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RF-11-1305
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 162250 Permit Number: RF -7 -11 -1305 Scheduled Inspection Date: November 07, 2011 Inspector: Bruhn, Norman Owner: PEREZ, CARIDAD Job Address: 735 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060141990 Phone: (305)953 -3333 Building Department Comments RE -ROOF COLORTHRU TILE Passed / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments November 04, 2011 For Inspections please call: (305)762 -4949 Page 9 of 42 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 SITE SPECIFIC INFORMATION Owner's Name: c Ae (pA Q �' Job Address: 735 Nt.'e- 9 4 5t M1,41Itit t Roofing Contractor: 6Z0 pd k tg- y ?Do , Permit Number: ta' ' ' 11*, d % ®.F Type of Tile: H&.-". W I O D ea Veda- ® 4D-. 5 T Approximate Roof Height: t '. feet Slope: 3 % 1,7Z Approximate Square Footage: 2,e°0 ft2 Type of Access to Roof: Ladder OtherRequired Testing Force: 35 lbs. Testing Equipment: F.G.E. 100x Shimpo Instrument Date Installed: FQ ` t 2. - I i Date of Inspection: I t - a Q ° Q 4 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 '`.:. j _A 21 9I- ® g 41 42 F4.0Lal t 61 62 81 82 2 22 3 23 D 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 4 70 90 11 31 It 51 71 91 12 32 52 T 72 92 13 33 53 73 93 14 34 54 74 94 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 • 40 � 60 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: 1 ft Area Units or ft2 No. of Tests Perimeter Gt ® ® Field 'e l o p 7 Corners (4. t 4. Hips & Ridges 9I- ® g RES ECTFU_(LLY {SUBMITTED BY: 91e FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB, LLC Miami- Dade Lab Certification # 07-0612.11 Job Address: 3 5 Km 4 '5t., AM % 5 crtiv aG-5 a Ft. 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W lt711-1 c 1 A b k$ *«.tD d -ep-cc 4 111 o t� ; Tai o ■ irc 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 JUL 2 o icik6 BUILDING Permit No.41 1) 305 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOF Owner's Name (Fee Simple Titleholder) Caridad Perez Phone # ( 305) 758 -6056 Owner's Address 735 N.E. 94 Street City Miami Shores Tenant/Lessee Name Email State F1 Zip 33138 Phone # Job Address (where the work is being done) 735 N . E . 94 Street City Miami Shores Villa a County Miami -Dade Zip 33138 FOLIO /PARCEL# 11-3206-014-1990 Is Building Historically Designated YES NO X Flood Zone Contractor's Company Name Quality Roofing Contractor, Ie# (305) 953 -3333 Contractor's Address 13800 N . W . • 1st Ave City Miami State F1 Zip 33168 Qualifier Name Carlos Arocho Phone# ( 786) 367 -2029 State Certificate or Registration No. RC 0 0 5 8 6 2 7 Certificate of Competency No. 0 0 0 017 8 8 9 Contact Phone Carlos or Marylou E -mail qualityroofing88 @yahoo.com Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 15 , 0 0 0.0 0 Square / Linear Footage Of Work: 1 9 0 0 sqf t . Type of Work: DAddition ❑Alteration ONew [j Repair/Replace 0 Demolition Describe Work: Reroof to a new colorthru tile roof. * *, *, **** **** * **** * * * * *** * * *** *** * * * *,u* Fees * * * *, *, , * * * * * * * *, ***** * *** * * * * * * * *** * * * ** ** Submittal Fee Sg.C..) Permit Fee $ _ e)e) c C CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Total Fee Now Due $ ac7Goo- See Reverse side -> Structural Review. $ a y 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 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 rei i spection fee will be charged. Signature Owner or Agent Signature �_- Contractor The foregoing instrument was acknowledged before me this /3 The foregoing instrument was acknowledged before me this 13 day of , 20 G 1 , by ear; (taxi- fe fe. 2 , day of , 20 /L, by Cuff ®a Area .iR , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: --- Print: NOTARY PUBLIC -S ATE OF FLORIDA "' Marylou Hernandez My Commission Expires: :Commission # DD930046 Expires: OCT. 10, 2013 BONDED THRU ATLANTIC BONDING CO., INC. NOTARY PUBLIC: Sign: Print: FLORIDA My Commission Expires '•. Marylou Hernandez Commission #DD930046 Expires: OCT. 10, 2013 BONDED THRU ATLANTIC BONDING CO., INC. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY I-.:)v // Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07XRevised 06/10/2009) Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Caridad Perez Date:Jul 13, 2011 Property Address: 735 N.E. 94 St Miami Shores, F1 33138 Roofing Permit Number: Dear Building Official: Caridad Perez certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large /3 day of 2011 NOTARY PLBLIC•STATE OF nORIDA "' Marylou iiarnandu Commission #DD9,OO4 '1/4„ / Expires: OCT. 10, W13 BONDED THRD ATLANTIC BOND1<0O When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,00.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Property Information Map My Home Miami -Dade County, Florida Property Information Map Aerial Photography - 2009 0 28 ft This map was created on 7/13/2011 10:44:38 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 1 MIAMI DARE Summary Details: Folio No.: 11- 3206 - 014 -1990 Property: 735 NE 94 ST Mailing FELIPE PEREZ &W Address: CARIDAD Living Units: 735 NE 94 ST MIAMI Adj Sq Footage: SPRINGS FL Lot Size: 33138 -2914 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,500 Lot Size: 12,900 SQ FT Year Built: 1952 $50,000/ $80,345 MIAMI SHORES SEC 3 City: PB 10 -37 LOTS 18 & 19 Legal BLK 67 LOT SIZE Description: 100.000 X 129 OR 20122 -2636 12 2001 4 OR 20122 -2636 1201 01 Assessment Information: Year: 2010 2009 Land Value: $195,862 $204,949 Building Value: $117,122 $124,997 Market Value: $312,984 $329,946 Assessed Value: $130,345 $126,919 Exemption Information: Year: 2010 2009 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: . 2010 2009 $0 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable disqualified as a result of Value: Value: Regional: $50,000/ $80,345 $50,000/ $76,919 County: $50,000/ $80,345 $50,000/ $76,919 City: $50,000/ $80,345 $50,000/ $76,919 School Board: $25,000/ $105,345 $25,000/ $101,919 Sale Information: Sale Date: 12/2001 Sale Amount: $0 Sale 0 /R: 20122 -2636 Sales Sales which are Qualification disqualified as a result of Description: examination of the deed View Additional Sales http: / /gisims2.miamidade. gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 7/13/2011 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 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained: i2. 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. 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. �" vi Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. l� P 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. PPonding 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. (� P 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. i. e_ F 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 roof. Owner /Agent's Signature Date Revised on 7/9/2009 LD —%a2 (31, Contractor Signature �� Date ROOF ASSEMBLIES AND ROOFTOP STRUCTURES JUL 2 01 I Florida Building Code Edition High Velocity Hurricane Zone Uniform Permit Appl Miami Shores Village APPROVED BY DATE 7-02-fr/7. r ZONING DEPT /�� BLDG DEPT 007 I4hipTO COMPLIANCE WITH ALL Y, 1 A ri- AND COUNTY RULES AND REGULATIONS Sactinn A (General Informatin�, Master Permit No Process No. Contractor's Name Quality Roofing Contractor, Inc. Job Address 735 N.E. 94 Street ❑ Low Slope ❑ Mechanically Fastened Tile II;I Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof al Reroofing ❑ Recovering ROOF SYSTEM INFORMATION ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) N / A Steep Sloped Roof Area (SF) 1 9 0 0 Sqf Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scu o ow Ins. Include dimensions of sections and levels, clearly Identify dimensions of elevated press zo s an loca n parapets. L 2 i FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Sactinn n ( Staep Sloped Roof System) Roof System Manufacturer: Hanson Roof Tile Notice of Acceptance Number: 10-0706.07 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1: -45.1 P2: -78.6 P3: -116.2 Maximum Design Pressure (From the Product Appproval Specific System): 86.61 Steep sloped Roof System neccriptikn Deck Type: wood 1 X 6 Roof Slope: 3 : 12 Ridge Ventilation? NIA r— Type Underlayment: ( 1 ) 301b. ASTM D -226 1 `\ Insulation: r N/A Fire Barrier: r N/A Mean Roof Height: 13' Fastener Type & Spacing: 1 / 4" R / S nails a °�, ! 12 Adhesive Type: r self adhering Type Cap Sheet: r Polystick TU. Plus Roof Covering: I Hacienda Double roll, Type & Size Drip 3 X 3 26 ga., 1 Edge: galvanized FLORIDA BUILDING CODE — BUILDING laps o/c ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Section F (Tile Calculetlnns) For Moment based tile syst ems, choose either Method 1 or 2. Compare the values for Mr with the values from Mp If the Mr values are grew 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' (p1 :45.1 x .289 " 13.03 - Mg: 6.81 Mrt 6.23 (1,2: 78.6x 1< .289 = 22.72 . Mg: 6.80. 45.92 (P,: 116.2 x .289 .33.55 - Mg: 6.80 = 4.78 Product Approval Mr86•61 Product Approval Mf86.61 Product Approval *86.61 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mr Mean Roof Height •-, Roof Slope 1, 15' M, required Moment Resistance* 20' 25' 30' 40' 2:12 34.4 36.6 38.2 39.7 42.2 3:12 32.2 34.4 38.0 37.4 39.8 4:12 30.4 32.2 '33.8 36.1 37.3 6:12 28.4 30_1 31.8 32.8 34_9 6:12 28.4 28.0 29.4 30.6 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Browurd County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for f" with the values for Fr. If the F values are greaterthan or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (Pt: x L = x a: = _� - W: x cos 0 = F t Product Approval F (P2: x L = x w: _ � - W: x cos 0 = Product Approval F (P3 x L x w• = ) - W: x cos 8 = F s Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis Prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slone 0 Job Site Aerodynamic Multiplier 2 Product Approval Restoring Moment due to Gravity Ma Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance M8 Calculated Minimum Attachment Resistance F, Product Approval Required Uplift Resistance Fr Calculated Average The 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. FLORIDA BUILDING CODE - BUILDING MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 346 Ave Deerfield Beach, FL 33442 MIAMI -DADE COUNTY, FLORIDA METRO -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 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. DESCRIPTIONL Hanson Hacienda Double Roll 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 revises NOA No. 09- 0928.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. (NOA No.: 104706.07 ( Expiration Date: 12/16/12 Approval Date: 09 /15/10 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tile Concrete 1. SCOPE This approves a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Sound; Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed 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 Length: 171/4" Hanson "Hacienda" Width: 13" TAS 112 %2" thick Trim Pieces Length: varies Width: varies Varying thickness 2.1 EVIDENCE SUBMITTED Test Agency Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. TAS 112 Test Identifier 7161 -03 7161 -03 7161 -03 P0402 P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 94 -060B 94 -084 25- 7094 -1 25- 7094 -7 25- 7094 -4 Product Description Low profile, interlocking, extruded concrete roof tile equipped with two nail hole and double roll ribs. 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 PA 102 PA 102(A) PA 108 Withdrawal Resistance Testing of screw vs. smooth shank nails PA 108 PA 108 Date Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 July 1994 Aug. 1994 PA 112 Sept. 1994 PA 101 PA 101 PA 102 PA 102 PA 102 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 10-0706.07 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 2 of 6 Test Agency Test Identifier Test Name/Report Date Project No. 307025 PA 100 Oct. 1994 Test #MDC -76 25- 7183 -1 PA 102 Feb. 1995 25- 7183 -2 PA 102 Feb. 1995 25- 7214 -2 PA 102 March, 1995 25- 7214 -6 PA 102 March, 1995 Celotex Corporation Testing Services 528454 -2 -1 520109 -2 PA 101 Sep. 1998 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 IBA Consultants, Inc. 2381 -249 3. LINIITATIONS TAS 112 09/20/07 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set rile applications, a static field uplift test in accordance with TAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards Listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Hanson Hacienda 10.0 1.4375 1.08 NOA No.: 10- 0706.07 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 3 of 6 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) For Nail -On Systems Table 3: Restoring Moments due to Gravity - Me (ft-Ibf) Table 2: Aerodynamic Multipliers - A (ft3) 3 ": 12" Tile Profile 5 ": 12" A (ft) Batten Application 0.267 A (ft3) Direct Deck Application 0.289 Hacienda Tile Battens Direct Deck Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) For Nail -On Systems Table 3: Restoring Moments due to Gravity - Me (ft-Ibf) Tile Profile 3 ": 12" 4 ": 12" 5 ": 12" 6 ": 12" 7 ": 12" or greater Hanson Hacienda Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.92 6.80 5.82 6.69 5.70 6.55 5.56 6.39 5.41 6.22 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 Hanson Hacienda Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 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 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fasteners are located a min. of 2W from head of tile. NOA No.: 10- 0706.07 Expiration Date: 12/16/12 Approval Date: 09 /15/10 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile Adhesive 26.13 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile Polyfoam PolyProTM 86.614 Polyfoam PolyProTM 45.53 4 Large paddy placement of 54grams of PolyProTM. 5 Medium paddy placement of 24grams of PolyProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) For Mortar Set Systems Tile Profile Tile Application Attachment Resistance Hanson Hacienda Tile Mortar Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". Hanson HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF 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.: 10-0706.07 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 5 of 6 FASTENER HOLES PROFILE DRAWINGS OVERLOCK UNDERLOCK �APPROVED� 13, HANSON HACIENDA CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 10- 0706.07 Expiration Date: 12/16/12 Approval Date: 09 /15/10 Page 6 of 6 MIAMI•DADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315.2590 F (786) 315 -2599 www.mlamidade.aov/buildlord SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:■ Polystick MTS, IIt - -Xe, TU, TU Plus and TU P 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#09- 0806.07 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11- 0203.02 iExpiratlon Date; 09/13/11 Approval Date: 04/21/11 Page 1 of 6 ROOFING COMPONENT APPROVAL Categorv: Sub - Categorv: Material:, 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 (Facer of Membrane Labeled in Orange or Black Ink) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Roofing Underlayment SBS , APP Self- Adhering Modified Bitumen Dimensions Roll: 65'8" x 3'33/8" 60 mils thick Roll: 65'8" x 3'3-3/8" 80 mils thick and 67" x 36" 80 mils thick Roll: 32'10" x 3'33/$" 100 mils thick Roll: 65'8" x 3'3-34" 80 mils thick Roll: 32'10" x 3'3 -3/8" 130 mils thick Test Product Specification Descrintion TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefmic film on the upper surface for use as an underlayment for metal roofmg, roof tile, slate tiles and shingle underlayment. TAS 103 and A fine granular /sand top surface self - ASTM D 1970 adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 MANUFACTURING PLANTS: 1. 555 Oakridge Road, Hazelton, PA 2. 621 Sniveley Avenue, Winter Haven, FL A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self- adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass - fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 2 of 6 EVIDENCE SUBMITTED: Test Atzencv Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. Test Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 #P5110.08.07 P10870.09.08 -R1 P10870.04.09 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 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Renort TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM .D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 .08/29/05 08/29/07 12/04/08 04/13/09 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 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 - %z" 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- 0203.02 Expiration Date: 09 /13/11 Approval Date: 04/21/11 Page 3 of 6 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS and TU Plus may be used in asphaltic shingles, wood shakes and shingles, non - structural metal 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. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. The following membranes manufactured in Winter Haven, FL Plant; Polystick MTS, IR Xe, TU, TU P and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick TU Plus manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick IR -Xe and TU manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 30 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. 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 and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR Xe is limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR -Xe Polystick TU, TU Plus TU P FIat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Polystick MTS shall not be used in direct-to-deck applications. Battens are required for both loading and installation of tiles at all times. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. act APPROVED 6 Roofing isles (6 Max Per Stack) 12 NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 4 of 6 GENERAL LIMITATIONS: (CONTINUED) 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR Xe, TU, TU Plus and TU P may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, 1R-Xe, TU, TU Plus and TU P as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus and TU P is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back- nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass 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. NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 5 of 6 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch /slopes of 7"712" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"112 ", 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 all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 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. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 6 of 6 MIAMNDiADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.aov /buildiue/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No,: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, 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+l AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polypro 4714 AH 160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list 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 1.61bs. /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. NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 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- 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. Polypro AH160 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. —W 2 F'— MS NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that Iists 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® AH160 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 Roofmg Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 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 ProPacke? 30 & 100 dispensing equipment only. 7. Polypro 4D AH 160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro ID AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #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 a74 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 property evaluate the installation of this system. NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhestvetoaWdeve17to2$ ��'� fon square Inches In contact with the pan tile steep pitch applications 2) Tum covers upside doom. P aca adha Ive 1121 ` ilk it T deadgeoTCOreUle .Q Then Install the tile. %/ /// Nab through plastic arrant top pallor Mho cave course:overtne. Abut to second coarse of � tiles. Ensure cave end and cover tIlea fluehateaveUna Eevectosum Waephote Furls (mortar shown) NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy (between tile) (under tile) • Jx3 in. Single paddy on under- layment Single paddy under tile Single paddy on top of tile course In. X71n. medium else paddyeave Fascia course only ECO APPROVED Nail through plastic cement Single paddy under tile Underlayment Single paddy between tile 2 ht x 7 In medium cos paddy onyave Ccourse Oniy t•eln.x 3 in. Single 4 in. paddy on under - layment Single paddy on top of tile 4/16 Erre Course Fascia Weephole Save eloeum Drip edge END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7 RE: Permit' #RF -7 -11 -1305 Miami Shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 8/9/11 Carlos Arocho licensed as a (n) Contractor / Engineer / Architect, (Print name and drde License Type) License* CC# 000017889 On or about 8/9/11 FS 468 Building Inspector , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at 735 N.E. 94 Street Miami Shores, Fl 33138 (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 q day of Notary Public, Sate of Florida at Large Dtl NOTARY PUBLIC•STATE OF FLORIDA ""••,, Marylou Hernandez . Commission #DD930046 Expires: OCT. 10, 2013 BONDED THRII ATLANTIC BONDING CO., INC. *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof urith permit # and address # dearly shown marked on the deck for each inspection Revised on 5/21/2009 1 11111111111 11111 11111 11111 11111 11111 1111 1111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE J08 SITE AT THE OF FIRST PERMIT NO. 1).)( NO. 11- 3206 - 014 -1990 STATE OF f•LORIDA: COUNTY OF MIAMI -DACE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 793, Florida Statutes, the following information is provided in this Notice of CFN 2011R0492174 OR Bk 27768 P9 1990; (1P9) RECORDED 07/26/2011 10:20:24 HARVEY RUVIN, CLERK OF COURT 11IAIII -DARE COUNTY? FLORIDA LAST PAGE 1. Legal description of property area street/address: 735 N.E . 9 4 Street Miami Shores, Fl 33138 2. Description of improvement: Reroof to a new Tile roof . 3.Owner(s) name and address: Caridad Perez 735 N.E. 94 Street Miami Shores, F1 33138 Interest in property: Owner Name and address of fee simple titleholder: N/A • 4. Contractor's name and address: Oualitv Roofing Contractor, -Inc . 13800 N.W. 1st -�,- ��. - Li 5. Surety. Payment bond required by owner from contractor, if 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 oth provided by Section 713.14(lXa)7., Florida Statutes, Name and address: N/A may be served as 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 dill t date is spec gnature of Owner Print Owner's Sworn to and subscribed before me this /3 ed) .Notary Public Print Notary's Name My commission expi 123.01-52 P/GE 4 8/02 Prepared by Marylou Hernandez (J .20)/ . Quality Roofing -Contract Add 13800 N 1 c - Ave= Miami, F1 33168 (305) 953 -3333 UlMYYU1 UL- b1?di. r r Vries s ' Marylou Hernandez fi s Ccmmission#DD930046 ' ; Expires: CCT.10 2013 $QTI6EE?T4 M. i i.. Ti(. BCiNDLNG CO., WC.