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RF-12-1900r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 187056 Permit Number: RF -10 -12 -1900 Scheduled Inspection Date: April 19, 2013 Inspector: Bruhn, Norman Owner: CARNEY, MIKE ANDROBIN Job Address: 235 GRAND CONCOURSE Miami Shores, FL 33138- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (305)758 -9980 Parcel Number 1132060133620 Phone: (305)953 -3333 Building Department Comments RE ROOF TO A NEW TILE ROOF permit on hold until contractor has a meeting with bo Infractio Passed Comments INSPECTOR COMMENTS False Passed 7- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 179784. replace broken sidewalk, 2 flags April 18, 2013 For Inspections please call: (305)762 -4949 Page 3 of 11 Quality Roofing Contractor, Inc. 13800 N.W. 1st Avenue Miami, Fl 33168 Tel: (305) 953 -3333 Fax: (305) 953 -3833 April 16, 2013 Miami Shores Village Building Department Ref: Permit # RF -10 -12 -1900 235 Grand Concourse Miami Shores, Florida 33138 This letter is to inform you that the total cost of the roof was $24,000.00 15% of the $24,000,00 is $3,600.00 The cost to do the straps on the roof would cost about $7,500.00 with engineer, materials and labor. Sincerely Yours, Carlos Arocho President L� QUALITY ROOFING CONTRACTOR, INC. 13800 N.W. 1st Avenue MIAMI, FLORIDA 33168 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 B PERMIT APPLICATION FBC 20 Permit Type: BUILDING OOFIN�'T. OCT o • 3 ,veo°oao�o Permit No. 12'"1 00 Master Permit No. Owner's Name (Fee Simple Titleholder) Robin Carney Phone # (3 0 5) 7 9 8 —2 5 9 6 Owner's Address 235 Grand Concourse City Miami Shores S Florida Zip 33138 Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 235 Grand Concourse City Miami Shores Village County FOLIO /PARCEL# 11- 3206 - 013 -3620 Is Building Historically Designated YES Miami -Dade Zip 331 38 NO X Flood Zone Contractor's'CompanyNameQuality Roofing Contractor, Contractor's Address 13800 N.W. '1 st Avenue City Miami State Qualifier Name Carlos Arocho State Certificate or Registration No. RC 0 0 5 8 6 2 7 Contact Phone ( 305) 953 -3333 I done # (305) .953 -3333 Florida Zip 33168 Phone# (786) 367 -2029 Certificate of Competency No. 0 0 0 01 78 8 9 E-mail qualityroofingiiil @yahnn _ com Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 2 4 , 000 . 0 0 Square / Linear Footage Of Work: 3 5 0 0 s q f t . Type of Work: DAddition []Alteration DNew ® Repair/Replace ❑ Demolition Describe work: Reroof to a new tile roof . e0/0,411,L T.:1 4, 11 Submittal Fee $ Permit Fee $ Notary $ Scanning $ Radon $ Double Fee $ Violation date: Structural Review. $ CCF $ CO /CC $ Training/Education Fee $ Technology Fee $ DPBR $ Bond $ Total Fee Now Due $ See Reverse side -+ 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 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 COMIVIENCEMENT." 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 appro1ed and a reinspection fee will be charged. 6 Signature (��-``r Owner or Agent The foregoing instrument was acknnowl • : ed before me this . S day of , 20)) , by 12.0 i e� ?n ,) who is personally own to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY NOTARY PUBLIC-ST OF FLORIDA Marylou Hernandez Commission #DD930046 Expires: OCT. 10, 2013 BONDED THRC ATLANTIC BO\-DLNG CO., INC. Signature Contractor The foregoing instrument was acknowledged before me this ,25 day of S.L.14 ` . , 20)41- , by Tar kpro C,%-0 , who is personal�lyJ sown to me or who has produced as identification and why did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires. 0 "1",, Marylou Hernandez Commission #DD930046 ,.••° Expires: OCT. 10, 2013 tokab nau ATLANTIC BONDING CO., INC Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) A RECORDED NOTICE OF CO ENCEMENT MUST BE POSTED ON THE JOB SITE ATTUNE OF FIRST INSPECTION HI • PERMIT NO. TAX FOLIO NO. 11-3206-013-3620 STATE OF FLORIDA, C 1 HEREBY CERTfFY- 4ai this origigal tied in This sift STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 111111111111111111111111111 111111111011111111 C N 2012R0759493 OR Bi: 28326 F'9 2855; (:1P9)) RECORDED 10124/2012 09:2708 HARVEY RUVINP CLERK OF COURT + OUi' TYe FL the mot THE UNDERSIGNED hereby gives notice that improvements will be mad (.7°':` '`;" Official C 20 property, and in accordance with Chapter 713, Florida Statutes, the followh tt tiCLiRK, F_ Circ is provided in this Notice of Commencement. By 1. Legal description of property and street/address: 235 Grand Concourse Miami Shores, Florida 33138 2. Description of improvement. Reroof to a new Tile roof . 3. Owner(s) name and address' Robin Carnev 235 Grand Concourse Miami Shores, Fl 33138 Interest in property. Owner Name and address of fee simple titleholder. N/A 4. Contractor's name and address. Quality Roofing Contractor; Inc. 13800 N.W. 1st Avenue Miami, F1 33168 5. Surety: (Payment bond required by owner from contractor, if any) Name and address. N/A Amount of bond $ 00 6. Lender's name and address: N/A 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section .713.13(1)(a)7., Florida Statutes, Name and address. N/A 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address. N/A 9. Expiration date of this Notice- of Commencement: (the expiration date is 1 year from the date of recording unless a different dat is specified) er4 ( j Signature of Owner Print Owner's Nam Sworn to and *subscribed before me this Notary Public' / /(Print Notary's Name My commission expires: 123.01.52 PAGE 4 10/D4 NOTARY PUB .IC-STATE OF FLO • t A Marylou Herman z cCuuuus5iou #DH93y046 �,,.•° Expires: OCT.10, 2013 BONDED THRU ATLANTIC BONDDIG CO.,INC. Prepared by Marylou Hernandez Quality Roofing Contract ,address: 13800 N.W. 1st Ave Miami, Florida 3316f (305) 953 -3333 ' ROOF ASSEMBUES AND ROOFTOP STRUCTURES u TIE OCT L Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Informations pr �� 19a9 Master Permit No. Process No. -�" Contractor'sName Quality Roofing Contractor, Inc. Job Address 235 Grand Concourse ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile IX Mortar /Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof DI Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) 3 5 0 0 s g f tTptal (SF) 3 5 0 0 s g f t. Low Slope Roof Area (SF) N/A Section B (Roof Plan) Sketch a II a all levels and sections, roof drains, scuppers, overt"' Inclu 1i - , sl t c ions and levels, clearly identify dimensions of ete pare Miami Shores Village INVRIZSTM •� overfIo drains. DATE ZONING DEPT BLDG DEPT SU ECT TO COMPLIANCE WITH ALL FEDERAL BCafiw ,. - REGULATIONS 30 N A a0 -4 15.34 2010 FLORIDA BUILDING CODE — BUILDING Flat White Saxony 900 ' ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 15.36 Florida Building Code Edition 2010 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: Boral Roofing, LLC Notice of Acceptance Number: 12- 0222.03 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculationsp j. -39.1 P2: -68.1 p3: -100.7 Roof Slope: 3 : 12 Steep Sloped Roof System Description Deck Type: wood 1 X 6 Type Underlayment: Ridge Ventilation? N/A Insulation: (1) 301b. ASTM D -226 N/A Fire Barrier: Mean Roof Height: 16 N/A Fastener Type & Spacing: Adhesive Type: �� p 1 1/4" R/S nails 2 row lo/ self adhering Type Cap Sheet: Polystick TU Plus Roof Covering: Type & Size Drip Edge: 3 X 3 26 ga. galvanized 1 2010 FLORIDA BUILDING CODE — BUILDING ■ ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or2. Compare the values for Mr with the values from Mf. If the Mi. valnes are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" 0.1.739.1 xx .313 = 12.23) -Mg: 8.03 =M142' x a .313 .21.32). Mg: 8.03 =M213' 29 (p3, 100.7x?, .313 .31.52) - Mg. 8.03 = 323.49 Product Approval Mf 118.9 Product Approval Mf 118.9 Product Approval Mf 118.9 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height -> Roof Slope 4 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 322 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 282 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F'values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Pea RAS 127" (PI' x L = x w: = 1-W: x cos 0 = Fri Product Approval F' (P2: x L = x w: = ) - W: x cos 0 = Fr2 Product Approval F (P3: x L = x w: = ) - W: x cos 0 = Fr3 Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE7 Mean Roof Height 11 Job Site Roof Slope 0 Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 2010 FLORIDA BUILDING CODE - BUILDING 15.37 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. ?- Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (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 (Le., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. °' Ponding water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. VZ / Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the oof. Own- Agent's Signature Revised on 7/9/2009 LD Date 62-2e Contractor Signature Date MIAMI• COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 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.miamidade.gov /pera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 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 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 and revises NOA #07- 0711.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofmg Sub - Category: Roofmg Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofmg 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 compliance 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 Applicant Dimensions Specifications Description, Saxony 900 1= 17" TAS 112 Flat profile, interlocking, high - w = 13" pressure extruded concrete roof tile 1- 5/32" thick Slate equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Trim Pieces TAS -112 Accessory trim, boosted Barcelona, 1- 9/32" thick Shake & Split Shake Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Identifier 7161 -03 Appendix III 94 -084 94 -060A concrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. Test Name/Report Date Static Uplift Testing TAS 102 & TAS 102(A) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Dec. 1991 May 1994 March, 1994 NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 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. 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain TAS 100 Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 8 Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers Evaluation 25 -7183 Calculations Evaluation Aerodynamic Multipliers Calculations Calculations Two Patty Adhesive Set System Evaluation Restoring Moments Due to Calculations Gravity 130 TAS 112 March 1995 January 2007 April 1999 February 2007 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 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 underlayments 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 the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & 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 (Ibf) Length -I (ft) Width -w (ft) Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 Table 2: Aerodynamic Multipliers - a, (ft3) Tile A, (ft3) A, (ft3) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2 -10d Ring Shank Nails 30.9 38.1 17.2 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 18.2 2 . #8 Screws 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (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 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.32 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 8 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProm 118.9' Polyfoam PolyProTM 40.44 3 Large paddy placement of 45 grams of PolyProm". 4 Medium paddy placement of 24 grams of PolyProTM'. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 43.95 5. Tile -Tite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved ". LABEL FOR SAXONY 900 TILE (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 8 NAIL HOLES -- PROFILE DRAWING 17" WATERLOCK 13" SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) 1 5/32 " (slate) 1 9/32 " (shake) OVERLAY MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 8 MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 8 of 8 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 wwvw.miamidade.eov /asera 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA # 11- 0601.10 and consists of pages 1 through 8 The submitted documentation was reviewed by Alex Tigera. NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 1 of 8 ROOFING COMPONENT APPROVAL Cateeorv: Roofing Sub- Cateeorv: Underlayment Material: SBS , APP Self - Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product 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 Polystick Dual Pro Manufacturing Location #2 Dimensions Roll: 65'8" x 3'3-3/8" 60 mils thick Roll: 65' x 3'33/8" Or 65'x 3' 60 mils thick . Roll: 32' 10" x 3'33/8" 100 mils thick Roll: 65'.x 3'3 3/8" 80 mils thick Roll: 32'10" x 3'33/8" 130 mils thick Roll: 61' x 3'33/8" 60 mils thick Roll: 61' x 3'3-34" 60 mils thick Test Product Specification Description TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolcfmic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. TAS 103 and A fine granular /sand top surface self- adhering, ASTM D 1970 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 file underlayment. TAS 103 and A heavy granuled surface self adhering, APP ASTM D 1970 polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof file underlayment. TAS 103 and A rubberized asphalt self-adhering, glass - ASTM D 1970 fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. TAS 103 and A rubberized asphalt waterproofing membrane, ASTM D 1970 glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 A rubberized asphalt self-adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self-adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof file underlayment. NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test Agency' Test Identifier Exterior Research & Design, LLC 11756.04.01 -1 11756.08.01 -1 02202.08.05 Trinity ERD 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 PRI Asphalt Technologies PRI01111 PUSA - 005 -02 -01 PUSA- 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 RX14E8A DX23D8B DX23D8A Test Name/Report Date TAS 103 04/27/01 ASTM D 1970 08/14/01 TAS 103 08/29/05 TAS 103 08/29/07 • TAS 103 12/04/08 TAS 103 /ASTM D4798 & G155 04/13/09 ASTM D1970 07/01 /10 TAS 103 03/02/11 ASTM D 1623 04/26/11 TAS 103 /ASTM D4798 & G155 09/01/11 TAS 110 /ASTM D4798 & D1970 10/19/11 ASTM D 4977 04/08/02 ASTM D 4977 01/31/02 ASTM D 2523 07/14/03 TAS 103 09/29/06 ASTM D 1970 01/12/06 TAS 103 12/10/07 TAS 103 06/30/08 TAS 103 /ASTM D4798 & G155 07/06/09 TAS 103 /ASTM D4798 & G155 04 /01/08 TAS 103 /ASTM D4798 & G155 11/09/09 TAS 103 /ASTM D4798 & G155 02/18/10 TAS 103 /ASTM D4798 & G155 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 or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 -1/2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks; chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04 /05/12 Page 4 of 8 GENERAL ',MUTATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofimg, 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. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (days) Polystick MTS MTS IR-Xe TU TU Plus TU P Tile Pro Dual Pro Winter Haven, FL. 180 180 180 180 180 180 180 Hazelton, PA. N/A 30 30 180 N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of-Acceptance. Polystick TU, TU Plus, and Tile Pro may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof 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) Tile Profile Polystick MTS Polystick IR-Xe Polystick TU, TU Plus, TU P, Tile Pro 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. Battens are required for both loading and installation of tiles at all times. NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR-Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR-Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 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. NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04 /05/12 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, 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, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter - battens, as required by the 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'/a "/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, 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 ail 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 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved 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. NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04 /05/12 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the 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 = .I' S ACCEPTANCE NOA No.: 11- 1229.01 Expiration Date: 09 /13/16 Approval Date: 04 /05/12 Page 8 of 8 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220- 05 -E-06 St. Paul, MN. 55144 -1000 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.miamidade.Eov /pera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the 'requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTM 2- Component Foam Roof Tile Adhesive AR-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0228.18 Expiration Date: 05 /10/17 Approval Date: 05/10/12 Page 1 of 7 r ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3Mrm 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 3Mrm 2- Component Foam Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 ProPack® 30 & 100 Dimensions N/A N/A N/A Test Specifications TAS 101 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 file adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. 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 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsJFt2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739 -062b[1] 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 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3M rm 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. 11 F: - W F'- 2j MS APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "N' 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. 3MTM 2- Component"Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPacke4 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 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) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 _ 8 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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 properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Pig enough adhesive to achieve 17 to 23 234's tar square inches Incontaetwiththepanth steep pitchapp2eadona 2) Tum covers upslde down. Piece adhesive 1i2tn. To1h6 From outside edge of cover the. Then install the the NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 • SINGLE PATTY NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 179785 Permit Number: RF -10 -12 -1900 Scheduled Inspection Date: March 08, 2013 Inspector: Bruhn, Norman Owner: CARNEY, MIKE ANDROBIN Job Address: 235 GRAND CONCOURSE Miami Shores, FL 33138- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Tile Phone Number (305)758 -9980 Parcel Number 1132060133620 Phone: (305)953 -3333 Building Department Comments RE ROOF TO A NEW TILE ROOF Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passe --,�J Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 07, 2013 For Inspections please call: (305)762 -4949 Page 2 of 4 n . - 1c F•I•E• FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION•INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378- 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 Owner's Name: Job Address: Roofing Contractor: Permit Number: KV. op • t2.- °6, ®o Type of Tile: E''6tx'Lr d� I�t�'° F®x.s4 Approximate Roof Height: ', 0 feet Slope: V: t t Approximate Square Footage: 1, ti 0 0 ft2 Type of Access to Roof: co"- Ladder OtherRequired Testing Fore: 35 lbs. Testing Equipment: F.G.E. 10 x Shi po Instrument Date Installed: 'Z (Il i b Date of Inspection: '2�0 SITE SPECIFIC INFORMATION .Ireilk-w( ) J5-tr TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F 1 ��7i 21 `i� 41 l t 61 :� 81 a. 2 22 42 62 • 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 Jl ` 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 a 40 � 60 e 80 / 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: 61 ft Area Units or ft2 No. of Tests Perimeter 11 lop 34 Field 1 o C 90 Corners '1.2 7.2 Hips & Ridges 4® Z4/ p l t RESPECTFULLY SUBMITTED BY: Vma Vinayagar M. Balakrishnan V Gy( State of Florida Lic # 63107 z3 ■ susisall *ari alma I Emit IiI its I:I1 nil IIIIIRass H ass aRI aa. .a.aa .M1111a# *aaM MAMIWA a - i 11 111111111111111111111.1111111.1111112.111111111111101NNWPAPS113111111111 miansummassikatimusainirmaxiiiiillarMEPAIMPHINIREIR --- 111111 ,2 +- -,' -.rte -- -- /- ; ir.071 -. 4.% mmaa ssi sl►i 111 111 11 %IQSP ` E ` I1 111111 sisllt iC'1 S97 :4 UR$ Ifs ' >:1i 1111111111111111111 TAIMPIIINNIM44411111111111111C1IIMr*greflialliiiiiiia 11111111111111111111111111,M!! ni r4 ', ' 11 1 ait'1i rgalli ISINS 1111121111111231111: LillerF-11111111101111 'm sawaiman2 rf tarainam 11111111111111111* ►i -RatinimminiMINIVIORMI ■■�s11[ l -- ----- itwymrriaii # �ss.��sMifi� ass s san s RLIs -ss s I UR l `1 1 1 . 1 A 2a,aam n m saitamanu us ■ss ulana a usarnSenusstimmaana satl ss' 1 � s k n i!s iass ass � ll uiiisisv '1' t !'i1m,i1 fit i m ilk 1 easai�`ass 1111!111 111 #1iii iiaguitsiitr, <. �[1� � � � ana ann II lag II'RUI RIrr4IsIis ill u Era* irma ancosocianassincanasausiemiancumasamminammana Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NS P- 179780 Scheduled Inspection Date: November 16, 2012 Inspector: Rodriguez, Jorge Owner: CARNEY, MIKE ANDROBIN Job Address: 235 GRAND CONCOURSE Miami Shores, FL 33138- Permit Number: RF -10 -12 -1900 Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Renailing Affidavit Work Classification: Tile Phone Number (305)758 -9980 Parcel Number 1132060133620 Phone: (305)953 -3333 Building Department Comments RE ROOF TO A NEW TILE ROOF Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 16, 2012 For Inspections please call: (305)762 -4949 Page 4 of 17 RE: Permit# RF -1 0 -12 -1 900 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: 11 /8/2012 Carlos Arocho licensed as a (n) Contractor / Engineer / Architect, (Print name and drde License Type) License #: 0 0 0 01 7 8 8 9. FS 468 Building Inspector On or about November 8, 2012 , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at 235 Grand Concourse Miami Shores, F1 '3'3 1 '38 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this �J% %