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RF-16-618 Miami Shores Village i ? 10050 N.E.2nd Avenue NE • ' Miami Shores,FL 33138-0000 Phone: (305)795-2204 x Expiration:0 /07/2016 Project Address Parcel Number Applicant 464 NE 92 Street 1132060140030 JONATHAN&ANDREA TOVAR Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JONATHAN&ANDREA TOVAR 464 NE 92 Street (786)375-5533 (305)610-0914 Miami Shores FL 33138- 464 NE 92 Street Miami Shores FL 33138- Contractor(s) Phone Cell Phone Valuation: $4,800.00 DAN TENNIS ROOFING INC (954)485-7778 (954)560-4749 Total Sq Feet: 576 Type of Work:Re Roof Available Inspections: Additional Info: Inspection Type: Classification:Residential Up Lift Report Scanning:4 Tin Cap Final Roof Tile In Progress Renailing Af>idavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# RF-3-16.58949 DBPR Fee $3.75 03/08/2016 Credit Card $50.00 $232.50 DCA Fee $3.75 Education Surcharge $1.00 03/11/2016 Credit Card $232.50 $0.00 Notary Fee $5.00 Permit Fee-New Roof $250.00 Scanning Fee $12.00 Technology Fee $4.00 Total: $282.50 In consideration of the issuance t is permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict co ity with he plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permft I assume p risibility r all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUM IN ,MEC NICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify t at lithe agoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futherm I autho thea a-named contractor to do the work stated. D RA March 11,2016 Authorized Signature: 7 / Applicant / Contractor / Agent Date Building Department opy March 11,2016 1 Miami Shores Village MAR 08 2016 Building Department }i, 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION UNE PHONE NUMBER:(30S)762-4949 FBC 20 BUILDING Master Permit NoRE 16 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ELECTRIC ✓ROOFING ❑ REVISION ❑EXTENSION [-]RENEWAL n PLUMBING M MECHANICAL n PUBLIC WORKS n CHANGE OF Ej CANCELLATION []SHOP e� - -' 7CONTRACTOR DRAWINGS JOB ADDRESS: `'Y'{? 1 E � Gj A S:7-i, City: Miami Shores County: Miami Dade Tap: Z?/3-91 Folio/Parcel#: 1-. 2 016 ' ' ' 0©3b Is the Building Historically Destg iete�l:Yes NO- Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): ` dC I r✓Uon4y�' Address: ��• N l City: l L'Vl 1 �a State !t; Zip: Tenant/Lessee Name: Phone#: Email: ^� CONTRACTOR:Company Name: Off iV - Phone#: ^36d" Address: --�-�-� City: 1 PttlVi fT -fit_ State: Qualifier Name: L1Phone#: State Certification or Registrationy� {b Certificate of Competency#: DESIGNER:Architect/Engineer: Phoned: Address: City: State: Zip: Value of Work for this Permit:$ � &00-6• 0® /aware/Unear Footage of work 7/+ Type of Work: ❑ Addition ❑ Alteration f New ❑ Repair/Replace ❑ Demolition Description of Work: !1dr"'�AtA— tA F'1,1 C- A Y ' (LF-IC -rte' NAV A-0 Pty(/ON eat M65'-OK. Nom- "VA Eq!e /r-7 Specify color of color thru We: Submittal Fee$ Permit Fee$ CCF$, 00 CO/CC$ Scanning Fee$1Z ,6Zi Radon Fee s-3--45 DBft$�' Notary$ Technology Fee$ o TralnhWEducation Fee$ Double Fee$ 0 Structural Reviews$ Bond - 1 I 2 TOTAL FEE NOW DUE$ a3 (ReviseM2/24/2014) • Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage tender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT. I certify that all the foregoing Information is accurate and that all work will be done In compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$25W,the applicant must promise in good faith that a copy of the notke of commencement and construction lien low brochure will be delivered to the person whose property Is sub]"to attachment Also,a certified copy of the recorded notice of commencement must be pasted at the job site , for the first inspect! rs seven (7) days after the building permit Is issued. M the absence of such posted notice, the Inspection will not ed a a reinspection fee will be charged. SignatureI 110 19ASignature OWNS or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this _day of �/1 .20 by _day of $ —0 ,20 by any to b)W is who rsonai to me or who has produced as me or who has produced as Identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: SI Sign: Print: Print: 1 �t��/(1 Seal: Seal: � WEARY tBASWAY ao�°vel Notary Public State of Florida * my(o6BIIB m#FF 934118 Joanna M Feliciano * EXPIRES:Nmmte 24,2019 OOF MY Commission F 827 3 '�oyp/ppa�°� $p T1011E IN APPROVED BY Plans Examiner Zoning Structural Review Clerk (Reviseedo2/24/2014) BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S.Andrews Ave., Rm. A-100, Ft. Lauderdale, FL. 33301-1895—954-831-4000 VALID OCTOBER 1,2015 THROUGH SEPTEMBER 30,2016 DBA: Receipt#:185-1456 Business Name:DAN TENNIS ROOFING INC Business Type: OOOFINGSCONNTRAACCTOR)CONTRACTOR Owner Name:DAN TENNIS/QUAL Business Opened:08/03/199~9 Business Location:2511 NW 53 ST S'L WCounty1C9rWeg•CCC1326116 TAMARAC Exemption Code: Business Phone:954-485-7778 Rooms seats Employees Machines Professionals 1 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years CWISW n Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature.You must meet an County and/or Munidpaiity planning WHEN VALIDATED and zoning requirements.This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it Is in compliance with State or loWl la"and regulations. Mailing Address: DAN TENNIS ROOFING INC Receipt #108-14-00011126 2511 NW 53 ST Paid 09/16/2015 27.00 TAMARAC, FL 33309 2015 - 2016 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S.Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1, 2015 THROUGH SEPTEMBER 30, 2016 Receipt#:185-1456 Business Name:DAN TENNIS ROOFING INC Business Type:ROOFING/SHEET METAL CONTRACTOR (ROOFING CONTRACTOR) Owner Name.,DAN TENNIS/QUAL Business Opened:08/03/1999 Business Location:2511 NW 53 ST State/County/Cert/Reg:CCC1326116 TAMARAC Exemption Code: Business Phone: 954-485-7778 Rooms Seats Employees Machines Professionals 1 Signature For ty Number of Machines: VwWlna T Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.001 0.001 , 0.001 0.001 0.00 27.00 Receipt #108-14-00011126 Paid 09/16/2015 27.00 Property Search Application-Miami-Dade County Page 1 of 8 l r � rj r Address ! Owner Name Folio SEARCH: 464 NE 92 ST Suite ....................................._..........__.........._................................__.....__..................................................._............................_.................__.................................................._......... ........... ................... ....... ........ PROPERTY INFORMATION Folio:11-3206-014-0030 i Sub-Division: MIAMI SHORES SEC 2 i Property Address 464 NE 92 ST Miami Shores,FL 33138-3155 Owner ANDREA TOVAR JONATHAN TOVAR Mailing Address 464 NE 92 ST MIAMI SHORES, FL 33136-3155 Primary Zone 1100 SGL FAMILY-2301-2500 SO Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 http://www.miamidade.gov/propertysearch/index.html 3/8/2016 Property Search Application-Miami-Dade County Page 2 of 8 Actual Area 1,737 Sq.Ft Living Area 1,461 Sq.Ft Adjusted Area 1,505 Sq.Ft Lot Size 9,525 Sq.Ft Year Built 1947 f r Featured Online Tools Comparable Sales Glossary Non-Ad Valorem Assessments PA Additional Online Tools http://www.miamidade.gov/propertysearch/index.html 3/8/2016 Property Search Application-Miami-Dade County Page 3 of 8 Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION Year 2015 2014 2013 f Land Value $228,341 $199,704 $177,096 Building Value $104,748 $103,598 $103,598 Extra Feature Value $15,122 $15,244 $15,367 Market Value $348,211 $318,546 $296,061 r Assessed Value $131,881 $130,835 $128,9021, TAXABLE VALUE INFORMATION 2015 2014 2013 COUNTY Exemption Value $50,000 $50,000 $50,000 Taxable Value $81,881 $80,835 $78,902 '< SCHOOL BOARD Exemption Value $25,000 $25,000 $25,000 Taxable Value $106,881 $105,835 $103,902 CITY ..�....�.._.. �..,.. �.._.__..... .....:... Exemption Value $50,000 $50,000 $50,000 Taxable Value $81,881 $80,835 $78,902 '. REGIONAL Exemption Value $50,000 $50,000 $50,000 Taxable Value $81,881 $80,835 $78,902 BENEFITS INFORMATION Fi Benefit Type 2015 2014 2013 Save Our Homes Cap Assessment Reduction $216,330 $187,711 $167159 iE Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 s 5` http://www.miamidade.gov/propertysearch/index.html 3/8/2016 Property Search Application-Miami-Dade County Page 4 of 8 x Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). FULL LEGAL DESCRIPTION MIAMI SHORES SEC 2 PB 10-37 1 LOT 4&E1/2 LOT 5 BLK 49 LOT SIZE 75.000 X 127 OR 9361 511 SALES INFORMATION Previous Sale Price OR Book-Page Qualification Description Previous Owner 1 02/17/2015 $358,000 29508-3914 Qua[by exam of deed EDWARD B GROMELSKI&W BARBARA <? 05/01/1976 $45,000 00000-00000 Sales which are qualified For more information about the Department of Revenue's Sales Qualification Codes. 2015 2014 2013 LAND INFORMATION Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-20 1100-SGL FAMILY-2301-2500 SQ Front Ft. 75.00 $228,341 ; BUILDING INFORMATION Building Number Sub Area Year Built Actual Sq.Ft Living Sq.Ft Adj Sq.Ft Calc Value 1 1 1947 1,737 1,461 1,505 $104,748 _ Building Sketches Available[ z EXTRA FEATURES Description Year Built Units Calc Value ; Patio-Brick,Tile,Flagstone 1997 270 $1,793 r Chain-link Fence 4-5 ft high 1981 200 $1,104 i Pool 6'res AVG 3-8'dpth,plain feat 250-649 sf 1981 1 $11,645 Patio Concrete Slab 1947 276 $580 ,...,m. ADDITIONAL INFORMATION http://www.miamidade.gov/propertysearch/index.html 3/8/2016 Property Search Application-Miami-Dade County Page 5 of 8 *The information listed below is not derived from the Property Appraiser's Office records.It is provided for convenience and is derived from other government agencies. ..... ......._..... ...._...._ _...-................ LAND USE AND RESTRICTIONS Community Development District: NONE P Community Redevelopment Area: NONE # f ( � Empowerment Zone: NONE Enterprise Zone: NONE Urban Development: INSIDE URBAN DEVELOPMENT BOUNDARY Zoning Code: R20- i Existing Land Use: 10-SINGLE-FAMILY,MED.-DENSITY(2-5 DU/GROSS ACRE). Government Agencies and Community Services OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Childrens Trust City of Miami Shores Environmental Considerations Florida Department Of Revenue t Florida Inland Navigation District Miami-Dade County Bulletin Board ! Non-Ad Valorem Assessments t School Board ji South Florida Water Mgmt District Tax Collector The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govfiinfo/disclaimer.asp For inquiries and suggestions email us at http://www.miamidade.gov/PAPortaVContactForm/ContactFormMain.aspx. Version:2.0.3 EXEMPTIONS 0 BENEFITS Deployed Military http://www.miamidade.gov/propertysearch/index.html 3/8/2016 Property Search Application-Miami-Dade County Page 6 of 8 Disability Exemptions Homestead Institutional Senior Citizens More> REAL ESTATE 40 Yr Building Re-Certification Appealing Your Assessment Defective Drywall Folio Numbers Mortgage Fraud More> TANGIBLE PERSONAL PROPERTY Appealing your Assessment Assessment Information Search Exemptions Extension Requests Filing Returns More> http://www.miamidade.gov/propertysearch/index.html 3/8/2016 Property Search Application-Miami-Dade County Page 7 of 8 PUBLIC RECORDS Address Blocking Change of Name Change of Address Change of Ownership&Title Declaration of Condominium More> ONLINE TOOLS Property Search Property Sales Tax Estimator Tax Comparison Homestead Exemption and Portability More> TAX ROLL ADMINISTRATION Appealing your Assessment Reports h4://www.miamidade.gov/propertysearch/index.httnl 3/8/2016 Property Search Application-Miami-Dade County Page 8 of 8 More> http://www.miamidade.gov/propertysearch/index.html 3/8/2016 MR Am CaulTy ROOF ASSEMBLIES AND ROOFTOP STRUCTURES AMM Florida Building Code 5th Edition(2014) MAR 08 2016 OPig elocity Hurricane Zone Uniform Permit Application 0 Section A(General Information) fi Master Permit No. Process No. 0 Contractor's Name JobAddress iV �2N� S r" 1{ �1N�� i��SS�►(�} ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile tr7�Mortar/Adhesive Set Tiles e ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive SUR-RAS ISO ROOF TYPE ff/New roof ❑ Repair ❑ Maintenance ❑ Reroofing ❑ Recovering ROOF SYSTEM INFORMATION 9 Low Slope Roof Area(SF)1_ Steep Sloped Roof AREA(SSF)T74 Total(SFS"71 Section B(Roof Pian) Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflowscuppers and overflow drains. Include dimen- sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. b o ❑ �� Q Z E 0 Z ! Z a G)m o rri I Ml s , o °I � o v q. At C". 2 M 0 o � � m � 8 • • •. . •• • • • m . • Z• • B • • • • • • • ••• a • •• 0 • • • • • • • FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) R 15.37 11111111 i g .' ' , Copyrigbt to.or licensed by.ICC(ALL RIGHTS RESERVED);accessed by E►it PSI inn Jun✓i 2Q+5 i�j1:3 ;2•Aiv�pursua�to 5.37Ucene Agreement.No further mprodnodons authorized. • • • 000 • • • • • • • • • • • • • • • •• •• •• •• • • ••• • • 0 ••• 0 • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ® Florlda Buildings Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form. 6 8 6 Section E(Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from M, if the Mt values are greater than or equal to the M,values,for each area of the roof,then the file attachment method is acceptable. 0 Method "Moment Based Tile Calculations Per RAS 127" p (P1r %71Qs(s= " M„ � Product Approval M, g, (P2:A-r XkC-t7tr= _Mg.*-"=M, S Product Approval M, (P3:1c�6��1Y= �j_Mg: Mi3�W'Product Approval M, Method 2"Simplified Tile Calculations Per Table Below" Q Required Moment of Resistance(M)From Table Below 37-.2- Product Approval M,required Moment Resistance' Mean Roof Height 6 Roof Slope 15' 20' 25' 30' 40. 2:12 34.4 36.5 38.2 39.7 42.2 6 3:12 32.2 34.4 36.0 37.4 39.8 9 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26A 28.0 29.4 30.5 32.4 9 7:12 24A 25.9 27.1 28.2 30.0 'Must be used in conjunction with a list of moment based file systems endorsed by the Broward County Board of Rules and 6 Appeals. B For Uplift based file systems use Method 3.Compared the values for F with the values for Fr. If the F'values are greater than or equal to the Fr values,for each area of the roof,then the tile attachment method Is acceptable. 1 Method 3"Uplift Based Tile Calculations Per RAS 127" (P1:_x L__-x w:_�)- W'-x cos 0 =F,, Product Approval F' (P2:_x L_-!x w:__)-W: x cos 0_=F2_ Product Approval F (P3•„_x L__ x w._�)-W: x cos 0-=F,____ Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure Pt or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site 8 Aerodynamic Multiplier 4 Product Approval 6 Restoring Moment due to Gravity M9 Product Approval Attachment Resistance Mt Product Approval Required Moment Resistance M9 Calculated sea N g Minimum Attachment Resistance F Product Approval; •• • . g Required Uplift Resistance F Calculated • •• 0 Average Tile Weight W Product Approval Q Tile Dimensions L =length W=width Product Approval AO ca�ulatons must be submitted to the building official at the time of permit application. • . . • • 15.40 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014) tl ' I Copynght to,or licensed by ICC(ALL RIGHTS RESERVED):accessed by Eliezq pjldt:iobn Jun!�2015 W33t AMtPursuarato License Agreememe No further reproductions authorized. • i i i•i i i i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Buildings Code Sth Edition(2014) a High-Velocity Hurricane Zone Uniform Permit Application Form B Section D(Steep Sloped Roof System) 1la Roof System Manufacturer•. SU t � Notice of Acceptance Number. Qm]1-7. ^0 Minimum Design Wind Pressures,if Applicable(From RAS 127 or Calculations): P1:= P1: P1: 1 „S - 8 Deck Type: Roof Slope: Type Underlayment: '-*--?o Le f= 12 Insulation: Fire Barrier: fl B Ridge Ven 1��? Fastener Type&Spacing: -N 4(L �-� Adhesive Type: E�A li Type Cap Sheet Mean Roof Hei ht: ® V g _ Roof Covering: S'� ,` Ci.p4�/� �® Type&Size Drip Edge: 0 6 8 0 .. ..• . . . . . .• . .. . . . . %: . . . . . . . . . . . . 0 FLORIDA BUILDING CODE—BUILDING,Sth EDITION(2014) 15.39 apyn8bt to,o iri��by,ICC(ALL RIGHTS RESERVED);accessed by Fdiezv P•jf cion Jun 45 Q?:3T::7.'•ftl�pursu4 to License Agreement. reproductions authorized. • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 SECTION 1524 HIGH VELOCITY HURRICANE ZONES-REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As 4 pertains to the section,it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. ' 2• T Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). 4. -Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from glow.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. 6. �!Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is rN not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this ischarge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow sc pars in accordance with the requirements of Sections R4402,R4403 and R4413. liliu�l Own r/Agan s Signature Date Contractor Signature Date Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; •• ••• • • • • • •• 099 • ••• • • • •• • • • • • • • • • • iii • . • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t ♦5l1�c.�'s�' VA F Miami bhores Village .... nut Building Department zn 10050 N.E.2nd Avenue ��Ripp 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: / 4; 10050 NE 2nd Ave Miami Shores,Fl 33138 -�- --- Re: Owner's Name: Property Address:— N o ac,FL rS( ra Roofing Permit Number: Dear Building Official: Io V Arl.,tify that I am not required to retrofit the roof to wall connections of my building because: v'rhe 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 buildinas constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions Of 1994 ''on of t e South Florida Building Code(1994 SFBC) tuPrint N of Florida _ oory Public State�o ayct abs Joanne M Fe1r cornfrilaslortFF o S%pNea o111?*016 Slate ofFlorida ''� ,,, County of Dade .. ... . . . . . .. The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above prQp�nier�tiorie�.; • .. . . . . ... . Swom to and subscribed before me this day of Z��•' ' • • • .. . • • •• Nota Public Sate of Florida at Large o 0 : Soo ;• • • • :00 00 0 When the just valudon of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the buBding was not constructed wfth FBC nor a 1994 SFBC.Then you must provide a buRcIN application from a General Contractor for the Roof to Wd connection Hurricane Miligalion, S o o • • • • • • • • • • Revised on 5121!2009 • •• •• • • • •• •• EXTERIOR RESEARCH&DESIGN,LLC. Cea#kate of Authorhation#9503 w 'r/ p 353 CHRISTIAN STREET,UNIT#13 TR�N� 1 1 �f�� OXFORD,Cr 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT East Coast Metals,Inc. Evaluation Report E10240.08.08-R4 2301 West 8 Lane FL5374-R4 Hialeah,FL 33010 Date of Issuance:09/03/2008 Revision 4:03/17/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,P.E.for use of the product under the Florida Building Code and Florida Building Code,Residential Volume. The products described herein have been evaluated for compliance with the a Edition(2014)Florida Building Code sections noted herein. DEsauP m: East Coast Metals Channel Metals LAsEuNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. Cormmm COMPuANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen,P.E.if the product changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. AuvE irnsomxr: The Evaluation Report number preceded by the words "Trinityl ERD Evaluatedp may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INsPEcnoN:Upon request,a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 7. Prepared by: ,�tttttlrrnpy-- �' "ted'9 ��-llll�fy:. _ Robert J.M.Nfeminen,P.E. Z �y of_�.' P.L and by Rdmrt„ , Flodda Registration No.59166,Floddo DC4ANE1983 i;+��lQ{uAL ,." downvirt sknad,sealed hardooples haw bamtrardraftecitothe Y"iU ana'' ProdudApprwal rdwaWtothenmrredcdent CsmRcxT N of lura : 1. TrinityIERD does not have, nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial Interest in any company manufacturing or distributing products for why the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product S. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen,P.E.are,in anyway,the Desjgpe;9f•R%VV fol;any, • •• project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design3;uidanceU►ftt rt a1A•edo Specifically for that purpose. • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • 00 ••• • • • • ••• • • • • • • • • • • • • • •• •• 000 • •• 0• f t .-.' TRINITY ERD ROOFING CompoNENT Ev=ATM: 1. SCOPE: Product Category: Roofing Sub-Category: Roofing Accessories that are an Integral Part of the Roofing System Compliance Statement: East Coast Metals Channel Metals,as produced by East Coast Metals,have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance Is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: SectionF'! !t Standard Year 1507.3.7 installation,non-HVHZ PRSA/TRI April 2012(04-12) 2012 1518.8.1 Installation,HVHZ RAS 114119&120 1995 1523.65.2.2 Static Uplift Resistance TAS 101 1995 1711.2.1 Static Uplift Resistance SSW SSTD 11 1997 3. REmENCES: Enft Examh Mon Refererm Date ERD(TST6049) Static Uplift Resistance E42730.08.13 08/23/2013 ERD(TST6049) Static Uplift Resistance ECM-SC6795.12.14-1 02/27/2015 ERD(TST6049) Static Uplift Resistance ECM-SC6795.12.142 02/27/2015 Florida TEC(TST7393) TAS 101 S10.62SR 10/27/2010 PRI(TST5878) TAS 101 ECM-001-02-01 09/21/2001 PRI(TST5878) TAS 101 ECM-003-02-01 06/13/28 PRI OST5878) TAS 101 ECM-004-02-01 06/13/2008 PRI(1575878) TAS 101 ECM-005-02-01 06/13/2008 PRI(TSf5878) TAS 101 ECM-006-02-01 06/13/2008 PRI(TST5878) TAS 101 ECM-OD7-02-01 06/13/2008 PRI(TST5878) TAS 101 ECM-008-02-01 06/13/2008 Florida Building Code Attachment Requirements FRSWM April 2012(0442) 04/2012 Florida Building Code-HVHZ Attachment Requirements RAS 118,119 and 120 1995 East Coast Metals Metal Quality MIR Certifications Various Architectural Testing(QUA1844) cow"control Participation letter Exp.12/31/2018 4. PRoouCrD N: 4.1 Hip & e Cha 1: Pre-formed metal channel designed for as hip and ridge base to which roof tiles are bonded in proved roof adhesive. Hip&Ridge Chan Metal is available in 219 3/8-inch(± / 3/8-inch)length 2. 3,3.5,4,5,6 or 7-inch(±3/84nch) heights with 1.5- h[± 6 inch)deck-flanges. E . .. . . . . ... . . . . . . . . . . . .. . . . . . . . . . Exterior Research and Design,U.C. Evai n R"rt E10 SROM AI • • • CerBr-W oJAuduftsdona9W F1.5374-114 ••• • Revision 4:03/17/Z07S .Y. • . �4Z0fa. . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t � i TRII�II� ER® .2 Trim Lock Channel Metal: Pre-formed metal channel designed for use as a hip and ridge base to which roof tiles are bonded in FBC Approved roof tile adhesive. Trim Lock Channel Metal is characterized by Its profiled and perforated upper horizontal flange designed to receive and allow for interlock with the overlying tile adhesive. Trim lock Channel Metal is available in 119-3/8-inch (± 3/8")length by 3,3.5,4,5 or 6-inch(±3/8-inch)heights with 1.5-inch(±1/164nch)deck-flanges. 4.2 Trim Lock Plus Channel Metal:Pre-formed metal channel designed for use as a hip and ridge base to which roof tiles are bonded in FBC Approved roof tile adhesive. Trim Lock Plus Channel Metal is characterized by Its profiled and perforated upper horizontal flange designed to receive and allow for Interlock with the overlying the adhesive and its perforated deck flanges,designed for installation atop the roof underlayment via placement in FBC Approved roof the adhesive, which flows-through and Interlocks with the underlying adhesive. v 0 Trim Lock Plus Channel Metal is available in 119-3/8-inch n (±3/8")length by 3,3.5,4,5 or 64nch(+3/8-inch)heights with 1.5-inch L 1/16-inch)deck flanges. �©U 4.4 East Coast Metals Channel Metals are fabricated of the following metals: Galvanized Steel: Min.0.019±0.002-inch,ASTM A653(G-90),min.33 KSI. ➢ Gaivalume Steel: Min.0.019±0.002-inch,ASTM A792,AZSS,min.35 KSI. D Aluminum: Min.0.032±0.0024nch,ASTM 13209,3003-H14,min.21 KSI. ➢ Stainless Steel: Min.0.019±0.002-inch,ASTM A240/A480,T304,min.35 KSI. S. LIMITATOW. to ••• • • • • • of 5.1 This is a building code evaluation. Neither Trinity IERD non;Robert"kVn,`P.J.freyinany way,the Designer of �he''e Record for any project on which this Evaluation Report,or ptgAouSlreVgps r k/v;n used for permitting or design guidance unless retained specifically for that purpose.•• ••• •• • • • •• • •• •••• • ••• ••• ••• • • • ••• • • ••• •• •• • • • • • to • • EXtedW Research and Design,LLC. 000 :• ••• 0.00 •• •Vduad ►R•eport E10240AB=-R4 Cefflfk OfALorh�a9M RS374-114 Revision 4:03/17/2015 ••• • • • • ••• • • Page 3of7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t � TRINITYERD 5.2 FOR HVHZ JURISDICTIONS• 5.2.1 For Hip& Ridge Channel Metal or Trim Lock Channel Metal, refer to FBC RAS 118, Drawing 13, Detail 3; RAS 119, Drawing 12, Detail 3;or RA5 120, Drawing 15, Detail 3. For Trim Lock Plus Channel Metal, refer to the installation Instructions herein. 5.2.2 For HVHZ jurisdictions,installations of Hip&Ridge Channel Metal and Trim Lock are prescriptive by RAS 118,119 and 120,and the data in Tables 1A and iB is supplemental to these prescriptive allowances. Installations of Trim Lock Pius are limited to projects having a required moment resistance(Mr)or uplift resistance(Fr), as determined in accordance with RAS 127,not greater than the following values. Refer to the the adhesive manufacturer's published installation Instructions for adhesive paddy placement details. ➢ "INDEPENDENT*paddy placement means each individual tie Is bonded to the Channel Metal in its own,single foam paddy, tie head laps are not bonded. This method is limited to 2-part tie adhesives. Allowable performance data below for"INDEPENDENT'paddy placement already has a 2 to 1 margin of safety applied to ultimate performance. "INTERDEPENDENT"paddy placement means each individual the Is bonded to the Channel Metal in a foam paddy, and a second foam paddy bonds the tie head lap,or two ties are bonded to the Channel Metal using a single foam paddy. Allowable performance data below for"INTERDEPENDENT'paddy placement already has a 4 to 1 margin of safety applied to ultimate performance. TABLE 1A:PERFORMANCE LaWATICINS-WHY,Ia EProEttr PAWY PLAIMMENT (2ro1a vcFsacWAuwiaor4XWW) It Metal Adhesive Allowable Performance Design Metal Type Tile Type Pitt Moment Based UpilR Based Hip&Ridge galvanized day or 3M-2-Component Foam Independent 127 169 Cha I Metal concrete Roof Tile Adhesive AH-160 Trim Lock galvanized,Galvalume®, day or 3M"2-Component Foam Independent 171 aluminum or stainless steel Concrete Roof Tile Adhesive AH-160 GO Trim Lock Plus galvanized,Gaivaiume®, day or 3rd-2-Component Foam Independent 177 165 aluminum or stainless steel concrete Roof Tile Adhesive AH-160 TME 18:PawoRMANcE aawrAT -HVHZ,I PAM Pt r (4 Tot A14WWQFSUWAUKWAPPL=) Hip/Ridge Metal Adhesive Allowable Performance Tile Moment Bid Uplift Based Design Metal Type type Plaee"rerrt Mr(ft-lefl F'(110) Trim Lock or Trim galvanized,Galvalume®, day or 3M-2-Component Foam Lock Plus aluminum or stainless steel Concrete Roof Tile Adhesive AH-160 Interdependent 95 > galvanized,Galvalume®, clay or 3M-Roof Tile Adhesive Trim Lock stainless steel Concrete RTA-1Interdependent 99 94 Trim Lode aluminum day or 3M-Foam Roof Tile Interdependent 90 84 Concrete Adhesive RTA 1 Trim Lock Plus galvanized'Galvalume®, day or 3rd-foam Roof Tile Interdependent 90 84 aluminum or stainless steel concrete Adhesive RTA-1 Trim Lock galvanized,Galvalume®or day or TILE BOND-Roof Tile Interdependent 123 117 stainless steel Concrete Adhesive Trim Lode aluminum day or TILE BOND-Roof Tile Interdependent 79 73 concrete Adhesive Trim Lock Plus galvanized,Gakvalume®, day or TILE BOND-Roof Tile IM 79 73 aluminum or stainless steel concrete Adhesive Pent Trim Lock galvanized,Galvalume®or day or Touch'n Seal Stormiloncip• Tnt••endaperideat•• : :100 139 stainless steel Concrete Roof Tile Adhesive • . •• • • Trim Lock Aluminum Concreday a Rouch'n Seal o,,• "&dApCfd�� :�: �•� 54 te Roof Tile Adhesive sive Trim t o&Plus galvanized,Galvalume®, day or Touch'n Seal stormeond Interdependent 58 54 aluminum or stainless steel concrete Roof Tile Adhesive 6.16 • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • Exterior Research and Design,I.I.C. ••• • 090 •.• •valued wR00 �eport E30240.08.MR4 Cerbooteof�# FL5374-R4 Revision 4:03/17/2015 ••• • • • • ••• • • Pop 4of7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � f TRINITY ERD 5.3 FOR NON-WAR JURISDICTIONS: 5.3.1 For Hip&Ridge Channel Metal or Trim Lodc Channel Metal,refer to FRSA(TRI April 2012(04-12). For Trim Lock Plus Channel Metal,refer to the installation instructions herein 5.3.2 For non-HVH7,installations are limited to projects having hip and ridge design pressure requirements,determined in accordance with ablelA of FRSA/TRI April 2012 (0412), not greater than the following values. Refer to the tile adhesive man rev's published installation Instructions for adhesive placement details. ➢ "INDEPENElie; "paddy placement means each individual til bonded to the Channel Metal in its own,single foam: t d laps are not bonded. This method is Ited to 2-part the adhesives. This method is limited to 2-part adh Allowable performance data bel for"INDEPENDENT"'paddy placement already has a 2 to 1 margin of applied to ultimate perfo/[aor ➢ "INTERDEPENDENT" dy placement means ual tie is bonded to the Channel Metal in a foam paddy, and a second foam bonds the the heao tiles are bonded to the Channel Metal using a single foam paddy. Allowable nce data beTERDEPENDENT"paddy placement already has a 4 to 1 margin of safety applied to mate performa TAKE 2A: ATmnLs— bMWOWAW PAomr PtAMMMItr (2 To OF AWSWARMEO Hip/Ridge Metal Adhesive Allowable Uplift Design Metal Type Type Pletemehrt (Pst) Hip&Ridge galvanized clay o 3M""2-Component Foam Roof Independent 169 Channel Metal con Tile Adhesive AH-160 Trim lock galvanized,Gaivalume°,aluminum or or 3M"'2-Component Foam Roof Independent 173 stainless steel Tile Adhesive AH-160 Trim Lock Plus galvanized,Gal valume°,aluminum or #yor M"'2-Component Foam Roof Inde stainlesteel concrete le Adhesive AH-160 Pendent 178 ss TABLE 213:PEmWwORaaAwNCE ATwm— PADW PtACBWff 4r014144sevarrsaMrr NIEV Hip/Ridge Metal Tile Adhesive Allowable Uplift Design Metal Type Type Placement (1351) Trim Lock or Trim galvanized,Galvalume°,alumin or day or 3M-2-Co Hent Foam Roof Lock Plus stainless steel concrete Tile Ad -1660 Interdependent 98 Trim Lock galvanized,Galvalume°or sta less day or 3M"'Foam Tile Adhesive steel concrete RTA-1 Interdependent 110 Trim Lock aluminum day or 3M'"Foam Roof Adhesive Interdependent 93 concrete RTA-1 Trim Lock Plus galvanized,Galvalume♦, drum or day or 3M",Foam Roof Tile a Interdependent 93 stainless steel concrete RTA-1 Trim Lock steel galvanized,Galvalume° stainless da ori TILE BOND-Roof Tile AdhesiveInterdependent 152 Trim Lock aluminum cclayotxete TiLE BONDTM Roof Tile Adhesive Interdependent 82 Trim Lock Plus galvanized,Galvalume♦,aluminum or day or TILE BOND-Roof Tile Adhesive Interdependent 82 stainless steel concrete galvanized,Gal valume°or stainless day or Touch n Seal Storm fond Roof Trim Lode steel concrete Tile Adhesive Interdependent 148 Trim Lock Aknnhwm day or Touch'n Seal StormSond Roof Interdependent 61 concrete Tile Adhesive Trim Lock Pius galvanized,Galvalume°,aluminum or clay or Touch'n Seal 6fto SandrRopf ♦ I"e k)ht 61 stainless steel concrete Tile Adheste • • • ••• • • • • • • • • • • • • • • • • • • 0 • • • • • • • Exterior Research and Design,LIC. • •• • • • • Evduatk00 0000 lReport EiOg0,0gAB-R4 FL5374-R4 RevisFon 4:03/17/2015 ••• • • • • •♦• • • Page5of7 • • • • • • • • • • • •• •• • • • •• 0• f TRINI-ry'ERD 6. Wsuumiom 6.1 The roof deck shall be minimum 15/32-inch plywood(non-HVHZ)or minimum 19/32-inch plywood(HVHZ)attached in accordance with FBC Chapter 23 to the satisfaction of the AHJ. 6.2 Hip&Ridge Channel Metal and Trim Lock Channel Metal shall be installed using min.11 ga.x 1%-inch long x 3/8-Inch head diameter galvanized annular ring shank nails spaced 64nch o.c. along both deck-flanges. Fasteners shall be positioned%-inch from the outside edge of each deck flange,set in a bed plastic roof cement. For FBC HVHZ,refer to FBC RAS 118,Drawing 13,Detail 3,RAS 119,Drawing 12,Detail 3;or RAS 120,Drawing 15,Detail 3. 6.3 Trim Lock Plus Channel Metal shall be installed atop the Approved roof underlayment in continuous 24nch wide ribbons of tile adhesive centered beneath each 1.5-inch wide deck flange. Place the Trim Lode Plus Channel Metal Into the wet adhesive and allow It to set-up prior to Installation of roof tiles. M. View of Polyset AH160 Placement for Trim Lock Plus tunnel Metal Installation 6.3.1 It is critical that the bond between the Trim Lock Plus Channel Metal,the the adhesive and the underlayment Is not disturbed prior to or during placement of the ridge tiles. 6.3.2 Approved underlayments are the codified'30/90'system or other FBC Approved roof undedayments listing approved use of the subject the adhesive. •• ••• • • • • • •• • ••• • • • • • • • • • • • • • • • •• 0 9 • • • • • • • Exterior Research and Design,LLC. ••• •i• ••• ••• Er d1t1o4PA•p t E10240.08=-R4 COW-0 ofAud-kuMn WSM 0FL5374-R4 Revision 4:03/17/2015 ••• • • • • ••• • • Papfiof7 ••• • • • ••• • • TRINITY ERS 6.4 Tile shall be Installed atop the Channel Metal in accordance with the the adhesive manufacturers Approved,published Installation instructions,subject to the limitations outlined in Section 5 herein. The exposed edges shall be packed and pointed with Approved mortar or weather blocking adhesive in accordance with FRSA/TRI April 2012(0412)or RAS 118,RAS 119,RAS 120 requirements. ..........::........ Hip/Ridge Tile .......................... Tile Adhesive Trim Lock Plus • Mortar or Weather Block • .-'.� •+ 't. Adhesive Jr �+ • Tile Adhesive View of Trim Lode Pius Channel Metal Installation after Weather Blocked 6.4.1 Channel Metal shall be free of dust,debris,oils or other bond-breaking substance prior to placement of adhesive. 7. Bumme PERMR REQuutEN1em As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANwAciuitius Puma: Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 QA requirements. 9. QUAuiYASSURANCE ENwff- Architectural Testing,Inc. —QUA1844,(717)7647700 -END OF EVALUATION REPORT- •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • q�f '{)g R4 Extern'Rkeesrch and Design, - ••• ••• EvaluatiE4d�rt� � CatrIOM oto#9M FL5374-R4 Revision 4:03/17/2015 ••• • • • • ••• • P!e7of7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAP7 MIAMI RADE COUNTY y PRODUCT CONTROL SECTION It 805 SW 26 Street,Roam 208 DEPARTMENT OF MGULATORY AND ECONOMIC RUOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(780315-2590 F(786)315-2599 -- www.ndamidadVgoy/econ%" Salacer USA,Inc. 6801 NW 77 Avenue,Suite#302 Mian*FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.l he documentation submitted has been reviewed and accepted by Mum-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 sued 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:Volcan by Altnsa Spanish"S"Ciay Roof Tile LABELING:I Each unit-shall bear a permanent label witk the-manufacturee&name or logo,city,state and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration daft or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, ' literature. If as and followed by the expiration date may be displayed in advertising y 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 renews and revises NOA No. 12-1203.06 consists of pages 1 through 7. •• ••• • The submitted was reviewed by Juan E.Collao,R.A. •• ••• •• • . . . . . . . . . . . . . . . . . . . . . �I '• •• Espiraton Date oa126/19 Approval Date: 0812$/14 ••• • • • • ••• . PaW 1 of'7' • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r ROOFING ASSEMBLY.APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Clay Dock Type: Wood 1. SCOPE This approves a roofing system using Volcan by Altusa Spanish KS"Clay Roof Tile as manufactured by Sulacer, S.A. de C.V and distributed by Sulacer USA, Inc., as 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 Man}sfactared by 1U, Test Product AvWkant- iflcatioea Damon Volcan by Altusa Spanish .Length: 19.5" ASTM C 1167 High profile,one-piece,'S'shaped single roll clay "S"Clay Roof Tile Width: 10.5" tile with a nominal 2-%inch headlap. For direct Height:3.2" deck nail-on,mortar set,or adhesive set Thickness:0.46" applications. Trim Pieces Length:varies TAS 112 Accessory trim,clay roof pieces for use at hips, Width:varies mkeas,ridges and valley terminations. varying thickness Manufactured for each file profile. 2.1. MANUFACTURING LOCATION 1. Pimienta,Cortes,Honduras 2.2. EVIDENCE SUBMITTED Tat Agency Test Identl8er Test Name/Re r Date American Test Lab of South RIW26.02-11 ASTM C 1167 05/07/11 Florida American Test Lab of South RT0620.02-11 Static Uplift Testing 06/27/11 Florida TAS 101 American Test Lab of South RT0712.03-13 ASTM C 1167 07/19/13 Florida Amenican Test Lab of South RT0714.03-14 ASTM C 1167 07/29/14 Florida : Q8t13/14 American Test Lab of South RT0813.01-14 AerodynamiV$-fUQje;.: Florida Restoring Moments Calfta:iops; ; ;•; '. MA Consultants,Inc. 2397-116 ASTM C 1167'• •* * * 06728/07 .•. • 000 E '+ i• ' •'• "Nq e'14- .fl2 ' MAPiration DW. W26/19 A"v., ---t- -- -- - ••• • • • • ••a • Parp2of7 • •• • •• • • • •• •• ••• • 0 ••• • • The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 25-7200-1 Static Uplift Testing 'Feb. 1.995 Engineering,Inc. TAS 102 ( The Center for Applied Project No.307025 WinDrivenScrews,Wind Rain Oct. 1994 Engineering,Inc. Test 4MDC-78 TAS 100 Celotex Corporation Testing MTS 520649 TAS 102(A) May 2000 PRI Asphalt Technology,Inc. CLF-003-02-01 TAS 102 October 2001 Redland Technologies 7161-03;Appendix III TAS 102 Dec. 1991 Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H TAS 108(Nail-On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept 1993 screw vs.smooth shank nails Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4 dt 5 25-7848-6 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . . . . . . . . . . . . C •' • ExplAtlon : MOO #50"1001! --.-._>.........., ..,ate.,.�-� ... . . . . ..qPale 3 of 7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . t 3. LEwTATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Daile County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix W. Such testing shall be submitted to the Miami Dade Product Control Office for review. 3.4 Minimum underlaynumt 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 manuf starers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 All educts listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 3.8 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Volcan by Altura Spanish `S' Clay Roof Tile 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(1A1)and Dimensions 0 x w) Tice Profile Weight W(lbf) Length4(ft) Width-w(ft) Voican by Altusa Spanish'S' 6.3 1.625 0.875 CJ@y Roof Tile Table 2: amic Multi iers-A 7116 A(ft) A(ft Profile Batten ApplicnUon rwrect-DeckAicndfon Volc an b Aitusa Spanish'S'ClayRoof Tile 0.289 0.313 Table 3: Restoring Manenfs due to Gravity-Ms(ft4bf) 2": 12" 3":12" 4": 12" 5": 12" (M. 12" 7": 12"or nester Batten Direct Batten Direct Batten Di Batten Direct Battenn Direct Batten Direct Dedc Dedc Deck Deck Deck Duk 4.67 4.69 4.60 4.63 4.51 4.55 4.39 4.44 4.26 4.32 4.12 4.18 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . . . . . . . . . . . . •• EgdAtfonbate: U$6th AAl4AM ... . . . . ..kage 4 of 7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . t Table 4: Attachment Resistance Expressed as a Moment-K(ft4bf) for Mechanical! Attached s Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15/32 plywood) (MhL 19132" OlywOod) Voican by 2-10d Rtlhq Shank Nails 2&6 41.2 19.4 Altusa 1-10d Smooth or Screw 5.1 6.8 2.8 Spanish 'S' Shank Nall Clay Roof Tile 2-10d Smooth Strew 6.9 9.2 7.3 Shank Nails TIS Screw Oe 20.7 20.7 WA 2 18 Screws 58.2 58.2 29.8 1-10d Smooth or 23.1 23.1 19.0 Shank Nail Field Cil 1-10d Smooth or 29.3 29.3 24.0 Shank Nall Eave li 2-10d Smooth or Ocrew ..27.6 27.6 38.6 Shank Nails(FIClip) 2-10d Smooth a Screw 38.1 38.1 41.8 Shank Nails Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mt(ft4bf) for TWO Patty 6#hpsbT Set Systems Tile Tile App" on Minimum Attachment Profile Resistance Volcan by Aitusa Spanish'S'Clay RoofrIve 29.3 3 Tile /A 2. See memdec kwees component approval for aCron requirements. 3 Flexile Products Company TileBond Av weight per patty 10.7 grams. 3M""2-Comment Foam Roof THe Adhesive AH-160 Average weight per patty g Table 6: Attachment Resistance Expressed as a Moment-M f(ft4bf) for Single Adhesive Set Tile Tnle Application Minimum Attachment Profile Resistance Volc an by Allose 3M"" 2-Component Foam Roof Tile Adhesive AH-160 .5 Spanish'S'Clay Roof 3M'"2-COMPoneW Foam Roof Tile AdhTile esive AH-160 46.86 3M'u2-Component Foam Roof Tile Adhesive AH-160 38.7 4 Large paddy placement of 63 grams of 3M""2-Component Foam Roof Tile Adhesive AH-160 5 Medium paddy placement of 37.7 grams of 3M""2-Component Foam Roof Tile Adhesive AH-160 6 Medium paddy placement of 24 grams or 3MW"2-Component Foam Roof TUe Adhesl%AH j 6Q . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . . . . . . . . . . . . Expiration Daft.- 08nAng bm�.�,..9aeo.r. exeteoas.e •.• • • • • •..Ppe S If 7 • • • • • • • • • • • •• •• • • • •• •• - 1 Table 7:Attachment Resistance Expressed as a Moment-Mt(ft-lbf) for Mortar Set systems Tile Tile Attachment Profile Application Resistance Volcan by AlWsa Spanish`S'-Clay Mortar Set 24:50 Roof Tile 5. LABKMG All tiles shall hear the imprint or identifiable Ynarking of the manufacturer's name or logo as seen below or following statement:"Miami-Dade County Product Control Approved". VOLCMDAG LABEL FOR VOLC"SPM M"S"T" {LOCATED ON THE UNDEMIDE OF THE TUX) 6. BumwNG PERmrr REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. x:12 Any odw iments Teqqircd by BWkting''{ cial or Applicable built ng code in order-to properly evaluate the installation of this system • . •• • . %:. . .. . . . . ... . •of see 00 . . . . . 00. ••. . . . . . . . . . . V4 r^?1446402 GWEN" ' Ezp1&t1en'1Dste-.*692649 •.• • . • • 0••Page6of7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t t PROFILE DRAWING VomAN w ALwsA,SPAmsH"S"CLAY RooF Tnx END OF THIS ACCEPTANCE •• ••• • • • • • •• 00 • •• ••. • ••• ••• •• • • • • •• ' Espthtto$Date:*& 26h9 Anan�,ma�arl:ln�, .��ee. ••. • • • • ••.P*ge7pfI • • • • • • • 0 • • r ... r MIA M AMY RADE COUNTY PRODUCT CONTROL SECTION ® `;s `'"` 11805 SW 26 street,Room los 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) wimmiamidag.aov/economy 3M Company 3M Center Building 0220-05-E-46 St Paul,MN.55144-1000 SCOPE: This NOA is Ding issued under the applicable rules and regulations governing the use of construction materials.The documentation subrnitted has been reviewed and accepted by Mum4)a&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 atter 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 pu:poses.If this product or material fails to perform in the acct 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 cue. This product is approved as described herein, and has been designed to comply with the Florida Building Cade including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:3MrK 2-Component Foam hoof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or press.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. ff 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 13-0502.02 and consists of pages 1 through 11. •• ••• •• The submitted documentation was reviewed by Alex Tigers •• • . .. . . . . ... . .. . • ... .. . . .. ••� •ixp 1rarApval +:�•J114 •• • • W 1 atrii • r ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3Wm 2-Component Foam Roof Tile Adhesive AB-1"as manufactured by 3M Company as described in this Notice of Acceptance.For the Dations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tide systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimes Test Product DescrigAm =2-Componmt 31N/A TAS 101 Two component polyurethane foam adhesive Foa Foam Dispenser N/A Dispensing Equipment RTF1000 ProPa"30&100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property .Tat Results Density ASTM D 1622 1.6 lbs./fL3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbsffe Moisture vapor Tion ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +o.07%Volume Change @-40°F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% •• ••: : : .'. : : .•• • •• • • • • • Note: The physical properties listed above are presented as typical average values as daterhOngd3l ; :': •o accepted ASTM test methods and are subject to normal manufacturing varlatEon. "' 00 ' ' 00p • •0 0 7�j400A Tjo.:14-905.0) Eap1ta4o jt Dpt e: §5404000 •: :, llppt4vjf qae:V/00,409•• • • PRO 1%f 14 .. . . . . .. . . . . . . V •.• . . . •• •• ... . ... . . E V LODE\CE SUMMED: D: Test A,genev Test Idenl3fter Test Name/Re Date Center for Applied Engineering #94060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-743&4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 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-I 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 5284542-1 TAS 101 10/23/98 5284549-1 52845410-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIDNS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3AC 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 314m 2-Component Foam Roof Tile Adhesive AH- 160 rooftile adhesive with their file assemblies shall test in accordance with TAS 101. S. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61020-3 of the Florida Administrative Code. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . N(JA N%:144905.01 �rnr : : aph*4+ : OIA/17 : •• • • •PageStf11• ... . . . . ... . . . . . . . . . . . . . .. .. . . . V 0: ... . . . ... . INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof file assembly having a current NOA that lists attachment resistance values with the use of 3Mr"'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 Retails noted herein. The roof the assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MrM 2-Comment 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 Applic atoe approved and licensed by 3M Company.3M Company shall supply a list of approved applicators to the authority having jurisdiction. 3. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The min ratio between the"A"component and the"B"comet 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 ProPackO 30&100 dispensing equipment only. 7. 3Mr'M 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 i 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 be in accordance with the Placement Retails'herein. Each generic tile profile requires the specific placement noted herein. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. ... NtiA N�„14-OEQ5.01. l:xo*42Dale: 0$110/17 :.ADprdryal e?0"4/1f •• •Page rl li• . . . . . . . . . . . •. .. ..• . .• .. ... . . ... . . Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detall Minimum Paddy Contact Minimum Paddy Gram Area weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-63 Profiles Flat,Low,High Profiles #1 1723 sq.inches 45-65 Flat Profile #2 10-12 sq. inches 30 #2 12-14 sq. inches 30 Hi 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 overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq.inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq.inches 34 grams under pan LABELING: All shoved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's nam or logo and following statement:"Mum Dade County Product Control Approved"or the Miami- Dade County Product Control Seal as shown below. Bui LDiNG PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system .. 0 0: . . • . . .. . .. . . . . ... . as Goo 00 0 • •.• NDA No.:14.OW.01 0 o '"te: 0/f047: 0: i• Appfw4l&t1%WN44: •• ' • • Pagd'3 Sf 11 . . . . V: : . . . . •• •• . . . •• .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#1 ad��•.«�aa a MatALow Profile Tile : 1. Starting at the cave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positional as shown, ,. under the strengthening rib closest to the overlock a®u� of the tile being set. a = 2. Continue in same manner.Insure approximately 17 d t f (109.7 cm)—23(148.4 cm)square inch adhesive • contact with the underside of the tile. �aili Q•0Y1'�- 5 �{ Medium Profile/ Double Pan Tile dwhen�e�dre�� t may, 1. Starting at the save course,apply a minimum 2" (50.8 mm)x 10"(254 nim)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown n under the pan portion of the tile closest to the + .a overlock of the file being set. 2UWL W. 2. Continue in same manner.Insure approximately 17 (109.7 cm?)—23(148.4 cm)square inch adhesive -_ contact with the underside of the tile. r ICk*We ,. lav C•WSO : �: Fay ftatkM"OPk1*t PWft Ora"* HighProiale!Single Pan Tile 1. Starting at the eave course,apply a minimum 2T' ! _ (50.8 mm)x 101"(254 mm)x I"(25.4 mm)foam paddy onto the underlayment positioned as shown " under the pan portion of the file closest to the _1�-"" 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. smc.w.. •• ,_. y is • • •• • • • • • 2�Agp irte 09444•• • •Page eof 11• ADHESIVE PLACEMENT DETAIL#2 ra.� FI Mow Profile Tile 1. Starting at the eave course,apply a minimum 2"(50.8 nun)x 10"(254 mm)x 1"(25.4 mm)foam paddy y. onto the underlayment positioned as shown under the strengthening rib of the file closest to the overlock of • : ' •` 2m the file being set.Insure approximately 17(204.7 cm) •' —23(148.4 Cm)square inch adhesive contact with the LWOCOWSS ` 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 2e"s� underlayment positioned as shown under the strengthening rib closest to the overlook of the tile r 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. a Medium Profile 1 Double Pan Tile �.� rsO 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy �A t onto the underlayment positioned as shown under the Vit.. pan portion of the tile closest to the overlook of the �; !F file Ding set.Insure approximately 17(109.7 cm)— a - 23(148.4 cm)square inch adhesive contact with the underside of the file. 2. At the second course,apply a minimum 2"(50.8mm) x7"(177.8mm)x 1"(2 ) -�?. .�a• 5.4 mmfaampaddyantothe underlayment positioned as shown under the pan portion of the tile closest to the overlook of the tile -i being set. 3. Continue in some 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) .. ... . . . . . .. . .. . . . . ... . •• •.• .. . . . .. •�• �:� 11{�A lib i 14-Q6a�itll�• •.: �xpira'��af�:.o�nalfi Goo :'App#4iral bAe:O*OVj4.' Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 CONTINUED) Proiik!Single Pant Tile I. Starting at the cave course,apply a mininim.2"(50.8 )x 10"(254 mm)x i" (25.4 mm)foamp onto the undedayment positioned as shown under e pan portion of the tile closest to the overlock of the the being set.Insure approximately 17(109.7 cat)— 23(148A cm)square inch adhesive contact with the ' underside of the tile. a 2. At the second course,apply a minimum 2"(50.8mm) E•,�c• °�-��. s x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the the closest to the overlook of the the being set. 3. Continue in same manner.insure approximately i 7" (109.7 Cm2)-19(122.6 cm2)square inch adhesive contact with the underside of the tile. -'IJ .• •.• . . . . . .• • .•. .. . . . • • ••. 0. • • . • .. ... .. . . . .. •• ••• NOAj1"pjoj•. •�; �1r'sloa �ti�0ll�J ; Page 8 of 11 • .. .. . . . •• •. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#3 1. On the cave course only,apply a minimum 2"(50.8 " M mm)x 10"(254 mm)x V(25.4 mm)foam paddy paftondwonto the underlayment positioned as shown,under �ft- 1� the strengthening rib for flat the or under the pan portion of the the for low or �+ lm high profile file closest to the overlock of the We being set.Leavc f approximately 4"(10 1.6 mm)up from the cave `- ° , edge free of foam to prevent the expanded adhesive ' i4hL from blocking the weep holes. Insure approximately 1723 int(109.7-148.4 cm2)of adhesive contact with the underside of the file 2. Apply a 4"(101.6 mm)x 4"(101.6 mm)x V(25.4 FkVtow the)second course line Honed c foam the ent just below positionedPaddy under the strengthening rib for flat tile,or under the ' ' pan portion of the tile,closest to the underlock for Poft tow the second course the to be installed Insure �~ approximately 8-9 int(51.6-58.1 cm)of adhesive contact with the underside of the tile. -. (Instnwaons continued on nextpage) t 0 ✓' .-..EmOmm Emeccum Fasca V,e&mPW+T1q •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• ••• ••• lw��14�bfiat•• ••i �st�tfdII bade:.�0/1•�' i ••• :•ApptiMW1e:09 AWA.• Page 9 of li ..• . . 0.0 . • ADHESIVE PLACEMENT DETAIL#3(CONI MMD) t o 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x 3/q" w (19 mm)paddy on top of the eave course tile "Now "pa otaQ surface as shown,on top of the strengthening nb for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. an Install second coarse of tile.Insure approximately o.a 9(58.1 cm3}-11 (71cm2)square inch adhesive 2 xs w` :.,j contact with the underside of the file at the overlap and 7(45.2 cm2)-9(58.1 cm)square inch adhesive contact with the underside of the tile at p� ,.. //�� the head of the tile.Continue in same manner. EMI WWDQ+ 4, Weephok @ ,2 edp .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. .'. ':' �®A .moi 1 •�'. Page 18 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile »Place adhesive maddeve ssm7osq.m. sm"Ptat► am 1. Starting at the cave course,apply a minimum 2" incommeowiththePantlie, "nuked) (50.8 mm)x 10"(254 mm)x 1"(25.4 nun)foam 2)TWeamet upsia•dow++.Place In paddy onto the undedayment positioned as d�. shown under two adjacent pan tiles.Support cave r tiles from rocking until adhesive has a chane:to ws,t�r ine ...^•., P cure. s o •d f✓ ci •�� 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65(419.4 cm)—70(451.6 cm) square inch adhesive contact with the underside of the pan tile. .• sh•een�, Eft"" o e • 3. Turn covers upside down exposing the underside of the tile.Apply a minimum 1"(25.4 mm)x 10" Board�- �'' (254 mm)bead of adhesive directly on the timer awe•mPPOrOmolaw•e•.cowsecmmsse.ntutmseawacoaneor edge of each side of the cover tile.Leave P4AAm mmendOf Pan mW arm Me`etaRusha`am*o ' approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece gni_High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 4. Tum cover file over after foam is applied and place onto pan tile course.Insure a minimum of 20(129 cm)-25(161.3 cm)square inch contact area on each side of the cover tile to the pan tile.Continue in same manner.Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)hailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . • . • .. ... .. . . . .. ••• NOA Pio.:14-0110.4M &n D*&te• dYI047: •• • App' 'Page')f of if ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • . r ` MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(REM 11805 SW 26 Sft=4 Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(7W 315-2590 F QW 315-2599 NOTICE OF ACCEPTANCE (NOA) wvww.miamidade.mv/economv Polyglass USA Inc. 154 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 duality 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 Carie. DESCRIPTION:Polyom Polystiek Underlayments LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it sha11 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#12-0713.02 and consists of pages 1 through 9. " "' ' ' ' ' ' .00 The submitted documentation was reviewed by Alex Tigers. '• •: •': : : :•: '• • . • . • .. ... .. . . . .. . ... . . . . . . . . . . .. V4 Pia. 1st-4M7.j8. •• •Exphu ten prate: 09Mn8 Approval Date: 01122/!5 ... . . . . .$egB i of'9 . . . . . . . . . . . .. .. . • . •• .. ... . . . ... . . t ROOFING COMPONENT APPROVAL at o • Roofing Sub-Cory: Underlayment SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESCRII'TION: Test Produet Product Dimensions Snecmention Deserintlen Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x VINs" membrane,glass fiber reinforced with polyolefnic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle undedayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'3-'/s" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tale,slate tiles and shingle underlayment. Polystick IR Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering, MmuufacturingLocation 65'x 33 3/s" APP polymer modified,fiberglass reinforced, #1&#2 Or 65'x 3' bituminous sheet material for use as an 60 mils thick underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- (Surface Printing) 65'x 3'3 3/8" D 1970 fiber/polyester reinforced waterproofing Manufacturing Location 80 mils thick membrane.Designed as a metal roofing and roof #1&#2 tale underlayment. Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane, Manufacturing Location 32'10"x 3'3-3/8" D 1970 glass-fiber/polyester reinforced,with a granular #2 130 mils thick surface designed for use as a tile roof underlayment. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61'x YV/s" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane.Designed as a metal roofing and not the underlayment. Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass. Manufacturing Location 61'x 31VIs" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Design as a �jA#gjjr;of the underlayment. • •• • • • • ••• • •• ••• •• • • • Y• • • • • • • • • • • • • • • • • ••• • •N�j j.• i • T. • ESSOMWO •• •Expiraton De /l• Approval Date: 01!22/15 ... . . . . JM2o'? . . . . . . . . . . ... . . . ... . . PRODUCTS DESCRIPTION: Test Product Pr uct Dbuendons Speciflcatdon Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester Manufacturing Location 65'8"z 3'33/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof file underlayme nt. Elastollex S6 G Roll: TAS 103 and ASTM Polyester reinforced,SBS modified bitumen 32' 10"x 3'3-3/8" D6164 membrane with a bum off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: !.Hazelton,PA 2.Winter Haven,FL EVIDENCE SUBMITTED: Test Amncv Test Ide aft Test Name Date Trinity ExD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&0155 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 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 •P40390.10:12 -ASTM-D 1970 10/03/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103,TAS 110&ASTM 05/12/14 D1623 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103&TAS 110 10/07/14 P43290.10.14 ASTM D 1970&TAS 110 10/17/14 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798&0155 07/06/09 Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08 1'LXI4E8A "TAS 103/ASTM D4798&G155 11109/09 DX23D8B TAS 103/ASTM D4798&G155 02/18/10 DX23138A TAS 103/ASTM D4798.&GP". ; •B�/l�i/�0••• . . . . . . • . . . . A •• • •��oi �4-{P�Y7.�i ••• •Expiration nate: na Approval Date: 01/22/15 ••• • • • • •2'igi3of,9► • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • STAILLATIUN PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank Systems Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening:, Per FBC 1518:2.&1518:4-Nails and tin-caps-12"grid,6"o.c.at°aminimunt ahead lap.(for lase sheet only) Membrane: Polystick membranes self-adhered. Surfacing: See General Limitations Below. Deck ood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II 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: Elastoflex S6 G,lot asphalt applied Surfacing.- See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank ...System-Type E(3) Base-sheetmechanically-fastened deck,subsequent cap membrane self-adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II 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) Ply Sheet: Polystick MTS Phis,self-adhered with minimum 3"horizontal laps and minimum 6"vertical laps— Membrane: Polystick TU Plus,self-adhered. Surfacing: See General Limitations Below. .. ••• . . • . . •• . ..• .. . .. . •. •. ... .. • • • • • • ••• . . . . . . . 000 . . . . . . . . . . . . •: :. • �t'►A leo: ?4��7�: •• •Exph7bon Date: !1"/16 Approval Date: 01/22/15 ••• • • • • .,Pop • • • • • • • • • • A. • • • ••• • 00 INSTALLATION REQUIREMENTS: 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.l 11. 3. Place the first course of membrane parallel to the cave,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-%a"and end laps WWI 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.membraae in.the.valley;.start at-the.lowix int-and work.to the high point,rolling-the. membrane from the center outward in both directions. S. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the enure 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 undedayment. GENERAL LE TCATIONs: 1. Fire classification is not part of this acceptance. 2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Polystick Dual Pro may be used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof file systems and quarry slate roof assemblies.Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick 1R Xe may be used in all theprevious assemblies listed except metal roofing and roof tide systems. Polystick TU Max may be used in non-structin�al metal roofing and roof tile systems. Elastoflex:S6..0 may.be used in roof file systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Potystick membranes shall be applied to a smooth,clean and dry surface. The deck shall be fare 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. tions MTS l[R-Xe. ElastolQea. TU Plus TU P Title Pro... Dnal.Pro TUMM . MT5 Ptos. S6 G Winter Haven, 180 90 180 180 I80 180 180 90 180 FL. HazdteN PA. I N/A 1 90 NIA 80 N/A N/A NZ& MI •1�A; • •• • • • • • 7. All products listed herein shall have a quality assurance audit in accordance with*vDicutc a Blanding Cb&Wd Rule 9N-3 of the Florida Administrative Code. mn 00 XxPAi on este: OU6140 Anreval Data: 01l22/15 ••• • • • •:p:Sof2 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • & In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof file ma afachm's Notice of Acceptance.Polystick TU Plus,Polystick Tile Pro,Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications.Polystick Dual Pro is limited to mechanically fastened roof tile applications.Polystick MTS and Polystick MTS Plus are limited to meehaniWy fastened witli'the limitations outlined iii Sectiod'9:"Pblysticl'TU P may be used in mechanically fastened roof file applications with the exception of mortar set tile applications. 9a. The maximum roof slope for use as roof tile underlaymem for(direct-to-deck)file assemblies shall be as follows:(See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TIT Plus, Polystick TU Polystick WITS Max- Plus- Dual Pro Fiat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile I Prohibited 1 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of dies at all times. 'The following limitations shall be apply when using Polystick MTS Plus: • Slopes up to those shown in the table above will require stagging of tiles-two tiles laid perpendicular to sl .follawe�bg a n :f staal pa el tea tlu<slo ,,f rr a total of 6:tilesa (SW.F.igtue L below) • Battens shall be used for stagging of lugged tiles above 4:12 • Battens shall be used for stagging of flat tiles above 5:12 J/Slope s � Figure 1:Stagging Method 9b. There shall be no roof slope.limitation for the Polystick MTS Plus J Polystick TU Plus two-ply underlayment system when a applied using the stagg g method outlined above. . .. ... . . . . . .. .. . . . . . . .. . . . . ... . . . . . . . . 00 0 09 ... . . . . . . . . . . . . . • . . . . . . . • . :. TOA Sol f�*1t7.6:0 RUN •• •Expiral3on abate: 6XI& _Approval Date: 01/22115 •.. • . . .�`ege b of.9 •.. . . .• .. . . . . . • . . . . . . 10. Care should be taken daring 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 undedayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles 06 1.12— P �Y" Roof Deck prepared with POLYSMK7U Pdef 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS,Polystick MTS Plus,Polystick IR Xe,Polystick TU Plus, ., Polystick TU P,"Polystick-TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Phu,Polystick IR-Xe, Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoftex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Phys, Polystick IR-Xe.Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Mini -Datie C+attty°Picot Controlpartntent forapprovalprovide that approprlat�e dacumentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. LABELING: I. 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=Approved" or the Miami-Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following. 1.This Notice of Acceptance. L Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . .... . . . . . . . . . . . . .r�. . .. 'NOA+lwi 1%x.'1'!71 . •° •Espitratton Irate: Offtir ... . . . . .ltWt7 of 0 . ... . .. . . . . . . . . . . .. . ... .. 0*. .... ... .. . POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membrana 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.vorrospondirig-preducts. 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, l l gauge ring shank type,applied with a minimum I"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; acknailed:(Pleaserefer to.applicable local building eodes l tc�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, Xt+raFlex 50 Premium Modified Wd/Dry Cement,Polyglass P0500 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 tiles per stack are allowed when loading tile 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 file manufacturers NOA's,must be used on all projects for pitch/slopes of r/12"or greater. It is suggested that on pitch/slopes in excess of 6'/a/12",precautions should be taken,such as the use of battens to prevent the sliding during the loading process. 7:.: Minimumcm -time after &b&=-loaftef mom & Polystick membrana 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,XtraFlex 50 Premium Modified Wet/Dry Cement,PobTJass P0500 MB Flashing Cement to the area in need of repair,followed by a patch of the Polystiek material df like Vmd'should be set and hand rolled in dace 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 parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensue full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming.may be used where slope prohibits rolling. 11. All approved substrata should be dry,clean and properly prepared,before any application of Polysdck membranes commences. An approved substrate technical bulletin can be furnished upon request.It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by catling 1 (800)894-4563. • .. . . . . ... . MOM . . . . . . . . . . i :• �1tii�.Ne.:�1��I.O� � •• 'Expira$on Bate: 0013/16• .t'S • • • • • • • • • • • •• ••• ••• • •• •• ••• • ••• • • r 13. Questions in regards to the application of PoIygiass products should be directed to our Technical Services Department at 1 (800)894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the Nati9 '2-oafag Contratctors'Association-<NRC-A PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LE IITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. EM OF 'CHIS ACCEPTANCE ... .. . .• .. .... . . . • . .. . . . ..... 00 . • . . . •.. . . . ... ... ... .. G. . . • . . . . A41h 7.6 •• •F.spirabon#aate: t1 hNn? AMval ie: Ql#22/1k.5 ... . . . . .$aga,9 of A • . ... • • • ... : • . .•. . .