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RF-09-1081Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 118024 Scheduled Inspection Date: December 02, 2009 Inspector: Bruhn, Norman Owner: TRACY, HELEN Job Address: 1270 NE 95 Street Miami Shores, FL Permit Number: RF -6 -09 -1081 Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number Parcel Number 1132060144060 Phone: 786- 277 -9540 Building Department Comments THE REPAIRING OF SEVERAL TILE ROOF LEAKS Passed Qz, /4) Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments December 01, 2009 For Inspections please call: (305)762 -4949 Page 1 of 18 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. RT O- 1o6-1 Master Permit No. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) j-4e.1 - "e-acy Owner's Address 12f70 WE E 9 5 Se K0 cityMA41.04 State MVMEMEITI iit JUN 2 62009 a Phone# 305-7 - 0 / 01 zip 3 3 i Tenant/Lessee Name Phone # Job Address (where the work is being done) I lk10 NE 9s 7 'f7 City Miami Shores Village County Miami -Dade Zip 33/3 d� FOLIO / PARCEL # zz® too 1144oc,® Ler"54 (o+E%7 75- Is Building Historically Designated YES NO P� Contractor's Company DName y� Ka/ w�. 'RO i V o 1c- Phone # Contractor's Address ` i©' 30)( 531 ©5) M City M 6ko reS State FL Zip )53 Qualifier Name 2O M.-1 1"<ar/t%a -)ek n State Certificate or Registration No. Certificate of Competency No. 10 b L3 S 30S r7-514 DJ gl Phone # 0000 rJ Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ r 00 Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration ['New Describe Work: 1 ►1e.. re- !' cCiri y ev'erQ MRe air/Re lace [' Demolition JUN 2 G e ..� Submittal Fee $P'Dt D Permit Fee $ * * * * * * * * * * * * * * * ** * * * * * * * * * ** Notary $ Scanning $ C1,00 Training/Education Fee $ Radon $ * * ** Fps************* *** * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ /.150 Crete- -- Technology Fee $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 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, BOTLRRS, 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. Owner or Agent The foregoing instrument was acknowledged before me this 1_ The fo g instrument was ackno day of page____, 2001, by t(D3e May who is personally known to me or who has produced P who is Contractor day ,2f,by As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires. * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) me or who has produced entification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * ** i3.90-07 Plans Examiner Engineer Zoning ROOF ASSEMBLIES AND ROOFTOP STRUCTURES MMMETIVff- SUN 2 6 2009 Florida Building Code Edition High - Velocity Hurricane Zone Uniform Permit Application BYoeo__!l Section A (General information) Master Permit No. j Process No. Contractor's Name 1`tj /illlV& Pill w Job Address la go Nv q+`' S Q E.ow Slope o Asphaltic Shingles 0 New Roof Slope Roof Area (SP). RRSFATEGOBY 0. Mechanically Fastened Tile Panel/Shingles • MetaL 0 Prescriptive BUR -RAS 150 ROOF TYPE 0 Reroofing ©Recovering di Repair C] Maintenance ROOF SYSTEM T Steep Sloped Roof Area (SF) Total (SF) 3 a 350 Section. B (Roof Plan) Sketch Roof Plan: illustrate aft levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions af.eievated pressure zones and Iocation of parapets. .. • • 11111111111111iiiiiiiiiiiii11111115111111110/111111111111111111111111111111 •• 11111111111111111111lik111111111111111111!!!!!!.1111111111111111111111111111 1111:1111111111111Mitilt1111111111111111111111111111111111111111111111111111111111111 • • • • ••• 15.32 �.••• • 41 • . .,. . ...... • • • • . •• • ••• • . .. • •• •• .. PLO A BULbINW WOE IBUILDiitG SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. , ka 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues 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. Renalting Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in rdance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building 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 work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be 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 Florida Building Code 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 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. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ov oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. Tar 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. It may be beneficial to consider additional venting which can result in extending the service life of the roof. er's/Agent's Signatu roper y Eiddr+ 315' - -- R if Q20o5,CcynptW$enrices Bulking Departnenf bet A .. • . ...... • . • • • • • ..... . ... • ...... • . .... .... • • .... • (,,/(,07 4441 Date Contractor's Signature ermit Number MIAMPDAD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) NIIAMI DADE COUNTY, FLORIDA MJ3TRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony (Shake, Slate, Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or 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. .. •s... • .. .. OOOOOO •• • ThiSrenew$ anal're1i'ses 1DA.#02- 1205.06 and consists of pages 1 through 8. Thesubneit decuirientatioa auvas reviewed by Alex Tigera. • • • • .. • • .. •. .. • • • • .... • .... .... ... .... .... • • ... • • • • .. • • ... .. .. • .... • . • • • • • • • • • • • • • .... • NOA No.: 07- 0'710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 1 of 8' ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Flat Profile Roofing Tiles Concrete 1. SCOPE This renews and revises a system using Monier Lifetile Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Monier Lifetile LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Monier Lifetile LLC 1 =16'!? TAS 112 Saxony (Shake, Slate w = 12-3/8" and Split Shake) Tile .6" thick Trim Pieces 1= varies w = varies varying thickness TAS 112 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Thew-en "•APPtied : . Er neei g.f►fc • • • ::. • •• .. • .. ... • • • • • •• • • .. • • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • ••. • • • ••• • • • • • • • • • • • •• •• • • • • • • • • • • •• •• • • 7161 -03 Appendix III 94-084 94-060A 25- 7183 -6 25- 7183 -5 Product Description Flat, interlocking, high pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik Drive Screws, Battens) Date Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 NOA No.: 07-0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 2 of 8 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering 3. MUTATIONS 25- 7214 -1 25- 7214 -5 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #M1)C -77 520109 -1 520111-4 520191 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calculations 129 Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Static Uplift Testing PA 101 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 25-7584 25-78041)-8 25- 7804 -4 & 5 25- 7848 -6 25-7183 Two Patty Adhesive Set System Restoring Moment Due to Gravity TAS -112 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Dec. 1998 March 1999 June 2007 February 1996 April 1996 December 1996 March 1995 April 1999 June 2007 Jan. 2007 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. :" • �� : Onclerlayment shall be in compliance with the applicable Roofing Applications •. •; ;Staid 'dS tsielisection 4:1 herein. • • 3'5 S8 /9d hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. • •• •.3.6 • his"accep ante• it for wood deck applications. Minimum deck requirements shall be in • • • • • cgmp nCe�v th applicable building code. • •• • ••• • • • • • • • ••• ••• •. • • • ••• • • • • • • • • • • • • • • • • • • •• • •. ••• • • NOA No.: 07-0710.05 Expiration Date: 12116/12 Approval Date: 09/07/07 Page3of8 4. INSTALLATION 4.1 Monier Lifetile Saxony (Shake, Slate and Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w Tile Profile Weight W (Ibf) Length -1 (ft) Width -w (ft) Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile 11.8 1.375 1.02 Table 2: Aerodynamic Multipliers - X (ft3) Tile ) (ft3) I (ft) Profile Batten Application Direct Deck Application Monier Lifetile Saxony (Shake, Slate and Split 0.185 0.200 Shake) Tile Battens Direct Deck Table 3: Restoring Moments due to Gravity - M1 (ft-Ibf) Tile Profile 2 ":12° 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.63 7.14 6.56 7.07 6.47 6.97 6.34 6.83 • 6.18 6.66 6.02 6.48 •• ••• • • • • • Of • • o• • • • • • • • • • • • • • •• •r• •4 • • • •• •• • 00 ••• • • • • • • • • • • • •• • • •• • • • • •• • • • • • • • • • • • • • • •• • • • • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • •• *0 • • *00 • • NOA No.: 07- 0710.05 Expiration Date: 12116/12 Approval Date: 09/07/07 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min.19/32" plywood) Battens Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile 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 Screw 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 6: Attachment Resistance Expressed as a Moment Mt (ft lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile Adhesive 31.33 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• •• • •• ••• • • • • • • • • • • • • • •• • • •• • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • • ••• • • NOA No.: 07- 0710.05 Expiration Date: 1211+6/12 Approval Date: 09/07/07 Page 5 of 8 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile PolyProT"' 118.94 PolyProTM 40.4b 3 Large paddy placement of 45 grams of PolyProm'. 4 Medium paddy placement of 24 grams of PolyPrem. Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile Mortar Seth 43.9 5 Tile -ride Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• •• • • • •• • • • • • • • • • •• ••• • • • • • • • • •• • • • • • •• • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • ••• • • Or BORAL- LIFETILE MONIERLIFETII.E LLC, SAxorY TILE (LAKE WALES FL) LOCATED UNDERNEATH TJLE NOA No.: 07 -0710 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 6 of 8 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. NAIL HOLES PROFILE DRAWINGS 13/16 ° (slate: 15/16 ° (shalt 170 / OVERLAY WATERLOCK 12318° MONIERLIFETILE SAXONY CONCRETE ROOF TILE (SLATE MODEL) •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• •• ••• • • • • • • • • •• • • • • • • •• • • • • • • • • • • • •• • NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09/07107 Page 7 of 8 • •• •••• • • MONIERLIFETILE SAXONY CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERLIFETILE SAXONY CONCRETE ROOF TILE (SHAKE MODEL) • .. ... • • • • • • • • • • • . • • • .. ••• •. • •••• • • • • • • • • • • .. .. • • • • • • • •... ••• • .• • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • END OF THIS ACCEPTANCE NOA No.: 07-0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 8 of 8 MIA MI•DAI BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA MEMO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Folypro A11160 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 mamifacture 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 NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The s ubmitled docun tation was reviewed by Jorge L. Acebo. • • •• •.. •• • • • •• • • • • • • • •• •• • • • •••• •••• • • ••• • -c' an"�,,:_ ••• • • • Fi • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • ••• • • •• ••• • • • • •••. • • ••• • •• • • • • • • • • • •• • NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13106 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, 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 Polypro All 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• •• • • • • •• • • r'�ri.T ! • • • • • • • • 's'c c,. • • • • • • • • -. .1 >S •• ••• • . ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • 0 •• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 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- 0621[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. Polypro® 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 Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. / i • NV .• ••• • • • • • • ••• �i2 • • . • _ • MS • •• ▪ ••• •• • .. •• .. • �c . • • • • • • • • • • • .• • • • • • • �, Fr " • • • • • • . •• • ••• • • • • ••• • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • •• •• • • • •• •• •.• • • • 0 •• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 INSTALLATION: I. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® A11160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® A11160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AHI 60 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypr000 AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH160 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. .• • • Y • • • • • • • • • • • •• ••• •• .• • • • • •• • • • • • • ••• • • • • ••• • • • •• • • • • • • • • • • • •• • • • • • •• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY * (Beneath lU$ Woophole Eave come IMP edge I) Place enough s in sabot f achieve 11 to pan the 3 \ deep tappAea�re Ma$°lc* **men' sire inches U wfth cpantOe 2 Tam o irk Mace adlasive1121e of cover tile. To I in Rem Thee SSA %tile. Und day ent •• ••• • • • • • • • • • • • • • • •• • • ••• • • • • • • • • •• • • • •• • • • • • • • • • • • • •• • • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • top portion o} the eave comae corer tae. Add to second comae of pen ties. Ensure eore end of pan and ewer tilesere Bush at ewe Ana. Eave cbsme Weeplmle Oster shown) Optional Poltava Mods ea fob Edna Fascia NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • • • • • • • Y ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY .. ••• • • • • • Si •• ••• •• • • • •• •• • • • • •• • • • . • • • • • • • • • • • • • • • • •• • • • • • • •• • ••• • • -• • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••. • • • 4041 • • NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY • . ••• • • • • • • • • • • • . • . • • • • •• • • • • • • • •• • • • • ••• • •• ••• 00 • • • •• •• • •• ••• • i • •• •• • • •••• •• • • • • • • • •••• • • • •.O • • • • •• • • • • � • • • • •.. • cT --- -� • • • • • • • "S� • . • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7