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RF-18-2095Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Issue Date: 8/" 2018 Permit NO. RF-8-1 8-2095 Permit Type: Roof Work Classification: Flat Permit Status: APPROVED Expiration: 02/05/2019 Parcel Number Applicant 1298 NE 97 Street Miami Shores, FL 33138-2560 1132050090550 Block: Lot: ANTONIE DOWNS Owner Information Address Phone CeII ANTONIE DOWNS 1298 NE 97 ST MIAMI SHORES FL 33138-2560 Contractor(s) JOHN BUSTA ROOFING INC Phone (305)219-9699 CeII Phone Valuation: Total Sq Feet: $ 4,868.00 420 Type of Work: Re Roof Additional Info: REPLACE TWO FLAT ROOFS Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $3.00 $3.75 $2.50 $1.00 $250.00 $9.00 $4.00 $773.25 Pay Date Pay Type Invoice # RF-8-18-68463 08/09/2018 Check* 2178 Bond #: 3856 Amt Paid Amt Due $ 773.25 $ 0.00 Available Inspections: Inspection Type: Tin Cap Final Roof Roof in Progress Renailing Affidavit Review Roof 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 constr ing. F hermore I authorize the above -named contractor to do the work stated. &izei August 09, 2018 Authorized Signature: Owner / Applicant / Contractor Building Department Copy / Agent Date August 09, 2018 1 o\o'') 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 0 ROOFING ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS 1298 NE 97 Street JOB ADDRESS: City: cC� BY: FBC 2011 i° , Master Permit No. AC I 8 -2L) VET 018 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Shores County: Miami Dade Zip: 11-3205-009-0550 Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Antonie B Downs OWNER: Name (Fee Simple Titleholder): 1298 NE 97 Street Address: Flood Zone: NO X BFE: FFE: Phone#: 305-758-7833 Miami Shores Florida 33138-2560 City: State: Zip: N/A e Tenant/Lessee Name: Phone#: Email: anmido2@gmail.com John Busta Rfg. Inc. CONTRACTOR: Company Name: Address: 300 N.E. 91 Street 305-219-9699 Phone#: Miami Shores Florida 33138-3130 City: State: Zip: John Robert Busta 305-219-9699 Qualifier Name: Phone#: 4868.00 Value -Of Work'for this Permit:"$'. Typ'"e of Work: ' ❑ - Addition . ❑ LAlteration Description of:UUork:,;Repiab two °(2) flat roofs State Certification or Registration #: CCC-058048 DESIGNER: Architect/Engineer: N/A N/A Address: City: State: Zip: Footage Square/Linear Footage of.Work: nt Certificate of Competency #: N/A Phone#: N/A N/A -N/A N/A ❑ New r ,❑;Repair/Replace, !Demolition Specify color of color thru tile: WA Submittal Fee $ Scanning Fee $ Technology Fee $ Permit Fee $ 2 SO • c Radon Fee $ 2 CCF $ CO/CC $ DBPR $ 3 • 5 Notary $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ L ,cjZ TOTAL FEE NOW DUE $ 2� 3 . 2S (Revised02/24/2014) �� 3 " 2.5 N/A Bonding Company's Name (if applicable) Bonding Company's Address N/A , N/AN/A City State N/A Zip N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A N/A N/A City f State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 11th. day of June 20 2018 Antonie B Downs by Signature CONTRACTOR The foregoing instrument was acknowledged before me this 11 th. day of June 20 18 John R. Busta by , who is personally known to , who is personally known to me or who has produced & 0 6.20 • cca • Joair 0 4o has produced as identification and wt. ._r.-_ ll,. O+" SANDRA ANN BUSTA NOTARY PUBLIC: s: . . MY COMMISSION # FF 159120 j EXPIRES: September 14, 2018 ygos Bonded Thru Notary Pudic Undendtera Sign: c_ QW0A-Mt Print: k-5A/VGA4 AA/X./ Seal: identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Sandra A. Busta Seal: cS"" 't; : SANDRAANN BUSTA MY COMMISSION # FF 159120 EXP : September 14, 2018 Boy�;jj* Notary Public derv' r. ,10111 err. *********s*$*********************$$$$$$$*$**********************************************************$***$*$ APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk 8/7/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3205-009-0550 Property Address: 1298 NE 97 ST Miami Shores, FL 33138-2560 Owner ANTONIE B DOWNS TRS ANTONIE B DOWNS Mailing Address 1298 NE 97 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area 2,824 Sq.Ft Living Area 1,970 Sq.Ft Adjusted Area 2,334 Sq.Ft Lot Size 8,175 Sq.Ft Year Built 1951 Assessment Information Year 2018 2017 2016 Land Value $294,548 $294,548 $274,141 Building Value $175,050 $162,447 $163,800 XF Value $0 $0 $0 Market Value $469,598 $456,995 $437,941 Assessed Value $248,836 $243,718 $238,706 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $220,762 $213,277 $199,235 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (.e. County, School Board, City, Regional). Short Legal Description EARLETON SHORES PB 43-80 LOT 12 BLK 4 LOT SIZE 75.000 X 109 OR 12721-2179 1285 1 Generated On : 8/7/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $198,836 $193,718 $188,706 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $223,836 $218,718 $213,706 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $198,836 $193,718 $188,706 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $198,836 $193,718 $188,706 Sales Information Previous Sale Price OR Book - Page Qualification Description 12/19/2011 $100 28022-4715 Corrective, tax or QCD; min consideration 12/01/1985 $127,000 12721-2179 Sales which are qualified 12/01/1979 $98,000 10608-1898 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: M,ami Shores Vuiage 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 3 138 Re: Owner's Name` i!%TD///E e7 0 2U0(/5 Property Address: /,Z99 9 7 57 Date 6-//,fig Roofing Permit Number: Dear Building Official: if77-0(//ice 6•a4GD/i/s certify that I am not required to retrofit the roof to wall connections of my building because: "The 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 the South Florida Building Code (1994 SFBC) �r.9�blvIL--43. �o�o's ISignature 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 this lA%ll day of JaNe ;;70/g Notary Public, Sate of Florida at Large C SANDRA ANN BUSTA MY COMMISSION 120 '' EXPIRES fF 4, 201 Bonded' Septemb?r 1018 Thru Notary Public Underwriters • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 6/11/2D 8 Property Search Application - Miami -Dade County Featured Online Tools Comparable Sales Non -Ad Valorem Assessments Property Record Cards Property Taxes Report Homestead Fraud Tax Estimator Value Adjustment Board ASSESSMENT INFORMATION Glossary PA Additional Online Tools Property Search Help Report Discrepancies Tax Comparison TRIM Notice 2018I MPORTANT NOTICE: The assessment and exemption values currently shown are preliminary and are subject to change until they are certified on Jut Year Land Value Building Value Extra Feature Value Market Value 2018 2017 $294,548 $294,548 $175.050 $162,447 $0 $0 $469,598 $456,995 2 $274,' $163, $437 I Assessed Value TAXABLE VALUE INFORMATION $248,836 $243,718 $238,i 2018 2017 2016 COUNTY Exemption Value Taxable Value $50,000 $50,000 $50,000 I $198,836 $193,718 $188,706 SCHOOL BOARD Exemption Value Taxable Value $25,000 $25,000 $25,000 $223,836 $218,718 $213,706 4 CITY r Exemption Value Taxable Value REGIONAL $50,000 $198,836 $50,000 $193,718 1 $50,000 $188,706 Exemption Value Taxable Value $50,000 $198,836 $50,000 $193,718 BENEFITS INFORMATION $50,000 $188,706 https://www.miamidade.gov/propertysearch/It/ 3/8 John Busta Roofing, Inc. 300 NE 91 Street Miami Shores, FL 33138 phone: 305-219-9699 email: jrbusta300@aol.com June 11, 2018 State of Florida County of Miami Dade Before me this day appeared John Robert Busta who being duly sworn, deposes and says that he will be the only person working on the project located at: 1298 NE 97 Street Miami Shores, Florida 33138-2934-2560 Sworn to (or affirmed) and subscribed before me this 11th day of June, 2018 by John Robert Busta. sue. 0. 0,(AQ;6, Personally known X Sandra A. Busta Print type or stamp Name of Notary Notice to Owner — Workers' Com p Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ensation 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: State of Florida County of Miami -Dade / [ The foregoing was acknowledge before me this / 'fh. day of rM.h_ , 20 to . ByAnTonie.._,Ooto )s F2.0164gD,J � CE b S2d�b�'�,• • S9 0 Notary: SEAL: who is personally known to me or has produced as identification. X am ENGINEER Reileh Engineering Corp. (Consulting Engineer) 2370 Southwest 123rd Avenue Miami, Florida 33175-1174 Tel : 305-823-8008 / 305-397-6414 Fax: 305-823-3300 / 305-884-8834 Website: www.reilehengineering.com November 12, 2018 John Busta Roofing 300 Northeast 91 Street Miami Shores, Florida 33138-3130 Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 1298 Northeast 97 Street Miami Shores, Florida. Information provided by client: Permit Number: RF8182095 Date Completion: November 8, 2018 Roofing Contractor: John Busta Roofing Project Number: 18-1598 (Testing Laboratory Certificate # 16-0602.01) 1244—ctte—/Y.— de9J--- d12 In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test for the repaired areas at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Hacienda Roof Tile. This tile. was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and one (1) test in each corner were conducted. B� e. on our,te t-r ultsowe concludethat thei1nstallation of the�roof the at th above refere e'd `.�'..�:�i5',.3' YY♦i "(? w . ..i c..'{4. ;� '•- 413 4►1: project meetsthehtestrregtureementaot tuned i mtherabove men(loned protocol t�Attached please find �, � 1;if a copy,of�our est report fortwyour4re veW" s ; . +k xL ±•l r .' iv � 'n " 1 ,,s � _.,a.,;:,, Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate 'to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation ohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 1298 Northeast 97 Street Miami Shores, Florida Submittals: Cover Page Page 2 thru 4 of 4 Drawing 18-1598 Reileh Engineering Corporation -- Project Number - 18-1598 — Page 2 of 4 Report of TILE UPLIFT TEST for Residential Home 1298 Northeast 97 Street Miami Shores, Florida - Project Number: 18-1598 Test Number ' }e:. Test Load-(lbf) Test Status- 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation -- Project Number - 18-1598 — Page 3 of 4 TestNumber - . Test Load, (lbf) Test Status 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass Test 1-4 Corner, 5-9 Ridge Caps, 10-17 Perimeter, 18-36 Field Reileh Engineering Corporation -- Project Number - 18-1598 — Page 4 of 4 45' NUMp OF TEST HELP = 19 P�t?IM�T�t - 8 COIZNE - 4 C?I17G� CAP - 5 P�C?IM�T�C? - 350 5F COMp - 20 5F 19 FIMMp 2I5TANC, a - 3' COC?NE1? APFA = 3'X 3' O pIPGCAP TE5T LOCATION 9 12N01-5 9t?OKEN 11LL L 12NN01t5 0005TIFF i 50' I8'I 5$9U APPpOX, 100F TtST LOCATIONS, AaAS, ANI7171MNSIONS NTERNATIONAU C-ODE:COUNCIU R� 18 -wgS ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application F Section A (General Information) Master Permit No. Contractor's Namjeilz//&,(,_$ fA kt:W/A/- Job Address /0.' 7 g /0597 (577 g Low Slope O Asphaltic Shingles O New roof 0 Repair Low Slope Roof Area (SF)`TRD ROOF CATEGORY ❑ Mechanically Fastened Tile O Metal Panel/Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE 0 Maintenance Reroofing ROOF SYSTEM INFORMATION Steep Sloped Roof AREA (SSF) Process No. Section B (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. •• • • • 0000 ❑ Mortar/Atlflesiee Set VA.'. ❑• Wood S.inaes/Shake•s • ••.. •.•. • • •• • •.'.f.r Recovering; Total (SF) 72.0 • • • • • •• • • . . • • • 1 1 1 1 1 1 1 1 1 1 i' • 1 • • 1 • •..g• • .••t•• d' • • • •` • • • . • 1 • • •• . • . . .. • ■ !UIPUIUPIl: NI II - urasccic,emF.(F-) PS z z 0 N 1 1 1 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by EliczerPalacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No funher reproductions authorized. co c6 6 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: GA/= Product Approval No.:/7 — /'030, OZ Design Wind Pressures, From RAS 128 or Calculations: P1'1/a • g P2: _ 7/.7 P3: - /OE Max. Design Pressure, frggl�jie ecific product 1 approval system: �S.0 1 1 1 Anchor/Base Sheet Fastener/Bondin Material: I fr/ sAJp,L 177w &AP ) - si" „ 1 Insulation Base Layer: 6/1F .�,�::? g((,d20 1 Base Insulation Size and Thickness:4 ®*,4g, 1, 6 1 1 1 6 6 1 1 Ba a Insulation Fast ner/Bonding Material: Top Insulation Layer: /VA Top Insulation Size and Thickness: /VA Top insulation Fastener/Bonding Material: Base Sheet(s) & No. of I?ly(s): Ff^J3a Irrytr(/) P ME Yar/T/ �A� , Base Sheet Fastener/Bonding Material: !no ci=IA/A Ply Sheet(s) & No. of Ply(s){ i/-le(,iQD/Q 2b S#227 / Ply Sheet Fastener/B nding Material: H07A1, P,SPA4 .,?- - -TYPE f Top Ply: 61) 11.5kl/(/ I( C P / 15.38 INT;ERNATIONAITCODECOUNCIr Deck: Type: t /t70,Q 1 V To/ Gauge/Thickness: 34 (/) l/ Slope: 2 N _ /../ T PI Fastener! ondin M erial: AD A4OP .SP,t, L , T/i0E'>L Surfacing: M/(JIFS -Gawk cp.efi'Klei Fastener Spacing for Anchor/Base Sheet Attachment: Field: 7 " oc @ Lap, # Rows z @ 9 " Perimeter: 6 " oc @ Lap, # Row`s'1/ @ 6 " oc T Corner: bi " oc @ Lap, # Rows ac 6 oc • • • • oc•••• •• • •• • Number of Fasteners Per Insulation.Qq q:. .. • • Field /(I R • • • • Perimeter /(%A Corner • • • • Illustrate Components Noted and Detais as Applicable • Woodblocking, Gutter, Edge Termination,•,tripping ,7lasixng, Continuous Cleat, Cant Strip, Base FNasrlifig, Counterflaslhing, Coping, Etc. • Indicate: Mean Roof Height, Parapet Height, Heilipapse Flashing, Component Material, Material thickness, Fastener Type, Fastener Spacing or Submit Aaroufaeturers Des Lhat Comply with RAS 111 and Chapter 16. • • • Anchor/Base Sheet & No. of PIy(s):CAF(A55e4fir/pLy) hiPt PRO 4214Fa.a 5 MJd'm <- FT. wax /JA Parapet Height /0 Mean Roof Height 1 8 6 1 6 6 1 1 1. 1• 1 1 1 1 1 1 1 6 1 1 1 1 1 1 6 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 AM 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 1 Campus Drive Parsippany, NJ 07054 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 Cdunty Produ'ct.'. •• Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami YSMe ounty)• • reserve the right to have this product or material tested for quality assurance purposes.this product.gr material fails to perform in the accepted manner, the manufacturer will incur the exptus%of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product ornitbarial 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 requirehiM:of the • • applicable building code. • This product is approved as described herein, and has been designed to comply with tfte Florida $ltitding Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® 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. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.goy/economy RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-1030.02 and consists of pages 1 through 67. The submitted documentation was reviewed by Joree L. Aceho_ MIAMI•DADE COUNTY APPROVED _ - _NOA No.: 154020.01_ L Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 1 of 67 Product GAFGLAS® Ply 4 Tri-Ply® Ply 4 Ply Sheet GAFGLAS® FlexPly" 6 GAFGLAS® #75 Base Sheet Tri-Ply® #75 Base Sheet GAFGLAS® #80 Ultima'' Base Sheet GAFGLAS® Stratavent® Perforated Venting Base Sheet GAFGLAS® Stratavent® Nailable Venting Base Sheet Ruberoid® HW 25 Smooth Ruberoid® HW Smooth Ruberoid® HW Granule Ruberoid® HW Granule FR Ruberoid® HW Plus Granule Ruberoid® HW Plus Granule FR MIAMI•DADE COUNTY APPROVED ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -105 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Dimensions Specification Description 39.37" ASTM D2178 (1 meter) Wide 39.3T' (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide ASTM D2178 ASTM D2178 ASTM D4601 ASTM D4601 ASTM D4601 ASTM D4897 ASTM D4897 ASTM D6163 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 Smooth surfaced asphaltic ply ahtet, • reinforced with fibejg?as$ mat. Smooth surfaced asphaltic ply Wt. • reinforced with fiberglass mat. • Smooth surfaced a,sphahic ply street• reinforced with fibetgrAs mat. •... . Smooth asphaltic baseor base/ply slteet reinforced with fibtt ra : mat. Smooth asphaltic base or base/nl'). 13aet reinforced with fiberglass mat. „ . Smooth asphaltic base or base/15Ij.She'et reinforced with fiberglass mat. Smooth surfaced asphaltic perforated venting base sheet reinforced with fiberglass mat. Smooth surfaced asphaltic nailable venting base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. Smooth surfaced torch applied SBS base or ply sheet reinforced with a fiberglass mat. Smooth surfaced torch applied SBS base or ply sheet reinforced with a polyester mat. Granule surfaced torch applied SBS cap sheet reinforced with a polyester mat. Fire retardant granule surfaced heat - welded SBS cap sheet reinforced with a polyester mat. Granule surfaced torch applied SBS cap sheet reinforced with a polyester mat. Fire retardant granule surfaced torch applied SBS cap sheet reinforced with a polyester mat. NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 2 of 67 • . Product Ruberoid® EnergyCap"' HW Plus Granule FR Ruberoid® Torch Smooth Tri-Ply® APP Smooth Membrane Ruberoid® Torch Granule Tri-Ply® APP Granule Cap Sheet Ruberoid® Torch Plus Granule FR Ruberoid® EnergyCar Torch Plus Granule FR Ruberoid® EnergyCap— Torch Granule FR Ruberoid® 20 Smooth Ruberoid® 30 Granule Ruberoid® 30 Granule FR Ruberoid® 30 Plus Granule FR Ruberoid® Mop Granule Tri-Ply® SBS Granule Cap Sheet Intec Flex PRF Ruberoid® Mop Smooth MIAMI•DADE COUNTY APPROVED Dimensions 1 meter (39.37") Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D6164 ASTM D6222 ASTM D6222 ASTM D6222 ASTM D6222 ASTM D6222 ASTM D6222 ASTM D6222 ASTM D6163 ASTM D6163 ASTM D6163 ASTM D6163 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 Product Description Fire retardant granule surfaced heat - welded SBS cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT® EnergyCote"` Elastomeric Coating. Smooth surfaced torch applied APP base or ply sheet reinforced with a polyester mat. Smooth surfaced torch applied APP cap, base or ply sheet reinforced with a polyester mat. ••.• Granule surfaced torch applied'tMs ap sheet reinforced with.a p41yester ma&. • Granule surfaced text applied APPap sheet reinforced with•t polyester m'at. ..•. .••• • Fire retardant granu4a surfaced teidr • applied APP cap slie tnforc&d it a polyester mat. ' • •• Fire retardant grannie outfaced torch applied APP cap sheet reinforced Vitlt a polyester mat. Cali 614et:is factcuj coated • with TOPCOAT® EnergyCotem • • • • Elastomeric Coating. Fire retardant granule surfaced torch applied APP cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT° EnergyCote"` Elastomeric Coating. SBS polymer -modified asphalt base or ply sheet reinforced with a fiberglass mat. Granule surfaced mop applied SBS cap sheet reinforced with a fiberglass mat. Fire retardant granule surfaced mop applied SBS cap sheet reinforced with fiberglass mat. Fire retardant granule surfaced mop applied SBS cap sheet reinforced with fiberglass mat. Granule surfaced mop applied SBS cap sheet reinforced with a polyester mat. Granule surfaced mop applied SBS cap sheet reinforced with a polyester mat. Granule surfaced mop applied SBS cap sheet reinforced with a polyester mat. Smooth surfaced mop applied SBS base sheet reinforced with a polyester mat. • NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 3 of 67 • Product Ruberoid® Mop Smooth 1.5 Ruberoid® Mop Plus Smooth Ruberoid® Mop Plus Granule Ruberoid® Mop Plus Granule FR Ruberoid® EnergyCar Mop Plus Granule FR Ruberoid® Mop Granule FR Ruberoid® EnergyCapTM 30 Granule FR GAFGLAS® Mineral -Surfaced Cap Sheet Tri-Ply® BUR Granule Cap Sheet GAFGLAS® EnergyCapr" Mineral -Surfaced Cap Sheet TOPCOAT® Membrane United Coatings' Roof Mate TCM Coating TOPCOAT® Surface Seal SB United Coatings' Surface Seal SB Roof Coating TOPCOAT® MB Plus United Coatings' Roof Mate MB Plus Coating MIAMI•DADE COUNTY APPROVED Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.3T' (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 1, 5 or 55 gallons 1, 5 or 55 Gallons 5 or 55 gallons 5 or 55 Gallons 5 or 55 gallons 5 or 55 Gallons Test Specification ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6163 ASTM D3909 ASTM D3909 ASTM D3909 ASTM D6083 ASTM D6083 ASTM D6083 ASTM D6083 Proprietary Proprietary Product Description Smooth surfaced mop applied SBS base sheet reinforced with a polyester mat. Smooth surfaced mop applied SBS base or ply sheet reinforced with a polyester mat. Granule surfaced mop applied SBS cap sheet reinforced with a polyester mat. Fire retardant granule surfaced mop applied SBS cap sheet reinforced with a polyester mat. Fire retardant granule surfaced mop applied SBS cap sheet reinforce4Mh a polyester mat. Cap sheet is factq>Mycdated with TOPCOAT® tile'rg}Cote''".. . •.' •• Elastomeric Coating. ' Fire retardant grannie SAffaced mop applied SBS cap sbddt'r'einforced wily a polyester mat. Fire retardant gran4e syffaced mop.; applied SBS cap sbwatreinforced with a fiberglass mat. Cap sheet is favtpix 5Qated with TOPCOAT® fne,CoteTO" Elastomeric Coating.' .".'. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Granule surfaced asphaltic cap sheet reinforced with a fiberglass mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Cap sheet is factory coated with TOPCOAT® EnergyCote" Elastomeric Coating. Water based elastomeric coating. Water -based elastomeric coating Solvent based thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Solvent -based thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Water based, low VOC primer used to block asphalt bleed -through. Water based, low VOC primer designed to block asphalt bleed -through. NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 4 of 67 . • . • • • • . • . . Product FireOutTM Fire Barrier Coating Flex Seal' VersaShield® Fire -Resistant Roof Deck Protection VersaShield® Solo' Fire - Resistant Slip Sheet Matrix— 102 SBS Membrane Adhesive Dimensions 5 or 55 gallons 1, 5 gallons or 1 qt. tube 12" x 100' rolls 42" roll wide, 100 ft. 3, 5 or 55 gallons APPROVED INSULATIONS: Product Name EnergyGuard" Polyiso Insulation EnergyGuard'" Tapered Polyiso Insulation EnergyGuarer RA Polyiso Insulation EnergyGuard" RH Polyiso Insulation EnergyGuard" RH Tapered Polyiso Insulation EnergyGuarr RN Polyiso Insulation EnergyGuarr Perlite Recover Board EnergyGuard" Perlite Roof Insulation EnergyGuard'° RA Composite Polyiso Insulation Structodek® High Density Fiberboard Roof Insulation SECUROCK® Gypsum -Fiber Roof Board SECUROCK® Glass -Mat Roof Board DensDeck® Roof Board DensDeck® Prime Roof Board MIAMI•DADE COUNTY APPROVED Test Specification Proprietary TAS 139 ASTM D226 ASTM D146, D828, D4869, D6757 ASTM D3019 Product Description Low VOC, water -based fire barrier coating. Solvent -based elastomeric sealant. Non -asphaltic fiberglass -based underlayment and /or fire barrier. Non -asphaltic, fire resistant fiberglass underlayment Fiber reinforced rubberized cold -applied adhesive for modified bitumen r88f • • systems. • . ' •' • ••• . .. • • • •.• • Table 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite recover board Perlite insulation board Polyisocyanurate foam insulation with high density fiberboard or permalite High density fiberboard Gypsum board Gypsum board Gypsum board Gypsum board • . • •• • • .... .... • • • • • • •.. . . . . • ••• •. •• : MVIthitfacturer• (With Curren&H6l'A) • . GAF •• • GAF GAF GAF GAF GAF GAF GAF Blue Ridge Fiberboard, In United States Gypsum Corp. United States Gypsum Corp. Georgia-Pacific Georgia-Pacific NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 5 of 67 APPROVED FASTENERS: Fastener Number 1. Product Name Drill -Tee' #12 Fastener 2. Drill-Tec' #14 Fastener 3. Drill -Tee" XHD Fastener 4. Drill -Tee' 3" Steel Plate 5. Drill-TecT" 3" Standard Steel Plate 6. Drill-TecT" ASAP 3S 7 Drill-Tec' ' AccuTrac® Flat Plate 8. Drill -Tee" AccuTrac® Recessed Plate 9. Drill -Tee" 3 in. Ribbed Galvalume Plate (Flat) MIAMI•DADE COUNTY APPROVED TABLE 3 Product Description Phillips head, modified buttress thread, pinch point, carbon steel fastener for use in steel or wood decks. With CR-10 coating. Available with a pinch point or drill point. Truss head, self -drilling, pinch point, high thread fastener for use in steel, wood or concrete decks. Truss head, self -drilling, pinch point, high thread fastener for use in wood or steel decks. Carbon steel extra heavy duty fastener used in steel decks. Round Galvalume® steel stress plate with reinforcing ribs and recessed for use with Drill- Tec"' fasteners. Galvalume® coated steel stress plate for use with approved Drill-Tec' fasteners. Drill-Tec' #12 fastener with Drill-TecT" 3" Standard Steel Plate. A2-SS aluminized steel plate for use with Drill- TecT" fasteners.. Galvalume® steel plate with recess for use with Drill -Tee' fasteners. Round Galvalume® plated steel stress plate with reinforcing ribs for use with Drill -Tee" fasteners. Dimensions #12 x 8" Max. Length #3 Phillips head. #14x 16" Max. Length #3 Phillips head. #15 x 16" Max. Length #3 Phillips head. 3" Round 3" Round #12x8" Max. Length #3 Phillips head with 3" Round plate 3" square; .017" thick 3" square; .017" thick. 3" Round Manufacturer (With Current NOA) GAF GAF•.... • • GAF • .... .... . . • • • • .... . . • . . . . . ..• •. .. • • • • • . • GAY .. • .. . • . . .•• . GAF GAF GAF GAF GAF NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 6 of 67 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Underwriters Laboratories Trinity Engineering IRT-ARCON Inc. Trinity I ERD MIAMI•DADE COUNTY APPROVED Test Identifier 3001276 3010215 3029832 3036980 3034312 3040738 3042887 3046081 1B9A8.AM 3D4Q2.AM OD1A8.AM 797-03221-267 797-10228-267 797-04694-267 797-03825-267 RR203450 FM Letter FM Letter R1306 4483.04 97-1 02-005 02-014 01-039 C8500SC.11.07 G30250.02.10-2 G30250.02.10-3-R2 G31360.03.10 G32520.06.11 G33470.01.11 G34140.04.11-2 G34140.04.11-4-R2 G34140.04.11-5-R3 G36780.07.11-RI G40620.07.12-2 G40630.01.14-1 G40630.01.14-2A G40630.01.14-2A-1-R1 G40630.01.14-2B-R1 G40630.01.14-2C G40630.03.14 G43190.03.14-1 G43190.03.14-2 G43190.05.14-RI Description Date FMRC 4470 01/28/99 FMRC 4470 03/01/01 FMRC 4470 05/11/07 FMRC 4470 08/14/09 FMRC 4470 04/09/09 FMRC 4470 05/18/12 FMRC 4470 11/14/11 FMRC 4470 02/13/13 FMRC 4470 09/04/97 FMRC 4470 04/26)/97. • FMRC 4470 • • • 04/0 D.8. • FMRC 4470 • • 09/24/JY1, • FMRC 4470 01/15/1.5 FMRC 4470 ••... 06/17/ • FMRC 4470 07/14 • FMRC 4470 . . 12/M411.5 FMRC 4470 04/11/136 FMRC 4470 : • : 09/15/15. • UL 790 01/25/18 TAS 114 06/0619? • TAS 114 03/01/02 TAS 114 04/08/02 TAS 114 03/01/02 ASTM D6862 11/30/07 ASTM D6222 11/11/10 ASTM D3909 06/03/15 ASTM D6164 03/31/10 ASTM D1876 06/28/11 ASTM D6164 01/13/11 ASTM D6163 04/25/11 ASTM D4601 6/4/2015 ASTM D4897 6/4/2015 TAS 114-J 07/18/11 ASTM D6222 07/17/12 ASTM D6163 01/06/14 ASTM D5147 01/07/14 ASTM D6164 04/10/14 ASTM D6164 01/16/15 ASTM D6164 01/07/14 ASTM D5147 03/06/14 ASTM D5147 03/06/14 ASTM D5147 03/06/14 ASTM D5147 05/20/14 NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 7 of 67 EVIDENCE SUBMITTED: (CONTINUED) Test A2encv Test Identifier Trinity' ERD G43190.11.13-1 G43610.01.14 G46160.02.15 G46160.02.15-2D-1 G46160.03.15 G46160.09.14-2A G46160.09.14-3A G46160.09.14-3B G46160.09.14-3C G46160.12.14-3E G6850.08.08 G6850.08.08-R1 G6850.10.08 G6850.11.08 SC6870.08.14-R1 PRI Construction Technologies LLC. GAF-122-02-01 GAF-245-02-01 GAF-276-02-01 Rev GAF-306-02-01 GAF-314-02-01 GAF-315-02-01 GAF-369-02-01 GAF-434-02-03 GAF-434-02-04 GAF-464-02-01 GAF-498-02-01 GAF-499-02-01 GAF-500-02-01 GAF-559-02-01 GAF-559-02-04 GAF-559-02-05 GAF-559-02-06 GAF-559-02-07 GAF-559-02-08 GAF-559-02-09 GAF-559-02-11 GAF-559-02-12 GAF-559-02-13 GAF-559-02-14 GAF-559-02-15 GAF-559-02-16 GAF-559-02-18 GAF-559-02-19 MIAMI•DADE COUNTY APPROVED Descrintion ASTM D6222 ASTM D5147 ASTM D6163 ASTM D6163 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D6163 ASTM D6164 ASTM D6222 ASTM D6222 ASTM D3909 . . •• • Date 11/15/13 01/22/14 02/12/15 02/09/16 03/11/15 09/09/14 /4 09/09/109/0914 09/09/14 12/z9P1'' . o8/01/1 04/414:• • 10/06/Q$ 02/17/ E6 09/64/1•a• 05/07/0'fi 06/10/140 • • 01/44G�:. . •••• • • ••. • TAS 139 ASTM D6083 ASTM E2178 ASTM D6083 : . • • • ASTM E96 07/9171•1: • ASTM D2178 08/23/11 ASTM D2178 08/23/11 ASTM C1289 10/22/12 TAS 114-J 09/06/13 TAS 114-J 09/06/13 ASTM C1289 02/06/14 ASTM D6083 09/16/16 ASTM D6083 03/12/14 ASTM D6083 03/12/14 TAS 117(B) 09/30/14 ASTM D1876 10/01/14 ASTM D1876 10/15/14 TAS 114(H) 10/02/14 ASTM D903 10/02/14 ASTM D903 10/02/14 ASTM D903 10/02/14 TAS 114-J 10/14/14 TAS 114-J 10/14/14 TAS 114-J 10/15/14 TAS 114-J 10/15/14 TAS 114-J 10/15/14 TAS 114-J 10/15/14 TAS 114-J 10/15/14 TAS 114-J 04/16/15 • NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 8 of 67 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 1I: Wood, 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 A(1): All insulation layers are adhered to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: (optional) Anchor sheet: Fastening Option #1: Fastening Option #2: Fastening r "Option .#3:jl FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection or or VersaShield® Solo'"` Fire -Resistant Slip Sheet. GAFGLAS® #80 Ultima'"' Base Sheet, GAFGLAS® Stratavent® Nailable Ven{ink. Base Sheet, Ruberoid® 20 Smooth, Ruberoid® HW Smooth or,u)1rDid® HW.2� Smooth base sheet mechanically fastened to deck as describedhalo • .. • . • GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS® Flex>1y; 6, • •, • GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any d£ OboBe ancflpn.. • sheets attached to deck with approved annular ring shank nailsaad tin capsat.a . fastener spacing of 9" o.c. at the lap staggered and in two rows 124' o c. in the • • • . field. . . . (Maximum Design Pressure —45 psf. See General Limitation #7) • • GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS® F1exPly." 6 .. • •• GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above anch5? • sheets attached to deck with Drill -Tee' #12 Fastener, Drill -Tee' #14 Fastener or Drill -Tee' XHD Fastener and Drill -Tee' 3" Steel Plate, Drill -Tee' AccuTrac® Flat Plate or Drill-Tec" AccuTrac® 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®F1exPly' tifffilI 'f1MI!tL•l ft I ii=P15/®"#75 Base -Sheet otrN any of above anchor shee s a' ac 6 to . ec wi app ved annular ring shank nails and tin caps at a fastener,spacing of 9" o:c-at4he,4=1ap_staggered,and,in ,two rows.9"-o.c-in.the,field. — (Maximum Design Pressure-52.5 psf. See Ge Thrwa itation #7) Fastening "' GAFGLAS® #80 Ultimate° Base Sheet, Ruberoid® 20 Smooth, Ruberoid® Mop Option #4: 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 two rows 9" o.c. in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above anchor Option #5: sheets attached to deck with Drill-Tee'#12 Fastener, Drill-Tee'#14 Fastener or Drill-Tec' XHD Fastener and Drill -Tee' 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 psiSee General Limitation #7) MIAMI•DADE COUNTY APPROVED NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 9 of 67 • •• • • • • . • • • • • Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Option #6: and 3" inverted Drill -Tee' insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above anchor Option #7: sheets attached to deck with Drill-Tec' #12 Fastener, Drill-TecT" #14 Fastener or Drill-Tec11` XHD Fastener and Drill -Tee' 3" Steel Plate, Drill-Tec' ' AccuTrac® Flat Plate or Drill-Tec' AccuTrac® 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) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener. (Table 3) Density%ft2 • • EnergyGuardT' Polyiso Insulation, EnergyGuardT'" Polyiso RA Insulation, •.. •. •• • EnergyGuard'°' Polyiso RN Insulation, EnergyGuardT' RA Composite Polyiso InswCntion • . Minimum 1" thick N/A • • • • • • 1 A• • • • • ....••..• Structodek® High Density Fiber Board, EnergyGuardT°' Perlite •Recover Board •. • '• Minimum'/2" thick N/A •••••• NIA.• • EnergyGuardTM Perlite Roof Insulation • • •• . • Minimum %" thick N/A •1{Iii• • • • • • •. . Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot aapb'alf within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® Stratavent® Perforated Venting Base Skeet laid dry or a layer of EngrgyGuardT' Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. •• Base Sheet: Ply Sheet: MIAMI•DADE COUNTY APPROVED (Optional) Install one,plyof GAFGLAS®#75Base Sheet,ITri-Ply® #75 Base Sheet, GAFGLAS® #80 Ultiina" Base Sheet, GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet GAFGLAS® FlexPly'M 6, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth, Ruberoid® 20 Smooth, Ruberoid® HW Smooth or Ruberoid® HW 25 Smooth directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See General Limitation #4). OR GAFGLAS® Stratavent® Perforated Venting Base Sheet loose -laid dry. (Optional, required over GAFGLAS® Stratavent® Perforated Venting Base Sheet loose -laid dry)One or more plies GAFGLAS® Ply 4, GAFGLAS® FlexPly" 6 , GAFGLAS® #80 Ultima' Base Sheet, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth, Ruberoid® 20 Smooth adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 10 of 67 Membrane: Surfacing: 1 One or more plies of Ruberoid® 20 Smooth, Ruberoid® 30 Granule, Ruberoid® EnergyCap' 30 Granule FR, Ruberoid® 30 Granule FR, Ruberoid® 30 Plus Granule FR, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth, Ruberoid® Mop Granule FR, Ruberoid® Mop Granule, Tri-Ply® SBS Granule Cap Sheet, Intec Flex PRF , Ruberoid® Mop Plus Granule, Ruberoid® Mop Plus Granule FR fully adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 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. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of Approved asphalt at 60 lbs./sq. GAFGLAS® Mineral -Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheaf • • • . or GAFGLAS® EnergyCap' Mineral -Surfaced Cap Sheet adhhil•in:a full 6.: • mopping of approved asphalt applied within the EVT range antl.at;atate o1'2Q-4j31 lbs./sq. • TOPCOAT® Surface Seal SB or United Coatings' Surface Sell• S13Roof Qvatii> • • applied in one or more coats at a minimum rate of 1.0 gal./sq. pef Mat. • • • • • • OR ... . . . . . TOPCOAT® MB Plus or United Coatings' Roof Mate MB P11} C;oajing • • • applied at a minimum rate of 1.0 gal./sq.(to be used as a primer) fillawed try • 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 MIAMI•DADE COUNTY APPROVED NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 11 of 67 .• • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exPly' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/.," DensDeck® Roof Board or'/" 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 20-40 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•avArJ.osed Lev'.' foam insulations when the base sheet is fully mopped. If no recovery board is used +a base sheet, shall be applied using spot mopping with approved asphalt, 12" diameter circles,.24'iesc.; or gtrrp • • mopped 8" ribbons in three rows, one at each side lap and one down the center of tlid Meet alld i itg a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"bieq shall be '. • placed every 12' in each ribbon to allow cross ventilation. Asphalt application of sithvt system stall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be lim ,ed'to:a maximum design pressure of -45 psf. • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Ferce,(F') vOte of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener d'aiuA, as field-tested, are below 275 lbf. 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 in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed 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 Application Standard 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 MIAMI•DADE COUNTY APPROVED NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 67 of 67 • w .• Backs a ewe 14145a•easts7R sabortt-o, a winged n'cr fararpdpsogsarnt+msdp l Itatsug "Ilan"! idlis s7 Deg* rora: reitypethhe...__Ilhowalfterseed ewe 'trtOrawos—+tr�am'�-avptaas_t.�.�,...�ya� �ttneel/t,'D0or°rmrglssa:72.6841W4e111=4* u�'h1�41et��'°�In�6 e�oasaer'Ds�Deekar ��eAi7e --Vie&U�terq�mCM�R.:iios•tti'lD�tiDB�l� ist c>,pp75'' ' �'�-ar`71MNi nvtys .Asss — t �g▪ i��tlstatte oe��+�'�1f►o�leteRaat4lmtnetulga • • • • IS. boas BC nos-.tt er`aabls9 "applkd•laRmsfl 4!? • •• • • • aaase-.pflysheet,. ...emsoles �i1N.�Ya or • Alas • • • • • • -.QnssrizurmeT sdhy�'tbPalAnoS6iSmliHpSgli'�i' •••• c— mpgw { adhuedWagIstZ O ''' •... ••• • • • • asru oo itelde ::• • 33.19ss g aTrai nos-1 pa'afmagra atpusiat1cOb 1:i11D9'1i'•.• • • • • rto�aI1 •i, •• .• • �'otiet w t'•q -_ "•^.� " ��•)du• *r uC+ug- " •.,,y 1+KR�7 +wwoes • • lt y t+liaddieTiateacllt7�Quyl7a�r= `�y�3 gm*• • t�"�` �t ft bo<ehrinnidp a tmat+# feotaRlt�med + 1► ••aooaor sro v sraoa , adltr-M tBtkotee ae It 8 • • • stortockeso ""Momder-t0Poo nosto Nos- Wits?' ortsstassirallithdit:aeaneur2433V1M44 Mound 1 20. nada C•15J • ► MQVolliraiso +M# 8 arlhlrGoofr Qe' 3+ mincer er er with Mao& nsedankatty_Vie• fas20"ar 7h�ilt •ea"'RaD�d®:IoelIIlRdBzeer RIP meat,—erre WIWIG3.• Ronal Sabred Cop ant' arilts NtheadSvdaddelOttroliireGAMONS 1. 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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. •••• 4. Exposed Ceiling: Exposed, open beam ceilings are where the ur>de ic.* of the roof:decking •• can be viewed from below. The owner may wish to maintain the architectural appearance; th:r Qrp• roofing nail penetration of the underside of the decking may not be acceptable.:Thii,Pwvides'the option of maintaining the appearance. •• • •• •• • • • •••• • • •• • •• • •• • • •• • • Renallin wood decks: When replacing roofing, the existingwo58'ro& deck ma hive to g P 9 9 � • iled in accordance with the current provisions of Section R4403. (The roQfrreik is usually,• • • concealed prior to removing the existing roof system). • .... •••• ••• • • • • • •• •• •• Overflow scuppers (wall 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 R4413. Owner/Agent's Signature /Z9 S,c/e- 9 7,57. Property Address Revised on 7/9/2009 LD;07/01/2015; It aGQvA e. ( % Date Contractor Signature Date Permit Number (06 t/tir/t/ hores illage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 'E: Permit # o_lg-7.0%g DATE:O " /40-z/g INSPECTION AFFIDAVIT --Tfr/// �, &t S 4 (Print name and circle License Type) licensed as a (Contractor / ngineer / Architect, FS 468 Building Inspector License #: C_ C C - O52 c g On or about /IT&Dr�/ A(,(,G_" .S'J'l 0 /10, ,QII did personally inspect the roof deck nailing (Date & time) work at /z 9g //i 97 S / . (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this lo 774 day ot'4,/G.Z$7' Notary Public, Sate of Florida at Large 0/NA,DL. `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof w permit r and address # clearly shown marked on the deck for each inspection )` De„iend , n 1711 rm / �l911')Oh0 NOTICE OF COMMENCEMENT A RECORDED Z COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.R! '/ 0?$ TAX FOLIO NO.//'3#S' 00TI• 0.55-0 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Com a .ent. STATE OF FLORIDA, • NTY OF I HeREPt CERTIFY that the .nitik131 on file in this IARVEY RUVI JESSI 1. Legal and Description of Improvement: 3. Owner(s) name and acjdcels: Interest in property: csj l/p Name and address of fee simple titleholder: 4. Contractor's name, address and phone umber 3oac9/ /t%Jr. 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: CFN 2018R04-83399 OR BY. 31094 Ps 4828 (1Pss) RECORDED 08/09/2018 13:56:28 HARVE't RUVINf CLERK OF COURT NlANI-DADE COUNTY? FLORIDA Space above reserved for use of recording office • ��' '54'5—.i LO /.2 'I'Lk� 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s)er(s) o Prepared B PrinName Title/Office A thori ed Officer/Director/Partner/Manager Prepared By Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE J�� Te foieegoi g instru Bt waa,ai kno ledged before me this / day of �u , '/g By�� (�I�,(J�V ® Individually, or ❑ as for - ❑ Personally known, or lit produced the following type of Identificagn: FL Signature of Notary Public: - Print Name: c�A /2& /I AI ,' Z 2iQ (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signat s) of Owner(s) or Owner s 's Authorized Officer/Director/Partner/Manager who signed above: By By 123 01-52 PAGE 3 6/12 RE: Permit # RF" —N— 20g.- (Print name and circle License Type) IVIiami Shores Viiiage Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795,2204 Fax: (305) 756.8972 DATE:0ZS — /0'2-O/2 0 licensed as a ((Contractor ngineer / Architect, FS 468 Building Inspector License #: C C C" 05-2 0 Z/g On or about 7—i2/,, ,4 S`T/04/ (04.51 i did personally inspect the roof deck nailing sr (Date & time) work at /z 90 /VE 9 7 $T. (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned, Sworn to and subscribed before me this fo r7 day o1'/reLST Notary Public, Sate of Florida at Large SClivk `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof w permit # and address # clearly shown marked on the deck for each inspection Potdcori nn /7Nt1Ml11A16M1M/U10 0 ,., a .s �,. �' 4 _ O 4 4o. 4 .s