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RF-13-2640Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 203428 Permit Number: RF -11 -13 -2640 Scheduled Inspection Date: February 27, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: NESTOR CHARDON, GREGORY Work Classification: Tile u Address: 77 NW 96 Street Miami Shores, FL 33150- Project: <NONE> Contractor: JW ROOFING CORP Building Department Comments Phone Number Parcel Number 1131010330390 Phone: (305)825 -4207 RE -ROOF FLAT WHITE TILE TO NEW COLOR THROUGH Infractlo Passed Comments FLAT WHITE TILE INSPECTOR COMMENTS False Inspector C ments Passed I , Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 27, 2014 For Inspections please call: (305)762 -4949 Page 6 of 43 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 203428 Permit Number: RF -11 -13 -2640 Scheduled Inspection Date: February 27, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: NESTOR CHARDON, GREGORY Work Classification: Tile wo Wo Job Address: 77 NW 96 Street Miami Shores, FL 33150- Project: <NONE> Contractor: JW ROOFING CORP tsuiming Department comments Phone Number Parcel Number 1131010330390 Phone: (305)825 -4207 RE -ROOF FLAT WHITE TILE TO NEW COLOR THROUGH I Infractio Passed Comment FLAT WHITE TILE INSPECTOR COMMENTS False February 27, 2014 For Inspections please call: (305)762 -4949 Page 6 of 43 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 27, 2014 For Inspections please call: (305)762 -4949 Page 6 of 43 CIVIL Reileh Engineering Corp. (Consulting Engineer) 2370 Southwest 123`d Avenue Miami, Florida 33175 -1174 Tel: 305-823-8008 / 305-397-6414 ENGINEER Fax: 305 - 823 -3300 / 305 - 884 -8834 Website: www.reilehengineering.com February 13, 2014 JW Roofing Miami, Florida F TILE UPLIFT TEST REPORT Protect: ROOF Residential Home 2 77 Northwest 96 Street 7 Miami Shores, Florida Information provided by client: Permit Number: Not Provided Date Completion: February 7, 2014 Roofing Contractor: JW Roofing Project Number: 14 -0117 (Testing Laboratory Certificate 4 1 l - 0715.04) Dear Sirs: In accordance with your request and authorization, a representative of Reileh T;ngineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing 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 less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Flat Concrete Roof 'Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were pbysi cally examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation Mo amad Sonny Salleh, P.E.49014 Project Manager TELE urLWr TEST Residential Home 77 Northwest 96 Street Miami Shores, Florida Reileh Engineering Corporation — Project Number - 14 -0117 — Page 2 of 4 Report of TILE UPLIFT TEST for Residential Home 77 Northwest 96 Street Miami Shores, Florida Prnieet Nnmherr ld -(1117 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass S 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 Reileh Engineering Corporation — Project Number - 14 -0117 — Page 3 of 4 Nu , ber �`i'4 4 Tt goad k r 3nsSt t" 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 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 Test 1 -10 Corner, 11 -16 Ridge Caps, 17 -29 Perimeter, 3 0-5 3 Field Reileh Engineering Corporation — Project Number - 14 -0117 — Page 4 of 4 APROX, POOP 1�5T LOCA110N5 ANn 171WN510N5 10 9 a p + 44 I 6 le y 19 23 ZO 29 22 40 I 24 45 42 ,� 41 45P 30 39 35 31 34 19 46 32 33 51 49 49 6 53 50 4 a 52 1 2 25 2a 3 4 26 52' 1 ST 111.E p�f;IP/ � 800 5F O Wa CAP 95T LOCAWN FEW = 24 COMM a 70 5F mO � C M - 10 pLf;I WSk 195 ANC , a 5' O% L MNOM5 O 111,� f;IC G� CAP - 6 COUP MA - 5' X 5' APROX, POOP 1�5T LOCA110N5 ANn 171WN510N5 11 �.1 11-3 - U1 BUILDING Miann: 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 PERMIT APPLICATION Permit Type: BUILDING �I--- -F19 � 11�_1 I" AN, NGV 2 .2013 FBC 20 LD Permit No. r Master Permit No , — � 6L ROOFING JOB ADDRESS: 77 NW 96 ST City: Miami Shores County: Miami Dade Zip: 33150 -1713 Folio/Parcel #: Is the Building Historically Designated: Yes NO NO Flood Zone: NO OWNER: Name (Fee Simple Titleholder): GREGORY WILKINS & NESTOR CHARDON Phone #: (786)473 -5582 Address: 77 NW 96 ST City: Miami Shores state: Florida zio: 33150 -1713 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: JW Roofing Corp Phone #: (305)825 -4207 Address: 6725 Crooked Palm Lane city: Miami Lakes state: Florida zip: 33014 Qualifier Name: Stuart Clarke Phone #: (305)825 -4207 State Certification or Registration #: State Certified Roofing Contractor Certificate of Competency #: CCC1327185 Contact Phone#: (305)825 -4207 Email Address: JWRooting @gmail.com DESIGNER: Architect/Engineer: Value of Work for this Permit: $ 11,400 Square/Linear Footage of Work: 1661 sq.ft. Type of Work: ❑Addition ❑Alteration ONew ARepair/Replace ❑Demolition Description of Work: Re- Roof: Flat white the to new color through flat white tale Color thru tile: YEs Submittal Fee Scanning Fee $ Notary $ Permit Fee $ Radon Fee $ Training/Education Fee $ Double Fee $ Structural Review $ CCF CO /CC $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ J6q *0 Bondiap 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be proved and a reinspection fee will be charged. Signa Signature Owner or Agent Contractor �1 The foregoing instrument was acknowledged before me this (o The foregoing instrument was acknowledged before me this � pf day ofC9�� , 20, by ��r _�A.�p erlW , day of O`t' ' m —13, by C C✓Q wh o is personally known to me or who has produced who s personall Mme or who has produced JJ C ALXAJ D QlUmD.CAs identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 0. 4 My Commission Expires q �k$ a�� &�$asRs$�QasA�s�as$tk�as$IIaBask aiag(8 APPROVED BY YRA, W 10HRE Notary Public-Minnesota My Commission Expires Jan 31, 2015 1 V14, 4, Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06(10/2009)(Revised 3/15/09) NOTARY PUBLIC: l0i$� O� c Co�� ob��cF! f eU ��s� �xpi� Sfaje99Gs y��a e.B48 fol 31 DOX Zoning Clerk V 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 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: GREGORY WILKINS Property Address: 1 77 NW 96 ST Miami Shores, FI Roofing Permit Number. Dear Building Official: GREGORY WILKINS Date: certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 19944n of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade 6 e° [ �a 14/ ✓ � � Print Name The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 42 t"' day of � , -W 0 13 yT YRA % SOHRE Notary Public, Sate ofgadd&at Large � g Notary 1'ubiit- Minnesota [Ury Commission Expires Jan 31, 20 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the bul r a 1 SFBC. Then you must provide a building application from a General Contractor for the Roof to wall connection Hurricane Mitigation. Revised on 5(2112009 Property Search - Report Property Information: Folio 11- 3101 - 033 -0390 Property Address 77 NW 96 ST Owner Name(s) GREGORY WILKINS & NESTOR CHARDON Mailing Address 77 NW 96 ST MIAMI SHORES FL 33150 -1713 Primary Zone 0800 SGL FAMILY - 1701 -1900 SQ Use Code 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds /Baths /Half 2/1/0 Floors 1 Living Units 1 Adj. Sq. Footage 1,330 Lot Size 8,625 SQFT Year Built 1939 Full Legal Description MIAMI SHORES SEC 6 PB 10 -39 LOT 17 & W1/2 OF LOT 18 BLK 130 LOT SIZE 75.000 X 115 OR 18402 -4721 0998 1 Assessment Information: Year 2013 2012 Land Value $77,798 $62,379 Building Value $90,174 $100,748 Market Value $167,972 $163,127 Assessed Value $94,033 $92,462 Benefits Information: Benefit Type 2013 2012 Save Our Homes Assessment Reduction $73,939 $70,665 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: not all benefits are applicable to all Taxable Values lie County, School Board. City, Regional). Disclaimer: Page 1 of 1 MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez- Cantera Property Appraiser r Aerial Photography 2012 N Taxable Value Information: Year 2013 2012 Exemption/ Taxable Exemption/ Taxable County $50,000/$44,033 $50,0001$42,462 School Board $25,000/$69,033 $25,000/$67,462 City $50,000/$44,033 $50,000/$42,462 Regional $50,000/$44,033 $50,000/$42,462 Sale Information: Date Amount OR Book -Page Qualification Code 09/01/1998 $89,000 18402 -4721 2008 and prior year sales; Qual by exam of deed 08/01/1989 $65,000 14223 -0824 2008 and prior year sales; Qual by exam of deed 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 htq)://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: Thu Nov 21 2013 http: / /gisweb.miamidade .gov /PropertySearch/printMap.htm 11/21/2013 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 November 27, 2013 Permit No: RF13 -2640 Building Critigue Review 1. 1. PROVIDE NOA FOR POLYPRO AH160 2. 2. PROVIDE OWNERS NOTIFICATION. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. 9� 3 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2 2004r�'__ High- Veloft Hurricane Zone Uniform Permit 1C PLIANCE WITH ALL FEDERAL Car_tinn A ItIanaral Infnrmatii All 'D Cnt INTY RULES AND RFG, JIATInNS Master Permit No. Process No. Contractor's Name JW Roofing Corp Job Address 77 NW 96th St, Miami Shores, FL ROOF CATEGORY ow Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ,�✓� ®,� $i A phaltic ❑ Metal Panel/Shingles ❑ Wood Shingiea/Shakes Sh ngles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof C1 Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 1661 1661 Section B (Roof Plan) Sketc �, 1 n: li stI..., l levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Includ fir s on f s and levels, clearly Identify dimensions of elevated pressure zones and location of parape .® 15.32 FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Slope Roof System) Roof System Manufacturer: Monier Life Tile / Boral Notice of Acceptance Number: 12-0430.04 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): PI: -47.6 PI: -100.6 Pl: -100.6 Maximum Design Pressure (From the NOA Specific System): 40.4 Method of Tile Attachment: PolyPro Foam AW 60 Roof Slope: 3 :12 Steep Slope Roof System Description Deck Type: 5/8 Plywood Type Underlayment: 301b ASTM D226 Type 2 F N/A Insulation: L -------- - — - - - ------- Fire Barrier: N/A Fasterner Type & Spacing: 1 &1/4" R.S Nails with 1&5/8 Tin Gap Adhesive Type: `Self Adheared Type Cap Sheet: Eagle Seal Tile Underlayment Roof Covereing: Bell Air Flat Tile Type & Size Drip Edge: I 3x3 Alum 26 ga. Revised as of March, 2002 f:\buil\$adm\evie\01-02\counter\forms\Roofing_Appendixl,xls\SECTION D MF=, SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. Asti pertains to the section, it is the responsibility of with the required roofing permit, and to explain to the owner the content o` to secLur 84402 govern the minimum requirements and standards of the industry for roolftP4 socze Additionally, the following items should be addressed as part of the agreement Mw.rcer m contractor. The owners initial in the designated space indicates that the item tpW 1. 60"- Aesthetics- Workmanship: the workmanship provLwns of Sec -ar, t _ arz- providing that the roof system meets the wind resistance and water inset ciol perm- , Farce Aesthetes (appearance) are not a consideration with respect to workman" pro`s rs. =mss11 such as color or architectural appearance, that are not part of a zoning code. shau a ce saxeE ec tare agreement between the owner and the contractor. 2. �n Reviling wood decks: When rep1mrtg roofing, the existing %,= Tf eec1:77a reroled m accordance with the current provisions of Section R4403. Jhe roof dec: is Ls:s A . to removing the existing roof system). 3. AJ Common roofs: Common roofs are those which have no vsb04 debnealmn, cety, units (i e., towothouses, condominiums, etc.) In buildings with common roofs, the roafirtg cer—Inc. � o owuner show notify the occupants of adjacent units of roofing to be performed. 4. _ cJ Exposed CeMng: Exposed, open beam callings are ire the underside of the rc' m krc car be viewed from below. The owner may wish to maintain the ardulectural appearance: merefene -a penetration of the underside of the decking may not be acceptable. This pro des the o�pton of nia rza: r. me appearance. 5. _L,-_-J" Ponding water: The current roof system and/or deck of the butidxtg may not Oran :4 aG "n Tay cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an md= mor o* smxlmal disti ess and may require the review of a professional structural engineer. Pounce may stmnen the i fe expectancy and performance of the new moling system. Pounding cmc bans may riot be evzoew u l trt original ro ofing system is removed. Pounding conditions should be corrected. 6. __&A / Overflow scuppers (Wall oudde): It is required OW rainwater flows off so that the rocf 's rat overloaded from a buildup of water. Perimeterledge wall or other roof adension may bock this discharge I overflow scuppers (wd outs) are not provided. It may be nary to install overflow scuppers in a cwrdar= with the mpremants of Sections A4402 R4403 and 84413. T. oldw a: wed rod structures should have some ability to natural wto through tfne intedw ()f the structure membly"bMirlg . The e*"-mnmd of attic vent o>I1 shall riot be ridged. fl may be benef W to corgi ai mial venting wig co result in extending the ser ge lie of the r S Sartature' Revised on 71&M 1D ire Date MC 0 9 2013 ILIA ® ;f' MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami, Florida. 33175 -2474 T (786) 315 -2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamiaade.aov/nera Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles 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- 0321.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. �E_WANECCIUNW IOUNW NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, 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 Bel Air Concrete Tile L = 17" TAS 112 Flat profile concrete roof tile equipped with two W = 12'/4" nail holes. For adhesive set, direct deck or Thickness = %2" battened nail -on applications. Bel Air Double Eagle L = 17" TAS 112 Flat profile concrete roof tile equipped with two Concrete Tile W = 12'/4" nail holes. For adhesive set, direct deck or Thickness = %2" battened nail -on applications. Ponderosa Concrete Tile L = 17" TAS 112 Flat profile concrete roof tile with slate finish W = 12 1/4" equipped with two nail holes. For adhesive set, Thickness =1 /Z" direct deck or battened nail -on applications. Ponderosa Double Eagle L = 17" TAS 112 Flat profile concrete roof tile with shake finish Concrete Tile W = 121/4" equipped with two nail holes. For adhesive set, Thickness = %z" direct deck or battened nail -on applications. Golden Eagle Concrete L = 17" TAS 112 Flat profile concrete roof tile brushed finish Tile W = 12 1/4" equipped with two nail holes. For adhesive set, Thickness =1 /2" direct deck or battened nail -on applications. Trim Pieces 1= varies TAS 112 Accessory trim, clay roof pieces for use at hips, w = varies rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. NOA No.M- 0430.04 MIAMI•DADB COUNTY Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 2 of 10 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies ERPF- 001 -02 -01 TAS 112 Aug. 2006 Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. Sept. 1993 smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Redland Technologies P09647 -01 Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) The Center for Applied 94 -084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 25- 7094 -(2, 5, & 8) Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 The Center for Applied 25- 7183 -(5 thru 6) Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 The Center for Applied 25- 7214 -(1, 5, & 8) Static Uplift Testing March, 1995 Engineering, Inc. TAS 102 The Center for Applied 25- 7487 -2 Static Uplift Testing Dec. 1995 Engineering, Inc. TAS 102 The Center for Applied 25- 7496 -(1 & 4) Static Uplift Testing Dec. 1995 Engineering, Inc. TAS 102 The Center for Applied 25- 7804 -6 Static Uplift Testing Sep. 1996 Engineering, Inc. TAS 102 Celotex Corporation Testing 520109 -1 Static Uplift Testing Dec. 1998 Service 520111 -4 TAS 101 Celotex Corporation Testing 520191 -1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. Calculations Restoring Moments Due to Gravity Sep. 2006 NOA No.: 12-0430.04 Mu►Mi•� couNrr Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 3 of 10 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance. Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofmg 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 -1(ft) Width -w (ft) Bel Air, Bel Air Double Eagle, 11.4 1.42 1.03 Ponderosa, Golden Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Table 2: Aerodynamic Multipliers - A (A ) Tile Profile A (ft) A (W) Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 4 of 10 Table 3: Restoring Moments due to Gravity - M9 (ft -lbf) Tile 3 ":12" 4 ":12" 5 ":12" 6 11:12" Greater than Profile 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7':12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, 51.7 Deck 1 -10d Smooth or Screw Shank Nail Field Clip) Deck 24.3 Deck 1 -10d Smooth or Screw Shank Nail Eave Clip) Deck 19.0 Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, Ponderosa Double Eagle Flat Tile 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. 19132" plywood) Battens Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails 50.3 65.5 48.3 1. Installation with a 4" tile headlap and fastemers are located a min. of 2'h" from head of tile. NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 5 of 10 Table 6: Attachment Resistance Expressed as a Moment Mf (ft -lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa Ponderosa, Golden Eagle, 31VI 2- Component Foam Roof Tile Adhesive AH -160 Double Ea le Flat Tile Ponderosa Double Eagle Flat 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 6: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Mortar Set Systems for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Application Resistance Resistance Bel Air, Bel Air Double Eagle, 3M 2- Component Foam Roof Tile Adhesive AH -160 118.9 Ponderosa, Golden Eagle, 31VI 2- Component Foam Roof Tile Adhesive AH -160 40.4 Ponderosa Double Eagle Flat Tile 3 Large paddy placement of 45 grams of Pol ProTm. 4 Medium paddy placement of 24 grams of Pol Pro""". Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Set5 43.9 Eagle, Ponderosa Double Eagle Flat Tile 5 Tile -Tite Roof Tile Mortar. NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 6 of 10 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or log_ o (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". EAGLE MMNmmft' FLORIDA BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA NO.; 12-0430.04 Mwrhi•uane couNrY Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 7 of 10 PROFILE DRAWING BEL Am BEL Am DOUBLE EAGLE NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 8 of 10 PONDEROSA PONDEROSA DOUBLE EAGLE NOA No.:12- 0430.04 Expiration Date: 10/05/16' Approval Date: 08/02/12 Page 9 of 10 .. . APPROVED GOLDEN EAGLE END OF THIS ACCEPTANCE NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 10 of 10 M) Y' h11AMI _ MIAMI PRODUCT CONTROL SEC IT ON DEPARTMENT OF PERMITTING, 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.mlamidade.gov /pera Eagle Roofing Products, LLC. 1575 E. C R 470 Sumterville, FL. 33585 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: Eagle Seal Underlayment 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 NOA consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11- 1011.05 Expiration Date: 03/03/15 Approval Date: 02/02/12 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Test Name/Reoort Date Sub - Category: Underlayment ASTM D 1970 09/04/09 Material: SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: VRMI- 011 -02 -01 ASTM D 1970 Test Product Product Dimensions Specification Description Eagle Seal 3' x 33.4' rolls TAS 103 Self- adhering, non -woven fiberglass 3' x 66.8' rolls mat reinforced membrane for use as an BWR- 511 -02 -01 ASTM D 4798 09/29/09 underlayment in high temperature sloped roof assemblies. MANUFACTURING PLANT(S): 1. Tuscaloosa, AL EVIDENCE SUBMITTED: Test Agencv Test Identifier Test Name/Reoort Date PRI Construction Materials BWR- 514 -02 -01 ASTM D 1970 09/04/09 Technologies (rev) PRI Construction Materials VRMI- 011 -02 -01 ASTM D 1970 03/30/09 Technologies PRI Construction Materials BWR- 511 -02 -01 ASTM D 1970 09/29/09 Technologies PRI Construction Materials BWR- 511 -02 -01 ASTM D 4798 09/29/09 Technologies PRI Construction Materials BWR - 522 -02 -01 ASTM D 1970 03/16/10 Technologies PRI Construction Materials BWR - 513 -02 -01 TAS 103 02/19/10 Technologies BWR - 518 -02 -01 NOA No.: 11- 1011.05 MAMMA COUNTYM Expiration Date: 03/03/15 ... � Approval Date: 02/02/12 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non - insulated Deck Description: 19/32° or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. * In the Non -HVHZ area a Base Sheet is optional. Membrane: One or more plies of Eagle Seal underlayment with a minimum 4" side lap and 6" end lap. Surfacing:. Approved Roof Assemblies. See Limitation #3. NOA No.: 11- 1011.05 Expiration Date: 03/03/15 Approval Date: 02/02/12 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Eagle Seal underlayment shall be installed in strict compliance with applicable Building Code. 3. Eagle Seal underlayment may be used in asphaltic shingles, metal panels, wood shakes and shingles, quarry slate, and tile roof assemblies. 4. Eagle Seal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base /Anchor sheet underlayment. 5. Eagle Seal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 7. Eagle Seal underlayment may be used with any approved roof covering Notice of Acceptance listing Eagle Seal underlayment as a component part of an assembly in the Notice of Acceptance. If Eagle Seal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami - Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 8. Eagle Seal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 9. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 10. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 11. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 12. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Eagle Seal underlayment shall be applied over the underlayment. 13. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 14. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. END OF THIS ACCEPTANCE NOA No.: 11- 1011.05 Expiration Date: 03103115 Approval Date: 02/02/12 Page 4 of 4 MIAMI•DADE MIAMI -DADS COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 r T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) ip_ n � www miamidade.aoy /building/ nnc Polyfoam Products, Inc. 11715 Bordeaux Road BY. Tomball, TX 77375 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: PolysetD 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. 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# 09- 0622.04 and consists of pages I through 5. The submitted documentation was reviewed by AIex Tigera. MIAMI -DADE COUN"iY ,.... � W901�77, NOA No.: 10- 1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 1 of 5 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: 07320 Roof tile adhesive Materials: 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: Product Dimensions Product Description Polyset@ One Factory premixed canisters Single component polyurethane foam roof tile adhesive. MANUFACTURING LOCATION: 1. Norton, OH. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.951bs./ft 3 Compressive Strength ASTM D 1621 7.8 psi Tensile Strength ASTM D 1623 15 PSI Parallel to rise Water Absorption ASTM D 2842 4.6 Lbs.117e Moisture Vapor Transmission ASTM E 96 1.94 Perm / Inch Dimensional Stability ASTM D 2126 +0.89% Volume Change @ 70° C., 2 Weeks Closed Cell Content ASTM D 2856 54.1% EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Southwest Research Institute 01 -1208 -025 ASTM E 108 06/16/98 PRI Construction Materials FOP - 009 -02 -10 Physical Properties 12/14/10 Technologies, Inc. FOP- 009 -02 -01 TAS -101 11 /8/10 FOP - 009 -02 -02 TAS -101 11/4/10 FOP - 009 -02 -03 TAS -101 11/8/10 FOP - 009 -02 -04 TAS -101 11/8/10 FOP - 009 -02 -05 TAS -101 11/8/10 NOA No.: 10- 1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 2 of 5 LIMTTATIONS: 1. Fire classification is not part of this acceptance. 2. Polysetfl 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 —W 2 F'= MS INSTALLATION: 1. Polyset@ One may be used with any roof the 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. Polysetg 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 eave 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 rams 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. 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 I%1Fp c F �F BEAD W THE PAN CONTINUOUS WITH MFO t!( ADHESIVE ON DECK. F bFp n CUT AWAY VIEW MEO n� HrGy p RpF�L�.rrLe NlGy PRQFILg am IN THE PAN +'LC CONTINUOUS WITH ADHESIVE ON DECK. N�akPROFtL� rjL HiGyp PLACEMENT DETAIL ## I NOA No.: 10-1112.05 MIAMI- I)ADIE(. tvTY 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 AC. 6:32 7 2 8$ STATE OF FLORIDA DEPARTMENT OF: BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY 'LICENSING BORARD SEW L12083103180 The GENERAL CONTRACTOR; Named below IS CERTIFIED Under the Drovisions of'Cha ter 469 FS' Expiration date: AUG 31,:2014- - CLARKE., STUART J JW ROOFING CORP 6725 CROOKED PALM LANE HIALEAH FL 33014 I I RICK SCOTT KEN LAWSON -- GOVERNOR SECRETARY __J31SP_LAY_AS-REQUJ-RM- f3Y-LAYV --- THIS DOCUMENT HgS`A+CO�LORED �B, A�C'KGROUNDMICOPRN71GLIh�7EMARK PATENTED PAPER r P, n 6 DEPARTMENT OF.BUSTNESS AND PROFESSIONAL r • CONSTRUCTION INDUSTRY BOARD .7ChtiF L1ZOB310Z7f • : • - LICENSE NBR D8/3 2012 - ,110424298, CCC1327185 swvriaVV. Named below IS CER'T'IFIED i Under the provisions of Chapter, 48 FS. I Expiration date: AUG 31 2014 i CLARKE, STUART J JW ROOFING CORP 6725 CROOKED PALM LANE HIALEAH FL 3:3014 i RICK SCOTT GOVERNOR - - - - -- _— DISPLAYAS_REQUIREDBY 006209 Local Business Tax Receipt Miami —Dade County, State of Fl!lda -THIS IS NOT A BILL - DO NOT PAY 5771317 BUSINESS NAME/LOCATION JW ROOFING CORP 6725 CROOKED PALM LA MIAMI LAKES FL 33014 KEN LAWSON SECRETARY LBT RECEIPT NO. EXPIRES RENEWAL SEPTEMBER 30, 2014 6017966 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS 1W ROOFING CORP 196 SPECIALTY BUILDING CONTRACTOR PAYMENT Y TAX COLLECTOR Worker(s) 5 CCC1327185 $45.00 07/11/2013 TXHS1 -13- 023719