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RF-15-2758 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-247814 Permit Number: RF-10-15-2758 Scheduled Inspection Date: November 20, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: COX, RONALD Work Classification: Flat Job Address: 126 NE 108 Street Miami Shores, FL Phone Number Parcel Number 1121360090060 Project: <NONE> Contractor: DALEY ROOFING INC Phone: (305)754-9892 Building Department Comments RE-ROOF FLAT ROOF Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-247617. Need permit and inspection for gas Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 19, 2015 For Inspections please call: (305)762-4949 Page 16 of 28 ..\f10 / 9 ftl '1 5 11 Z.5+° lt" Miami Shores Village 10050 N.E.2nd Avenue NE fasr�rr Matt Miami Shores, FL 33138-0000 r �y Phone: (305)795-2204 ...., � Expiration: 05/02/2016 Project Address Parcel Number Applicant 126 NE 108 Street 1121360090060 Miami Shores, FL Block: Lot: RONALD COX Owner Information Address Phone Cell RONALD COX 126 NE 108 ST MIAMI SHORES FL 33161-7038 Contractor(s) Phone Cell Phone Valuation: $ 3,200.00 DALEY ROOFING INC (305)754-9892 o. Total Sq Feet: 528 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF FLAT ROOF Inspection Type: Classification:Residential Tin Cap Scanning:3 Final Roof Roof in Progress Renailing Affidavit Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# RF-10-15-57593 DBPR Fee $3.75 DCA Fee $3.75 10/28/2015 Check#:2584 $50.00 $222.90 Education Surcharge $0.80 11/04/2015 Check#:2587 $222.90 $0.00 Permit Fee-New Roof $250.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $272.90 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 fore . information is accurate and that all work will be done in compliance with all applicable laws regulating construction ning. Futher e, I a rite the ove- ed contractor to do the work stated. November 04, 2015 Authorized Signature:Owner / pplicant / Cefitractor / Agent Date Building Department Copy November 04,2015 1 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 i- FBC20 _ BUILDING Master Permit No. - � `- � ' {- PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ELECTRIC ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL F—IPLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami ShoresCounty: Miami Dade Zia• Folio/Parcel#: k'zo& /X I—00&D Is the Building Historically Designated:Yes NO i Occupancy Type: Load: - Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 'oeo 1✓I t'o 66 Phone#; 6,6T ;'iy Address: City: /dm l J9t), cs State: r-6- Zip: /tD Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: '/ 1/C.-- Phone#:'Bos- 7D, Address: ��7 G /0-6 y'� City:. luly9l"/ S/A�W_� State: 00.61. Zip: 45.x/ Qualifier Name: � !1l/ �z/-� Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ go?0 0 Square/Linear Footage of Work: J�9 Type of Work: ❑ Addition ❑ Alteration ❑ New � Repair/Replace ❑ Demolition Description of Work: �/���i,� A'a!-� /a�d� Specify color of color thru tile._ Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR"�° Notary$ Technology Fee$ Training/Education Fee$ Doublefee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ? (Revised02/24/2014) Bonding Company's Name(if applicable) da , Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address 170 City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 ��v Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ell day of OC.kO h c/ 20 byday o-fT- O 6 ,e 20 t by W CJ who is personally known to ='t I( ..' t% 1who is personally known to me or who has produced .F< < -L as me or who has produces-A- 'DC-\K-e� (AU- �k as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: SigSign: Print: FI 00 C Print: a4 e No;a � ry ublic State of Florida Seal: Seal: 4 VY P -- Sindia Alvarez o',Pa "�e' MARIE FI:,Gtuj '� oQ�i MY Comr�ission PF 156750 oFf� Expires 09'03;2018 Notary Public-OFCommsion APPROVED B Plans Examiner ' Zoning Structural Review Clerk (Revised02/24/2014) 10/24/2015 Property Search Application-Miami-Dade County �y d i Address Owner Name Folio SEARCH: ronald Cox C t PROPERTY INFORMATION Folio: 11-2136-009-0060 Sub-Division: DUNNING MIAMI SHORES EXT NO 5 Property Address 126 NE 108 ST Miami Shores ,FL 33161-7038 Owner RONALD W COX&W LAURA L RAMPEY Mailing Address 126 NE 108 ST MIAMI SHORES, FL 33161-7038 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 211 /0 http:/lwww.miamidade.gov/propertysearch##/ 1/8 10/24/2015 Property Search Application-Miami-Dade County Featured Online Tools Comparable Sales Glossary Non-Ad Valorem Assessments PA Additional Online Tools Property Record Cards Property Search Help Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice View Taxes ASSESSMENT INFORMATION Year 2015 2014 2013 Land Value $164,822 $155,872 $88,004 Building Value $105,514 $102,785 $102,785 Extra Feature Value $835 $845 $855 Market Value $271,171 $259,502 $191,644 Assessed Value $140,454 $139,340 $137,281 TAXABLE VALUE INFORMATION 2015 2014 2013 COUNTY Exemption Value $50,000 $50,000 $50,000 Taxable Value $90,454 $89,340 $87,281 SCHOOL BOARD Exemption Value $25,000 $25,000 $25,000 Taxable Value $115,454 $114,340 $112,281 CITY Exemption Value $50,000 $50,000 $50,000 Taxable Value $90,454 $89,340 $87,281 REGIONAL Exemption Value $50,000 $50,000 $50,000 http://www.miamidade.g(yv/prqxwtysewchW 3/8 KEN LAWSON, SECRETARY RICK SCOTT,GOVERNOR STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CCCO57190 ... The ROOFING CONTRACTOR M Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 oa DALEY, DANIEL P DALEY ROOFING INC 78 NE 106TH S'TRE7 .. 138 MIAMI SHORES,-- ISSUED: HORESISSUED: 09/08/2014 DISPLAY AS REQUIRED BY LAW SEQ# L140908�000607 000590 Local Business Tax Receipt Miami-Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 3311610 f I BUSti11ESSNAME&OCATION RECEIPT' ' NO. ' DAM r�oo�rNG INC R�wAI EXPIRES 78 NE 106 sr3449899 SEPTEMBER 30, 2016 MIAMI 106 ST FL 33138 Must be displayed at place of business Pursuant to County Cade Chapter 8A-Art.9'&10 OWNER SEC.TYPE OF BUSINESS DALEY RING INC 196 SPECIALTY BUILDING CONTRACTOR PAYMENT COLLECTOR BY TAX COLLECTOR Wbtker(s) 1 CCCO57190 $45.00 08/14/2015 FPPU11-15-008713 This Local Business Tax Receipt only eapfirms Payment at Me Local Business Tax,The Receipt is not a license, permit,or a certification of the hoWW%qualificatious,to do business. Holderonum comply with any governmental or nongovernmental regulatory laws ad requirements which apply to the bmsiaess The RECEIPT N0.above must be dhgdnyW on all commercial vehicles-MiamwWo Cads Sac ga-276, For more hdwrmation,visit' ACO® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 10282015 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 be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorse nerrL A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsem s. PRODUCER CONTACT Noel Brown A0325M Brown Insurance Inc. PHONE 941-493-18 FAX No): 941-497-6325 1872 Tamiami Trail S. E-MAIL , noel@brownins.net Suite G INSURERS AFFORDING COVERAGE NAIC# Venice FL 34293 INSURER A: WESTERN WORLD INSURANCE CO 13196 INSURED INSURER 8: DALEY ROOFING INC INSURER C 78 NE 106 ST STREET INSURER 0: INSURER E.- MIAMI :MIAMI SHORES FL 33138 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD MDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR COND17ION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR NSR TYPE OF INSURANCE POLICY NUMBER POLICY EFF POLICY� LIMITS X COMMERCIAL GENERAL LIABILITY 500000 EACH OCCURRENCE _ CLAIMS-MADE X OCCUR PREMISES(Ea oc $ 100,004 MED EXP(Any oneperson) $ 5,000 A PGPO789511 06/192015 06/19/2016 PERSONAL&ADV INJURY 500,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 1,cw= X POLICY �JJEECT LOC PRODUCTS-COMP/OPAGG 1,0W,W0 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident) $ AUTOS AUTOS ( � NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS MADE AGGREGATE $ DED I I RETENTION$ $ -- ORKERS COMPENSATION I PTERTT, I I OTH- D EMPLOYERS'LIABILITY Y/N LNY1,PROPRIETOR/PARTNER/EXECUTIVEiCERlA9EMBER EXCLUDED? N/A E.L.EACH ACCIDENTdatory in NH) E.L.DISEASE-EA EMPLOYEE s,describeundeCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more apace is required) ROOFING CONTRACTOR STATE OF FLORIDA.DANIEL DALEY LICENSE#CCCO57190 RTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave AUTHORIZED REPRESENTATIVE Miami Shores FL 33138.2304 Noel crown A032583/ Er--- m 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD *11 JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 7/21/2015 EXPIRATION DATE: 7/20/2017 PERSON: DALEY DANIEL P FEIN: 650491667 BUSINESS NAME AND ADDRESS: DALEY ROOFING INC 78 NE 106 STREET MIAMI SHORES FL 33138 SCOPES OF BUSINESS OR TRADE: LICENSED ROOFING CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt..,apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(l 3),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shalt revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 DALEY ROOFING INC 78 NE 106 STREET MIAMI SHORES, FL 33138 305-754-9892 daleyroofing@yahoo.com October 28, 2015 State of GO0,Z0 I) County of QAQe Before me this day personally appeared Daniel Daley who, being duly sworn, deposes and says: I will be the only person working on the project at 126 NE 108 Street, Miami Shores, FL 33161 Sworn to ( or affirmed ) and subscribed before me this=day of Ceb; , 2015 by Personally know OR Produced Identification Z(9 b Type of Identification Produced [,Of Pve,, Notary Public State of Florida Sindia Alvarez My Cor»mission FF 156750pf�o� Expires 09/0312018 4 Print,Type or Stamp Name of Notary ORES JAC.1932 S Miami shores Villa J 9e tvrEs Building Department LORN 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption ism Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. 4P A Signature: Plov� �. fe O;v6er State of Florida County of Miami-Dade The foregoing was acknowledge before me this O91 day of 20 B A q W . who is personally known to me or has produced as identification. Notary: SEAL: ARIE FIGUEROA • Not v Put 4 Not ot y Public-State of Florida My Comm,Expires Mar 3,2017 Gemmission# EE ?9464 Miami Shores Village food must" Building Department 10050 N.E.2nd Avenue Rmp► Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building DepartmentDate: fie' X7/1 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: 1Z�0A11W__0 i✓U,t Property Address: l© /LC & Roofing Permit Number: Dear Building Official: I— 4A certify that I am not required to retrofit the roof to wall connections of my build! because: dA he just valuation for the structure for purpose of adv I 1 PrP valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC)or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) L'�r• Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me th' day of 0c N*,-o h cv- MARIE FIGUEROA Notary public-State of Florida Notary Public, Sate of Florida at Larg c Air My Comm.Expires Mar 3,2017 �•;�;�; ��� Commission#EE 879464 • When the just valuation of the structure for purpose of ad valorem tion is equal to or more than$300,000.00,and the building was not constructed with B nor a 1 SFBC.Then you must provide a buildkV application from a General Cont ractor for the Roof to WaN connection Hurricane Mitigation. - fl i� ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 2 84' Florida Buii ode 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form. ! 1 Section A(General Information) ! j t N Process No. 1 Contractor's Name_ +✓��� �`�``/ �'"� �1v G' 1 1 Job Address n 1 5 r , 33ka I ! 1 ROOF CATEGORY 1 4YLow Slope C7 Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles ! 0 Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 ! 13 Prescriptive BUR-RAS 150 1 ROOF TYPE /� ! ❑ New roof El Repair 13 Maintenance b---Reroofing ❑ Recovering ! ROOF SYSTEM INFORMATION Low Slope Roof Area(SF)_S'�iit Steep Sloped Roof AREA(SSF) Total(SF),52-0 ! 1 Section 8 (Roof Plan) ! Sketch Roof Plan; Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. 1 1 ! ! 1 ! !t j •• •• • •• •.•.�� r c ' FLORIDA BUILDING CODE—BUILDING,6th EDITION(2014) 15.37 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezcr Palacio on ion 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. . . . . . . . . . . ... . . . . ... . . ... . .. 000 000 . . :0 .. . . . . . . . . . . . 000. ... ... . . ... . . . 000 . . . ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section C(Low Slope Application) Top Ply Fastener/ onding Ma ri L e f Fill in specific roof assembly components and identifyf 1 manufacturer f (if a component is not used, identify as"NA" Surfacing: f f1 System Manufacture r � Fastener Spacing for Anchor/Base Sheet Attachment: achment: i1 Field:29—,,oc @ Lap,#Rows @ „oc /�1 t 1 Product Approval No.: / 7 ���� Perimeter:&"oc @ Lap,#Rows @�p "oc 1 f Design Wind Pressures, From RAS 128 or Calculations: Corner:__6_19"oc @ Lap,#Rows 474 @(D "oc 1 f Number of Fasteners Per Insulatio Board: 1 1 /V�/ f Max.design Pressure,from the specific product Field Perimeter Corner ( approval system: Illustrate Components Noted and Details as Applicable: f 1 Deck: Woodblocking, Gutter, Edge Termination, Stripping, 1 1 / Continuous Cleat, Cant Strip,Base Flashing, Coungterf►ashing, 1 1 Type: Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base 1 1 Gauge/Thickness: Flashing, Component Material, Material Thickness, Fastener 1 f Slope: AType, Fastener Spacing or Submit Manufacturers Details that 1 1Comply with RAS 111 and Chapter 16, 1 1 Anchor/Base Sheet&No.of Ply(s): 1 � f f Anchor/Base Sheet Fastener/Bonding Mater i I: 1 1 ��✓ 0� O FT. Insulation Base Layer: IJA 1 - f 1 Base Insulation Size and Thickness: Parapet f Height 1 Base Insulation Fastener/Bonding Material: 1 IY75FT.j n 1 Top Insulation Layer: L,/ � la j f 1 Tap Insulation Size and Thickness: ••• 1 — ••� • W;n •�.•.• f Top Insulation Fastener/Bonding Material:A/ f400f Base Sheet(s)&No.of Ply(s): 7.� ��IIV *00 0 00/�.]/y��}� /� n ••• •• �•'• \t J) f Base e Sheet Fastener/Bonding MaterIai: (0 •••• •• • ••• ` Ply Sheet(s)&No.of Ply(s):_ ` 4l ;•• ;• •�•••• Ply Sheet Fastener/Bonding Material: • • •o* • f . Top Ply: 9'Z2/'C!iW I f 15.38 FLORIDA BUILDING CODE--BUILDING,5th EDITION(2014) I A l E f f f Copyright to,or licensed by,PCC(ALL RIGHTS RESERVED);accessed by Eiiezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. SHpRES n.� p�6it SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2• Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4• &'�- Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6• �Overfiow scuppers (wail outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and 84413. Owner/Agent's Si nature Date Contractor Signature Dat Property Address Permit Number • •6•••6 Revised on 7/9/2009 LD;07/01/2015; •••••• • • ,... 00 0 0 • 6 • • • 00 00 00 0 0000•• 6.0.0• 0 • • • • • 0000•• 06000• • • • •0060• 0. 00 0 ••• • • • • • .. •.• .• • • • •f • •. • • . • s.• • a t MIAMI-DiADE MIAMI-DADE COUNTY UAWAUM PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miantidade.gov/economy GAF 1361 Alps Road Wayne,NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: : GAF Ruberoie Modified Bitumen Roof System for Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failu�ato►Z�omply�••• • 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• torida, Ad Vollowed" by the expiration date may be displayed in advertising literature. If any portion of the NQA is diwaye'd, then••"; it shall be done in its entirety. **Soo* : 6660 ..... INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacwr or itl Edi habutors o 0 0 0 and shall be available for inspection at the job site at the request of the Building Officodl: � •� This NOA renews and revises NOA No. 13-0424.14 and consists of pages i through 29. .• ;•••'• . . The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 14-0611.01 MtiAM PDADE COUNTY Expiration Date: 11/06/15 • �, Approval Date: 11/06/14 Page 1 of 29 4 t Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutT.Fire Barrier Coating,VersaShieldo Fire-Resistant Roof Deck (optional) Protection or SecurocV Gypsum-Fiber Roof Board. Base sheet: GAFGLAS#80 UltimaT`"Base Sheet,GAFGLAS'Stratavene Eliminator'" Nailable Venting Base Sheet,Ruberoid®Mop Smooth, Ruberoid'20, Ruberoid' SBS Heat-WeIC Smooth or Ruberoid'SBS Heat-Weld' 25 mechanically fastened to deck as described below; Fastening GAFGLAS®Ply 4, GAFGLAS®FlexPlyT"'6,GAFGLAS®#75 Base Sheet or any Options: of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure—45 psf.See General Limitation #7) GAFGLAS®Ply 4, GAFGLAS FlexPly"6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-TecT"'#12 Fastener,Drill-TecT"' #14 Fastener or Drill-Tec".XHD Fastener and Drill-Tec T.3" Steel Plate,Drill- Tec" AecuTrace Flat Plate or Dri11-Tec""'AccuTraco Recessed Plate installed 12"o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf.See General Limitation #7) GAFGLAS®F1exPl.yT"'6,GAFGLAS'#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c.at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—52.5 psf.See General Limitation#7) GAFGLAS®#80 Ultima"'"Base Sheets,Ruberoie 20,Ruberoid'Mop gmoojh, base sheet attached to deck with approved annular ring shank nails and faM'!41s at ...... a fastener spacing of 9" o.c. at the 4"lap staggered and in ao9roW*s 9" o.er itt the •• field. ...... .... ...... (Maximum Design Pressure—40 psf.See General Limitation V :....: GAFGLAS#75 Base Sheet or any of above base sheets attabhEd to dedk vAth Drill-Tec'#12 Fastener,Drill-Tec"'#14 Fastener or Drill-'ree'hICHD Fastener •• and Drill-Tec 3"Steel Plate,Drill-Tec" AccuTrace Flat Pl�t,�,- Drill-Te'% • AccuTrac Recessed Plate installed 12"o.c. in 4 rows. Ond rode is in the 2"side ....:. lap. The other rows are equally spaced approximately 9"o.r.. iq the fief.WNe ;• • sheet. •• a • ••• • (Maximum Design Pressure—60 psf.See General Limitation #7) •• • NOA No.: 14-0611.01 MUkWDADE COUNTY Expiration Date: 11/06/15 rju ' ' Approval Date: 11/06/14 Page 27 of 29 Fastening Any of above base sheets attached to deck approved annular ring shank nails and Options: 3"inverted Drill-TecT insulation plates at a fastener spacing of 9" o.c. at the 4" (Continued) lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf. See General Limitation #7) GAFGLAS*#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec"#12 Fastener,Drill-TecT #14 Fastener or Drill-Tec T"'XHD Fastener and Drill-Tec"'3" Steel Plate,Drill-TecT AccuTrac®Flat Plate or Drill-TecT"' AccuTrace Recessed Plate installed 8"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—75 psf.See General Limitation#7) Ply Sheet: (Optional except over Ruberoid®Mop Smooth,Ruberoid®20,Ruberoid®SBS Heat-WeldSmooth or Ruberoid'SBS Heat-Weld's 25)One or more plies GAFGLAS®Ply 4 or GAFGLAS"'FIexPlj 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Ruberoid'Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of Ruberoid Torch Smooth,Ruberoid®Torch Granule,RoofMatch"' APP Modified Granular,Ruberoid EnergyCapT"Torch Granule FR,Ruberoid® EnergyCapT" Torch Plus FR, or Ruberoid'Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid'SBS Heat-WeIC Plus,Ruberoid®SBS Heat- WeldT"'Plus FR,Ruberoid® SBS Heat-Weld'4 170 FR,Ruberoid'EnergyCapT"' SBS Heat-WeIC Plus FR, Ruberoid® SBS Heat-Weld"Granule,Ruberoid®SBS Heat-WeIC Smooth and Ruberoid®SBS Heat-WeldT"'25 applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq.respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCapm BUR Minev,1..;. Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied.wathin the EVT .. . .... range and at a rate of 20-401bs./sq. • 00000. 0000 0000.. 3. Topcoat®Elastomeric Roofing Membrane, Topcoat®MB Plus(to be used:*.a primer with Topcoat'Elastomeric Roofing Membrane)or Topcoat®Surface Seal SB applied ab i to-1.5 :•••• gal./sq. 0000 .. 0000. Maximum Design .•'••' '••'•' •••••• Pressure: See Fastening Options • 0000.. . . . . .0000. 00 0000.. 0 0 .0000. 00 . . ... NOA No.: 14-0611.01 MIAM4DADE COUNTY Expiration Date: 11/06/15 1 ''' • Approval Date: 11/06/14 Page 28 of 29 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPly ' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/o" DensDeck® Roof Board or '/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24"o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below 275 lb£ insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared, signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated aa. . compliance with Roofing Application Standard RAS 117.Calculations prepare4%9igped afiq�j#led •••• • by a Florida registered Professional Engineer,Registered Architect,or RegisterCdagof CdWsultInt 6060:0 (When this limitation is specifically referred within this NOA,General Limitation#9 will not • 6666.. be applicable.) •••• •• • 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termntion dtsi�is 0':0 6. shall conform to Roofing Application Standard RAS 111 and applicable wind Toed 0*e uir 0 1St r 09000 g pp PP .. .F q �j $ •6666. 9. The maximum designed pressure limitation listed shall be applicable to all roof4 re.%sure zones,(i.e. field,perimeters,and corners).Neither rational analysis,nor extrapolation shall bepermitted for 00.0.9 .00000 enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corn;rs§n4 corners). :0090: (When this limitation is specifically referred within this NOA,General Liniitati'on#7.*ill Uot be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida r � � Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0611.01 MAWDADE COUNTY Expiration Date: 11/06/15 • • Approval Date: 11/06/14 Page 29 of 29 ... . . . ... . . . .. .. . . . .. .. ... . . . . ... . . 0.0 . . Base Sheet:— One ply "Liberty•" SBS Self-Adhering Base/Ply Sheet" or"LibertyTM SA Base/Ply Sheet", self-adhered. Membrane:— "Ruberoid@ Torch FR" or"Ruberoid@ SBS Heat Weld Plus FR" or"Ruberoid@ SBS Heat Weld 170 FR" or "Ruberoid@ Torch Plus FR". 64. Deck: C-15/32 Incline: 1/2 Base Sheet:—Two plies Type G2 or"GAFGLAS@ #75 Base Sheet", or"Ruberoid@ 20" or"Ruberoid@ 20 HT" or"Ruberoid® Dual Smooth" fully adhered with hot roofing asphalt. Ply Sheet(Optional):— One or more plies Type GI or Type G2 or"Ruberoid@ SBS Heat Weld Smooth." Membrane:— "Ruberoid@ SBS Heat Weld 170 FR" or"Ruberoid@ SBS Heat Weld Plus FR" heat fused 65. Deck: NC Incline: 1/4 Insulation(Optional):— Polyisocyanurate, wood fiber, glass fiber or perlite mechanically fastened, any combination, any thickness. Base Sheet:— One ply "Ruberoid@ SA Base/Ply Sheet" self-adhered Membrane.,— One ply "Ruberoid@ SA Cap FR" self-adhered 66. Deck: C-15/32 Incline: 1/2 Insulation(Optional):— Any thickness perlite, glass fiber, polyisocyanurate, perlite/polyisocyanurate composite, mechanically fastened or adhered with any UL Classified insulation adhesive. Barrier Board(Not required when the roof deck is noncombustible):— Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck @ Roofboard" or"DensDeck Prime@ Roofboard" or"DensDeck Dura Guard T" Roofboard" or United States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) with butt joints in the barrier board staggered a minimum of 6-in. from butt joints in plywood roof deck Base Sheet:—Two plies Type G2 "GAFGLAS #75 Base Sheet" fully adhered with hot roofing asphalt. Ply Sheet:—Two plies Type G1 "GAFGLAS Ply 6" fully adhered with hot roofing asphalt. Membrane:— One ply "Ruberoid@ EnergyCapT" Dual FR" fully adhered with hot roofing asphalt 67. Deck: C-15/32 Incline: 'h Insulation(Optional): Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board:— Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck Prime@ Roofboard" or"DensDeck Dura Guard T" Roofboard" or minimum 1/4-in. thick Untied States Gypsum Corp. "SECUROCK® Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet:— One or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or Type G1 or Type G2 fully adhered with hot roofing asphalt or mechanically fastened Ply Sheet:— One or more plies "Ruberoid@ 20" or "Ruberoid@ 20 HT" or"Ruberoid@ Dual Smooth" fully adhered with hot roofing asphalt or mechanically fastened Membrane:— One ply "Ruberoid@ 30" fully adhered with hot roofing asphalt. Surfacing(Optional):— "TOPCOAT@ EnergyCoteT" Elastomeric Coating" or"TOPCOAT@ MB Plus" applied at a rate of 2- g a I/100-ft2. 68. Deck: NC Incline: 1/2 Primer(Optional):— One application "TOPCOAT@ Surface Seal SB" applied at 1-ga1/100-ft2 . Insulation(Optional):— Perlite, fiber glass, polyisocyanurate, urethane or perlite/polyisocyanurate composite. Base Sheet:— One or more layers "GAF Stratavent@ Eliminator'" Venting Base Sheet (Perforated)" or"GAF Stratavent@ Eliminator•" Venting Base Sheet(Nailable)", Type G2 "GAFGLAS® #75 Base Sheet" or"Tri-Ply® #75 Base Sheet" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet", hot mopped or r>3lowfucally fastened. • • • 0000•• Ply Sheet(Optional):— One or more plies Type G1, hot mopped in place. �••• 0000 •• Membrane:— "Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual FR" or"Ruberoid@ Mop FR" or�hgloid@%S"yCapT"kWA:, FR. s 000000 • 0 • 69. Deck: NC Incline: 1/2 •••••. 0000 •• • • s ••s• . •• •s..• Base Sheet:— One ply of"Ruberoid@ Mop Smooth" or"Ruberoid@ Mop Smooth 1.5" or"Rambewoid@ Mo Smoth PIuKJ'wi+• "Ruberoid@ Dual Smooth" fully adhered with "Matrix'" 101 Premium SBS Membrane AdhesW%%p`plied iNoafate of 1,W.2... g a I/100-ft2. 000000 0 Membrane:— One ply"Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual FR" or"Ruberoid@ Mop F10" r"Rugeroid@ 0000• EnergyCapT" Mop FR fully adhered with "Matrix'" 101 Premium SBS Membrane Adhesive" applied at a ra ooti /2-gallIn ft2 . • • • • • • 000. • 0• 70. Deck: C-15/32 Incline: 1/2 •••� • T"�� T" T" �� T" Insulation(Optional):— Any thickness "Ener Guard or"Ener Guard RA" or"Ener Guard RN or"Ene Guard 9Y 9Y 9Y rgY RH" or"EnergyGuardT" RF" or"EnergyGuardT" Ultra" polyisocyanurate, mechanically fastened or adhered with OMG Inc. "OlyBondT" Fastening System" or any UL Classified insulation adhesive. Barrier Board:— Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck Prime@ Roofboard" or"DensDeck Dura Guard T" Roofboard" or minimum 114-in. thick United States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet:—One ply of"Ruberoid@ Mop Smooth" or"Ruberoid@ Mop Smooth 1.5" or"Ruberoid@ Mop Smooth Plus" or "Ruberoid@ Dual Smooth" fully adhered with "Matrix T" 101 Premium SBS Membrane Adhesive" applied at a rate of 1112.- 0*0 00 0