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RF-18-1070 (2)Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Issue Date: 4/30/2018 Permit NO. RF-4-18-1070 Permit Type: Roof Work Classification: Tile/Flat Permit Status APPROVED Expiration: 10/27/2018 Parcel Number Applicant 711 NE 94 Street Miami Shores, FL 1132060141980 Block: Lot: ELIDA TRIAY VALDES Owner Information Address Phone Cell ELIDA TRIAY VALDES 711 NE94ST MIAMI FL 33138-2914 Contractor(s) Phone ENVIROTECH ROOFING GROUP INC (305)207-4993 Cell Phone Valuation: $ 19,500.00 Total Sq Feet: 2747 Type of Work: Re Roof Additional Info: TILE/ FLAT RE -ROOF TILE WITH BORAL 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 Amount $500.00 . $12.00 $4.50 $3.00 $4.00 $300.00 $9.00 $16.00 Total: $848.50 Pay Date Pay Type Invoice # RF-4-18-67265 04/30/2018 Credit Card 04/24/2018 Credit Card Bond #: 3732 Amt Paid Amt Due $ 798.50 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Review Roof Roof in Progress Renailing Affidavit Review Roof Cap Sheet 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 -II the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Fut authorize the above- d contractor1to do the work stated. Authoriz natur=:Owner / Applicant / Contractor / Agent April 30, 2018 Date Building Department Copy April 30, 2018 1 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC 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 tom/ ROOFING PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS:\N \N\_ REc : PR 2 FBC 2017 Master Permit No. PYi" a -A01 d Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:\ \ �Z�c,.� \A \C'\0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): e\-\e-k ?\\ BFE: FFE: Phone#: Address\-\ CXL\ S\- City: 1 S i«S State: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: t-`( -`1 R)\� .J\11.' Phone#: Address: ".�-�C7� SW '2At) City: State: Qualifier Name L4 l\% ✓Y. 4f State Certification or Registration #: LL(._.-2;Z56-AoR Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Square/Linear1Footage of Work: `Z'ALS-A"` Value of Work for this Permit: $ V \ tSU:) 0) Type of Work: ❑ Addition ❑ Alteration ❑ Ne w Phone#: Repair e lac n Demolition Description of Work: \ \\Q Specify color of color thru tile: Permit Fee $ 300 00 Submittal Fee $ Scanning Fee $ Ct Technology Fee $ ib Structural Reviews $ CCF $ 4.5o Z CO/CC $ Radon Fee $ 3 DBPR $ Notary $ Training/Education Fee $ 4 Double Fee $ 5 Bond $ 0o TOTAL FEE NOW DUE $ 2.9 Q • 5a (Revised02/24/2014) 7n.50 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. pSignature j(c2 �G�t� ��f-�f/ Signature() I'OWNER or AGENT ' CONTRACTOR The foregoing instrument wTs acknowledged before me this The foregoing instrument was acknowledged before me this `-'V day of liApil \ , 20 Ncib , by day of ririi \ , 20 N' , by \ —� ��Qj? , who is personally known to n ,yil is personally known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: �,,oti,e�:,,, ELISA I POUSO AILL ,.>> t 'o .ry - . . '.a ,� ail Commission # GG 039395 '-:; o�`P` My Comm. Expires Oct 17, 2020 identification and who did take an oath. NOTARY PUBLIC: Sign: Print: eal: ELISA I POUSO . 1 Commission # GG 039395 moo:; o�,o?, My Comm. Expires Oct 17, 2020 ur, ******************************* *** **** 7************************************* *************************** APPROVED BY ter' Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk 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: E\\� ' \ Property Address:.i\\ mot`.'\ . ,,)Y414,; Roofing Permit Number: Dear Building Official: ISZ/` /i?/'¢ y 'T/ 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 less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) :Signature \ Date: `\--ek—\ .Z/J - l z 7 ; / ,4 7-/ 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 c::>1- day of Notary Public, Sate of Florida at Large .••*FV ;,=ot ELISA I POUSO F. •-: Notary Public - State of Florida • . . ''%;;opft.QP' My Comm. Expires Oct 17, 2020 When the just valuation of the structure for purpose of ad valorem > I,•,,"ing was not constructed with FBC nor a 1994 • SFBC. Then you must provide a building application from a Genera! Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Property Search Application - Miami -Dade County Page 1 of 3 IMPORTANT MESSAGE SEARCH: 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 Collectors website directly for additional information. Address Owner Name Subdivision Name Folio 711 ne 94 st PROPERTY INFORMATION 0 Folio: 11-3206-014-1980 Sub -Division: MIAMI SHORES SEC 2 Property Address 711 NE 94 ST Miami Shores, FL 33138-2914 Owner ELIDA TRIAY MARTI Mailing Address 711 NE 94 ST MIAMI, FL 33138 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SO Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/Baths/Half 3/2/0 Floors Living Units Actual Area 2,377 Sq.Ft Living Area 1.822 Sq.Ft Adjusted Area 2.070 Sq.Ft Lot Size 9,675 Sq.Ft Year Built 1956 Featured Online Tools Comparable Sales Glossary Non -Ad Valorem Assessments Tax Comparison Tax Estimator TRIM Notice Suite Q 0000 N.L 9'4rTa., PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Value Adjustment Board ASSESSMENT INFORMATION 0 BENEFITS INFORMATION 0 Year 2017 t 2016 2015 Land Value 90,008 $251,390 $232,460 Building Value 144,072 $144,072 $144,072 Extra Feature Value $1,423 $1,433 $1,212 Market Value 7435;, 3 $396,895 $377,744 Assessed Value $149,714 $146,635 $145,616 Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $285,789 $250,260 $232,128 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Senior Homestead Exemption $50,000 $50,000 $50,000 Widow Exemption $500 $500 $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). http://www.miamidade.gov/propertysearch/ 3/20/2018 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 FERNANDEZ, DARWIN ENVIROTECH ROOFING GROUP, INC. 13400 SW 38 ST MIAMI FL 33175 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR R.� STATE OF FLORIDA DEPARTMENT°OF BUSINESS AND PROFESSIONAL' REGULATION .,, ,,,, I a�-_+err �.,, CCC 1328704,E . ISSUED09/04/2016 CERTIFIED ROOFING' CONTRACTOR FERNANDEZ DARWIN T,9 ENVIROTECHtROOF..ING GROUPt.;iINC. IS CERTIFIED under -the provisions u Expiration date .' AUG 31, 2016 - — ,--_= . DETACH HERE STATE —OF FLORIDA of Ch.489 FS. L1609040001629 KEN LAWSON, SECRETARY DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER CCC1328704 The ROOFING CONTRACTOR Named below IS CERTIFIED. Unde(the;provisions of Chapter 489 FS. Expiration date: -AUG 31, 2018 FERNANDEZ, DARWIN:— e.. ENVIROTECH .ROOFINGGROUP, INC. 13400 MIAMI --' FL:331,75 • SEQ # L1609040001629 ISSUED: 09/04/2016 DISPLAY AS REQUIRED BY LAW 005519 Local Business Tax Receipt Miami —Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 7186114 BUSINESS NAME/LOCATION ENVIROTECH ROOFING GROUP INC 13400 SW 38 ST MIAMI FL 33175 RECEIPT NO. RENEWAL 7466999 ILBTI 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 ENVIROTECH ROOFING GROUP INC 196 SPECIALTY BUILDING CONTRACTOR C/O DARWIN FERNANDEZ QUALIFIER CCC1328704 Vorker(s) 10 PAYMENT RECEIVED BY TAX COLLECTOR $75.00 08/24/2017 FPPU02-17-021386 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 gnrww.miamidade.govRaxcollector ACG L' CERTIFICATE OF LIABILITY INSURANCE `-----' DATE(MMIDD/YYYY) 04/11 /2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy (ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER FrankCrum Insurance Agency, Inc. 100 South Missouri Avenue Clearwater, FL 33756 CONTACT NAME: PHONE (A/C, No, Ext): (800) 277-1620 X 4800 FAX (NC, No): (727) 797-0704 E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC# INSURER A: Frank Winston Crum Insurance Company 11600 INSURED FrankCrum UC/F Envirotech Roofing Group, Inc. 100 South Missouri Avenue Clearwater, FL 33756 INSURER B: INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 482247 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN SSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSRD SUBR WVD POLICY NUMBER POLICY EFF (MMIDD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY I EACH OCCURRENCE $ CLAIMS -MADE r OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ GEN MED EXP (Any one person) $ PERSONAL & ADV INJURY $ L AGGREGATE LIMIT APPLIES PER: POLICY O PROJECT I I LOC OTHER: GENERAL AGGREGATE $ PRODUCTS-COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY SCHEDULED AUTOS NON -OWNED COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ _ PROPERTY DAMAGE (Per accident) $ UMBRELLA UAB EXCESS UAB _ OCCUR CLAIMS -MADE EACH OCURRENCE $ AGGREGATE $ I DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y/N N/A WC201800000 01/01/2018 01/01/2019 X PER STATUTE OTH- ER I E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE -EA EMPLOYEE $1,000,000 E.L. DISEASE -POLICY LIMIT $1,000.000 ��,�,,,e-.......-.. ...., .,...�... .. . ., .. . DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required Effective 07/31/2017, coverage is for 100% of the employees of FrankCrum leased to Envirotech Roofing Group, Inc. (Client) for whom the client is reporting hours to FrankCrum. Coverage is not extended to statutory employees. CANCELLATION Miami Shores Village Building Dept 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPR SENTATIVE ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD © 1988-2016 ACORD CORPORATION. All rights reserved. Pc 18-101U Florida Building Code Sth Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section A, (GEmplai Infoirmatlon) llAaster Penult No. Process No. Contractores Name \"0 Job Address —\\\' CINL\ id Low Slope IL7 Asphaltic Shingles ROOF CATEGORY •••• • • • •••. •• • E:1I Mechanically Fastened Title MorblilA ihesIve.$3t 7lle fl l Metal Panel/Shingles WooayRrr gleslshaakes •• • ICJ' Prescriptive BUR-fiAB 41 Vow there • .. QaleOrli St o as1•. ' III No :. Type: tta'.;el c I. GX�:l ROOF TYPE f iJ Recovsrtog ®J Repair ® Maidififtfdrice •. • (ROOF SYSTEM IINFORMATIOK .• • • • • .• Low Slope Roof Area (5F) Steep Sloped Roof Area (SF) Total (SF) Section S (Roof Pier)) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow eUuppurs one overflow araans. Identify dimensions of elevated anciude dimensions of sections and levels, ciearll pressure zones and location of parapets. rw w..- ... TM•.. --,- ...,. .;� _..-tel: L . « LJ . ..r..ih » U» ... ..S�� r \7 4,4 44 "7, w -" " �. .... . ..: r.+r.J..wr�. , -.. .- ,.'....W .,. .....•.fin . ti...w., ' y .... �ry..r,�.�..•N.x,N...'..�w. .:... �, - » - ., ..... ,. _ - ....... " pm_-�..,1,,, ` •.... .• • • • ...... • • •.... • • •.... •.••.. • •• ...... • • ...... • • 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.proviVons of S15Ltidn R4402 govern the minimum requirements and standards of the industry for roofing system ins'tapatiors. Addifio yli, the • • • •; • following items should be addressed as part of the agreement between the owner anttliac4rLtractor, Jh owner's •• initial in the designated space indicates that the item has been explained. ...... ...... • • ...... ••••• • • •. • 2• Renailing wood decks: When replacing roofing, the existing wadd fdof deck rays ave to•.:.. • be renailed in accordance with the current provisions of Section R4403. (The roofdeck is QSi.fally ...... • concealed prior to removing the existing roof system). • •' •' • • ...... ...••. • • • • Exposed Celling: Exposed, open beam ceilings are where the underside of the NAf decking • • can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, • roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 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/A ent's Signature Date %L Co�� g g 1 ntractor Signature Date Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number Section C ROOF SYSTEM MANUFACTURER: Product Approval (NOA): MIAMI- COUNTY Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) "Delivering Excellence Every Day" Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Top Ply: GAF 15-1020.01 System Type: Al Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: I -42.8 (P2) Perimeters: (P3) Corners: psf -71.1 1-108.0 psf psf Maximum Design Pressure From NOA: -52.5 Roof Slope: 0.50 " : 12 Roof Mean Height: psf Parapet Walls: No ElYes Parapet wall Height: Deck Type: 5/8" Plywood -- Support Spacing: I N/A Alternate Deck Type: Existing Roof: " o/c ft. N/A SAME Fire Barrier: N/A Vapor Barrier: N/A Anchor Sheet: 1GAF GLASSBASE 75# Anchor Sheet Fastener / Bonding Material: 1-1/4" RS NAIL & TIN CAP 1-5/8" Insulation Base Layer Size & Thickness: 1" PERLITE INSULATION 4'x4' Insulation Base Layer Fastener / Bonding Material: HOT MOP ASPHALT Insulation Top Layer Size & Thickness: N/A Insulation Top Layer Fastener / Bonding Material: IN/A Base Sheet(s) & No. of Ply(s): N/A Base Sheet Fastener / Bonding Material: N/A Ply Sheet(s) & No. of Ply(s): GAF RUBEROID 20.&-1PLY Ply Sheet Fastener / Bonding Material: HOT MOP ASPHALT ft. GAF MINERAL CAP SHEET Top Ply Fastening / Bonding Material: HOT MOP ASPHALT Surfacing: [GRANULES SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: N/A • • • ____- • •---� •••. Single Ply Sheet Width: N/A No. of Single Ply 1/2 sheets: •• . " 1/2 SheOrWtItlr. N/A ':• •.•••• • N/A •••••• •• . Single Ply Membrane Fastening / Bonding 11'a%eial: • • • I N/A • . •• •• •... ❑,r FASTENER SPACING FOR BASESCIEEI •A•STTACHMEIIT ❑ SINGLE PLY MEMBRANE ATTACHMENZ • • • • • • • 1. Field: 2. Perimeter: " o/c @ Laps & " o/c @ Laps & •• rows ••.'• • . • rows 6 6 " o/c 3. Corner: " o/c @ Laps & rows " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: MEI 2. Perimeter: Insulation Fastener Type : 3. Corner: N/A WOOD NAILER TYPE AND SIZE: • 1"X6" PT WOOD Wood Nailer Fastener Type and Spacing: #12 WOOD SCREWS 16" OC EDGE & COPING METAL SIZES: Edge Metal Material: Edge Size: --Galvanized Metal-- •.•..• • • • .•..•. • • ••••.• • • •••.. .•.•. ....•. •• • • •..••. • • --3" face 26 ga.-- Hook Strip Size: I --METAL EDGE HOOK STRIP N/A- Edge Metal Attachment: 1 1/4" RS NAIL 4" OC Coping Material: Coping Size: LCOPING METAL SIZE N/A — --PARAPET COPING METAL N/A— Hook Strip Size: --COPING METAL HOOK STRIP N/A — Parapet Coping Metal Attachment: N/A r Insulated Nailable Deck With Edge Nailer MIAMI D DE COUNTY "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: Top Ply Interplies Base Sheet Anchor Sheet ‘T, `II Roof Deck Base Layer of Insulation --- Top Layer of Insulation -+-- Drip Metal - Continuous Cleat -- Wood Nailer k� Roof Mean Height::. 1.2. Drip Metal: •••... ft. •••• .... •... ...... . .• 13"X3" GALV 26 G _ ... ............... •... Continuous Cleat:..••,• . .. • . . • .. ..... ..... NA ....' . ...• Surfacing: (GRANULES Top Ply: • . • • r . • • . •••••4 ...... • • . . •• . •. . •• • • ...... . IGAF MINERAL CAP SHEET Interplies: GAF RUBEROID 20 Base Sheet: NA Top Layer of Insulation: NA Base Layer of Insulation: 1" PERLITE INSULATION 4'X4' Wood Nailer: 1 "X6" PT WOOD Wood Nailer Fastening: I#12 WOOD SCREWS 16"OC Anchor Sheet: GAF GLASSBASE 75# Deck Type: !PLYWOOD 5/8" f Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section D (S+ooe Sloped Roo Minimum Design Wind Pressures N Applicable (From RAS 127. or calculations): • 4. Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mrwith the values from M,. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method la acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" i 71 ��15 +11..;1\) -tAAi NOA 111,y •... (P:c.CCRIA:�' ''S orXV4S)-Mg: Mrs\Vet. NOA 111,I, �•S ••••.• (p3ritil:1 : -3\S +31=1) ) - Mg: Th.% - Mr�3i`i� NOA Ml• t .... •.•.•• • Method 2 "Siunplifed Tile Calculation Per Table Belot+".. • Required Moment of Resistance (Mr) From Table $elow3�� NOA.14 5,S•• . • • • a • • • •• Mr Required Moment Resistance" • • • • Mean Roof Height — Roof Slope 15' 20' 25' ; ' • • • • • • 30' • _ • 40' 1.43.2 2: 2 34ri 30.5 311.2 .. '. •39.7 • 3:12 32.2 34.4 38.0 . - 1i'.4 S.3 412 30A 32.2 33.3 35.1 •.. • y.3 ' 5:12 23.4 30.1 31.E 32.$ 34.0 6:12 24.4 28.0 29.4 30.5 32.4 7:12 244 25.9 271 23.2 30.E •Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F. If the F' values are greater than or equal to the Fr values, for each area•of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (pi:w: )-W:scos O:- Fr,: NOAF' (Pt :.�_ =1. ®..._ : w: - �) - W: x cos 9: _._._ = Fr2: NOA F' (Pa::l: W: )—W:._..scos9:= Frs: NOA F' •••Ss . . ...•. • • . . ..... • •...• •.•••. • • • •.•.. • 00000 . Where to Obtain Information Description Symbol Where to find Design Pressure P 1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE hued on ASCE 7 Mean Roof Height H Job Site Roof Sleep g Job Site Aerodynamic Multiplier 1, NOA Restoring Moment due to amity M. NOA Attachment Resiataoce Mr NOA Required Manreat Reeistance M. Calculated ' Maimom Attachment Pa$ its toe 1` NOA Required Uplift Resistance F, Calculated _ AversgeTile Weight W NOA Tile Dimensions i- latgth w- width NOA All calculations must be submitted to the Building Official at the time of permit �• • licatioa. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) IICP Adhesives and Sealants, Inc., 12505 NW ;fee -Street Coral Springs, FL. 33065 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.gov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • : This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Co iM Section • • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tre'rgl1t to hide this prodfi ' • • or material tested for quality assurance purposes. If this product or material fails to perform iri t.ne accepted m•anner, fhe►..: • manufacturer will incur the expense of such testing and the AHJ may immediately revoke oc ify, or lu end the use • of such product or material within their jurisdiction. RER reserves the right to revojce. L1-14 accept4illrt;, if it. j ., • determined by Miami -Dade County Product Control Section that this product or material fails'iafneet tbntequiremetits... • of the applicable building code. • . . . . This product is approved as described herein, and has been designed to comply with:the FTorida.Bttilaing Code including the High Velocity Hurricane Zone of the Florida Building Code. . . . .. . . • . . . . ..• . . . r DESCRIPTION: ICP Adhesives Polyset°_AH-160J LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. 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 renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED CPNOA No.: 17-0322.0 3 Expiration Date:05/10/22 Approval Date_04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications . • .... . Producenesc'ription :"• .... • • • ICP Adhesives N/A TAS 101 Two component polyurethane fi7am•adhesive Polyset®AH-160 . ... ICP Adhesives Foam N/A Dispensing Equipment •.. • Dispenser RTF1000 . . . ICP Adhesives ProPack® N/A Dispensing Equipment 30 & 100 . • • • . • PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Ce11 Content Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subjectto normal manufacturing variation. M I•DADE COUNTY Results APPROVED Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Fe 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 •• •• • • 0.4439/A� • •• Southwest Research Institute 01-6743-011 ASTM E 108 • • 1'1/T6/94 01-6739-062b[1] ASTM E 84 01/16/95 .•.. •. • • . • . Trinity Engineering 7050.02.96-1 TAS 114 03/1V,9.6 P36700.04.12 ASTM D 1623 Q4(2$/12 P39740.02.12 TAS 101 02/21/12 • • . TAS 123 • • • • •• Celotex Corp. Testing Services 528454-2-1 TAS 101 •• ' Wi2.31$8 528454-9-1• 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 • •• • • • • • •• • • LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. 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. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicatprs tgthe autthpgiiy fiaving jurisdiction. •.. • • • 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is retie are$ before aPplicatioit of any adhesive. The mix ratio between the "A" component and the "B" component stialf >je maintained betwee$ .... .. . • . . .• . . .• .• 1.0-1.15 (A): 1.0 (B). • •• 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser it14141000 or If P• • Adhesives ProPack® 30 & 100 dispensing equipment only. • • • • • • • • 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. . •• • •• 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minus afiar ICP Adhesives Polyset® AH-160 has been dispensed. •"• '• 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. MIAMI.DADE COUNTY APPROVED • • • •• • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles # 1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at • overlap •, 12 grammpnypaddy •• • •' •••• • • • • • • •••• • .... Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each •••• bead .,.• •.• Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches • • •.3�4 grams under pan... LABELING: . . • . . . . . • . . • • • •.• . •.. . All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the • • • • manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. •.• .' • ••. • . .• ••. • •• 141AM1CADE COUNTY BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI-DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nall through plastic cement Iwhen required) yndwlaym ms fart Course Paddylam.•ch Tile' — Lave Closure / fascia Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. . •• • • • • •••• • • • •• • •••• • Medium Profile / Double Pari The •••• •••• •` • • • • •• • • • •• •• • • •• • • •••• 1. Starting at the eave course.,Wly a mipanum 2" (50.8 mm) x 10" (254 mm).x 44' (25.4 mir) foam paddy onto the underlayunenn positioned as shown. under the pan portion ofhegtrli closest to the • • overlock of the tile being Mt. • •••.•• • • • •• • • 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Fail through ohmic tsrnsuo (when required) Nail through plastic cement 4when required' trim Cou r►. Paddy( en.athille) Ewe Oorore Fascia Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive aort• a ctwith the •underside of the tile. • • •• • •. . .... •••• 2. At the second course, apply.a iririimum 2",(50.8mnL) • x 7" (177.8 mm) x 1" (25.4 .m foam faddy onto the underlayment positioned asshown under Ave,. strengthening rib closest t0 tlitiayerlock of'the tile being set. •. •• ••.• • . . • ' '. 3. Continue in same manner. Insure apprc irn'ately 10'; (64.5 cm2) - 12 (77.4 cm2AyjrarQ inch a¢ljelive contact with the underside of the tile. Medium Profile / Double Pan Tile • 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 (All ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (4Q9.7 cm2) — 23 (148.4 cm2) square inch adDegive corrtaet•with the• • • • • • underside of the tile. ' • • •• • • • • • .... . 2. At the second course, apply a minimum 2'*�50.8mrii). • •: x 7" (177.8 mm) x 1" (25. ,rpm}foampa1 '.onto the • underlayment positioned 4.5. 1-Awn under jbg pan • • portion of the tile closest to•fhaverlorli bf the tile being set. • 3. Continue in same manner:Insa a approximately 176' (109.7 cm2) - 19 (122.6 cm/T square incfi'adhesive contact with the underside of the tile. NOA No.: 17-0322:03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 • • ADHESIVE PLACEMENT DETAIL # 3 Flat/Low Profile Tile Medium ProfllGTile 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevenpthe expaxelod adhesive• •: • from blocking the weep 11e1es Insure ••• • • • • approximately 17-23 in' ( 119.'1-148.' 'e ?i2) of adhesive contact with the underside of the tile •••• •• • • • • •• • • ••••• • • •• • • •••• 2. Apply a 4" (101.6 mm).4;(T01.6 >ax 1" (25.4•••• mm) foam paddy onto tkle•uaxierlaymentjust below• • the second course line positioned foam paddy under the strengtheningrib f g flat tile, or under toe...: pan portion of the tile, cltlest•to theme?jock fdr • the second course tile to be installed. 'Insure approximately 8-9 in2 (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) High ProflleTlle MIAMI•DADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure appmimately 9 (58.1 cm2) - 11 (71 cn3;) square incii„villesive contact with the underside•of lie tile at.he.overlap and 7 (45.2 cm2) - 9 (5&}or2.) squaao:r ch • adhesive contact with the tir►derside of the tile at • • the head of the tile. Cor;ttrhte Ln samg'rua suer. • • • • • • •• • • • • • • • •• •• • • • • • • • • • • • • • • • • • •• • • • • •• • • •• • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page l0 of 11 ADHESIVE PLACEMENT DETAIL Two PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. In. In contact with the pan tile. 2) Turn covers upside down. Place adhesive In to 1 in. from outside edge of cover tile. Then Install the tile. Ensure 20 to 25 sq.In. contact area. Underlayment Eave dosure (muter shown) Weephole Fasda Board Steep phch applications when required) Sheathing Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at save line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles.Shipport eave tiles from rocking until adl,esive has s•ohance to• • • • • cure. • .• • ••.. • •• •.•• • 2. Continue in same manner 81inging tw8 pan courses up toward tharidge•Insur.••• •• • • approximately 65 (41,4 iv12) — 70• (4 �6 cmZ • • • • square inch adhesive cpflt with Yiae lindersidc of the pan tile. • •• • • • • • • • • • 3. Turn covers upside dOwqevosing the undersign.: of the tile. Apply a mil/Inuit 1" (2?.ti.thln) x 10" • (254 mm) bead of adhesive directly'En the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) rGAFF 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 mt.- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.eov/economy 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 i mty Product* • Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami.Da I .Countlj'). •. reserve the right to have this product or material tested for quality assurance purposes irThis pro.dui• material fails to perform in the accepted manner, the manufacturer will incur the expejrsg•vf sucht, Ling • and the AHJ may immediately revoke, modify, or suspend the use of such product or plaitgl ial within. • • their jurisdiction. RER reserves the right to revoke this acceptance, if it is determin&d by lYliami•Dada County Product Control Section that this product or material fails to meet the requirtmept%of the • applicable building code. • • • This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. 7 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. 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. Acebo. MIAMI•DADE COUNTY APPROVED NOA No.: 15-1020.01 Expiration Date: 11/06/188 Approval Date:- 02/15/18 Page 1 of 67 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 Product GAFGLAS® Ply 4 Tri-Ply® Ply 4 Ply Sheet GAFGLAS® F1exP1yTM 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®IW_Plus Granule FR MIAMI•DADE COUNTY APPROVED Test Product • Dimensions Specification Description 39.37" ASTM D2178 Smooth surfaced aSl?haltic ply shbet' '. (1 meter) Wide reinforced with fiUer'la'ss mat? . * • 39.37" ASTM D2178 Smooth surfaced aWaftic ply.sjleet (1 meter) Wide reinforced with fibews mat '..' 39.37" ASTM D2178 Smooth surfaced asphaltic ply sheet • (1 meter) Wide reinforced with fiberglass mat • • • • • 39.37" ASTM D4601 Smooth asphaltic base oo base4ply si�eet (1 meter) Wide reinforced with fiberglass mat• 39.37" ASTM D4601 Smooth asphaltic base of base/01y,stiget (1 meter) Wide reinforced with fiberglass mat. •• • 39.37" ASTM D4601 Smooth asphaltic base or base/ply sheet (1 meter) Wide reinforced with fiberglass mat. 39.37" ASTM D4897 Smooth surfaced asphaltic perforated (1 meter) Wide venting base sheet reinforced with fiberglass mat. 39.37" ASTM D4897 Smooth surfaced asphaltic nailable venting (1 meter) Wide base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. 39.37" ASTM D6163 Smooth surfaced torch applied SBS base (1 meter) Wide or ply sheet reinforced with a fiberglass mat. 39.37" ASTM D6164 Smooth surfaced torch applied SBS base (1 meter) Wide or ply sheet reinforced with a polyester mat. 39.37" ASTM D6164 Granule surfaced torch applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. 39.37" ASTM D6164 Fire retardant granule surfaced heat- (1 meter) Wide welded SBS cap sheet reinforced with a polyester mat. 39.37" ASTM D6164 Granule surfaced torch applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. 39.37" ASTM D6164. Fire retardant granule surfaced torch (1 meter) Wide 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 • APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 11: 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: FireOut" Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection • (optional) or or VersaShield® Solo' Fire -Resistant Slip Sheet. • : • • • Anchor sheet: GAFGLAS® #80 UltimaTM Base Sheet, GAFGLAS® Stratavente'Nai1 ble Ver:ttrfg '. Base Sheet, Ruberoid® 20 Smooth, Ruberoid® HW Smooth or Ruberoid® I4ltA7'L5 Smooth base sheet mechanically fastened to deck as describediglow. • • • . . • Fastening GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS® FlexInr 6, ' Option #1: GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any oist 'e anchor • . sheets attached to deck with approved annular ring shank nail1l>;1.Xln caps at a fastener spacing of 9" o.c. at the lap staggered and in two row: 12" c:c. in the • field. • (Maximum Design Pressure —45 psf. See General Limitation #9) •• • • • • ' • .•••• • Fastening GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS® FlexPlym 6, Option #2: GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecTM #12 Fastener, Drill-TecTM #14 Fastener or Drill-TecTM XHD Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac® Flat Plate or Drill-TecTM 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 psi'. See General Limitation #7) Fastening GAFGLAS® F1exPlyTM 6, AFGLAS® #75 Base Sheet? Tri-Ply® #75 Base Sheetrai Option #3: cany'of above anchor 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 twoJ [rows 9" o.c. in the field. (Maximum Design Pressure L52.5 psf'See General Limitation #7) Fastening GAFGLAS® #80 Ultima" 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-TecTM #12 Fastener, Drill-TecTM #14 Fastener or Drill-TecTM XHD Fastener and Drill-TecTM 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) MIAMI•DADE COUNTY APPROVED NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 9 of 67 Fastening Option #6: Fastening Option #7: Any of above anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM 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) GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecTM #12 Fastener, Drill-TecTM #14 Fastener or Drill-Tec" XHD Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac® Flat Plate or Drill-TecTM 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 EnergyGuardTM Polyiso Insulation, EnergyGuardTM Polyiso EnergyGuardTM Polyiso RN Insulation, EnergyGuardTM RA Minimum 1" thick . . .... Insulation Fastener%• • Fastc5feY (Table 3) Densify'ft2 RA Insulation, .... Composite Polyiso It>.spjat1on N/A Structodek® High Density Fiber Board, EnergyGuardTM Perlite Recover Board / [Minimum 1/Z" thic N/A • EnergyGuardTM Perlite Roof Insulation Minimum 3/4" thick N/A • • • • . .. • •• • • • . . • N/A... . •. • NA. . Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt 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 Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Base Sheet: Ply Sheet: MIAMI•DADE COUNTY APPROVED (Optional) Install one ply of GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, GAFGLAS® #80 Ultima' Base Sheet, GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet GAFGLAS® FlexPlyTM 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® F1exP1y" 6 , GAFGLAS® #80 UltimaTM 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: Pnefor more jlies of Ruberoid® 20 Smooth`, Ruberoid® 30 Granule, Ruberoid® EnergyCapTM 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 afull mopping of approved? asphalt applied within the EVT range and at a rate of 20-401bs./sqJ Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. • ▪ • 2. IGAFGLAS®Mineral-Surfaced Cap Sheet,+Tri-Ply® BUR Grand* alp C2tp Sheet;""" or GAFGLAS®EnergyCapT" Mineral -Surfaced Cap Sheet da hOP&d ?ea fully"' mopping • • of aoved asphalt applied within the EVT range anct. it rate of 20;47 ]ppr lbs./sq ,._ • • • • 3. TOPCOAT® Surface Seal SB or United CoatingsT' Surface Se44 SR Roof Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. pet- coat. • • • • Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood.a at of Approved asphalt at 60 lbs./sq. OR TOPCOAT® MB Plus or United Coatings' Roof Mate MB Pltis ▪ Codling ' ' applied at a minimum rate of 1.0 gal./sq.(to be used as a primal) fallawed 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 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® FlexPly.' 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: 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 appliei approved :"' • df• asphalt, panel size shall be 4' x 4' maximum. • • • • • 4. An overlay and/or recovery board insulation panel is required on all applications pygv.closedall • • • foam insulations when the base sheet is fully mopped. If no recovery board is ustil tbebase• ' e>st. • shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24L'sac.; or strip. • • mopped 8" ribbons in three rows, one at each side lap and one down the center of•the•sheet Awing • a continuous area of ventilation. Encircling of the strips is not acceptable. A 6":11 f ?shall be •• placed every 12' in each ribbon to allow cross ventilation. Asphalt application or either systeln rsatIl • • be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limitd•toa max n ujn • • design pressure of -45 psf. • ••• •• • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 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 willnot be applicable.) 8. ° All.attachment and sizing of perimeter nailers, metal profile, and/or flashing termination.de(g„j 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 TGFU.R1306 - Roofing Systems Page 5 of 44 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima"' Base Sheet", mechanically fastened. ply Sheet: — One or two piles Type G1 "GAFGLAS® Ply 4" or "Id -Ply® 4" or "GAFGLAS® Flex -Ply" 6" or Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima" Base Sheet", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating: — "United Coatings" TOPCOAT® EnergyCote" Roof Coating" or "TOPCOAT® MB Plus Coating" or "United Coatings" Roof Mate MB Plus Coating" applied at a rate of 2-gal,/100-ft.2. 17. Deck: C-15/32 Incline: 1/2 Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive. Barrier Board: — Minimum 1/4-In. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard" Roofboard" or minimum 1/4-in. thick Untied States Gypsum Co. "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 jpints. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply #75 Base Sheet" or "GAFGLAS® 080 U4ima" Base' Bt:, mechanically fastened. • • . • • • • Ply Sheet: — One or two plies Type Gi "GAFGLAS® Ply 4" or "Tri-Ply 4" or "GAFGLAS® Flex Ply 6" or Type G'2•"GAIGLAS® #V Base ...... Sheet" or 'Tri-Ply #75 Base Sheet" or "GAFGLAS® #80 Uitima" Base Sheet", fully adhered with hot roofingaspliA • •" •' Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet", fully acI Bred with rfdttdbfin•g • • • •:• . asphalt. • Coating: — "United Coatings" TOPCOAT® EnergyCote" Roof Coating" or "TOPCOAT® MB Plus Coating" or •tfnited Coatings" Roof Mate .... • •.. MB Plus Coating" applied at a rate of 2-gal./100-ft.2. • • • •• • • •• • • • •• 18. Deck: NC Incline: 1 •••••• ••••• • • •••• • • •• •. Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate, mechankii`y fastened or• • ••••• a%flered with ...... "LRF Adhesive M" or OMG Inc. "OlyBond Fastening System", applied as a nominal 3-In, bead or "GAF 2-Part Rao ag Adhesive",.applied as • a nominal 2'/1-in. bead with a maximum on -center spacing of 12-in. or any UL Classified insulation adhesive, applied per the • • manufacturer's installation Instructions. • • • ...... Base Sheet: — One ply "GAFGLAS® Stratavent® Perforated Venting Base Sheet", loose laid or Type G2•'�APGLAS® #7S Base Shieet" or • "Tri-Ply #75 Base Sheet" or "GAFGLAS® #80 Ultima"' Base Sheet", fully adhered with hot roofing asphalt. ' • •. . • • •..• Ply Sheet: — One or two piles "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth 1.5" or "RUBEROID® Mop Smooth Riuslf or • • "RUBEROID® 20 Smooth", "Ruberoid® 20 Plus Smooth" or "RUBEROID® HW 25 Smooth", fully adhered with hot roofing aeOha?t. Membrane: — "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating: — "United Coatings"TOPCOAT® EnergyCoteT" Roof Coating" or "TOPCOAT® MB Plus Coating" or "United Coatings" Roof Mate MB Plus Roof Coating" applied at a rate of 2-gal./100-ft.2. 19. Deck: C-15/32 Incline: 1 Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polylsocyanurate 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 +/.-in, thick Untied States Gypsum Co. "SECURCCK® 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 "GAFGLAS® Stratavent® Mailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet", loose laid or Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply #75 Base Sheet" or "GAFGLAS® #80 Ultima" Base Sheet", fully adhered with hot roofing asphalt. Ply Sheet: — One or two plies "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth Plus" fully adhered with hot roofing asphalt. Membrane: — "GAFGLAS® Mineral Surfaced Cap Sheet" or "I'd -Ply® BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating: — "United Coatings" TOPCOAT® EnergyCote" Roof Coating" or "TOPCOAT® MB Plus Coating" or "United Coatings" Roof Mate MB Plus Roof Coating" applied at a rate of 2-gal./100-ft.2. 20. Deck: C-15/32 Incline: 1 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" mechanically fastened. Insulation (Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or polylsocyanurate, mechanically fastened or hot mopped or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive, Base Sheet — One or more plies "RUBEROID® 20 Smooth", "Ruberoid® 20 Plus Smooth" or "RUBEROID® HW 25 Smooth", mechanically fastened or fully adhered with hot roofing asphalt. . Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCap" Mineral -Surfaced Cap Sheet". r" 21. Deck: NC Incline: 2 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard" Roofboard", minimum 1/4-In. thick, or United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX), minimum 1-In. thick. Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two piles Type G1 "GAFGLAS® Ply 4" or 'Tri-Ply® Ply 4" or "GAFGI,AS® Flex Ply 6" or one ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima" Base Sheet" mechanically fastened or fully adhered with hot roofing asphalt or one ply Type G2 "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" loose laid, mechanically fastened or fully adhered. Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or'Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCap" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Class B t, ,,.//rin+.4,1nc ,"l,.,,,,,/,.r.;_l,;rs/YVV/tamr'datp/T T<"RXT/1PRAMP/chmunaap htm19namp=Tn MIAMFff,) COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Clioral Roofing, LLt,7 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 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.gov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materia117'The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product control Sectt2n lo be • • • •. used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdictidrf CAP -ICJ). ..;. • ...... ....• .. • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Pidd'I.ttt.ControL Section ....; (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the.. ri 1 t to hava..... tluc. • • • product or material tested for quality assurance purposes. If this product or material fails to pertarm en the accepted ...... • manner, the manufacturer will incur the expense of such testing and the AHJ may immediatelyrcYglie, moaf1 or ...... suspend the use of such product or material within their jurisdiction. RER reserves the right to re cote this acceptance, . • if it is determined by Miami -Dade County Product Control Section that this product or material f� ids to m�t4tke. requirements of the applicable building code. • • • This product is approved as described herein, and has been designed to comply with the Florida Building°Go& • including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Boral Villa 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. 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 renews NOA No.12-0308.20 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. /)‘Htf %(Ik 1'I NOA No.: 16-0711.047 f Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. Roofing Roofing Tiles Concrete SCOPE This renews a system using Boral Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obts'Liped by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attaLlament calcuations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Boral Roofing Villa 900 Trim Pieces Dimensions Length = 17" Width = 13" Y2" thick 1 = varies w = varies varying thickness Test Specifications TAS 112 Type lb Class III TAS 112 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives Polyset AH-160 ICP Adhesives Polyset RTA-1 TILE BOND' Roof Tile Adhesive Single component polyurethane foam roof tile adhesive. "Tile Tite" Roof Tile Mortar •••• • • •••• • •••••. • • .. Deseriptidh .. • • . • • •••. .••• ...... Low profile, interlockijlg, sigh pressure extruded • concrete roof tile equippedwith thi.raail holes.. and double rolls. For $irett fleck, batten, mortar • .. . ...... or adhesive set applications. • • • . . . Accessory trim, concrete roof pieces for use at ridges, hips and rakes. Product Description Manufacturer (With Current NOA) Two component polyurethane ICP Adhesives and Sealants, Inc. foam adhesive. Single component polyurethane foam roof tile adhesive. Premixed, pre -bagged roof tile mortar. 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales, FL MIAMI•DADE COUNTY APPROVED • • •••. Prodelq. ICP Adhesives and Sealants, Inc. The Dow Chemical Company Bermuda Roof Co. Inc. NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 2 of 7 2.3 EVIDENCE SUBMITTED Test Agency Nutting Engineers Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida MIAMI•DADE COUNTY APPROVED Test Identifier 13343.1 7161-03 Appendix III 7161-03 Appendix II P0402 94-060B 94-084 P0631-01 Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC-76 25-7183-1 25-7183-2 25-7214-2 25-7214-6 528454-2-1 520109-2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations RT0617.02-16 Test Name/Report TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nail$ • •• Static Uplift Testing ..... • TAS 101 (Adhesive Set)Set)..... Static Uplift Testing • , . TAS 101 (Mortar Set) ...... Wind Tunnel Testing '•• • . TAS 108 (Mortar Set) ":'• Wind Tunnel Testin4 • • TAS 108 (Nail -On) • • Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Direct Deck) (1 Quik-Drive Screw, Battens) Static Uplift Testing TAS 101 25-7183 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moment Due to Gravity TAS 112 Date Apr. 2006 Dec. 1991 Dec. 1991 Sept.�1993 . Marco' , 994 •••. • 1�Itly 1.994 . •. • Juiy.1994 ;4xg.� 1994 . •©ct! 1994 • Feb. 1995 March, 1995 ...... • • • • ...... • • .•.• • • ••••. •••••• • • •••••. • • 0000 Sep. 1998 Dec. 1998 March 1995 February 1996 April 1996 December 1996 09/01/16 April 1999 09/01/16 06/29/16 NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 3 of 7 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. •• • • . •... 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the reef scope unlgsis. stated • • • • • otherwise by the underlayment material manufacturers published literature. ...... 3.6 This acceptance is for wood deck applications. applicable building code. 4. INSTALLATION 4.1 Villa 900 Concrete Roof Tile and its components shall be Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Minimum deck requirements shall the.in compliance with. • •••.• • . • • • • •• • • •••• • • •• •• • ••.•. •••• .••... •installed in strict tomplrance . • • • • •. . ...... avith.Roofing •• •..... •. •..... • • . • • • .• . Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) Villa 900 Concrete Tile 10.90 1.42 1.08 Table 2: Aerodynamic Multipliers - A, (ft3) Tile X (ft3) X (ft3) Profile Batten Application Direct Deck Application Villa 900 Concrete Tile 0.291 1 0.31.5J Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Villa 900 Concrete Tile Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.70 ‘. 7..62 J 6.56 7.50 6.42 7.34 6.26 7.15 6.08 6.95 MIAMI•DADE COUNTY APPROVED NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Villa 900 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 . .22. 2 #8 Screw 47.1 -.• 47.1 • •' : 497? i 1-10d Smooth or Screw 24.3 24.3 •••:•• .4:2' Shank Nail (Field Clip) •'•••• . 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 •••. •••• •••-.• ••22.1 • • • • • • •.• :, 2-10d Smooth or Screw 35.5 35.5 ..'..• $q8 .. Shank Nails (Field Clip) ..._..• •"' •• 2-10d Smooth or Screw 31.9 31.9 • S2.2 Shank Nails (Eave Clip) •. ••_ ;••••• •• • • •. . ..... Table 5: Attachment Resistance Expressed as a Moment Mt (ft-Ibf) • • • • for Two Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Villa 900 Concrete Tile Adhesive' 26.12-3 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond one -component foam, minimum weight per paddy 11.4 grams. 3 ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Villa 900 Concrete Tile ICP Adhesives Polyset® AH-160 two -component foam 86.614 ICP Adhesives Polyset® AH-160 two -component foam V1_5_55 I 4 Large paddy placement of minimum 54 grams. 5 Medium paddy placement of minimum 24 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Villa 900 Concrete Tile Mortar Sets 20.60 6 Tile-Tite Roof Tile Mortar. MIAMI•DADE COUNTY APPROVED NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 5 of 7 • 0000 . • ••. ••. •.•. • • • •.. • • • 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BORAL VILLA 900 CONCRETE TILE (LOCATED ON THE UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: •••• • • • • •••. • •• • •••••. •••• • •••••• • . • •• • •••• • • • •• ••• • ..•... •• •• • • • • • •• ••.. ••• ••••• • • • 6.1 Application for building permit shall be accompanied by copies of the following: • • • • ..... .. •. 6.1.1 This Notice of Acceptance. • "• • •' • •• •6.1.2 Any other documents required by Building Official or Applicable building cod in ord•er to pioparly •.•� evaluate the installation of this system. •. • •• •• •. • •. . •••••• • • • •• MIAMI•DADE COUNTY APPROVED ••••• NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 6 of 7 PROFILE DRAWING VILLA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED ...... • . • 000000 ..... . 00000 ...... • • .....; • • NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 7 of 7 1 A PLUS ii` T1',1` Testing Agency Name: Address: Telephone: Fax: Email: Representative Name: Title: TAS 106 TEST RESULTS REPORT GENERAL INFORMATION A+ Engineering Testing Lab, LLC. 7066 SW 44 St Miami F133155 305-668-5792 786-513-3754 apluset1(a,vahoo.com Eng. ABDIAS H. SAENZ P.E # 69687 SITE SPECIFIC. INFORMATION Roofing Contractor: Job Address: Contact. Name: Owners Name: Type of Tile: Roof Height: Job Access: ENVIROTECH ROOFING & CONSTRUCTION INC 711 NE 94 ST, MIAMI SHORES, FLORIDA 33128 Certification No. 16-0413.03 Permit #: RF-4-18-1070 ROBERTO PH: 786-488-2758 ELIDA TRIAY DOUBLE ROLL 10 feet LADDER Approximate Square Footage of Roof: Required Testing Force: 35 LBS � `o��aiiaeaoa®i �•s ` g NEN Z •-. •moo r- EEs`,o1. IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS THIS REPORT IS NOT GUARANTEED IN CASE OF NATURAL DISASTERS. Roof Pitch: 3/12 Gate: Date Installed: - NO 20.0 SQ. Date Tested: 12/05/18 Testing Equipment: M2-100, S-3741465 TEST LOCATION PASS FAIL CORNER 05 - PERIMETER 18 - RIDGE 11 - FIELD 09 - TOTAL: 43 - / A+ Engineering Testing Lab ROOF DIAGRAM 711 NE 94 ST, MIAMI SHORES, FLORIDA 33128 PERMIT #( RF-4-181070) 23 Z4 7 22 25 35 8 9 10 3 21 36 37 38 .1 11 20 3 28 29 30 32 12 27 40 41 42 33 13 19 18 17 43 •4 14 6 1 5 4 7066 SW 44 St Miami FL 33155 PH: 305-668-5792 Fax: 786-513-3754. aplusetlgyahoo.com