.0 750 904 26-1/z• • •7wf.0 90.0 28-1/2• 754 904 75.0 8a0 m Illddd... Gl 32' 38-* Sao 111�ggg$i • • • •• 32' BJ' 7&0 80.0 780 90.0 Z • 4's'• (4) 75.0 9040 • • 37• (5) 750 904 754 90.0 a • • 40• 750 900 714 SGA d O • •� •i 75O sea • EQUAL LITES 48• - - 75A 9oA z UNEQUAL LTES (ORIEL TYPE) 53-1/ir 75.0 gads t••t 53-1/8• - -• 75A 90.0 19-1/8• 75.0 90.0 19-1/b' 784 904 75A ea0 ril • • s •• •�• . • •• 24" 75.0 90.0 78.0 904 Vl 29�j2' • •*A, 90.4 •• 26-1/2' 75.0 90.0 754 90.0 1+ T • : : 50-8/W 75 90.0 • • 32• 78• 75.0 mo 7s.o soA vS St 37' (BI• •vi 80.IV • 37• (7) - - 75.0 904 Z 1 • i • 75A Sao • 40• - - 754 Sao O0 • 486 71.0 90.qb 4•• 48' - - 75.0 9a0 2 ^egg • S 1 8' 750 904 •°•• 53-1/8" - - 754 90.0 + I O 5 K)r3 19-1/8• • lmlni and 7p 24' • 16! goo • TO QUALIFY FOR SMALL MISSILE IMPACT RATING z 3 • 46.1{2• 7 90,0 0 EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. z s2" 8?• •)b.0 90.0 _ O p a 37' (8)• 75. 90.0 1/8'HEAT STREN'D.GLASS W tng 40' 754 90.0 48' 75.0 90.0 c 5/16•AIR SPACE PEODUCI'RBV� O 53-1/8' 780 90.0 1/8'HEAT STREN'D.GLASS as dmtRarift to 1/8"HEAT STREN'O.GLASS 3/16"HEAT STREN'D.GLASS RWWMB0ode 19-1/6' 764 90.0 &1 popp�0N0 �� •� 1a 24' 754 eo.0 Gi 090•Interkyer .�0"Interlayer .090"Interiayer Dw g 28-1/2" 78.0 90,0 DuPont Butaoite PY8 DuPont Butaaite PV8 DuPont Butocite Pills A By'Kmroy America.Ina.' Ely'Kuraroy Amer ca.Inc.' By'Kuroray America,Inc! c 37' (7) 780 200 a 1/8'HFAT STREN'0.GLASS 3/16•HEAT STREN'D.GIASS 1/8"HEAT STREN'D,GLASS 4I 2 40' 750 90.0 _ 48' -75.0 90.0 i ggaE �899 NE SIU ONE 889 53-1/6" 75.0 900 to KTTm 18 m 16 � '1 m 18 m 27 13 f >I S I aamV Oto p I SETTING BLOCKS AT IAM.GLASS AND DWUL.IAM.GLASS NOTCH GIA73NO BEAD LEG TO CLEAR•BLOCKS 1- g 21 8A 21 88 21 Ew. w a 1 AT 1/4 POINTS ON LILES AT 1/4 POINTS ON UTES AT 1/4 POINTS TLA.PE 70592 13 M[0R THAN 36'ONLY 13 MOER THAN 38'ONLY 24 13 ALL SIZES C'A'N' yy GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' NOTE: GLASS CAPACITIES ON THIS SHEET ARE GI A_2•ING OPTION4 ads nwOL; BASED ON ASTM E1300-09 (3 S£C. OUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 8 ISY TYPICAL ANCHORS u8 • WOOO SEE S" FOR SPACING TYPICAL ANCHORS . _ iv I SEE ELEV.FOR SPACING a a E38E'O•S. :•.'• MM-RADECOUNTY APPROVED' a METAL EDGE DIT. STRUCTURE MULLION&MULLION ANCHORS \ o SEE SEPARATE PKA ST Z WE DIST. 0-1" J O �•t• ss S 9 TYPICAL.ANCHORS TYPICAL ANCHORS SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING � I}ti 4Z4 td $$ • •••• A • •••• • • • WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. • ••i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • •••• •••••• ••• 12 OPTIONAL OM LATCH to • • TYPICAL ANCHORS: SEE EtEV.FOR SPICING *00* • ••• 1X DIA, ULTRACON BY 'ELCO' (Fu-177 KSL Fy-155 KSI) h • •••• • • t4 INTO 2BY WOOD BUGS OR WOOD STRUCTURESi " • • y • • 5 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 8 t` • •••• •• 4 t 4 THRU 10Y BUCKS INTO CONC. OR MASONRY O o M • •• ••• • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) Z- V 2t 940606 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) *:009:• • t DIRECTLY INTO CONC. OR MASONRY = 1-1/2" MIN. EMBED INTO CONCRETE (HEAD) t 0 w 1-1/4" M . EMBED INTO CONIC. OR MASONRY (JAMBS) $ W°ice t ,814 SMS OR SELF DRILLING SCREM (GRAPE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8-) INTO METAL STRUCTURES t 11 STEEL : 1/8"GA. MIN. (Fy = 36 KSI MIN.) + ALUMINUM 1/8" THK. MIN. (8063-F5 MIN.) of (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) s e TYPLGL EDGE DISTANCE 8 tta INTO CONCRETE AND MASONRY = 2-1/2" MIN. t INTO WOOD STRUCTURE = 1" MIN. CO tS j to INTO METAL STRUCTURE = 3/4" MIN. t4A WOW AT HEAD.SILL OR JAMBS SG=0.55 MIN. m $ 2 CONCRETE AT HEAD, SILL.OR JAMBS Po = $000 PSI MIN.PRODUCFREVMW <m v o m C-90 HMLOW/F1 M NORMAL WEIGHT CMU AT JAM11S fm = 2000 PSI MAW. du m M AHMAD IWBd�gC46 �Br CML a droving no. ti• ,A ALL JOINTS AND FRAME CONNECTIONS SEALED WTTH W09-08 JOINT SEALER. aheaL$of g FTmF PART 9 RBQD. DESCRIPTION MATERIAL MAN-./SDP—/R-AM �{� 1 FY101 1 FRAME HEAD SB3s-TB — 1� 2 FYI 15 1 FRAME SILL -_ -- 6063-T6 JAM - z 3 FY103 2 FRAME JAMB 8083»T6 - 4 FY104 1 FIXED MM.RA(L 6063-T8 - 5 FY1051 VENT TOP RAL 6083-18 - 6 FYI 14 1 VENT BOTTOM RAIL 6063-76 7 FY107 2 VENT SIDE RAIL 6063--TB - 6 FY108 AS ROD. GLAZING BEAD(6/18'U1M.CLASS) 8083-TB 8A FY109 AS ROD. GLAZING WAD(7/18'IAM.GLASS) 6083-16 M&W-OADE COUNTY 88 FY110 AS RAD. GLAZING BEAD(1NSUL.LAM.GLASS) 6083-TS - tubi APPROVED MULLION-\ FY116 2/VENT SASH STOP 8083-T5 - 4 SEE SEPARATE NOA TYPICAL ANCHORS 1. SEE ELEV.FOR SPACMG 11 FY113 2/YENT SPRMG LOADED LATCH,AT 7'FROM ENDS 6063-T8 11A - 1/LATCH LATCH SPIUNG Sr.STEEL - • •• 12 SL203P 2/VENT SWEEP LATCH.AT 12-1/2'FROM ENDS ZAMAK SUUNAN&ASSOC. E • ♦ ••• • • •• 12A !8 X 5/6' 2/LATCH LATCH DIST.Scows sr.STEEL FH SMS • •••s - 13 - AS REOD. SETTING BLOCK EPOM DUROMETER 80tb SHORE A • • 000000 -- - 14 #B X 1' AS FOOD. FRAME&VENT ASSEMBLY SCREWS CRS PFI SMS • •••• • • • • • - 14A g8 X 3/8' 2/VEM BOTTOM RAR.ASSEMBLY SCREWS CRS PH SMS V a • • 15 E207 AS READ. 1mTFOM RAR.SEAL-SERIES 101 NEOPRENE ULTRAFAS 3 • •s•• •••• 16 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB i •••• •••••s ••••• 16 W23181 AS REM. FTN SEAL W'SIRIPP810 - ULMWAS s • 19 FYI 17 4/VENT SASH GLOVE CELCON M&M PLASTICS H C3i •••••• • • 19A B6 X 3/6' 1/OWE SASH OWE nasi.SCREW CRs OH SMS TYPE B • •••s WINO• OW • • •f • • WITH WINOWM WM1}L 20 F270 2/VENT SASH BALAPLCE - SUPEISOOSi BY BSI 8 ^ • • • *00000 20A X 5/6' 1/BUANCE BALANCE(NST.SCREW - P FN SMs Q O s 21 AS READ. GLASS SPACER SIL=K FRANK LOWS • •••• •• • •sss•• • • • 22 - 1 5/16'BOX SCREEN - OPTIONAL Z 3 • • •• • •• 23 FY720 - FWow-ToSH FRAME ADAPTER B -T0 OPRONAL '9 Z • ••• SEE ELEV.CHO�S}AeIIRi ••• • 24 - - WSW-GLASS EDGE SPACER Sr.STEEL CARDMAL.XL 0 • • Ww� � ® 1µ'MAX. f 1/4-MAX SHIM VENT ww" SHIMS 'By woo6 METAL smlkTURE � 814 B 7 zc I c � � v. TYPICAL.ANCHORS l k 1 0. SEE ELEVSEE EL.ANCHORS F�4 FOR SPACING SEE ELEV. s FOR SPACING SCREEN OPTIONAL-------- C0H4 5 d 8 s m u n m 0 t4 EXTERIOR 3 nqr.JAW10 A19AA' •P g D.L.OPG. FLA PEE 7.582 S � •%•. •C'. i 40, wamismTtw�,m� 41 LcNO `� �`� drawing no. BY 9 wog—o8 sheat 4of 6 I EDGE DIST. TYPICAL ANCHORS [] SEE a".FOR SPACING TYPICAL ANCHORS METAL MIAMI-DARE COUNTY APPROVED W e o e N SEE ELEV.FOR SPACING EDGE DIST. STRUCTURE MULLION&MULLION ANCHORS P• SEE SEPARATE NOA O I � EDGE GIST. � �j ALT. TYPICAL ANCHORS 4 4 1 SEE ELEV.FOR SPACMG • •• • 000• • • • NINO 0000•• • • � J• • • 000000 J • 0000 0000 00 •• • • • • 0000 , • •:•• •0••w• g 0000 • 0000 •0.000 • • • • • • •••• g a� • 0000 I 3 mM • • • 0000•• � OoM» • • 0000 •• • 0000•• ® � � • • •• • •• Ile MAX. z$� SHIMS Z A• 0000 ••• i ALT. �d,§^ 0000••• • • TYPICAL SEE ELEV.R SPACING ° o a 'MAS i ° 444 s O c•�? d5 ALT. 558 <m u n u INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER 9;..MMD AH DCIVIL � •� g� :. � nA.PEmm ai a D. M 19 . 0 � UIJ (IfeWOlg DO. gp WQ9—Q8 sheet Sof g 0.7380-60M CNV-dWO� a33xs aw araaho ov tfzeo a wes-ses(sos)xvd seas-see{so£}-rte. �lop •e�zc�xvd ooW*WONO-M ELLS£ IA 'AM03W ow ilea oi5omanfA a g 4 m 1,4VW VCHVOW'WMIM 1338iS 901 *MN *L W acme OM s score•nae sswwv•rwwia ' myuan OJMCWbdtl�8N WB .O-1 'SW3ISAS MOONIM 003 yams aau Xwo ow v .�_a/' — a e NOLLVWOCIMOO b0021Vd-7VIrff0l) 'M=li-S KTIV 001-S32M @Nf19 093 0 quo W eo-zi-zo zya v 3 ws N r ------- _—.—. iP7 `.T 12 o �m p-- a 1 � W 10 a tV N 91� • •. •$• • . • O ` _ ;2 8 0049 • .• .•• • ''� NpD g F � r N � • N • G � �`j• � P � W N ` W ,515 Y p _P• CN• O N 1N DEC.10 2015 Wlf-- IJITY IRM BY: M An 1W MIAMI-RADE hHAW-DARE COUNTY 4 PRODUCT CONTROL SECTION DEPARTMENT OF LUmUC u URCES(RER) 11805 MV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION_DIVISXON T(786)315-2590 F(786)315-2599 NO'T`ICE OF ACCEPTANCE'(1 0A) �»viv miamidade.covreconomy Eco Window Systems,LLC .9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section(In Miami Dade County)and/or the A 4J(in.arm 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 200"Aluminum Horizontal Rolling Window—S.M.I. APPROVAL DOCUMENT:Drawing No.W14-15,titled"Eco-Guard Series-200 Alum Horiz.Rolling Wdw.(SALI.)",sheets I through 6 of 6,dated 04/02/14,with revision A dated 05/28/14,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSME.IMPACT RATING: Small Missile Impact Resistant- LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless othenvise noted herein. RENEWAL of this NOA shall be considered after a renewal application has leen filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be availdble for tnspec fien at h�jaMite at the request of the Building Official. This NOA consists of this page•L andgv f c�jtc a japA4pas well as approval document mentioned above. The submitted documentationVas 1`d'crie«ktl by Mantle? erez,P.E. �' ••• : : •' NOA No.14441 to /�,•� Expiration Date: June 19,2019 ... J� 14.. . Approval Date: June 19,2014 �• Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W14-15,titled"Eco-Guard Series-200 Alum.Horiz.Rolling wdw. (S.M.I.)",sheets I through 6 of 6,dated 04/02/14,with revision A dated 05/28/14, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Small Missile Impact Test per FBC,TAS 201-94 5)Cyclic wind Pressure Loading per FBC,TAS 203-94 along with marked--up drawings and installation diagram of an Eco-Guard series 200 aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-7748,dated 03/10/14,signed and sealed by Marlin D. Brinson,P.E. C. CALCULATIONS I. Anchor verification calculations and structural analysis,complying with FBC 5th Edition(2014),dated 04/01/14,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. 13-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butaciteg PVB Interlayer"dated 04/11/13,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5th Edition(2014),and of no financial interest,dated April 02,2014,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Proposal issued by the Product Control Section, dated 01729-14, signed by Jaime Gascon,P.E.,Supervisor,Product Control Section. G. OTHER •• ••• .• • .. . . . . . . . . . • 0: • • 1. None. ... .•.• . . ....• 00 Manuel P.E. ' "' ••• ••• ••• Product Cant of E Iner • ' NOA -0415.05 . . . :. :. 00: .. Expiration Date: June 19,2019 Approval Date: June 19,2014 E-1 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . MY.V s WINDOW N1DTH 4 1/2" 9 4'MAX. O caKlRs A SIL 1/8'TEMP.CUSS 1/8"HEAT STREWD.GLASS 5/16•AIR SPACE AM"KfI APER 1/8"HEAT SfRENro.GLASS II 4 Q a BUTACITE PVB BY'DUPONY .OBD"INTERLAYER 1/8"HEAT STREWO.GLASS LLHTACITE PVB BY'DUPONY 1/8'HEAT STREN'D.CUSSSIUCOME $ �o CORNING G 899 SIUDOW C)RMNG 899 th II � � • �r1 � • • • � e a 0000•• •• ••• 70 FALSE MUNIINS •• •• 0• • • • CARDM L XL ISIWZ B�USE6 oA.OPG. of OPG. � • ••• •••• ••••406E SPACER SETTING BLOCKS AT WSUL.LAM.GLASS • • ST.STEEL NOTCH G!AMC BEAD LEG ffJJ!!"ii • ••• �y •••••. GLASS TYPE 'B' TO CLEAR BLOCKS vENr VADTH � Ir.IER/l NBtd.TRX.• •••• 3/4'OVERALL NOV.TRX. to n :000*i••••i TYPICAL ELEVATION : • • GWJNr.•PTIolis O o"1 ••• •• •• 0 •:• GLASS TYPES A' .81 • ' & Z$ _ • THESE TED F0� MLLE R PACT. MAXIMUM DESIGN LOAD RATING -+ 67.0 PSF z MIAMI-DADS COUNTY APPROVEDrBL�STANF SHUTTERS REQUIRED •:• foR ILST noNs UP To 3o Fr•OF GR�9E. (+oR sLZEs s www AWE OR sMVItER) - 719.0 PSF O S= Tei FOR INSTALLATIONS ABOVE 30 FT.OF GRADE w rnm 0 ECO—GUARD SERIES-200 ALUMINUM HORIZONTAL ROLLING WINDOW APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R.OR HORIZONTAL ROLLING WITH OTHER ° WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN, LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE NOTE, REQUIREMENTS OF THE FLORIDA BUILDNG CGDE INCLUDING HIGH VELOCITY GLASS CAPACITIES ON THIS SHEET ARE HURRICANE ZONE(RM4. BASED ON ASTM E1300-09 (3 SEC. GUSTS) o WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER AND FLORIDA BUILDING COMMISSION LOADS TO THE STRUCTURE. DECLARATORY STATEMENT DCA05-DEC-219 r ANCHORS SHALL BE AS L.ISTEO,SPACED AS SHOWN ON DETAILS,ANCHORS J DASD EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. � r f ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE - NOT PART OF THIS APPROVAL. CAK 3W .. A LOAD DURATION INCREASE IS USED N DEMO OF ANCHORS INTO WOOD ONLY. `g�14 P - t ALL SHIMS TO BE HIGH IMPACT. NON-METALUC AND NON-COMPRESSIBLE. �(jIJJ 9 MATERIALS INCLUDING BUT NOT UMRED TO L/M1TAl SCREWS.THAT By r e drowtn no. COME INTO CONTACT WITH OTHER o(SSDIILARAi SHALL MEET THE W14-151 REQUIREMENTS OF THE FLORIDA BLOC.CODE � sheat , of 6 rtpm&ANCHORS terSEE Em. IAETX STRUCTURE 8 WOOD HANK 1 FOR SPACING STRU d• 4 � 4•< \:.v MM—DAVE COUNTY APPROYEO a a d• d ° - MULLION&MULLION ANCHORS z 3 .d •°. '<d. ° d" EDGE SEE SEPARATE NOA xv Q DIST. J tel t sq 9 ELEV. SEE ELEV. SEEIANCHORS FOR SPACING FOR SPACINGTYPXAL ANCHORS TYPICAL ANCHORS LL 40• •• 00: •• • 0 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. • • • 01 kMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM j U • • ••• •• •• AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • • • • • WMHOLES: TYPICAL ANCHORS: SEE ELLv.mR SPA= 00, 000 •• •• • W7 = 1/4" X 1-1/2"WEEPHOLES WITH BAFFLE AT 3-3/4" 1 4"OW TAPCON BY'ITW' (Fw120 X51,Fyb92 NSD • ••• •• • Pd • FROM EACH END AND AT MIDSPAN / (Fua177 Xs6 Fym105 Tal) • • t 4" DIA. ULTRACON BY'ELCO' • 000 W2 = 1/4" X f"WEEPHOLES AT 10-5/8" FROM EACH INTO 2BY WOOD BUCKS OR WOOD STRUCTURES pr ° •• • • END AND AT MIDSPANj°D • • 1-1/2" MIN. PENETRATION INTO W000 n •• ••• • • !,n •a too THRU 19Y BUCKS INTO CONC. OR MASONRY Q p M •• ••• • •WSEALANT' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Z �I • • 0.: • 1 se • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 3 3 _ JOINT SEALER. DIRECTLY INTO CONC. OR MASONRY Z 0:0 •• • • f-1/4- MIN. EMBED INTO CONC. OR MASONRY Z in • •• • #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) yV1 g • INTO METAL STRUCTURES 0 STEEL : 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) 9 #14 SMS OR SELF DRILLING SCREWS (GRACE 2 CRS) 14 1 15 INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') x (NO SHIM SPACE) 2 2t TYPICAL EDGE OtSTANCg $O tg 1 8 INTO CONCRETE AND MASONRY = 2-1/2' MIN. t3 INTO WOOD STRUCTURE = 1" MIN. A INTO METAL STRUCTURE = 3/4" MIN. j 3 • y 1n CM40RM AT HEAD,SIU.OR JAMBS Pa - 3000 PSI MIN. •< 1 1 C-90 HOLLOW/FIU ED 84ACK AT,JAMBS H'm-2000 PSI MSV. d � a F"Y+: _A3tMA0 � •t 1 •i• 1 d.d FlA PE 7¢992 Appitl�YJ et COmp�7cg91�15R y 1 H+la il¢ Coda y , .•e '°•.. e t Sib 1 TYPCA ANG ELEV RS 9' PEW DISK \ wpmAI. ORSSEE Y/�'I .7• droWing rro. SEE El". * uI `' i •W2 FOR SPAM ley FOR SPACPX, WOOD tH sheat of 8 Lm-�W-ljl o a h 1/4-MAX. W 1/4-MAX. SHfMS 1/4"MAX i �M BUCKB d(� 8 7 5 21 28Y WOOD BUCK � TYPICAL ANCIM f 4 v.o • �G SEE EL.ANCHORS o, SEE ELEFQS , • • ••• • FOR SPACMIG 1 1 000.0• V U •• 00• • METAL .. -----ssx�N OPT. ____.. .. ... .... 00 ° q�! • ••• • •••04 11 P TYPICAL.ANCHORS $ • • •0•••• .'.b SEE ELEV. •• ••• • • *Soso WINDOW WIOTH FOR SPACING • • • 0 0 0 0•• X0 LAYOUT J3 •• ••• ttMM z • •• • 000•000 Z z�r8 i • 0• • 0.0 • •0•• pap L' • U�w 0000••• • W Wg D Mm-DARE COUNTY APPIWED MUWON TYPICAL ANCHORS SEE SEPARATE NOA rsRF a".FON SPACING e Nil-----__«SCREEN OPT. cd C 6 WINDOW wm WINDOW WIDTH ^ E�• ptp L � FE i 7=2CAA �Florlda�ItelCBlgq• Clod B�b�i � �+ Dille MAY 2 m ado act 0 gp .y droning no. W14-15 shoot 3 of 8 METALTTP STRUCTURE TYPICAL ANCHORS ro SEE EI.W. ANCHORS M -DADE COUNTY APPROVED FOR SPAM � p1M FOR G MULLION&MULUON ANCHORS Y a �' °•a p\' EDGE ST. SEE SEPARATE NOA 0 J a£DG£Dt6T° I ,.•.• 1 EDGE DIST. F s ° ALT. LL PICAL ANCHORS 7FOR SPACING • f • • • U iffi•• f • •iff•f 5q� •• •i• •••i i• •f f • i• • aaLZZZZ • f•f •if• •f••• •iiif• • • . 3 f. ...• f i •i•• � goy � • • ...... O 0 3 Ci •f fi• i• • •ff•i• 1/e MAX • •• • •• SHOO ALT.004009 Z • p i • G TYPICAL ANCHORSSEE ELV9 TYPICAL ANCHORS FOR SPAC@IG SEE EM. F SPACING '. ?� R C O •tn C WSTAIUMN MMLS MW FLUSH FR&W ADAPTE�i vao AFQWD ,- FIX7= romPhbB Asea C" $ ' I A9 •°•.VIOGE D . •q ml Drale PeodnM 9 'S ��/ droering no. W14-15 8�8Bt 4 Of 2.750 1.087 fiBM PART p gUA11T19'Y DPSCRirnGN MATBB,Ab DIANP./87JPPIiP,R/RlIMA1BC8 4 W .250 , FY201 , FRAME HEAD 8083-Ts - 18• .800 .718 2 FY202 , FRAME SILL _ 8083-T5 _ �- 1.434 '�- S FY203 1 SOL TRACK WSERT 8083-Ts - -_ 0 4 FY205 AS READ. MOV.FRAME JAMB 8083-16 .082 .813 5 FY101 AS REO. FOU FRAME JAMB 8D83-TS a 1.718 8 fY104 1/VENT FlXEO MTD.A/Ul. _ 6s3-T8 3.249 'O2 1.140 7 FY105 1/VERT VENT INTERL= 6063-T8 - 8 FY206 1/VENT JAMB STILE 6063-TB O VENT TOP/BOTTOM RAIL i, STEEL REINFORCING a FY107 2/VENT TOP AND BOTTOM RAIL 6063-TO - O n J1,3 ,0 FYtOS AS REO. LRAZIR7 BEAD(IAM.GLASS) 6o63-Ts - 2.095 .519 ,OA FY,10 AS REOD. GLA�7G BEAD(at UL LAM.MASS) 8083-Ts - Q �ggppM 1.740 1.610 1'� 11 - AS ILEO. REWFORCIiG BAR STEEL - oo .719 ,> 13 FY204 1 ADD-OR SILL!BSER 8063-Ts - dr L� FRAME HERO 2248 I_ i4 FY208 4/VENT ROLLER HOUSINO&LAxX CELCON - a iS FY200 2/VENT ROVER BRASS g • •• 7'I 062 to 1.047 16 FY210 2/VENT ROLLER PW ST.STEEL - yl • ql4o �0lou 17 is x 1' AS REOD. FRAME/VENT ASSEMBLY Sf2iE185 CRS P.H.SMS 1s #8 x 3' 2/VENT FDL RAIL SIL S (SILL.END) CRS P.H.SMS 1.344 • 19 YWISI AS REO. FIN SEAL W'STPoPPIND - ULTRAFAS20 03=90 AS REO. BULB SEAL 0-LDN �ILEGEL JAMB ST1LE ,045 .803 21 E�7 AS READ. BULB SFAt 5ANTOPRENE IA.TRAFAB,OUROMETER 853822 E203 AS READ. OLAZW BEAD BULB SANTOPRENE ULTRAFAS.DIIROUEM 6535• 2031.0423 fL8-50 AS READ. GLASS SPAC£R SI.xIONE FRANK LOWE .078 1 ••• 1•� 24 SL203P 2/VENT SWEEP LATCH.AT 10'FOM TO&BOTTOM - SULLIVAN&ASS= 0,0600 • • . 25 $8 x 1/e' 2/LATCH LATCH Rtlb'T.SCREW ST.STEEL CH SMS W • • .: GLAZING BEADS 26 WA2L 2/WDW. WEEP VALVE - PREFERRED ENG.PRODUCTS •• • • oe2 140 27 - 1/VENT 5/,s'Box SCREEN - OPTIONAL • • • • I 28 M20 FLUSH FRAME ADAPTER 8083-T8 OPTIONAL, Q o a3 •• • JxIO ••• I .773 29 - 2/LRE SETTING BLOCK EPDM WROMErER 7515 SHOD A LcZz�Ej • • • • MMM-----,.344 30 - 1/WEEP OPER CELL FOAM PAD - 3/a•x 15/16'x 2-5/16•LONG S Z • 2. : •a MEETING RAIL 12y0 8-U. g .. ... Q2 F Slle: • 736 w S 2,85 O 1.314 2S0 73 ADD-ON SILL RISER 1.422 7.2ot .S4O .512 082 0 .082 ,.375 4 Q SILL TRACK © FIXED MTG.RAIL .600 1.787 .730 1 m .002 .082 a_ 2.750 2812 2812 2.750 ¢ngr.JAcr AFWAD-2�688 d�pppp p I .Ol32 FLA N. FYorM BW eampMcea,fB�V .874 drawing no. ,.687 1.688 2.6,133 / W7 4-l5. ® MW. FRAME JAMB ® F=0 FRAME JAMS ® FLUSH FRAME ADAPTER ✓ sh- $Of 8 Z a L too: ••• • • f• • • • • • • • • FRAM TOP CORN�,k •• 1000 •f•• •• •• q2 90:90 •••• •••Ln TOPMOTTOM CORNERS • • • •••••• -R -6 •• ••• •• • • •••f SRSf} 004••• g ••f••• //A O a Aftuww FRAME BOTTOM C PIA.PE¢ ,Q�S�Bf6t CA.N. U •� n er ?-n= xi� .MTG. RAIL CORNER �-'' �� W�'4'"'15 shiit 8 of 6 iS - 3o �s '4 CERTIFICATE OF LIABILITY INSURANCE DATE 6�'6"rn 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: M the certificate holder is an ADDITIONAL INSURED,the policypes)must be endorsed. If SUBROGATION IS WANED,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 CONTACT BETTY GRANADOS Express Insurance Services PH NE . (305)388-5650 FAx No): (305)388-4640 13754 S.W.84th St. LADDRESS: expinsur@bellsouth.net Miami,FL 33183 INSURER AFFORDING COVERAGE NAIL# Phone (305)388-5650 Fax (305)388-4640 INSURER A: GRANADA INSURANCE CO. INSURED INSURER 8: PROTECTIVE GLASS SOLUTIONS,INC. INSURER C 1689 West 40 Street INSURER D: Hialeah,FI 33012 INSURER E: 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 CONTRACT OR 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. ITYPE OF INSURANCE INSR Ana ADD BR POLICY NUMBER POLI L.N pY EFF MUCY EXP LIMITS TR GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 © COMMERCIAL GENERAL LIABILITY PDR AGE EaE�en $ 1009000.00 A ❑ ❑ CLAIMS-MADE © OCCUR N 0185FL00069068 04/02/2016 04/02/2017 MED EXP(Any one person $ 5,000.00 ❑ PERSONAL&ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 1,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000.00 © POLICY ❑ PR ❑ LOC $ AUTOMOBILE LIABIUIY ..t aD r SINGLE LIMIT acc ❑ ANY AUTO BODILY INJURY(Per person) $ ❑ SS OWNED ❑ DOES ULED BODILY INJURY(Per accident) $ F-1 HIRED AUTOS E] AUTOS P�L r Ide DAnt) MAGE $ ❑ ❑ $ ❑ UMBRELLA UAB ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION $ WORKERS COMPENSATION ❑WC SORYTA ©OTH- AND EMPLOYERS'LIABILITY Y/N ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBEREXCLUDED? N/A Mandatory In NH) F—n] 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,Addldonsl Remarks Schedule,H more apace is required) W INDOW/DOORS INSTALLATIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE BUILDING DEPARTMENT THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2ND ST ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHOR FL 33138 AUTHORIZED REPRESENTATIVE PATRICIA DUQUE ©1988-2010 ACORD CORPORATION. All tights reserved. ACORD 25(2010/05)OF The ACORD name and logo are registered marks of ACORD K