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WS-18-2433Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pei mit Issue Da Permit NO. WS-9-18-2433 Permit Type: Windows/Shutters fork Classification: Door Replacement Permit Status: APPROVED 9/14/2018 Expiration: 03/13/2019 Parcel Number Applicant 83 NE 100 Street Miami Shores, FL 33138- 1132060131440 Block: Lot: Owner Information Address Phone MATTHEW AULTON Cell MATTHEW AULTON 83 NE 100 Street MIAMI SHORES FL 33138- (305)452-3074 83 NE 100 Street MIAMI SHORES FL 33138- Contractor(s) MR DOOR MAN INC Phone (305)262-0596 • Cell Phone Valuation: Total Sq Feet: $ 2,200.00 0 Type of Work: CHANGE FRONT DOOR TO IMPACT. No of Openings: 1 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $2.00 $2.00 $0.60 $110.00 $12.00 $2.40 $130.80 Pay Date Pay Type Invoice # WS-9-18-68864 09/13/2018 Cash 09/14/2018 Check #: 008607 Amt Paid Amt Due $ 50.00 $ 80.80 $ 80.80 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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, WINDOW; DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing infor,. -tio c , at • ''` - - all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the abov=l ,, t,tr-, j ...th L.- work 'stated. September 14, 2018 Date Authorized Signature: Owner / Applicant / Contrac / Agent Building Department Copy September 14, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-000233-2018 Permit Number: WS-9-18-2433 Scheduled Inspection Date: September 27, 2018 Inspector: Naranjo, Ismael Owner: MATTHEW AULTON Address: 83 NE 100 ST Project: MIAMI SHORES, FL 33138 Contractor: MR DOOR MAN INC ALEX ALFARAS Permit Type: Windows/Shutters inspection Type: Building Final Work Classification: Door Replacement Phone Number: 3054523074 Parcel Number: 1132060131440 Phone Number: 3062620596 Building Department Comments CHANGE FRONT DOOR TO IMPACT, Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed 'Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 26, 2018 For 1 9 ons please call: 305-762-4949 Page 1 of 42 BUILDING PERMIT APPLICATION BUILD ING ❑ ELECTRIC El PLUMBING ❑ MECHANICAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING PUBLIC WORKS JOB ADDRESS: 33 /0• C. 100 SL City: Miami Shores County: RECEAV P182e18 FBC 20 1� 2 Master Permit No. Li� (� -2-1 33 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: Folio/Parcel#: 1 ' ,3 2O D 0 )3" 1 (/'7 C) Is the Building Historically Designated: Yes Occupancy Type:` Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): Ma .1.,) At) Address: S3 V, E, It ) aree� I' A . 5+ s rlvnda 3? 3 City: Mi�%U<< '�I� State: Zip: J j Tenant/Lessee Name: Phone#: Email: NO BFE: FFE: Phone#: CONTRACTOR: Company Name: M Cdc rr"r v" . Address: l W 0 1 1- A V City: Qualifier Name: State: Atex A1ParS p 1Orl Gia State Certification or Registration #: ()VA 83 CO, 7 DESIGNER: Architect/Engineer: Address: \ City: - Value of Work for this Permit: $ Type of Work: ❑ Addition Alteration Phone#: 3 5 - 1a - OJ ib Zip: 33 I Phone#: �V� ►' (�� Certificate of Competency #: Phone#: State: Zip: Square/Linear Footage of Work: u New ❑ Repair/Replace Description of Work: OrGir1CS r(j06 -L l ‘(\.,Ya`1-; ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ CO Scanning Fee $ Radon Fee $ GO Technology Fee $ Structural Reviews $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ GO • P.)0 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature _ OWNER or AGENT The foregoing instrument was acknowled ed before me this day of , 20 �J by vi 41 Au 1 t owho is personally known to me or who has produced'ill. as identification and who did takean ath.61-0 NOTARY PUBLIC: Sign: Print: Seal: Sign: Print: Seal: Signature The foregoing instrument was acknowledged before me this day of • ht NCO.( ,whoisp me or who has produced as identification and who did take an oath. • NOTARY PUBLIC: 1 1 Bond. uh National NotaryMsn Pa7 a'l ********************************************************************************************************** APPROVED BY 1 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-1440 Property Address: 83 NE 100 ST Miami Shores, FL 33138-2314 Owner MATTHEW AULTON Mailing Address 83 NE 100 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,774 Sq.Ft Living Area 1,432 Sq.Ft Adjusted Area 1,711 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1925 Assessment Information Year 2018 2017 2016 Land Value $215,711 $215,711 $215,711 Building Value $120,103 $120,897 $121,691 XF Value $1,570 $1,591 $1,614 Market Value $337,384 $338,199 $339,016 Assessed Value $239,015 $234,099 $229,285 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $98,369 $104,100 $109,731 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 53 41-6 53 42 MIAMI SHORES SEC 1 AMD PB 10-70 E1/2 LOT 21 & ALL LOT 22 BLK 10 LOT SIZE 75.000 X 115 OR 19451-1256 12 2000 1 Page 1 of 1 Generated On : 9/13/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $189,015 $184,099 $179,285 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $214,015 $209,099 $204,285 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $189,015 $184,099 $179,285 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $189,015 $184,099 $179,285 Sales Information Previous Sale Price OR Book -Page Qualification Description 04/06/2018 $446,000 30942-0962 Qual by exam of deed 12/17/2008 $355,000 26705-3823 Sales which are qualified 12/01/2000 $230,000 19451-1256 Sales which are qualified 10/01/2000 $172,000 19356-3819 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version https://www.miamidade.gov/propertysearch/ 9/13/2018 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 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). Acknowlement: Quaff ;'r/Owner Signature Date Print Name QB C.iLakiil+on9 6twrd TE Of OMPETENCY 9413800347 OR MAN INC Miami -Dade County - Building and neighborhood Compliance Office Page 1 of 1 Horne Product Control Contractors Building Officials Contact us Contractor Number: Contractor name: Address: City, St, Zip: Phone: Other Phone: Fax: Email: D/B/A: Contractor Status: Contractor License Information 94BS00347 MR DOOR MAN INC 1601 SW 67 AVE MIAMI (305) 262-0596 ACTIVE FL 33155 Class Category Category Description Expiration Date BLDG 16 DOOR 09/30/2018 CONTRACTOR INQUIRY COMPLETE BCCO Contractor Inquiry and Complaint Search l BCCO Home Page I State License Search Menu 3 Home l About l Phone Directory I Privacy I Disclaimer © 2001 Miami -Dade County. All rights reserved. http://egvsys.miamidade.gov:1608/WWWSERV/ggvt/BNZAW941.DIA?CNTR=94BS003... 9/13/2018 014885 Local Business T x-Receip Miami -Q.ad County, State.of Florida TTHISIS NOT°A°BILL'-DO NOT PAY r 6556642 BUSINESS NAME/LOCATION MR DOOR MAN INC 16OFSW 67TH AVE WEST MIAMI'FL 33155 OWNER 1MR 000R MAN INC r(s) 014679 RECEIPT NO. . RENEWAL 6827241 EXPIRES SEPTENIBER 30, 2019 Must be displayed et place of business Pursuant to County Code Chapter BA - Art. 9 & 10 SEC. TYPE OF BUSINESS 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED 94BS00347 BY TAX COLLECTOR $45.00 07/06/2018 CHECK2 1 —1 8-056533 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt Is not a Haettae, pergiit sr a certification of the holder"sqpuI1aiifications, to do business. Holder must comply with any governmental er noilgtwemmemal regulatory laws end requirements which apply to the business ., ,THe,RECEIPT NO above must be displayed on all commercial vehicles- Miami -lisle Cede Sec ee 21B. For.mare Information, visit www.miamjdads.so0flaxcellectot nes*" r, , mi-Dade County, State orHorida -This IS NOT A BILL -DO NOT PAY tl 68253 OtitiateS$ NAME/LOCATION Mil DOOR MAN INC 1601 SW 67TH AVE WEST roimitilfates OWNER' MR DOOR MAN INC Employee(s) 2 RECEIPT NO. RENEWAL 812O422 EXPIRES SEPTEMBER 30, 2019 Must be dfspieyed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 PAYMENT RECEIVED BY TAX COLLECTOR $45.00.07/06/2018 CHECK21-18-056533 This Local Business Tex Receipt only confirms payment of the Local Business Tax. The Receiptis not a license„ penult, or a certification of the holder"squelificatlons, to do business. Holder must comply with any governmental :or noupgysrnmantatregufetory laws and requirements which'apply to the business. SEC.Tii*tE OF BUSINESS 220 TANGIBLE PERSONAL PROP DLR Munici pal Contractor's Tax Receipt Miami-DadeCounty, State of Florida -THIS 19 MOT A BILL - DO NOT PAY CC NO: 948900347 BUSINESS NAM E/LOCATION MR DOOR MAN INC 1601. 9A11371H AVE 1AEsrMIAAMI, A.. 33165 RECEIPT NO. 7547785 EXPIRES SEPTEMBER 30, 2019 OWNER TYPE OF BUSINESS MR DOOR MAN INC DIDALTY BUILDING COMPACTOR Pursuant to County Code Sec 10-24 PA YM ENT RECEIVED BY TAX COLLECTOR 175.00 07/26/2018 0222-18-005784 TN, receipt is not valid in the rdlaving Municipalities: Aventura, Coral, tiateah, Key Biscayne, Miami iirdens, Miami lakes, Palmetto Bay, Pinecrest, Sunny Isles Beach, Tavn of O. Ber Bay. For rttlre information, visit yyyyyi RECEIVED 11/213/Z01,7e3:01PM 2052625630 MR DOORMAN INC CERTIFICATE OF LIABILITY INSURANCE OAT(pmu yynj � .. 11/18/20/2017 THis CERTIFICATE Is ISSUED AS A MATTER OF INFORMATION ONLY AND CoNrERs NO RIGHTS UPON THE CERTIFICATE HOLDRR. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BN THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOPs NOT CONSrITLITE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OK PRODUCER, ANI) THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the polloyf es) must be endorsed. if SUBROGATION IS WAIVED, noblaet bs the terms and condltlons of the policy, Certain poliriae may require an endorsement A statement of this certificate does net confer rights to the certificate Meer In lieu of such endorsement(#). PRODUCat Continental I'&C 12955 SW 42 St Ste 5 Miami,1KL 33170 Phone (305) 207 7889 INSURED Alex Meru DOA MR. Door Man, Inc 1601 Sw 67TH Ave Miami COVERAGES Fox (SO6)207.0690 R 33155 CERTIFICATE NUMBER: cT E.: .10.150. s 1. (305) 207 7889 1 r, N,r; (305) 207•0565 c AtIp8F96g LAVILEZeCONTINENTALPAC.COM UssETTEAVILf Z IN2URERISI AFFORDING COVERAGE trSS!!$aRA: Grenade Insurance Company INsurten a e Infindy Commeraita Auto INsUiseIt C NAIL INSURER D : }-INSUREt s e INOUMER r REVISION NUMBER; THIS tS TO CERTIFY THAT THE PouCl88 OF INSURANCE U5TED BELOW HAVA seal ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REOUIRaMENT, TERM OR CONDITION of ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH TTi16 CERTIFICATE MAYBE ISsugn OR MAY PERTAIN, THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH PouclEB. UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INBR LTft N INSURANCE ADDL6UflR It nD 11YIfD• POLIYNUNBSR _ POLICY EFF tf�I4�(YYY�n POLICY E![P ratr+vnalYlp[YL 11/1312018 _ MWM A fl COMME ciALGENERAL LIABILITY 0 CLAIMS -MADE Q OCCUR ❑ N N • 01B5FL00022738-A 11/13I2017 MOH OCCURRENCE $ 1,000,000.00 K ( 1 8 100,00000 MED exe o¢r one aereoni 2 •5.000,00 as PcaaapiaL ahov*WRY • 1,000,000.00 GEN%AGGREGATE Lt�II,p41�TAPPLIES PER: 0 room' jECT 0 WC GENERAL AGGREGATE II 2,000,000.00 PRODUCiS-009NPIOPAOG 3 ❑ mei $ Ii AUrDMO0&0LIABRI'ry • ANY AUTO 0 RMIN4 WI u CI HIKED AUTOB 0 arro D n 0 N N 509-800013291-001 10/15/2017 10/15/2018 Fvag�Njent)7NbLCL'MIT s 500,000.00 BODILY INJURY tParoaraan) 4 BBROODILEYRWJURY(P.racddaat, s (PerPecgDenU PIP _ 5.10,00a;00 • UMSREL.LAILIAB ❑ OCCUR • extC IMI ■ CLA5- De EACH OCCUJRENGF _ 2 AOOREGATe s . , ■ DEa REromriON$ S WORKEftSCOMP NsATIDN AND EMPLOYek1LranktY Y/N ANY LneOPRIgTORIPARTNER/EXECUT aFFIDEIL MEMBEREXCLUDEDi NI --77 r�,1�TARrIJ•rE ❑ GR j t.LtAAliACCIDENr a E.L. DISEASE - Et EMPLOYEE 3 (paa rotatory 1 Nil) sd mementos an or[NATI/me sum• Et, DISEASE - POLICY LIMIT a DESCRIPTION Of OPERA-nomr Loon -non rvenicLes (Attach AGO0D rag, Additsasi RbhxHa BeheduIe, Lrmonepo.Iy ,..pine) DOOR AND WINDOWS • • • CERTIFICATE HOLDER CANCELLATION Miami Shore Vflape Building Department 10050 Ne 2nd Ave Mlsrnl Shores, Florida 33138 905q96-2204 1305-750-8972 Fax ACORD 25 (2014101) CIF SHOULD ANY OF THE ABOVE DESCRIBED POUCIEB BE CANCELLED BEFORE THE rxPIRATION DATE THEREOF, NOTICE NAIL 1. BH D1LtVEREO IN ACCORDANCE WITH THE POLICY PROVISIONS. 'ALiniort I® REPRESENTATIVE 01988-2014 ACORD CORPORATION. All rights reserved. The ACORD nprno and logo are rogisterad marks of ACORD TO 3E d ONI NWW?1000 dW 0E99Z9Z90E WtiLT:60 810Z/ET/60 Jlly1�1!' PATRONIS FIIE F 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 1 hilt; certifies that the Individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 4/17/2018 EXPIRATION DATE: 4/16/2(120 PERSON: ALEX ALFARAS SR EMAIL: INFO gMRDOORMANMIA COM FEIN: 592481223 - BUSINESS NAME AND ADDRESS: rvIk DOOR MAN INC 1fil)1 SW 67 AVE MIAMI, FL 33155 SCOPE OF BUSINESS OR TRADE: rin,K and Window Installation A types. Hexidentlie end +, i)n Hi 11211 IMPoP rnN 1 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 UI1001 li II Se'1jUn fnoy iiot (UC0ver benefits or compensation under this Chapter. Pursuant to Chapter 440 0502), F.S„ Certificates of election to be exempt apply isilv within the scope of the business nr trade listed on the notice of election to be exempt. Pursuant In Chaptei 441) 05(13). F S., Notices of election to he kninpt port r-nrtIflc:ates 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 csrtlffete, the poison darned or, the notice a certtflcate no longer meets the requirements of this section for issuance of a certificate The department shall revoke a rerbfirat , at any time to failure of the person named on the certificate to meet the requirements of this section DWC '52 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 09/13/2018 10:59AM 3052625630 MR DOORMAN INC PAGE 01 Date: State of Florida Miami Dade County Before me this day personally appearedwho being dully sworn, deposes And says: That he will be the person working on the project located at: /— /191,542-4 ° ,f Sworn and subscribed before me this.. day of au 20 by: ihweriardipaiminAhookaliaillaidhollbaimoP 'P¢;'',, 0, 13Rrro Al I x Notary Public— State of Ftoricla Commission # FF 221589 .v�� ' My Comm. E�NaeesAN 1Q,2Q19 ) ., mugti vtayAa n. �►.otary Seal) (Notary Signature) Personally known: (or) produced identification: i M,ami Shores Y illage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel;: (305) 795.2204 Fax: (305) 756.8972 Notice tcrOwner — 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'iri the construction industry to exempt themselves from this requirement for any construction` project prior; to' obtaining -a building periuit. Pursuant to the Florida Division of Workers' Compensation. Employer Facts Brochure: Anemployer in the construction °industry who employs one or more part -tune or full-time: employees, including the owner, must obtain'workers' compensation coverage. Corporate officers or members of, a limited liability company (LI C) 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 coveragefrom 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: State of Florida County of Miami -Dade I The foregoing was acknowledge be( ore: me this. (.- day By f� } p20 11. t6htoo pErkar 2 v k wit too r has produced r'N ii)-*-' O 1 213 as ifieation. 60-(- D Notary: New French Double Door Unit Miami Dade Approved. Impact / HVHZ • ... • ... .. • •. • • .. • • • .. • • • • • .`. • • . • • .. • .. • • • • • • ... • • • ... • • • • 000.0 • • • • • • • • • • • • • • • • • • • .. .. • • • .. .. 000 • • • 000 • . (• to - 2 LI 33 Miami Shores Village ZONING DEPT BLDG DEPT !` Ul-Lif=CT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS to_E. IDD s'€ "atLA Polib d:t i - 3a oc9- o i3 - Nyv (P---CP) aC.e Da dlOOfs .. • . • • • . .... • . . .. • . .. • . • .... • • .. • . . . . • • . • • .. • . . ••• • .. • • .. •. • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) � stems Eco;Windows-Sy; LEC 8502 •N W,' 80 te' Street"' N-Me` ley, FL 3316 ' SCOPE: This NO -Kiss 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 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-600TAInminum10utswing French Doorrw/,wo-Sidelites-L M.I� APPROVAL DOCUMENT: Drawing No. W12-08 Rev D, 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 11/09/17, 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. MISSLEjX� ACT:RATIl 1G I arge1and.Smal fissile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door Df iatip gs with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The:na tjpor leaftlelth shall' • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy not to exceed 37". See locking options 1 & 2 in sheet 7.1. • • • . . •• • . • • LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or higq,x. , stateea'n'ir series 4nd • following statement: "Miami -Dade County Product Control Approved", noted herein. • •.. • •• RENEWAL of this NOA shall be considered after a renewal application has been filed aht1'there he been no • • change in the applicable building code negatively affecting the performance of this prod r .: • • : . • .• • TERMINATION of this NOA will occur after the expiration date or if there has been 4 rw•iiion or chase in the . • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an sindors¢ment of ar •product,• • : • for sales, advertising or any other purposes shall automatically teitiiinate this NOA. Fail;re to iomplj 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 #15-0603.13 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI•DADE COUNTY APPROVED NOA-No 17:1218:15 Expiration Date: 1Vlarch%20 2019 Approval Date: Febr a y'08, 2018 Page 1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S 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.L)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AI-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P E B. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. •• • • • HETI-12-3357, HETI-12-3358, HETI-12-4003, HEETI-12-4003 and HEI 1-12'4027dated.C3/16- C. 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addenduin.14-14..iated Ji. e 29, 20:17 issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafrel•E• Droz-Seda, P. E. .... CALCULATIONS 1. .• • • •• • • • . • . . . Anchor verification calculations and structural analysis, complying Iyltji,f'3C-20i21‘tr' Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed:and sealed by Javad::. Ahmad, Y.E. • • • • • 2. Glazing complies w/ ASTME-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 ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (NIA) (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. orge M. Plasencia, P.E. Prodfict Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 E-1 • Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 #12-0402.03, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W12-08 Rev D, 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 11/09/17, signed and sealed by Javad Ahmad, P.E. • • • • • . • • • • • • •• • B. TESTS ' 1. None. • • •••• • • • •' • • . • . C. CALCULATIONS • • • • 1. Calculations, prepared by Al Farooq Corporation, dated 10/03/17, siAnecand sealed ley Javad:••• Ahmad, P.E. • • • • • • • • D. QUALITY ASSURANCE • • • • 1. Miami Dade Department of Regulatory and Economic Resources (RJR). ' . • • • •• • • . • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 E-2 SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SiDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH S!DELrTES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (611 EDTBON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCTiY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED ANL) INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 1/8" HEAT SfREN'D. GLASS .C90" Interlayer Trosifol PVB CBy Kuroray America, Inc.' 1/8' HEAT STREN'D. GLASS SIUCONE DOW CORNING 899 GLASS TYPE `G1' 3/16" HEAT STREN'D. GLASS 090" Interloyer 1TroIfni PVB 'By 'Kuraroy America, Inc.' \-3/16" HEAT STREN'D. GLASS SIUCONE DOW CORNING 899 / SETTING BLOCKS AT LAM. CLASS READ. FOR WIDTHS DXCEEDING 36" CNLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G2' 1/8" TEMP. GLASS \ �5/16" AIR SPACE \-1/8" HEAT STREf1'D. GLASS .C90" Interlayer �r-rSafiex Clear And Color Glass By 'Eastman Chemical Ca.' r1/8" HEAT STREWD. GLASS SIUCONE ' DOW CORNING 899 CARDINAL XL EDGE SPACER ST. STEEL SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G3' PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.1218.15 Expiration Date 03/20/2019 By • • • • • • • • • • Miami —Da Product Control • • • • • • • ••• • i • •THESi,p0QRS•A. BRA FUR tIE & ARSMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • • • • Nov 1 p 201 �t�t1111111 70592 0 °;0n NI 1111t1tt (04"au 0. 0 i� drawing no. W12-08 (heet 1 of 9 • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • ••• • • • • • • • • • • • • • •• • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • 5" MAX. HEAD/SILL CORNERS 39 3/4" MAX FRAME WIDTH \J 1 I I 12" MAX. HEAD SILL / it / / II 11 II 11 1// 1// I / n SURFACE APPLIED FALSE MUNTINS OR DECO?ATVE GRILL MAY BE USED ACT 26 15/16" D.L. OPG. 37" MAX. LEAF WIDTH (X) • LOCK OPTIONS /1 0R 12 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) 000R OIMS. LAMINATED GLASS FRAME WIDTH I LEAF WIDTH FRAME HECHi EXT.(4) INT.(-) 39-3/4" 37" I 98" 70.0 75.0 i HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" O.C. 5" MAX. HEAD/SILL CORNERS 12" MAX. HEAD SILL i II I Ill _ \ LOCK OPTIONS #1 OR #2 \\ r (0FTI0N 2 WN) SEE SHEET 7. i FOR DESORPTION, / / / / / / / / r_ " � ' — 0 o _ / --�� // '/Y / \-IT— \ \ \ ____= O III 'I_ --- I \ \ I I / N. 3 INA.CTME ACTIVE SURFACE APPUE3 / FALSE MUNTINS 0R DECORATIVE GRILL MAY B�SED GI ASS 0.1.0. DIMS, D.L.O. HEIGHT = FRAME HEIGHT — 11.125" D.LO. WIDTH (X DOORS) = FRAME WIDTH — 12.813" By D.L.O. WIDTH (XX 000RS) _ (FRAME WIDTH - 22.125(/2 Mi DR roduct Control •• ••• • •• • • • •• itiLIN NOTE • • • • • WSW) • �SITt300 H•_iyS�� (3EET EC.RGUSTS) E EGRESS REQUIREMENTS TO BE REVIEWED • • • • • 6NC•FLOFIOA BUILDING b0MMISSION BY BUILDING OFFICIAL DECLARATORY STATEMENT DCA05-DEC-219 26 15/16" D.L OPG. 26 15/16" D.L. OPy 37" MAX LEAF WIDTH (XX)/ DOORS LOAD CAPACITY - DOUBLE Oa) PSF DOOR DIMS. !Am -MATED GLASS FRAME WIDTH LEAF WIDTH FRAME. HEIGHT (�) INT (_) ti 76" . 37" I 96" ._70.0 • I —75.0 • 5" MAX. HEAD/SILL CORNERS 37 3/16" MAX. FRAME WIDTH '2" _MAX: rHEAD I SIL' ----ter I I I I I I II /Iy I( _11 ' TESTED FRAME HEIGHT 87' D.L. OPC. O 1 SURFACE APPLIED FALSE MUNT1NS 0R DECORATIVE GRILL MAY BE USED 32 3/4" D.L. OPG. (0) STAND ALONE SINGLE SIDELITE SEE SHEET 3 FOR CAPACITY PRODUCT REVISED no complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date 03/20/2019 NOV 1 S 1117 \111111111IVVX ' gyp'®, 0 z 8 0 W 12-081 drowing no. sheet 2 of -61 • ••• • ••• • • • • • • • • • • • • • • • • • • •• • •• • • ••• • ••• • • • • ••• •• • • • • •• • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • 'DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELIIES SIOEUTE SIDEUTE WITHOUT FRAME FRAME REINFORCING WIDTH INCHES HEIGHT INCHES EXT.(+) TNT.(-) 24 70.0 75.0 30 70.0 75.0 36 82 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 7C.0 75.0 38 86 70.0 75.0 37 70.0 75.0 42 81.7 66.1 24 70.0 75.0 30 92 69.8 69.8 36 64.1 64.1 37 63.3 63.3 24 63.3 63.3 30 98 57.8 57.8 36 53.1 53.1 37 52.4 52.4 SINGLE SIDEUTE WIDTH DESIGN LOAD CAPACITY - PSF SIDELITES WRH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDEUTE SIDEUTE WITHOUT WITH FRAME FRAME REINFORCING REINFORCING WIDTH INCHES I -EIGHT INCHES EXT.(+) TNT.(-) EXT.(+) INT.(-) 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 38 82 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 36 86 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 92 69.8 69.6 70.0 75.0 36 64.1 64.1 70.0 75.0 37 63.3 63.3 70.0 75.0 24 63.3 63.3 70.0 . 75.0 30 57.8 57.5 70.0 75.0 36 98 53.1 53.1 70.0 75.0 37 52.4 52.4 70.0 75.0 SIDEUTE WIDTH REINFORCING AS REDD. SEE CHART 39-3/4" MAX. (SINGLE) 76" MAX. (000BLE) DOOR FRAME WIDTH NOTE FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART' ABOVE. LOWER VALUES FROM DOOR OR SIDEUTE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.LO DAMS. D.L.O. HEIGHT (SIDELTE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SICELITE) = FRAME WIDTH - 4.438" 5" MAX. HEAD/SILL CORNERS 3" 6" CLUSTER OF (4) ANCHORS AT HEAD/SILL 148" MAX. TESTED FRAME WIDTH HEAD & SILL ANCHORS -AT STILE ENDS (4) AT 3" O.C. I 12" MAX. HEAD SILL '1 \ _ \ l ) __ -- //. // ___11_1__ /' I / II I / II 11-- 7 / I\/ I \ , \ \ \ \ \ zs m D.L OPG/ TESTED FRAME HEIGHT 67- - �J 0 _ - // it / J \ 11 \\I i =--s-_-_ I j B ) I m n m Op( \_#1 1 (OPT)ON SE& FOR / ( \\ �!/. <?'� n ly// 1 OP/10 OR/#2 1 5 SHEET DE5CR1' N—JL II I II IIII11 IIALL__tt; -. M___. I I 11 � ` ' I I II II it II II II / \ . I ACTIVE 1 _- ' INACTME !\ SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 32 3/4" O.L OPG. SIDELITE FRAME WIDTH MAX. 26 15/16" D.L. OPG. I 1 1\ 1 26 15/16" D.L OP2. 37" LEAF WIDTH 39 3/4' MAX. (SINGLE) 76" M.W(. (DOUBLE) SEE CHART AT LEFT DOOR FRAME WIDTH (oXXo) MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER FBC 2014 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date 03/20/2019 By MI i-Dad! roduct Control •• ••• T • • • •• • • Av. (47IP ITT S EN IHIS SHEET ARE • • • 9RS5D ON gST11 4306-09 (3 SEC. GUSTS) • • • • • � /IND•FL($RID1 a1)ILSING �'(4AMISSION DECCARATaRY SITATTMEb' DCAOS-DEC-219 NOV 1 6 1017 drawing no. W12-08 • ••• • ••• •• • • • • • •• • • • • • •• • • • • • • • •• • • • •• •• • •• • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • sheet 3 of 9 9./16" MIN. TYPICAL ANCHORS THROW BOLT EDGE DIST. /-SEE ELEVATIONS PENETRATION FOR SPACING O /B, 1/2 M.N. THROW BOLT PENETRATION GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING —"PROPERLY SECURED DGE DIST. 1BY W000 BUCK EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2BY WOOD BUCK• OR WOCD STRUCTURE MET�� SEE NOTE SHEET 1 EDGE DIST. [STRUCTURE ce I IYPEIL L SEE TCAELEVATONSANCHORS •� FOR SPACING a N (O 1 P h LG1 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fp155 KSI) INTO 26Y WOOD BUCKS 0R WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 4414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) I N70 MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL W CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL ANCHORS —SEE-ELEVATIONS FOR SPACING 'I MIAMI-DADE COUNTY APPROVED !I CUPPED MUWON '1 I SEE SEPARATE N•A Ii I 11 l 0 PRODUCT REVISED as complying with the Florida Building Code Non -No, 17-1218.15 TYPICAL EDGE OISTANCF Expiration Date. /20/2019 INTO CONCiei L• AND•IJIIASONRl•= 2.1/2"•MIi • • By ._. INTO WOOC•STRUCTURE=•1.":1:N • • • • MI•ml-Droduct Control INTO METAL •TRUCTIA2G =•3/4" l4N. • : • • • WOOD AT HiA0 0R .T.14 St 40.5s MIR. • • • CONCRETE AT HEAD. SILL OR JAMBS re - 3dbO !SI mi . C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 P51 MIN. TYPICAL ANCHORS ,—SEE ELEVATIONS FOR SPACING rOR DETAILS �1GEN•��® 2 AIII‘`‘‘ • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • •• •• • • • • • 4 a 0 z IIN Nss ss o Ip o''1 fgp z3� g ?i Zw n O oo La co c o - drawing no. W12-08j sheet 4 of 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING 8 METAL STRUCTURE _A SEE SPEC SHEET 4 1/4" MAX.' SHIM TYPICAL ANCHORS SEE ELEV.i'. FOR SPACING \, a CONCEALED FLUSH BOLTS LEVERS AT STILE FACE I W ACTIVE LEAVili i ) `61 i/0 EXTERIOR D.L.O. SINGLE DOCR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSTLE\ CD 18Y W000 BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS #1 0R ,2 (OPTION 2 SHOWN) SEE SHEET 7.1 FCR DESCRIPTION CONCEALED FLUSH BOLTS LEVERS AT STILE FACE 1/4" MAX. SHIM 5) INACTIVE LEAF ACTIVE LEAF D.LO. LEAF WIDTH f inl 8 J OCK OPTION 42 EXTERIOR D.L.0. LEAF WIDTH 28Y WOOD BUCK OR / WOOD 5TTUR£ .EE NOTE HEET 1 75" MAX. 2 POINT LOCK ASSEMBLY DOCBLE DOOR FRAME WIDTH • • • • • • ••' J OCK OPTION 41 4 POINT LOCK ASSEMBLY PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiratlon Date 03/20/2019 ey M-Product Pduct Control 17. ti/\tl f 5 201 0 TYPICAL ANCHORS i-SEE ELEV. FOR SPACING \�1\Ii 11 if �'•' �cENsf 70692 • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • •• • • • • •• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST._ EXTERIOR GLAZING OPTIONS SEE SHEET 1 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEV., FOR SPACING 3 8 METAL STRUCTURE SEE SPEC SHEET 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. SHIM . 42" AT 86" HT. 37" AT 98" HT. MAX. SINGLE SIOEUTE WIDTH #12 SM5 AT 5" FROM ENDS AND 11" O.C. MAX. 1By W000 BUCK REINFORCING 1AS READ. 18 7COS_E SHEET 3 TYPICAL ANCHORS SEE ELEV. FCR SPACING rJIu!L I11 4 \ i_- )6 I r C I r ti4Z I SIDEITE WIDTH MAX. UNIT FRAME WIDTH 0.LO. . LEAF WIDTH 39 3/4" (SINGLE) 76' (DOUBLE) MAX. DOOR FRAME WIDTH PRODUCT REVISED as complying with the Florida Building Code iA NOAIP . ••7-12 0'15• • Expiration Da •O • By • • •• • • • • • • • • • ••• • • • • • { SItLITE DETAILS ,t,TI rrrrrr/ 7 �� 1�:•L1LENsf .O 7 ! �C+ yq!1 A. OF ./1,0� 1'niJ 8 8 g e I o drawing no. W12-08 sheet 6 of 9 J • ••• • ••• • • • • • • • • • • • • • • • • • • •• • •• • • ••• • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • •• • • • • •• • • • • • • • • ••• • • • • • • • • • • • • • •• •• ITEM # PART iR REDD. DESCRIPTION MATERIAL MAN?./SUPPLIER/REMARKS 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - E602 - FRAME COVER 6063-T6 - E603 - DOOR FRAME JAMB 6063-16 - 4 E604 - SIOELJ7E TOP & BOTTOM FRAME 6063-T6 - 4A E62E - SIDEUTE 9' BOTTOM FRAME 6C63-T6 - E605 - SIDEUTE FRAME JAMB 6C63-76 - 6 E606 - SIDEUTE SUP ON JAMB 6C63-76 - 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - 7A E625 - LEAF 9" BOTTOM RAIL 5063-T6 — 6 E608 - LEAF W'STRIP ADAPTER 6063-T6 - 9 E609 - LEAF HINGE STILE 6063-76 - 1 0 E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL STILE 6063-76 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - E613 - LEAF CLAMP 6063-T6 4-1/4" LONG 13A E613 - HINGE PACK -UP PLATE 6063-76 12" LONG 14 E514 - GLAZING BEAD (5/16" LAM. GLASS) 6063-76 - 14A E109 - GLA2140 BEAD (7/15' 1590. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSL'L GLASS) 6063-T6 - 16 E616 - SNAP COVER 6083-T6 - E613 - BOLT SUPPORT 6063-76 NOT SHOWN 16 - AS REOD. SIDEUTE MUWON REINFORCING 6063-T6 - FD-I07 3/ LEAF BUTT HINGES ALUMINUM SULUVAN & ASSOC. 20 F81202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR9I4SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLNAN & ASSOC. 22 #12 SM5 AS REGD. FRAME ASSEMBLY SCREWS - - 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SM5 24 - - 3/8" DIA THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAS 2E E20618-KN-3020 - BULB W'STRIPPING SANTOFRENE EPCM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRA. AS 26 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DLO RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 CLCIWB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 10 X 3/4' 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ LITE SETTING BLOCK, 1/4" X 1/2" X 4' LONG EPOM AT 6" FROM EACH END, DUROMETER 80t5 35 - 2/ LITE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPGM Ai 6" FROM EACH END, DUROMEiER 80±5 •• ••• • • • • • • • • • • • •• ••• • SEALANTS. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 • • Expiration Date 03120/2019 • By Min a oduct Control •• • • • •• fr:JI 4 5 20I) 1/1I I IJ7\ N70592 '. L\I \ - l drawing no. W12-08� ,sheet 7 of 9 • ••• • ••te • • • • • • • • • • • • • • • • • • •• • •• • • ••• • ••• • • • • • • • • • • • • ••• • • • • • . • •• •• • • ••• • • • •• • • • • •• • • • • • • • • ••• • • • • • • • • • • • • • •• •• LOCKS: OPTION #1• ACTIVE I FAF 4 POINT LOCK ASSEMBLY DL01-6C07 BY INTERLOCK USA INC' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BCTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM JNACTNE LEAF. 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DN. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM HINGES: INACTIVE 11-41 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" 0.C. MAX.) HINGES FASTENED WITH #10 X 1" FM SMS (5) SCREWS A7 HINGE STILE (6) SCREWS AT FRAME JAMB ACNE OPTION #2• ACTIVE LEAF: (CONVE0N DOOR LOCKSET WITHHANDLE DELTA 660 BY 'KWIKSEY LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC: 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS INACTIVE LEAF - CONCEALED FLUSH BOLTS BY 'SULUVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STII�TH.(2), #8-32, Xr 1/2",FHc MSS • • • • •• ••• • • • • • • • • •• ••• •• • • •• • • • •• PRODUCT REVISED as complying with the Florida Building Code Non -No. 17-1218.15 Expiration Date 03/20/20/ 9 By _ _. PAa Product Control iBJL Ni TS F-. ,p491 iA a. T0592 ra 1_- 7"7- cc N 00 0 0 0 I rig r drawing no. 1 I W12-081 (sheet? 1of 9 ) g B • ••• • ••• •• • • ••••• • •• • • • • • • • • •• • •• • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r- 1.750- i -1 M-.519 I b -" r-.394 'I•--.13G PRODUCT REVISED U l �� ` J COMP—ANL\W12-08EC0 4.000 078 4. D78 31 4.750 803 045 .803 050 ,803 - 045 as compryiny th the Florida Building Code NOA-No. 17-1218.15 AL-FAROOQ CORPORATION ENGINEERS 5, PRODUCT DEVELOPMENT 9380 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 353B) TEL (305) 2648300 FAX (305) 2626075 .625 A'- Z I ---' 1 t 1 Expiration oats 03/20/2019 I--2082-- � \'J DOOR FRAME HEAD/SILL 1.625 �: 1.047 F4 -�i 1.047 --1 1.172 a By 14 GLAZING BEAD 5/16' GLASS 0 GLAZING BEAD 7/16" GLASS 0 GI a7ING BEAD INSUL GLASS Mla Product Control \'J LEAF 1.507 a1 TOP/BOTTOM RAT.. r1.507 4.000 4.781 O094 SIDELITE I 1.507 -1 1.750- TOP & .078 BOTTOM FRAME 1.625 3.719 .078 4.715 078 1.750 1.507 } 8.250 1.500 SERIES 600 ALUM OUfSWINC ENTRANCE DOOR (LM.L)] ECO WINDOW SYSTEMS, LLC. 8502 N.W. 80th STREET MEDLEY, FL. 33166 TEL (305) 585-5299 FAX (305) 885-5902 1 7.531 3" 2 .662� LEAF WSTRIP ADAPTER �9) 4.000 LEAF HINGE STILE 5.344 4.000 2.081 1.750 1. 7 I !01.750-1.31� .442 329 .078 7A 9" BOTTOM RA.L 0 10 _1.584 .078 LEAF LOCK STILE 1 9 I-t- •�--1 61z� FRAME COVER 1.s07- LEAF ALIGNMENT BRACKET 75or- dgItVw__._ _ NO CWMOE 110 910141 N0 CHANGE THIS SHE7 N0 CHANGE THIS SHET UPDATED TO 2017 reI r. _ 1 281 / _ - I 5,344 r.078 4 -�{ I 775 r- f 1 .687 rIT 1.507 IL v f3.719.078 1.750 I 2AI61 YY 1.574 13 LEAF 125 CLAMP 3.781 �., 25 1 .050 1.197 I .154-01 ,,s SNAP COVER 11 O �--4.000 LEAF ASTRAGAL STILE ,", 0 ��' HINGE BACK-UP PLATE 8.281 900G ' 1.250 o- 715 el SIDELITE MULLION REINFORCING 500 .625 500a .719 0� • •4.188 �11111LIIr1/i.,,/ /��� 70$Q2 _ 4.000 II I 1.507 4.OLG .078 2.097 (04.: 02-13-12 )11 [.005 3/9 = 1' j (dr. by: TARIQ ) (old, 1. - -•--•.078 • • • •_ • • • • • • '.• TA OF ` - -_) drawing no. 1 W 12-08 j • !o• • • °' n17 . ` () SIDEUTE FRAME JAMB `3� D00R FRAME JAMB SIDEUTE 9" BOTTOM FRAME \"i SIDELITE SUP ON JAMB ,fs/®,1 %1�11`o Lheet 8 of 9 ) • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • DOOR FRAME CORNER LEAF CORNER SIDELITE FRAME CORNER SIDFI ITF r .1 i ION SI IP ON JAMB CORNER PRODUCT REVISED as comply g with the Florida • • • • • • • • • • • • Building Code NOA-No. 17-1218.15 • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • •• • •• • • • • • • ••• • • • •• • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Expiration Da 3/20/2019 By Mi \`,ll /nu �.•••vDENSF••.'4> • NAL .s 434,u drawing no. W12-08j (sheet 9 of 9 'Mn! IN lyyp:,antMdre ace Building •Oadr Coun9 .m:amidade.g ..3rl;?tlo.'1C0.: 17.12 ,C < $C'assi0ce wnw.zde Owi;0'Darmreni. Gu er me`nl :"�EinDn`Ye2�,�:w+na. GgM.r f� 1.anFpe.nny ___ __ ,_ • H ! ..ate.. Lod `FWe0,;.:;sustxu us_50irsn • Product Information tor N.O.A. 17-1218.15 Itepnried gig-1 veroc0 gan ,..are Dc<x .eg xyor:; ?!ume sue c tYnn ram: = ' Marc:25201; Large ^.A 3n311.tis`e npact <__rxa_fnsit+re 70 Pressure Nega!1re 75 Sertes 600 660 n•NfZ OtILM9n9 F0_1N Dem Wk:O SY' CSustairat.le_ ttntwtes t401t£ Rate m_:es Des Desnrtlon 0r a ooteiled de60dptlon on the Fite Status. click Ilw_ Nr0 Fee Status Kev. Select Language 1 110. 4 azti;, ::imii; Isw,", :a rt.;".:i • • • • • • • • • • • • • • • • • • • • • • • • •• • egc 6vi EM•.•• • C. '• • • • • •; • • • •- • •• • • .1• • • • • • t.•▪ •t•"• • • • • • •• • • • • • • •• • • • • Page 1 of 1 Uti AL-FAROOQ CORPORATION SITE SPECIFIC WINDLOAD CERTIFICATE 9360 Sunset Dr. I STE 220 I Miami, FL 33173 I T. 305.264.8100 I F. 305.262.6978 I www.afceng.com alfarooq@afceng.com Project Number: 38180-3041 Date Requested: 2/27/2018 10:04:34 AM Client: Alex Alfaras Mr. Door Man 12216 sw 110 lane Miami, FL 33155 Mailing Address: Alex Alfaras Mr. Door Man 1601 SW 67TH AVE MIAMI, FL 33155 Project Address: 83 NE 100 st Miami Shores FL 33138 Job Name: Timothy S Foster Project Information Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category C Roof Type Sloped Mean Roof Height 15.00 ft Elevation of Opening 15.00 ft Least Horizontal Dimension N/A General Calculations Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 0.85 Velocity Pressure Coefficient (Kz) 0.85 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 56.6 psf Velocity Pressure (Qz) 56.6 psf Gcp Zone 4 +1.00, -1.10 Gcp Zone 5 +1.00, -1.40 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. © 2018 , Copyright Al-Farooq Corporation Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10 & 2017 FBC. Design Wind Pressures (PSF) Trib. Area (ft 2) 10 Zone 4 +40.1 •7•gge 5 ZONE 4O ZONE 5i •• • • • • ds1O% OF LEAS,tIDAI'ZONTAL I�I�I �SION • • HEIGHT'H' FOR SLOPED ROO¢ IS TIE MEAN • ROOF HEIGHT„•••.4, ••.• • Valid Only with Engineer's Seal CAN (EB) #3538 •• • • • •• • • 2/27/2018