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RF-12-1312Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 175899 Permit Number: RF -7 -12 -1312 Scheduled Inspection Date: September 04, 2012 Inspector: Bruhn, Norman Owner: BAEDITA, SHEILA & PETER Job Address: 318 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: DENNIS ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number Parcel Number 1132060135160 Building Department Comments TILE REPAIR Inspector Comments Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 31, 2012 For Inspections please call: (305)762 -4949 Page 12 of 29 Miami Shores Village Building Depa: rment 10050 N.E.2nd Avenue, Miami Shot, A. Florida 33138 Tel: (305) 795.2204 Fax: (30:.; 756.8972 INSPECTION'S PHONE NUMBE it: (305) 762.4949 U DING PERMIT APPLICATION FBCZOVi) Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): rfit /I4 Phone#: ) 757-3",27 Address: 311s.' /06 02, 5 City: s State: 4.7r- Zip: .S Tenant/Lessee Name: /-://1Q Phone#: Email: if VED JUL L3 t P e r m i t No. o a —\ 3 Master Permit No. JOB ADDRESS: 3/ S D �a ! 0 57. City: lMiami Shores County: Folio/Parcel #: 1/— 3c L-0/3 " 5766 Is the Building Historically Designated: Yes NO CONTRACTOR: Co any Name: ' 7 ,A �lD i F1 L C - 77.x% °� Phone #:( )S) Sc L6 S� Address:P G? a doe 9:-? `T Q 7 3 City: ?� I , i T 2 &) State: tr 5 Phone#: 5)0251S- Zip: 025 zip: .53 Miami Dade s3/3, Flood Zone: zip: 3 30, Qualifier Name: re-AWQ E 1st State Certificatio or Registration #: >C)/.,1, C) T- Certificate of Com tency #: Q l C'))? Contact Phone �4) 3.2 s F070 Email Address: 5 �O 1 r G.-1'R j C D DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 12 0 Square/Linear Footage of Work: a# *S Type of Work: ❑Addition Description of Work: DAlteration ❑New IRA vg 1e. • A <� 1 • I --,,r epla ❑Demolition Submittal Fee $ Scanning Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ Permit Fee $ 1' L) CCl +' $ Radon Fee $ (9c1,->" 'c CO /CC $ DBPR $ Bond $ Bonding Company's Name (if applicable) v / Bonding Company's Address 1 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 CONI)TTIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accur t,t 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 c ' mmence „ be posted at the job site for the first inspection which occurs seven (7) days after the building permit is is In the of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur Owner or Agent The foregoing instrument was ac , • wledged before me this g day of,,f , 20 /a, by . n%i iJT /64 pl r-q , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: 1,- Print: My Commis ��-- a' .Michelle E Hensley 'My Commission EE 160088 w p Expires 0 111 7/201 6 * * * * * * * * * * * * ** * * * * * * * * * * * * * ** APPROVED BY Contractor The foregoing instrument was acknowledged before me thhis� /i' day off u , 20 , by Ag4Paz5 J l�a1)�S who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Sign: Print: My Co 11 -fir wary ' u �c h Belle E Hensley '� My Commission EE 160088 oi;go� Expires01 /17/2016 i Zoning Clerk OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATIONS RETROFIT FOR STING SITE - BUILT SINGLE FAMILY RESIDENIIAL PURSUANT TO SECTION 553.844 F.S. [Date] 4/4/L To: Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner' s Name i /irc. in 6'4 i 0/774 71704 /711 �,�1���s _ -� 3 % , , Property Address/2 �� /e, Roofing Permit Number Dear Building Official: I [ Property Owner ] certify that I am not required to retrofit the roof to wall connections of my building because: LJ The. just valuation for the structure for purposes of ad valorem taxation in less than $300;000.00. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). gnature of Property Owner Print Name STATE OF FLORIDA COUNTY OF MIAMI DADE Sworn to subscribed before me this /rr day of ,20/Z— % op of Notary Public State of Florida Michelle E Hensley My Commission EE 18008 Expires 01/17/2018 f or Produced Identification When the just valuation of the structure for purposes of 2 :1 valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. C:tD6ameotsad setiguitekiroupd stltioa6T amoa. nktanctPilatO LI CIIROoBoaAted .vitComoliaao9l607.doc Miami-Dade M■ Home Page I oft My Home jardltiaitadvorl Show Me: Property Information Search By: Select Item Text brie; ij Property Appraiser Tax Estimator Property Appraiser Tax Comparison k'j Portability S.O.H Calculator Summary Details: Folio No.: 11 -3206- 013 -5150 Property: 318 NE 102 ST Mailing PETER M BAEDITA &W Address: SHEILA M BAEDITA Living Units: 318 NE 102 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138 -2429 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,468 Lot Size: 8,625 SO FT Year Built: 1939 $50,000/ $171,579 MIAMI SHORES SEC 1 City: AMD PB 10-70 LOT 10 & Legal W112 LOT 9 BLK 38 LOT Description: SIZE 75.000 X 115 OR 15986-0390 0793 1 COC 21702 - 2637 08 2003 1 OR 21702 - 2637 0803 00 Assessment Information: Year: 2011 2010 Land Value. $107,502 $134,378 Building Value: $114,077 $114,093 Market Value: $221,579 $248,471 Assessed Value: $221,579 $246,458 Exemption Information: Year: 2011 2010 Homestead $25,000 $25,000 'nd Homestead: YES YES Taxable Value Information: Year 2011 2010 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $171,579 $50,000/ $196,458 County $50,000/ $171,579 $50,000/ $196,458 City: $50,000/ $171,579 $50,000/ $196,458 School Board: $25.000/ $195.579 $25,000/ $221,458 Sale Information: Ionnn, ACTIVE TOOL :' ZOOMO UT.; Aerial Photograph;r - 2009 0 56ft My Home I Property Information I Property Taxes I My Neighborhood 1 Propertv Appraiser Horne I Using Our Site I Phone Directory 1 Privacy 1 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 Webmaster. Web Site © 2002 Miami -Dade County All rights reserved. Legend Property Boundary Selected . Property Street Highway Miami -Dade County Water W E Mm: "isiro2.1-nianucladeAzov tmhome propmar,, sp 6 14 2012 Owner's Notification Form "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building 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 adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship.: The workmanship provisions of Chapter 15 (High Velocity Hurricane one) are for the purpose of providing that the roofing system mee :s the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearancb, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor.. 2. Renailing Wood Decks: When replacing roofing, the - xisting wood roof deck may have to be r nailed 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 Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck if the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. P anding can be an indication of structural distress and may require the review of a professional structural enl ii eer. 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 correctf:d. 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 Florida Building Code, Plumbing. 'f M 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior o the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result i.:i extending the service life of the roof. Owner's /Agent's Signature: Contractor's Signature: Property Address: Date: d / Permit Number: file: / / /q/Documents %20and %20Settings / sky / Desktop /SECTION_I524[1].htm9 /27/2007 5:46.06 AM if iv. Florida Building Code Ed High Velocity Hurricane Zone Uniform Pe Master Permit No. ECM s Name n Section A (Gen Inf • Pr • 9 New Roof Miami Shores Village ECT 0 CCNIPLIANCE WTi}i ALL FEDERAL ROOF CATE60R TATE AN Cr UN , ( r?LLES AND REGULATIONS ❑ Mechanically Fastened Tile Ci2KMortaretTile ❑ Metal PaneIShingles ❑ Wood Ss/Shakes Are there Are there Gas Vent Stac 2 Yes U Type: Natural❑ LPGXU ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Re- Roofing ❑ Recoverin epair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (S Section B (Roof :Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include, dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. iarsaisraresaraamramsiaresraamar■ reraMrsa UMI Mrm■MMiN msarerrrreseaerr ■■a rm mM A■■■■/■■■ Ir■■■ M■■■■■■■■■■■■ ■■■■■■ ■its■■■■riN■i■■ ■ ■>t■■■■ir ■ ■■■■MMMNt■■■■■ ■■ _.._._ rmm■■ernammmmmm■m■mmmmmesemm ■ r■rrr■rm■■■■mmmmmmmmmr ■r■ ■U■n.o..�.- :w.riiimm MINNIMMOMIMMINANNIMMINUMMININIMMINIMMUMMINIMOMMUMMOINNIMErnim IMMMMNMMMAMUNMMMMMMMMMMNNMNMMNMMMMMMMMMMMMMMMMMIMNMNMMMMNIWMMMMMM in mmm ■mr ■mmmilm■maesermm ■mmmrmda_. - ,W 4mm ■rmmm'!1■ Iaamaa % Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform 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 Application Form Attachments Required See List Below Low Slope Applicatiion A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 12.3.4.5,6,7 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 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing/ /Calculation Documentation 123_01-48 12/09 PAGE 1 1 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D ( Steep Sloped Roof System) Roof System Manufacturer: ((1909 , '21 ' 0 `' I Notice of Acceptance Number: cam- I Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: ` P2: -.1.) P3:� D° ;� Maximum Design Pressure i--) ` 3 (From the NOA Specific System)P' ' Method of tile attachment: �,�T'J 1 1e eDr-d) 1n „°) (ter S -ems Roof ope: 01 I12 Steep Sloped Roof System Description, Deck Type: CD ype Underlayment: nsulation: Fire Barrier: Ridge Ve lation? Ar astener Type &Spacing: c� dhesive Type Mean Roof Height: 13 s)), 61;1� :17) ” ype Cap Sheet: Jr-Ns cenne m� oof Covering: Type & Size Drip Edge: ,, ( \v 123_01 -48 12/09 PAGE 4 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based file systems, choose either Method 1 or 2. Compared the values for Mrwith the values from M f. If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127".—). (Pl: x Mg: G•i2 =Mil NOA 11M —1 (P2: um a - ab? @ ? ,�l - Mg: (, 75? = Mr211.32, NOA ME c '3 (P3: - _ i " - Mg: • dt NOA M, Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA M, Mr Required Moment Resistance* Mean Roof Height — Roof Slope 1 2: 2 15' 3:12 322 20' 25' 36.5 344 38 .0 *12 5:12 6 :12 7:12 28A 264 24.4 30.1 28.0 259 30' 39.7 374 35.1 31.6 32.8 29A 30.5 27.1 28.2 *Must be used in conjunction with a list of momen used tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method Compared the values for F' with the values for Fr. If the F' values are grey ' than or equal to the Fr values, for each area of the roof, then the tile attachm method is acceptable. Method 3 "Uplift B : ' Tile Calculations Per RAS 127" (PI: z1: = z w:= —W: z cos B: = Fr,: NOA F' (P2: z1: = z w:_ ) —W: cos 0: = Fr2: NOA F' (P3 : z 1: = z w: = ) — W: z cos B: = Frg: NOA F' Where to Obtain Information Description Design Symbol P1 orP2 orP3 Where to find 40' 422 39.8 37.3 34.9 324 30.0 RAS 127 Table 1 or by an engineming mmlysis prepared by PE based cnASCE 7 Mean ' Height Restoring M Slope H 8 due to Gravity M, Mc Job Site Job Site NOA NOA NOA Regaitedamt Rica Calculated MinimumAttarthment Resistance NOA Required Uplift Resistance F: Calculated Ave Tile Weight w NOA 1= length w= width NOA All calculations must be submitted to the Building Official at the time ofpemdtapplication. 123_01 -48 12/09 PAGE 5 HIAMMADE -- DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF AC Boral Roofing LLC. 7575 Irvine Center Drive, Suit ine, CA. 92618 ANCE NOA MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov/Tiera SCOPE: This NO is • m _ 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 . ' ' roved as described herein, and has been designed to comply with the Florida Building Code in :the High :: i ` cane Zone o " , 'do. Building Code. LABELIN 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 ofthis 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 NOAH 09-0422.10 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12 -0308.1 Expiration Date: 01/02/13 Approval Date: 06/2 age 1 of 6 OOFING ASSEMBLY AP OVAL Category: Roofin Sub - Category: Roo Material: g Tiles ncrete This approves a system using Spanish S Concrete Roof Tile, as manufactured Boral Roofing LLC in Pompano Beach, FL., and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in com, fiance with RAS 127 u .tng the values listed in the installation section herein. The attachment calculations as a moment based system. Applicant Spanish `S' Concrete Roof Tile Trim Pieces Test Product Dimensions Specifications Description I = 18" TAS 112 High profile, interlocking, one- piece, 'S' shaped, w = 10 -1/2" high -pressure extruded concrete roof tile equipped min. 3/4" thick with two nail holes. For direct deck nail -on, mortar set or adhesive set applications. 1= 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. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II P0647 -01 P0402 94-084 94 -083 25- 7183 -4 Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail-On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik-Drive Screws, Direct Deck) Date Dec. 1991 Dec. 1991 Aug. 1994 Sept. 1993 May 1994 April 1994 Feb. 1995 NOA No.: 12 -0308.11 Expiration Date: 01/02/13 Approval Date: 06/21/12 Page 2 of 6 SUBMITTED EVIDE e The Center for Applied Engineering, Inc. Redland Technologies The Center for Applied Engineering, Inc. Nutting Engineering Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering Test Identifier 25-7214-3 Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -78 13343.1 520111 -3 520191-2-1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations 13343.1 cation 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. 3.7 May be installed on slopes 7:12 and greater Test Name/Reuort Static Uplift Testing PA 102 (1 Quik-Drive Screw, Direct Deck) Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Physical Properties TAS 112 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25 -7848-6 25 -7183 Restoring Moment Due to Gravity Two Patty Adhesive Set System Physical Properties TAS 112 Date March, 1995 Aug. 1994 Oct. 1994 June 2007 Dec. 1998 March 1999 Oct 2007 February 1996 April 1996 December 1996 March 1995 August 2007 April 1999 March 2009 NOA No.: 12 -0308.11 Expiration Date: 01/02/13 Approval Date: 06/21/12 Page3of6 LATIO 4.1 Spanish `S' Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Spanish `S' Tile 9.64 1.5 0.865 Table; . - toting Moments due to Gravity - Mg (ft-Jbf) Tile Profile Table 2: Aerodynamic Multipliers - X (ft3) 3 ":12" 4 ":12" 5 ":12" Tile Profile 7":12" or greater A. (ft3) Batten Application Di X. (ft3) Deck Appticatio Spanish `S' Tile Direct Deck : attens NIA Battens 0.263 Table; . - toting Moments due to Gravity - Mg (ft-Jbf) Tile Profile 2":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7":12" or greater Spanish `S' Tile Battens Direct Deck Ba . s Direct Deck : attens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck N/A 6.87 \ ` /A 6.78 /A 6.67 N/A 6.52 N/A 6.34 N/A 6.16 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck I (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Spanish 'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 N/A 1 -10d Smooth or Screw Shank Nail 5.1 6.8 N/A 2 -10d Smooth or Screw Shank Nails 6.9 9.2 N/A 1 .#8 Screw 20.7 20.7 N/A 2 .#8 Screws 43.2 43.2 N/A 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 N/A 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 N/A 2 -10d Smooth or Screw Shank Nails (Field CUP) 27.6 27.6 N/A 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 N/A NOA No.: 12 -0308.11 Expiration Date: 01/02/13 Approval Date: 06/21/12 Page 4 of 6 Table 6: Attachment Resistan Expressed as a Moment Mr (ft -I •, for Two Patty Adhesive Set Systems Tile e Tile App ica ion .. ;;�'nimum Attachment - is Tile Profile S • - nish 'S' Tile Adhesive' 29. - - ufactures com • • • nent - • • royal for in • ' on - • ' - I. - . •- ex i • le Products Company TileBond Average wei . ht . er • - 10. _ . •- . • - 3M - o •.• - . - - :: - , ive AH -160 Average weight per patty 8 grams. Table 7: - Mf(ft -lbf) - Mf (ft -Ibf) Tile Profile Attachment Resistance Expressed as a Moment for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Spanish 'S' Tile 3M' M 2- Component Foam Roof Tile Adhesive AH- 160 66.53 3M' M 2- Component Foam Roof Tile Adhesive AH- 160 38.74 3 Large paddy placement of 63grams of 3M' 2- Component Foam Roof Tile Adhesive AH -160. 4 Medium paddy placement of 24grams of 3M"m 2- Component Foam Roof Tile Adhesive AH -160. 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 ". BORAL ROOFING LLC SPANISH `S' CONCRETE ROOF TILE (POMPANO BEACH, FL.) (LOCATED ON UNDERSIDE OF TILE) NOA No.: 12 -0308.11 Expiration Date: 01/02/13 Approval Date: 06/21/12 Page 5 of 6 - Mf(ft -lbf) Table 8. Attachment Resistance Expressed as a Moment for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Spanish 'S' Tile Mortar Sets 24.5 5 Tile -rite Roof Tile Mortar. 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 ". BORAL ROOFING LLC SPANISH `S' CONCRETE ROOF TILE (POMPANO BEACH, FL.) (LOCATED ON UNDERSIDE OF TILE) NOA No.: 12 -0308.11 Expiration Date: 01/02/13 Approval Date: 06/21/12 Page 5 of 6 BUILDING PERMIT REQUIREME S 6.1 Application for building pe 6.1.1 This Notice ofAcce ce. shall be accompanied by copies of the following: ocuments required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS SPANISH `S' CONCRETE ROOF TILE (POMPANO CH, FL.) END OF THIS ACCEPTANCE NOA No.: 12 -0308.11 Expiration Date: 01/02/13 Approval Date: 06/21/12 Page 6 of 6 MIAMPDADE? COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DMSION TICE OF AC The Dow Chemical Company 1605 Joseph Drive -200 Larkin Center • MI 48674 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315-2599 ANCE (NOA www.maamidade.gov/building/ 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 i ..:: • _ s as s es ` - r- in, and has been designed to comply with the Florida Building Code inclu. • r : is a High Velocity Hurricane Zone o Florida Building Code. D RIPTION: TILE BOND' Roof Tile Adhesive L ELING: Each um s ; = with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 08 -0512.18 consists of pages 1 through 9. The submitted documentation was reviewed by Alex TiQera_ NOA No.: 11- 0616.03 Expiration Date: 08/23/16 Approval Date: 08/18/11 Page 1 of 9 ROOFING COMPONENT AP : OVAL Category: Roofing Sub Category: Roof T Adhesive thane SCOPE: This approves TILE BONDTM Roof Tile Adhesive as manufactured by The Dow Chemical Company, as described in this Notice of Acceptance, designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in com.liance with RAS 127, using TILE BONDTM Roof Tile Adhesive, and where the attachment culations sh . i ► sone as an moment based system. RODUCT DESCRIP N: Man ctured by Applicant Dimensions Product Description TILE BOND' Roof Tile Factory premixed canisters Single component polyurethane foam roof tile Adhesive adhesive MIAMI-DADE CO MY APPROVED NOA No.: 11- 0616.03 Expiration Date: 08/23/16 Approval Date: 08/18/11 Page 2 of 9 VIDENCE SUB I D: Test Identifier Test Name/Report Date Center for Applied Engineering 25- 7512 -1 TAS 101 01/25/96 25- 7512 -2 TAS 101 01/25/96 25- 7512 -3 TAS 101 01/25/96 25-77512-4 TAS 101 01/25/96 25 -7781 Physical Properties Testing 11/07/96 257794-2 SSTD 11 -93 10/03/96 South Research Institute 01.8366 -014 ASTM E108 -95a February 1997 Walker Engineering, N/A Evaluation of Test on a Two -pad 12/16/97 Inc. System Celotex Corp. Testing 520111 -1 TAS 101 12/28/98 Services 520111 -2 TAS 101 12/28/98 520111 -3 TAS 101 12/28/98 520111-4 TAS 101 12/28/98 520111 -7 TAS 101 12/28/98 520111 -8 TAS 101 12/28/98 520111 -12 TAS 101 12/28/98 520135 -3 TAS 101 02/01/99 520135 -4 TAS 101 02/01/99 520135 -5 TAS 101 02/01/99 IBA Consultants Inc. 4848 -8 TAS 101 05/19/08 4848 -7 TAS 101 05/19/08 4848 -6 TAS 101 05/19/08 4848 -5 TAS 101 05/19/08 4848 -4 TAS 101 05/19/08 4848 -3 TAS 101 05/19/08 4848-2 TAS 101 05/19/08 4848 -1 TAS 101 05/19/08 Trinity ERD D9840.09.09 TAS 110 09/17/09 MIAMI-DADE CO APPROVED NOA No.: 11- 0616.03 Expiration Date: 08/23/16 Approval Date: 08/18/11 Page 3 of 9 TYPICAL PHYSICAL PROPER Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2842 ASTM E 96 ASTM D 2126 osed Cell Conten ASTM D 2856 LIMITATIONS: 1. Fire classification is part of this acceptance. 2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. Results 1.83 lbs. /ft 3 14.31 psi 31.2 lbf @ 180°F, 65% RH for 120 days, concrete to concrete 2.21% absorbed by Volume 3.00 Perm / Inch -0.47% Volume Change @ - 40 °C., 2 weeks -4.05% Volume Change @70 °C., 100% Humidity, 2 weeks 86.3% 3. TILE BOND Roof Tile Adhesive shall solely be used with flat, low, medium, and high tile profiles. 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 5. Roof Tile manufactures acquiring acceptance for the use of TILE BOND' Roof The Adhesive roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F -w 6. F'— 2 MS NOA No.: 11- 0616.03 Expiration Date: 08/23/16 Approval Date: 08/18/11 Page 4 of 9 INSTALLATION: 1. TILE BOND Roof Tile Adhesive may used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of TILE BOND Roof Tile Adhesive. 2. TILE BOND Roof Tile Adhesive 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 TILE BOND Roof Tile Adhesive shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. TILE BOND Roof Tile Adhesive roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and The Dow Chemical Company TILE BOND'm Roof Tile Adhesive Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by The Dow Chemical Company. 5. Pressure treated wood filler block shall be required on all eave course of all tile profiles, except on two piece barrel tile 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after TILE BOND Roof Tile Adhesive has been dispensed. 7. TILE BOND Roof Tile Adhesive 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 Minimum patty Weight per tile (grams) Contact Area (Square inches) :,;,-„a•ww- '- :. - 11.1 19.5 edium Pr. • - #2 < 11.0 19.5 High Profile ( Head) High Profile (Nose #3 2 . 11.0 19.5 Two Piece Barrel #4 11.6 20 Roof Tile Adhesive containers shall comply with the Standard Conditions listed BUILDING PERMIT REQUIRE ►, NTS: Any do a r f . i he Building Official or applicable building code in order to properly evaluate the installation of this system NOA No.: 11- 0616.03 Expiration Date: 08/23/16 Approval Date: 08/18/11 Page 5 of 9 ADHESIVE PLACEMNT DETAIL LOW (FLAT) PROFILE DETAIL #1 NOA No.: 11- 0616.03 Expiration Date: 08/23/16 Approval Date: 08/18/11 Page 6 of 9 NOA No.: 11- 0616.03 Expiration Date: 08/23/16 Approval Date: 08/18/11 Page 7 of 9 HIGH PROFILE DETAIL #3 NOA No.: 11- 0616.03 Expiration Date: 08/23/16 Approval Date: 08/18/11 Page 8 of 9 BARREL PROFILE DETAIL #4 END 0 THIS ACCEPTANCE MIAMI -DADE COUNTY APPROVED NOA No.: 11- 0616.03 Expiration Date: 08/23/16 Approval Date: 08 /18/11 Page 9 of 9