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RF-12-1778
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 178972 Scheduled Inspection Date: March 11, 2013 Inspector: Bruhn, Norman Owner: OBENOUR, JAMES Job Address: 1370 NE 103 Street Miami Shores, FL Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Number: RF -9 -12 -1778 Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number Parcel Number 1132050300080 Phone: 305 - 757 -2612 Building Department Comments REPAIR BUILT UP FLAT ON REAR AND TILE REAPIR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed J Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 08, 2013 For Inspections please call: (305)762 -4949 Page 7 of 40 (NIL-11 r�'1 B DING 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 RECEIVE :L SEP 26 ZO1Z cs FBC20 Permit No. 1r-' 2-11-1 PERMIT APPLICATION Master Pe Permit Type: BUILDING /370 ,v /p3 JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 3 3 / .5 Folio/Parcel #: ` i--3.2 64-- e5 0 ° 00 t D Is the Building Historically Designated: Yes NO Hood Zone: OWNER: Name (Fee Simple Titleholder): I 4144 e.) 0 b O-e- Phone#: JO 3 2 v V 3 Address: ! 3 7 0 Al / 0 3 31-- /� City: / ( Aka. c ShCrt G.) State: F p Zip: 3 3) 3 d ROOFING Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: 0 b eto d� ✓� %OU`�1 b Phone #: Address: /.s C 7 sT City: // l 14.4) S h G re i State: r Qualifier Name: -f am Y-3 2A.) Of.) State Certification or Registration #:i(} / 3 e, I Contact Phone #: , 067 7S1 (2-- Email Address: DESIGNER: Architect/E/ ngineer: 757 a(fL zip :3` 13� Phone#: o 7sT /2 Certificate f Competency #: Phone#: ®© Value of Work for this Permit: $ �� Square/Linear Footage of Work: Type of Work: Addition lteration ❑New epair/Replace Description of Work: p L/&' A () ,! 631 rr ❑Demolition Color thru tile: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * *+ *** * * * * ****+x+x******* ** **** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ TraininglEducation Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bbnding 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 s s the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a pe and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I uncle :_ d that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BO id RS, 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 apps d and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this i 1 day of , 201 y �A i U- b 001)6)C' , who is personally known to me car who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: .r-14e A 'b r) N Signat Contractor The foregoing instrument was acknowledged b fore me this /0 day of ,20L by L S bD who is personally kn o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: My Commission Expire cams 07 tJ,rina A. Duffirt ices; . 071. 2011 Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) * * * * * * * * * * * * * ** Zoning Clerk CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) j/2-r)e.) 2 D g4) 6- PROPERTY OWNER: PERMIT # 12J 1 2 -- l -1-1 Y ADDRESS: /d 7 1' N& le 3 FOLIO NUMBER: f7-3,2 1 31) -1915.FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): — COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): U� VALUE OF PRINCIPAL STRUCTURE (attach appraisal): OWNERS SIGNATURE PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 Pry Folio 11- 3205 - 030 -0080 Property Address 1370 NE 103 ST Owner Name(s) JAMES D OBENOUR &W MARY LOU 1370 NE 103 ST MIAMI SHORES FL 33138 -2624 Primary Zone 1300 SGL FAMILY - 2801 -3000 SQ 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths /Half 4/4/0 Floors 2 Living Units 1 Adj. Sq Footage 4,398 Lot Size 11,300 SQ FT Year Built 1957 Legal Description 5 53 42 REPLAT OF TR B MIAMI SHORES BAY PARK ESTS PB 63 -17 LOT 8 LESS E10FT & E10FT OF LOT 7 BLK 5 LOT SIZE 100.000 X 113 Current Previous Year 2012 2011 Land Value $332,926 $277,438 Building Value $510,057 $513,358 Market Value $842,983 $790,796 Assessed Value $401,347 $389,658 15.. 0 Current Previous Year 2012 2011 Hor $25,000 $25,000 2nd Homestead $25,000 $25,000 Senior $0 $0 Veteran Disability so Civilian Disability $0 $0 $0 $0 Disclaimer: MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Honorable Pedro J. Garcia Property Appraiser Aerial Photography 2012 Current Previous Year 2012 2011 Exemption/Taxable Exemption/Taxable $50,000 / $351,347 $50,000 / $339,658 1 Bc $25,000 / $376,347 $25,000 / $364,658 City $50,000 / $351,347 $50,000 / $339,658 Regional $50,000 / $351,347 $50,000 / $339,658 (? Date Amount Recording Book -Page Qualification Code 5/1985 $96,000 12512 -0646 Sales which are qualified 7/1978 $140,000 10116 -0163 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http: / /www.miamidade.gov /info /disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov GIS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Wednesday, September 26, 2012 Miami Shores Village n°PROV'ED iF !ANCE W fH ALL FEDERAL SECTION R4402.13 ,,Eal _ArlONs 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 1. Aesthetics•Workmanship: the workmanship provisions of Section R44 ire foir the purpose of providing that the roof system iteets -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 addressed part ox' the agreement between the owner and the contractor. 2. al 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"usuallyconcealedprior to removing the existing roof system). 3. (?)o 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. 4. 44-e v Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. f\ '042 Ponding water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. M ' h Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7 Ventilation: Most roof structures should have some ability to vent natural airflow through the i terior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced.. may be beneficial to consider additional venting which can re o in extending the s e life of the roof •caner /A ens n Lure Date 14- Con •cto ignature Date 9 9 Revised on 7/9/2009 LD HIGH- VELOCITY HURRICANE ZONES • 44.20 SECTION R4402.14 HIGH - VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICATION Florida Building Code Edition 2010 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 Application 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 1.2.3.4.5,6,7 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 Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Section R4403, or If Applicable, RAS 127 or RAS 128 4. Other Component Product Approvals 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Ara Required Roof Testing /Calculation Documentation 2010 FLORIDA BUILDING CODE - RESIDENTIAL HIGH - VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Inforination) Master Permit No. Contractor's Name Job Address Process No. (,)/3'i N o /37o NE /03 c; ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ,®, Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ❑ Reroofing ❑ Recovering E1 Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ads 3 �5 tt- 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. 44.21 2010 FLORIDA BUILDING CODE — RESIDENTIAL Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) f Roof System Manufacturer: Product Approval Number: CL, — 6 ac z 2 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: P2: /313vP3: `222` 4 3 Maximum Design Pressure Product Approval Specific System: Method of Tile Attachment: or 4 _1 i,t A; v - i too Roof Slope: 3 : 12 Steep Sloped System Description Fx <Jr 1Z, S!s�- Deck Type: &t/e; o C1 Type Underlayment: Insulation: Fire Barrier: Ridge Ventilation? Al/A Fastener Type & Spacing: Adhesive Type: Mean Roof Height: /2, lir 7 /Mx' vFII��F Syr At-si,ki.ele Type Cap Sheet: - Roof Covering:, ,e4/ 01/4 X„od Type & Size Drips Edge: Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mf. If the M, values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method "Moment Based Tile COeulations Per RAS 127" (P1: '( x x •a ci= f3 -M9: G'J = Mr, '.'' Product Approval Mr 't% 3` (P2: �. x �, .1 = t - M9: �,� = M I' Product Approval Mt VS; S r (P3: x A, S = ,' - M9: = Mr3 Product Approval Mt Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below Product Approval Mt Mt Required Moment Resistance* Description 15' 20' 25' 30' 40' Mean Roof Height --O. Roof Slope i 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the F, values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1: x 1: = x w:= ) - W: x cos 0: - = F„ Product Approval F' (P2: x 1: = x w:= ) - W: x cos 0: = Fa Product Approval F' (P3: x 1: = x w:= ) - W: x cos 0: - = Fr, Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure 121 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 Slope 0 Job Site Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity Ma Product Approval Attachment Resistance M, Product Approval Required Moment Resistance 14 Calculated Minimum Attachment Resistance P Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions I =length w = width Product Approval All calculations must be submitted to the Building Official at the time of permit application. MIAM DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eov /Hera 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: Villa 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 revises NOA# 11- 0714.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI.DADE COUNTY APPROVED NOA No.: 12- 0308.22 Expiration Date: 11/02/16 Approval Date: 06/21/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Villa Concrete Roof Tile, as manufactured by Boral Roofing, LLC in Katy, TX. 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 Villa Tile Trim Pieces 1= 16W TAS 112 Low profile, interlocking, high pressure extruded w =13" concrete roof tile equipped with one nail hole and %2" thick double roll ribs. For direct deck or battened nail - on, mortar or adhesive set applications. 1= varies TAS 112 Accessory trim, concrete roof pieces for use at w = varies hips, rakes, ridges and valley terminations. varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Katy, TX 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier, Nutting Engineers Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies MIAMI DADE COUNTY APPROVED 13343.1 7161 -03 Appendix III 7161 -03 Appendix II P0402 94 -060B 94 -084 P0631 -01 Letter Dated Aug. 1, 1994 Test Name/Report TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) Wind Tunnel Testing TAS 108 (Nail -On) Date 06/15/06 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 Aug. 1994 NOA No.: 12- 0308.22 Expiration Date: 11/02/16 Approval Date: 06/21/12 Page 2 of 7 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. MIAMI DADE COUNTY APPROVED 224 -47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -76 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Report Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik-Drive Screw, Battens) Static Uplift Testing TAS 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System Date Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 March 1995 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No.: 12- 0308.22 Expiration Date: 11/02/16 Approval Date: 06/21/12 Page 3 of 7 3. LINIITATIONS: 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. 4. INSTALLATION 4.1 Villa 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 (lbf) Length -I (ft) Width -w (ft) Villa Tile 10.4 1.375 1.08 Table 3. Restoring Moments due to Gravity - M9 (ft -Ibf) Tile Profile Table 2: Aerodynamic Multipliers - X (ft3) 4 ":12" Tile 6 ":12" X (ft3) X (ft3) Battens Profile Battens Batten Application Direct Deck Application Villa Tile Battens Direct Deck 0.267 0.289 Table 3. Restoring Moments due to Gravity - M9 (ft -Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Villa Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.57 6.30 5.48 6.18 5.37 6.05 5.24 5.90 5.09 5.73 MIAMI DADE COUNTY APPROVED NOA No.: 12- 0308.22 Expiration Date: 11/02/16 Approval Date: 06/21/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Villa 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 1 50.9 1 Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Villa Tile Adhesive2 26.13 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 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-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Villa Tile 3MT'" 2- Component Foam Roof Tile Adhesive AH -160 86.614 3M' nn 2- Component Foam Roof Tile Adhesive AH -160 45.55 4 Large paddy placement of 54grams 5 Medium paddy placement of 24grams NOA No.: 12- 0308.22 Expiration Date: 11/02/16 Approval Date: 06/21/12 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved ". BORAL ROOFING LLC, VILLA TILE (KATY, TX) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. MIAMI•DADE COUNTY APPROVED NOA No.: 12- 0308.22 Expiration Date: 11/02/16 Approval Date: 06/21/12 Page 6 of 7 Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Villa Tile Mortar Set' 20.60 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved ". BORAL ROOFING LLC, VILLA TILE (KATY, TX) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. MIAMI•DADE COUNTY APPROVED NOA No.: 12- 0308.22 Expiration Date: 11/02/16 Approval Date: 06/21/12 Page 6 of 7 PROFILE DRAWING VILLA CONCRETE ROOF TILE END OF THIS ACCEPTANCE MIAMI DADE COUNTY APPROVED NOA No.: 12- 0308.22 Expiration Date: 11/02/16 Approval Date: 06/21/12 Page 7 of 7 M1At* 3DE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Bordeaux 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.mia mid ade.gov /bu ild iu& 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 Section 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 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. BORA 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: Polyset® One Roof Tile Adhesive 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. TERNIINATION 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# 09- 0622.04 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. M. ' 'ECO APPROVED NOA No.: 10- 1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 1 of 5 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Roofing 07320 Roof tile adhesive Polyurethane SCOPE: This approves Polyset® One as described below in this Notice of Acceptance, designed to comply with 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 compliance with RAS 127, using Polyset® One, and where the attachment calculations shall be done as an moment based system. PRODUCTS MANUFACTURED BY APPLICANT: r duct Dimensions Polyset® One Factory premixed canisters MANUFACTURING LOCATION: 1. Norton, OH. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content EVIDENCE SUBMITTED: Test Aiencv Southwest Research Institute PRI Construction Materials Technologies, Inc. 1411010AD COUNTY APPROVED Product Description Single component polyurethane foam roof tile adhesive. Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2842 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.95 lbs.ft 3 7.8 psi 15 PSI Parallel to rise 4.6 Lbs./Ft2 1.94 Perm / Inch +0.89% Volume Change ® 70° C., 2 Weeks 54.1% Test Identifier Test Name/Report 01- 1208 -025 ASTIVI E 108 FOP - 009 -02 -10 Physical Properties FOP - 009 -02 -01 TAS -101 FOP - 009 -02 -02 TAS -101 FOP -009 -02 -03 TAS -101 FOP - 009 -02 -04 TAS -101 FOP - 009 -02 -05 TAS -101 Date 06/16/98 12/14/10 11/8/10 11/4/10 11/8/10 11/8/10 11/8/10 NQA No.: 10- 1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 2 of 5 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polyset® One can be used with flat, low, medium and 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 Polyset® One roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F'— MS W 2 INSTALLATION: 1. Polyset® One may be used with any roof tile assembly having a current NOA that lists moment resistance values with the use of Polyset® One 2. Polyset® One 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 Polyset® One shall provide sufficient attachment resistance, expressed as a moment based system, to meet or exceed the moment resistance determined in compliance with Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polyset® One roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Fomo Products, Inc. Polyset® One Operating Instruction and Maintenance Booklet 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. 5. Pressure treated wood filler block shall be required on all cave course of all tile profiles except on two pieces barrel tile. 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after Polyset® One has been dispensed. 7. Polyset® One placement 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 Typical Placement Detail Weight per paddy (grams) Flat, Low & High Profile # 1 12 High Profile 2 -Piece Barrel # 2 12 LABELING: All Polyset® One containers shall comply with the Standard Conditions listed herein. MIAM4DAD'E'COUNTY APPROVED NOA No.: 10-1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 3 of 5 BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. , ADHESIVE PLACEMENT DETAILS BPAD IN THEPAN CONTINUOUS WITH AOHNINVE ON DECK. CUT AWAY VIEW 1 PLACEMENT DETAIL # 1 NOA No.: 10-1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 4 of 5 ADHESIVE PLACEMENT DETAILS (CONTINUED) PLACEMENT DETAIL # 2 END OF THIS ACCEPTANCE NOA No.: 10-1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 5 of 5