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RF-11-1130Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 161244 Permit Number: RF -6 -11 -1130 Scheduled Inspection Date: October 20, 2011 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue LaVoie Hall Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: BISCAYNE CONSTRUCTION Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1121360010160 -12 Phone: 305 - 688 -7663 Building Department Comments TEAR OFF EXISTING TILE ROOF AND INSTALL NEW FLAT CEMENT TILE Passed di /)f-f( J Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments October 19, 2011 For Inspections please call: (305)762 -4949 Page 6 of 16 Lab Report No. S10-1630B FLORIDA TEC Providing Solutions to the Roofing Industry C.A. #: 26095 Lab Certificate: 09- 0715.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 11300 NE 2 Ave. Miami PROPERTY ADDRESS:Weber Hall / Lavoe Hall - Breezeway Connector PERMIT No: RF -6 -11 -1130 OWNER: Barry University ROOFING SQUARES: 60 CONTRACTOR: Biscayne Construction Co. Inc. ROOF PITCH.: INSPECTOR INITIALS: AA TEST DATE: 09/30/2011 TILE TYPE: Spanish S ATTACHMENT.: PolyfoamTM / PolyproTM Testing Equipment: Digital Chatillon DFIS 200 Test Tabulation Required Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -14 Passed 60 -71 Passed 15 -29 Passed 30-44 Passed 45 -59 Passed THIS ROOF HAS: PASSED FAILED ( ITHE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. Reviewe . by: Alberto Cardon. ' .E. -Lic #17138 10735 SW 216' St.-, Unit 416 Miami, FL 3170 www.floridatec.net Tel: (305) 256 -4550 Fax (305) 256 -6833 1 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 11300 NE 2 Avenue Number: LaVoie Hall Miami Shores, FL 33138 -0000 1121360010160 -12 Block: Lot: BARRY UNIVERSITY INC Owner Information Address Phone CeII BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161 -6628 Contractor(s) BISCAYNE CONSTRUCTION Phone 305 - 688 -7663 CeII Phone Valuation: Total Sq Feet: $ 38,350.00 6000 Type of Work: Re Roof Additional Info: COLOR THRU TILE Classification: Commercial Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $23.40 $6.00 $6.00 $7.80 $400.00 $12.00 $31.20 $486.40 Pay Date Pay Type Invoice # RF -6 -11 -41267 06/22/2011 Credit Card 06/27/2011 Credit Card Amt Paid Amt Due $ 50.00 $ 436.40 $ 436.40 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Renailing Affidavit Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 27, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date June 27, 2011 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): 44E12i/ j/!4 / Phone #: Address: fI- O () /L' 2-'"'O , City: 4i,/,4714a 5 �r= S State: FL JUN 2 2 2011 Permit No 1)-1 l �O Master Permit No. Tenant/Lessee Name: Phone #: Zip: 3 ?/ 1r,/ Email: JOB ADDRESS: 612,, 4.91Z1 aL !' 1. , et' Ye- 300 A15- 2:"j° 4ve City: Folio/Parcel #: 1' a 13 b O 0 I o 1 (6 0) Is the Building Historically Designated: Yes NO i,,,---- Flood Zone: CONTRACTOR: Company Name: _ /2. a E 6A ? 7 L a JLC, Phone #: (OM) 'IS -76 te --3 Address: '"t 70i) star , ) 5 izz---L--7' Miami Shores County: Miami Dade Zip: 33/0 City: AM/i& State: /:--- zip: -..3.3 iet' Qualifier Name: j irk L I) a. 1_44A)6, Phone#: ak- glib " 7L State Certification or Registration #: l i A 3 (q$ Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: 1i 1 A Phone#: Value of Work for this Permit: $ 3 3 SO Square/Linear Footage of Work: {ofd 0 Type of Work: ❑Addition ❑Alteration ❑New , ❑Repair/Replace Description of Work: 74i7 T' ! � e i � ifs .S/1-41/ x2 77: ��C 7- (16iY,j,tti - Ai ► +x**+x **** * * * ** **** ****+x******+ ******+ x*** Fees*****.x*** ** ********** • . ...•..xx�+�a�x��ux.s+x�a.+�x�a� x� Submittal Fee $ Permit Fee $ ���% CCF $ CO /CC $ ❑Demolition Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 4a( Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FJ.RCTRICAL 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 COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved i reinspection fee will be charged. Signature — Signature Owner or Agent The foregoing instrument was acknowledged before me this day ofJ, t '. , 20 J, by Lk 4r7. (ei!' iklu=1 r ��v Contractor The foregoing instrument was acknowledgedbbefore me this IS , y` , 20 AL, by ` S( �V 41a who is personally known to me or who has produced who is ersonally kno a to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission APPROVED BY Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 1 A f111 M'I My Commission Expir • Notary Public - State of Florida My Commission Expires Feb 12, 2012 Commission # DD 757738 Bonded Through National Notary Assn. Zoning Clerk �,QOa0 PROTECTION f FLORIDA Florida Department of Environmental Protection Division of Air Resource Management M IAM I-DADE COUNTY Miami -Dade DERM Air Section 33 S.W. 2nd Avenue, Suite 9 -223 Miami, Florida 3 31 30 -1 540 NOTICE OF ASBESTOS RENOVATION OR DEMOLITION TYPE OF NOTICE (CHECK ONE ONLY) ❑ ORIGINAL ❑ REVISED ❑ CANCELLATION ❑ COURTESY TYPE OF PROJECT (CHECK ONE ONLY) ❑ DEMOLITION ❑ RENOVATION ❑ ROOFING IF DEMOLITION, WAS IT AN ORDERED DEMOLITION? ❑ YES ❑ NO IF RENOVATION: File # IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES ❑ NO IS IT A PLANNED RENOVATION OPERATION? ❑ YES -❑ NO Process # I. Facility Name #1 VT Address City State Zip County Site Consultant Inspecting Site Building Size (Square Feet) # of Floors Age in Years Prior Use: School /College /University Residence Small Business Other Present Use: School /College /University Residence Small Business Other II. Facility Owner v t` a- / Phone ( ) Address t) Li (rr City ■ t:,ILe—i III. Contractor's Name .;'(i - ?-C_ C <?r..$ d A.1) Address 0 L ? 3 in S, City d C State Zip .32,x! .f Florida License No. CC— - Is the contract exempt from licensure under Section 469.004(7), F.S.? IV. Scheduled Dates: Asbestos Removal (mm /dd /yy) State Zip Phone Start: /o24..,/ii Finish: Demo /Renovation (mm /dd /yy) Start: V. Procedures to be used (Check All That Apply): ❑ YES ❑ NO Finish: *MUST OBTAIN PRIOR DERM APPROVAL BEFORE USING A DRY METHOD VI. Procedures for Unexpected RACM: r+"" ic)F Of / f /C r, VII. Asbestos Waster Transporter: Address Name Phone( City State Zip VIII. Waste Disposal Site: Name 111? p✓fkj~ k¢" E -? Address Ft1fC... City Stater L-- Zip IX. Amount of RACM or ACM square feet surfacing material linear feet pipe cubic feet of RACM off facility components square feet cementitious material square feet resilient flooring square feet asphalt roofing c MIAMI -DADS AIR QUALITY MANAGEMENT DIVISION This is to certify that the required Notification(s) Regarding asbestos have been submitted in Compliance with A ir►zi� _grtlons. s I certify that the above information is correct and that an individual trained in the provisions of this regulation (40CFR Part 61, Subpart M) will be on -site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours./ Name of Owner / Operator / PRINT (Signature of Owner / Operator) (Date) (Contact Phone #) DERM USE ONLY Postmark /Date Received ID # /CF -2 '3 161_01-158 5/06 DISTRIBUTION: White - DERM Yellow - Applicant Pink - Reserve Gold - Reserve Strip and Removal Glove Bag Bulldozer Wrecking Ball Wet Method *Dry Method Explode Burn Down *MUST OBTAIN PRIOR DERM APPROVAL BEFORE USING A DRY METHOD VI. Procedures for Unexpected RACM: r+"" ic)F Of / f /C r, VII. Asbestos Waster Transporter: Address Name Phone( City State Zip VIII. Waste Disposal Site: Name 111? p✓fkj~ k¢" E -? Address Ft1fC... City Stater L-- Zip IX. Amount of RACM or ACM square feet surfacing material linear feet pipe cubic feet of RACM off facility components square feet cementitious material square feet resilient flooring square feet asphalt roofing c MIAMI -DADS AIR QUALITY MANAGEMENT DIVISION This is to certify that the required Notification(s) Regarding asbestos have been submitted in Compliance with A ir►zi� _grtlons. s I certify that the above information is correct and that an individual trained in the provisions of this regulation (40CFR Part 61, Subpart M) will be on -site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours./ Name of Owner / Operator / PRINT (Signature of Owner / Operator) (Date) (Contact Phone #) DERM USE ONLY Postmark /Date Received ID # /CF -2 '3 161_01-158 5/06 DISTRIBUTION: White - DERM Yellow - Applicant Pink - Reserve Gold - Reserve DE PLAN RE W FINAL APPROVAL DEPARTMENT 0 RESOURCES G REVIEWEt( SIGNATURE _ ,444 RONME] � ; obte- z1-# NOTICE OF COMMENCEMENT 1 11 1111 11111 11111 11111 11111 11111 11111 1111 1111 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO STATE OF FLORIDA: GOUNTY OF MIAMI -DADE: TAX FOLIO NO.1/ c / s' o%))o/ THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. CFN 2O1 1Re e4f49' 12 OR Ek ^28 RECORDED 06/21/2011 13:04:54 HARVEY RUV'INF CLERK. OF COURT MIAMI-C'ADE COUNTY/ FLORID LAST PAGE 1. Legal description of property and street/address: //3 Oc7 Ajam 2 e6'.1) m6/1--o4 5 - c . J4: s 2. Description of improveme <e j2� {' tue. Erz- v prem do7v 3. Owner(s) name and address: • Interest in property: v j• e2s (IA 1)36)-a ti e- 2fu0 Pre ,fir ue2 / � mil® Name and address of fee simple titleholder. 4. Contractors name and address: S j .S LJL _ (' i eo S IA) s.7'Qr - — D,g-takp • ■ 5. Surety: (Payment bond required by -caner from contractor. if any) Name and address: Amount of bond $ 6. Lender's name and address: iv/A- 3331 L( 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served a provided by Section 713.13(1)(a)7.. Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provide in Section 713.13(1)(b). Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration different date date is 1 year from the date of recording unless a ified) Signature of Owner X Print Owner's Name r iue_._ tahinrard $ A 5,e /JT Sworn to and subscribed before me this 1kt 1 t day of \(I, Notary Public 44 dig* i7 Print Notary's Name - Aw sa My commission expires: 123.01 -52 PAGE 4 8102 ,201. Prepared by Address: ci 7c .7 `) )114i .-f . �'1._ 7.37 l y Owner's Notification Form 07 'Debt -es brm fAce /9enceEt•eiy Oat" 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 roofmg 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. 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 roofmg, 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). 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 roofmg 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 structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofmg system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, venting shall not be required n Owner's /Agent's Signa Contractor's Signature: Property Address: Date: / Permit Number: ResLer Coldasetoesnews dab Address WE 2Pt P ROOF oRY 0 7 0 LowStages Asphstlft Dale ROOF 0 W.-1-MB Mega! RetTas SithrsisrdShalsse Are there Gas Vent YesI3 HsU Wee: tialeariCi MGM Stesp.Sloped Walk's OW) T ®tom tar! 6 Poo ' Sketch RoOf Pituk-Musitste di knots and leaf mom, ma= sounans and '- t t' : v ansnesse a .: and Weis, kt we Bee Ig4{I /LAV ©E' NAIL ( 3?as2E to Ay CoNnacit R ro 'S to ti 1 age APPROVE& BY DATE ZONING DEPT BLDG DEPT "Ij 1 f( URJFCT TO COMPLIANCE WITH ALL FEDERAL S TATE AND COUNTY RULES AND REGULATIONS RF -1 t -113o Cal ---. NcRTE, 1 1 Rodde IMO* Code &Eon 2007 Moil Velocity Hurricane Zone Uniform Permit An Fo Section D (Steen Sloped Roof %►_stend R gblVi613. Notice of Acceptance Number, 0 7" 0 7/0.40 S Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: q-q Z P2: °°8S•7 P3: ./.7/0. Mmdmum Design Pressure �' ja (From the NOA Spedi% System): • Method of We attachment Td Ly fi .zo 4Q2e.o ve Roof stops: 12 Steen Mooed Roof System Description Deck Type: 1..0 WO i q/,l" M A) Undadayment Ridge Ventilation? AJIPr 4 s rm. ©22 (p TyPe IF 3 th I/1f Mean Roof Haig a 5 ` Type A spacing:I .a el" C I I /AC 41e) celma Sal •F A G Were ar 4.: Pa/ya��TvPhs 1 $ 4 itoetd, s4-4e E T a Sloe Drip .L *f* 91✓f- 1 ...Q1 -48 12109 PASS 4 asiou Pc.,, ?? taw t a - ye itte. 1 ey __ eta Vegr ,for ein,...kmezat Method 1 cot Ohs�•7s� mi L& ) —Mg: (p3= 30. •SAO sa2i.% )-Mg: Per RAS 127" NOA lad 'V.11 a 192S B5,22.13 NOA • • &od 2 oil!. ' The Catch Per T bieaeat of R (R FMB Tetsts Belt i .L. NOS 14,1i4.1 1A IN 1111111111- 11 .11111f sl(C 11111IL IN imman 'Meat be used k1 aelfreteden whit e Bet of moment baud ttie eyes= mimed by the alleles and Apia For Uplift bersti erF..IftbeF . ,;sa lbw tip 3 3. Compared tile velem for IF with or .; D die F, wimp ford Tee Per RAS 12 (Pa =.—zis a s us: '2' _zone: _ NO &F_ (P2: SL >e W: z &: _ NOAF 0'3 • >s!s W: —zeds 8 _ Fte NOA.P Where to Obtain Inforacation l Where In fnul 7 1 Tabb 1 qty= rob NIB 12301.48 12f39 WAL$E5 MIAM FDAOE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Danis 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 AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division 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: Saxony (Shake, Slate, Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufactuze of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official This renews and revises NOA #02- 1205.06 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0710.05 Expiration Dat 1246/12 Approval Date: 09/07/07 Page 1of8 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This renews and revises a system using Monier Lifetile Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Monier Lifetile LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code 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. Roofing Flat Profile Roofing Tiles Concrete 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Monier Lifetile LLC 1= 161A" Saxony (Shake, Slate w = 12 3/8" and Split Shake) Tile .6" thick Trim Pieces 1= varies w = varies varying thickness Test Specifications TAS 112 TAS 112 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier 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. 7161 -03 Appendix ill 94084 94-060A 25- 7183 -6 25- 7183 -5 Product Description, Flat, interlocking, high pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik-Drive Screws, Battens) Date Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 NOA No.: 074710.05 Expl ation Date: 12/16112 Approval Date: 09/07/07 Page 2 of 3 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 25- 7214 -1 25- 7214 -5 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 520109 -1 520111-4 520191 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calculations Nutting Engineering 129 3. LIMITATIONS Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Static Uplift Testing PA 101 • Static Uplift Testing PA 101 Aerodynamic Multiplier 25-7094 25 -7496 25 -7584 25-7804b-8 25- 7804 -4 & 5 25- 7848 -6 25-7183 Two Patty Adhesive Set System Restoring Moment Due to Gravity TAS -112 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Dec. 1998 March 1999 June 2007 February 1996 April 1996 December 1996 March 1995 April 1999 June 2007 Jan. 2007 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 RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the 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. NOA No.: 07-0710.05 Expiration Date: 12/16i12 Approval Date; 09140/07 Page 3 of 8 4., INSTALLATION 4.1 Monier Lifetile Saxony (Shake, Slate and Split Shake) Concrete 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 (W) and Dimensions (I x w Tile Profile Weight W (lbf) Length -1 (ft) Width -w (ft) Monier Lifehle Saxony (Shake, Slate and Split Shake) Tile 11.8 1.375 1.02 Table 2: Aerodynamic Multipliers - A Tile Profile 1 0 Batten licatlon 1 (fig) Direct Deck Application 0.200 , Monier Lifetlle Saxony (Shake, Slate and Split Shake) Tile 0.185 Table 3: Restoring Moments due to Gravity - M (t 1bf) Tile Profile 2 °:12° 3 °:12" 4 0:12" 5 °:12" 6 ":12" 7 °:12° or greater Monier Llfetile Saxony (Shake, Slate and Split Shake) Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.63 7.14 6.56 7.07 6.47 6.97 6.34 6.83 6.18 6.66 6.02 6.48 NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09107/07 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Nall -On Systems Direct Deck (min 15/32" plyw <;,) Tile Profile Fastener Type Direct Deck (min. 19/32" P$wood) Battens Monier Lifetlle Saxony (Shake, Slate and Split Shake) Tile 2 -10d Ring Shank Nails 30.9 38.1 172 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 182 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 242 1 -10d Smooth or Screw Shank Nall (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 6: Attachment Resistance Expressed as a Moment Mr (ft Ibf) for Two Pa Adhesive Set ms Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile Adhesive 31.34 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 07-0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 5 of 8 Table 7: Attachment Resistance Expressed as a Moment - Mt (ft -ibf) for Single Patty Adhesive Set Systems Tile Application Minimum Attachment Resistance Tile Profile Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile PolyPror"' 118.9" 3 Large paddy placement of 45 grams of PolyPron'. 4 Medium paddy placement of 24 grams of PolyPro . PolyPrerm 40.4b Table 8: Attachment Resistance Expressed as a Moment - Mt(ft Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Llfetlle Saxony (Shake, State and Split Mortar Sets 43.9 Shake) Tile 6 Tile -Tice Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement "Nrami Dade County Product Control Approved ". or BORAL— LIFETILE MONIERLWETILE LLC, SAXONY TILE (LAKE WALES FL) LOCATED UNDERNEATH TILE NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 6of8 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 the Building Official or applicable building code in order to properly evaluate the installation of this system. FILE DRAWINGS WATERLOCK MONIERLIFETILE SAXONY CONCRETE ROOF TILE (SLAm MOD) NOA No.: 07-0710.05 Expiration Date: 12116/12 Approval Date: 09/07/07 Page 7 of 8 COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mlamidade.eovlbuildinc/ 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 BNC - 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. BNC 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: Polypro® AII160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers 'APPROVED NOA No.: 11 -0124.04 Expiration Date: 05/10/12 Approval Date 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, doss not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS I27, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. When 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 $neelfieations Polypro® AH160 N/A TAS 101 Foampro® RTF1000 N/A ProPack® 30 & 100 N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro A11160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 Ibs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rice 28 PSI Parallel to rise 0.08 LbsJFt2 3.1 Perm / Inch +0.07% Volume Change @a -40° F., 2 weeks +6.0% Volume Change Qa 158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM teat methods and are subject to normal manufacturing variation. NOA No.: 11-0124.04 Expiration Date: 0540112 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test A, nc'y__ , Test ldentif r Test Namc/Renort Date Center for Applied Engineering #94-060 TAS 101 04 /08/94 257818 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTMS 108 11/16/94 01- 6739- 062b[13 ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2 -1 TAS 101 10/23/98 5284549 -1 528454-10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not pert of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, sow, & 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 Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HAND STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 wide section 10.4 as modified herein. F'= MS w NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 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 Polypro® 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. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Tralned'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® 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). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foanipro RTF1000 or ProPack? 30 & 100 dispensing equipment only. 7. Polypro® AH 160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel Flat, Low, High Profiles 111 #2 17 /side on cap and 34/ 24 1 N/A N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro@ A11160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to property evaluate the installation of this system. NOA No.: 11-0124.04 Expiration Date: OS/10/12 Approval Date 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY �APPROV'EDI NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Dam 05/10/12 Approval Date: 04/14/11 Page 7 of 7 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 2+ Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.aov /building! 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 BNC - 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 trial 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. BNC 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: Polystick MTS, IR Xe, TU, TU Plus and TU P LABELING: Bach 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 1Vdia d 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#09- 0806.07 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigers NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 1 of 6 ROOFING COMPONENT APPROVAL c ateaorv: Sub- Category: Material: PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick 1R-Xe underlayment Manufacturing Location #1 & #2 Polystiek TU underlayment MamiactMrIng Location #1 & #2 Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Manz f acturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen Dimensions Roll: 65'8" x 3'3-34" 60 mils thick Roll: 65'8" x 3'33/8" 80 mils thick and 67"x36" 80 mils thick Roll: 32'10" x 3'3-3/8" 100 mils thick Roll: 65'8" x 3'33/8" 80 mils thick Roll: 32' 10" x 3'3 -3/8" 130 mils thick Test Specification TAS 103 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 MANUFACTURING PLANTS: 1. 555 Oakridge Road, Hazelton, PA 2. 621 Sniveley Avenue, Winter Haven, FL I APPROVED Product Description A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self- adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass - fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. NOA No.: 11-0203.02 Expiration Date: 09/13111 Approval Date: 04/21/11 Page 2 of 6 EVIDENCE SUBMITTED: Test Anencv Test Identifier Exterior Research & Design, LLC #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 Trinity I ERD #P5110.08.07 P10870.09.08 -R1 P10870.04.09 PRI Asphalt Technologies PRI01111 PUSH005 -02 -01 PUSH 018 -02 -01 PUSA- 035 -02 -01 PUSA - 033 -02 -01 PUSA- 055 -02 -02 PUSA - 083 -02 -01 PUSA -089 -02-01 Momentum Technologies, Inc. JX20H7A RX 14E8A DX23D8B DX23D8A INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: Fastening: Membrane: Surfacing: Test Name/Renort TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103/ASTM D4798 & G155 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & 0155 TAS 103 /ASTM D4798 & 0155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 pat 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04 /01/08 11/09/09 02/18 /10 02/18/10 One or more plies of ASTM D 226 Type I1 or ASTM D 2626. 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) Polystick membranes self- adhered. 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 -%a" 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. I PPROVED1 NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 3 of 6 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS and TU Plus may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, roof tile systems and quarry slate roof assemblies. IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. The following membranes manufactured in Winter Haven, FL Plant; Polystick MTS, IR-Xe, TU, TU P and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick TU Plus manufactured in Hazelton, PA Plant shall not be Ieft exposed as a temporary roof for longer than 180 days after application. Polystick IR-Xe and TU manufactured in Har,elton, PA Plant shall not be left exposed as a temporary roof for longer than 30 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. & In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof file manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR-Xe is 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 tile 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) The Profile Polystick MTS Polystick IR-Xe Polystick TU, TU Plus TUP Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation 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. Polystick MTS shall not be used in direct -to -deck applications. Battens are required for both loading and installation of tiles at all times. 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. co m NOA No.: 11- 0203.02 Expiration Date: 09//3111 Approval Date 04/21/11 Page4of 6 GENERAL LIMITATIONS: (CONTINUED) 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 and TU P may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, 1R-Xe, TU, TU Plus and TU P as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus and TU P 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. APPROVED BUILDING PERMIT REQUIREMENTS: 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 order to properly evaluate the installation of this materials. 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 Folyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomerlc Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 1 Air MCA, EDI NOA No» 11- 0203.42 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 5 of 6 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 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 % " /12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 9. Minimum one 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 P0500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic 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 parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 Ibs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roo£ Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick 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 and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. 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 I 1 /.1. Ip,,,;,��,r,�itail APPROVED NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date 0421/11 Page 6 of 6