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RF-15-425Miami Shores Village _g Building Department TEEI 6 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2010 BUILDING Master Permit Nol�� (S" PERMIT APPLICATION Sub Permit No. (BUILDING M ELECTRIC ROOFING M REVISION M EXTENSION [-]RENEWAL []PLUMBING ❑ MECHANICA ❑PUBLICWORKS ❑ CHANGE OF M CANCELLATION [:] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Sri Q Iv �x_ly : lin City: Miami Shores ,1 County: Miami Dade Zip: Folio/Parcel#:ki -3;10(o �-Dt"3 -53q f7 Is the Building Historically Designated: Yes NO x Occupancy Type: SSV_ Load: Construction Type:'Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titlehold--er):M "Vrl O, 60 D A I Phone#:3) -(s 1 l sS Address31g � c IM PS- City: m I AM) h r� State: 1 Zip: 3 3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name:Phone#: Address: 'TC`?t)o I -S to 2-) til r-A'C e.. C City:�.-1-�\ State: ` i Zip: Qualifier Name: PLQQ `BeLw"(' Phone#: State Certification or Registration #:�'� C> /cam Certificate of Competency #: DESIGNER: Architect/Engineer: 14 Phone#: Address: City: State: Zip: lwl Value of Work for this Permit: $ Square/Linear Footage of Work: 19 Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ElDemolition Description of Work: 7RQ�l-- 12,i -Ti 1-e VA -0 j'-) osk!'A a Specify colorofcolor thru tile: n /� Submittal Fee $ O Permit Fee $ 2� •<-J0 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 22-1.3 l (Revised02/24/2014) r r Bonding Company's Name (if applicable) r Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address 4 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Notice to Applicant; As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of re20 _ i, by 2 _ day of 2015 by A te, eha. �� OI , w o is personally known to �_ � ` &&4, _Ng� y� 5 who i ersonally know to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: !gt! I 1iltlt ,� ' ROME Sign: Sig . . N kA rint: : ° t r� Print: _4 v u+: • Seal: _ :� �+ ? Sea • jEEATI32 • �* yiip'J'Ze iC,S�R��k�� - ��tttttinitN!l�� /ttltlNi�iN!! ' L r. APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami shores Village KENN Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �IORtDp' Tel (305) 795.2204 Fax: (305) 756.8972 RE: Permit # DATE: INSPECTION AFFIDAVIT licensed as a (n) Contractor / Engineer / Architect, (Pont name and circle License Type) FS 468 Building Inspector License #: On or about I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of Notary Public, Sate of Florida at Large 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 ' r `SNoR� Miami shores Village c .... urn. Building Department 10050 N.E.2nd Avenue Fire to Miami Shores, Florida 33138 FLORIDA 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 Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: mPPclideY a, 611i� l Property Address: G OE tJ ay-ez Roofing Permit Number: Dear Building Oficial: I —M -f 10 t CJcern that I am not required to retrofit the roof to wall connections of m certify N Y building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) W/, I z4L Si nature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 7) y day of �I 1� 1 i Notary Public, Sate of Flor' a at Large = °=?0'�N a • When the just valuation of the st for purpose of ad valorem to on is equal to or more than $300,000.00, and the building was not�{yt tkcted vjI*Mff 4�r a tiff SFBC. Then you must provide a building application roma eneral Contractor for the Roof to wall connection Hurricane Mitigation. ,�°• O Revised on 512112009 Summary Report Generated On : 2/23/2015 Property Information Folio: 11-3206-013-5390 Property Address: 379 NE 100 ST Owner SAUL GADOL &W MARIELENA Mailing Address 379 NE 100 ST MIAMI, FL 33138-2420 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 2 Living Units 1 Actual Area 2,330 Sq.Ft Living Area 2,093 Sq.Ft Adjusted Area 2,090 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1950 Assessment Information Year 2014 2013 2012 Land Value $181,056 $160,546 $123,627 Building Value $141,702 $141,702 $157,484 XF Value $0 $0 $0 Market Value $322,758 $302,248 $281,111 Assessed Value 1 $132,453 $130,496 $128,315 Benefits Information Benefit Type 2014 2013 2012 Save Our Homes Cap Assessment Reduction $190,305 $171,752 $152,796 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,0001 $25,0001 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Taxable Value Information Previous Price OR Book- 2014 2013 2012 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $82,453 $80,496 $78,315 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $107,453 $105,496 $103,315 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $82,453 $80,496 $78,315 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $82,453 $80,496 $78,315 Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 E1 /2 LOT 21 & LOT 22 BLK 39 LOT SIZE 75.000 X 115 OR 11280-1107 1181 1 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Sales Information Previous Price OR Book- Qualification Description Sale Page 2008 and prior year sales; Qual by exam 11/01/1981 $115,000 11280-1107 of deed Version: (lam q-3�f7 55�iz DAVIE: 954 -792 -ROOF (7663)'P e STATE CERT. CC C033691 V N. BROW: 954 -566 -ROOF (7663) �'""� LICENSED AND INSURED S. BROW: 954 -981 -ROOF (7663) 7000 S.W. 21 ST PLACE DADE: 305 -981 -ROOF (7663) /` DAVIE, FLORIDA 33317 FAX: 954 -964 -ROOF (7663) v1w• Member of 1 -877 -981 -ROOF (7663)1 D0l0C Better Business Bureau PROPOSAL. SUBMITTED TO DATE �Si PHON 7S- NAME Ai r /)p ; JOB NAME STREET STREETry -r�) ,(q s jo0 4 CITY STATE ZIP CITYc�yy�/i �{ nom/ //✓r{ Jvl�� STATE % L zl'a t7 7 ►O We hereby submit specification and estimate for A0P l2, -J Tk6 %A:- ohm M4— 61VI1144 126P, —7. A av%457M AJ ff11� Well b p ose furnish labor and m terials complete in accordance with the above specification for the sum of �y /� '�' "I 6� Z i1f l A��P / dollars ) payment to be made as follcrm: METHOD OF PAYMENT. /7 IVP NOTE TO BUYER, GENERAL CONTRACTOR OR OWNER: Paul Barge Roofj�g Inc. hereby proposes to furnish the above labor and material in accordance with the above specifications. A deposit of $ - (J is required upon acceptance and the balance as work progresses in direct ratio to work completed. Payment in full to be made upon completion of tl}ejob. WARRANTY TO ORIGINAL OWNER: Paul Bangs Roofing Inc. warrants workmanship for a period of / years, but reserves the right to supervise or inspect all work subsequently performed by other parties to the roof, for a reasonable fee. Without this supervision or inspection, all warranties are null and void. Warranty is transferable to new owner upon written application (subject to approval) and payment of 10% of contract price. Warranty is contingent upon job payment in full. All materials furnished will be as specked and work is to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications will become an extra charge over and above the estimate of labor and usual costs of our agreement. Paul Bange Roofing, Inc. will exercise reasonable care when performing the work, but cannot be held responsible in any manner for damage to driveways, sidewalks, foliage, shrubbery, screening, septic tanks, gutters, pipes or cables, above or below ground. We will not be held responsible for water damage to the exterior or interior of the premises. CUSTOMER IS URGED TO COVER FURNITURE AND OTHERWISE PROTECT THEIR PROPERTY. We cannot assume responsibility for any damages done to the roof by3radesmen or parties. Paul Bangs Roofing, Inc. cannot be held responsible for damage done to any lumber by termites, carp ran o y other wood boring insects. Such wood will be at an additional charge. THIS CONTRACT IS SUBIECr TO OFFICE APPROVAL Authorized Signature ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby accepted. Paul Barge Roofing, Inc. is authorized to do the work as specified. Payments will be made as outlined above. This proposal has the power of a ntract when signed and accepted. I have read and agree to the terms and conditions as stated on the front and back of this contract. Qv ACCEPTED Signatu eP— /C/ Print Date 319, L iederai�� Phone 954-784-2941 800-848-1919 & TESTING INC. Fax 954-784-7875 250 SW 13th Ave Pompano Beach, FL33069 fed-eng.com Dated: Tuesday, March 17, 2015 Order Number 15-PBR-141 Paul Bange Roofing 7000 SW 21 st Place Davie, Florida 33317 RE: TAS -106 Tile Uplift Test Proposed Roof: Gadol Residence Permit #: RF -2-15-425 379 N. E. 100th Street Miami Shores, FL In accordance with your authorization, Federal Engineering & Testing, Inc. has performed Tile Uplift Testing in compliance with Testing Application Standards TAS -106 and the Florida Building Code High Velocity Hurricane Zone on March 16, 2015 at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of Flat Concrete Tile Foam Set. The pitch of the subject roof is 3/12. Our field engineer visited the site and conducted 3 uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS -106 using an Intercomp Scale Model CS200. The following is a summary of results: The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements_ Federal Engineering & Testing, Inc. is an independent third party providing un -biased testing information and results and is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, .j Keith LeBlanc, P.E. Federal Engineering & Testing, Inc. Florida Reg. No. 59394 Certificate of Authorization # 5471 Miami -Dade County Certification # 11-0407.01 • j MIAMI Construction Material American Concrete Miami Dade Fbrida Department Engineering Council institute County of Transportation Field Test Results Test Number Test Location Field Uplift Pull Test Test Results 1. Corner See Attached Diagram 35 ± 5 Pounds Passed 2 Perimeter See Attached Diagram 35 ± 5 Pounds Passed 3 Field See Attached Diagram 35 ± 5 Pounds Passed N/A Hip/ Ride See Attached Diagram 35 ± 5 Pounds Passed All test results were found to be in compliance with TAS -106 and the Florida Building Code The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements_ Federal Engineering & Testing, Inc. is an independent third party providing un -biased testing information and results and is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, .j Keith LeBlanc, P.E. Federal Engineering & Testing, Inc. Florida Reg. No. 59394 Certificate of Authorization # 5471 Miami -Dade County Certification # 11-0407.01 • j MIAMI Construction Material American Concrete Miami Dade Fbrida Department Engineering Council institute County of Transportation a=0.1(w)=— 0.1(40')=4.0' a= 0.4 (h)= 0.4(25') =10.0' Perimeter Dimensions = 4.0' Corner Area: 16 S.F. = 1 tests Perimeter Area: 24 S.F. = 2 tests Field Area: 30 S.F. = 3 tests Total Ridge Caps: N/A S.F. = N/A tests Test Location Sketch Federal En ineerin & Testing Inc. 250 SW 13th AVE Pompano Beach, FL 33069 (954) 784-2941 Client: Paul Bange Roofing Project: Proposed Roof: Gadol Residence Test: TAS -106 Tile Uplift Test Project Address: 379 N. E. 100th Street (Test location sketch is not to scale) Miami Shores, FL 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 FEB A6 2015 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT <�yj 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 160 A,B,C 4,6,6,7 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 Sha ea A,B,D 1,2,4,5,6,7 Cher - As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED - sr,cr�,v� age 1. Fire Directory Listing Page V 2. From Notice Of Acceptance: Front Page Specific System Description Specific System Limitations VI; AL, General Limitations 1 Applicable Detail Drawings sl ATE AN,, 3. Design Calculations per Section R4403, or If Applicable, RAS 127 W. •. . RAS 128 666009 . 4. Other Component Notice of Acceptances .""• 0 0. '. 5. Municipal Permit Application 00.00: �.... 6. Owners Notification for Roofing Considerations (Re-Roofo 'Only) . 7. Any Required Roof Testing Calculation Documentation ' : . .. 6666 ATE 6666.. 6666.. 6666. 6666. 6666.. 6666.. 6666.. Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. Contractor's Name Joh Address 3� /Ve �l�d 'Sl4w? /p/eyl s4&'f .7-,7 -3-3139 t 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 Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) ' Steep Sloped Roof Area (SF) Total (SF) 1910 l�r� C s Z� aFoF 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. I __10 000000 Poo 00000 0 000 CHAPTER 15, SECTION IS24 HIGH VELOCOTY HURRICANE ZONES REQUIRED OWNERS NOTIFICAVON FOR ROOFING CONISIMAVONS 524.11 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initials in the designated space Indicates that fhe item has been explained. 11. Aestheiios-workmanship: The workmanship provisions of Chapter 15 (High -Velocity Hurricane Zone) are for the purpose of providing the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a conslderatlon with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are t part of a zoning code should be addressed as part of the agreement between the owner d the contractor. 2. en along wood decks: when replacing roofing, the existing wood roof deck may have to be nnailed in accordance, with current provisions of Chapter 16 (High -Velocity Hurricane Zones) of the Florida Building Code, Building. (The roof deck is usually concealed prior to Removing the existing roof system.) 'S. common roots: Common roofs are those which have no visible delineation between neighboring 94units (ie., 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. 14. Exposed cdfings: 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 hall penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. S. Ponding wager: 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. Ponding can be an indication of structural distress'and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be C)i corrected. . Overflow scuppers: QwalU outleis)a It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter/edge walls or other roof extensions may block this discharge it overflow scuppers wall outlets) are not provided. It may be -necessary to install overflow scuppers in accordance with the requirements of. Chapters 16 and, 16 herein and the Florida Building Code, Plumbing. Qq- Verrtiiaiion: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (fhe building itself). The existing amount of attic ventilation shall not be reduced. Exceptlon: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's/Agent's Sign ture Date ontractor'5-6i!�i1aiure . • ...... .... ..... Form AB -326 (Page Z of 7) New 3/16107 ' • • • • • • • • • . . . . . ...... . .. . . ... . . MiAMI•C)ADE � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBOIWOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, ]loom 208 HOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175.2474 T (786) 315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ivww.iiiiattildado.govlbiilldiiigI Entegra Hoof Tile, Inc. 1289 NE 9°i Ave. Okeechobee, FL, 34972 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. Tile Miami -Dade County Product Control Section (In Miami Dade County) and/or the AI -IJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: Bermuda Concrete Fiat Roof Tile LABELING! Each unit shall beara' 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. AiwERTISEME, NT.- 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 ma11ufac4wdr ¢r its dJgtriblltors and shall be available for inspection at the job site at the request of the Building Officiak • • 0 • • .••••• • This renews NOA # 10-0518.01 and consists of pages I through 6. The submitted documentation was reviewed by Alex Tigera. MIAMt•nA13E CO ,AI , UNTY . ...... .... jIQ&No. I I Z14.09 ExpteatIbiCDate: .06/0J/16 Approv,91 Date;ti 16/ 1 �••� Paso 1>?r6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPI; This revises a roofing system using Entegra Flat Concrete Roof 'fife, as manufactured Entegra Roof Tile Corporation in Okeechobee, FL. as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain 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 Static Uplift Testing Dec. 1991 Test Product Annifcaut Dimensions Specifications„ Deserivtion Entegra Flat Tile 1= 16" TAS 112 Flat profile, interlocking, high pressure 94-060A w = 10" extruded concrete roof tile equipped with PA 101 (Adhesive Set) 25-7094-2 two nail holes. For mechanical, mortar or 6606:6 00• PA 102 (4" Headlap, Nails, Direct lleg9999.. ..ly�g�,v 0 adhesive sot applications. Trim Pieces l = varies TAS 112 Accessory h1m, concrete roof pieces for use .... . .. w = varies at hips, rakes, ridges and valley .9..6 varying thickness 09 .. 90 . terminations. Manufactured for each tile A N .WO o.11-041.4.09 .0 profile. 2.1 MANUFACTURING LOCATION 2.1.1, Okeechobee, FL. 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier 'fest Naiue/Renort Date Redland Technologies The Center for Applied Engineering, ]nc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. L a4PRoyE01 7161-03 Static Uplift Testing Dec. 1991 Appendix Ill PA 102 & PA 102(A) 94-084 Static Uplift Testing May 1994 PA 101 (Mortar Set) 94-060A Static Uplift Testing March, 1994 PA 101 (Adhesive Set) 25-7094-2 000000 Static Uplift Testing : .0o OcIM994 00 • 6606:6 00• PA 102 (4" Headlap, Nails, Direct lleg9999.. ..ly�g�,v 0 . 9009.. 0 Construction) 0990 .• . :0066: • • • • • • • • .... . .. 0009• •....• 000000 690:46 . 9 .9..6 09 .. 90 . 9.99.9 A N .WO o.11-041.4.09 .0 Expdatio*n bate; 06/07116 Aprrov.al Date: A9hVfI Pape W66 •••••• 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. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc.. Professional Service Industries, Inc. Celotex Corporation Testing Service 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 Engineers 25-7094-8 Static Uplift Testing Oct. 1994 PA 102 (4" Headlap, Nails, Battens) 25-7094-5 Static Uplift Testing Oct. 1994 PA 102 (4° Headlap, Nails, Direct Deck, Recover/Rer000 25-7183-6 Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Direct Deck) 25-7183-5 Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Battens) 25-7214-1 Static Uplift Testing March, 1995 PA 102 (1 Quik -Drive Screw, Direct Deck) 25-7214-5 Static Uplift Testing March, 1995 PA 102 (1 Quik -Drive Screw, Battens) 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108 (Nail -On) Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108 (Nail -On) P0631-01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs, smooth shank nails Project No. 307025 Wind Driven Rain Oct. 1994 Test #MDC -77 PA 100 R1.894 Physical Properties Aug. 1994 R2.894 PA 112 83.894 395-40011-1 Physical Properties Feb 2004 PA 112 520109-1 Static Uplift Testing Dec. 1998 520111-4 PA 101 520191-1 Static Uplift Testing March 1999 PA 101 Calculations Aerodynamic Multiplier March 2004 Evaluation Calculations 25-7094 Feb 1996 Evaluation Calculations 25-7496 April 1996 Evaluation Calculations 25-7584 December 25-7804b-8 1996 25-7804-4 & 5 25-7848-6 •�• '•�' Evaluation Calculations 25-7183 0000.. M$relr•j,995 Evaluation Calculations Restoring Moment, M,...:.. March.2004 Calculations Two Patty Adhesive Set Sy§*m• • Arril 1999 13343.1 TAS 112 0000 05/0608 06.06. 0006 �I,NQ No. 11-641 h ExplCatimr pate: 96/07116 Approval Date: pSO&M I.* 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. 3. LIMITATIONS: 3.1 Dire 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 W. Such testing shall be submitted to the Building and Neighborhood Compliance Department -- Product Control Section for review, 3.4 Minimum underlayrnent shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30190 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 Entegra `Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120, 4.2 Data For Attachment Calculations. Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (lbf) Length-[ (ft) Width -w (ft) Ente ra Flat Tile 9.7 1.33 .833 Table 2: Aerodynamic Multipliers - ft Tile Profile x (fe) Batten Application I (ft) Direct Deck Apilication Entegra Flat Tile 0.189 .0.205 Table 3: Restoring Moments due to Gravi - M ft-lbf Tile Profile VAT' 411:12" 6":12" 611:12" Greater than 711:12" Entegra Flat Tile Battens Direct beck 1 Battens Direct Deck Battens Direct Deck 1 Battens Direct Deck Battens Direct Deck 6.53 6,97 6.43 6.86 6.29 0.71 6.14 6.54 1 5.97 6.35 flLMIAMIDADECOUNTYM 09.00. 0000 61NUA No. 1147474.09 ExpilAtI Uate: 06/07/16 AlAprova l*Date: 05=1 . Page 4 of 6 .. -. 0 ... 0000.. 0000.. 0000.. 0000. 0000. 0000.. •9999• 0000.. 0000 . . 0000.. 0.. 0000.. 0000 .. 0000 .. 09.00. 0000 61NUA No. 1147474.09 ExpilAtI Uate: 06/07/16 AlAprova l*Date: 05=1 . Page 4 of 6 .. -. 0 ... 0000.. 0000.. 0000.. 0000. 0000. 0000.. •9999• 0000.. Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 1913211 plywood) Battens Entegra 2-10d Ring Shank Nails 30,9 38.1 17.2 Flat Tile 1-10d Smooth or Screw Shank Nall 7.3 9.8 4.9 0000.... 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 61.7 24.4 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nall 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 Rlnc_Sliank Nails 50.3 66.5 48.3 1 Installation with a 4" the headlep and fasterners are located a min. of 2'/" from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Flat Tile Adhesive Tile 2 See manufactures componentapproval for installation re ulrements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. _ Pol foam Product Inc. Average weight per patty 8 grahis, l APPROVED Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Sin le Pat Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Flat Pal ProTm 118 .94 Tile PolyPro;M 40.4 4 Large paddy placement of 45 grams of Pol Pro7l . 5 Mediumpaddy placement of 24 grams of Pol ProTm, l APPROVED 00000. 0000 :; 0000 00 N 00 D00r►0. 11-04001 1.09 ExpIatidn Date: 961117116 Approval Dale: DSWN 0000 Page 5.oL6 . . 0000.... 0000.... 0000.... 0000... 0000... 0000.... 0000.... 0000.... 0000. 0000.. . . 0000 . 0000 0.00.0. 0 0000 0000.... 0000..0000 0000.. 0000 00000. 0000 :; 0000 00 N 00 D00r►0. 11-04001 1.09 ExpIatidn Date: 961117116 Approval Dale: DSWN 0000 Page 5.oL6 . . 0000.... 0000.... 0000.... 0000... 0000... 0000.... 0000.... 0000.... 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". ENTE GRA FLAT TILE LABEL (LOCATED ON UNDERSIDE OF TILE) G. BUILDING PERMIT REQUIItI;MENTS: 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. PROFILE DRAWING ENTE GRA "FLAT" CONCRETE ROOF TILE I- 16' FIELD TILE 16" -I THICK BUTT TILE END OF THIS ACCEPTANCE APP60VED J • 0000.. . .. 0000.. 0000 .. 0000 .. . 0000... 0000 00 0 MAdvo. 11-0414,09 ExpirAtiolli Bate: (k6/07/j6 Api fovaLbate: 0924/11 '00• Page.6oto . . • 0000.. .0000. 0000. 0000. .0•.•. . • •00000 • •0000. MIAMI. � ® NIIANII-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND RE, GULATORY 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) ivww.tiiiamidaq .l;oy/Izer t Owens Corning One Owens CorningParkrvay Toledo, OH 43659 SCOPE: This NOA is being issued under the applicable mules and regulations governing the use of construction materials. Tile documentation submitted has been reviewed and accepted by Miaini-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. Tile Miami -Dade County Product Control Section (In Miami Dade County) and/or the AI -IJ (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 Nvith the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Weatlnerlock'' Specialty Tile & Metal 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 ntanufacturgr or its dist4teigore and shall be available for inspection at the job site at the request of the Building Official. ' This renews NOA# 09-0908.06 and consists of pages I through 3. •••:.. The submitted documentation was reviewed by Alex Tigera. • • • • •, ; _ • •, •0.0.0 •0•• 0 • •••••• 0000• • • 0000• •• •• •• • 000!0• • 0000•• • • , NOA :,:• qQ-0309 03 • • , '. Vkpjration DaIC: 07/31YfY9•: Approval ate:; 07/05/12 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category; Sub-Categoi-y: Material: Roofing Underlayment SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description WeatherlocO 36" x 33.3' rolls TAS 103 SBS self -adhering asphalt sheet material with a Specialty Tile & 36" x 66.7' rolls white or green glass re -enforced polyester Metal Underlayment surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURIGN LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: Test Asenev Test Identifier Test Nanie/Report Date Underwriters Laboratories, Inc. R14610 Follow up Service 03/28/02 IRT-Arcon, Lie, 02-012 TAS 103 02/28/02 PRI Asphalt Technologies, Inc. NEI -006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies, hic. NEI -008-02-01 TAS 114 (1-1) 07/30/02 PRI Construction Materials NEI -045-02-01 ASTM D 4798 & ASTM G 155 08/08/07 Technologies, LLC. NEI -053-02-01 ASTM D 4798 & ASTM G 155 05/01/08 NEI -076-02-01 TAS 103 / ASTM D4798 02/14/11 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated, new construction Deck Description: 15/32' 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 266 Type If 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. Membrane: One or more plies of Weatherlock`o Specialty Tile & Metal Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel tq tlfe gave, 1-dl1i�i mie • membrane to obtain maximum contact. Remove the release membrana A tGe meailmraue is •' applied. Vertical strapping of the roof with Weatherlocko Specialty "'fly&-Meta;Lllxl'erlaymeN4•:• is acceptable. • Surfacing: Approved for Adhered Roof Tile, Mechanically Fastened Roof Tile, MUNI Roofing, Wood 0•.0.0 0000 •�••• Shake & Shingles and Asphaltic Shingle assemblies. • .. .. C• . ..••.• • • • • 006••6 MiQMI•bAb� COEINTY . . NOA•:181 • f2-0309.03 . . .` F '.69x%iration.Dat; 07/3:t"*: Approva'1.0flte♦ 07/05/12 Page 2 of 3 LIMITATIONS: 1, fire classification is not part of this acceptance. 2. ']'his acceptance is for prepared roofing applications. applicable building code. WeatknerlocV Specialty compliance with applicable Building Code. Minimum deck requirements shall be in compliance with ,"ile & Metal underlayment shall be installed in strict 3. Weatherlock' Specialty Tile & Metal under•laynnent shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. Weatherlock° Specialty Tile & Metal underlayment shall not be applied over all existing roof membrane as a recover, but may be applied over roofing Base/Anchor sheet underlayment. 5. Weatherlock' Specialty Tile & Metal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maxinium roof pitch for Weatherlock' Specialty Tile & Metal underlayment shall be 6:12 when tiles are loaded directly to the Weatherlock Specialty Tile & Metal underlayment; loading boards or battens are required on roof pitches greater than 6:12", 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. S. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. Weatherlock' Specialty Tile & Metal underlayment may be used with any approved roof covering Notice of Acceptance listing Weatherlock° Specialty Tile & Metal underlayment as a component part of all assembly in the Notice of Acceptance. If Weatherlock' Specialty Tile & Metal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AND) 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. 10. 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. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center ouhvard in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code, 14. 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 Weatherlock Specialty Tile & Metal underlayment shall be applied over the underlayment. 15. All products listed herein shall have a duality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. •••• . • 0090 0000•0 16. All membranes or packaging shall bear the imprint or identifiable marking of the manrrIre 3.1s nawc o4logo and .• the following statement: "Mianni-Dade County Product Control Approved" or the MitrtrvtWde C;)w)ty•Prodriat••:• Control Seal as shown below. 66000* • • • MIAMI•DADE COUNTY ...4 END OF THIS ACCEPTANCE MlAMr•DADE COUNTY 000•• 0000 •• to :too*: 0 • •••• • •• 40000 000000 •• ••9•• 0900• • • •• •• •• • 000.00 • ...... •• • • • • .0000• � •; OA 11V"fl-€}309.03 •LspgatimrDa*t-07/31;1;i••: Approval Mottc: •07/05/12 Page 3 of 3 MIAMI �) AfIAlrI-UADE COUNTY- PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONil1ENT, AND REGITLATORY AFI'AIRS (PERM) 11805 SW 26 Strect, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) 11-11-w.1111,"» idade.go-docra 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 SCOPE: '['his 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 PCRA - 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 ill 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: 3MT" 2 -Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of Us NOA shall be considered after a renewal application has been filed and there has been.ild Mange 0000 0000.. in the applicable building code negatively affecting th. e performance of this product. . • .. :0. 0.. TERMINATION of this NOA will occur after the expiration date or if there has been a revis j • han a in •lie • 1 144A1� g i; materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorses-mt of an); prodgict, fol;" sales, advertising or any other purposes shall automatically terminate this NOA. Failure to cotiipl)tmrith at); shtidn of 0.... this NOA shall be cause for termination and removal of NOA. • • • • • • • • • • 09:600 .. .. 00 . 0.0000 ADVERTISEMENT: The NOA number preceded by the wads Miami -Dade County, FlIkkCnid followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displfiycd, heli it shall be dotie""" in its entirety.• • • • • • • • •0000• . . . INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11-0124.04 and consists of pages I through 7. Tile submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page I of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof the adliesive Materials: Polyurethane SCOPE: This approves 3111T`E 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2 -Component Foam Roof Tile Adhesive AH -160. Where the attaclmhent calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED By APPLICANT: Product Dimensions Test Product Description Specifications 3MT"' 2 -Component Foam N/A TAS 101 Tivo component polyurethane foam adhesive Roof Tile Adhesive AH - 160 Foam Dispenser R1'FIGOO NIA Dispensing Equipment ProPack4 30 R 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. 0000 MANUFACTURING LOCATION: • • • • • • • • • 1. 'Tomball, TX. • 0000.. .. 0000.. PHYSICAL PROPERTIES: • • • • • • • • • • 0000 .. Property Test Re_, sI fto • • .00r. Density ASTM D 1622 1.6 lbs./ft' • • • • • • • Compressive Strength ASTM D 1621 18 PSI Parallel to rise • • • 12 PSI Perpendicular to rise • ; • • • • • Tensile Strength ASTM D 1623 28 PSI Parallel to rise •..' 0 :0: Water Absorption ASTM D 2127 0.08 Lbs./Ft' •0 0 • Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @I58T., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/1.0/12 Page 2 of 7 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. Note: The physical properties listed above ai-e presented as typical ave; -age values as determined by accepted ASTM test methods and are subject to nat-mal manufacturing variation. EVIDENCE SUBMITTED: Test Agency . Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 Celotex Corp. Testing Services 528454-2-1 TAS 101 257818-1 PA TAS 101 12/16/96 528454-10-1 25-7438-3 SSTD 11-93 10/25/95 520109-2 25-7438-4 520109-3 520109-6 25-7438-7 SSTD 11-93 11/02/95 520191-1 TAS 101 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, [tic. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 , LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Asseml�l';t 00 ra00 2. 3MT11' 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, Igw,*&lligh tilj•ofges. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard M5 J20. *, 6„ 4. Roof Tile. manufactures acquiring acceptance for the use of 3MTI" 2 -Component Foam lk4f ille Adlieslve *AH - 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof'file manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with tacilind assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.'..' . ... F `W 2 F'= MS NOA No.: 12-0228.18 MlAMIDADEGOUi�t7Y Expiration Date: 05/10/17 .. , M olow Approval Date: 05/10/12 Page 3 of 7 ..000 INSTALLATION: 1. 3MT11' 2 -Component Foam Roof Tile Adhesive AH- 160 may be used with any roof tile assembly leaving a current NOA that lists uplift resistance values tvith the use of3MT"r 2 -Component Foam Roof Tile Adhesive AH -160. 2. 3MT111 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof the assembly's adhesive attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof the assembly NOA. 3. 3MT111 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualifled Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio behveen the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). The dispense tuner shall beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or ProPackCg) 30 & 100 dispensing equipment only. 7. 3MT-1r 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MW 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MT11' 2-Cornponent Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Eacl► Generic Tile Profile :-09 •• .. Tile Profile Placement Detail Single Paddy Weight Min. (grants) Tivo•PR jdy Weight Iter padd�%111. (grams" Flat, Low, High Profiles##1 35 •... Jit/A '..• High Profile (2 Piece Barrel) # I 17/side on cap and 34/ an o e o e i/A .... Flat, Low, High Profiles #224 • • • �f/A ---- •Flat, Flat, Low, High Profiles 113 :00:0$ ' NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING; All 3MTt`t 2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT RE QUIRE, MENTS; As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL I SINGLE PATTY Nail through plastic cement Paddy (liereathTrte) Undedayan£nt Paddy (Benrath We) to In. • • • Ea'ie COJfie • • • r Fasda Undyertayment „ Eave course only: Erre closure Keep adheshreappror. 41%up fsomweepholas Nail through plastic cement WOO hyllstietement sgvzttfnchesfntontactx4tilthepanGle 2)7um covers upside down. Place adhesive V2 In. • • • Paddy (Benrath We) Undeda)Tment • • • lheninsta0theliro. u • • r Undyertayment „ • i • • tEaveCourse fascia wopl,4ie Fave course only. Eeve ttosure Keep adhesive approx. Drip edge 4 l up fromweephotes 1) Place enough adhesive to achieve 17 to 23 Optional W's for s(eeppitchappu"%ns WOO hyllstietement sgvzttfnchesfntontactx4tilthepanGle 2)7um covers upside down. Place adhesive V2 In. • • • •' •' To i OL From Outside edge of cover tile. • • • • • • lheninsta0theliro. u • • r Undyertayment „ • i • • • • • _ • Remov top porton of Ora eave ' ' . • Ir_alhtng • • • coursecovertle. •• • Abut t0 setOfld GWrie 0} optional pantlles.EnsureeaveendaI Pan and cavanits are Polnt-e l3odar flush ateava line. an longitudinal�de edges of Via Eaveclosure Viet -ole Fascia Ito r (moriassharm) NOA No.: 12-0228.18 Exliiration Date, 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Paddy (Beneath Tile) Nail through plastic cement Paddy f8eneath rile) Undedayment Underlayment 7 1 n. O Eave Course Fascia Fascia Iveophole Eave Course Eave closure Eave Closure ft edge NOA No.: 12-0228.18 Exph-atioii Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 6666 0666.. 00 69* 000*00 • 00 060009 V69*0 0 000 0 0 0..* : NOA No.: 12-0228.18 Exph-atioii Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 Nall through plastic cement e I Single paddy 3 inunder 3 in. file ` Single paddy on 21)74 in. under- under. layment ° layment ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Paddy Nall through plastic cement (between tile) tlnder}ayment paddy (under tile) ° Lave Course SingleNpaddy 21n. X 71n. medium on tosize paddy save fascia course only IHall through plastic cement \ r r�31n.x31n. 4 Single paddy onunderiayment 2 Single paddy on top of file Have Course 4�in.x3In' �5 Single 41n� ` 2 in. paddyon under. •••. layment SingIs paddy on top of tile Fave Course eddy tile Single paddy between the t:aYECieSUre 2 In. xtlx'J7 in. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE Single paddy under tile Single paddy between lite 2 in. x 7 In. medium size paddy save course only %` fascia " Weephale ave closure Drip edge NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 0000 1 • •••. 0000•• • • . • • I.ee•• • Y• 0000•• • ease •• •• • 1 • • • • sees • •• 0000• 1•es0• 0000 •0.00 a . • e • 1. •. •• • 0000•• • 1• • • 1 . • . 0.00.0 ..0000 1 • • • • / . • .sees•sees : NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7