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RF-18-3088Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date:11f,18/2018 Parcel Number Permit NO.: RF-10.1$-3088 li Permit Type: Roof Work Clossiffcotion: Flat Permit Status: Approved Expiration: 05/15/2019 92 NW 93RD ST, Miami Shores, FL 33150 Contacts Filip Adamowicz 92 NW 93rd St, Miami Shores, FL 33150 Other: 832638986 Owner Description: RE -ROOF FLAT ROOF Fees Amount Application Fee - Other CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Roofing Fee Scanning Fee Technology Fee $50.00 $1.80 $3.75 $2.50 $0.60 $5.00 $200.00 $9.00 $6.25 Total: $278.90 DALEY ROOFING INC DANIEL DALEY 78 NE 106 ST, MIAMI SHORES, FL 33138 Business: 3057549892 Contractor Valuation: $ 2,400.00 Total Sq Feet: 300.00 Inspection Requests: 305-762-4949 Payments Total Fees Check # 3012 Amount Due: Date Paid 11/16/2018 Amt Paid $278.90 $278.90 $0.00 Building Department Copy 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 zRning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date November 16, 2018 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number. INSP-002103-2018 Permit Number. RF-10-18-3088 Scheduled Inspection Date: December 04, 2018 Inspector. Naranjo, Ismael Owner. Filip Adamowicz Address: 92 NW 93RD ST Project Permit Type: Roof Inspection Type: In -Progress Work Classification: Flat Phone Number: 832838986 Miami Shores, FL 33150 Parcel Number: 1131010170010 Contractor. DALEY ROOFING INC DANIEL DALEY Phone Number. 3057549892 Building Department Comments RE -ROOF FLAT ROOF Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -Inspection fee is paid. December 03, 2018 For Inspections please call: 305-782-4949 Page 4 of 41 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 BUILDING PERMIT APPLICATION ❑ BUILDING ❑ ELECTRIC X1 ROOFING PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: %7- NA) S City: Miami Shores County: Master Permit No. Sub Permit No. RECEIVED OCT 062018 FBC 20(9- Q_4 (8 - 3 0S E ❑ REVISION ❑ EXTENSION ❑ CHANGE OF CONTRACTOR Miami Dade Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder): Address: R Z /t fA) ci3 SJ Co: ///// J S>fvtEE Construction Type: Flood Zone: P/L,/p f%saqa OLt)I LZ State: ❑ CANCELLATION ❑RENEWAL ❑ SHOP DRAWINGS Zip: 3.`.S-1) . v/ NO BFE: FFE: Phone#: e32- 403e q1 Tenant/Lessee Name: Phone#: Email: Zip: c53/ CONTRACTOR: Company Name: Dingyit(;)0 /(✓( Address: t AP / d h �' 1 City / Pll'h ldi-hie uaiifier Name: ✓ t i'14.e...4 a State Certification or Registration #: State: fZ,- •DESIGNER: Architect/Engineer: Address: • Value of Work for this Permit: $ `i y b Square/Linear Footage of Work: ;Type of Work: ❑ Addition ❑ Alteration ❑ New L_y�Ftepair/ epla ❑ Demolition s Description of Work: it-6, 11OO d�ruirr gook //w_ Phone#: 76"V 9t92_ Zip: ,33J�731 6 7 Phone#:3 S Z Certificate of Competency #: Phone#: City: State: Zip: a • Specify of color thru tile: M4 Permit Fee $ :Scanning Fee $ Radon Fee $ Technology Fee $ r ; Training/Education Fee $ Structural Reviews CCF $ CO/CC $ DBPR $ Notary $ >Q • 00 Double Fee $ Bond $ `700 TOTAL FEE NOW DUE $ 9 - U (Revised02/24/2014) r e Bonding Company's Name (if applicable) esf 1 Bonding: Company's Address City .~ i State Zip Mortgage Lender's Name (if pplicable) Mortgage Lender's Address Ci Y'.Jtt.� r�r t� I .? • State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. kl Siignat =' rf�! OWNER or AGENT 1/ The foregoing instrument was acknowledged before me_ this S� 1day of �~ , 20 1 , by �� LA? A1'A 1 Ova lILcT ho is personallyknown to ,,, me or who has produced r`'" -• - �2Ai r\ -- as I r ( identification and wlio did take an oath. NOTARY PUBLIC: ( Sign: IfitPrint: Seal: 1 ****************** APPROVED BY • Cat: S fitilit MOO * **************s********************************************** Signature CONTRACTOR The foregoing instrument was acknowledged before me thi Stf" -t- , 20 1e day of t` A Clih e t b e to ,ho is personally know me or who has produced ,1 identification and who did take an oath. NOTARY PUBLIC: dak Nw MAHARAI K. GONZALEZ MY COMMISSION 4 rr, 0u6 EXPIRES: November 2, 2020 Snndad.rhn; I-.,,, o,i;c !Irj,:gwriters Sig Print: Seal: Plans Examiner Structural Review *** PApq'K!,SONZALEZ �"'• MY COMMISSION # GG 044602 -o ' EXPI S: November 2, 2020 A ublicundervrtiters Clerk (Revised02/24/2014) 112/2018 Property Search Application - Miami -Dade County IMPORTANT MESSAGE 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 Folio SEARCH: adamowicz PROPERTY INFORMATION Folio: 11-3101-017-0010 Sub -Division: CANADAY EXTENSION Property Address ' 92NW93ST Miami Shores, FL 33150-2233 Owner FLIP ADAMOWICZ ELEANOR SEOUEIRA Mailing Address 92NW93ST MIAMI, FL 33150 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SO Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT https://www.rniamidade.gnv/propertysearch/#/ 1 i8 9/12/2018 Property Search Application - Miami -Dade County Beds !,Baths / Half Floors Living Units Actual Area Living Area Adjusted Area Lot Size Year Built 2/1/0 1 1 1.623 Sq.Ft 1,599 Sq.Ft 1.457 Sq.Ft 7.674 Sq.Ft 1937 https:llwww.miam idade.govlpropertysearch/#/ 2/8 9/12/201 8 Property Search Application - Miami -Dade County Featured Online Tools Comparable Sales Non -Ad Valorem Assessments Property Record Cards Properly Taxes Report Homestead Fraud Tax Estimator Value Adjustment Board ASSESSMENT INFORMATION Year Land Value Building Value { Extra Feature Value Market Value Assessed Value 4 TAXABLE VALUE INFORMATION COUNTY Exemption Value Taxable Value SCHOOL BOARD Exemption Value Taxable Value CITY Exemption Value Taxable Value REGIONAL Exemption Value Taxable Value BENEFITS INFORMATION Benefit Type Glossary PA Additional Online Tools Property Search Help Report Discrepancies Tax Comparison TRIM Notice 2018 2017 $168,687 $168,687 $145.700 $136,900 $536 $544 2016, $168,687 $138,590 S553 $314,923 $366,131 $307,830 $278,819 $273,085 $267,469 ; 2018 $50,000 $228,819 $25,000 $253,819 $50,000 $228,819 $50,000 $228,819 2017 $50,000 5223.085 $25,000 5248,085 $50,000 5223,085 2016; $50,000 $217,469 $25,000 $242,469 $50,000 $217,469 $50,000 $50,000 5223,085 $217,469 2018 2017 2016 https:/Iwww.miamidade.govipropertysearch/#/ 3/8 Revised on 5/21/2009 f L/ P �Gz o U1/C z '\Sworn to and subscribed before me this 1 2 day of Notary Public, Sate of Florida at Large Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue 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 Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: qZ ,U't) GI r✓'T, AAi, ���gf�j�"` %� 33) Roofing Permit Number: Dear Building Official: I Vi U P fViOAmaIAl ) LZ certify that I am not required to retrofit the roof to wall connections of my Date: '9/1)/eY building civie just valuation for the structure for purpose of ad valorem taxation is Tess 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 to - Sou , f 7 • ature Florida Building Code (1994 SFBC) FIB tp Am°uic2� 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. \\\\\\ON 1*llllfllll�j��//i ' .• ........ My •. q9 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300 Q¢.' ttri biglding QtBApt'gtructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall conn r: ' •'': .nV. e Mitigat },'�• �� sir qs. S- . � /,/////oRIDiutt�s,�e‘e`���\\\` 10/1/2018 Miami Shores Form.jpg Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner. must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State. Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami. Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this Z- day of By -4— i r . jM . AC10 110 W 1 C Z Yt\/(Q_ as identification. Notary: SEAL: OC�t Or . 20 I�j who is personally known to me or has produced .�,r1,.!'s ,, YANADY PRIETO MY COMMISSION It FF 214031 EXPIRES: March 25, 2019 Bonded Th,ru Notary Public Underwriters https://mail.google.com/mail/u/0/#inbox/FMfcgxvzKkwmrj Kzjrn WfDsPsWcTpbKh?projector=1 &messagePartld=0.1 1/1 DALEY ROOFING INC 78 NE 106 STREET MIAMI SHORES, FL 33138 305-754-9892 daleyroofing@yahoo.com October 2, 2018 State of Florida County of Miami Dade Before me this day personally appeared Da i e-f la 1-€1 sworn, deposes and says: That he or she will be the only person working on the project located at: 92 NW 93 Street, Miami Shores, FL 33150 D.4 P OcaLi— who, being duly Contractor Signature Sworn to (or affirmed) and subscribed before me this_S__day of C1.+ 2018 ByPar\ dal MAHARAI K. GONZALEZ MY COMMISSION # GG 044602 EXPIRES: November 2, 2020 Bonded Thru Notary Public Underwriters i Personally know OR produced Identification Type of Identification Produced Prin , Type or Stamp Name of Notary RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS:AND-PROFESSIONAL REGULATION CONSTRUCTIONgIND_USTRVLICEAiNSING BOARD THE ROOFING CONTRACTORtHEREIKIS`CERTIFIEDa,UNDER THE PROVISIONSFOF:CHAPTER1489 FLORIDA,STATUTES d {Y DALE\ fDAN I EL P = 4r DALEy ROOFING INC= 78 NE,106TH STREET }MIAMI SHORES L 331_ . LICENSEN`OMBEI CCC057190 1. ,mod. _,.�,, ,� „. , EXPI RATI ON�DATE AUGUST31, 2020 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. 003982 Worker(s) 1 Local Business Tax Receipt Miami -Dade County, State of Florida —THIS IS NOTA BILL: -DO NOT PAY 3311610 BUSINESS NAME/LOCATION DALEY ROOFING INC 78 NE 106 ST MIAMI SHORES FL 33138 RECEIPT NO. RENEWAL 3449899 EXPIRES SEPTEMBER 30, 2018 Must be displayed at place of business Pursuant to County Code Chapter 8A — Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED DALEY ROOFING INC 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR CCC057190 $45.00 07/14/2017 CHECK21-17-065161 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit,or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles — Miami —Dade -Code Sec 8a-276. For more information, visit www.miamidade.gov/taxcollector Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 3311610 BUSINESS NAME/LOCATION DALEY ROOFING INC 78 NE 106TH ST MIAMI SHORES, FL 33138 OWNER DALEY ROOFING INC Worker(s) m RECEIPT NO. RENEWAL 3449899 LBT EXPIRES SEPTEMBER 30, 2019 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS 196 SPECIALTY BUILDING CONTRACTOR 1 CCC057190 PAYMENT RECEIVED BY TAX COLLECTOR 45.00 07/10/2018 CHECK21-18-061927 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 rust be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. For more intonation, visit wwwiniamidade,govAaxcollector A JEFF ATWATER CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT DIVISION OF OF FINANCIAL SERVICES * CERTIFICATE OF ELECTION TOISE WORKERS' COMPENSATION CONSTRUCTION INDUSTRY EXEMPT FROM FLORIDA EXEMPTION WORKERS' This certifies that the individual listed COMPENSATION LAW below has elected to EFFECTIVE DATE: 7/2dividu be exempt from0/20 Florida Workers' Compensation law. EXPIRATION FEIN: DATE: 7/20/2019 PERSON: DALEY 650491667 ADDDANIEL BUSINESS NAME AND P DALEY ROOFING INC ADDRESS: 78 NE 106 STREET MIAMI FL SCOPE OF BUSINESS OR TRADE: Licensed Roofing Contractor 33138 IMPORTANT, pursuant to this section Chapter 440. only within the scope t recover t>enefrts l)5(14). F•S•. an offi exempt and of the business °r 05(14) F. , cer of a Corporation who elects certificates of el under this c or cm elted on hapter. P Chexam certificate�amed on the notice election to be exemptthe notice of el Pursuant to Chapter upon from this chapter at any time for bor tradenlonger s shall be subject election to be exempt OS(�2 by film failure etec of the smeets the erct to revocation if, at an pt Pursuant the to ChapterF.S.• notice or the i sa certificate ecf of election Personrequirements of Y time aftercertificate. 440.05 f of election to be exempt.. a under named on the certificate this section a issuanceofhto g of the (3�' F S•. Pt... apply cafe to mast the rnotice or issuances of election to be requirements of this a Certificate. The de � of the certificate, DFS-F2-D Section, partrrient shall revoke the WC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08.13 QUESTIONS? (850)413_1609 aster Permit No. ROOF ASSEMBLIES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application For Section A (General Information) Contractor's Name b4 y a(,h/f!/t/ §i Job Address 9? /ilk) q 3 2( Low Slope 0 Asphaltic Shingles Process No. ROOF CATEGORY ❑ Mechanically Fastened Tile 0 Mortar/Adhesive Set Tiles ❑ Metal Panel/Shingles 0 Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 •...... . 1 ROOF TYPE • '�• • .. '•%•• .... • ' .• • w roof 0 Repair 0 Maintenance Reroofing "' i RecovtrfFig• • •.�.:. ROOF SYSTEM INFORMATION • • • • • Low Slope Roof Area (SF) .00 Steep Sloped Roof ARIA (SSF) Total (SF) 1hP ',,,, • • .•.p. ...... • •••• • . INTERNATIONAL CODE COUNCIL OCT 0 5 U18 ..• • • .. .. • Section B (Roof Plan) �• 1.' Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and bverflo ' drains, Include dimetl.,l;, sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ;' •. • • • •▪ * : la -Soo " • .. • • .. Miami Shores ViIft ge ZONING DEPT o 7,.2 rilij. F o 1 'L L `- • Y L , '.j 1 _1 J D "; 1a 1W — faV t ©• J r Q ) 2-z) r r 1 454 ✓ )r1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: a/!/ Product Approval No.: / �I r `� �© / _ 1 Design Wind Pressures, From RAS 128 or Calculations: P1: 52 P2: 0 7' 3 P3: / 3/' / 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Max. Design Pressure, from the specif4duct approval system: Deck: Type:-- LW.. G9 Gauge/Thickkkness: Slope: I't41 Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Ma - tal: Insulation Base Layer. Base Insulation Size and T• ckness: Base Insulation Fast- er/Bonding Material: Top Insulati Layer: Top In - ation Size and Thickness: T Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): .Z pLy #75 Bas Sheet Fastener/ ding Material: n ys IS,t-fin ceps , )/y rs,r6 D U.� [� Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener/Bonding Materi I: Top Ply: NoP?0Jaw' o /70 re., 15.38 INTERNATIONAL CODE COUNCIL! Top Ply Fastener/Bonding aterial: Surfacing: M� Fastener Spacing for Anchor/Base Sheet Attachment:-/ Field: " oc @ Lap, # Rows c — @ — oc Perimeter: (D " oc @ Lap, # Rows Y @ (O " oc Corner: 67" oc @ Lap, # Rows 7 @ �p" oc Number of Fasteners Per Insulation Board: Field Perimeter Corner Illustrate Components Noted and Det2il5 as•Applicabla:• - Woodblocking, Gutter, Edge Terminttfdrj,9tripping,flaehing, Continuous Cleat, Cant Strip, Base Flesaiog, Counterflashing, Coping, Etc. • • • • Indicate: Mean Roof Height, Parapgt, Weight, Heit of psse Flashing, Component Material, MatesioLTaickness,Fastener Type, Fastener Spacing or Submit 4ftwfOturers Details that Comply with RAS 111 And Chapter 1p • • 1 • • • 0'4o') i4) ,vo cosu v V • • • • - •• • FT. • • .•.•.. .• • __s FT. Parapet Height to u 2 Mean Roof Height FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliczcr Palacio on Jun 8, 2015 10:32:12 A11 pursuant to License Agreement. No further reproductions authorized. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF t Campus ()rive Parsippany, NJ 07054 SCOPE: This NOA is being, issued under the applicable rites and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County Rh:R Product Control Section to be used in Miami Dadc 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-Dadc 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 prodpit• material fails to perform in the accepted manner, the manufacturer will incur the expeirsroIIsuch testing and the A HJ may immediately revoke, modify, or suspend the use of such product or jyatcrpl •• their jurisdiction. RER reserves the right to revoke this acceptance, if it is de1cnnincdhAtiami-Dads County Product Control Section that this product or material fails to meet the requir .ntmtU of the • • • • • applicable building code. •••• •••••• • •• This product is approved as described herein, and has been designed to comply with ilicF.l8rida BviJetur Code including the High Velocity Hurricane Zone of the Florida Building Code. MTAMi-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 205 Miami, Florida 33175-2474 T (750315-259t) F (756) 315-2599 www.niianudade.wvlecouotuv • • • • DESCRIPTION: GAF Ruberoid' Modified Bitumen Roof System for Wood D#cks.. • ; • • • • • . . • LABELING: Each unit shall bear a permanent label with the rnanufacturcr's name or logo, city!.aai • d 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 hog 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 _ ,dorscmcnt of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of Ibis NOA shall be cause for termination and removal of NOA. ADV ENT: The NOA number preceded by the words Miami -Dade County. Florida, and followed by the expiration date may be displayed in advertising literature. I any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA No. 14-1030.02 and consists of pages I through 67. Fe submitted documentation was reviewed by Jorge T. Aceho. 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 1 of 67 � • •••••• • • • • ••••• • • OOOOO •••••• .• OOOOO• • • ••••.• 111embran eType: ;APP/SBS Heat Weld Deck "Type 1: W ood, Non -insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. System Type E(2): Anchor sheet is mechanically attached to roof deck. (Non -insulated systems) All General and System Limitations shall apply. Fire Harrier: FireOut'" Fire Barrier Coating, VersaShield" Fire -Resistant Roof Deck (optional) Protection, VersaShield'' Solo'" Fire -Resistant Shp Sheet, DensDeck"`Roof Hoard, SFCUROCK'u' Gypsum -Fiber Roof Board or SFCUROCK''' Glass -Mat Roof Board. Base sheet: GAFGLAS' #XU Ultima`" Base Sheet, GAFGLAS' Stratavent`'`Nailable Venting Base Sheet, Rubcroie Mop Smooth, Rubcroid'-" Mop Smooth 1.5, Ruberoid' Mop Plus Smooth, Rubcroid'K 20 Smooth, Ruberoie HW Smooth or Rubcroid''' I-IW 25 Smooth mechanically fastened to deck as described below; rFastening GAFGLASfi' Ply 4, Tri-Ply' Ply 4 Ply Sheet, GAFGLAS' F]exP]y'" 6. • Option #1: iGATGLASK. #75 Base Sheet, 7'ri-P1}"' #75 Base Sheet or any r f abrw'e bast sheets attached to deck with approved annular ring shank nails t11d tm caps ai a% fastener spacing of 9" o.e. at the lap staggered and in two row•s11" d.c. in tite • • field. • .... .... (Maximum Design Pressure -45 psf. See General Limitatidn Ua • •... Fastening GAFGLAS ' Ply 4, Tri-Ply Ply 4 Ply Sheet, GAFGLAS Plcs131y"' , . • • • •• Option #2: GAFGLAS' #75 Base Sheet, Tri-Ply' 475 Base Sheet or any.igi ft e base • sheets attached to deck with Drill -Tee"' #12 Fastener or DriIc.TeL"';#14 FFister er- and Drill-Tcc" 3" Steel Plate, Drill -Tee'" AccuTrac`"' Flat Plato or.1)rill-1 t"4•• AccuTrac-" Recessed Plate installed 12" o.c. in 3 rows. One VW is:in the 3': side lap. The other rows are equally spaced approximately 12" o.c. in the field•vtft4ie sheet. (Maximum Design Pressure —45 psf. See General Limitation #7) Fastening G_AFGLAS ' FlexPly" T 6, GAFGLAS 475 Base Sheet, Tri-Ply ri75 Base Sheet Option #3: 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_ (14axirnurn Design Pressure —52.5 psf See General Limitation #7) GAFGLAS'' #81) Ultima." Base Sheets, Ruberoid 20 Smooth, Ruheroidg Mop Smooth, base sheet 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 Iwo rows 9" o.c. in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLASx' #75 Base Sheet, Tri-Ply° #75 Base Sheet or any of above base Option #5: sheets attached 10 deck with Drill -Tee' r412 Fastener or Drill -Tee 414 Fastener and Drill-Tec"' 3" Steel Plate, Drill -Tee'" AccuTrac' Flat Plate or Drill -Tee"' AccuTrac" Recessed Plate installed 12" 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 —60 psf See General Limitation #7) Fastening Option #4: IAMI•DADE COUNTY APPROVED NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 53 of 67 ...... • .• Fastening Any of above base shccts attached to deck approved annular ring shank nails and Option #6: 3" inverted Drill-Tcen` insulation plates at a fastener spacing of 9" o.e. at the 4'' lap staggered in two rows 9" in the field. (Maximum Design Pressure-60 psi See General Limitation #7) Fastening GA FGI.AS4 #75 Base Sheet, Tri-Ply'-" #75 Rasc Sheet or any of above base Option #7: sheets attached to deck with Drill -Tee'' 412 Fastener, Drill -Tee"' 414 Fastener or Drill -Tee"' XHD Fastener and Drill-Tec ' 3" Steel Plate, Drill -Tee" AccuTrac' Flat Plate or Drill-Tec'" AccuTrac`= Recessed Plate installed R" o.c. in 4 rows. Onc row is in the 2" side lap. The other rows are equally spaced approximately 9" o.e. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) Ply Sheet: (Optional except over Rubcroid`' Mop Smooth, Rubcroid'A Mop Smooth 1.5, Rubcroid' Mop Plus Smooth, Ruberouf 20 Smooth, Ruberoiei'T' HW Smooth or Ruheroid HW 25 Smooth) One or more plies GAFOLAS'p Plv 4, Tri-Plyt Ply 4, or GAF'GLASF1cxPly" 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq. or Rubcroid.' Torch Smooth torch applied according to manufacturer's application instructions:••„• • • Membrane: One ply of Rubcroid"' Torch Smooth, Tri-Ply" APP Smooth Moriiir'Inc, • • • • Rubcroid" Torch Granule, Tri-Ply" APP Granule Cap Sheet, `kutreiFoid ' •.•.•• EncrgyCap"' Torch Granule FR? Rubcroid"-" EncrgyCar TortliT9tis Granule CR, or Ruberoid' Torch Plus Granule FR torch applied accordingtito m'rtrufactlttedR. application instructions. Surfacing: • •.. Or ••••.• • • . •Onc or more plies of Rubcroid" HW Plus Granule. Rubcroid :ld&J 1us Granule FR, Ruberoid`P' HW Granule FR, RuberoicI EnergvCap"' HVer PIus:Grantile F1 , Ruberoid' HW Granule, Ruberoidr HW Smooth and Ruberdid'`.11T 25 �;mh oot applied according to manufacturer's application instructions. • • • • • • • • .•• • Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must he listed within a current NOA. Gravel or slag applied at 400 lhs./sq. and 300 Ibs./sq. respectively in a flnnd coat of Approved asphalt at 60 lbs./sq. GAFGLAS Mineral -Surfaced Cap Sheet, Tri-Ply` BUR Granule Cap Sheet or GAFGLAS°` E.nergyCap'" Mineral-Surtaeed Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. TOPCOAT'-' Surface Scal SB or United Coatingsi" Surface Scal SB Roof Coating applied in one or more coats at a minimum rate of 1.0 g i1. sq. per coat. OR TOPCOAT' MB Plus or United Coatings'-" Roof Mate MB Plus Coating applied at a minimum rate of 1.0 gallsq.(to be used as a primer) followed by TOPCOAT' Membrane or United Coatings`" Roof Mate TCM Coating applied in one or more coats at a minimum rate of 1.0 gal.: sq. per coat. 4. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 54 of 67 ...... • .• • • •••... • • .••.. • •..•. • • • •.•... • . WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with CiAFGLAS"' Ply 4 and GAFGLAS'` FIexPl_y'" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/4" DensDeck' Roof Board or'/" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: I . 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 20-4ft lbs./sq., or mechanically attached using the tastening 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 pane] 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 sbcct shall be applied using spot mopping with approved asphalt. 12" diameter circles:24'; Vic.; or s l ]S • • mopped 8" ribbons in three rows, one at each side tap and one down the center ofrthe sheet apemen a continuous area of ventilation, Encircling of the strips is not acceptable. A 6"•breolc•shal l be • • • placed every 12' in each ribbon to allow cross ventilation. Asphalt application of. .iLher system shall be at a minimum rate of 12 lbs./s Note: Spot attached systems shall be lirnitt4td a max ji m. q• p 2... design pressure of -45 psL . . 5. Fastcncr spacing for insulation attachment is based on a Minimum Characicrisitt•Fotvc (17) vague df 275 lbf., as tested in compliance with Testing Application Standard TAS 105. Irthrt'astener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable.. • 6. Fastcncr spacing for mechanical attachment of anchor/base sheet or membrane %toll:lent is based on a minimum fastener resistance value in conjunction with the maximum design value listet lvltlxn 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 Rooting Application Standard RAS 1 17. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastcncr densities shall be increased for both insulation and base sheet as calculated in compliance with Rooting Application Standard RAS 117. Calculations prepared, signed and scaled by a Florida. registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8_ All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Applieation Struidard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended. corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No,: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/l8 Page 67 of 67 • • • . . . . ..... . . ..... ...... • . • ...... Base Sheet: — One ply LibertyTM 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 G1 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-in. thick Georgia-Pacific Gypsum LLC "DensDeck ® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuard"" 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® EnergyCap"" Dual FR" fully adhered with hot roofing asphalt • • • •••••• • 67. Deck: C-15/32 Incline: 1/2•'•• . •b•• •••••• •• Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate; Cthranicallyfestened o‘ • 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" ar:'L1ensDeck primme® • Roofboard" or "DensDeck DuraGuard"" Roofboard" or minimum 1/4-in. thick Untied States.Gytociin Corp. 16ECUP1OCKeRoof • Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered' with 01'16s•. Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in tAisiialrier bgard�praducts.••••• 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 Be •Sheet" or Tye 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.SmoQth" fullysdiitied witeltbt•• roofing asphalt or mechanically fastened • • . • • • Membrane: — One ply "Ruberoid® 30" fully adhered with hot roofing asphalt. •• • ••• • :+•••• Surfacing (Optional): — "TOPCOAT® EnergyCoteTM Elastomeric Coating" or "TOPCOAT® MB Plus" applied.et aerate of 2- gal/100-ft2. 68. Deck: NC Incline: 1/2 Primer (Optional): — One application "TOPCOAT® Surface Seal SB" applied at 1-gal/100-ft2 . Insulation (Optional): — Periite, fiber glass, polyisocyanurate, urethane or perlite/polyisocyanurate composite. Base Sheet: — One or more layers "GAF Stratavent® EliminatorTM 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 mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1, hot mopped in place. Membrane: — "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCapT" Mop FR. 69. Deck: NC Incline: 1/2 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"" 101 Premium SBS Membrane Adhesive" applied at a rate of 1-1/2- gal/100-ft2. Membrane: — One ply "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCap" Mop FR fully adhered with "Matrix"" 101 Premium SBS Membrane Adhesive" applied at a rate of 11/2-ga1/100- ft2. 70. Deck: C-15/32 Incline: 1/2 Insulation (Optional): — Any thickness "EnergyGuard"" or "EnergyGuard"" RA" or "EnergyGuard"" RN" or "EnergyGuard" RH" or "EnergyGuard"" RF" or "EnergyGuard"" Ultra" 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 DuraGuard"" Roofboard" or minimum 1/4-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"" 101 Premium SBS Membrane Adhesive" applied at a rate of 11/z- 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. t—PT`~Renaiting 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 usu:341y.:. concealed prior to removing the existing roof system). • • • • • •• •• 4. -1 rersid 'Exposed Ceiling: Exposed, open beam ceilings are where the unde •of the rogt diecking , •• 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 P acceptable pjovides theoplion of ...... . •' • maintaining the appearance.• •• •. • • • • • o •6. C" `1_ • • • . • Overflow scuppers (wall outlets): It is required that rainwater fk• t5ff so that. thg roof is : •. •.: not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may biotl‘• ' 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 R4413. g112►fv ggent's Signature: ( Date ID .Q9 _) Contractor Signature rroperty`Address=1 Permit Number Revised on 7/9/2009 LD;07/01/2015; (rz-b Date