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RF-19-1624 (2)c - -- � 14100, 162� Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 [�''"sue I11111J�� Issue Date: 07/16/2019 Location Address Parcel Number 490 NE 91 ST, Miami Shores, FL 33138 1132060190010 Contacts Permit No.: RF-07-19-1624 Permit Type: Roof Work Classification: Tile Permit Status: Approved Expiration: 01/ 13/2020 SALVATORE CAVALLARO Owner SALVATORE CAVALLARO Applicant 21 E SUNRISE AVE, CORAL GABLES, FL 33133 21 E SUNRISE AVE, CORAL GABLES, FL 33133 Other:3055821985 Other:3055821985 E&D ROOFING INC Contractor EDWARD DOMINGUEZ 2170 NW 11 ST, MIAMI, FL 33125 Business: 7863665041 Description: NEW TILE ROOF Valuation: $ 6,000.00 Inspection Requests: TotalSq Feet: 875.00 Fees Amount Application Fee - Other $50.00 CCF $3.60 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $1.20 Roofing Fee $200.00 Scanning Fee $9.00 Technology Fee $6.25 Total: $276.30 Building Department Copy Payments Date Paid Amt Paid Total Fees $276.30 Cash 07/16/2019 $276.30 Amount Due: $0.00 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 constriction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date July 16, 2019 Page 2 of 2 V r Miami Shares 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 % ROOFING RECEIVED JUL 6 20A9 BY: (5TI4 FBC 20 19 Master Permit No.'y�?.,- g-V1 3S' Sub Permit No. Z: "_-( j Iq` I G24 ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: A—\ W'D N C-_- Folio/Parcel#: -3ZG 6- D vq'tiT) \ r� Is the Building Historically Designated: Yes NO 77 Occupancy Type: Load: Construction Typelood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �ai� fTO,p GLl`f Q 11 cc �� Phone#: �0a SAS (Cl kS Address: Imo/ ST State: Zip: City: �' ��; , 1 —�.-� Tenant/Lessee Name: Email hone#: ;� `• 4ejQD 3 -o 6 3 2— CONTRACTOR: Company Name: ��� �00���1C� Phone#:'%16-_Z �-SbA Address: City: ��A��� State: Zip:-.!!-, ,\ZS Qualifier Name: Phone#: State Certification or Registration #: \ y Z % 0 0b 14D,b Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: State: Zip: Value of Work for this Permit: $ d d CS O Square/Linear Footage of Work: S-I Type of Work: ❑ Addition ❑ Alteration New Repair/Replace ❑ Demolition Description of Work: vzz:' - ®� Specify color of color thru tile: Submittal Fee $10 Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $, Double Fee $ Bond $ TOTAL FEE NOW DUE $ 2ab . ` o (Revised02/24/2014) 450EP, < r It Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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. Signatures hLa7/ Jke Cau Q l(gj2 o OWNER or AGENT The foregoing instrument was acknowledged before me this � day of _41,41 20 / f by _RQ�o( "7y -q.1 ho is personally known to me or who has produced X)Rl J4 id- IIt_"A `VG • as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 'b /A Z- Seal: APPROVED BY NANCY DIAZ W COIIMbOS M 0 GG 12U69 j - M ON-140M.N.P-M CONTRACTOR Theforegoinginstrument was acknowledged before me t ' _ `P day of J u� '� 20 10 , by Ul,`.Syc �ON\NC»DeZ, who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sig Print: ,�rpY PUBG Seal: a° ° Commission # GG 243332 * Expires November 30, 2022 N'yT 0 Banded ihru Budget l"Y Ser'nees OF 7 Plans Examiner Structural Review as Zoning Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County OFFICE OF THE, PROPERTY APPRAISER Summary Report Generated On : 5/13/201� Property Information Folio: 11-3206-019-0010 Property Address: 490 NE 91 ST Miami Shores, FL 33138-3151 Owner 490 INVESTMENTS LLC Mailing Address 95 MERRICK WAY STE 250 CORAL GABLES, FL 33134 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,576 Sq. _Ft Living Area 1,592 Sq.Ft Adjusted Area 2,183 Sq.Ft Lot Size 13,500 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2018 2017 2016 Land Value $405,108 $405,108 $337,590 Building Value, $160,999 $162,265 $163,531 XF Value $12,352 $12,497 $12,641 Market Value $578,459 $579,870 $513,762 Assessed Value $578,459 $565,1381 $513.762 Benefits Information Benefit Type 2018 2017 2016 Non -Homestead Cap I Assessment Reduction $14,732 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description EL PORTAL PB 9-101 LOT 1 & 2 BLK 1 LOT SIZE 100.000 X 135 OR 13672-139 0588 1 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 Taxable Value Information 2018 2017 2016 County Exemption Value $0 $0 $0 Taxable Value $578,459 $565,138 $513,762 School Board Exemption Value $0 $0 $0 Taxable Value $578,459 $579,870 $513,762 City Exemption Value $0 $0 $0 Taxable Value $578,459 $565,138 $513,762 Regional Exemption Value $0 $0 $0 Taxable Value $578,459 $565,138 $513,762 Version: Sales Information PreviousEPriceOR Sale Book - Qualification Description Page 04/11/2018 30939-2229 Corrective, tax or QCD; min consideration 02/14/2018 $610,000 30868-3895 Atypical exposure to market; atypical motivation 01/24/2015 $579,900 29528-2938 Qual by exam of deed 12/02/2013 $390,000 29145-1275 Religious, charitable or benevolent organization CT:q.. Construction Trades ualifying Board , it BUSINESS CERTIFICATE OF COMPETENCY I° 14BS00065 E&D ROOFING INC D.B.A.: DOMINGOEZ EDWARD Is certified under the provisions of Chapter 10 of Miami -Dade County Detail by Entity Name Page 2 of 2 Detail by Entity Name Florida Limited Liability Company 490 INVESTMENTS LLC Filina Information Document Number L18000030692 FEI/EIN Number 82-4309799 Date Filed 02/02/2018 Effective Date 02/02/2018 State FL Status ACTIVE Principal Address 95 MERRICK WAY 520 CORAL GABLES, FL 33134 Mailing Address 95 MERRICK WAY 520 CORAL GABLES, FL 33134 Reaistered Agent Name & Address CAVALLARO,SALVATORE 95 MERRICK WAY 520 CORAL GABLES, FL 33134 Authorized Person(s) Detail Name & Address Title MGR CAVALLARO, SALVATORE 95 MERRICK WAY SUITE 520 CORAL GABLES, FL 33134 Annual Reports Report Year Filed Date 2019 03/30/2019 Document images 03?JCr'L(119..--_ANNUr1L REF J12:I:, View image in Pt?F format 02!02?2018 --Florida Limited Liability View image in PUF tormat Ngpar.ir, t.re or S,:a:e:.:^:olf:{or oI Co, C•G ,n::;rs http://search. sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 6/27/2019 01 SD35 local B usiness Tax Miami -Dade County, State ofFlorida fFFlor —THIS IS NOT KBILL—DO;NOTPAY Ida 7769487 t 8U81NEts`S NAME/LOCATIoN E & D ROOFING INC 2170r W 1 iTH ST APT 41 M" 1133125 r LBT RECEIPT NO. REIYEWEXPIRES 7448204'"820a� SEPTEM13ER 30, 2019 Must be displayed at place of business Pursuant to County Code Chapter.8A - Art. 9 & 10 OWNER E & D-ROOFING INC SEC. TYPE' OF BUSINESS C/O�EDINARD DOMINGU 196 SPEOALTY BUILDING CONTRACTOR PAYMENT RECEIVED Worker(s) 1 + E?. PRESIDENT`748S00065 BY TAX COLLECTOR $45.00 07/06/20.18 I This Local Business Tex Receipt only cant. s payment of the Loyal Business Tex. The ReceiptCFIECK21-18�59015 or nol6 ovs nmencortttietioo.of the holder's quaR s payms, t f t buslnaas. Holder must com �or nonpov�mmemel nyulatory laws and reyuicatiohts which a is not a lioenss, with - .. The RECEIPT,NO. above mutt be displayed on all co t pP� to the bgsieis%^— P� anygovernmental aaesrcltll vahiget?�MIa Fo,Moreinformation(pl �''�"` ' 1" eCt t t9Bst-j?]Bc''r'. ' r CERTIFICATE OF LIABILITY INSURANCE I DATE(MMIDD/YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. T,HIS1 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 A�DNAL INSURED provisions or be endorse If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policiesuire an endorsement. A statement on this certificate does not confer rights to the certificate holder in Ifeu of such endoreement(sl. PRODUCER Enterprise Insurance Services I NAMEAC Jeremy Bekhor 1801 S La Cienega Blvd., Suite 201 PHONE (800)329-2040 FAX Los Angeles, CA 90035 EMAIL aC No ADDRESS: 'eremy bentOninsufance.COm License #: OG80276 INSURER S) AFFORDING COVERAGE N INSURED INSURERA: Scottsdale Insurance Com an E & D Roofing, Inc INSURERS: 1721 Sunset Ave INSURERC: Lake Worth, FL 33460 INSURER D: INSURER E : COVERAGES CERTIFICATE NUMBER: 00000000-0 THIS IS TO CERTIFY THAT THE POLICIES INSURERF: REVISION INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITIMBER: 1 OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NMED AOVE FOR -THE THE POLICY CERTIFICATE ON OF MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. ANY CONTRACPERIOD TOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS THE POLICIES DESCRIBED HEREIN IS NSR LIMITS SHOWN MAY HAVE JR SUBJECT TO ALL THE TERMS, BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE D POLICY NUMBER �( A COMMERCIAL GENERAL LIABILITY RBS0018912 MMI POLICY MM DC DI LIMITS CLAIMS -MADE � OCCUR 02/07/2019 02/07/2020 EACH OCCURRENCE $ 1 OOQ A PREMISES Ea occurrence $ 5Q MED EXP (Any one person) $ 5 GENT X AGGREGATE LIMIT APPLIES PER: POLICY ❑ PECT 0 LOC PERSONAL 8 AOV INJURY GENERAL AGGREGATE $ 1 000 $ 2000 OTHER: PRODUCTS - COMP/OP AGG $ 2000 AUTOMOBILE LIABILITY $ ANY AUTO Co accident SINGLE LIMIT $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per person) $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accdent $ UMBRELLA LIA9 OCCUR $ EXCESS LIAR CLAIMS -MADE EACH OCCURRENCE $ AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVE Y / N OFFICERIMEMBER EXCLUDED? ❑ N / A (Mandatory in NH) PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ DESCRIPTION OF OPERATIONS /LOCATIONS / VEHICLES (ACORD 101. Additional Remarks Schedule, may be attached if more space Is required) 10 DAY NOTICE OF CANCELLATION FOR NON -PAY, 30 DAY ALL OTHER Building & Zoning NAMED AS ADDITIONAL INSURED FOR GENERAL LIABILITY SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Building & Zoning THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10060 NE 2 Ave. ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33138 ACORD 25 (2016/03) ©1988-2015 ACORD CORPORATION. Ali rights reserved. The ACORD name and logo are registered marks of ACORD Printed by JAB on July 03, 2019 at 01:23PM • NIS Yrcya: '.l'r Li DEPART STATE OF FLORIDA DIVISION DENT OF FINANCIAL SERVICES * * CERTIFICATE OF ELECTION WORKERS' COMPENSATION TO BE CONSTRUCTION INDUS EXEMPT FROM FLORIDA This certifies that the Individual listed WORKERS, COMPENSATION ted below LAW EFFECTIVE DATE: has elected to be 4/74/2018 exempt from PERSON: DOMINGUEZ EXPIRATION DATE: m Florida Workers' Compensation law. FEIN' 383920$1NAM9 /13/2020 BUSINESS EDWARD 4E AND ADDRESS: & D ROOFING, INC. 2170NW11ST.#41 MIAMI FL SCOPE OF 33125 Roofing _ All Ktnd BUSINESS OR TRADE: rs 'MPORTAarthis ecit ' : Pursuant to Cha xe pt arj the Scope a fr'OVer be Oil or co, )� F•S•, an o ersont and;certl8cates of a business or ade ensetlon under ihfsfc cOfPoratlo ele named o election to bee listed on the notice heptu" Pus ant cis exem 9�cate at' n the noZ or certlfl Xempt half be coon to boot to PUon from this c ey dme for fatlure cete no ion sub a of election a exe Pter 440. (12 chapter by filing Cha of the person meets there to revocation 1{ mPt Pursuantto Cha F'S'� Ceniticates of ele certificate of election under named on the cert(Aulrements of this aseC�iot�ma afterthe pryn Pter 440! mion to ba under Cate to 9 of the 05(13)' F.S., Notices of a ectelon to be meet the re ence of a certificate.notice or the Issuance of the certificate requirements of this section. The de �S-F2.pWC-252Partment shall revoke a' the CERTIFICATE OF ELECTION 70 BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 E & D ROOFING 2170 N.W. 11 St. Miami, FI. 33125 786-366-5041 July 8, 2019 State of Florida County of Dade Before me this day personally appeared Edward Dominguez who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: 490 N.E. 91 St. Miami Shores, FI. 33138 Contractor Signature Sworn to ( or affirmed )and subscribed before me this 8 day of July, 2019 By Edward Dominguez Notary o��pVPUgGc DENIARODRIGUEZ : Commisslon # GG 243332 N , Expires November 30, 202 J�rF OF FLUP\O Bonded TWU Budget Nolery Servkes Miami shores Village Building Department 10050 N.E.2nd Avenue 1 Miami Shores, Florida 33138 1 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance verage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW Y l CIKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. 1 \ �— Signature: State of Florida -1 County of Miami -Dade The foregoing wass/acknowl By l (14 cle-1-1 Notary: '/ before me this (� day of �l" 20 DOE who is personally known to me or has produced Identification. SANTIAGO GALVIS ^1 Notary Public -State of Florida Commission � GG 184163 My Comm. Expires Feb 8.2022 Florida Building Code dth Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) • • • • Master Permit Number L _l �, C r� Cl- -Contractor's Name A- It) -IV" O c � Job Address 101wD ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Asphalt Shingles ❑ Metal Panels/Shingles VN Is there an existing Roof Top Solar System? (' Yes ('o . . .... ...... . . Process Numbe?' ...... .. ...... .. .. .. . ...... 41� ortai/At*dhesiye Set Tile ❑ W...boc� S�ingleS/S.hak..es Will it be reinstalled? (' Yes, �fi�o� Are there gas vents on the roof? C Yes (Y No Type? ❑ Natural ❑ LPGX ROOF TYPE ❑ New Roof ❑ Repair ❑ Maintenance eroofin 9 ❑ Recovering ROOF SYSTEM ROOF INFORMATION Low Slope Roof Area (ft2) Steep Slope Roof Area (W) 4 Total (ft2) % Section B (Roof Plan) Sketch the Roof Plan: Illustrate all levels and sections, roof drain, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and locations of parapets. RIMC.EIVED a� J D _ _ v < m 123_01-48 4119 PAGE 2 Florida Building Code 6th Edition (2017) 1 High Velocity Hurricane Zone Uniform Permit Application Form 1 . 1 Section D (Steep Sloped Roof System) Roof System Manufacturer:C(G li % ,(,�C • • • • • • • •;• Notice of Acceptance Number: 60 — Q r • Minimum Design Wind Pressures If Applicable (From RAS 127 or Calculations): """ J' ...... .... .... ...... .j \� Deck Type: 4 6. . GD ...... ..... 40 Type Underlayment: [T, �-1,� Ci L m L� p 1 R foo Slope: 12 Insulation: , 1 Fire Barrier: �� 1 � 1 Ridge Ventilation? \ Fastener Type & Spacing: N -t4 C1 \ Adhesive Type: Ocl, -- F) e i 1 Type Cap Sheet: � j 6*2 1 [Mean Roof Height: ) 91 Roof Covering: E��� r U �� __ Type &Size Drip r— Edge: 13 3 e-10 1�i e1w.5 Az-- 1 . 1 123_01-48 4/19 PAGE 4 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the M, values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptab8! • • . . .... ...... Method 1 "Ivioment Based Tile Calculations Per RAS 127" (P1 :34 x k e ArV- i0• �+ - Mg:-?� = Mr1 ` .f Product Approval Mf • �2 (P2 x� _ (- Mg: 2x = Mrz Product Approval M, (P3: (xI.7 xX _ - Mg: 7i1= Mr3Product Approval Mf ' •44' •••••• Method 2 "Simplified Tile Calculations Per Table Below" . • • • • • Required Moment of Resistance (M) From Table Below Product Approval Mf • • • • • • • • • .••. • • • Mr required Moment Resistance* ; • • • • Mean Roof Height Roof Slope 15' 20' 25' 30' �" 40; ." 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *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 Fr. 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" (P1: x L = x w: _ _) - W: x cos 0 = Fr1 Product Approval F' (P2: x L = x w: _ _) - W: x cos 0 = F2 Product Approval F' (P3: x L = x w: _ ) - W: x cos 0 = Fri Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M9 Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 123_01-48 4/19 PAGE 5 SECTION 1524 - HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor t: vide the evmer with the required roofing permit, and to explain to the owner the content of this section. The pravisiorwoof Chapter 46 of the Florida Building Code, Building govern the minimum requirements and standards of•tb4vaustry for roofing system installations. Additionally, the following items should be addressed as part of the agrArnent bstweeo the owner and the contractor. The owner's initial in the designated space indicates that the item � ��� explajAed:• • A I. Aesthetics -Workmanship: The workmanship• • •.• • • • • • are for the u provisions of Chapter 15 (High �ieleatyHurricane•Zore) purpose of providing that the roofing system meets the wind resistance and water intrusion peArmance standards. Aesthetics (appearance) are not a consideration with respect to workmanstio VS41sions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, shouldbe ad&essecCas p3ri of the agreement between the owner and the contractor. • 2. Renailfng Wood Decks: When replacing roofing, the existing wood roof deck may have to be•ionailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code, Building. (The roof deck is usually concealed prior to removing the existing roof system). 'A 1_ 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. c V_ 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The provides the option of maintaining this appearance. 5u— 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6.Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter/edge walls or other roof extensions 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 Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. �(T127�-e ca LL'i/� Rn ( 2. Owner's/Agent's Signature Date Contractor's Signature City of Plantation Rev. 03/15/12 M1®� • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD H 805 SVAIStreet, Room 208 AND CODE ADMINISTRATION DIVISION : .'. Miamj,*Prorida 33 ��5 N74 NOTICE OF ACCEPTANCE (NOA) • •10 * * 6> 315-2SQa t:1�86) so :..009 wWw.miamidade.eov/econonw Eagle Roofing Products LLC • • • • . 1575 East C.R. 470 "" ""' ...... .... ..... Sumterville, FL 33585 .... .. . ...... SCOPE: •••••• This NOA is being issued under the applicable rules and regulations governin the use of constructi • • • • • • • .. . . .. he documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this Product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Low Profile Concrete 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 revises NOA No.16-0314.06 and consists of pages 1 through 9. The submitted documentation was reviewed by Freddy Semino 0 MIAMI.- COUNTY NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: . . .... ...... ...... .. ...... ...... '..... ...% ..... This approves a new roofing system using "Low Profile Concrete Tile" as niamfac tured by:E#gle R fing Products LLC in Sumterville, FL and described in Section 2 of this Notit t ff Accepthlice.' For'use in locations where the pressure requirements, as determined by applicable Building Lode, do not excjj4' design pressure values obtained by calculations in compliance with RAS 127 }king tba-•hies listed iig section 4 herein. The attachment calculations shall be done as a moment based'sys'tein. . .. :"": 2. PRODUCT DESCRIPTION: . . *000 Manufactured by Test Applicant Dimensions Specifications Product DescrinNon Low Profile Concrete Tile Lenght = 17" TAS 112 Flat profile concrete roof tile equipped with two Width = 12 %4" Thickness ='/2" Type 3a nail holes. For adhesive set, direct deck or Class III battened nail -on applications. Low Profile Concrete Tile Lenght = 17" TAS 112 Flat profile concrete roof tile equipped with two Width = 12 ''/4" Type 3a nail holes. For adhesive set, direct deck or Thickness ='/2" Class III battened nail -on applications. Low Profile Concrete Tile Lenght = 17" TAS 112 Flat profile concrete roof tile with slate finish Width = 12 ''/4" Thickness = %2" Type 3a equipped with two nail holes. For adhesive set, Class III direct deck or battened nail -on applications. Low Profile Concrete Tile Lenght = 17" TAS 112 Flat profile concrete roof tile with shake finish Width = 12 V4" Thickness ='/2" Type 3a YP equipped q Aped with two nail holes. For adhesive set, Class III direct deck or battened nail -on applications. Low Profile Concrete Tile Lenght = 17" TAS 112 Flat profile concrete roof tile brushed finish Width = 12 ''/4" Thickness ='/2" Type 3a equipped with two nail holes. For adhesive set, Class III direct deck or battened nail -on applications. Trim Pieces Lenght = varies TAS 112 Accessory trim, concrete roof pieces for use at Width = varies hips, rakes and ridges. Manufactured for each varying thickness tile profile. MIAMNDADE COUNTY NOA No. 17-0822.13 ' Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 2 of 9 0 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies ERPF-00 1 -02-01 TAS 112 .'. .... ' ' ""Aug. Redland Technologies 7161-03 Static Uplift Testing• • •.. • • •' •Aec. 1991• • Redland Technologies Appendix III 7161-03 TAS 102 • • • : • • • • • • Appendix III Static Uplift Testing....' :""Dec. Redland Technologies 7161-03 TAS l 02(A) • • • • • • .. .. Wind Tunnel Testir .... ..:..' .. . . . Appendix II TAS 108 (Nail -On; ,Dec. 1991.... .' Redland Technologies P0402 Withdrawal Resistance Testin;of screw ,...;, " vs Sept. 149►3• •: Redland Technologies g Letter Dated Aug. 1, smooth shank nails • • • • • s • 0 • "" 1994 Wind Tunnel Testing Aug. 1994 g TAS 108 (Nail -On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 The Center for Applied 94-084 TAS 108 (Mortar Set) Engineering, Inc. Static Uplift Testing May 1994 TAS 101 (Mortar Set) The Center for Applied Engineering, Inc. 2 25-7094- 5 & 8 (> ) StaticUplift Testing Oct. 1994 The Center for Applied Engineering, 25-7183-(5 thru 6) TAS 102 Static Uplift Testing Feb. Inc. 1995 The Center for Applied Engineering, Inc. 25-7214-(1, 5, & 8) TAS 102 Static Uplift Testing g March, 1995 The Center for Applied 25-7487-2 TAS 102 Engineering, Inc. Static Uplift Testing Dec. 1995 The Center for Applied Engineering, Inc. 25-7496-(1 & 4) TAS 102 a Static Uplift Testing Dec. 1995 The Center for Applied Engineering, Inc. 25-7804-6 TAS 102 Static Uplift Testing Sep. 1996 Celotex Corporation Testing Service 520109-1 TAS 102 Static Uplift Testing 520111-4 TAS 101 Dec. 1998 Celotex Corporation Testing Service 520191-1 Static Uplift Testing March 1999 Walker Engineering, Inc. Calculations TAS 101 Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. Calculations Restoring Moments Due to Gravity Se 2006 p ATL of South Florida RT1214.01-15 TAS-112 ATL of South Florida RT0706.01-17 TAS-112 12/17/15 09/25/ 17 MMMMADE COUNTY= NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 3 of 9 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 in accordance�with•TAS 1 D6•shall be • • • • • • required, refer to applicable Building Code. . , • 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory t8Wform quarterly testin accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Zia m� bade Cou �ty Pro�rtct• • Control Section for review. •„ unt 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Appliaati"s Standards listed•..•• section 4.1 herein. • .. .. .. . ...... 3.5 30/90 hot mopped underlayment applications maybe installed perpendicular to tW tWslope unitss stated '0 otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shalt pp'ir;com •1aliarise with applicable Building Code. :....: 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code Rule 61G20-3 of the Florida Administrative Code. 4 INSTALLATION: 4.1 Eagle Roofing Products LLC Low Profile Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (lbf) Length -I (ft) Width-w (ft) Low Profile Flat Tile 11.4 1.42 1.03 Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) A (ft3) Low Profile Flat Tile Batten Application Direct Deck Application 0.301 0.278 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 3"j 4":12" 5":12" 6":12" Greater than Profile 7":12" BattensBattens Direct Battens Direct Battens Direct Battens Direct Low Profile Flat Deck Deck Deck Deck Tile 7.487.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) 2-10d Rin Shank Nails 30.9 38.1 17.2 M�AMEowE COUFIIY NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 4 of 9 Low Profile 1-10d Smooth or Screw 7.3 Flat Tile Shank Nail Low Profile 2-10d Smooth or Screw 14.0 Flat Tile Shank Nails 1 #8 Screw 30.8 2 #8 Screw 51.7 1-10d Smooth or Screw 24.3 Shank Nail Field Cli 1-10d Smooth or Screw 19.0 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 Shank Nails (Eave Clinl 9.8 4.9 18.8 7.4 30. .... 1 8.2.... : . 51.7 " ".:24.4 . 24.3 24.2 ...... 19. .... 22.1.0.00 ...... .... ..... 35.5' " " ' 34.8 ...... �. .... 31.% :.00.0 . 32.2. . . ..... 2-10d Ring Shank Nails' 50.3 65 5 1 0000 Installation with a 4" the headla and 48 3 fasteners are located a min. of 2'/" from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Low Profile Flat Tile 1 See manufactures component approval for installation requirements.hesive' 31.32 2 The Dow Chemical Company TileBond Average weight per patty 13.9 grams. ICP Adhesives Polyset® AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Low Profile Flat Tile ICP Adhesives Polyset® AH-160 118.93 ICP Adhesives Polyset® AH-160 40.44 3 Large add placement of 45 rams of Poi Pro TM 4 Medium paddy placement of 24 jrams of PolyProTm. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Low Profile Flat Tile Mortar Sets I Al a 5 Tile-Tite Roof Tile Mortar. APPROVED NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 5 of 9 5. LABELING : . . .... *Goo:* ...... .. 060000 ...:.. All tiles shall bear the imprint or identifiable marking of the manufacturer's na er o o etail 0 Below), or following statement: "Miami -Dade County Product Control Approved g 0 69960 ...... .... ..... .. .. •• . 0000:0 ...... . . . . . . 00*00: �� .. .. ...... EAGLE *000 FLoRIDA (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) LOW PROFILE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT 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 AHJ or applicable Building Code in order to properly evaluate the installation of this system. POAMMADECOUNTY NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 6 of 9 PROFILE DRAWING .r • LOW PROFILE ROOF TILE LOW PROFILE ROOF TILE MIAMGDADE COUNTY ...0 • NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 7 of 9 jI^ LOW PROFILE ROOF TILE '1� LOW PROFILE ROOF TILE MIAMbDADE COUNTY wms NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 8 of 9 LOW PROFILE ROOF TILE END OF THIS ACCEPTANCE MIAtMFW1DE COUNTY • • NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 9 of 9 MIMIAWrE MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES RER PRODUCT CONTROL SECTION BOARD AND CODE ADMINISTRATION DIVISION 11805 SW 26 Street, Room208 Miami, Florida 33175-2474474 NOTICE OF ACCEPTANCE (NOA) T (7 F w .mia id .2ov econo199 www.miamidadc ¢ov/cconomv Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 • • • • . . .... ...... • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of oom4FXtion materials. Thy....: documentation submitted has been reviewed and accepted by Miami -Dade County RER - Pjttltt> t Cont4l.Saation to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdi&184 (AHJ)* ...... .... ..... This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountVP?oduct Control Aection (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve 111e;ii;t to have this 00 0• product or material tested for quality assurance purposes. If this product or material fails to�perfgrm in t0Vht opted . • manner, the manufacturer will incur the expense of such testing and the AHJ may immediately t'eloke modify or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke A-Sewimeptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BORAL TileSeal 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 new NOA consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. MIAMI•taApE COUNTY NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 1 of 4 ROOFING COMPONENT APPROVAL Category Roofing Sub -Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Product Test Dimensions Specification Product •' •' DTscr� lion •GOOD• BORAL TileSeal 36" x 36' rolls TAS 103 �..... SBS self -adhering asp�ha O O with 36" x 72' rolls ASTM D1970 white glass re -enforce al-y ster surf�cin for use as an underlayh &tin sloped roof : • • • • assemblies. . "" D DODO % • Boral Citadel Plus 36" x 72' rolls ASTM D1970 SBS self -adhering as�hVeleet n:atgriat with a,,,, D poly film -facer; for usi N amid -ply twiderlaymento in sloped roof assemilieS ' MANUFACTURIGN LOCATION: ••.GD• 1. Brentwood, NH. GOOD GOOD 2. Houston, TX. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials OCF-356-02-04 Technologies, LLC. OCF-356-02-02 ASTM D1623 07/25/18 OCF-356-02-01 TAS 103 07/24/18 OCF-424-02-04 ASTM D1970 07/26/18 OCF424-02-01 ASTM D1623 07/25/18 OCF-424-02-03 ASTM D 1970 07/25/18 TAS 103 07/25/18 Trinity ERD BRLRF-SC16810.11.17 ASTM D 1876 11/28/17 CMIAMi•DADE COUNTY ..1 NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D226 Type II or ASTM D2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. ' Y e • . . ••• •••••• Ply Sheet Apply one layer of Boral Citadel Plus over Base sheet as per currety. oval. .::go: ....:. (Optional): Membrane: One or more plies of BORAL TileSeal Underlayment with a minimdM 5" head'lap and minimum 6" end lap. Place the first course of membrane parallel t8lit eave, rolling the • • � � • membrane to obtain maximum contact. Remove the release membrane ass the menbrane is o applied. Vertical strapping of the roof with BORAL TileSeal Uncprlayiyent is acceptable. AII.:o end laps and laps without black selvage area shall be sealed under jap using anV99 modified • mastic. 000000 Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH-160, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. MIAMMADE'.OUNW NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but4maj be applied over a roofing Base/Anchor sheet underlayment. • • • • • • 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 7 80 0a s of application. ��•••� •� •���•. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 wh • "' Y e;I.yj�s are loaded directly "• to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater tAa"n 6:12 •:•• 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed app?dV*c1f this pf �auot with* 0 0 * 0 specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 0 00000 • • 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of AgC�ptanco* listing :.. •.: BORAL TileSeal underlayment as a component part of an assembly in the Notice of Accle�talice. 14BOVAL • TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. 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. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below QMIAMMI-DAMECMUNTYM ,...M END OF THIS ACCEPTANCE MIAMEQADE COUNTY ...s j NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 4 of 4 COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES RER 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION ( Miami, Florida 33 15-2599 NOTICE OF ACCEPTANCE (NOA) T (www- 5-2590 F e.ao econo y www miamidade Qov/�conomv ICP Adhesives and Sealants, Inc. 12505 NW 441" Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction.Wierials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Produpt Conttgl.$gction tp Jv... used in Miami Dade County and other areas where allowed by the Authority Having JurisdkAdin CAW)... This NOA shall not be valid after the expiration date stated below. The Miami -Dade County:Pr6duct Coi:trol Section • .... . .. ...... (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tl*%right to lave this proV&* * or material tested for quality assurance purposes. If this product or material fails to perform ii; the acceAtIeTiUnner,.th¢.. manufacturer will incur the expense of such testing and the AHJ may immediately revokes avedify, or sw6pend the ease • • of such product or material within their jurisdiction. RER reserves the right to revolve tki's accep nce, if ith3•:• determined by Miami -Dade County Product Control Section that this product or material foils jo pieet the rtquirements'. of the applicable building code. ...... This product is approved as described herein, and has been designed to comply with'yle'Florida: Building Code": including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives PolyseO AH-160 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. MIAMFGADECOUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: 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 ICP Adhesives N/A TAS 101 PolyseeAH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 . . .... ...... ...... .. ...... ProdurlIK eriution • Two component pol�.Ur.ethane foam adhesive. • • • . .. .... ..... .. .. .. . ...... Dispensing Equipment.... . • . . . . ...... Dispensing Equipme% • • • • • • • 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: Tomball, TX. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise Tensile Strength 12 PSI Perpendicular to rise Water Absorption ASTM D 1623 28 PSI Parallel to rise Moisture Vapor Transmission ASTM D 2127 ASTM E 96 0.08 Lbs./Ftz 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 Closed Cell Content ASTM D 2856 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. QM"LAMEADMECOUNW]IIIINOA 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/Reoort 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 • • t74y303 ' Southwest Research Institute 01-6743-011 ASTM E 108 ...... •• 1 /T¢/94 ...... 01-6739-062b[l] ASTM E 84 •�•�•• VIW95 ••��� Trinity Engineering 7050.02.96-1 TAS 114 •': •'; .. .. "" ik3+<i46 •' • • • .... • • P36700.04.12 ASTM D 1623 • • • • • • 04/1.8/12 • • P39740.02.12 TAS 101 t/j 2 • • • •' • TAS 123 ;•�•�; ••. e otex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 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 61 G20-3 of the Florida Administrative Code. MIAMFQADE COUNTY NOA No.: 17-0322.03 jj;['Yjgpj�Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: I. 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 pppklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensad by4�1` Ad11eSh s and • • • •: • Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicatbTs to the ahtlfori4f having '. jurisdiction. ...... .. ...... 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is wQWred before aipplicatien • of any adhesive. The mix ratio between the "A" component and the "B" component sail tie maintained between • • • 1.0-1.15 (A): 1.0 (B). ...... .... ..... .. .. 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenso"�1000 or ICP . ...... Adhesives ProPack® 30 & 100 dispensing equipment only. •. . . . . ...... 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. .. ' • • • • :9000: 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Aliesives 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. MLAWDADE COUNTY NOA No.: 17-0322.03 � u � � ' Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 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. �� BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMMADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 "A throaigb plastk coment Paddy IB•n•atbTi•) 10mrl tocluirod) -''6 { 101 Bateeris EavtCours• � - � r, 10 ` 'e' '.>y Fascia 2 in Nail through plastic cement When required) _ _—P•ddyiB.n.achTil.l thmisda — 41 Aathnsoptioaal tit. �� -. -- ` `. yr- `i'Y'.,_ r`•�� : , . Ea" Closuto EarrCourse — inscia Blurt 11hew9%plastic cocs.nr-, (when roquktdl Paddy IB.nvalsTil.l t0in.leJ e21n. wide `>.'` w `` Battens . ~' .f ` �;.' .. optional* la'•.4 ~~ .: EaVe COW. Fascia 4 Weephok ] in.y Z ERM closure Drip edge MIAMFDADE COUNTY FTIUQGIWQ� Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 men) 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 cmZ) — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile..... • • •••• •••••• •••••• •• •••••• • Medium Profile / Double Pan rile • • • • • •••••• •••• ••••• • • • • • •• •• •• • •••••• 1. Starting at the eave courasr,.apply a minivium 2" (50.8 men) x 10" (254 n-An) k l:' (25.4 mrn) foam.... : • paddy onto the underlay#nentopositionea as showit • • • • under the pan portion of the the closest j84tbe 0 • overlock of the tile being set. **so 2. Continue in same manner. Insure approximately 17 (109.7 cmZ) — 23 (148.4 cmZ) 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 men) 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 cmZ) — 23 (148.4 cm') 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 etsilthraegh plastic cement tteum milw►ad) Daddy 16eneathTdel Ursderlaymem o -• ,F' 2 a1. Ptkml EiwCourse r2Nf'.a Ftsda r Eave(10swe. Nail throaph plastic cement twhen requiredl ----Paddy Iftne uh Tilt) •'2in: iaitens optnonal _�`•-"•- t , ��?,Y- � '� -~..�U in ,� Zile VVV'•j ^`•ti tie• !f �- E.v. [Losers Eays,Courso / Fascia MIAMMADE COUNTY .. a s Flat/Low Profile Tile 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 cm') square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimun3 21's(5P.8mm) x 7" 077.8 mm) x 1" (25.1 TyuA foam p'&88P onto the underlayment positioned asestiown under the . .... ...... strengthening rib closest to �hao�erlock of� . a tile being set. • • • • • • • •ease• .... . ..... 3. Continue in same manner. sl asureeapproxirnalely 10'z --as (64.5 cm2) - 12 (77.4 cm') square inch;dh si;e • • • • • • contact with the underside vfgtbe:ile. • •, . • . . • e a a a • 000 Medium Profile / Double Pan Ille • 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 cm') — 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 cm') 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 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nall through pkstk cement (when ►equircd) PM4 ie-mah ril.) Tin` •`'�t_,•'.�.�'`4 '_` 21n A. - Battens olptlaftal t'`�.,� '"`,.`� -� ,.``. jam::• lr..phob loin,�� 2>n. Drip edge MIAMFDADE COUNTY jjos r 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 (109.7 cm2) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. .... 2. At the second course, apply a pnpimum q-- j- 0.8mn'tr • • ; • x 7" (177.8 mm) x 1" (25.4 tflm)•foam paddy onto the • . . ... .. un erlayment positioned at shown under the.pan. .... portion of the tile closest to Me Overlock Ake the ; • • • • being set. • • • • • • .... . ..... ...... .... ..... 3. Continue in same manner. Jlagure approxiiriat(Ay 171: •.... (109.7 cm') - 19 (122.6 cni)64inare inch adhesive •, contact with the underside of the tile. 000000 . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL ## 3 Wlie iredl ccemerrt Padldr(het reenties) Bmens optional � Pa" (under We)._: Sieglepaddy' ontopoltle 4 x 4 in. SinOktaddy an l�ldlrlapnlot 2 x 4 in. . y 2In. Fascia FlaVLow PratileTile MaftooghplasBcament Single paddynnder tie (whenrecluireo Paddy lnetween tiles) fBaebu ft ft (under tile) `. an Of :4 to SoglepaddEan Loin. �`��_ 2'n. Eave Closure Eave Course Fascia IYWI= ProBleTlle M)AWDADE COUNTY I. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (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 prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in' (109.7-148.1�jif) of adhesive contact with the uttierside•of.tjv the ...... ...... .. ...... 2. Apply a 4" (101.6 mm)-x 44 �4 01.6 mm) x 1 " (21.j... mm) foam paddy onto tk"dfiderlayiUpt.:t&st beldw the second course line pds'ifibned fohm paddy `•: •'. under the strengthening ntTos flat ti'le*er under the .. .. .t. . .....9 pan portion of the tile, clos a stt o the un4erlock for . • the second course tile tq beein:tailed. Insure ....;. approximately 8-9 in' (51.6-58.1 cm! j Si adhesive contact with the underside.4f the tiles • • • • (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) Naldwoughpladc Sinyie paddy order dle ir Paddy (between tiles) amen: _ Optional Paddy(aaderdle) on 4x41n. shoe 2x4In.pafton bop otae'`�. Eave course Tvsda weggmk loin. 2 in. Eave dosure Drip edge N" Profile TUe MAMFDADE COUNTY M 4r 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 1/4" (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 approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm') - 9 (58.1 cm') square inch adhesive contact with the underside•oi't'� wile at the head of the tile. Continve4 n sam : mangier. • • %see• •••• • . • • • • •••••• •••• • ••••• •e•••. •e•• ••••• eat 0 • • :so*:* e ••••% • • • • •• • • •• • • • • e NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 s%in. Steep pitch applications in contact with the pan tile. (when required) 2) Turn coven upside down. Place adhesive in to 1 in. from outside edge of cover tile. Than install the tile. Ensure 20 to 25 sq. in. contact area. ^, o Underlayment �✓ ,— ✓ Eave closure :. �' Sheathing - (motar shown) Weephole Fascia Board Remove top portion of the save 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 MIAMFDADE COUNTY '.s s ,.. Two Piece Barrel (Cap and Pan) Tile 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. Support eave tiles from rocking until adhesive has a chance to cure. .••• 2. Continue in same mpnerabringiri U%Q pan e e s e e a courses up toward thteridg& Insure. . •' approximately 65 (449rA•013112) — 70 (,?5,k6 cm4)*••:9 square inch adhesiveeaot ut with thesundersi4-. . .„ of the pan tile. •eseee ;...;+ • 11 •s•• • ease* 3. Turn covers upside Avg exposinr t�i 1ndersL'cie e • of the tile. Apply a rrW*4*rpVgi 1" (25 4 mm) x 10 • (254 mm) bead of a4es&e direc4y on.the inner..; edge of each side of the cover tile: Veaeve e approximately 3/4" (i 946D) to I a (p..1 mm) : e a e a from the outside edge of the tile, in 6i, 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 cm') - 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