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RF-14-1237
j !yb��3ll� Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 NSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING 1-1 PERMIT APPLICATION Permit Type: BUILDING Jos ADDRESS: 530 GRAND CONCOURSE d- FBC 20 1 LD Permit No. Master Permit No. , '4— 12 ROOFING City: Miami Shores County: Miami Dade gip: 33138 Folio/Parcel#: 1132060171420 Is the Building Historically Designated: Yes NO X Zone: OWNER: Name (Fee Simple Titleholder): ROBERT ROBERTS Phone#: Add,,,. 530 GRAND CONCOURSE City: MIAMI SHORES Tenant/Lessee Name: Email: State: FL KMN1.1 CONTRACTOR: Company Name: BLUE PANTHER ROOFING & CONSTRUCTION CORP Phone#: 305-807-1058 Address: 4630 SW 13 TER City: MIAMI State: FL Zip: 33134 Qualifier Name: JUAN C ORELLANA Phone#: 305-807-1058 State Certification or Registration #: CCC1328969 Certificate of Competency #: Contact Phone#: 786-371-6106 Email Address: ANIBALROOF82@GMAIL.COM DESIGNER: Archiwct/Engineer: Phone#: value of Work for this permit: $ 18,000 Square/Linear Footage of Work: 3200 Type of Work: OAddition DAlteration ONew ORepair/Replace Description of Work: REROOF , FLAT WHITE TILE FOR SAME FLAT WHITE TILE COLOR THRU WHITE Submittal Fee Scanning Fee Color thru tile: P"mit Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ ODemolition 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 CONIlVIENCEMENT 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 COMNENCEMENT. " 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 is—s—In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature b8r' Owner or Agent Contractor The foregoing instrument was acknowledgedbeforeme this � The for instrument was acknowledged before me this day of —T—'-' 20 -q, by ��% /� day of W , 20 Ly, by'.ro4- Male-' , who is personally known to meho has produced_ who is personally known to me or who has produced /) As iden ' anon and who did take an oath. as identification and who did take an oath. NOTARY/PUBLIC: ,f NOTARY Sign: -, C/ Print: e ,- r o,n - My ssion Expires: APPROVED BY Jose A. Of= MMISSION#E£831658 PIRES: SEP. 03,2016 l Examiner Structural Review (Revised 3/1212012)(Revised 07/10/o7)(Revised 06/10/2oo9)(Revised 3/15/09) Sign: JC.. C'" Expires: Jose A. Gl Mn COMMISSION # EE 83'1656 EXPIRES: SEP 03,016 W-WJOAWNNOTAR1P= Zoning Clerk 11 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 114442.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1 Aesthetics Workmanship: the workmanship provisions of Section R4402 are for theu o se providing that the roof system meets the wind resistance and water instruction performance standards of Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. Z �_Q_Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renalled in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. 4.0 --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 to be performed. 4.Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6.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. 7.�ventilatlon: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existin of attic ventilation shall not be reduced. It may be beneficial to consider additional venting whi can res `It in extending the service life of the f. �D t o�� Owner/Agents Signature Date Con o ignature Date Revised on 7/9/2009 LD PropertySearch Application - Miami -Dade County�� Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-017-1420 Property Address: 530 GRAND CONC Owner ROBERT ROBERTS Mailing Address 530 GRAND CONCOURSE MIAMI, FL 33138-2465 Primary Zone 1300 SGL FAMILY - 2601-3000 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds f Baths t Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,782 Sq.Ft Lot Size 10,060.7 Sq.Ft Year Built 11971 Assessment Information Previous Price Benefit Year 2014 2013 2012 Land Value $201,279 $186,398 $122,960 Building Value $201,194 $202,766 $231,810 XF Value $17,951 $18,085 $22,771 Market Value 1 $420,424 $407,249 $377,541 Assessed Value I $M9,7181 $383,959 $377,541 Benefits Information Previous Price Benefit Type 20141 2013 2012 Save Our Homes Assessment $845,015 Exemption Value $50,000 $50,000 $50,000 $30,706 $23,290 $333,959 Cap Reduction 1 $25,000 $25,000 $25,000 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemptlon $25,000 $25,000 $25,000 Note: Not all benefds are applicable to all Taxable Values Q.e. County, School Board, City, Regional). $333,959 $327,541 Short Legal Description MIAMI SHORES SEC 4 AMD PB 15-14 LOT 5 LESS NE15FT & BLK 97 NE40.5FT OF LOT 6 LOT SIZE 79.200 X 130 OR 21318-2615-16 04031 COC 25236-495012 20061 Generated On: 6!4/2014 Taxable Value Information Previous Price OR Book - 2014 2013 2012 county 12/01!2006 $845,015 Exemption Value $50,000 $50,000 $50,000 Taxable Value School Board $339,718 $333,959 $327,541 Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value City 1 $364,718 $358,959 $352,541 Exemption Value I $50,000 $50,0001 $50,000 Taxable Value 1 $339,7181 $333,959 $327,541 Regional 1 Qual by exam of deed Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $339,718 $333,959 $327,541 Sales Information Previous Price OR Book - Qualification Description Sale Page 12/01!2006 $845,015 25236-4950 2008 and prior year sales; Qual by exam of deed 04/01/2003 $415,000 21318-2615 2008 and prior year sales; Qua[ by exam of deed 01/01/1998 $237,000 179694901 2008 and prior year sales; Qual by exam of deed 06/01/1990 1 $0114605-3088 1 Qual by exam of deed 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:/Avww.mismidade.govfmfb/disdaimer.asp (http:/MWww.miamidade.govfiinfbidisclWmer.asp) http://www.miamidade.gov/propertysearch/ 6/4/2014 Miami Shores Village 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 Date: 6 M;4 y 10050 NE 2nd Ave Miami Shores, R 33138 Re: Owner's Name: ROBERT ROBERTS Property Address: 530 CONCOURSE Roofing Permit Number: Dear Building Official: I ROBERT ROBERTS building because: certify that I am not required to retrofit the roof to wall connections of my e 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. ❑ 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 State of Florida County of Dade ROBERT ROBERTS Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Swrom #o and subscribed before me this 04 12. ,f JUNE . 2014 Notary Public, Sate of Florida at La When the just valuation of ft structure SFBC. Then you must provide a buildlni Revised on 8iIV2009 1. Giron #EE831658 003, 2016 ►NNomet = Ad rslfh FBC nor a 1994 �+! CTWN Sl�RVFGE o 7066 -SW 44mStreet Wand, fl. 33155 Tel: 786-398-9179 Fax: 786-800-2627 LAB CERTIFICATION #10-0512-01 SITE SPECIFIC INFORMATION UPLIFT TEST . TAS #106 Roofing Contractor BLUE PANTEHER Permit # RF6-14-1237 JobAddress -530 GRAND CONCWRSE MIAMI SHORES, fL. 331 Owner's Name ROBERT ROBERTS Type of Tile -EAGLE FLAT 13° Date -Ina Alled Approximate Roof Height 12' feet Approximate Square Footage of Roof 34 Date Tested 10118/14 Contact Name- ANtBAL Roof Pitch 3/12 ft2 Number of Tests 70 Type of Access to Roof LADDER RequiredTesting Force 35 Lbs Testing Equipment F.G.E.100 Phone# 3/807-1058 LOCATION # OF TEST PASS # OF TEST' FAIL Corner 9 Tests 9 Pass Test Fail Perimeter 14 Tests 14 Pass Test Fail Fieid 39 Tests 39 Pass Test Fail Ridge 8 Tests 8 Pass Test Fail TOTAL 70 Tests 70 Pass Test Fail IN.ACMRDANCE WITH THF.CRITERIAAF RR07MMPAlOk THISROOF ASSEMBLYHAS YASS®-THESrATLC UVUFCQUAL"Y CONTROLTES'LTWS TAS 1a6 TGSTHAS BEENBERFORMW IN FUU_A0CMANCEM THE REQUIREMENTS OF DADECOUNTRY, WIN NO DEVIATIONS. THIS RPM IS NOTGUARANTEED IN CASE OF CASE OF NATURAL DISASTERS. THISRE90RT R IS NOTVAUD FOR INSURANCE CLAIMS. GJ5 p Y AN;Tt°I;L�'VA A-1 Engineering Inspection Services, Inc 7066 SW 44 Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 alroofI ecp tionglzmail.com LAB CERTIFICATION # 10-0512.01 10/18/14 PERMIT. # RF6-14-1237 530 GRAND CONCOURSE M M SHORES, FL. 33138 T T JT T T T u T T T T T T T T T T TT T T T T T T T T T TT T T =TT T T; T T T T T T T T T T T T T T T T T T T ir T TT TT T 7066 SW 40 Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 A� - ° " CERTIFICATE OF LIABILITY INSURANCE DA�05/29/114 TYPE OF INSURANCE ADD INSR 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 pollcypes) must be endorsed. M 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 Ileu of such endorsement(s). PRODUCER CONTACT JOSE HERRERA All Florida Insurance 7782 Wiles Road PHONE (954) 510-7321 1FpAX� No): (954) 510-7323 E- L jherrera@myflins.com INSURER(S) AFFORDING COVERAGE NAIC p Coral Springs, FL 33067 INSURERA : ACCIDENT INSURANCE COMPANY Phone (954) 510-7321 Fax (954) 510-7323 INSURED INSURER 13: INSURER C : BLUE PANTHER ROOFING & CONSTRUCTION CORP INSURER D : 4630 SW 13TH TERRACE INSURER E : MIAMI, FL 33134 (954) 646-2358 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD 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. 1 TRR TYPE OF INSURANCE ADD INSR BR VMD POLICY NUMBER MPMOOLICY EFF POLICY EXP LIMITS A GENERAL LIABILITY Q COMMERCIAL GENERAL LIABILITY CLAIMS -MADE E]OCCUR ❑ ® OCCUR ❑ N B20140232 05/31/2014 05/31/2015 EACH OCCURRENCE $ 1,000,000.00 DAMAGE PREMISES PREMISESS (Ea occurrence) $ 100,000.00 MED EXP (Any one person) $ 5,000.00 PERSONAL &ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PRO- ❑ LOC PRODUCTS-COMP/OPAGG $ 1,000,000.00 $ AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL ❑ SCHEDULED AUTOS HIRED AUTOS NON -OWNED F-1 HIRED AUTOS ❑ ❑ Ea MdeM ANGLE OMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Para, an $ ❑ UMBRELLA UAB ❑ OCCUR ❑ EXCESS LIAB ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DED ❑ RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBEREXCLUDED? ❑ (Mandatory In NH) Ues describe under SdRIPTION OF OPERATIONS below N/lA ❑ WC STATU ❑ OR E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Aitch ACORD 101, Addillonal Re narks Schedule, R more space Is required) GENERAL CONTRACTOR & ROOFING CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2 AVE MIAMI SHORES FL 33138 ACORD 25 (2010/05) OF 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 REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD tPIT Section A/B AV9D ILEI MIAMhD�ADE QPad' Xunty HVHZ Electronic Roof Permit Form (01r��►` "Delivering Excellence Every Day" aR , p Section A (General Information) Master Permit No: RF -12-13-277 Process No: Contractor's Name: BLUE PANTHER ROOFING & CONSTRUCTION CO Job Address: 1530 GRAND CONCOURSE Roof Category ❑ Low Slope' ❑ Mechanically Fastened Tile ❑✓ Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other Roof Type ❑ New Roof 0 Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes 21 No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft.2) NIA Steep Sloped area (fta) 3200 Total (tha) 3200 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets•"". Perimeter Width (al: 313 Corner Size (a' x al: .... •• • .. . ...... • • •• def •• •• .• • �e°.k, ars Q ZT i;i Jt.CT TO COMPLIANCE WITH ALIF-E ISA ��_FS M,IF) RTinNS Tile Roof System is Miami-Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: I EAGLE ROOFING PRODUCT LLC Notice of Acceptance Number (NOA): 12-0430.04 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1. 39.1 P2: 68.1 p3. 107 Maximum Design Wind Pressures, (From the NOA Specific system): 40.4 psf Fill in the specfflc roof assembly components. If a component is not required, Insert not applicable (n/a) in the text box. Roof Slope: 3 712" Roof Mean Height: 14 f. Method of Tile Attachment: --Adhesive, Medium Paddy Polyfoam Polypro— Alternate Method of Tile Attachment per NOA: NA Drip Edge Size & Gauge: —3" face 26 ga.— Drip Edge Material Type: I --Gaivinized Metal— Deck Type: --5/8" Plywood— Optional Insulation: NA Optional Nailable Substrate: NA Optional Nailable Substrate Attachment: NA Basesheet Type: *4,00 ASTM FELT D226 30 0060 . • . . 0000.. .. Fastener Type for BasesheateAtlachment: • • 0000. 1-1/4 RS NAIL & TIN Eri VI -5/8 :• • 0000 00.00. Tile Underlayment (Cap S'iledt) Type: •"•" ""i' TAMKO AWAPLAM 170 ' •••:• . . %Sao: 00 000 Tile Underiayment Attachment Method,,,:: ; HOT MOP ASPHALT Drip Edge Fastener Type: 1-1/4 RS NAIL 4"OC Tile Profile: BEL AIR CONCRETE TILE Hook Strip/Cleat gauge or weight: -- Select Hook Strip -- Section E "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127' s1r2. For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the file attachment method is acceptable. P 1: 39.1 X 2,0.27$ = 10.87 - Mg; 17.71 1 = Mr1: 3.16 S 40.4 NOA Mf P 2: 68.1 X X0.278 = 18.93 - Mg; 7.71 = Mr2: 11.22 5 40.4 NOA Mf P 3: 100.7 X 0.278 = 27.99 - Mg; 7.71 = Mr3: 20.28 s 40.4 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3. Compare 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. P1: X I: = X w: _ - W: = X cos A: r7l = Fr1: 5 NOA F P2: X I: = X w: _ - W: = X cos 8: ®= Fr2: S NOA F P3: X I: = X w: _ - W: = X cos 9: M= Fr3: s NOA F Where to Obtain Information to complete tile calculations 0060 . . . Dose 666096 D Description Symbol Where to Find D D D: D D ' ' D• a ' • 0 e e e o 000000 • • • Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, sib 0000 rod sealer DbyS;professip VjI. engineer based on ASCE 7. • • o e • •sse• Mean Roof Height H Job Site 08 as see a 046900 6 Roof Slope 8 Job Site 0 •; 0 6 D D 0* 0 0 Aerodynamic Multiplier X Product Approval (WA) D s eD •006 :• D D D . 0 Restoring Moment due to Gravity Mg Product Approval (NOA) 00;0 Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions =length I =width Product Approval (NOA) Owner's Notification Form HVHZ 2010 MIAMI�ADE MEW "Delivering Excellence Every Day" 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 to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1�- 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. - 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 2 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. 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 owner provides the option of maintaining this appearance. 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 Mfuctural • • •••.•. •• • 000.00 distress and may require the review of a professional structural engineer. Ponding mayAwten the life :6000• expectancy and performance of the new roofing system. Ponding conditions may noltetviderg.44tij the 6rigin%l 0000 roofing system is removed. Ponding conditions should be corrected. •. • ...... . •. •...•. r. .. . .... ...... - 6. Overflow scuppers (wall outlets): It is required that rainwater flow off X41 the roof is not . • overloaded from a build up of water. Perimeter/edge walls or other roof extensions r ay bock #14.4ischaMe • overflow scuppers (wall outlets) are not provided. It may be necessary to install oveklaw-scupper; n accglelan�e with the requirements of. Chapter 15 and 16 herein and the Florida Building Code, Plumbing...:. t 12 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. Owner's/Agent's Signa Contractor's Signature: Property Address: ILL: PIM - 0 � 'HIAW MIAMI -DARE COUNTY PRODUCT CONTROL SECTTON DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 3154599 NOTICE OF ACCEPTANCE (NOA) wwv.miamidade.eov/sera Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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 PERA - 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. PERA 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: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state an WRowing statement: "Miami -Dade County Product Control Approved unless otherwise noted herein. ***ago •••••• .. •••. RENEWAL of this NOA shall be considered after a renewal application has been filed and4tiiefelias be8d no'changV 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 reyW4V,pr chagge in.the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endo0awgnt of t&y product,. • • • • • for sales, advertising or any other purposes shall automatically terminate this NOA. Failurv�ply with any section - of this NOA shall be cause for termination and removal of NOA. • 1000"• • . .*0900 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F18flda7 and folUNd by the expiration date maybe 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 revises NOA# 11-0321.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. !/ NOA No.: 12-0430.04 MIAMNDADE COUNTY Expiration Date: 10/05/16 1 Approval Date: 08/02/12 Page 1 of 10 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 manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Bel Air Concrete Tile L = 17" TAS 112 Flat profile concrete roof tile equipped with two W = 12 '/4" nail holes. For adhesive set, direct deck or Thickness ='h" battened nail -on applications. Bel Air Double Eagle L = 17" TAS 112 Flat profile concrete roof tile equipped with two Concrete Tile W = 12 '/4" nail holes. For adhesive set, direct deck or Thickness = ''/Z" battened nail -on applications. Ponderosa Concrete Tile L = 17" TAS 112 Flat profile concrete roof tile with slate finish W = 12 '/4" equipped with two nail holes. For adhesive set, Thickness = ''/z" direct deck or battened nail -on apglii ctions. Ponderosa Double Eagle L = 17" TAS 112 • • •..• .•.•.. Flat profile concretelmoT tie with %We finish .' Concrete Tile W = 12 '/4" equipped with two nail l+oles. Forraohesive sells • • Thickness = %2" direct deck or battened, iron applications. :...s: . • •••. :*Go:* Golden Eagle Concrete L = 17" TAS 112 Flat profile concrete rbbtiile bruthed finish Tile W = 12 '/4" equipped with two naMA& For adhesive sot • Thickness = %i" •• •1 09 01 •i••:• direct deck or battenel�FiL on applications. Trim Pieces 1= varies TAS 112 Accessory trim cla hoof feces fdtpd;e'at hi 10 w = varies rakes, ridges and val%36 terminationes • • • 0 varying thickness Manufactured for each tile profile!,: • 30.04 MIAMFDADE C� NOo No.: ae: 10/05/16 0 /05/16 �MH, � � Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 2 of 10 0 2.1 EVIDENCE SUBMITTED: Test Agency PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier Test Name/Report ERPF -001-02-01 TAS 112 7161-03 Static Uplift Testing Appendix III TAS 102 7161-03 Static Uplift Testing Appendix III TAS 102(A) 7161-03 Wind Tunnel Testing Appendix II TAS 108 (Nail -On) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails Letter Dated Aug. 1, Wind Tunnel Testing 1994 TAS 108 (Nail -On) P09647-01 Wind Tunnel Testing TAS 108 (Mortar Set) 94-084 Static Uplift Testing TAS 101 (Mortar Set) 25-7094-(2, 5, & 8) Static Uplift Testing TAS 102 25-7183-(5 thru 6) Static Uplift Testing TAS 102 25-7214-(1, 5, & 8) Static Uplift Testing .'. TAS 102 ' 666666 25-7487-2 Static Uplift Testing . 6 • � • • TAS 102 •••• 25-7496-(1 & 4) 0000 Static Uplift Testing .,.•.6 TAS 102 06000 25-7804-6 Static Uplift Testing :00:0: TAS 102 520109-1 Static Uplift Testing 0 o- •520111-4 520111-4 TAS 101 520191-1 Static Uplift Testing TAS 101 Calculations Aerodynamic Multiplier Calculations Restoring Moments Due to Gravity Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 0060 •lbiaich, 199 •6 6 6 069:900 • .. 0 0000.. Dec. 1995 :0 6.6: 66.66. . 00066 Dec.o1995 0••• 9• *see: 0990.6 6 Sep+ 1996 .00-::o 0.0.6. . • • .00006 IV" -1998 . 0060 March 1999 Sep. 2006 Sep. 2006 h11AM1•DADE COUNTY NOA No.: 12-0430.04 � Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 3 of 10 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 106 may required, refer to applicable building code. 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 roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle 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 -1 (ft) Width -w (ft) Bel Air, Bel Air Double Eagle, 11.4 1.42 342 Ponderosa, Golden Eagle,• ••• 0000 ... Ponderosa Double Eagle Flat Batten Application • ' 0000 Tile .. ... '09 0 000 000:0. • 0000.. Table 2: Aerodynamic Multipliers - A (ft) 000900 0000 •••••• 0 ... Tile Profile A (ft) ••�•�A,(ft) ••• Batten Application DirecrDttk Appritalron •• Bel Air, Bel Air Double Eagle, 0.301 ;00:tx278 • Ponderosa, Golden Eagle, 0: • • •: • Ponderosa Double Eagle Flat Tile 0 .0. 0 • • Ilk NOA No.: 12-0430-04 MAMMADE COUNTY= Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 4 of 10 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 3":12" 411:12" 5":12" 6":12" Greater than Profile (min 15132" plywood) (min. 19132" plywood) 7":12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, Deck Ponderosa, Deck 14.0 Deck 7.4 Deck Shank Nails Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, Double 1-10d Smooth or Screw 24.3 24.3 24.2 Eagle Flat Shank Nail Field Clip)•��•�• • Ponderosa 1-10d Smooth or Screw 19.0 19.0 ..22.1 Shank Nail Eave Clip) .. Double Eagle 35.5 35.5 ...:.. 84.8 ; • Shank Nails Field Clip)•••• ' 2-10d Smooth or Screw Flat Tile 31.9 •••• 32.2 Shank Nails Eave Clip)••;"; • 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 15132" plywood) (min. 19132" plywood) Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double 1-10d Smooth or Screw 7.3 9.8 4.9 Eagle, Shank Nail Ponderosa, 2-10d Smooth or Screw 14.0 18.8 7.4 Golden Shank Nails Eagle, 1 #8 Screw 30.8 30.8 18.2 Ponderosa 2 #8 Screw 51.7 51.7 24.4 Double 1-10d Smooth or Screw 24.3 24.3 24.2 Eagle Flat Shank Nail Field Clip)•��•�• • Tile 1-10d Smooth or Screw 19.0 19.0 ..22.1 Shank Nail Eave Clip) .. 2-10d Smooth or Screw 35.5 35.5 ...:.. 84.8 ; • Shank Nails Field Clip)•••• ' 2-10d Smooth or Screw 31.9 31.9 •••• 32.2 Shank Nails Eave Clip)••;"; • 2-10d Ring Shank Nails 50.3 65.5 4$.3 .. 1. Installation with a 4" the headlap and fasterners are located a min, of 2Y2" from lipad pf tile.:""' • •00 • ' •••• NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 5 of 10 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two. Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Resistance Bel Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa Tile Double Eagle Flat Tile 3 Large paddy placement of 45 grams of Pol ProTm. 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Tile Resistance Bel Air, Bel Air Double Eagle, 3M 2 -Component Foam Roof Tile Adhesive AH -160 118.9 Ponderosa, Golden Eagle, 3M 2 -Component Foam Roof Tile Adhesive AH -160 40.4 Ponderosa Double Eagle Flat Tile Bel Air, Bel Air Double Eagle, Ponderosa, Golden 3 Large paddy placement of 45 grams of Pol ProTm. 4 Medium paddy placement of 24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems • • • • Tile Tile •..• �Each= Profile Application ....Aesisfaetce: ••• Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Set 43.,9 Eagle, Ponderosa Double Eagle Flat Tile • • ; • •... .. 5 Tile-Tite Roof Tile Mortar. 660606 .. .. .. .. .. 0000.. 0000.. . • •0 0 00 0 0000.. ....00 • . 0 0000.. 00 . 0000 . • NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 6 of 10 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". EAGLTI� FLORIDA BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON 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 code in ordertofroperly evaluate the installation of this system. a 0000 . 0 • .0.. ..6000 .. 0000.. • 0000 0 . .0000. 0000 • 000000 . . . . _. 0000 0000 0000.. • 0000.. • • .96 0 0000 0000.. 0000.. 0000.. 0000. 0000. 0000.. 000000 0000.. NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 7 of 10 11 APPROVED PROFILE DRAWING - «•�- r- - BEL AIR BEL AIR DOUBLE EAGLE NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 8 of 10 0000 s • . 0000 0000•0 es a 0000so 009.0. s. • 0.000• . 0000.• • s • 0000.. 0000 . . • • • . . 0000•. sees 00000• .sees. e 9 00:• 00e • e • • • e •. e• .. see.•• • " •00• . • '• :.tip • • • • . 0000•• ~~ ]f• ..� 0 • • . • • •.. •�" �r • • .r• • • 00009• •• • •00. s • t- . • . •9s BEL AIR DOUBLE EAGLE NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 8 of 10 PONDEROSA PONDEROSA DOUBLE EAGLE 0000 0000 0000•• • 0000 •• • 0000•• •0000• • • • • •00.00 • 0 00.0• • • • •• •• •0000• • • • • •0000• •0.00• • 0 • •0.00• •00• • • •00• NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 9 of 10 'lk GOLDEN EAGLE END OF THIS ACCEPTANCE MLAM1• 3ADE COU NTY cNOA No.: 12-0430.04 "' • l Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 10 of 10 .9.9 00.0.0 .. 0000 0000.. .. . 600000 0.0.00 0000.. 9..9 0000.. 0000 . 99.06 0000... . 0000. . 0000 0000: 0000.. 99990. • • . . 0000.. 0000.. 0000.. .. 0000 0000 MLAM1• 3ADE COU NTY cNOA No.: 12-0430.04 "' • l Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 10 of 10 MAW MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) .rw.miamidade.eoy/economy 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 Go" • 0000.' .0.... LABELING: Each unit shall bear a permanent label with the manufacturer's name or log;. CW. state "hollowing . 0 statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein... , ... • • • • • 6 • • .....e � 0000.• RENEWAL of this NOA shall be considered after a renewal application has been filed and tkepe has bg%%ppechang'b in the applicable building code negatively affecting the performance of this product. 0060 . ****be 90.60• . • 60.60 TERMINATION of this NOA will occur after the expiration date or if there has been VeAg'ion or change in they .0 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endoisemend of any product, sales, advertising or any other purposes shall automatically terminate this NOA. Failure to coptrip with W Wtion of • this NOA shall be cause for termination and removal of NOA... 0000 see*: ..:. 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 12-0228.18 and consists of pages 1 through 11. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 C)lc Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof file adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does 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 tiles system using 2 -Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH - 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: • • • • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA•ve]iich lisMbtnent resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof file adhesivb. 000:00 ••:•• MANUFACTURING LOCATION: • • • • • • 1. Tomball, TX. • • • • • •969.6 PHYSICAL PROPERTIES: • • • • • • • • •999•• • • • Property Test Res;lts •6.99• Density ASTM D 1622 1.6 lbs./ft.3 • • • Compressive Strength ASTM D 1621 18 PSI Parallel to rise 66:. 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @-400 F., 2 weeks +6.0% Volume Change @1580F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 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. 60.9.0 0 •6666• 6 • NOA No.: 13-0502.02 J AP RO COUP Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Revort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 P36700.04.12 257818 -IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 528454-9-1 25-7438-4 528454-10-1 520109-1 25-7438-7 SSTD 11-93 11/02/95 520109-3 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 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12(;$498 520109-2• . 0000 520109-3 • • • 520109-6 520109-7 •••:•• • 520191-1 TAS 101 0000 U90.9 520109-2-1 •SSSS• • • LIMITATIONS: • e S • • • s • •00.00 • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assen bly fc; fire *Wg:. 2. All approved products listed herein shall be labeled and shall bear the imprint or iden0fiaj* markin tig p£oW manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approm= or the Miami -Dade County Product Control Seal as shown below. Soso.. • • 0000.• •.•S•• ••0.0•. • 0000•• ••.•00 3. 3MT 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high file profiles. 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 5. Roof Tile manufactures acquiring acceptance for the use of 3M7 2 -Component Foam Roof Tile Adhesive AH - 160 roof file adhesive with their tile assemblies shall test in accordance with TAS 101. 6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. MIAM4DADE C NOA No13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 3 of 11 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2 -Component Foam Roof Tile Adhesive 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 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance 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. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The'mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive 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 minutes after 3MTM 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall bviif . accordance with the 'Placement Details' herein. Each generic tile profile requires the s�eciti •placemLflf floted herein. •' ' ...: • • • • • • •• •. • NOA No.: 13-0502.02 a ; CO= Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram 0000 Area 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 12 grams per paddy head of file 9-11 sq. inches at 0008•. overlap 00 Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead 0000.. edge) 20-25 sq. inches each . . ••66•• bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All 3M"° 2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. 0000 . . 0000 0000.. •• • 8888 • BUILDING PERMIT REQUIREMENTS: • • • • • • • • • • • • • • As required by the Building Official or applicable building code in order to properly evaluate,gij►stallatipn of this :0.0.: system.6 6 6 6 0• 0000 . 0000. 00.66. . • 0000. .. .. •6 •• 0008•. 0000.. 00 . . . . 0000% 0000.. • . . ••66•• 0 :9000000 NOA No.: 13-0502.02 MIAMI RADE COUNTY Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 5 of 11 ADHESIVE PLACEMENT DETAII. # 1 Nail through plastic cement Paddy (Beneath Tile) (when required) Imt �W ay Battens optional '> EawCoume ° ° to t0(n. �) Fascia Eave Closure Nail through plastic cement (when required) 10 in. z\' 2 in. wide Battens optional Its 0 � \ In• Paddy (Beneath Tile) I Eave Closure Fascia Nall through plastic ce paddy (Beneath Tile)(when required) Underlayment 101n.x 21n.wide ` Battens optional Eave Course ~ Fascia Weephohi 101n. 2 In. Eave closure Orip edge APPROVED 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 file being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) square inch adhesive 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 file closest to the overlock of the file being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4m) -square 16h adhesive ..... contact with the underside of the tile.• • • • • • • .00.00 .. 0 0.0.0. 000000 . 0. . 000.. 0000 0000.. 0000 • .000. ..000. • • 0000. • 0 • • . .. .. .. .. 0000.. High Profile / Single Pan Tile... • • . 0 . . • • • • 0000.. 1. Starting at the eave coume, aply a Ui uin 2" . (50.8 mm) x 10" (254 mm) x i" 1Ti(25.4 nmI)-foam : • •: paddy onto the underlayment positiolelas 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 cm) square inch adhesive contact with the underside of the tile. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Nail through plastic cement Paddy (Beneath Tile) (when required) Underlayment Battens optional r,'3 J Eave Course' ° 10 huC Ail - Fascia Ease Closure Nail through plastic cement (when required) Paddy (Beneath rile) Underlayment �� ,; •:, 7 in. ' 2 in. Battens optional 1oln.f tin Eave Closure Eave Course 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 cm) 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 strengthening rib closest to the overlock of the rile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm) -12 (77.4 cm2) square inch adhesive 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) fo#ip84dy onto the underlayment poslionclas shovM rider the• • •' pan portion of the file closest to the ovenlo*cl o�the •. ..... • 2 ...... tile being set. Insure approjij j* 17 (160.7 cm) —• • 23 (148.4 cm2) square inch oAhp§ive cotgact yvith the; • • • • underside of the tile. 60996* ;••'•• .. • • . •••••• • • ••••• 2. At the second course, apply a hmiimume2::(548mm} • • • • • x 7" (177.8 mm) x 1" (25.t�} foam paddy onto the • • underlayment positioned at showundejag p9n • • • • O n • portion of the rile closest td theoaYerlocK of the rile ;.... being set. • o • DODO • •••• 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.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nag through plastic ce (when required) paddy (Beneath Tile) Underlayment 71, :.gip <<,� 2 in. Battens optional Save Course Fascia Weephole 10In. 2 In. Eave closure Drip edge 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 cm) — 23 (148.4 cm) 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 17" (109.7 cm) - 19 (122.6 cm) square inch adhesive contact with the underside of the tile. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 8 of 11 . . .... ...... ...... .. . ...... .... . ..... •••••• • • ••••• •• •• •• •• •••••• • • • • • •••••• NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 l admuopta5ftcement PaddgOx"Meltles) fWhenre*&Wf v sattenaoptdnna{ ° +�mxal�rtaea WSW 6 ..{.?a 561ylepaddy +� t , —&MCIDOM Flat(LawPreffieTile Hao tllroo plastdc la Since paddy undertle iulten rewhred) Ba MMM f pg" funder tki 1 Y $Tg •• • 0000 sialoepad a antaparL�e •'�'m :xn x 4ie. •• • � s46a. 061. �� 101, 21n. • -- EaueClawre EaveCeume-- Fasda lY mitun°1 prolileTHe APPROVED 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 rile 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" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course rile to be installed. Insure approximately 8-9 int (51.6-58.1 cm) of adhesive contact with the underside of the tile. (Instructions continued on next page) .... • • 0000 0000•• •• • 0000 • 0000•• •• • 0000•• • 0000•• • • • ••9.9• 0000 • • • • • • 0000•• 0000 • 0000• 0000•• • • 69.00 • • • • • 609696 • •069.9 • • • • • 0000•• •0000• •00 • • •0090 00 • 0000 • • NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) xaltlm uooin& Singlepiaftyondertfe r,4 amaaytbeeweenfibs] Battens yi,mae.tae} "OVMi taiQE118 any;=f •• • ,,��91Y ,+"j' 4z in, 0 F s s 4 in- Skiffie -� Qn h .0.000 • EaveCaUse � asap Weeplide 14in. tin, Enedowe Ditpedge High PMRIOTi e 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/a°' (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 rile. Insure approximately 9 (58.1 cm2) - 11 (71cm) 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 of the tile at the head of the tile. Continue in same manner. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 10 of 11 •• • 0000 0 0 00 ••...• 0• • .0.000 • 00.00. • • • 0000•• • • • 0000. .••. • 00000 .••.•. . • 00000 0 00 00 0000 00.000 • 0.0.00 • • • • • •0000• 0000.• • . • 000.00 NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 10 of 11 1) Place enough adhesive to achieve 6S to 70: In contact with the pan die. 2) Turn coven upside down. Place adhesive in to t in.from outside edge of cover tile. Then Install the tile. Ensure 20 to 2S sq. im contact area. Underlayment l (motar shown) Fascia ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) poMt-up Mortar on longitudinal edges of tRe Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave and 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. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan rile. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on 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 file course. Insure a minimum oft 0 (129 cm2) - 25 (161.3 cm) square finch cofiWl pea on ...... each side of the cover tife6tift* pan the gontinue in same manner. Trim awap asy cure'd•w!p&ed 6 6 6 6:6 foam adhesive. Pointingef longitudinal edges of • • • • the cover tiles are consi4emdNgption4 • 16666 •••• • ••••• 5. When additional nailing'fs6t'e4bired, 2' (50 mm700" x 4" (101.6 mm) nailers or the tie wire sys��m .60000 0 using galvanized, stainlIss 9teor copper wire and • • 6 compatible nails may bei used. 0 • • • • • . 6666.. .. 6666 6666 END OF THIS ACCEPTANCE NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 11 of 11 MIAM 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 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.my/economy Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments .... . . . see@ ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, the , state a0df (Rowing of statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.* •;' ` • • • • ° • • • see*@* RENEWAL of this NOA shall be considered after a renewal application has been filed andtAe se°has bLoae* change • • • ` in the applicable building code negatively affecting the performance of this product. . �,. • • .. .. .. ge .goes. TERMINATION of this NOA will occur after the expiration date or if there has been a rm"aa or changean the . • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of anygoduct, ....:. for sales, advertising or any other purposes shall automatically terminate this NOA. Failur�to gdtpply with any sectile... 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 revises NOA #11-1229.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 1 of 8 ROOFING COMPONENT APPROVAL Category Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass - Manufacturing Location 61' x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof rile underlayment. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 65'8" x 3'33/8" waterproofing membrane, glass fiber reinforced Manufacturing Location 60 mils thick with polyolefinic film on the upper surface for #2 use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick IR -Xe Roll: TAS 103 and A fine granular/sand top surface self -adhering, underlayment 65'x 3'33/8" ASTM D 1970 APP polymer modified, fiberglass reinforced, Manufacturing Location Or 65' x 3' bituminous sheet material for use as an #1 & #2 60 mils thick underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof file underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP underlayment 32' 10" x 313'/8" ASTM D 1970 polymer modified, fiberglass or polyester Manufacturing Location 100 mils thick reinforced, bituminous sheet material for use as #1 & #2 an underlayment in sloped roof assemblies. Designed as a a roof tile underlaymeu,.• • • Polystick TU Plus Roll: TAS 103 and • • 0000 ••Y••• A rubberized asphalt se+X;dkering,•glq&-• +� underlayment 65' x 3'3j/8" ASTM D 1970 fiber/polyester reinfore8d Werproofing • • • • • • • (Surface Printing) 80 mils thick membrane. Designed as'a etal roofinj and root•. • •. Manufacturing Location tile underlayment. • • • • • • • + • • • + • • • #1 & #2 0.00•• 00:00+ • • • • • •• •• of Y• ...... Polystick TU P Roll: TAS 103 and A rubberized asphalt ` 1fe"toofing membrane, •. underlayment 32'10" x 3'3-'/8" ASTM D 1970 glass-fiber/polyester reinforced, wiL agranular* •"' Manufacturing Location 130 mils thick surface designed for usg p s stile roof :600 t • • + • s #2 underlayment. 0900 Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass - Manufacturing Location 61' x 3'3'/8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass - Manufacturing Location 61' x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof rile underlayment. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and A rubberized asphalt self -adhering, polyester Manufacturing Location 65'8" x 3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed #2 60 mils thick as a a roof tile underlayment. MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBNHTTED: Test Agency Test Identifier Test Name/Report Date Exterior Research & Design, LLC 11756.04.01-1 TAS 103 04/27/01 11756.08.01-1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity ERn P5110.08.07 TAS 103 08/29/07 P10870.09.08 -R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P40390.08.12-1 TAS 103 & TAS 110 0,&9(/12 P40390.08.12-2 ASTM D 1623 . t&Q;A2 P40390.10.12 ASTM D 1970 • • • • X12 PRI Asphalt Technologies PRIO 1111 ASTM D 4977 • • •; • • .101W 0t/042 PUSA-005-02-01 ASTM D 4977 •''''6 01/31/02 PUSA-018-02-01 ASTM D 2523 • • • • •. $7WISA03 PUSA-035-02-01 TAS 103 • *0,9/29/06 PUSA-033-02-01 ASTM D 1970 ...... 'Q I;.06 PUSA-055-02-02 TAS 103 666666 12/40/07 PUSA-083-02-01 TAS 103 0 -06/30/08 PUSA-089-02-01 TAS 103/ASTM D4798 &;G119. 015979 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 &0 155 • 0,V01108 RX14E8A TAS 103/ASTM D4798 & G155 017/1)9/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 6666.. 6666.. e66666 60006 6 666. 6. 6000.. 0 0 666666 660666 NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self -adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied.. All side laps shall be a minimum of 3-%Z" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. 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. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 4 of 8 • • . . .... ...... •••••• • • ••••• •• •• •• •• •••••• 0 • • • • •••••• NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations (days) MTS IR -Xe TU TU Plus TU P Tile Pro Dual Pro TU Max Winter haven, FL. 180 180 180 180 180 180 180 90 Hazelton, PA. N/A 30 30 180 N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 8. In roof file application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof file applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) 0000 Tile Profile Polystick MTS Polystick IR -Xe Polystick TU,:'U° ° Poly%fitk TU Plus, TU P, Tire • .Max ° Pro so*• Flat Tile Prohibited without 5:12 No limitation• • • • No�jrpjtp�on • battens 1 0001 a • Profiled Tile Prohibited without Prohibited No hmitatioV: • • : Nolrmitaton battens .° . •• ••••:• The above slope limitations can be exceeded only by using battens and counter battins in iccordb;e Wth the • • • ° • Approved Tile System Notice of Acceptance and applicable Florida Building Code r�jijoinents Battens �... • are required for both loading and installation of tiles at all times. *000• NOA No.: 12-0713.02 APPROVED MIAMI•DADE COUNTY Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. I a n 0 �i co Root Deck prepared with POLYSnCKTU Plus Roofing Tiles (6 Max. Per Stack) 12 6 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro 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. LABELING: 1. 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. .... . . .... ...... CMAAMP&DMADECOUNTY • • • • •• • 0000 • •••••• 00 • 0000•• • 0000•• • • • BUILDING PERMIT REQUIREMENTS: 0 0 :0.0.: • •0000. Application for building permit shall be accompanied by copies of the following: • • • • .... • • .... ... ...... . . ..... 1. This Notice of Acceptance. • . ...... 2. Any other documents required by the Building Official or applicable building code in otc Wqr propejly a %aluate 00.0:. the installation of this materials. 00.• 0.0 • • 00 • 0000 • • NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure. this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 riles per stack are allowed when loading file on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7/12" or greater. It is suggested that on pitch/slopes in excess of 6 W712", precautions should be taken, such as the use of battens to prevent rile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parade t to or over the top of all laps of the patch. � • 0000. • • 10. � � • • All self -adhered membranes must be rolled to ensure full contact with approved sub5ftegl Polyglass ' •0 000900 requires a minimum of 40 lbs for a weighted roller for the rolling of the field membMiM.*f1and rollets are acceptable for rolling of patches or small areas of the roof. Brooming may be used w Rreelope isobib is rolling. • • • •' • 11. All approved substrates should be dry, clean and properly prepared, before any appmealien of Polystick • • • • • • membranes commences. An approved substrate technical bulletin can be f u-nishedWtti'fequest. It is •, recommended to refer to applicable building codes prior to installation to verify acceptable subsf&ies:. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick mernbrarls and 0 0 0 0 0 0 PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 4 (800) 894-4563. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 7 of 8 0 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 8944563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 8 • • NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 8 IAM MD1R1D MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) wwr.mlamidade.sov/vera TAMKO Building Products, Inc- P.O. Box 1404 220 West 40 Street Joplin, MO 64801 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 PERA - 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. PERA 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: Tamko Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, sta" and following statement: "Miami -Dade County Product Control Approved", unless otherwise nota .. • • • herein. • • .00:0. RENEWAL of this NOA shall be considered after a renewal application has been file ;Zthere has • • been no change in the applicable building code negatively affecting the performance of JWproduct • TERMINATION of this NOA will occur after the expiration date or if there has beer a revision of • • • • change in the materials, use, and/or manufacture of the product or process. Misuse of thtCNOA as att ; endorsement of any product, for sales, advertising or any other purposes shall automatftll�+'tetmittafe' " this NOA. Failure to comply with any section of this NOA shall be cause for termination anc;remo val of NOA. •••••• ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Co6ty, Florida, grade 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 and revises NOA No. 08-1008.04 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 12-0406.07 N FUADti MCO r Expiration Date: 07/05/17 . n Approval Date: 06/21/12 Page 1 of 6 0000.. 0000.. 000000 00000 00000 0000.. 0' 0000.. 0000.. ROOFING COMPONENT APPROVAL Category: Roofing Sub- Ategorv: Underlayment Material: SBS SCOPE. This approves Tamko Underlayments, as described in this Notice of Acceptance; designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description TW Metal and Tile 39 3/s wide TAS 103 Flexible, self -adhering rubberized asphalt Underlayment ASTM D 1970 sheet material with a polymer surface for use Manufacturing Location 91 as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when out into appropriate width strips, for taping sheathing joints. Moisture Guard Plus Man acturing Location #1 TW Underlayment Manufacturing Location #2 39'/8" wide ASTM D 1970 39-3/s" wide ASTM D 1970 Awaflex 39-W' wide TAS 104 Manxifacturing Location #1 Flexible, self -adhering rubberized asphalt sheet material with a granular surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when out into appropriate width strips, for taping sheathing joints. • • • • • • Flexible, self -adhering rubllnrilzI aspliai! ; • • sheet material with a polyiNeYlfifface Wuse• as an underlayment in sloped'roof assemblies. May be used as q ggeondary • • . • water barrier for full-roofwymige or, when. out into appropriate widthsdiW for tajual.: sheathing joints. • • • • • • • SBS modified cap sheet 4th a�on- wP811 • • polyester mat saturated wit Apfialt, coated.. on both sides with SBS rubber modified:• alt and surfaced with ceramic granules. Applied in hot asphalt. Awaplan 176m 39'/8" wide TAS 104 A polyester reinforced SBS modified Manufacturing Location #1 bitumen membrane surfaced with granules. Applied in hot asphalt. NOA No.: 12-0406.07 Expiration Date: 07/05/17 Approval Date: 06/21/12 Page 2 of 6 Y k Test Product Produ Dimensions Specification Descriution Awaplan Premium" 39-9/s" wide TAS 104 A polyester reinforced SBS modified Mamifacturing Location 01 bitumen membrane surfaced with granules. Applied in hot asphalt. Tambo SA Base 39A/8" wide ASTM D 1970 Manufacturing Location #1 A fiberglass -reinforced self -adhering SHS modified bitumen membrane with a polymer film on the surface and a removable treated split release film on the adhesive side. Shall only. be mechanically fpstened to wood deck. Direct adhesion to wood deck not permitted in the EWM. Do Not Remove Release Film Tamko SA Cap 39 3/s" wide ASTM D 6164 A dual -coated SBS -modified cap sheet with Mam}facturing Location #1 a nonwoven polyester mat surfaced with ceramic granules and a split removable release film on the adhesive side. EVIDENCE SUBMITTED: Test Auenev Test Identifier Test Name/Retwrt Date Exterior Research & Design, LLC 4448.12.01-1 TAS 103 12/19/2001 4448.05.02-1 TAS 103 05/29/2002 Trinity I ERD Tl 1090.09.08 TAS I I7(B)/ TAS 114(C) 09/18/08 PRI Asphalt Technologies, Inc. TAP -058-02-01 TAS 103 04/30/02 TAP -058-02-02 TAS 103 05/23/02 TAP -191-02-01 ASTM D 1970 11/16/07 TAP -192-02-01 ASTM D 1970 011/13/01... - TAP -193-02-01 ASTM D 1970 •..' ;1/16/07... TAP-207-02-OIREV TAS 104/ ASTM D 4798 .....12/10/A8.' TAP -185-02-01 REV ASTM D 6164 • • • : 4 1/06/08 • TAP -196-02-01 ASTM D 1970 .606991/09/09.:. 9999 MANUFACTURING LOCATION: • . 1. Joplin, MO 2. Columbus, KS 9999.. .. 9999 NOA No.: 12-0406.07 Expiration Date: 07/05/17 Approval Date: 06/21/12 Page 3 of 6 999999 9999.. .9000. 9999. 9999• •9999• 9999.. 900090 APPROVED ASSEMBLIES: Deck Type 1: Wood, Non -insulated Deck Description: "/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened -to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a.minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of TW Metal and Tile Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Metal and Tile Underlayment is acceptable. When used in Tile roof systems the capsheet 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 and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Surfacing: Approved Mechanically Fastened Tile or Metal Roofing Assembly or Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Deck Type 1: Wood, Non -insulated Deck Description: 19132" or greater plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type A or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of Moisture Guard Plus with a minimum 3.5" side lap and -We • end lap. Place the first course of membrane parallel to the eave, r.14g�the woos ••••;• membrane to obtain maximum contact. Remove the release liner as•theltnembVifif • . • is applied. Vertical strapping of the roof with Moisture Guard PIN U 18ceptable Surfacing: Approved Roofing Assemblies where an ASTM D 1970 undertayuM is allorecl . ; • • • • Deck Type 1: • ••..••• Wood Non -insulated 0' Deck Description: "/32" or greater plywood or wood plank . • System E(3): Anchor sheet mechanically fastened to deck, membrane adhered ; ••: � � 00 � : Base Sheet: One or more plies of ASTM D 226 Type ll or ASTM D 2626 wi6b a nainimuriv"" . • . • . . side lap and a 6" end lap mechanically fastened to deck with app'reved annular • • • • :"": ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.o-As field of the roll. Membrane: One or more plies of TW UndbrTdymeut with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Underlayment is acceptable. Surfacing: Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. NOA No.: 12-0406.07 Expiration Date: 07/05/17 Approval Date: 06121/12 Page 4 of 6 V- % Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(4): Anchor sheet mechanically fastened to deck, membrane adhered. Base Skeet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of Awaflex, Awaplan 170 or Awaplan Premium applied at a right angle (400) to the slope of the deck adhered in a hill mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Vertical strapping of the roof with Awafiex, Awaplan 170 or Awaplan Premium underlayments is acceptable. When used in Tile roof systems the capsheet 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 and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Surfacing: Approved Mechanically Fastened or Adhered Tile or Metal Roofing Assembly or Approved Roofing Assemblies where an TAS 104 underlayment is allowed. Deck Type 1: Wood, Non -insulated Deck Description: t9/32" or greater plywood or wood plank System E(5): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of Tamko SA Base with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Shall only be mechanically fastened to wood deck. Direct adhesion to wood deck not permitted in the HVHZ. Do Not Remove Release Filml Membrane: One or mole plies of Tamko SA Cap with a minimum 4" side lfp and 6" endlap- • Place the first course of membrane parallel to the cave, rolling the jftegibrane I4 obtain maximum contact with base sheet. Remove the release lines es the `.. • membrane is applied. Vertical strapping of the roof with TamkoSA;C ip • underlayment is acceptable. ease • • S0000.• When used in Tile roof systems the capsheet shall be back nailerfGaeck with 0000.. � approved annular ring shank nails and tin caps at a maximum l %'; b&Gat the %140 •; laps and 6" o.c. at the and laps. No nails or tin caps shall be exposcd,. . Surfacing: Approved Mechanically Fastened Tile or Metal Roofing AsseAly o;Apprua.• : Roofing Assemblies where an ASTM D 6164 membrane is allolved,'. . .. . ..s. 0..0 1111 r' .., s APPROVE NOA No.: 12-0406.07 Expiratlon Date: 07/05/17 Approval Date: 06/21/12 Pages of 6 0006.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. • R GENERAL LIMITATIONS: I . 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. Tamko Underlayments shall be installed in strict compliance with applicable Building Codes. 3. All Tamko Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. Deck shall be fastened in strict compliance with applicable Building Codes. 4. All Tamko Underlayments shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base/Anchor sheet underlayment. 5. TW Metal and Tile Underlayment, Moisture Guard Plus, TW Underlayment, Tamko SA Base & Tamko SA CAP shall not be left exposed as a temporary roof for longer than 30 days of application. 6. Awaflex, Awaplan 170 and Awsplan Premium shall not be left exposed as a temporary roof for longer than 180 days of application. 7. The standard maximum roof pitch for Awaflex, Awaplan 170 and Awaplan Premium shall .be 6:12 for flat the installation and 6:12 profiled tiles with lugs. 8. The standard maximum roof pitch for TW Metal and Tile Underlayment and Tamko SA CAP shall be 4:12 for flat tile installation and 4:12 profiled tiles with lugs. 9. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 10. Tile storage shall be on a battened roof deck when the underlayment slope limit (See #7 & #8 above) is exceeded. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. 11. The Tamko Underlayments may be used with any approved roof covering Notice of Acceptance listing the Tamko Underlayment as a component part of an assembly in the Notice of Acceptance, if Tamko Underlayments are 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. I2. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose dei ki" panels. Sweep the deck thoroughly to remove any dust and debris prior to applicatipn.. e. 0000 13. When applying the membrane in the valley, start at the low point and work to the 1119h point, r0mg. the membrane from the center outward in both directions. For ridge applic .13H., canter lhe' membrane and roll from the center outward in both directions. .... . 14• contactewith tlf he base sheet, gluiered ng special attention to overlap areas. membranes roll or broom the entire surface so.�44thave 34tNNiA00000 0 � 15. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof %k sembly ccWta Product Control Notice of Acceptance and applicable Building Code. :00:0: • 16. All protrusions or drains shall be initially taped with a 6" piece of approved Taniko UdderlaftpgP. The flashing tape shall be pressed in place and formed around the protrusion to egsure'a.tight fit. A second layer of the same Tamko Underlayment shall be applied over the taped underiaynInt. .. 17. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. F UN'rY L •.� APPROVED END OF THIS ACCEPTANCE NOA No.: 12-0406.07 Expiration Date: 07/05/17 Approval Date: 061/12 Page 6 of 6 . . G e' 6066.• 6 e 6666.. •0000. e.0sss eases •0i•:• • :0006. oases: •