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WS-17-1308Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -5-17-130$ Permit Type: Windows/Shutters it ork Classification: Window/Door Replacem Perm Permit Status: APPROVED Issue Date: /7/2017 Expiration: 01/03/2018 Parcel Number Applicant 10200 BISCAYNE Boulevard Miami Shores, FL 1122310450010 Block: Lot: MIAMI SHORES VILLAGE Owner Information Address Phone Cell MIAMI SHORES VILLAGE Contractor(s) ATLAS DOOR & GATE INC Phone Cell Phone Valuation: Total Sq Feet: $ 5,600.00 0 Type of Work: REMOVING EXISTENT ALUMINUM SHUTTERS No of Openings: 3 Additional Info: REMOVING EXISTENT ALUMINUM SHUTTERS Classification: Commercial Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $3.60 $2.00 $2.00 $1.20 $130.00 $80.00 $80.00 $9.00 $4.80 $312.60 Pay Date Pay Type Invoice # WS -5-17-63999 05/11/2017 Check#: 5209 $ 50.00 $ 262.60 07/07/2017 Check #: 5420 $ 262.60 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Review Structural Review Structural Review Building 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, 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 and zoning. Futhermore, I authorize the above-named contractor to do the work stated. July 07, 2017 Authorize d`Signature:Owner / Applicant / Contractor / Agent Building Department Copy Date July 07, 2017 1 ti4 (1--130Y Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 STOP WORK ORDER DATE: April 7, 2017 TO: Miami Shores Village. 10050 NE 2nd Ave. Miami, Florida 33138 RE: FAILURE TO OBTAIN PERMITS 10200 Biscayne BLVD Miami Shores, FI 33138 FOLIO: 11-3205-020-0010 YOU ARE HEREBY NOTIFIED that an inspection of the above premises revealed that you have violated the provisions of the Florida Building Code which have been adopted as the uniform building code for Miami Shores Village, Florida or provisions of the Code of Miami -Dade County. The building official has found work regulated by this code being performed in a manner contrary to the provisions of this code that are dangerous or unsafe. Thereby the building official has issue a stop work order for your project. Type of Violation: Building. Rolling Doors. Chapter: 1 Section 105.1 of: 2014 Florida Building Code To wit: [A] 105.1 Required. Any owner or authorized agent who intends to construct, enlarge, alter, repair, move, demolish, or change the occupancy of a building or structure, or to erect, install, enlarge, alter, repair, remove, convert or replace any impact -resistant coverings, electrical, gas, mechanical or plumbing system, the installation of which is regulated by this code, or to cause any such work to be done, shall first make application to the building official and obtain the required permit. REQUIREMENTS FOR CORRECTION. 1. Submit permit application with all required documents and 2 sets of plans signed and sealed by a Florida license engineer and or architect. The plans should comply with the requirements of chapter 8-10 of the Miami Dade County Code, section 107 of the Florida Building Code, and any other applicable codes and or ordinances. 2. Pay required permit fees. Therefore, you are hereby directed that on or before Monday, May 8, 2017 you are to correct said VIOLATION and NOTIFY THE UNDERSIGNED BUILDING INSPECTOR that the VIOLATION has been corrected. Failure to make the correction(s) will result in one or more of the following actions: Disconnect utilities services, initiation of an unsafe structures case requiring demolition of the structure. Also, failure to comply with this notice may result in the department withholding issuance of other permits to you, referral of this matter to the appropriate licensing board or the filing of a lien against your property in the amount of any unpaid ticketing fines. In accordance with the provisions of Section 8-17 of the Code of Miami -Dade County, you are also responsible for the reasonable costs and expenses incurred by the Building Official in enforcing the provisions of the Building Code. In the event further clarification or assistance is required, please contact Ismael Naranjo, B.0 at (305) 795-2204 between the hours of 8:30 A.M. and 5:00 PM. Except in the case of life -safety hazards, you may be granted upon request an extension of time up to 90 days to correct the violation provided your request is submitted prior to the expiration of this Notice of Violation and enforcement costs incurred by the department to date are paid in full. To request an extension, please contact the Building Department by telephone at (305) 795-2207 or by e-mail to naranioi@miamishoresvillage.com. Thank you for ypur cooperation in this matter. Ismael Naranjo, B.O, FM Building Director. Mail Date Mailed: By: Return Receipt Number: OFFICE COPY Permit Holder M444451d.�c l _Q__ Permit # /:J//4"— F.B.0 Violation Zi9o(7 /'I Se'G . /or -1 A.¢rGe/itc_ TZ) 04f»'i Ai Pe -7414/77j Alec— iZr/%✓6r- 1Pvzs-/J o>.J �„Ce.Tt;— ,.//4�- Address Date By Building Official Property Search Application - Miami -Dade County IMPORTANT MESSAGE SEARCH: PEDRO J. G i x . MIAMI-DADE P Page 1 of 3 When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information. Address Owner Name Subdivision Name Folio 10200 Biscayne Blvd Suite PROPERTY INFORMATION 0 Folio: 11-3205-020-0010 Sub -Division: MIAMI SHORES SEC 8 REV IN PB 31-41 Property Address 10200 BISCAYNE BLVD Miami Shores, FL 33138-2646 Owner MIAMI SHORES VILLAGE Mailing Address 10050 NE 2 AVE MIAMI SHORES, FL 33138-2304 Primary Zone 1400 SGL FAMILY - 3001-3250 SO Primary Land Use 8940 MUNICIPAL MUNICIPAL Beds l Baths / Half 0/0 / 0 Floors 2 Living Units Actual Area Living Area Adjusted Area 36,842 Sq.Ft Lot Size 497,324.52 Sq.Ft Year Built 1950 Featured Online Tools Comparable Sales Glossary Non -Ad Valorem PA Additional Online Tools Property Record Cards Property Search Help Assessments Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION 0 BENEFITS INFORMATION 0 Year 2016 2015 2014 Land Value $5,273,096 $4,809,762 $4,256,626 Building Value $1,804,559 $1,627,922 $1,571,306 Extra Feature Value $1,233,782 $913,916 $924,694 Market Value 58,311437 $7,351,600 $6,752,626 Assessed Value $7,937,321 $7,215,747 $6,559,770 Benefit Type 2018 2015 2014 Non -Homestead Assessment $374,116 $135,853 $192,856 Cap Reduction Municipal Exemption $7,937,321 $7,215,747 $6,559,770 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). FULL LEGAL DESCRIPTION 0 http://www.miamidade.gov/propertysearch/ 4/7/2017 Property Search Application - Miami -Dade County Page 2 of 3 TAXABLE VALUE INFORMATION 0 COUNTY Exemption Value Taxable Value SCHOOL BOARD 2018 2015 97,937,321 $7,215,747 90 Exemption Value Taxable Value CITY Exemption Value Taxable Value REGIONAL $8,311,437 $0 $7,351,600 $0 2014 $6,559,770 $6,752,826 50 $7,937,321 $7,215,747 $6,559,770 $0 50 Exemption Value 97,937,321 $7,215,747 Taxable Value 50 $0 SALES INFORMATION $0 $6,559,770 90 5-6 53 42 11.417 ACM/L MIAMI SHORES SEC 8 REV PB 31-41 PORT OF MIAMI SHORES SEC 8 REV PB 31-41 B PORT OF TR 2 OF MIAMI SHORES GOLF & COUNTRY CLUB PB 40-9 DESC BEG AT MOST ELY COR TR 2TH S 38 DEG W1091.76FT N 89 DEG W 17.51FT NWLY AD 39.22FT N 00 DEG E 178.82FT NWLY AD 118.09FT N 38 DEG E 854.85FT N 38 Previous Sale Price OR Book -Page Qualification Description For mare information about the Department of Revenue's Sales Qualification Codes. 2016 2015 2014 LAND INFORMATION 0 Land Use Munl Zone PA Zone Unit Type Units Calc Value GENERAL R-25, R-26 1400 - SGL FAMILY - 3001-3250 SO Square Ft. 235,224.00 $5,027,913 GENERAL R-25, R-26 1400 - SGL FAMILY - 3001-3250 SO Acres 8.02 $245,183 BUILDING INFORMATION 0 Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1950 30,085 $1,399,855 2 1966 867 $40,341 1 3 1973 539 $27,359 2 1 1950 252 $7,650 3 2000 2,986 $213,541 4 2000 410 $22,472 5 2000 1,703 $93,341 EXTRA FEATURES 0 Description Year Built Units Cale Value Paving -Asphalt 2001 15,485 $20,440 Chain-link Fence 6.7 ft high 2000 1,340 $16,321 Ught Standard -10-30 ft High -1 Fixture 2000 28 $31,668 J Light Standard -10-30 ft High - 2 Fixtures 2000 7 $12,180 , Cent NC - Comm (Aprox 300 sgft/Ton) 2000 4 $5,220 Gazebo - Frame 2000 400 $13,920 Ught Standard -10-30 ft High - 4 Fixtures 2000 5 $8,048 Paving - Asphalt 2000 25,500 $33,278 Paving -Concrete 2000 24,165 $73,582 Pool COMM BETTER 38' dpth, file 20x40 av size 2000 7,690 9301,064 Jacuzzi 2000 154 $15,708 Pool - Wading - 24' depth 2000 16,720 $426,360 Light Standard -10-30 ft High - 1 Fixture 1988 6 $5,850 Wrought Iron Fence 1987 1,872 $59,567 Cooler Room - Rehidgera8on (200 soft/Ton) 1978 3 $2,340 Cent PJC - Comm (Aprox 300 soft/Ton) 1971 10 $8,700 Cent A/C - Comm (Aprox 300 soft/Ton) 1950 75 $86,625 Chain-link Fence 8-9 ft high 1950 260 $2,574 Chain-link Fence 10-12 ft high 1950 350 $4,428 v http://www.miamidade.gov/propertysearch/ 4/7/2017 • • Property Search Application - Miami -Dade County Page 3 of 3 Paving - Asphalt Wall - CBS unreinforced ADDITIONAL INFORMATION 1950 90,325 $104,325 1950 720 91,584 • The information listed below is not derived from the Property Appraisers Office records. It is provided for convenience and is derived from other government agendes. LAND USE AND RESTRICTIONS Community Development District: NONE Community Redevelopment Area: NONE Empowemrent Zone: NONE Enterprise Zona: NONE Urban Development: INSIDE URBAN DEVELOPMENT Zoning Code: POSR - BOUNDARY Existing Land Use: Govemment Agencies and Community Services OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Florida Department Of Revenue School Board Childrens Trust Florida Inland Navigation District South Florida Water Mgmt District City of Miami Shores PA Bulletin Board Tax Collector 530 - GOLF COURSES, PUBLIC AND PRIVATE. Environmental Considerations Non -Ad Valorem Assessments 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. 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All rights reserved. http://www.miamidade.gov/propertysearch/ 4/7/2017 BUILDING PERMIT APPLICATION jUILDING (PLUMBING JOB ADDRESS: City: 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 RECEIVED MAY 11 2017 FBCSOld Master Permit No.' S (\ -G1J3 • Sub Permit No. ❑ ELECTRIC ❑ ROOFING ❑ REVISION C1J EXTENSION ❑RENEWAL ❑ MECHANICAL ❑PUBLIC WORKS [] CHANGE OF CONTRACTOR 12)1 S cfkiNE 81vfl. ( D ZOO ❑ CANCELLATION ❑ SHOP DRAWINGS Miami Shores County: Miami Dade Zia: 3s(3Qj Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder): Address: (00 SD N C Construction Type: Flood Zone: M I A hn ( SH or2Es \it (1.1-67E A 4c. City: IM (A 14 ( S H-O'ES State: FL NO X BFE: FFE: Phone#: 60S) -t -2Z.3 zip: 3 31 3 g Tenant/Lessee Name: Phonell: Email: CONTRACTOR: Company Name: AlL4 S Z 4 % Ttl(C Address: Z 7zi w/E-6 % Z4 6 City: /-11.41r--41-1 Qualifier Name: 4-6C Lys _...D/A 7 State Certification o Registration #: Phonelf: State: Zip: 33 0)0 Phone#: Certificate of Competency #:. 7/Q 136 397 DESIGNER: Architect/Engineer: Phonefl: Address: City: Value of Work for this Permit: $ -5400. e Type of Work: Description of Work: n Addition ❑ Alteration n l )-n.D Vt ,cf l State: Zip: Square/Linear Footage of Work: ❑ New ❑ Repair. Replace csef --)`T JT Dec!Al ❑ Demolition �IQcsz _ Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ �,O (JZ 50( CO Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ (Revised02/24/2014) CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (<92 ' Go 4- . cO 2 2 6O l ohding•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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will he charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this aka day of INCA , 2 Tow.. teli4z)!\ , who ersonally known Signature CONTRACTOR The foregoing instrument was acknowledged before me this by i i.`' day of M,( , 20 11 , by 1 t; S ' IrA.2 , who is personally known to me or who has produced e,drsc AtaL( k rcy‘4, as identification and who did take an oath. NOTARY PUBLIC: me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: hda*d. taricaczi, . �S 4. itBARBARA A ESTEP MY COMMISSION # FF 073975 EXPIRES: March 29, 2018 'h q fl?c•• Bonded Thru Notary Public Underwntars ************* APPROVED BY (Revisedo2/24/2014) Seal: Plans Examiner ANA C a DRIGUEZ c MY COMMISSION * GG006368 �1 EXPIRES June 27, 2020 (1071$.01s3 PoflCsNaary9*r*ic*.corn Zoning Structural Review Clerk 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 frauning 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: Qualifier/Owner Sign S7/1/j - Date Print Name QUALIFYING TRADE(S) 0022 GARAGE & INDUS DOOR Ju5ana H Solas P.E. Secretary of the Board Gl M ami -Dade County retains ail property rights herein. HIAMFpADE www.mi amidade.govleconomy CT. Construction Trades ualifying Board BUSINESS CERTIFICATE OF COMPETENCY • DIAD ` :LYS Is ttfed uOdep1he provisions of Chapter 10 of Mai 011602 Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 6672571 BUSINESS NAME/LOCATION ATLAS DOOR & GATE INC 274 W 24 ST HIALEAH FL 33010 OWNER ATLAS DOOR & GATE INC C/O YACELYS DIAZ PRES Worker(s) 15 RECEIPT NO. RENEWAL 6944756 LBT EXPIRES SEPTEMBER 30, 201; Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED BY TAX COLLECTOR 10BS00397 $60.00 07/11/2016 ECHECK-16-169611 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holders qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. For more information, visit www.miamidade.gov/taxcollector /10/2017 15:59 305-888-4746 Sergio Page 1/1 .Accor CERTIFICATE OF LIABILITY INSURANCE - DATE(MM/DD/YYYY) 04/10/2017 PRODUCER INSURANCE CENTER OF DADE 9905 NW 116 WAY STE103 (305)818-1818 /FACSIMILE(305)888-4746 MEDLEY FL 33178 TYPE OF INSURANCE POLICY NUMBER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE OR NAIC # INSURED Atlas Door & Gate IncEVANSTON 276 W 24TH ST HIALEAH FL 33010 INSURER A: MARKEL INSURANCE CO 38970 INSURER B• INS CO INSURER C: MERCURY INDEMNITY CO OF AMERICA 35378 INSURER D: 09/25/2017 INSURER E• $ $ 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 PERTA N, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.� ITR INSRD TYPE OF INSURANCE POLICY NUMBER DATE (MM/DD V'YY pLI ��p �ry DATEC(MM/DDIYY1T'IW) LIMITS A ❑GENERAL LIABILITY N COMMERCIAL GENERAL LIABILITY ❑ CLAIMS MADE pg OCCUR 3DU8360 09/25/2016 09/25/2017 EACH OCCURRENCE DAMAGE TO RENTED PREMISES (Ea occurrence) $ $ 1,000,000.00 100,000.00 MED EXP (Any one person) $ 5,000.00 PERSONAL & ADV INJURY GENERAL AGGREGATE $ $ 1,000,000.00 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY V PROJECT ❑ LOC PRODUCTS - COMP/OP AGG $ 2,000,000.00 C D ❑ AUTOMOBILE LIABILITY ■ ANY AUTO ALL OWNED AUTOS fti C7 SCHEDULED AUTOS �Ij HIRED AUTOS N NON -OWNED AUTOS m PIP Statutory BA090000006849-1 10/02/2016 10/02/2017 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000.00 BODILY INJURY person) (Per$ BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) $ $ UM 10/20 ❑ GARAGE LIABILITY ■ ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY. AGG $ B ❑ EXCESS / UMBRELLA LIABILITY r, OCCUR ❑ CLAIMS MADE DEDUCTIBLE RETENTION $ XOVA745313 09/25/2016 09/25/2017 EACH OCCURRENCE $ 4,000,000.00 AGGREGATE $ 4,000,000.00 Exess Commercial Schedule Auto $ $ $ WORKERS EMPLOYERS' ANY OFFICER/MEMBER (Mandatory If yes, SPECIAL COMPENSATION AND LIABILITY Y / N WC STATU- OTH- ❑ TORY LIMITS ❑ ER E.L. EACH ACCIDENT $ PROPRIETOR/PARTNER/EXECUTIVE EXCLUDED? In NH) describe under PROVISIONS below E DISEASE - EA EMPLOYEE $ E.L. DISEASE -POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS INSTALLATION OF FENCE & DOORS: 2007 International H377850, 2007 Chev SiIv #74217, 2008 Ford F150 #53264, 2006 Ford F150 #23720 CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL - DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Sergio Fonte ACORD 25 (2009/01) Page 1 of 2 ? 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD -�, • 1 ® AC o CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDIYWY) 4/10/2017(MM THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or 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 SUNZ Insurance Solutions, LLC. ID: (Impact) c/o Impact Staff Leasing, LLC 1315 W Indiantown Road Second Floor Jupiter, FL 33458 NAMEACT Impact Staff Leasing (A/CO No Ext)• 561-743-0065 (N, No): 561-748-3235 E-MAIL ADDRESS: kim@signaturestaffnginc.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: SUNZ Insurance Company 34762 INSURED Impact Staff Leasing, LLC. 1315 W. Indiantown Rd. Second Floor Jupiter FL 33458 INSURER B : INSURERC: INSURERD: $ INSURER E : $ INSURER F : ERTIFICATE 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. ILTR TYPE OF INSURANCE INSD DDL SWVD' POLICY NUMBER SMM/DUBRI D//YYYY) (MM DD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY � EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES (Ea occur ence) $ CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GE 'L AGGREGATE POLICY OTHER: LIMIT APPLIES JE T PER: LOC PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY ^ SCHEDULED AUTOS NON -OWNED AUTOS ONLY COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y/ N OFFICER/MEMBEREXCLUDED? Y (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A WCPE0000004607 8/15/2016 8/15/2017 I STATUTE OTH- ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1 ,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Coverage provided for all leased employees but not subcontractors of: Atlas Door & Gate Inc. Client Effective: 11/20/2013 CANCELLATION 1384 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVENUE MIAMI SHORES FL 33138 I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Glen J Distefano ACORD 25 (2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 35070363 1 Master Certificate I Kim Baumgarten 14/10/2017 1:40:16 PM (PDT) 1 Page 1 of 1 RECEIVED MAY 1 1 2017 C-kr-jk PERMIT #: 1 Miami Shores Village W < a _ - ..". '•••.;,,b VYAT TO COMPLI CE 1H AL1/4L STATE AND COUNTY ULES AND REGULATIONS / •••••••• >- c..........) , APPROVED 70NING DEPT BLDG DEPT • • • .0PM ras..e. WEST ELEVATION 206 ;417110•1'...4. Otaa=0 eft aa-b••••••<M112. AC-00MM Ir. Mt" 111...ms Ar 24' et — - ------- - 4t,h. 11 3/4. OM) ,IVCCO or," EAST ELEVATION 205 • • 1111111• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • .11.•____• • • • -, • _ • • • • • • • • - • • .• 'lb • • • - 0. • _ • • • • • • • • —T 1 •-•24. 5010/1 0111. yr,1-5. 4fr 0.0 • • • • • • • • • 41 *le • II ROOF PLAN ( CONCESSION STAND ) POOrt .10110.10101 10 DI LAA,V4 MI0., API ( Vt. P01000 3.1-40110 11,0041 f 1.0011 rov. ) r• I 0,-0 Of C001101 104.0000 Co 10 0. 0 / 01 C 00.01•170 1/10, P.11,v00 ,1, SOUTH ELEVATJOH • 3/4• 0.13 511/0.0 0, OA. furIN OwAlr I. Us t, i 204 r. 01000300101 11.A., 0 DI0SE0053 1.41.110ANIOVI[SPI WV MM. SOWS 0 OC 01 IC (MU 101.1. 207 NORTH ELEVATION IA 009 tu;lierj;. / = 01000300101 11.A., 0 DI0SE0053 1.41.110ANIOVI[SPI WV MM. SOWS 0 OC 01 IC (MU 101.1. 207 NORTH ELEVATION 18930 SW 128 Ave Miami, Florida, 33177 EDLJARDO LAZQUEZ, P. E Ph. (305) 333 8137 Fax (786)-250-3945 Email: vazquezcruzPatt.net Miami, June 25, 2017 To: MIAMI SHORES VILLAGE BUILDING DEPARTMENT Permit # 17-1308 RESPONSE LETTER BUILDING COMMENTS: 1,2 and 3. New Plan provided with all the required comments. Attached NOA for the Steel Rolling Door # 15- 0731.06. STRUCTURAL COMMENTS: Wind calculations included on package. Truly yours,/f/r Eduardo Vaz• [Tien; P.E. FL L/C 53= '3 JUN 2g2�J17 Ti MMI SHORES \11L GE c ee/Lf.(6 C'ev4t , 2 - IAF F "T24 -K fel ee.1 FL CC s • • • • • • ••••• • . •••• • • 1•• ••• • • ••• .R• •• •• • •• •• fir• ' ,, •• ►i •••• • •• ••• •• •• • • • • • • • •• • • • ••••••• 0 v z/9 OE 102 — � 1 cak/c 2 F c aJ��_(fc i .6.9260Al r % 4 - 514'e ✓, if 1n Ji L 301x3 I MecaWind Pro v2.2.7.5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 6/26/2017 Company Name EVCI ENGINEERING INC Project No.: 2017-39 Designed By : EDUARDO VAZQUEZ, P.E. Address : 18930 SW 128 AVE. City : MIAMI Description NRE DUPLEX RESIDENCE State : FLORIDA Customer Name ATLAS GARAGE DOORS oj cation : File Location: C:\Users\admin\AppData\Roaming\MrcaaNi d\De!fauit:wnd00 BISCAYNE HLVD,MZAMI,FLORIDA Directional Procedure Simplified Diaphragm Buil ding Basic Wind Speed(V) = 175.00 mph ( Ch 27 Part 2) Structural Category = II Exposure Category = C Natural Frequency = 10.00 Hz Flexible Structure Importance Factor = No I.0 Kd Directional Factor 0.85 Alpha 9.50 1 Zg = 900.00 ft At 0 Bt = 1.00 Am = 0.15 Bm 0.65 0.65 Cc 0.20 Epsilon 1 500.00 ft 0.20 Zmin 15.00 ft Pitch of Roof 4 : 12 Slope of Roof(Theta) 18.43 Deg h: Mean Roof Ht 9.52 ft Type of Roof = HIPPED RHt: Ridge Ht = 11.04 ft Eht: Eave Height = 8.00 ft OH: Roof Overhang at Rave= .00 ft Overhead Type Bldg Length Along Ridge = 18.25 ft Bldg Width Across Ridge= OH18.25oftit Length of Hipped Ridge = 0.10 ft Roof Slope on Hip End = 18.53 Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 0.85 Gust Factor Category II Rigid Structures Complete Analysis Zm: 0.6*Ht 15.00 ft lzm: Cc*(33/Zm)''0.167 = 0.23 Lzm: 1*(Zm/33)"Bpsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)'0.63))"0.5 = 0.95 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.90 Gust Factor Category III Rigid Structures - Flexible or Dynamically Sensitive Structures Vhref: V*(5280/3600) = 256.67 ft/s Vzm: Bm*(Zm/33)^Am*Vhref = 147.78 ft/s NF1: NatFreq*Lzm/Vzm = 28.90 Hz Rn: (7.47*NF1)/(1+10.302*NF1)"1.667 = 0.02 Nh: 4.6*NatFreq*Ht/Vzm = 2.96 Nb: 4.6*NatFreq*B/Vzm = 5.68 Nd: 15.4*NatFreq*L/Vzm = 19.02 Rh: 1/Nh-(1/(2*Nh42)*(1-Exp(-2*Nh))) = 0.28 Rb: 1/Nb-(1/(2*Nb"2)*(1-Exp(-2*Nb))) = 0.16 Rd: 1/Nd-(1/(2*Nd^2)*(1-Exp(-2*Nd))) = 0.05 R: ((1/Beta)*Rn*Rh*Rb*(0.53+0.47*RdW0.5 = 0.20 GG: (2*Ln(3600*n1))^0.5+0.577/(2*LN(3600*n1))"0.5 = 4.71 Gust3: 0.925*((1+1.7*lzm*(3.4'2*Q'2+GG"2*R'2)^0.5)/(1+1.7*3.4*lzm))= 0.92 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.92 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z = 1.00 Kzt (0.33*z): Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]"0.5 = 175.00 mph MFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 p All pressures shown are based upon ASD Design, with a Load Factor of 6 \1 i e NWFRB Pressures for Wind Normal to 18.25 ft wall (Normal to Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 1.00 h: Height to top of Windward Wall = 8.00 ft ph: Net Pressure at top of wall (windward + leeward) = 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf pc: Side wall pressure acting away from wall = .54 * ph = -20.90 psf pl: Leeward wall pressure acting away from wall = .38 * ph -14.71 psf pwh: Windward wall press g top acting toward wall = ph-pl = 23.99 psf pw0: Windward wall press & bot acting toward wall = p0-pl = 23.99 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height Lambda: Exposure Adjustment Factor Slope: Roof Slope Zone Load Casel Load Case2 psf psf 9.521 f t 1.000 18.43 Deg Eduardo Va uez, P.E. 18930 SW 128 Ave Miami, Florida 33177 License #53893 JUN 2U2O1 SHO S 1 2 3 4 5 Note: A value ROOF OVERHANG LOADS LOAD CASE 1: Povhl: Overhang Povh3: Overhang LOAD CASE 2: Povhl: Overhang Povh3: Overhang -29.05 -23.48 -36.05 -32.18 -26.37 of '0' indicates (FIGURE 27.6-3): pressure tor zone 1 pressure for zone 3 pressure for zone 1 pressure for zone 3 10.09 -10.30 .00 .00 .00 that the zone/load case is not applicable. -21.79 psf -27.03 psf • 7.57 psf • .00 psf Notes - Normal to Ridge Note (1) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (2) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (3) Area* = Area of the surface projected onto a vertical plane normal to wind. MWFRS Pressures for Wind. Normal to 18.25 ft wall (Along Ridge) WALL L/B: h: ph: p0: PRESSURES PER TABLE 27.6-1 Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir Height to top of Windward Wall Net Pressure at top of wall (windward + leeward) Net Pressure at bottom of wall (windward + leeward) pc: Side wall pressure acting away from wall = .54 * ph pl: Leeward wall pressure acting away from wall = .38 * ph pwh: Windward wall press a top acting toward wall = ph-pl pw0: Windward wall press @ bot acting toward wall = p0-pl ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height Lambda: Exposure Adjustment Factor Slope: Roof Slope Zone Load Casel Load Case2 paf paf • 1.00 • 8.00 ft = 38.70 psf • 38.70 psf -20.90 psf _ -14.71 psf • 23.99 psf • 23.99 psf • 9.521 ft 1.000 = 18.43 Deg 1 -29.05 10.09 2 -23.48 -10.30 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3): LOAD CASE 1: Povhl: Overhang pressure Povh3: Overhang pressure LO*,). CASE 2: Povhl: Overhang pressure Povh3: Overhang pressure for zone 1 for zone 3 for zone 1 for zone 3 -21.79 psf _ -27.03 psf • 7.57VW,t'. JUN 2g n17 \ir ,!_ GE Notes - Along Ridge Note (1) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (2) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (3) Area* = Area of the surface projected onto a vertical plane normal to wind. Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 3.00 ft Description Width ft Span Area ft ft^2 Zone Max GCp Min Max P Min P GCp psf paf ROOF ZONE 1 ROOF ZONE 2 ROOF ZONE 3 10 SQFT OPENING 12.25 12.25 3.00 3.33 12.25 3.00 3.00 3.00 150.1 36.8 9.0 10.0 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V'2*Khcc*Kht*Kd 1 0.30 -0.80 2 0.39 -1.42 3 0.50 -1.70 5 1.00 -1.40 16.29 19.24 23.08 40.05 -33.26 -54.22 -63.81 -53.63 = 0.85 33.94 psf Eduardo Vazq -z, P"E 18930 SW 12: Ave Miami, Florida 33177 License #53893 ael/ Date Company Name : Address City State File Location: MecaWind Pro v2.2.7,5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com 6/26/2017 EVCI ENGINBBRING INC 18930 SW 128 AVE. MIAMI FLORIDA Pro] Location : 10200 BISCAYNE BLVD,MIAMI,FLORIDA C:\Users\adrin\AppData\Roaml.nglMercaWind\n r'ault,wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) Project No.: 2017-39 Designed By : EDUARDO VAZQUEZ, P.E. Description : NRE DUPLEX RESIDENCE Customer Name ATLAS GARAGE DOORS Basic Wind Speed(V) 175.00 mph Structural Category = 11 Natural Frequency = 10.00 Hz Importance Factor 1.00 Alpha = 9.50 At = 0.11 Am = 0.15 Cc = 0.20 Epsilon = 0.20 Pitch of Roof = 4 ,: 12 h: Mean Roof Ht = 9.52 ft RHt: Ridge Ht = 11.04 ft OH: Roof Overhang at Save= .00 ft Bldg Length Along Ridge = 18.25 ft Length of Hipped Ridge 0.10 ft Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof = HIPPED Eht: Eave Height = 8.00 ft Overhead Tyne = OH w/ soffit Bldg Width Across Ridge= 18.25 ft Roof Slope on Hip End = 18.53 Deg = C No 0.65 = 900.00 • 1.00 • 0.65 = 500.00 = 15.00 = 18.43 ft ft ft Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht lzm: Cc*(33/Zm)"0.167 Lzm: 1*(Zm/33)"Epsilon Q: (1/(1+0.63*((B+Ht)/Lzm)"0.63)1"0.5 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.85 = 15.00 = 0.23 • 427.06 0.95 0.90 ft ft Gust Factor Category III Rigid Structures - Flexible or Dynamically Sensitive Structures Vhref: V*(5280/3600) 256.67 ft/s Vzm: Bm*(Zm/33)"Am*Vhref 147.78 ft/s NF1: NatFreq*Lzm/Vzm 28.90 Hz Rn: (7.47*NF1)/(1+10.302*NF1)"1.667 0.02 Nh: 4.6*NatFreq*Ht/Vzm = 2.96 Nb: 4.6*NatFreq*B/Vzm 5.68 Nd: 15.4*NatFreq*L/Vzm 19.02 Rh: 1/Nh-(1/(2*Nh"2)*(1-Exp(-2*Nh))) 0.28 Rb: 1/Nb-(1/(2*Nb"2)*(1-Exp(-2*Nb))) = 0.16 Rd: 1/Nd-(1/(2*Nd"2)*(1-Exp(-2*Nd))) = 0.05 R: ((1/Beta)*Rn*Rh*Rb*(0.53+0.47*Rd))"0.5 0.20 GG: (2*Ln(3600*n1))"0.5+0.577/(2*LN(3600*n1))"0.5 = 4.71 Gust3: 0.925*((1+1.7*lzm*(3.4"2*Q"2+GG"2*R"2)"0.5)/(1+1.7*3.4*lzm))= 0.92 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 0.92 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z Kzt (0.33*z): Topographic factor at elevation 0.33*z Vtopo: Adjust V per Para 27.5.2: V * (Kzt(0.33*z)]"0.5 MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon ASD Design, with a Load 1.00 1.00 • 175.00 mph Factor of .6 MWFRS Pressures for Wind Normal to 18.25 ft wall (Normal to Ridge) WALL L/B: h: ph: p0: pc: pl: pwh: pw0: PRESSURES PER TABLE 27.6-1 Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir Height to top of Windward Wall Net Pressure at top of wall (windward + leeward) Net Pressure at bottom of wall (windward + leeward) Side wall pressure acting away from wall = .54 * ph Leeward wall pressure acting away from wall = .38 * ph Windward wall press 0 top acting toward wall = ph-pl Windward wall press 0 bot acting toward wall = p0-pl ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height Lambda: Exposure Adjustment Factor Slope: Roof Slope Zone Load Casel Load Case2 psf psf • 1.00 = 8.00 ft • 38.70 paf • 38.70 psf -20.90 paf _ -14.71 psf 23.99 psf • 23.99 psf 9.521 ft = 1.000 = 18.43 Deg P Eduardo V zquez, P.Ea 18930 W 128 Ave Miami, Florida 33177 License #53893 1 Lij LLJ Zr- 017 1 -264_05--- 10.09 2 -23.48 -10.30 3 -36_05 .00 4 -32.16 .00 5 -26.37 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3): LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -21.79 psf Povh3: Overhang pressure for zone 3 -27.03 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 = 7.57 psf _ .00 psf Notes - Normal to Ridge Note (1) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (2) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (3) Area* = Area of the surface projected onto a vertical plane normal to wind. DIVERS Pressures for Wind Normal to 18.25 ft wall (Along Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 1.00 h: Height to top of Windward Wall = 8.00 ft ph: Net Pressure at top of wall (windward + leeward) - 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf pa: Side wall pressure acting from .54* »='r' wall ph _ -20.90 psf pl: Leeward wall pressure acting away from wall = .38 * ph = -14.71psf pwh: Windward wall press 61 top acting toward wall = ph-pl = 23.99 psf pw0: Windward wall press 4 = bot acting toward wall AO-Pl = 23.99 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 9.521 ft Lambda: Exposure Adjustment Factor 1.000 Slope: Roof Slope 18.43 Deg Zone Load Casel Load Case2 paf paf 1 -29.05 10.09 2 -23.49 -10.30 3 -36.05 .Q0 4 -32.18 .00 5 -26.37 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3): LOAD CASE 1: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 -21.79 psf -27.03 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 7.57 psf Povh3: Overhang pressure for zone 3 = .00 psf Notes - Along Ridge Note (1) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (2) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (3) Area* = Area of the surface projected onto a vertical plane normal to wind. Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 3.00 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft*2 GCp GCp psf paf ROOF ZONE 1 12.25 12.25 150.1 1 0.30 -0.80 16.29 -33.26 ROOF ZONE 2 12.25 3.00 36.8 2 0.39 -1.42 19.24 -54.22 ROOF ZONE 3 3.00 3.00 9.0 3 0.50 -1.70 23.08 -63.81 10 SQFT OPENING 3.33 3.00 10.0 5 1.00 -1.40 40.05 -53.63 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 33.94 psf b/o//T Eduardo Vazqu'z, P.E. 18930 SW 128 Ave Miami, Florida 33177 License #53893 DEPARTMENT OF REGULATORY AND ECONON BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE N NO Miami Rolling Doors, Corp. 276 W 24 Street Hialeah, FL 33010 SCOPE: I cq-LigiAilgti&AEVI APPROVED W MIAMI-DADE COUNTY RODUCT CONTROL S XTION 11805 SW 26 Street, boom 208 Florida 33.75-2474 F (786) 115-2599 {7!4 \ uwww Tai tidade.cov commnY 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 Mtanil-Dade County ItEtt-rroduct 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 juriadiction. RER reaervee the right to ravatca this aooPpronoik, 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: Model MRD -65 Steel Rolling Door up to 24'- 6 5/8" Wide APPROVAL DOCUMENT: Drawing No. AD10-23, titled "Model MRD -t55 Rolling Door (LMI)", sheets 1 through 4 of 4, dated 09/14/2010, with revision 2 dated 06/26/2015, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, city, state, model/series number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instructionx drawing reference number, approval nutnber (NOA), the applicable test standards, and the statement read `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, OE inner surface of a panel. 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 mauufachirer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA 11 12-0613.02 and consists of this page 1 and evidence page E-1, ae well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI.DADE COUNTY APPROVED i�'P•i11' NOA No. 15-0731. Expiration Date: December 30, 20 0 Approval Date: September 24, 2115 Pa e1 0 47 Miami Rolling Doors, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. AD10-25, titled "Model MRD -65 Rolling Door (LMI)", sheets 1 through 4 of 4, datcd 09/14/2010, with revision 2 dated 06/26/2015, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. B. TESTS "Submitted under NOA # 10-0928.08" I, Test reports on 1) Uniform Static Air Pressure TeM, 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, TAS 202-94 5) Tensile Test per ASTM A370-05, along with installation diagram of Series MRD -65 Garage Doors, prepared by Fenestration Testing Laboratory, Inc, Test Report No. FTL-6223, dated 08/31/2010, signed and sealed by Jorge A. Causo, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis prepared by MCY Engineering, Inc, dated 07/15/2015, signed and sealed by Yiping Wang, P.E. "Submitted under NOA # 10-0928.08" 2. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by MCY Engineering, Inc, dated 09/23/2010, signed and sealed by Yiping Wang, P.R. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5t11 edition (2014) FBC issued by MCY Engineering, Inc, dated 07/15/2015,. signed and sealed by Yiping Wang, P.E. 2. Statement letter of no financial interest issued by MCY Engineering, Inc, dated 07/15/2015, signed and sealed by Yiping Wang, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0731.06 Expiration Date: December 30, 2020 Approval Date: September 24, 2015 E-1 ca 41 O e 0 O 0 0 HOOD - 24 GA. (OPTIONAL) 0 0 0 0 a O 0 u 0 0 STEEL SLIDE BOLTS (LATCHES) AND FASTENERS 4 24' - 6 516" MAX. DOOR WIDTH GENERAL NOTES: TYPICAL ELEVATION - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY V%ITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 5TH EDITION (1014) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). - THE ROLLING UP DOOR HAVE BEEN TESTED AS PER FBC 2014 TPS 201, 202 AND 203 FOR LARGE MISSILE IMPACT. FORCE ENTRY RESISTANCE TEST PER AAMA 1303.5 IN ACCORDANCE WITH CHAPTER 17 OF THE FLORIDA BUILDING CODE 5TH EDITION (2014). - DOOR IMPACTED ON BOTH SIDES AND MAY BE INSTALLED ON TIE INSIDE OR OUTSIDE OF AN EXTERIOR WALL. THE SLATS MAY BE INSTALLEDCONCAVE SIDE FACING OUTSIDE OR INSIDE OF BUILDING - DESIGN LOAD SHALL BE DETERMINED BASED ON BASIC WIND SFEED, BUILDING HEIGHT AND WIND ZONE USING APPLICABLE ASCE 7 STANDARD h f'I 2.113 \.IiLi _AGE 0 0 O 0 o- 0 0 DESIGN LOADS + 65 PSF - /5 PSF Op SECTION - HOOD TO BE 24 GA. ASTM A653 DESIGNATION G - 90 FINISH TYPE COATING. - ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EWBEDMENT TO BASE MATERIAL SHALL BE BEIOND WALL DRESSINGOR STUCCO. - ANCHORING OR LOADINS CONDITIONS NOT SI -OWN IN THESE DETAIL3 ME NOT PART OF THIS APPROVAL. - MATERIALS INCLUDING BUT NOT LIMITED 70 STEEUMETAL SCREWS 1HAT CDME INTO CONTACT WTH OTHER DISSIMILARMATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE 5TH EDITION (2014) SECTION AS /PPLICABLE. - ITSHALL BE THE RESPOJSIBILITY OF THE CONTRACTOR TO VERIFY 7-1AT THE E3JSTING STRUCTURE I5 DESIGNED TO SUPPORT Vx & Vy FORCES ATBOTH JAMBS.: - LLTIMATE LOAD OBTAIPED FROM ASCE 7-10, MJLTIPLY BY 0.6 SHALLJE LESS THAN CR EQUAL TO MAX. DESGN LOAD IN THIS DOCUMENT. THE DESIGN LDADS SHOWN II THIS DOCUMENT AREALLOWABLE DESIGN LOADS. pRoutpritanso Anima No -Jt'13.06 DY ho3m AMAX I MI4Daf :BOI.RBr SLOSOAcREGIFIA c.A 14. ?BP'? '�rrrr! JI 17 2Di5 F N s WTI I 4N NOM, IL 33? U -l04 AU10-25 SHIT 1 of 4 CONCR EDGE DIST. pJ6NCRETE EDGE DIST. -- TYPICAL ANCHOR SEE CHART ON SHEET 3 1/2' )AB WITH WASHER & NUT S' FROM BOTTOM, L1 12' O.G. TYP. rummy / 1L keotg 116,0 OPTIONAL INTERIDR OR EXTERIOR OR O I I !~ - ERT jA1 SEF CHART ON SN 3 `II� 1 © BLPTYP Y r QC. TYP. STEEL MEMBER TYPCALANCHCR j i , w.' iii AM!" 00/ F D) y1 orAmoiIg OPTIONAL 1/2' MB WITH WASHER & NUT 6' FROM BOTTOM. 12' O.C. TIP. 0 TL T D 3" DOOR WIDTH INTEROR OR EXT A) OR 3" • R 3' TYPI ANCHOR SEE ON BHEBT3 1/8 x 2' CONT. FLAT STEEL BAR EACH 810E --, 1/4 x 314' CARRIAGE BOLT STOP BAR EACH SCE WITH HUTS 8112'O.C. 2 M 1l8' STEEL 1*LONG®17 O.C. C> BOTTOM BAR DETAIL --(I' LONG VVV STEEL MEMBER ��1MINNNNIa NNW IBMs //% SEE CHART ON SHEET 3 %f� 0 SUP TYP %11,0 epi V �! SOOR WIDTH C► Ar JUNLi ff;',1 [TAM', SHORES VILLAGE OPTIONAL YONG` WANG; P.E . FLOLDA-REo6TRA11nN .. x'&24 s ' CAN. 28617 9 z 1 3G OEy N Si Si WPI ZD 0 z2 P,Egoi 1n,, E 3 z OC 2 8 2 DATE 0144-10 SCALE AS DOTED mua OL P401[CI ICT 16-101 0000 00. ADD -25 SHEB' 2 of 4 U15' TYPICAL ANCHORS @ JAMB: (SEE CHART FOR SPACING) TYPE A 1/2' DIA. kWIK BOLT 3 ANCHOR BY 'HILTI' DIRECTLY INTO fc'�i000 PSI ORfc'"4000 PSI CONCRETE, 4' MIN EMBED, MIN EDGE 6.5' 0J MOUNTING 1 MIN EDGE 5' © MOUNTING 2 TYPE B 5/8" DIA. KWIK BOLTS BY 'HILT!' DIRECTLY INTO fc'=6000 PSI OR fc'=4000 PSI CONCRETE 51/2' MIN, EMBED MIN EDGE 6.5' ® MOUNTING 1 MIN EDGE 5"0) MOUNTING 2 '.0 C) G TYPE C. 1/2 DIA. MACHINE BOLTS (MIN. GRADE 2 CRS) W/ WASHER & NUTS INTO STEEL 1/4" MIN. THICK STEEL : Fy =38 KSI MIN. TYPE D. TYPE E. 3/16' MELDS ELECTRODE E70 5/8" DA. MACHINE BOLTS (MIN.GRADE 2 CRS) W/ WASHER & NUTS INTO STEEL 1/4' MIN. THICK STEEL : Fy = 38 KSI MIN. 3/16" o 1" WELD AT EACH SIDE OF STEEL ANGLE h ,Iii cI C(rvR�•ji�"/�1y VILLAGE IE:1E 1_ri Cis'! LES if ILS.AGE so* NAND. ,PE:. • FLCNb9: kEGISTRAT9N Mull-DIADE COUNTY E DATE 03-14-10 SCALE 43 NOTED DUDS 84 P3O1C7 403 10-01" •110240 In AD10-25 SQEST 3 of 4 ANCHOR SPACING (INCHES) MAXIMUM DESIGN _DAO (PSF) DOOR WIDTH (FT) DESIGN SLIP IN (IN) Vx (LBfFT) (LB/FT) MOUNTING 1 MOUNTING 2 MOUNTING 3 MOUNTING 4 1/2" 0 KWIK DOLT 5/8" 0 KWIK BOLT 1/2" 0 KWIK BOLT 518" 0 KWIK BOLT 1/2' MACHINE BOLT GRADE 2 5/8" MACHINE BOLT GRADE 2 316 X 1" WELD (d = 8000 PSI Id= 4000 PSI fd = 8000 PSI Ed =4000 PSI fc' • 6000 PSI id • 4000 PS re • 8000 PS! fd = 40)0 PSI lli• ` 9' 0.1 1118 281 8.000 5.000 6.000 8000 8.000 8.500 8.000 8.000 8,000 8.000 12.000 f/ t55 13' i 1888 971 8.000 8.000 8.000 8000 5.750 4.500 8.000 8.375 7.600 8.000 12.000 17' i 1980 481 8.000 1.250 8.000 8000 4.875 7.000 5.375 6.750 7.750 10,250 21' } 2293 591 8.000 6250 8.000 8000 4.000- 6.000 4.500 5.750 8,500 8.250 24/'/- 6 518" 1 2559 889 7.500 5.600 8.000 8000- .5.376 4.000 5.000 5.875 7.625 t 85 / 9' 0.1 1427 309 8,000 6.000 8.000 ' 8000 6.500 6.250 .8.000 7.500 5.000 8.000 12.000 /{ 13' i 2007 439 6.000 6.760 8.000 8.000 4.600 .6.600 5.371 8.500 8.000 10.000 1T # 2325 689 7.600 6.760 8.000 7250 4.000 • 5.600 4.500 5.500 8.000 8,600 21' 2702 699 6.500 4.876 8.000 6260- 4.750 4.00) 4.750 7.500 7250 24' - 65/8" 1 3005 814 5.750 4.376 7.000 5500- 4.250 - 4.375 6.260 6.500 TYPICAL ANCHORS @ JAMB: (SEE CHART FOR SPACING) TYPE A 1/2' DIA. kWIK BOLT 3 ANCHOR BY 'HILTI' DIRECTLY INTO fc'�i000 PSI ORfc'"4000 PSI CONCRETE, 4' MIN EMBED, MIN EDGE 6.5' 0J MOUNTING 1 MIN EDGE 5' © MOUNTING 2 TYPE B 5/8" DIA. KWIK BOLTS BY 'HILT!' DIRECTLY INTO fc'=6000 PSI OR fc'=4000 PSI CONCRETE 51/2' MIN, EMBED MIN EDGE 6.5' ® MOUNTING 1 MIN EDGE 5"0) MOUNTING 2 '.0 C) G TYPE C. 1/2 DIA. MACHINE BOLTS (MIN. GRADE 2 CRS) W/ WASHER & NUTS INTO STEEL 1/4" MIN. THICK STEEL : Fy =38 KSI MIN. TYPE D. TYPE E. 3/16' MELDS ELECTRODE E70 5/8" DA. MACHINE BOLTS (MIN.GRADE 2 CRS) W/ WASHER & NUTS INTO STEEL 1/4' MIN. THICK STEEL : Fy = 38 KSI MIN. 3/16" o 1" WELD AT EACH SIDE OF STEEL ANGLE h ,Iii cI C(rvR�•ji�"/�1y VILLAGE IE:1E 1_ri Cis'! LES if ILS.AGE so* NAND. ,PE:. • FLCNb9: kEGISTRAT9N Mull-DIADE COUNTY E DATE 03-14-10 SCALE 43 NOTED DUDS 84 P3O1C7 403 10-01" •110240 In AD10-25 SQEST 3 of 4 D DJ, 1.. ONTO --�--'�-�-1 li II El. 013TAME _ EOM DISTM10E II r Rpm. iiff ` I lli• ` �i•,"�. ilI i �.,1 .... 1 .i • I� ,i ITr J III 1 Vx MOUNTING OPTION 1 MOUNTING OPTION 3 MOINTINO OPTION' MOUNTING OPTION 2 TYPICAL ANCHORS @ JAMB: (SEE CHART FOR SPACING) TYPE A 1/2' DIA. kWIK BOLT 3 ANCHOR BY 'HILTI' DIRECTLY INTO fc'�i000 PSI ORfc'"4000 PSI CONCRETE, 4' MIN EMBED, MIN EDGE 6.5' 0J MOUNTING 1 MIN EDGE 5' © MOUNTING 2 TYPE B 5/8" DIA. KWIK BOLTS BY 'HILT!' DIRECTLY INTO fc'=6000 PSI OR fc'=4000 PSI CONCRETE 51/2' MIN, EMBED MIN EDGE 6.5' ® MOUNTING 1 MIN EDGE 5"0) MOUNTING 2 '.0 C) G TYPE C. 1/2 DIA. MACHINE BOLTS (MIN. GRADE 2 CRS) W/ WASHER & NUTS INTO STEEL 1/4" MIN. THICK STEEL : Fy =38 KSI MIN. TYPE D. TYPE E. 3/16' MELDS ELECTRODE E70 5/8" DA. MACHINE BOLTS (MIN.GRADE 2 CRS) W/ WASHER & NUTS INTO STEEL 1/4' MIN. THICK STEEL : Fy = 38 KSI MIN. 3/16" o 1" WELD AT EACH SIDE OF STEEL ANGLE h ,Iii cI C(rvR�•ji�"/�1y VILLAGE IE:1E 1_ri Cis'! LES if ILS.AGE so* NAND. ,PE:. • FLCNb9: kEGISTRAT9N Mull-DIADE COUNTY E DATE 03-14-10 SCALE 43 NOTED DUDS 84 P3O1C7 403 10-01" •110240 In AD10-25 SQEST 3 of 4 0,i FLAT SLATE ITEM # .76' a .700' PROFILE DESCRIPTION MATERIAL O INSULATED A II.75• \ —. 1 .700' FLAT LiN ti SLAT PROFILE \A� 22 GA 22 GA d - 6.876; Q / OPTIONAL NOA 11-0828.07IF NEEDED FOR INSULATION OR FIRE PROTECTION PORPOSES C V . Ste' 1 JJ,_,�� 0.250' 3 x 3x 1!4' STE EL ANGLE 0 2PER FRAME 2.500' i 1.375' 3.250' E COWINDLOCKS 11 GA STEEL ABTA A313 MIN. __._ F 2PER FRAME 2x 3 x 3/1R STEEL ANGLE OAI. tSTS' 1 AS READ, 1 3.000' STEEL SAE GRADE 2 MIN. 5' FROM BOTTOM AND12' O.C. v A 2 G 2 x 3 x 3/16' STEEL ANGLE p 3W x 314' CONTINUOTS SOLID ETSEL WINDBAR 3.000 j C3 x 4 x 114' STEEL ANGLE E 3 AS RECD. , JUN 2 u I�J1 ',VitAlVit SHORES VILLAGE BILL OF MATERIALS ITEM # QTY. DESCRIPTION MATERIAL MANUFACTURER/REMARKS A AS RECO 22GA(0.016')FLAT SLAT GALVANIZED STEEL OR STAINLESS STEEL ASTM A853 Fy= 50 KSI OR STAINLESS STEELAISI 904 Fy = 50KS1. MIAMI ROLLING DOORS, CORP 8 AS RECD INSULATED FLAT SLAT EXPANDED POLYSTYRENE OPTIONAL NOA 11-0828.07IF NEEDED FOR INSULATION OR FIRE PROTECTION PORPOSES C EVERY Oi VER SLA 11 GAWNOLOCKS PLATE")STEEL ASTM A38 MIN. MIAMI ROLLINSDOORS, CORP. 0 2PER FRAME 3x 3 x 14PSTEEL ANGLE STEEL ASTM A38 MIN. E 2PER FRAME 3x4x114"STEEL ANGLE STEEL ABTA A313 MIN. __._ F 2PER FRAME 2x 3 x 3/1R STEEL ANGLE STEEL ASTM A38 MIN. 1 AS READ, 1/Tx 1 112'MISEMBLY EOLT STEEL SAE GRADE 2 MIN. 5' FROM BOTTOM AND12' O.C. v A 2 AS REOD. 3W x 314' CONTINUOTS SOLID ETSEL WINDBAR STEEL ASTM A35 MIN. 3118' x I' WELDED TO TRACK EACH BIDE 011 OS/ 3 AS RECD. 1/2'1114'CONTINLIOIIS SOLID STEEL WINODAR STEEL ASTM 438 MIN. 31143'x P WELDED TO TRACK EACH SIDE 0170.0. 0 0 (2) 1!4'STEEL RIVETS PER 9NOLOCK NSI 100 STEEL Fy • 37000 PSI INTERLOCKING SLATS W/ WINDLOCI'S EVERY OTHER SLAT "'11: PKODUa UMW gip ompilop NISieN4Ete8g104, Insh Aooep Ne &-• 3.06 Y�C6JYfy:• igt firm MW.-0A0E COUNTY FLGICA • KECESEKATIQN.� PE /559IR3 .C.&N. .28677 1 O 2 3 0 O s: � a NMI 1m. ADD -25 91100 4 of 4 JiQ' . 7 'zol5 O O O STEP 5 CHECK BOTH LEFT AND RIGHT WALL SURFACES, AND SURFACE AT THE HEAD (ABOVE OPENING)TO ASCERTAIN THAT ALL THREE SURFACES ARE IN LINE AND NO OBJECTS OBSTRUCT THE PROPER INSTALLATION OF : A- WALL ANGLES B- SPRING ASSEMBLY C- THE TRAVEL OF THE CURTAIN. STEP 6 ARE GUIDES YOU RECEIVED SUITABLE FOR THE JAMBS? Guides on Between Jambs TUBE 0 • • TUBE •' • • •�• • . • • • • ••• • • • • •• • •• • • • •• • • • • • • • • •i • •• • • • • • • • •• • • ••I• �• •••• O •• ■ ■ • • • INSTALLATION INSTRUCTIONS- Page 4 • • • • •• • ••• • •