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RF-13-2829Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 204765 Scheduled Inspection Date: February 27, 2014 Inspector: Rodriguez, Jorge Owner: , Job Address: 906 NE 98 Street Miami Shores, FL Project: Contractor: <NONE> ANDREW PALMER ROOFING INC Building Department Comments RE- ROOF TILE ROOF Permit Number: RF -12 -13 -2829 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number INSPECTOR COMMENTS False Inspector Comments Passed dCJJW Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. 1132060143300 February 27, 2014 For Inspections please call: (305)762 -4949 Page 9 of 43 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 204765 Permit Number: RF -12 -13 -2829 Scheduled Inspection Date: February 27, 2014 Inspector: Rodriguez, Jorge Owner: , Job Address: 906 NE 98 Street Miami Shores, FL Project: <NONE> Contractor: ANDREW PALMER ROOFING INC 5uncung Department comments RE- ROOF TILE ROOF Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number INSPECTOR COMMENTS False 1132060143300 February 27, 2014 For Inspections please call: (305)762 -4949 Page 9 of 43 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 27, 2014 For Inspections please call: (305)762 -4949 Page 9 of 43 r r 4 -1 CaM W AMPS, M A -1 CONSULTING ENGINEERS. INC I ROOFLI `� [NEB /i STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE ®. IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 UPLIFT TEST EXPERTS SITE SPECIFIC INFORMATION Owner's Name: Permit Job Address: l Roofing Contractor: Type of Tile: . 13 Date installed: Approximate Roof Height: feet Roof Pitch: 3112, Type of Access to Roof: Scaffolds Ladder Approximate Square Footage of Roof: _ e) 0� ft 2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested:���/ . Other IN AUUUM ANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST. THIS TAS 906 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED BY: JosdA. Martinez P.E. # 031509 A -1 CONSUL G ,C. Lab. Ceration # 07-0300.03 Renews: 01- 1224.05 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: Cell (305) 609 -6388 • SPANISH: Cell (305) 498 -9804 WE tsm IN AUUUM ANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST. THIS TAS 906 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED BY: JosdA. Martinez P.E. # 031509 A -1 CONSUL G ,C. Lab. Ceration # 07-0300.03 Renews: 01- 1224.05 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: Cell (305) 609 -6388 • SPANISH: Cell (305) 498 -9804 SKF= OF ROOF S-4 97 ERS si i f 73 so 59/71 90 d ........ . . . ... . ........... .. ..... ..... 7 z 2G 24 ZES M-01 -24 Revice& Date,.- 2/2a/2014 zo 22 I S Vi (OV, 0. - BUILDING Miami Shores Villages 7DE C 2013 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 T el: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING FBC 20 Permit No. Master Permit No.6 '" ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes � r • r s wA �l City: �� �)�� i State: Tenant/Lessee Name: Email: CONTRACTOR: --,Company Name: Address: Q IW City: MA I A I ` State: Qualifier Name: State Certification or Registration #: LU -.,� Contact Phone #: Z- 0I2-A I Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ J Square/Linear Footage of Work: Type of Work: DAddition ❑Alteration ❑New "_�Repair/Replace ODemolition Description of Work:�%� �x��x��,�x�� ����x�s��r�x����a�x���x��s���a��x�xFees����a�a�a�a�����������: x��a�a��������x��x��x�xs�a��a�a�a�x��x�x Submittal Fee $ ��a�.� Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond Notary Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ .:SoaWng Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work, or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signat - - �' Signature Owner or Agent Contractor The fore g oing instrument was acknowledged before me this 12 The foregoing instrument was acknowledged before me this -t27 7 day of am, 20, by �J_� day of V , 20 L25 by who is personally known to me or who has produced As identification and who did take an oath. N �RY PUBLIC: Sign: My KNESKI w�is 1 e2EMRP -y known to me or who has produced fig identification and who did take an oath. I NOTARY PUBLIC: Sign: Print: My Comm. Expires Oct 9, 2014 � My Commission # EE 1191 APPROVED BY 1 ` Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06/102009)(Revised 3/15/09) f Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 JANUARY 6, 2014 Permit No: RF13 -2829 Building Critique Review 1. SPECIFY THE COLOR OF THE COLOR THROUGH TILE TO BE USE AT THE JOB SITE ON THE APPLICATION. 2. TILE CALCULATIONS ON SECTION E. YOU USE THE AERODYNAMIC MULTIPLIER .289 FOR BATTEN APPLICATION ON TABLE 2 AND THE Mg 7.91 FOR DIRECT DECK. PLEASE CORRECT CALCULATION BASE ON SYSTEM SELECTED. 01 -06 -14 Pending item #1 above Ismael Naranjo Building Official Plan review Is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. Miami shores e Villa 9 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 JANUARY 6, 2014 Permit No: RF13 -2829 �0t SguRFS G �iORI'DA Building Critigue Review 1. SPECIFY THE COLOR OF THE COLOR THROUGH TILE TO BE USE AT THE JOB SITE ON THE APPLICATION. 2. TILE CALCULATIONS ON SECTION E. YOU USE THE AERODYNAMIC MULTIPLIER .289 FOR BATTEN APPLICATION ON TABLE 2 AND THE Mg 7.91 FOR DIRECT DECK. PLEASE CORRECT CALCULATION BASE ON SYSTEM SELECTED. 01 -06 -14 Pending item #1 above Ismael Naranjo Building Official Plan review Is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DECEMBER 23, 2013 Permit No: RF13 -2829 Building Critique Review 1. SPECIFY THE COLOR OF THE COLOR THROUGH TILE TO BE USE AT THE JOB SITE ON THE APPLICATION. 2. TILE CALCULATIONS ON SECTION E. YOU USE THE AERODYNAMIC MULTIPLIER .289 FOR BATTEN APPLICATION ON TABLE 2 AND THE Mg 7.91 FOR DIRECT DECK. PLEASE CORRECT CALCULATION BASE ON SYSTEM SELECTED. Ismael Naranjo Building Official Plan review Is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 7) % DATE: Z % ntractor • Owner • Architect Picked up 2 sets of plans and (other) Address: 6I X �J- F qC From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Bu#l"epgrtmer" continue permitting process. Acknowledged $y: PERMIT CLERK IN RESUBMITTED DATE: __''� �.. °S I PERMIT CLERK INITIAL. A. Palmer Roofing, Inc. 305 - 232 -9361 p.1 Issue Date: 11/19/2013 FLORIDA RODFIVG, SHEET METAL & AIR CONDI71ONING CONTRACTORS ASSOCIATION, INC. RSA 1 -800- 767 -3772 e FAX (407) 671 -2520 ISSUED TO: Village Of Miami Shores 10050 No 2Nd Ave. Miami Shores, FL 33138 -2304 CERTIFICATE OF INSURANCE COPY PROVIDED TO: Andrew Palmer Roofing, Inc. & Palmer & Faria 9700 Sw 168Th Street Miami, FL 33157 �aavnuvu. I u Yvnum II May loncernr Andrew Palmer Roofing, Inc. & Palmer & Faria Painting Corp. This is to Certify that: 9700 Sw 168Th Street Miami, FL 33157 being subject to the provisions of the Florida Workers' Compensation Act, has secured the payment of compensation by insuring their risk with the FLORIDA ROOFING, SHEET METAL & AIR CONDITIONING CONTRACTORS ASSOCIATION SELF INSURERS FUND, P.O. Box 4907, Winter Park, FL 32793. COVERAGE NUMBER: 870 - 033261 EFFECTIVE DATE: EXPIRATION DATE: 1/112014 1!1/2015 iwlla Workers' Compensation: Statutory - State of Florida Employers' Liability: $100,000.00 Each Accident $100,000.00 Disease, Each Employee $500,000.00 Disease, Policy Limit REMARKS: Non - cancelable, without 30 days prior written notice, except for non - payment of premium which will be a 10 day written notice. Andrew N Palmer as Qualifier. License #RC0067299 This certificate is issued as a matter of information only, is not a policy and of itself does not afford any insurance. Nothing contained in this certificate shall be constructed as extending coverage not afforded by the policy(ies) shown above or as affording Insurance to any insured not named above. This provides coverage for Florida policyholders and Florida domiciled employees only. By: By. 4'01 c Brett Stiegel, Administrator :Debra Guidry, CPCU, Un erwriting Manager FRSASI F FRSA -SIF Koqt System MIAMI-DANE V5 Z' � " Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section D Tile Roof System Roof System Manufacturer: I Boral Roof Tiles, LLC Notice of Acceptance Number (NOA): 112-0222.03 1 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): &i -?,&- � I 4m P1: 6.12 P2: P3: ETF7 Maximum Design Wind Pressures, (From the NOA Specific system): psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n1a) in the text box. Roof Slope: 11/1211 Roof Mean Height: 12 ft. Method of Tile Attachment: [--Adhesive, Medium Paddy Polyfoarn P �Iypro Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: 1-3" face 24 ga.-- Drip Edge Material Type: L-L-Ga�lyinized �Meta�l- Drip Edge Fastener Type: 11 1/4 RS NAILS 4- OC Hook Strip/Cleat gauge or weight: --n/a- Deck Type: 1 --1" x 6" T & G-- Optional Insulation: pa Optional Nallable Substrate: Ina Optional Nailable Substrate Attachment: Ina Basesheet Type: 130 # ASTM BASE SHEET Fastener Type for Basesheet Attachment: 11 1/4 RS NAILS " 6 PER LAP/ 12" FIELD Tile Underlayment (Cap Sheet) Type: I—POLYGLASS TU PLUS "rile Underlayment Attachment Method: [SELF ADHEARED Tile Profile: r :SAXONY 900 FLAT 13" Sgction E COUNTY. "Delivering Excellence Every Days Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based file systems, use Method 1. Compare the values for Mr with the values from Mf. if the Mf values are greater than or equal to the Mr values, for each area of the roof, then the file attachment method is acceptable. P 1: 39.1 x I .313 = 12.23 - Mg; 91 = Mr1: 32 5 0.4 NOA Mf P 2: 68.1 x I .313 = 21.31 - Mg; 7.91 = Mr2: 13.40 5 0.4 NOA Mf P 3: 100.7 x .313 = 1.51 - Mg: 91 = Mr3: 23.60 5 •4 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based file systems use Method 3. Compare the values for F with the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the roof, then the file attachment method is acceptable. P1: X1:�= Symbol �Xw: ®= P1 or P2 or P3 -W: = X Cos 6 :®= Fr1: ®5 NOAF P2: X 1: 8 = X w Aerodynamic Multiplier = - W. = X Cos 0: Fr2: S ® NOA F P3:X1:= Mf Product Approval (NOA) Required Moment Resistance �XW Calculated Minimum Attachment Resistance = -W:�= Required Uplift Resistance Fr X Cos 0:F= Average Tile Weight Fri:5 Product Approval (NOA) ®NOAF 1= length w = width Where to Obtain Information to complete the calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier I Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions 1= length w = width Product Approval (NOA) Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: I Z I o, 13 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: :r% 4 �e- Property Address: 1010 '� ��"" + Roofing Permit Number: Dear Building li iai: 1 I �S ` - f ` �1l'n z)t.j` certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions. of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of 20 1 Notary Public, Sate of Florida at Large ® When the just valuation of the structure for purpose SF8C. Then you must provide a building application Revised on 512112009 taxation is equal to or more than $300,000.00, W Contractor for the Roof to Wag connection F JOANNE. YNESKI Notary Public - Rate o! Florida My Comm. Empires Oct 9, 2014 r.ninmissinn # EE 1191 owner * muncatton yonn HVHG 2010 / MI® "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES -- REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the FLOW Building Cede, Building govern the tninimum 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. . 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. .9EI Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). ZEII Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. Eak. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's /Agent's Signature: Date: Contractor's Signature: Permit Number: Property Address: 14 Property Information Map Property Information Map Page 1 of 1 My Home Miami -Dade County, Florida MIAMI-DALIE M Aerial Photography - 2012 0 . 111 ft This map was created on 11 /8/2013 2:26:35 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. 0 Summary Details: Folio No.: 11-3206-014-3300 Property: 906 NE 98 ST Mailing ISABELLE M KUNZLER TR Address: INGLE FAMILY Beds /Baths: 906 NE 98 ST MIAMI Floors: SHORES FL Living Units: 33138 -2535 Prooertv Information: Assessment Information: ear: 100 SGL FAMILY - Primary Zone: 301 -2500 SQ LUC: 001 RESIDENTIAL - 1"/2 arket Value: INGLE FAMILY Beds /Baths: Floors: 1 Living Units: 1 Adj Sq Footage: 1,913 Lot Size: 11,300 SQ FT Year Built: 1949 MIAMI SHORES SEC 3 B 10 -37 LOTS 6 & 7 Legal 3LK 78 LOT SIZE Description: 100.000 X 113 OR 17357 -1895 0996 4 OR 17357 -1895 0996 01 Assessment Information: ear: 2013 Land Value: $15 15 Building Value: M29,7013 arket Value: 6 ssessed Value: $145,259 Exemntion Information: ear: 2013 Homestea $25,000 nd o stead, YES idow: $500 Taxable Value Information: ear: 2013 Faxing Authority: Applied Exemption/ Taxable Value: :Regional: $50,500/$94,759 our : $50,500/$94,759 it : 1 $50,500/$94,759 chool Board: 1 $25,500/$119,759 Sale Information: Sale /1996 0 7"357 -1895 M ales which are isqualified as a result of of the deed http: / /gisims2.miarnidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade. go... 11/8/2013 MIAMI aim% DEPARTMENT OF PERMITTING, BIMRONIIUNT, AND REGULATORY AFFAIRS PERA 11T CONTROL COUNT BOARD AND CODE AbMINISTRATION DiVTSION PRODUCT CONTROL SECTIC ( ) 1180518W 26 Street, Room 2W Miami, Florida 33175.247, NOTICE OF ACCEPTANCE T (786) 315;•2590 F (786) 315.2595 OA) tivwiv.rriiamldr►d :.�crv/ rcr Boral Roofing, LLC — 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Produc' Control Section to be used in Miami Dade County and other areas where alloweby the Authority Having Jurisdiction (AHJ), This NOA shall not be valid after the expiration date stated below. The Miami -Dade County r (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this fY oduct Control Section product or material tested for quality assurance purposes, If this product or material fails to perform in the acce ted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miamt�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 Budding Code including the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION; Saxony 900 Concrete Roof Tile LABELING; Each unit shall bear a permanent label with the manufacturer's name or logo, city, sate and following statement: "Miami -Dade County ProductControl 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 orichange 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 oomph 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 b the expiration date may be displayed in advertising literature. If any portion of the NOA is dis la ed y done in its entirety, p y , then it shall be INSPECTION; A copy of this entire. NOA shall be provided to the user by the manufacturer or its distrib shall be available for inspection at the job;site at the request of the Building Official, utors and This renews and revises NOA##07. 0711,03 -and consists of pages 1 through 8, The submitted documentation was reviewed by Alex Tigera, MIAiM . AMrI UN I NOA No 12- 0222,03 Expiration Dateri 04/26/17 Approval Dateri 04/19/12 Page 1 of 8 ROOFING A,saFmLY APPROVAL Cate 0 ub-Cate o ; Ma erlah Dec- -k T I. SCOPE Roofing Roofllg Tiles Conorote Wood This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL, and described 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 compliancy with RAS 127 using the values listed in the installation section herein, The attachment calculations shall be done as a moment based system„ 2, PRODUCT DESCRIPTION Manufactured by Test Product A lice t Dimensiolis �e ,ifica :ions Descriution Saxony 900 1 =17" TAS 112 Flat profile, interlocking, hl�h- W _ 13" 1- 5/32" thick Slate pressure extruded concrete roof tile equipped with two nail holes, For 1- 9/32" thick Shake & direct deck or battened nail -fin, mortar Split Shake set or adhesive set applicatigns, Trim Pieces Length; varies TAS -112 Accessory trim, boosted Barcelona, Width; varies varying thickness concrete roof pieces for use'' hips, rakes, ridges and valley terminations manufactured for each the profile, 21 MANUFACTURING LOCATION 2,1,1, Lake Wales, FL. c 2.2 SUBMITTED EVIDENCES Test Agency Test Identifies; Test Name%Re ort ID ate Redland Technologies 7161.03 r Static Uplift Testing Dee 1991 Appendix III The Center for Applied TAS 102 & TAS 102(A) 94.084 Engineering, Inc, Static Uplift Testing M#y 1994 The Center for Applied 94 -060A Engineering, Inc, TAS 101 (Mortar Set) Static Uplift Testing Mach, 1994 TAS 101 (Adhesive Set) I I APPROVED NOANo,t i2- 0222,03 Expiration Data; 04/26/17 Approval Dattge 04/19/1.2 2 of 8 The Center for Applied Engineering, Inc, The Center for Applied Engineering, Inc, 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, Atlanta Testing & Engineering, Inc, Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc Walker Engineering, Inc, Walker Engineering, Inc. I' A�'PIiOVeD 25. 7183.6 Static Uplift Testing Feb. 1995 TAS 102 (2 Quik -Drive Screws, Direct Deck) 25. 7183.5 Static Uplift Testing Feb, 1995 TAS 102 (2 Quik -Drive Screws, Battens) 25- 7214 -1 Static Uplift Testing Ma�ch,1995 TAS 102 (1 Quik -Drive Screw, Direct Deck) 25- 7214 -5 Static Uplift Testing Match, 1995 TAS 102 (1 Quik -Drive Screw, Battens) 7161 -03 Appendix II Wind Tunnel Testing Dec, 1991 TAS 108 (Nail -On) Letter Dated Aug, 1, Wind Tunnel Testing Aug, 1994 g 1994 TAS 108 (Nail -On) P0631 -01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) P0402 Withdrawal Resistance Sept, 1993 Testing of screw vs, smooth shank nails Project No, 307025 Test #MDC -77 Wind Driven Rain Oct, 1994 TAS 100 R1,894 Physical Properties Aug., 1994 R2.894 TAS 112 R3,894 520109 -1 Static Uplift Testing Dec; 1998 520111 -4 TAS 101 520191 -1 Static Uplift Testing March 1999 TAS 101 Evaluation Calculations 25 -7094 February 1996 Evaluation Calculations 25 -7496 April: 1996 Evaluation Calculations 25 -7584 December 1996 25- 7804b -8 257804 -4 & 5 25- 7848 -6 NOA No,, 12 0222,03 Expiration Date, 04 126/17 Approval Date; 04/19/12 Page 3 of 8 Walker Engineering, Inc., Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc, Evaluation Aerodynamic Multipliers January 2007 Calculations Walker Engineering, Inc, Calculations Two Patty Adhesive Set April 1999 Walker Engineering, Inc, System Evaluation Restoring Moments Due to 'February 2007 Nutting Engineers Calculations Gravity 130 TAS 112 January 2007 3. LIMITATIONS 3,1 Fire classification is not part of this acceptance, 3,2 For mortar or adhesive :set tile applications, a =static field uplift test shall be performed in accordance with TAS 10.6, 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 underlayments shall be in complian4e with the applicable Roofing Applications Standards listed section 4,1 herein, 3,5 30/90 hot mopped underlayment applications many be installed perpendicular to the roof slope unless stated otherwise by the underlayment matorlal manufacturers published literature, 3,6 This acceptance is for wood deck applicatlon�, Minimum deck requirements shall be in compliance with the applicable Building Code. . 4. INSTALLATION 4,1 Saxony 900 (Slate, Shake & Split Shake) Condrete Roof Tile and its components shall be Installed in strict complian oe with Roofing Application Standard RAS 118, RAS 119, and RAS 120, 4,2 Data For Attachment Calculations I APPROVED NOA No,i 120222,03 Expiration Date; 04/26/17 Approval Date= 04/19/12 No4of8 _ I Table 3: Restoring Moments due T o Gravity • Mg (ft -lbf) Tile 2 11;12" 3 ,1Z ,► Proflle 4 .12 t46 ';12'► 6„ :12'► 7 ":12" or greater Saxony Battens DfreGt Battens Dire t Battens irect 13� ttens Direct Battens Direct Battens Direct 900 Deck Deck Slate, 7,16 8 12 Deck Deck Deck Deck Shake & 7'08 8. 6,87 7.91 P.82 7,74 6,65 7,65 6.46 7.34 Split Shake Profile Saxony 900 Slate, Shake & Split Shake 4; Attachment Resistance E; for Nail -On Fastener Tvea ;ed as a Moment - Mf (ft -lbf) ims IIrect Deck Direct Deck Battens ,tin 16/32" (min. 19/32" plywood) plywood) 0 1 -10d Smooth or!Screw Shank Nall Field CII 1 -10d Smooth or Screw Shank Nail Eav CII 2 -10d Smooth or crew Shank Nalls CII 2 -10d SmoothFlel or 8 crew shank Nails Ea CII nI.f 24,3 19,0 35.5 51,7 24,3 19,0 24,4 24.2 22.1 33,6 34,8 31,9 31,9 32'2 sed as a Moment Mr (ft -lbf) et Systems tion Mlnimum Attachment Table 6: Atta.Gnmem Resistance Exprei for T1vo Patty Adhesive Tile Profile Tile Applic• lVlonlerLlfetile Saxony 900 Slate, Shake & Split Shake Adhe -Z Resistance 31,3 per patsy 13,9 gram I I' !#PPROYED NOA Noo 12= 0222,03 Expiratiou Date► 04126/17 Approval Date,, .04/19/12 Page 5 of 8 i sale 8; Attachmerit;Reslstance Expre:L s as a Moment,- (ft -Ibf) _ for Single Patty Adhesiv Systems Tllo Tile.Applic tion, Minimum Attachment Profile Reslstance MonlerLifetlle Saxony 900 Polyfoam Pol Slate Shake & S Ilt Shake ProTM 1187 Pro TM 40,4 Pol oam Pol 3 Lar a add lacement of 45 ram of Pol ProrM, 4 Medium add lacement of 24 ra ?s of Pol ProTM, Table 7; Attachment Resistance Expres ed as a Moment - Mf(ft -Ibf) for Mortar Sey t sTile tems The Profile Attachment A Iication Monlerl_lfetile Saxony 900 Mortar Set Resistance Slate, Shake & Split Shake 43.9 Q. The -Tite Roof Tile Mortar 5, LABELING 5,1 All tiles shall bear the Imprint or Identiflable marking of the manufacturer's name or logo as detailed below, or following statement; "Miami Dade County Product Control Approved ", LABEL FOR:SAXONY 900 LOCATED I 6, BUILDING PERMIT REQ1VIREMENTS 6,1 Application for building permit shall be accoi 6,1,1 This Notice of Acceptance, 6,1,2 Any other docurn}ents required by the in order to proporly, evaluate the inst i nrrnov�o (LAKE WALES FL PLANT) tNEATH TILE by copies of the following; �flding Official or applicable building code ation of this system, NOA Noo 12- 0222,03 Expiration Datet 04/26/17 Approval Date: 04/19/12 Page 6 of 8 PROFILE DRA SAXONY 900 CONCRETE ROOF MONIERLIFETILE SAXON' 900 CONCRETE $/32 " (slate) 9/32 " (shake) (SLATE MODEL) TILE (SPLIT SHAKE MODEL) NOA No,i IZ•02Z2,03 Expiration Date: 04126/17 Approval Date: 04/19/12 Page 7 of 8 °.i'c `•. , •�`'at ��,.'��,�;k��M`,• w,`•..♦ `• +, ° \^ �•' �•�t•J�ryryv .,tr r.;'`+ „1;, •♦ rr'a.�,,,�:•ta. �.yt•'q �,• ,t ,tiJ•�i:;h�r, :,. '•.•;�,yti ^ ;i �t •,. ♦ , %` % "7.,�,•^^ ., S ••Y •a•, .,y •, .r. ,4y,�,• .i�T� ,f �'4�` ``�:'•lTi \C•J2 ••,'`•. t.• %•T• '• °, .r `.,414•• •. +tit`. `. �. •. 'i...• .. .• •.1�,, •y I`ll, �: % MONIERLIFETILE SAXONY 900 I I APPROYC•D END OF THIS AC RooF TILE (SHAKE MODEL) ANCE NOA Noo 12. 0222,03 Expiration Dated 04/24/17 Approval Date► 04/19/12 Page 8 of 8 BEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY, BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Polyglass USA Inc, 150 LY014 Drive Fernley, NV 89408 SCOPE; This NOA is being issued under the applicalble rules and regulatic documentation submitted has been reviewed and accepted by Mir to be used in Miami Dade County and other. areas where allowed This NOA shall not be valid after the expiration date stated bel Section (In Miami Dade County) and /or the AHJ (in areas other have this product or material tested for quality assurance purpose the accepted manner, the manufacturer will incur the expense c revoke, modify, or suspend the use of such product or material right to revoke this acceptance, if it is determined by Miami -I; product or material fails to meet the requirements of the applicabl This product is approved as described herein, and has been design including the High Velocity Hurricane Zone of the Florida Build! DESCRIPTION; Polyglass Polystick Underlayments MIAMI -DADS COUNTS PRODUCT CONTROL SECTIOr X AIRS (PERA) 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315.2590 F (786) 315.2599 Lvrv1v,mia;nlda(1c,gov /ucra governing the use of construction materials, The -Dade County PERA - Product Control Section the Authority Having Jurisdiction (AHJ), v, The Miami -Dade County Product Control ian Miami Dade County) reserve the right to If -this product or material fails to perform in such testing and the AHJ may immediately vithin their jurisdiction. PERA reserves the Jo County Product Control Section that this building code, d to comply with the Florida Building Code Code. LABELING; Each unit shall bear a permanent label with the ma ufacturer's name or logo, city, state and following .statement; "Miami -Dade County Product Control Approved ", unh ss otherwise noted herein, RENEWAL of this NOA shall be considered after a renewal app !cation has been filed and there has been no change in the applicable building code negatively affecting the po. formance of this product, TERMINATION of this NOA will occur after the expiration dat or if there has been a revision or change in the materials, use, and /or manufacture of the prbduct or process, Min se of this NOA as an endorsement of any product, for sales, advertising or. any other purposes shall automatically tel ninate this NOA. Failure to comply with any section ofthis 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 adverQlsing literature, If an 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 Cie user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This revises NOA # 11- 0601,10 and consists of pages 1 through 8 The submitted documentation was reviewed by Alex Tigera, NOANo,; 11. 1229,01 Expiration Date; 09/13/16 Approval Date; 04/05/12 Pagel of 8 ROOFING COM-- PONENT APPROVAL, Cate o : Roofing Sub -Cate orv� Underlayment Ma=rl SBS , APP Self- Adhering Modified PRODUCTS DESCRIPTION: P oduc Polystick MTS underlayment Manufacturing Location #2 Polystick IR -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Surface Printing) Manufacturing Location #2 Polystick TU P underlayment Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 imensions Roll: 651811 x 3'3.1/," 60 mils thick Roll: 65' x 3'3-3/8" Or 65' x 3' 60 mils thick Roll: 32'10" x 3'3'/8'1 100 mils thick Roll: 65' x 3133/8j) 80 mils thick Roll: 32' 10" x 3' 3 3 /a" 130 mils thick Roll: 61' x 3' 3-3/all 60 mils thick Polystick Dual Pro Roll: Manufacturing Location 61' x 313.3/ #2 60 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 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 Product Desc 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 the underlayment, A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane, Designed as a metal roofing and roof the underlayment, A rubberized asphalt waterproofing membrane, glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self- adhering, glass - fiber /polyester reinforced waterproofing membrane, Designed as a metal roofing and roof We underlayment, A rubberized asphalt self- adhering, glass - fiber /polyester reinforced waterproofing membrane, Designed as a metal roofing and roof tile underlayment, NOA Noa 11. 1229,01 Expiration Date; 09113116 Approval Date; 04105/12 Paget of 8 MANUFACTURING PLANTS; I. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED; Test A encx Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc, Test ue—la fler 1175 M. -01 -1 11756,08,01 -1 02202.08,05 P5110,08,07 P10870,09,08 -R1 P10870,04,09 P33360,06,10 P33370,03,11 P33370,04,11 P36900,09,11 P37300,10,11 • PRIO 1 I I I PUSA- 005 -02 -01 PUSA- 018 -02 -01 PUSA- 035 -02 -01 PUSA- 033 -02 -01 PUSA- 055.02 -02 U—SA- 083 -02 -01 PUSA- 089 -02 -01 JX20H7A RX168A DX23D8B DX23D8A T. L TIO L L T� T� D Test Name/Re on TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 103 /ASTM D4798 & 0155 ASTM D I970 TAS 103 ASTM D 1623 103 /ASTM D4798 & 0155 110 /ASTM D4798 & D1970 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 103 /ASTM D4798 & 0155 103 /ASTM D4798 & 0155 103 /ASTM D4798 & 0155 103 /ASTM D4798 & 0155 103 /ASTM D4798 & 0155 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 07101 /10 03/02/11 04/26/11 09/01/11 10/19/11 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30V-08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 . � NOA No,; 11.1229,01 Expiration Date; ,09/13/16 Approval Date; 04/05/12 Page 3 of 8 INSTALLATION PROCEDURES; Deck Type 1; Wood, non - insulated Base Sheet; one ar mare Plies of ASTM D 226 Type l or AST M­ D 2626, Fastening; Per FBC 1518,2 4-1-518.4 Nails and tin ca s 12" grid, 6" o,c, at a minimum 4" head lap, (for base sheet only) Membrane; Polystick membranes self - adhered, Surfacing; None 1, All nails in the deck shall be carefully checked for protruc ing heads, Re- fasten any loose decking panels, and sweep the deck thoroughly to. remove any dust and de ris prior to application, Z. Place the underlayment over metal grip edge in accordant: 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. , A 1 side, laps shall be a minimum of 3 -'!Z" and end laps shall be a minimum of 6," Roll the membrane into pl ice after removing the release strip, Vertical strapping of the roof with Polystick;is acceptable, Membr ne shall be back nailed In accordance with applicable building code, 4. When applying the membrane in the valley, start at the to point and work to the high membrane from the center outward in both directions, p Point, rolling the 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 f ill contact with the surface, giving special attention to lap areas, 7. Flash vent pipes, stacks, chimneys and penetrations in corr pliance with Roof Assembly current Product Control Notice of Acceptance, 8, All protrusions or drains shall be initially taped with a 6111 iece of underlayment, The flashing tape shall .be pressed in place and formed around the protrusion to ensui e a tight fit, A second layer of Polystick shall be applied over the underlayment, NOA Noo 11. 1229,01 -U U N—TY21 Expiration Datei 09/13116 Approval Date; 04/05/12 Page 4 of 8 GENERAL .L,IMITA;CI01vS; 1 Fire classification is not part of this acceptance, � Po-lysbi-ek MTS, T1:7 Plus, Tile Pro a4d Dual Pra may be us din asphaltic shingles, wood shakes and shingles, non - structural metal roofing, roof tale systems and quarry late roof assemblies, IR -Xe, TU, and TU P used in all the previous assemblies listed except metal rooming, may be 3, Deck requirements shall be in compliance with applicable uilding code, ¢, Polyglass Polystick membranes shall be applied to a smoot , clean and dry surface, The deck ck shall be free of 5, Polyglass Polystick membranes and underlayments shall n t be adhered directly over a re- membrane as a recover system, Y p existing roof 6, Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the days listed in the table below after application, Polyglass r serves the right to revise or alter product exposure Mmes; not to exceed the proceeding maximum ti, a limitations, amount of MTS z osure Li— m– tation da s Winter Haven FL, T1;i�Xe TU U Plus TU Tile Pro Dual Pro Hazelton PA, 180 •0 180 N/A 180 180 P 180 30 30 180 NI 180 A 7. All products listed herein shall have a quality assurance au i N/A N/A and Rule 9N -3 of the Florida Admintistrative Code, tin accordance with the Florida Building Code 8, In roof tile application, data for the attachment resistance o roof tiles shall be as s manufacturer's Notice of Acceptaneo, Polystick TU, TU PI s, and Tile Pro may be used in both a and mechanically fastened roof tile applications, Polystick R -Xe et forth in the roof tile. fastened roof the applications, Polystick MTS is limited to eXe, and D fastened with adhesive set and Dual Pro are limited to mechanically applications, Polystick TU P may be used in both adhesive et and mechanically fastened roof tale f file applications with the exception of mgrtar set tile applicatio Or i9, The maximum roof slope for use as roof tile underlayment (direct -to -deck) tile assembl follows; (Se Table Below) es shall be as Tile Profile Polystick MTS P Iystick IR -Xe Polystick TU, TU Plus, TU P, Tile Pro Flat Tile Prohibited; ithout battens Profiled Tile Prohibited ithout battens Prohibited No limitation No limitation The above slope limitations can be exceeded only by using attens and counter battens in accordan Approved Tile System Notice of Acceptance and applicable Florida Building Code re uiremen dance with the are required for both loading and il�staIlation of tiles at q11 times, q ts, Battens NOA No„ 11.12,29,01 NAY Expiration Date; 09113116 Approval Date: 04/05/12 Page 5 of 8 GENERAL ,LIMITATIONS; (CONTINUED) 10, . Care should be taken during the loading procedure to keel: tile, directly on the undei'la ment, Tile underlayments except Polystick MTS � Whi h hall beloade Y1, Refer to prepared roofing system product Control Notice of with specific prepared roofing products, Polystick NITS,, IR• may be used with any approved roof oovering Notice otAcc Plus, TU P, Dual Pro and Tile Pro as a component part of ar Polystick MTS, IR -Xe., TU, TU Plus, TU P, Dual Pro aAd Ti Authority Having Jurisdiction (AHJ) or the Miami -Dade Co Provided that appropriate documentation is provided to Beta; resistance, and fire testing results, LABELING; I. All membranes or packaging shall beekT:the Imprint or Id ; ntifl city and state of manufacturing facility and the following A pproved". or- the Mtani{ -Dade Coun 14roduct Control Seal a, MW t; i L Cl7 . , ' BUILDING PERMIT REQUIREMENTS, foot traffic to a minimum and to avoid dropping of oading detail below for loading procedure for all i onto battens, Roofing Tiles (8 Max Per Vook) Scceptance, for listed approval of this product Ke, TU, TU Plus, TU P, Dual Pro and Tile Pro :ptance listing Polystick MTS, IR -Xe, TU, TU assembly in the Notice of Acceptance. If e Pro is not listed, a request may be made to the my Product Control Department for approval compatibility of the products, wind uplift Lble marking of the manufacturer's name or logo, atement: "Miami -Dade County Product Control shown below, Application for building permit shall be acaonpanied by copied of Ihe following; 1, This Notice of Acceptance, I 2, Any other documents required by the Building Official or the installation of this materials, APPROVED e, building code in order to properly evaluate NOA Noa 11.1229,01 Expiration Date,, 09113/16 Approval Date: 04/05/12 Page 6 of 8 POLYGLASS (iENEPUL A'PLIc4TIpN GUIDELINES 1j "Olyglass does accept the direct application of Polystick are cautioned to refer to applicable local building codes pi acceptable. Please also refer to applicable Product beta S 2, All rolls, with the exception of Polystick TU Plus should 1 Back Nailing Guide, Nails shall be, .I 1 gAuge ring shank t required in Dade County or simplex.type nail as otherwise, e o,c, Polystick TU Plus shoulOe back nailed in desigi the face of membrane., with the above stated nails and /or d. being back - nailed, (Please refer to applicable locaf building All seal lap seams (selvage laps) must be rolled with a haw All fabric over fabric; and granule over granule end laps, sl Polyplus 55 Premium Modified Flasbing Cement Polyglas Polyglass P0500 MB Flashing Cement, Mule -Hide 241 Pr Premium Wet/Dry EIastomerie Flasbing Cement, or Mule' Grade, mastic, applied in betw to Polystick MTS, cell the application of the lap A maximum of 6 tiles per stack are allowed when loading t Tile Loading Guidelines, See Genex &1 Limitations #9 and #: Battens and/or Counter- battens, as required by the tile man pitch/slopes-of 7 "/12" or greater, It ib suggested that on pit should be taken, such as the use of battens to prevent tile sl Minimum cure time after membrane installation & before I Polystick membranes may not be used in any exposed appli exposed roof to wall details, Repair of Polystick membranes is to be. accomplished by ap Flashing Cement, Polyglass PolypltJs.50 Premium MB Flas Cement, Mule -Hide 241 Premium lashing Cem Flashing Cement, or Mule -Hide 42M�lod Bit Flashing Adh repair, followed by a patch of the Polystick material of like the area needing such repair, Patching membrane shall be a repair should be installed in such a way so that water will r patch. 3 4 5, 6, 7, 8, 9, 10. All self - adhered membranes must be rolled to ensure full co requires a minimum of 40 lbs for a Weighted roller for the r 1 acceptable for rolling of patches or small areas of the roof= rolling, All approved substrates should be diy, clean and properly I membranes commences, An approved substrate technical 1 recommended to refer to applicable building codes prior to 12, The Polyglass Miami Dade Notice ofAcceptance (NOA) a PolyProtector UDL can be furnished upon request by our 7 894.4563, nrenouc� POLYSTICK MEMBRANES; Ezaerlaymentmembranes to wood decks, Installers or to direct deck installation to ensure this is Teets of the corresponding products, s back - nailed in selvage edge seam as per pelyglass Pe, applied with a minimum In metal disk as allowable in other regions, at a minimum rate of ated area marked "nail area, area para clavar" on >ks. The head lap membrane is to cover the area codes prior to installation.) roller to ensure full contact, all have a 6" wide, uniform layer ofpolyglass Polyplus 50 Premium MB Flashing Cement, mium Modified Flashing Cement, Mule =Hide 251 ide 42.1 Mod Bit Flashing Adhesive Trowel The use of mastic between the laps does not apply e on the underlayments. Refer to the Polyglass 0. tacturers NOA's, must be used on all projects for /slopes in excess of 6 %"/I2", precautions ding during the loading process, ading of roofing tiles is Forty -Eight (48) Hours, ation such as crickets, exposed valleys, or ying Polyglass Polyplus 55 Premium Modified Zg Cement, Polyglass PG500 MB Flashing , Mule -Hide 251 Premium Wet/Dry Elastomerlc lye Trowel Grade mastic to the area in need of nd should be set and hand rolled in place over inimum of 6 inches in either direction, The Parallel to or over the top of all laps of the with approved substrates, Polyglass of the field membrane, Hand rollers are ping may be used where slope prohibits ed, before any application of Polystick n can be furnished upon request, It is lation to verify acceptable substrates, ° al for Polystick membranes and Al Services Department by calling 1 (800) NOA Noo 11- 1229,01 Expiration Date; 09/13/16 Approval Date,, 04/05/12 Page 7 of 8 13, Questions in regards to the application ofpolyglass directed products should be Department at 1 (800) 894.4563, to our Technical Services 14, Polyglass recommends LOCAL B that appIic�.tOrS follow good roofing pactices r and a by the National Rooffng Contractgrs Association (NRCA , ppllcable procedures as outlined PLEASE CHECK WITH ) BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS, LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENT RECOMMENDATIONS, SAND KID APPROVED END OF THIS ACCEPTANCE .._ . NOA No,: 11.1229,01 Expiration Date; 09/13/16 Approval Dater 04/05/12 Page 8 of 8 M11' DEPARTMENT OV PERM .TTING, ENVIRONMENT, AND REGULATORY MIAMI-DA.DE Cow BOARD AND C ©I)E A )MIMaTRATION OIY1S10N 0 AFFAIRS (PERA) PROD $05 6 TAO SFCT20 NOTICE OF ACCEPT,"CE r ail, Florida 33175.259( ,OA T (786) 31S•2590 F (786) 315.259'. 3M Company www,miamidadc_ ov(perf 3M Center .Building 0220- 05 -E -06 St, Paul, MN, 55144 -1000 SCOPE; This NOA is being issued under the applicable rules and regulations governing documentation submitted has been reviewed and d by Miami Dad CounhePERA construction materials, The be used in Miami Dade accepte County and other areas where allowed by the Authors Having ty Product Control Sec tion to Section (In Miami Dade County) This NOA shall not be valid after the expiration date stated below, The Miami-Dade g Jurisdiction (AHJ). and/or the have this product or material tested for uhe AHJ (in areas other than Miami Dade County) re product Control the accepted manner, the manufacturer will n�tu' assurance purposes, s, such testing reserve the right to revoke, modify, p If this product or material fails to perform in ce suspend the use of such product or material within their jurisdiction, PE1ZA reserves the rs to revoke this acceptance, if it is determined �by Miami -Dado County p g and the AHJ may immediately material fails to meet the requirements of the applicable building code,; This product is approved as described herein, and has been tY r °duct Control Section that this product or including the High Velocity Hurricane Zone of the Florida Build ng Code, mply with the Florida $uilding Code DESCRIPTION; 3MTM 2- Component Foram Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name statement; "Miami -Dade County Product Control Approved ", unless otherwise noted heoreiri city, state and following RENEWAL of this NOA shall be considered after a renewal application has been filed in the applicable building cods negatively affecting the performance of this product, and there has been no change TERMINATION of this NOA will occur after the expiration date or if there has been a revision materials, use, and/or manufacture of the product or process, Misuse of this .NOA as an endorsement of an sales, advertising or any other vision or change in the purposes shall, automatically terminate this NOA, Failure to comply with any section of r this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT; The NOA number preceded by the words Miami -Dade County, Florida, expiration date may be displayed in advertising literature, If any portion of the NOA is displayed, and followed by the In its entirety, than it shall be done INSPECTION; A copy of this entire NOA shall be provided to the user by the manufacturer shall be available for inspection at the job site at the request of the Building Official, or Its distributors and This renews and revises NOA# 11- 0124,04 and consists of pages I through 7, The submitted documentation was reviewed by Alex Tigera, A D NOA No,1 12- 0228,18 Expiration Dater 05/10/17 Approval Date; 05110/12 Page 1 of 7 , ROOFING CONTONENT APPROVAL; Category, Roofing Sub Category; Roof tile. adhesive Materials; Polyurethane SCOPE This approves 3WH 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described In Section 2 of this Notice of Acceptance, For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2- Component Foam Roof Tile Adhesive AH -160, Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT; Product Dimensions Tes • 3MTM 2 -Com onent Foam sec —�ti0ns Roof Tile Adhesive AH- NSA TAS 101 160 Foam Dispenser 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 2- Component Foam Roof Tile Adhesive AH -160 roof the adhesive, MANUFACTURING LOCATION; 1 . Tomball, TX, PHYSICAL PROPERTIES; roe 'Test Results Density Compressive Stren h ASTM D 1622 1,6 lbs, /ft,3 • ASTM D 1621 18 PSI Parallel to rise Tensile Strength Water Absorption ASTM D 1623 12 PSI Perpendicular to rise 28 PSI Parallel to rise Moisture Vapor Transmission ASTM D 2127 0,08 Lbs,/Ft' Dimensional Stability ASTM E 96 ASTM D 2126 3,1 Perm / Inch +0,07% Volume Change @ -40° F,, 2 weeks +6,0% Volume Change @158 °F,, 100% Humidity, 2 Closed Cell Content ASTM D 2856 weeks 86% NOA No,= 12- 0228,18 n Expiration Date; 05/10/17 Approval Date; 05/10/12 Page 2 of 7 Note. The physical properties listed above are presented as by accepted ASTM test methods and are subject to no�malamanuf average values as determined EVIDRP'CE SUB . manufacturing variation, MITT�D, Test A Rnav Test Id titter Center for Applied Engineering Tit Name a ort D #94 -060 TAS 101 257818 -IPA TAS 101 04/08/94 25. 7438 -3 SSTD 11 -93 12116196 25. 7438.4 10/25/95 25. 7438.7 SSTD 11.93 Miles Laboratories 25.7492 SSTD 11 -93 11/02/95 Polymers Division N13.589 -631 ASTM D 1623 12/12/95 02/01/94 Ramtech Laboratories, Inc, 9637.92 ASTM E 108 Southwest Research institute 04/30/93 01. 6743.011 ASTM E 108 Trinity Engineering 01-6739-062b[i] ASTM E 84 11116194 7050,02,96.1 TAS 114 01/16/95 Celctex Corp. Testing Services 03/14/96 528454.2 -1 TAS 101 528454.9.1 10/23/98 528454.10.1 520109.1 TAS 101 520109.2 12/28/98 520109.3 520109.6 520109.7 520191.1 TAS 101 520109 -2.1 03/02/99 LIMITATIONS; I. Fire classification Is not part of this acceptance, Refer to the Prepared Roof Tile Assembly 2, for fir 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat low e rating, high 3. Mi�mum underlayment shall be in co r' with the Roofing Application Standard RAS 20 the profiles. 4. Roof Tile manufactures acquiring 160 roof file adhesive acceptance for the use of 3MTM 2- Component Foam Roof T with their tile, assomblies.shall test in accordance with TAS 101, ile Adhesive AI H. Roof Tile manufacture's acquiring acceptance for the use of HANDI -STICK roof file adhesive wi assemblies shall test in accordance with TAS 101 with section 10,4 w modified herein, th their file LW i F' MS E lf, .., NOA No,; 12. 0228,18 . RIM Expiration Date; 05110/17 Approval Date; 05/10/12 Page 3 of 7 INSTALLATION,, 1' 3M'M 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof the assembly having a Curren. NOA that lists uplift resistance values with the use of ,3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2, 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein, The roof tile assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127, The adhesive attachment data is noted in the roof the assembly NOA, 3, 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and Its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet, 4; Installation must be by a Factory Trai- ned'Qualified Applicator' approved and licensed by 3M Company,' 3M Company shall supply a list of approved applicators to the authority having jurisdiction, 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of an adh, The mix ratio between the "A" component and the "B" component shall be maintained between 1,0.1 15 (A) : 1i 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, 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPaok® 30 & 100 dispensing equipment only, 7, 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight, 8. Tiles must be adhered in freshly applied adhesive, Tile must be set within 2 to 3 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 party weight shall be in accordance with the Macement Details' herein, Each generic tile profile requires the specific placement noted herein, Tile Table 1; Adheii;ye PlPlacement For Each Generic Tile Profile Plaeement Detail Single Paddy Weight Min, (grams) on Two Paddy Weight per paddy Min, (grams) NIA N/A N/A NOA No,; 12. 0228,18 Expiration Date; o5 /10/17 Approval Date; 05/10/12 Page 4 of 7 b A -HESM PLACEMENT DETAIL 2 SINGLE PATTY �eenavt:u cement Undedaymant a 71n 'in, Eave Course Undadaymer� a 71n, iV12'ln, We Course Paddy (Beneath Tlie) Fascle Eavo Closure Paddy (Beneath TIIe) Pasole Weephols Eave closure UP edge NOA No,s 12- 0228,18 Expiration Date,, 05110117 Approval Date; 05/10/12 Page 6 of 7