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WS-18-1924 PermitNO. WS-7-19-1924 Miami Shores Village Permit Type:Windows/Shutters 10050 N.E.2nd Avenue NE Perllil'tv-rk Classification:Window/Door Replacem Miami Shores,FL 33138-0000 Permit Status::APPROV80 Phone: (305)795-2204 FLORIDA issue tate:7/261201$ Expiration: 01/22/2019 Project Address Parcel Number Applicant 1287 NE 105 Street Number: 1287 1122320880020 VANESSA VAN CLEAF Miami Shores, FL 33138-0000 Block: Lot: Owner Information Address Phone Cell VANESSA VAN CLEAF 1287 NE 105 Street (850)559-2293 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 2,600.00 ROSE REMODELING AND CONSTRUC (305)733-2485 _..... Total Sq Feet: p Type of Work:REPLACE 3 WINDOWS WITH ECO IMPACT W Available Inspections: No of Openings:3 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# WS-7-18-68256 DBPR Fee $2.00 DCA Fee $2.00 07/26/2018 Credit Card $97.80 $50.00 Education Surcharge $0.60 07/17/2018 Credit Card $50.00 $0.00 Permit Fee $130.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $147.80 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 SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction anMning. Futhermore, I authorize tqe above-named contractor to do the work stated. - e 1t4 Ut_ July 26, 2018 Auth i ature:owner / Applicant / Contractor / Agent Date Building Department Copy July 26, 2018 1 Miami Shores Village RECEIVED Building Department� JUL 17 201 J� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 '��J► Tel:(305)795-2204 Fax:(305)756-8972 U INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 I�lc, BUILDING Master Permit No.� S 'I `tel PERMIT APPLICATION Sub Permit No. FE-IBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1287 NE 105TH ST TH12 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2232-088-0020 Is the Building Historically Designated:Yes NO X Occupancy Type: RES Load: Construction Type: RES Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):VANESSA VAN CLEAF Phone#:850-559-2293 Address:1287 NE 105TH ST TH12 City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: VANESSAVANCLEAF@GMAIL.COM CONTRACTOR:Company Name: ROSE REMODELING AND CONSTRUCTION phone#: 305-733-2485 Address: 8851 FROUDE AVE City: SURFSIDE State: FL Zip: 33154 Qualifier Name: JEFFREY R ROSE Phone#: 305-733-2485 State Certification or Registration#: CGC1523526 Certificate of Competency#: DESIGNER:Architect/Engineer: RAMMS ENGINEERING INC Phone#: 305-822-3141 Address:2100 W 76 STREET #311 City: HIALEAH State: FL Zip: 33016 Value of Work for this Permit:$g600 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition Description of Work: REPLACE WINDOWS WITH ECO IMPACT WINDOWS SAME LOCATION Specify color of color thru tile: Submittal Fee$ 00 Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ a DBPR$ C,l� Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ' FQ (Revised 02/24/2014) 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 r Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �� �//Ers'i�J• Signature ��- OWNERorAGENT UU C NTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ayo Mom 20 16 , by 'L day of --P / ,20 /0 , by d1'f f y� %W5&C, �anC��•F ,who is personally known to �{��� f-'o��� ,who is personally known to me or who has produced as me or who has produced L D L as identification and who did take an oath. identification and who did take an oath. SE D NOTARY PU IC: NOTARY PUBLIC: �� •••�••••••• �� My Comm.Expires January28,2021 Sign: Sign: % N Print: ` Print: Qom. Seal . ,�'OIf1�INdMI I w8�021721 Seal: iii F OF F�-� IN GWO.an*"`I,ec:.t l;2020 IpgoaM Noun AM. Z r1 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) VILLAGEDEL MAR CONDOMINIUM ASSOCIATION May 15, 2018 RE: 1287 NE 105 ST—Impact Window Request Please be advised that the Board of Directors for Village Del Mar Condominium Association has approved the Architectural change/modification alteration as per your request. Approval: Impact Window Installation Your approval is subject to the following: Please do not begin construction, alteration, etc. until you have obtained the appropriate and necessary permits (if necessary). Please send us copies of these permits for the Association's records. Thank you for your cooperation in complying with the governing documents of your Community. Thank you for your attention to this matter. Respectfully, AFFINITY MANAGEMENT SERVICES, LLC For the Board of Directors � � U1 1� AM 1200 NE 105 ST Miami Shores,F133138 Vanessa Van Cleaf From: Support Department<Support@managedbyaffinity.com> Date:Tue, May 15, 2018, 12:08 PM Subject:Village del Mar 1287105/ACC Modification Approval To:Vanessa Van Cleaf<vanessavancleaf@gmail.com> Good afternoon, Please see attached approval for installation of impact windows. Please feel free to contact us with any questions or concerns. Have a great day. Best Regards, Prycila Stamers Affinity Management Services Please submit your request by Email Only PS@ManagedBvAffinitv.com 1430 NW 15 Ave,Miami,FL 33125 0:305-325-4243•F:305-325-4053 www.ManagedBvAffinity.com 1 RO REMODELING AND CONSTRUCTION DATE INO. 29-Mar-181 1305 GC License#1523526 8851 Froude Avenue Surfside, FL 33154 Phone:305-733-2485 Fax:305-947-3727 E-mail:jeff@gcrose.com Web:www.gcrose.com Project Contact Name: Vanessa Van Cleaf Address 1287 NE 105th St,Miami Shores, FL 33138 Phone: 850-559-2283 Email: yA,ntSSA'~C.I a� mai ��'►�� PROJECT NAME: 1287 NE 105th St.Windows and Drywall PROJECT ADDRESS: 1287 NE 105th St,Miami Shores, FL 33138 CITY DESCRIPTION AMOUNT; Removal and Disposal of Windows Materials and Installation for new Eco Glass Imapct Windows Materials and Installation for screens Materials and Installation for Floor Protection Replaster and Paint around windows after installation 2 Single Hung 36 X 55 $1,850 1 Single Hung 24 X 36 $750 Drywall Repair for kitchen and garage,skim coat and paint $1,800 *Permit fees not included Estimated Cost $500 *Architect plans not included Estimated Cost$400 Total $4,400 aKm nt 50%•t Cao}tract,40%at nstallation 0%at final DateDate J b Owner _VonRctor Property Search Application- Miami-Dade County Page 1 of 2 OF THE PROPERTY APPRAISER Summary Report Generated On : 7/17/2018 Property Information ; fir, Folio: 11-2232-088-0020 Property Address: 1287 NE 105 ST UNIT: TH 12 s" Miami Shores,FL 33138-2105 n } Owner VANESSA ALISON VAN CLEAF r � ` 1287 NE 105 ST TH 12 Mailing Address ' MIAMI SHORES,FL 33138 USA PA Primary Zone 5000 HOTELS&MOTELS- -F .....__ GENERAL 0407 RESIDENTIAL-TOTAL r � Primary Land Use VALUE:CONDOMINIUM- RESIDENTIAL " Beds/Baths/Half 3/2/1 Floors 0 � W ,. Living Units 1 Actual Area Sq.Ft Living Area 1,438 Sq.Ft Taxable Value Information Adjusted Area 1,438 Sq.Ft 20181 2017 2016 Lot Size 0 Sq.Ft County Year Built 2004 Exemption Value $50,000 $50,000 $50,000 Taxable Value $249,586 $55,969 $53,790 Assessment Information School Board Year 2018 20171 2016 Exemption Value $25,000' $25,000 $25,000 Land Value $0 $0 $0 Taxable Value $274,586 $80,969 $78,790 Building Value $0 $0 $0 City XF Value $0 $0 $0 Exemption Value $50,000 $50,000; $50,000 Market Value $299,586 $260,510 $230,540 Taxable Value $249,586; $55,969' $53,790 �_....__..___e.___.._..._...._ Assessed Value $299,586 $105,969! $103,790 Regional Exemption Value $50,000 $50,000 $50,000 Benefits Information - Taxable Value $249,586 $55,969 $53,790 Benefit Type 2018 2017' 2016 Save Our Homes Assessment Sales Information Cap Reduction $154,541 $126,750 Previous Sale Price OR Book-Page Qualification Description Homestead Exemption $25,000 $25,000 $25,000 06/02/2017 $352,000 30568-1536 Qual by exam of deed Second Exemption $25,000 $25,000 $25,000 12/01/2004 $70,500 22952-2702 Sales which are qualified Homestead 10/01/2004 $311,900 22721-1440 Sales which are qualified Note: Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City, Regional). Short Legal Description VILLAGE DEL MAR TOWNHOMES B CONDO UNIT TH 12 UNDIV 1/10 INT IN COMMON ELEMENTS OFF REC 22495-1738 The Offiry of tha Prnnarty Annraisar is rnntinually atlitinn anti iinrlatinn tha my roll This wahsita may not raflarrt tha mnst currant infnrmatinn nn rarnrra Tha Prnnartv Annraisar https://www.miamidade.gov/propertysearch/ 7/17/2018 R'OSE REMODELING AND CONSTRUCTION 8851 Froude Ave. Surfside, FL 33154 (305) 733-2485 E-mail:jeff@gcrose.com 7/12/18 7/12/18 State of Florida County of Miami-Dade Before me this day personally appeared Jeffrey R. Rose, who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: 1287 NE 105th ST TH12, Miami Shores, FL �'a /2 f2o�� Cot ignature Sworn to(or affirmed) and subscribed before me this ( a . day of J� 2018, by 0Se- Personally Known SEPAA; Or Produced Identification Ye S P o o ARV Type of Identification Produced Fl D L . MyCo "29 Zp21 S No.GG OQ� < CGCand �,,qTE �F Fv`�� Print, Type of Stamp Name of Notary OR s � ► Miami Shores Village lose Building Department 10050 N.E.2nd Avenue ORNp' 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 was acknowledge before me this VL day of By Ci "kk-n C-ICOC who is personally known to me or has produced as identification. $k �.' Jannelle D.Delgado Nota r ;? r= Commission#GG119797 "= Expires:June 28,2021 SEAL. •,. �` e FR,,,,, Bonded thru Aaron Notary 5 Miami Shores Village ;e Building Department smell Pj1 11118M 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ykrO�� Tel: (305)795.2204 x0R10 Fax: (305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows,doors, sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type, edge distance,embedment and spacing.The purpose for 'this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: ae�,� V-1)-16 ua iffier/Owner Signature Date Print Name K' RICK SCOTT,GOVERNOR JONATHAN ZACHEM,SECRETARY dbprv STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY Ll ENSING BOARD THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES ROSE, JEFFREY RYAN ROSE REMODELING AND CONSTRUCTION, LLC 8851 FROUDE AVENUE SURFSIDE FL 33154 LICENSE NUMBER: CG-CA-523526 EXPIRATION DATE. AUGUST 31, 2020 F Always verify licenses online at My Florida License.com ryi ��` �•��' "•' Do not alter this document in any form. rf•� •_ "�..,. This is your license. It is unlawful for anyone other than the licensee to use this document. 010650. < I0 61u��res � �t Regi t p Miafnl ;Dad i.,_ - y: State of.FlO�Ida THIS ISNOT A'f31C1 Dt)"NbT PAY: 1192215': BUSINESS NAME/LOCATION RECEIPT.fVd EXPIt�ES INTERIOR RENOVATIONS&REMODELING RENEWAL SEPTE MBERO 2O1 S 8851.FR6UDE:AVE 7474036 Must be displayed of place of business-. .SURFSIDE FL 33154 Pursuantfo.CountyCode Chop Or SA—Art,9&.10 OWNER; SEC TYPE OF BUSINESS PAYMENT RECEIVED ROSE:REMOD1LfNG&CONSTRUCTION LLI GENERAL BUILDING CONTfACTOR gy rax coLLEcroti C/07EFFREYR'1it6SEMGR:; a i':. -vGGG1-523526"' CRE DITCARD--17-045.942 Thig Local Business Tax Receipt only cohfirms paymeht of the local Busmess Tax The Rgceipf is not a license, permitocdcertificaltonofthe hoid8rs uaiificationdto.do:business FloIdOmustdompijiWith'anypovrimmemel "ot nongeviffnmental regulatory lawriy�rd'quirements wh�cb apply to the bUlinasa. "'" The'RECEIPTNO.above must brAlioiayed on 611 Commercial vehicles .`MiemiWe Code,Sec Ba-276.' For more information,visit www.miomidado aovhaxaMector " 11% CERTIFICATE OF LIABILITY INSURANCE °"� /22/°`18 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),AUTHORRED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: N the certificate holder is an ADDITIONAL INSURED,the policy(ies)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 CONTACT NAIVE: Accredited Insurance PHOS (954)964-5444 aC N,: (954)964-0772 6099 Hollywood Blvd E-MAILADDRESSa patricia@accreditedins.com Hollywood,FL 33024 INSURERS AFFORDING COVERAGE NAIL# Phone (954)964-5444 Fax (954)964-0772 INSURERA: MAXUM INDEMNITY INSURED INSURER B: Rose Remodeling&Construction INSURER C: 8851 Froud Avenue INSURER D: INSURER E: Surfside,FL 33154 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. INSR ADDLSUBR POLICY EFF POLICY EXP LTR TWE OF INSURANCE POLICY NUMBER JMM1DDIYYYY1 (MMIDDIYYYY) UMITS © COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 DAMAGE TO❑ CLAIMS-MADE 0 OCCUR PREM SES(E. aEoccu ante $ 100,000.00 ❑ MED EXP(Any one person $ 1,000.00 A ❑ Y N BDG0088282-04 06/30/2018 06/30/2019 PERSONAL&ADV INJURY $ 1,000,000.00 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000.00 ❑ POLICY ❑ PRO ❑ LOC PRODUCTS-COMP/OP AGG $ 1,000,000.00 JECT ❑ OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ❑ ANY AUTO BODILY INJURY(Per person) $ ❑ ALL AUTOS OWNED ❑ SCHEDULED BODILY INJURY(Per accident) $ AUTOS ❑ HIRED AUTOS, ❑ NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident ❑ UMBRELLA UAB ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATION ❑ PTR ATUTE ❑ERR- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE❑ E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? NIA (Mandallory 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 Remalm Schedule,if more space is required) Rose Remodeling&Construction License#CGC1523526 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE' MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 100500 NE 2ND AVE AUTHORIZED REPRESENTATIVE MIAMI SHORES VILLAGE,FL 33138 @ 1968.21N4 ACORD CORPORATION. All rights reserved. ACORD 25(2014101)QF The ACORD name and logo are registered marks of ACORD THE a WE JIMMY PATRONIS CHIEF FINANICAL 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: 9/23/2017 EXPIRATION DATE: 9/23/2019 PERSON: ROSE JEFFREY R FEIN: 474324122 BUSINESS NAME AND ADDRESS: ROSE REMODELING AND CONSTRUCTION, LLC 8851 FROUDE AVENUE SURFSIDE FL 33154 SCOPE OF BUSINESS OR TRADE: Licensed General Contractor IMPORTANT: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(l 3).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 certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 • ... ... 1 aot AW FD M1AMi•DfADE •• •• • • • • • • • • • • MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGtLAtORY ANb*E4fONOMrAES8UR 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCE,PTANCE.EN A)••• www.miamidadLgov/economy Eco Window Systems,LLMC;•; ;•• ;• •• '8502 NW 80 Street ' .. . . . . . ... .. Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. __ DESCRIPTION: Series"Eco-Guard 100"Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W09-08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., 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 NPACT RATING: Large and Small Missile Impa_ct Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0406.12 and consists of this page 1 and evidence pages E-1 and&2,as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. , I RADE COUPFTY } NOA No. 17-1011.23 MIAM i 1 � j l Expiration Date: April 08,2019 Aproval Date: December 21,2017 Page 1. . .. .. . . . .. .. . . . ... . . . . ... Eco Window Systems,LLC. 000 . .•.• .• ... . . . . .. . . NdTIC49 Of AtCjjTANLE;0: EVIDENCE SUBMITTED . . •oo • 000 • 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS : : .'. Vo :00 . .j . . 1. ManufactuterF ie;dj.a.vyin. .g�0 and s.ections. (Submittal uhAr l0'Off No.'09-4224.07 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 02/12/09,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-I/2" wide x 76" high.ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 106-1/2" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 4. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53-1/4"wide x 76" high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No. HETI-08-2168, dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) Sifang Zhao,P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 08,2019 Approval Date: December 21,2017 E-1 .. .. .. .. . . of* . . . . 000 Eco Window Systems.LLC. ... ••• • • NC61CB 6F ACj}PTANtEy•*- EVIDENCE SUBMITTED . . ... . ... . B. TESTS(CONTINUED) 5. Test repoAa on: Missile hmpact Test per FBC, TAS 201-94 •• ;•�),Cpc ip' d Pftsure Loading per FBC,TAS 203-94 along with lns Alab ndiagr as o€a 53-1/4"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 5" 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-51 Edition(2014),and of no financial interest, dated March 17,2015, issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. FTL-7635, issued by Fenestration Testing Laboratory, Inc.,dated 12/09/14, signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 14-0317.02) 3. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon, P.E.,Product Control Section Supervisor. (Submitted under previous NOA No. 14-0317.02) 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. 09-0224.0 7) G. OTHERS 1. Notice of Acceptance No. 14-0317.02, issued to Eco Window Systems,LLC for their Series"Eco-Guard 100"Aluminum Single Hung Window-L.M.I.,approved on 04/10/14 and expiring on 04/08/19. S;iGn!9 Z�aac Sifang Zhao,P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 08,2019 Approval Date: December 21,2017 E-2 . . ... . . . . ... Eco Window Systems.LLC. . ...OP . ... . . NOlTjCk ACCEPTANCE •. EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS .-- • •• ••• •• 1. Drawing X9.WV%03,idtltd:Eco-rivard Series-100 Alum. S.H. Wdw. (L.M.1.)", sheets 1 througlv6 V6,:datelA242709,with revision F dated 09/26/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,RE B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol®UItraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), with FBC 61h Edition (2017), and of no fmancial interest, dated September 15,2017,prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.12,issued to Eco Window Systems, LLC for their Series "Eco-Guard 100"Aluminum Single Hung Window-L.M.I., approved on 07/02/15 and expiring on 04/08/19. An 2/wo Sifang Zhao,P.E. Product Control Examiner NOA No.17-1011.23 Expiration Date: April 08,2019 Approval Date: December 21,2017 E-3 L) 53 1/8' 53 1/8' mo WINDOW WIDTH WINDOW WIDTH 0 47 3/8' 47 3/8' Z q 3 _D.y,(FIX..UTE) D.L.O. (FIX. LITE) 8' MAX. 12' MAX. rn 6' MAX. 12' MAX. N LL N g HEAD, A HEAD 5 1* m w HEAD A HEAD m w Q 1 H v COfRNERS 3 CORNERS 3 yN1 r , II v�pi epi J I� it OR m s 'J it A, u D it ii li QacF p SWEEP LATCHES II II II N N p AT O D I ___-X II FROM ENDS' 1�P o ( 4 ii B ii ii S2 p II it ii �0 QwIn f io N-+ io p II II II iv� z I ^z I B J � �E J 3 JI II o "� h ii 1. uo li II (xn W M > • •• ••••• • • • I 3 LM N ••••••• • •••• FALSE MUNTINS Y NO ANCHORS AT SILL FALSE MUNTINS NO ANCHORS AT SILL a m N • • • • • (SURFACE APPLIED) /II (SURFACE APPLIED) to Z 1�. ECO-GUARD SAMCC•'K00 • • OPTIONAL � 47 3/8' li OPTIONAL 47 3/6' 3 Z N ALUMINUM SINGLE HUNG j5Nfl05V, D.L.O. (VENT) D.LO. (VENT) DESIGII LOAD RATINGS OR THESE WINDO T EAS PER SPRING LOADED LATCHES o U i(y W J �$ Q� 50 3/16' AT 7 50 3/16' I 00 • F. VENT WIDTH OPTIONAL FROM ENDS VENT WIDTH O W a)m CHARTS SI�ID�N ON StiE ��� • �i-•� ••a-•�� SWEEP LATCHES w 'EQUAL LITES_ APPROVAL•APPLIES TO SINGLE UNITS OR,N� j3Y SIDE �_ ` TMP• UNEQUAL LITESORIEL TYPE w COMAMSe OF S.F{i ,,Hod SINGLE•HUNG WITH OTHER �J S WINDOW TYPHC IN MODOLES OA TWO OR 14ERE•WINDOWS USING TYPICAL ELEVATIONS MIA A��d &COUNTY APPJOVD MULLION J(•!•QEjWEEN. TESTED UNITS LOW R DESIGN PRESSURE FROM WINDOWS ®R MULLION APPROVAL 8 WILLOAPP"Ib ENTIRC%STEM. •••••• °g o p o • • • THIS PRODUCT HAS BEEN DESIGNED AND ItM Td COMPLY WITH THE m q•• a REQU62EfflET4?3*OF THE;61%•(9T0 EDITION) 017 (97H EDITION) FLORIDA w U p g BUILDING CODE INCWDINQ WIGIi VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 213Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS vi + TO THE BUILDING STRUCTURE. o ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS •T AND INSTALLED PER MANUF•S INSTRUCTIONS, SPECIFIED EMBEDMENT TO BASE d c° w MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. `1T1111111//��� O A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. � A�',pZ� ���� 0 0 ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. �� 'P''• ASF-'•:v'��� i MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT SHUTTERS ARE NOT REQUIRED. PRODUCT P.bV!�FD H c COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS complyirI,w;ih Lhc FIOnda LS SHALL MEET THE Bufldn270$92 Curia - $ REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. Accepc.:ce THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION SxpmmnDlc�nWSJUI'l o FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR B• ®`.• T TEOF r A drawing no. WATER INFILTRATION RESISTANCE ETC. MIz�uDadePfoduc>ConuvA i�4WCON •.!20RIpP.•' \��� W09_O$ ANDOTO BE REVIEW DW BY BUILDING OFFICIAL.E TO BE ANALYZED SEPARATELY, W09-08 AND AL1���\` sheet T of 6 EQUAL LITES WINDOWS WIDTH UNEQUAL LITES WINDOWS WIDTH liftu w DHSIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF o GLASS TYPES GLASS TYPE GLASS TYPES FLANGE DIMS. 'A', 'B' & 'C' FLANGE DIMS. 'A' 'B' & 'C' Z q p�� t WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) O F y p Z 19-1/8' 75.0 90.0 j 19-1/8" 75.0 90.0 75.0 90.0 f Lu -a 24" 75.0 90.0 '�- / S 24' 75.0 90.0 75.0 90.0 26-1/2' 75.0 90.0 / 26-1/2" 75.0 90.0 75.0 90.0 m O N`Lo v 32' 26" 75.0 90.0 32" 50-5/8' 75.0 90.0 75.0 90.0 Q /' Nwu 75.0 90.0 37" (5) 75.0 90.0 75.0 90.0 Of v 40' 75.0 90.0 = 40" 75.0 90.0 75.0 90.0 0_ v G L . 48' 75.0 90.0 48" 75.0 90.0 75.0 90.0 w a 0 C Q 53-1/8' 75.0 90.0 53-1/8' 75.0 90.0 75.0 90.0 = C L.C< ae�p 19-1/8' 75.0 90.0 19-i/8" 75.0 90.0 75.0 90.0 Z m 0.y5 ril y y 24• 75.0 90.0_ , 24' 75.0 90.0 75.0 90.0 LL i ri W 7 (C 75.0 90.0 26-1/2' 75.0 90.0 75.0 90.0 O r' �x {L Z 1 32 38-3/8, 75.0- 90.0 32" 63• 75.0 90.0 75.0 90.0 Z C7 M 37• (4) 75.0 90.0 37• (6) 75.0 90.0 75.0 90.0 Q b 01 g 40" 75.0 90.0 40' 75.0 90.0 75.0 90.0 O 48" 75.0 96.0 EQUAL LITES 48• - - 75.0 90.0 s UNEQUAL LITES (ORIEL TYPE) = g 53-1/8" 75.0 90.0 53-1/8" - - 75.0 90.0 3i J n D J 19-1/8' 75.0 90.0 19-1/8" 75.0 90.0 75.0 90.0 24' 75.0 90.0 24' 75.0 90.0 75.0 90.0 T 3 Vl 26-1/2' 75.0 90.0 and 26-1/2" 75.0 90.0 75.0 90.0 w = 32' 50-5/8' 75.0 90.0 < 32' 76• 75.0 90.0 75.0 90.0 ¢ (' W 37' (5) 75.0 90.0 tr 37' (7) - - 75.0 90.0 a I}n 40' 75.0 90.0 a. 40' - - 75.0 90.0 (n Lo 46' 75E •90.0 K 48" - - 75.0 90.0 z g 53-V8" • 75i •90.0 =• •• 53-1/8" - - 75.0 90.0 . v� 0 6", N o ••: 75.0 V.0 i•• w O co- 1 24• 76.e• •90.0 a TO QUALIFY FOR SMALL MISSILE IMPACT RATING N Z 3 m 26-1jtso*--q 75. 90.0 �� • EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 3 z c 32�• �63'J 75.0!. 90.0 Z•••••• co 0 o Q �37i-• ••(G) 76.0 J'' 90.0 w •• •• o U u1 w J ��• ••• '0 '0 a•••••• 1/8" HEAT STREN'D. GLASS w W oo M 486 • 75.0 90.0 Q 5/16"AIR SPACE ••• z •••• 53-1/✓� 7j7.4• •9Q.0 tA• • 11/ TREN'D. GLASS`S 3/16" HEAT STREN'D. GLASS 1/8" HEAT STREN'0. GLASS 19-19w • 75.5 910.0 ut •••• j i •• ••• w 090' Interlayer 090" Interlayer 090• Intenoyer 24� • 75.0• 90.0 x•••••• F • Trosifol PVB Trosifol PVB Trosifol PVB a < C 26-142 7 . 90.0 Z B 'kurara America, Inc. 'kuraro America, Inc.' By 'kuroray America, Inc.' I I S E ••• Iv•••••• Y Y, BY Y I I x 32' • 76" 7e.O• 90.0 ¢ "�"`� _ I !I g o rc o 0.• •• i/8" HEAT STREN-D. GLASS 3/16• HEAT STREN•D. GLASS 1/8" HEAT STREN'D. GLASS P I c a 6 37" • (7) 7 .0 90.0 Z• • • y,_ N 40••4 ••• 7 ,S• •0 • o: • v� Src3 O 48• 75.1• 75SILICONE SILICONE SILICONE 53-1/8' Z in Z m DOW 899 z m DOW 899 27 .0 60.0 0.0 9 +Z � Ng in in = ��jj 13 iri rn io 7 1g io 1g II !I is 1g °'^ - L SERING BLOCKS AT Z o o m m m j j� m j LAM. GLASS AND INSUL. LAM. GLASS j! I NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS jl 0 \\00000000/7 O AN 13 AT 1/4 POINTS ON LIl'ES 13 AT 1/4 POINTS ON LITES 13 AT 1/4 POINTS PRC}DUc ti!3V;5ED _ N .7 2 c \ WIDER THAN 36'ONLY WIDER THAN 36" ONLY 24 ALL SIZES ss.:nanatii;g with.he finrida -• GLAS TYPE S 'A' GLASS TYPE 'B' GLASS TYPE 'C' Bufl�. Lj. _ _ - a Accep:ax .o Oli.l3 NOTE: r"����y'' £xT,i;,;tiesli�te�yl¢B�Z01a .�•'., :.Id/� GLASS CAPACITIES ON THIS SHEET ARE GLAZING OPTIONS 'O ing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) MiamSAND FLORBUILDING COMMISSON DxetrrdactCeaaM i/ �'•.,,ORIDP.•'�i�� W09_O$ DECLARATOIRY STATEMENT D A05I DEC-219 ///�Si®®N��\\� �`` sheet 2of 6 1�, TYPICAL ANCHORS (, O WOOD BUCK SEE ELEV. FOR SPACING TYPICAL ANCHORS XDISIT � wSEE EIEV. FOR SPACING EDGE'DIST. MWAI-DADS COUNN APPROVEDMETAL ULLION h MUWON ANCHORS o STRUCTURE '�EDGE DIST. SEE SEPARATE NOA 'f"EDGE DISTd I If TYPICAL ANCHORS TYPICAL ANCHORS a 0-c O SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING N y 2 til I I aWy 6 20 aaf WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM w AND TRANSFER THEM TO THE BUILDING STRUCTURE. V m I i __ i' TYPICAL'ANCHORS:SEe ELFV.FOR sraciNG- OPTIONAL TO 12 130TTOM LATCH 11/4" DIA ULTRACON BY 'ELCO' (Fu-1177 KSI. Fy=155 KSI) _ n ENTO 28Y WOOD BUCKS OR WOOD STRUCTURES vi -1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS). w5E • • 14 RU 1BY BUCKS INTO CONC. OR BLOCKS N w 5 -1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) —� g 3 LM m _ •w: 4 • •• a �1-1/4" MIN. EMBED INTO BLOCKS (JAWA MBS) 0 6M N • g • •••• OIRECTLY_MIINTO CONCRETE.OR.BLOCKS— "� Z • •fd• • • i 18 z1 1-1/2" N. EMBED INTO CONCRETE (HEAD/JAMBS) o 3 • • I • • 1-1/4" MIN. EMBED INTO BLOCKS BLOCKS (JAMBS) O C-4-J • ••• •• ii #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 00 W m 0 • ••• 0 •• • I. INTO MIAMI-DADE COUNTY APPROVED MULLIONS O •• ••• R o •••• INTO METAL STRUCTURES (HEAD/JAMBS) o • • i • • • = (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE S • •• • • : i t 1 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) o g • U: ••• :•• w • j �li (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 5 a Fo • • • • • i. i TYPICAL EDGE DISTANCE ••4 ••• ms •••• • 6 INTO CONCRETE AND MASONRY = 2-1/2" MIN. ••• I 11A INTO WOOD STRUCTURE = 1" MIN. j INTO METAL STRUCTURE = 3/4" MIN. Y •" O 1s i 1s WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.C C CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 0 9 m g g .q 14A HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS fm - 2000 PSI MIN. 0 oFil 2 \ i.'•�GEN�..''.• ''� N_ � O d ggH i de z N 78592 ' e SEALANT: E.prawiT)aiepoAitniQ /d/� ' ATE OF Iy� drawing no. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. i4y In LQ — �G ` ITEM / PART # REQD. DESCRUMON MATERIAL MANF./SUPPIIER/REMAKES �v U 1 FY101 1 FRAME HEAD 6063-T6 - o 2 FYI 15 1 FRAME SILL 6063-T6 - mo ^`m 3 FY103 2 FRAME JAMB 6063-T6 - O h J 4 FY1G4 1 FIXED MTG. RAIL 6063-T6 - °1 5 FY105 1 VENT TOP RAIL 6063-T6Q f x N A 6 FY114 1 VENT BOTTOM RAIL 6063-T6 - 0 N`.a U 7 FY107 2 VENT SIDE RAIL 6D63-T6 - Q N 8 FY108 AS ROD. GLAZING BEAD (5/16' LAM. GLASS) 6D63-T6 -AS BA FY109 AS ROD. GLAZING BEAD (7/16' LAM. GLS) 6063-T6 - �NtI MIAMI-DARE COUNTY BB FY110 AS ROD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - a Q APPROVED MULLION 9 FY116 2/VENT SASH STOP 6063-T5 - 0 0.G SEE SEPARATE 140A TYPICAL ANCHORS 0 4 b SEE ELEV. FOR SPACING 11 FYI 13 2/VENT SPRING LOADED LATCH,AT 7' FROM ENDS 6063-T6 - y 11A - 1/LATCH LATCH SPRING ST.STEEL - Q ? 12 SL203P 2/VENT SWEEP LATCH,AT 12-1/2"FROM ENDS ZAMAK SULLIVAN &ASSOC. =N- M L12Aie X 5/82/LATCH LATCH INST. SCREWS ST.STEEL FH SMS Z- AS REOD. SETTING BLOCK EPDM DUROMETER 80+5 SHORE A#8 X 1' AS READ. FRAME&VENT ASSEMBLY SCREWS CRS PH SMS-_ _ - - /8 X 3/8' 2/VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMSJ E207 AS READ. BOTTOM RAIL SEAL- SERIES 101 NEOPRENE ULTRAFAB J---._. E203 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRAFAB 3-- 18 18 W23181 AS READ. FIN SEAL W'STRIPPING - ULTRAFAB = n - _-- 19 FY117 4/VENT SASH GUIDE CELCON M&M PLASTICS vi H v 19A /6 X 3/8' 1/GUIDE SASH GUIDE INST. SCREW CRS OH SMS TYPE B w 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY BSI ¢ ticO •. •• WINDOW WIDTH WINDOW WIDTH g to,p • • • 20A f8 X 5/8' 1/BALANCE BALANCE INST. SCREW - P FH SMS 3 t M m • • • •• • •• •••••• • • • 21 - AS REDO. CLASS SPACER SILICONE FRANK LOWE OO 00 M • • ••••• • • 22 - 1 5/16'BOX SCREEN - OPTIONAL N Z - •••••• • • • • _ v 3 • • • 23 FY120 FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 3 Z> 4w-ANCHORS • •••••• 24 - - INSUL GLASS EDGE SPACER ST.STEEL CARDINAL XL O •• N W n E ELEV. FOR SPACING ••• •• •• •• o V 0w ••••• [} • �••�•• co • � LL, Id 1/4'MAX. •1•/�'�AAX. •••• • •••• VENT WIDTHSHIMS Q • SHRA 1/4' 1BY MAX o • • •••• METAL SHIM $ • •••• WOOD BUCKS � STRUCTURE 18 7 Ymo3 • ._. ..:=..-••._.•-.•.-_..- .. -- - 20 2 1 TYPICAL ZiANCHORS O5C2, iCqLn av•a IR SEESEE ELEV. TYPICAL ANCHORS a 1 2- ._._._.___._ ._._._._._._._._.__._. ._._._. FOR SPACING SEE ELEV. r FOR SPACING -------- - �C.O ONa0C _-:--_--_-_-. --. - SCREEN OPTIONAL---- 1/4' .MASONRY mae1°aOFatmo-•' oU¢�an`N nOnqqFY' o w ° w `111111111Ir F�' 14 EXTERIOR ``` �PIP.�¢/�y• : ':• 8�c 3 '•, i r o ° r o PTt6DI.ICT'RF,VISED D.L OPG. w compiying with the Florida Building Codc Acceptance 2Jo 17-IOILZ2I �` O WINDOW WIDTH Expitatioa ihte� � � �` Bynq Z I� Q STATE OF S(/� drawing no. Miami Dade�roduhc roi ii� •.!20RIDp.:•�a�� W09-08 TYPICAL ANCHORS O EDGE DIST. SEE ELEV. FOR SPACING 0 TYPICAL ANCHORS METAL MIAMI-DARE COUNTY APPROVED SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS • 3 ..� EDGE DIST. STRUCTURE O SEE SEPARATE NOA h J po I r� i 7d. n� I EDGE DISI. I MW It Z Opp O IL tNV U 11 1AAl11 2 4 N 0$rn� arcrc'" 8 ALT. C a°c a c.3Ea TYPICAL ANCHORS 2 2 O N SEE ELEV. FOR SPACING Q w m zw0 O n � U 3p � vi L M NLa W 4 • •• • •0 00 • N •..•.• • o co „ . . 0 z_ . .... 0 0 ,i4•MAX. 3 • • • • SHIMS ALT. 3 Z}0 •• • •••••• O NIaQJ n •••••• •• •• •• TYPICAL ANCHORS o U �w • • • • SEE ELEV. FOR SPACING w LV com �2 ••••• • ••• •••••• �••••• Ci Um ti O • aC C. •••••• •• •••••• • • • o MASONRY 04 • • • • c> n3 •••••• •••• • • W 0 y U o 0 • • 4 d 0 a O R a O W •' c g o0 ALT. °c ``��iuuIJJJY� w INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER v ^s co;np:yir.3 teit4 tit.Florida •• b�iWlvg code p o' Aw;ptaax ivo1'1� OW-1— o` u p .. fnpi.atio�t Hate �q � •• .��� v � OF • !�� drowin9 no. mi mii?adeProdxtCbtwe, • '�����®�j�������` sheet Sof 6 �2.750r 1.z61 -LLI � w •� 082 14 1 q / 1.688 .750 Z i .078 .062 813 2.750 14 Q q 2 I FZIL I ry a 2.812 1.140 �C,q V 0 FRAME HEAD 1.202 �-2.061 Q r 2.874 2 f7 O FRAME JAMB ,® a 2.186 C .062 a 1.375 1.001 .394 130 N�. ` � r-. QW - t 3� .045 .80 1.422 .050 0L .803 Q w mI II I O O FIX. MEETING RAIL O� 1.047 ® -moi t.047 8B --1 1.047 = ry U 1.340 GLAZING BEADS !j 1.434-1 062 � N 1.250 I H .. vi 2.083 F- 067 1. 082 1.140 14 tW1 • • • • R2� &23: 2 O o M OO ••VZWT,j P RAIL•.•••. 7 •VENT S4DE RAIL `n Z 3t` 0 3z � 2.027 • •••••• /� • / N •••••• ••• •••••• 1.247 U w , co m • O • • • •• • • • o • .062 2.773 ••• s •• ••• 1.254 1- rI 7.92 • 1.75Q • ••�� o� �� • o a • • O se • • • • .963 uN • a>,w •••••• • • VENT CORNER DETAIL g O VENT BOTTOM RAW••• t t SPRING LOADED LATCH 2.974 N j I C o o g g n u QII/I''\SII o O cl pp O v O P a p 4 -o o u T.062 \\ rrr2.668FRAME CORNERSFRAME CORNERS D�AI `02 ♦ i ` P••,... �i� n a I \ r .062 PRODUCT REVISED _ o �s rorepi.yirg wiiSt the Floods � .. � .500 �� 3uil4iz�g Cote = �:C :f7_ v g .874 �� .769 Acxeptance 1Jo I 0l�.1 8 0` v Eapimtion Date��q i�®•, //t�� O .500 ATE OF 40 drawing no. F^-2.750 2.811 By Miami Daae• mt Cmtroi �i��rsOR{DL;.•��0��� W09_08 FRAME SILL 23 FLUSH FRAME ADAPTER rrrr®lfAL1�\\`\ sheet hof 6 .. .. . . % Irc Miami Shores Village/ 46 APPROVED BY DATE f. REVISIONS ' ZONING DEPT • • • • • • • BLDG DEPT 0. 3 � •• • • , •• ••• •• SUBJECT TO COMPLIANCE VVI FH ALL FEDERAL , n • • • • • •• • • �- AP {�Q� �P�I F ��3 ATIONS z 00 • • • • • • • • CONSTANT 0.002b6 G E V E PIAL NI I L_5- _____- o •• • • • • ••• 0.0 GCPI o.18 15'-20'-25'-30'-40'-50'-80' - o VELOCITY(ult)175 (asd) 136 KD 0.85 1 . CONTRACTOR TO VERIFY ALL DIMENSIONS. o w O O �� Rorida Building Code 2017.ASCE 7-10. EXPOSURE"D" MEAN ROOF HEIGHT 25' 2. ASCE 7-10 WIND CODE (I 75 MPH) EXP. "D" � BUILDING CATEGORY RISK II EXPOSURE ADJUSTMENTS 1.12 3. FLORIDA BUILDING CODE, 2017. (SIXTH EDITION) F-UOAD4. MEAN ROOF FIEIGFiT : 25' TABLE FOR WINDOWS W TOTAL SQ.FT. 36_64 5. MIN. BUILDING WIDTH: 30' POS.PRESSURE NE(i.PRESSURE G. ROOF INCL. 18 m MARK DESCRIPTION WIDTH 80H SQ.FT. P.S.F. P.S.F. ZONE APPR.6 7. APLICABLE ZONE: 4 (INTERIOR). 1 S.H. 26 38 6.86 53.19 -57.70 INT 17-1011.231 8. RISK CATEGORY II BUILDING. _g > > 2 S.H. 37 56 14.39 51.93 -56.44 INT 17-1011.23 a 0 0 9. CONSTANT: 0.00256 3 S.H. 37 56 14.39 51.93 -56.44 INT 17-1011.23 10. GCPI: 0. 18 E° SECOND FLOOR I° 1 1 . Kd : .85 LO N v (FIRST FLOOR NOT TO BE INCLUDED) u o°f SCOPE OF WORK o Z Q Q mV W J Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I. NOA: 17- 10 1 1 .23 Z Existmg to Remain U - U-)W O Otw- wU) ., p Z- FLOOR PLAN SKETCH N - m r .. .. �. ..- DATE. 07.09.2018 LOCATION N. N.TS. -M No. 2H1ro105otAd^5m.10 SHEET ��