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RF-13-2296
Inspection Worksheet Miami Shores Village • 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 203678 Permit Number: RF -10 -13 -2296 Scheduled Inspection Date: November 26, 2013 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: , BANKUNITED Work Classification: Tile Job Address: 35 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Phone Number Parcel Number 1132060130240 Contractor: A&J ROOFING CORP Phone: (305)599 -2782 comments RE -ROOF TILE TO TILE NSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 200841. Missing renailing —1?9 affidavit Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 25, 2013 For Inspections please call: (305)762 -4949 Page 25 of 32 RE: Permit # RF ) C � rl ?) e � 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: 1 ,6 Y ,-3 l e r re-r o licensed as a (n) Contractor / Engineer / Architect, 4 Print name and circle Ucense Type) FS 468 Building Inspector License #: / -3-2,?03 f On or about V / //"( LCN ?did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at'J (Complete Job Site Address) Based upon that examination I have determined the installation was dote 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. My WMIMK i EE 19250f1 Sworn to and subscribed before me this f� day of !� SSRE8:Apd127,2016 Thru NoWY PUbcundernnrxs Notary Public, Sate of Florida at Large *General, Building, Residential, or Roofing Contractors or any individual certified under 488 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each Inspection Revised on 5/21/2009 4 rc A P. IL A Bo I � Cm November 22, 2013 A &JRoofing 4337 E 11 Ave Hialeah, FL 33013 RE: TILE UPLIFT TEST PROJECT INFORMATION PROVIDED BY THE CLIENT: 35 NE 92 St Miami Shores, Florida Folio #: 11- 3206 -013 -0240 Permit#: RF 10 -13 -2296 Date inspected: November 21, 2013 Date completed by: November 15, 2013 Roofing Contractor: A & J Roofing Company Carlab, Inc Project # 13 -7794 Testing lab Certificate #: 09- 0127.04 Dear Sirs, In accordance with your request and authorization, a representative of Carlab, Inc completed the Roof • Tile Uplift Test at the above referenced-project. This testing was performed ingeneral- accordance-•with Roofmg Application Standard TAS No. 106 Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was estimated to be less than 2500 square feet, and the mean height of the roof is estimated to be less than 20 feet above ground surface. The type of tile used for this project was reported to be Boral Slate 13" Flat Roof Tile. This tile was reported to have been foamed in place. At the time of this testing at least one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were performed. These results are valid at the time of testing only, walking on the roof surface or any other type of disturbance may loosen the tiles and alter the results of this test. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for your review: Should you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfullubmitted, Sergio Labiste, PE 61733 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 Test Test load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass TILE UPLIFT TEST FOR 35 NE 92 St Miami Shores, Florida Project#:13 -7794 Test Test load (lbf) Test Status 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass. 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass Test Test load lbfj Test Status 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass .83 35- . Pass.... 84 35 Pass 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass 95 35 Pass 96 35 Pass 97 35 Pass .98 35: Pass., 99 35 Pass 100 35 Pass 101 35 Pass 102 35 Pass 103 35 Pass 104 35 Pass 105 35 Pass 106 35 Pass 107 35 Pass 108 35 Pass 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 *FAX: 305.226.0438 Test Test load (lbfl Test Status 109 35 Pass 110 35 Pass 111 35 Pass 112 35 Pass 113 35 Pass 114 35 Pass 115 35 Pass 116 35 Pass 117 35 Pass 118 35 Pass 119 35 Pass 120 35 Pass 121 35 Pass 122 35 Pass 123 35 Pass 124 35 Pass 125 35 Pass 126 35 Pass 127 35 Pass 128 35 Pass 129 35 Pass 130 35 Pass 131 35 Pass 132 35 Pass 133 35 Pass 134 35 Pass 135 35 Pass 136 35 Pass 137 35 Pass 138 35 Pass 139 35 Pass 140 35 Pass 141 35 Pass 142 35 Pass 143 35 Pass 144 35 Pass 145 35 Pass 146 35 Pass 147 35 Pass 148 35 Pass 149 35 Pass 150 35 Pass 151 35 Pass 152 35 Pass 153 35 Pass Test Test load (lbf) Test Status 154 35 Pass 155 35 Pass 156 35 Pass 157 35 Pass 158 35 Pass 159 35 Pass 160 35 Pass 161 35 Pass 162 35 Pass 163 35 Pass 164 35 Pass .165 35 Pass, 166 35 Pass 167 35 Pass 168 35 Pass 169 35 Pass 170 35 Pass 171 35 Pass 172 35 Pass 173 35 Pass 174 35 Pass 175 35 Pass 176 35 Pass 177 35 Pass 178 35 Pass 179 35 Pass 180 35 Pass 181 35 Pass 182 35 Pass 183 35 Pass 184 35 Pass 185 35 Pass 186 35 Pass 187 35 Pass 188 35 Pass 189 35 Pass 190 35 Pass 191 35 Pass 192 35 Pass Test Test load Test (lb Status 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 N LEGEND + FIELD TEST - PERIMETER TEST z w O CORNER TEST J a U N V 1 T. �' .. .. f F544 C A l-Z L A ]B, I N C. EMINEM AND PLANNM CERTIFICATE OF�AUTHORIZATION 6419 8730 B.W. 25 Sr, BG"% FL 33164 TM 303 2813512, FAX: 30.5 2260438 .. ..... . APPROX, ROOF TEST LOCATIONS AND DIMENSIONS Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 35 NE 92 ST OCT 0 8 2013 FBC 20 Permit No. Master Permit No. 9F B ROOFING City: Miami Shores County: Miami Dade Zip: FoliolParcelo. 11- 3206 - 013 -0240 Is the Building Historically Designated: Yes NO Flood Zone: 33138 OWNER: Name (Fee Simple Titleholder): BankUnited Phone# J� own 811 S115— Address: 7815 NW 148 ST City: Miami Lakes Ste. FL Zip; 33016 Tenant/L.essee Name: N/A Phone#: A S 9 Q 9I 13 Email: bblight 9? 1ha kaw d Nin CONTRACTOR: Company Name: A & J Roofing Cote Phone#: 305-599-2782 Address: 4337 E 11th ST City: Hialeah Ste; FL Zip; 33013 Qualifier Name: Miguel Guerrero Phone#: 305 - 598 -2782 State Certification or Registration #: =1328038 Certificate of Competency #: Contact Phone#: 305 - 599 -2782 Email Address: DESIGNER Architect/Engineer: Phone#: Value of Work for this Permit: $ �, �� ' � SquareiL. —F�000 e of Work: p(7'�� ' Type of Work: DAddition OAlteration a ONew _ i epair/Repl�ace q p ODemolittion Description of work: Reroof Tile To Tile Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ is t3 u�u c� a�0 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature O Agent Contractor The forego�in1 instrument was acjk�nowlefdged before me this day of00- Pt r , 20 a, by (L 9 K S who is nersonaUvjg10wn to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Si Print My Commission Expires: 10-3-1 (.0 The foregoing instrument was acknowledged before me this day of 2013, by ®d s® ��-e',O who is,personally known to the or who has produced APPROVED BY U,Cf Plans Examiner Structural Review (Revised 3112 /2012XRovised 07110/07XRevised 06/1012MXReviseai 3/15109) and who did take an oath. NOTARY Sign: Print: V '� My Commission Expires: s � .,, O ys At r+` W COMMISSION # EE irm EXPIRES• Apd 27.2016 ee��, �asaa�+�x *+�axaexa.� ef`t►nde�w�tE Zoning Clerk IN THE CIRCUIT COURT OF THE ELEVENTH JUDICIAL CIRCUIT IN AND FOR MIAMI -DADE COUNTY, FLORIDA CFH 2013RO4 62960 OR Ok 28672 P'ss 3329 - 3330; (2pss) RECORDED 0611112013 10 :4027 GEED DOC, TAX 1r 663.60 HARVEY RUVINY CLERK OF COURT MIAMI -DADE COUNTYP FLORIDA BANKUNITED GENERAL JURISDICTION DIVISION Plaintiff(s) I Petitioner(s) Case No: 10007367CAD1 vs. Section: 24 SUISSA, ALAIN , et al. Doc Stamps: $1,665.60 Defendant(s) / Respondents(s) Surtax: $0.00 Consideration: $277,600.00 CERTIFICATE OF TITLE The undersigned clerk of the court certifies that a Certificate of Sale was executed and filed in this action on May 23, 2013, for the property described herein and that no objections to the sale have been filed within the time allowed for filing objections. The following property in Miami -Dade County, Florida: was sold to: BANKUNITED C/O BankUnited 7815 NW 148th Street Miami Lakes, FL, 33016 r.. Rev. MW ON - SEE ATTACHMENT - WITNESS my hand and the seal of this court on June 06, 2013. 1 Harvey Ruvin, Clerk of Courts Miami -Dade County, Florida Book28672/Page3329 CFN #20130462960 Page 1 of 2 OR BK 28672 PG 333 0 LAST PAGE CERTIFICATE OF TITLE Case No: IGOD7367CAOI LOT 15 AND 16 IN BLOCK 2 OF AN AMENDED PLAT OF MIAMI SHORES SECTION NCI. 1, AC:COROM TO THE PLAT THUOF, AS RECORDED IN PLAT BOOK tO, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI -DARE COUNTY, FLORIDA. A/IKJA 35 NORTHEAST 92 STREET, MIAMI SHORES, FL 33138 C r• Rev.1OWD0® L Book28672 /Page3330 CFN #20130462960 Page 2 of 2 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2"d Ave Miami Shores, Fl 33138 Re: Owner's Name: BANKUNITED Property Address: 35 NE 92 ST MIAMI SHORES, FL 33138 Roofing Permit Number. Date: 09/27/2013 Dear Building Official: certify that I am not required to retrofit the roof to wall connections of my building because: e 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. u The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name LIS N ^ to #e of Florida $ S unty of Dade e undersigned, being the first duly swfom, deposes and says that he /she is the owner for the a e property mentioned. wfom to and subscribed before me this day of ►� C5 % otary Public, Sate of Florida at Lar jm� • • °�o. . When ow just valuadon of Ore structure W purpose of ad valorem taxdm is equal to or tare then $300.00040, and the bWWbV was not constructed wah FBC nor a 1994 �►�S j LL _ sFBC. Then you mead provide a b flft appffc dw from a General Contractor for die Roof to Wad connection Hurricane Mddgatton. RevW an 501W r Miami -Dade My Home My Home Show Me: Property Information u Search By: Select Item � M Text only •' Report Homestead Fraud Property Appraiser Tax Estimator IJ Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details- Folio No.: 11- 3206 - 013 -0240 Pro ert : 35 NE 92 ST Mailing BANKUNITED ddress: SINGLE FAMILY Beds /Baths: 815 NW 148 ST MIAMI Floors: LAKES FL Living Units: 3016- Prooertv Information: Primary Zone: 1000 SGL FAMILY - 2012 2101 -2300 SQ LUC: 0001 RESIDENTIAL - Building Value: SINGLE FAMILY Beds /Baths: /2 Floors: 1 Living Units: 1 d' Sq Footage: 1,848 Lot Size: 12,800 SQ FT ear Built: 1950 $257,426 MIAMI SHORES SEC 1 $50,000/ MD PB 10 -70 LOTS 15 16 BLK 2 LOT SIZE Legal 100.000 X 128 OR Description: 19438 -2353 12 2000 1 COC 22315 -0507 05 $257,426 2004 1 OR 28672 -3329 $25,000/ 051312 Assessment Information: Year: 2013 2012 Land Value: $166,188 $142,725 Building Value: $167,006 $187,64 Market Value: $333,194 $330,36 Assessed Value: $312,652 307,42 Exemption Information: ear: 1 2013 1 2012 Homestead: 1 $25,000 11 $25,000 12nd Homestead: I YES I YES Taxable Value Information: Year: 2013 2012 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $262,652 $257,426 County: $50,000/ $50,000/ $262,652 $257,426 City: $50,000/ $50,000/ $262,652 $257,426 School Board: $25,000/ $25,000/ $287,652 $282,426 Sale Information: Page 1 of 1 Aerial Photography - 2012 0 113 ft MV Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home I Using Our Site I Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at gisomiamidade.gov. Web Site © 2002 Miami -Dade County. All rights reserved. http://gisims2.miamidade.gov/myhome/propmap.asp Legend Property Boundary Selected Property �0 Street Highway Miami-Dade County . Water R W E S; 10/8/2013 t 1 ' Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form Section-0 (Steep.Sloped Roo# Systeml Roof System Manufacturer: Notice of Acceptance Number: 71��9 Oel< Minimum Design Wind Pressures. NApplicable (From RAS 127 or Calcuhidons): Maximum Design Pressure From the NOA SpecifIcSysteft �Q Method of the attachment: Z--' Steep Sloped Roof S_„ystem Description Type: Dock �� Roof Slope: :12 Ridge Ventilation? N Mean Roof Height iaG. Fly X ®R & Size Drip Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form Section E Me Calculations) For Moment based the systems, choose tither Method 1 or 2. Compared the values for M,v th thevalaes koni Mt► Vdm Mrvalues are greater than or equal to the Mr values, for each area of the roof, then the file attachment method Is sable. 1�+ Method 1 "Moment Based T e Calcai flo Per RAS 127' (P ), PO s r%r � _ Mg: . `f' ° KI NOA Mr AP' 2'_ I). , ROO. l , �G : MR. - .. 5 NOA r* (PaCA321 !11' -Mg: ° 7 NOA Mr� Method 2 "SbapUf3ed Tile Calculation Per Table Below - Required Moment of Ralstance (M,) From Table Below NOA &4 M. Required Moment RealstancO Roof alope IV 20' 28' 30' 40' 30A 322 37.3 64*12 29A 28.0 29A 30J *Must be used In conjunction with a Uet of moment based t1le systems endorsed by the Broward County Board of Rda and Appeals. For UpUft based the systems use Method 3. Compared the values for F' With the values for F,. If the F' values are greater than or equal to the F, values, for each area-of the roof, then the file attachment modtod is acceptable. Method 3 "IIplidi Based THe Cakulations Per RAS 127" F,{_ NOAF' (Ps:�zL•___ °_z w: °mil- Ws_xcos8:_ffi F ,2:_ NOAF' (P3: _,,, x t:., -_ z w: ° _ _ } - W: z ais B: = F,a: _ NOA F' Where to Obtain Information Desari on bol Where to find Ded4arns" o PIOOZOM RAS 127T 1 a an oa 7 Root Site Radftp 0 lob 99 A SD A A1tseLASSt Mt OA Memtat Resl�aoe r NOA R9q CURER A NOA a+wkLh AHaRkWatimBnn to stem of Florida Building Code 2010 Edition High Velocity Hurricane Zone Unifonn Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Awlication Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 415,617 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.5.4.5,6,7 Metal Roofs A,B,D 1,2,3,4.5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,8,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations Genersi Umltations Applicable Detail Drawings S. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances S. Municipal Permit Application 6. Owners Notification for Roan Considerations rRiPRooffAg On 7. Anv Re u red Roof Testln /Calculation Documentation ' Owner's Notification Form HVHZ 2010 "Dellveri"o Excrllr— Every Day° SECTION 1524 HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. W12. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). ® 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. ® 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. ® 5. Ponding water: The current roof system and/or deck of the building may not drain well add may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed Ponding conditions should be corrected. ® 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida- licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's/Agent's Sigj35 re: Date: 59 1 F277/F25713 Contractor's Signatu Permit Number: Property Address: NE 92 ST MIAMI SHORES#FL33-138 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 RER - 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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony (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. This renews NOA# 12- 0308.25 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. Miar�tioE►oE courrrtr E NOA No.: 12- 0904.12 � Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 1 of 8 MI AM MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov /Pera Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - 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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony (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. This renews NOA# 12- 0308.25 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. Miar�tioE►oE courrrtr E NOA No.: 12- 0904.12 � Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews and revises a system using Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Boral Roofing 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 Product Applicant Dimensions Specifications Description Monier Lifetile LLC 1= 16 %Z" TAS 112 Flat, interlocking, high pressure extruded concrete Saxony (Shake, Slate and w = 12 -3/8" roof tile equipped with two nail holes. For direct Split Shake) Tile .6" thick deck or battened nail -on, mortar or adhesive set applications. Trim Pieces I = varies TAS 112 Accessory trim, concrete roof pieces for use at hips, w = varies rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) The Center for Applied 94 -084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 94 -060A Static Uplift Testing March, 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 25- 7183 -6 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25- 7183 -5 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Battens) The Center for Applied 25- 7214 -1 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik -Drive Screw, Direct Deck) NOA No.: 12- 0904.12 MIAMWADE COUNTY= Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 2 of 8 2.2 EVIDENCE SUBNIITTED: Test Agency Test Identifier Test Name/Report Date The Center for Applied 25- 7214 -5 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik -Drive Screw, Battens) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix H PA 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -77 PA 100 Celotex Corporation Testing 520109 -1 Static Uplift Testing Dec. 1998 Service 520111 -4 PA 101 Celotex Corporation Testing 520191 -1 Static Uplift Testing March 1999 Service PA 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier June 2007 Walker Engineering, Inc. Evaluation Calculations 25 -7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 1996 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Calculations Restoring Moment Due to Gravity June 2007 Nutting Engineering 129 TAS -112 Jan. 2007 3. LaffrATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be 'in compliance with applicable building code. NOA No.: 12- 0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 3 of 8 4. INSTALLATION 4.1 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 (lbfl Length -1(ft) Width -w (ft) Saxony (Shake, Slate and Split Shake ) Tile 11.8 1.375 1.02 Table 2: Aerodynamic Multipliers -,% (f e) Tile Profile A, (ft3) Batten Application (ft3) Direct Deck Application Saxon Shake, Slate and Split Shake Tile 0.185 0.200 Table 3: Restoring Moments due to Gravity - Mg (ft -lbf) Tile 2 "•12" 3 "•12" 4 "•12" 5 "•12" 6 "•12" 7 "•12" or Profile greater Saxony (Shake, Slate and Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct I 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 Split Shake) Tile NOA No.: 12- 0904.12 MAMMAOE coin Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH -160. Average weight per patty 8 grams. (min 15/32" plywood) (min. 19/32" 4 Medium paddy placement of 24 grams plywood) Saxony (Shake, 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw 7.3 9.8 4.9 Slate and Split Shake) Tile Shank Nail 2 -10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1 -10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2 -10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Cl1 2 -10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) Table 6: Attachment Resistance Expressed as a Moment Mf (ft -lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxon Shake, Slate and Split Shake Tile Adhesive'31.3 118.9 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH -160. Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony (Shake, Slate and Split Shake) Tile 31VI 2.-Component Foam Roof Tile Adhesive AH -160 118.9 3M 2-Component Foam Roof Tile Adhesive AH -160 40.4 3 Large paddy placement of 45 grams 4 Medium paddy placement of 24 grams APPROVED NOA No.: 12- 0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 5 of 8 Table 8: Attachment Resistance Expressed as a Moment - Mf(ft -lbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Saxon Shake, Slate and Split Shake Tile Mortar Set5 43.9 s Tile -Tite 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 BORAL ROOFING LLC, SAxoNY TILE (LAKE WALES FL) LOCATED UNDERNEATH TILE 6. BUILDING PERmn REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 12- 0904.12 MMIOADECOU Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 6 of 8 PROFILE DRAWINGS SAXONY CONCRETE ROOF TILE (SLATE MODEL) 1 "( 16 " ( k Rm SAXONY CONCRETE ROOF TILE (SPLIT SHAKE MODEL NOA No.: 12- 0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 7 of 8 SAXONY CONCRETE ROOF TILE (SHAKE MODEL END OF THIS ACCEPTANCE L APPROVED J NOA No.: 12- 0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 8 of 8 MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMTMNG, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovAaera 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144 -1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTM 2- Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shill be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. P NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser 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 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Prove Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content 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./Fe 3.1 Perm / Inch +0.07% Volume Change @ -40'F., 2 weeks +6.0% Volume Change @158 °F., 100% Humidity, 2 weeks 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 01/16/95 257818 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[l] 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 LIlVIITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3Mrm 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F W 2 F'= MS NOA No.: 12- 0228.18 W MI•DADE COUNTY Expiration Date: 05/10/17 ... � � Approval Dater 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof file assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 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. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, Mali Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34/ an N/A Flat, Low, I-ligh Profiles #2 24 N/A Flat, Low, High Profiles #3 8 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3 MTm 2-Component Foam Roof Tile Adhesive AH- 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. Nail through plastic cement Undarlayment 1 10 Eave course Em Closure ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Paddy (Beneath Tile) Fascia Eave course o*. Keep adhesive approL 41n, up from weepholes Nall through plastic cement Paddy (Beneath Tile) Underlayment 10 In. 2 IrL Eave Coarse Eave Closure Eave course onty K% P p from adhesive a roL 4 In, up Fascia weepholes Nall through plastic cement Undeflayment 101n. 2 Eave course Eave course 0*. Keep adhesive apprwL 41n. up from weepholes Paddy (Beneath Tile) ,-'` Fascle "I Weephols Eave closure UP edge 1) Place enough adhesive to achieve 17 to 23 Optional 2A for Nag through plastic cement square Inches In contact with the pan Me deep Pitch applications 2) Turn covers upside down. Place adhesive 1121n. To 11n. From outside edge of cover file. Then Install the ill& 0 Undarlayment 0 Remov top portion Sheathing of the 0 worse cover Me. Abutto second course of Optional pan Co Ensure save end of PoInWp Mortar pan and cover dies am on longitudinal flush at save One. edges of Me Eave closure Weep ols Fascia Bo (mortar shown) I NOA No.: 12-0228.18 MIAMI-DADECO Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 4 a ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Paddy (Beneath Tile) Nall through Plastic cement Paddy (Beneath Tile) Underlayment Undeflayment 71n. i 2 In. :,,,c 2 In. Eave Course Fascia Fascia % Weephole Eave Course Eave closure Ea" Closure Drip edge Nall through Plastic cement Paddy (Beneath Tlle) Undedayment 71n. o Eave Closure Em Course Fascia NOA No.: 12-0228.18 IMILAMMAIDE COUNTY Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 11 1 0 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement paddy Nall through plastic � �sa' (between tile) 0 undedayment Paddy (under tile) 10' Single paddy h n.x 3 In. 3 In x 3 In. I under In. Single 4 In. 2 in. Single paddy on 211 . paddy on under• layment under- layment Single Eave course paddy on top of tile Singl,paddy 2 In. X 7 In. medium Eave Course % o �P, of file n top I size paddy save Fascia course only Nall through plastic cement Single paddy under the Single paddy between the Jr 3 ln.x 3 In. 41n. Single paddy on underlayment 2 n. Single paddy Eave Closure on top of Ole 2 in. x 71n. medium Eave Course sire paddy save course only Fascia END OF THIS ACCEPTANCE Single paddy under file Single paddy between file 2 In. x 7 In. medium size paddy save course only < Fascia Weephole Eave closure - Drip edge NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7