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RF-11-2313Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 167832 Permit Number: RF -12 -11 -2313 Scheduled Inspection Date: February 14, 2012 Inspector: Bruhn, Norman Owner: RUIZ, AMPARO Job Address: 61 NW 108 Street Miami Shores, FL 33168 -4310 Project: <NONE> Contractor: PAUL KAWALEK ROOFING CO. Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (305)754 -0010 Parcel Number 1121360110270 Phone: (305)754 -0191 Building Department Comments RE ROOF TILE TO TILE COLOR THRU Inspector Comments Passedaop 0L/% Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 13, 2012 For Inspections please call: (305)762-4949 Page 9 of 17 F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION•INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 Owner's Name: Job Address: SITE SPECIFIC INFORMATION � ii pig- Ay i ?t- _ 6r NkJ /A 5r M� , hie items, �-1 Roofing Contractor: KA- OA IE i �op} i ^.l G, Permit Number: /R/'- / (, Z� /3 Type of Tile: if M /13 — Approximate Roof Height: // feet Slope: 3 :t 2- Approximate Square Footage: // 9 °® Type of Access to Roof: - ' Ladder OtherRequired Testing Force: 35 lbs. Testing Equipment: F.G.E. 100x Shimpo Instrument Date Installed: '" '2 4q2 Date of Inspection: 1. "1 '/2 ft2 TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F 1 2i44 6 21 i7 6E 35 41 61 81 2 22 r 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 / 40 / 60 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: 3) ft Area Units or ft2 No. of Tests Perimeter 7-•v° /0 Field /r oO 1 Corners lb Hips & Ridges C Bp RESPECTFULLY SUBMITTED BY: /a FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB, LLC m.- Dade LabterttR4tioti # 07- 0611.11 (1 Al t) t o 6 Sr- /v//41441. //-D/, 4'I_ Contractor. KAU) ROOF, x16, 6) TO MINNIONINNONMEHMEORMINIBROMMINIMMIUM ttttt■ 11l tt#MM1111111`11111111i111111111■ ■■11 111 1■1 1 1■1■RRIEI /•1II$Il1'RSi1111111M•U■ i/ ii1 11/1 1111■1111iiii11iisi111111it1■ ■1 1 I1111■1 1■liillill1•111111i111111111111 ■el ■111 111 1 111 /:11111;11111111111111ii1111 ■1®11■ 1 111111i1111111111111111111111111111ii11111 1 ■111111111MOIN X11111 1111511111;111 MIN 1111111111111111111MILORREMERIMMEM111111111111111111111 1111111111111110111111111111111111111111111111111111111111111111111111111111111111 ■1111 11iii11 111111111111111111111111111R■ WHIMIRINUFMNINUMBURNIMENRIMINNWE 111111l111►t,41111111111111 111 11111l111111111111.11111111151111111a11111■ 111111111 ,8111111111 ^�11#111111#id �ll'11111111111! ■1111r11111111111il11 n,i11Celtl11i1111111111 11 sss'11tiSa11 ` 1111#11i1611111111MIMPI'IBUSlilti$UR MUM C�MONIIIIMPI [C1111MINVINVII L ARPIWI1/111/11t Mill 1== =_ _ - :7,11 - == 1y1M1s1111111MO ■1t111r 111 IMa111R1N'I111 M IIII.1111111111■ ■111111111C�11T7 1 r�1 ■11�i111�FJ�f11![111111111■ 111111 /NIMM11 1 1111111/!1' SPIIl.11I111111t111 ■1111I&411111111;�1,4amazin Li'111111111111t 11111i1r11111 ia1 111lai�ii iiilll111111111111111 " viii i'i7iti ■/111111011 i11i11liga rI111 111 ii1i1111■ 1 3c. 1ZZ 111UH1i11 1 11111111111111111111111.11111111111111111111111111111111111111111111111111111111111111111 11111111111111111111111111111111011111111111111111.111RUMMUM ■mmum 11111 11111'11111111111111111111i1 111/1 11111 1111"$WURUUB11'11llUMRRRUR1` ■11111111111111111111111111i 11i111111111■ 11111111111111111111'11111111111 1111111111W 11'1111111 Notes RE: Permit # (kF is -11 -a3 ►3 NAA }( ,wck,1 eK Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT (Print name and circle License Type) License #: C,G 0 b B S 0000 r] On or about `t '13O OL41/1 113) is licensed as a (n FS 468 Building Inspector Engineer / Architect, , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at 61 N VI✓ I 0 +11 5 1 (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. Swom to and subscribed before me this Notary Public, Sate of Florida at Large , "011111111 / /// 0 31•' 4 s' '''�i,, day of ��`�� a ���_ p'- Air *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 r2� Vet t BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING MVIZZMEE`I D c 1 4 2611 BY* Permit No. 11-- 2 Master Permit No. OWNER: Name (Fee Simple Titleholder): Moir 1 a( (M Z Phone #:_ D 1 81 — g 8 b i Address: 3q0 Zip: 3 13 1 City: M 1 fila'1/1,1 J!' h® r'e Pa State: �L � Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: b I Iv \ 1 D i + .M- City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: ee:: 40Lw& R tib'F 1 VIn Address: 194433 t✓ �1. 11' tt nod City: 1��1r1 hew- State: rL P x 1 Ka��al �K Phone #: 305 175 1-1 "'®1 Qualifier Name: State Certification or Registration #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: /fav Value of Work for this Permit: $ i 01 1701) Square/Linear Footage of Work i Type of Work: ❑Address ❑Alteration ❑New ®Re air/Re lace ❑Demolition Descri on'a P4 o, �.r' c � a sal no °�'1 1e 1''O ® 3 i Gi..L� 1� 1°ill dl, new Eagle. i - . �IAc -e e C-01 0- roc3 rotf4 1Ie.. y kfll, 6,010r o f r 1 ,i. Ramona. Zip: ,33 Da"/ Phone #: Certificate of Competency #: 012115 0 0007 COLOR THROUGHROOPTI IS REQUIRED acknowledged by ********************** * * *a�** ***********Fees****jlx.* ******** �xa��x�x ** **+x ****e�a��aa��u******* Submittal Fee $ Permit Fee $ _ %��'! J CCF_$ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE fp Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to 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 ma: - and a reinspection fee will be charged. Signature ��_ Owner or Age n 1- The foregoing instrument was acknowledge . efore me this day of +�-° , 20< <, by , `ArZA 13 . who is personally known to me or who has produced et—` ` � As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY \ �7 f °r Sign: N � "4"/ r it Print: 17- Op7659a t/ p / L' FLOR\V \ \\ Signature c'cukitUctkuzueek The for : •'ng instru day of Contractor en as ackn 2011 , by 1 ged me this who is personally known to me or who has produced as identification and who did take an oath. NOT ' Y PUBLIC: Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TiME OF FIRST INSPECTION PERMIT NO. R T \\-C93V3TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMi DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, FloridaStatutes, the following information is provided in this Notice of-Commencement 11111111111111101111111111111111111111111111 CFN 2011 R0338 2011R0338124 DR 61._27927 Ps 2228; (1PS) RECORDED 12/14/2011 12:16:21 HARVEY RUVIN, CLERK OF COURT IIIAIII -DADE COUNTY? FLORIDA LAST PAGE NV f .►�t Space above reserved for use of recording office 1. Legal description of property and street/address: b f 'v V 1 O S �'�t Miami am I .5ho re f 33 138 2. Description of improvement: Re --TOr 3. Owner(s) name and address: interest in property: 0 1A/her Name and address of fee simple titleholder. 4. 3 n acjo ' r. s name, address and phone number: 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. W9 rt1 8.1n addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the capitation date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARECONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPE • • YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK - % - - - NOTICE OF COMMENCEMENT. Signet re(s) of • - er(s) • • er(s)' Authorized Officer/Director/Partner/Manager Prepared By Prepared By Print Name Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE ��ti�HltuiH 1111 The forego( instrument was ackno ledged before me �iis _ t �- day of `.�4\�p19 SUp� �•Y'0 C By 4 - -- t Z ; Q : gypIFif; •:c ❑ Individually, or ❑ as for 03106/2012 ❑ Personally known, or ❑ produced the following type of identification: • = _ Signature of Notary Public: / 4:1111► m Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature By 123.01,52 PAGE 3 3/10 0_ wner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By S TATE OF FLORIDA, 9.fi'TB -',r O = D a, 1 HEREBY CERTIFY that thIS IS a Pala GOP Of gli1 original filed in this office en day of AD20 1 ESS r11 /nd and Official Seal. HAR 3 I VIN, CLERK, of Circuit and County Courts D.C. MIAMI.DADE COUNTY Building and Neighborhood Compliance Department 11805 SW 26 Street (Coral Way) Miami, Florida 33175 -2474 786 315 -2100 OWNER'S AWIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami -Dade County Building and Neighborhood Compliance Department 11805 S.W. 26th Street (Coral Way) Miami, FL 33175 -2474 !WWI aV\IAlz. Re: Owner's Name: Property Address: 61 /W 104-14‘ .+- Roofing Permit Number: Dear Building Official: MGi r l �� e �-1 , certify that I am not required to retrofit the roof to wall connections of my building because: L( The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC), or with the provisions of the 1994 edition of the South Florida Building (, 994 SFBC). Signature of Prop h. 4-a_t. is- Trezeft.._,„A-- Zut-z. Print STATE OF FLORIDA COUNTY OF \s,M !� � >40.„ s Swom to and subscribed before meat .....s ..3 ' %s�� day of 12. _ 2 2012 PU • _ Personally Known Produc rl II3. C ®D165901 When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC or with the 1994 SFBC, an affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. Property inflation Report Page 1 of 1 My Home 1 Property Information Report Summary Details: MIAMI-DADE ? Folio No.: 11 -2136- 011 -0270 Property: 61 NW 108 ST Mailing Address: ALFREDO RUIZ 61 NW 108 ST MIAMI SHORES FL 33168 -4310 Pro perty Information: Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/1 Floors: 1 Living Units: 1 Adj Sq Footage: 1,487 Lot Size: 9,225 SQ FT Year Built 1952 Legal Description: DUNNINGS MIAMI SHORES EXT NO 7 PB 52-33 LOT 11 BLK 214 LOT SIZE 75.000 X 123 OR 21959 -3593 07 2003 3 OR 21959 -3593 0703 01 Assessment Information: Year. 2011 2010 Land Value: $45,979 $51,170 Building Value: $113,119 $113,125 Market Value: $159,098 $164,295 Assessed Value: 8159,098 $164,295 Taxable Value Information: ear. 2011 2010 Taxhrg Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $01$159,098 $0/$164,295 County: $01$159,098 $0/$164,295 City: $01$159,098 $015164,295 School Board: $0/$159,098 $0/$164,295 Sale Information: Sale Date: 7/2003 Sate Amount $0 Sate O/R: 21959 -3593 Sales Qualification Description: Sales which are disqualified as a result of examination of the deed View Additional Sales [Close window/ IClick here to Print/ This report was created on 11/9/2011 4:31:38 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. http:// gisims2. miamidade .gov /myhome /proptextprint.asp ?folio= 1121360110270 &cmd = 11/6/2011 0 4 Florida Building Code Editio High Velocity Hurricane Zone Uniform Permit Sectlo A Gen 1 lnf Miami Shores Village DA Process No Con KAAVO,IeR op-Pi n FEDERAL, 40bAdarlicsii-71 IV tAl log4h STATE AND CCLINTY RULES AND REGULATION ROOF CATEGORY O Low Slope 0 Mechanically Fastened Tile erMortar/Adhesive Set Tile ▪ Asphaltic 0 Metal Panel/Shingles 0 Wood Shingles/Shakes Shingles Are there 0 Prescriptive BUR-RAS 150 Gas Vent Stack3? Yes Li No ra ROOF TYPE Type: Natural LPGXLI O New Roof Re-Roofing 0 Recovering 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 0 qoo icioo Section 13 (Roof Plan) Sketch Roof PI= 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. 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Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof TestinglCalculation Documentation 123_01-48 12/09 PAGE 1 a Building Edition ° r ' 7 High Velocity Hurricane Zone Uniform Permit Application Fonn Section D - f Stee_oaed Roof Svsteml Roof System Manufacturer:. Fa e L Notice of Acceptance Number: 11- 03 al I 0 Minimum Design Wind Pressures, if Applicable (From RAS 127 ,Y Calculations): P1: '1 � b P2: 1001 b P3 100117 Maximum Design Pressure 5 (From the NOA Specific System): ` Method of the attachment: oINI -FD C-W atil cS I J e Roof Slope: 3 :12 Sip Sloped Roof System Descriati I1Y12 woo ci Undolayment n: 11k3o An f Fire Baling,. Ridge Ventilation? ' astener Type & Spacing: dhesive Type Cap oof Covering: Type & Size D p 90: 3 r g 129_0148 1 PAGE 4 ROOF ASSEMBLIES AID ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mr. If the Mf v lues are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. s� gMMethod 1 "Moment Based Tile Calculations Per RAS 127" (pi, mrrkbxxt�a1sa.131 Mg: LVav7= Mrl1?i-1_1 (P2: look' x 7l,o,I V1 �y� '�3LL - Mg: b. b5 =1,r2ait q 1 (P3 :'OD{ x?vt o =T3.31j.Mg: 1,12_5=m,.,9.1.qi Product Approval Mf Product Approval Mr Product Approval Mr 41 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf 5 5 5 Mr required Moment Resistance* Mean Root Height -0 Root Slope 4, 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 38.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 j 32.4 7 :12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules d Appeals. For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F' values are greater than equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" x L = x w: = ) - W: x cos B = Frl Product Approval F Product Approval r Product Approval F' (P1: (P2: (P3; x L = x w: = -W: xL xw:= ) -W: x cos B = Fr2 x cos B = Fr3 Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by P13 based c,n ASCE 7 Mean Roof Height 1-1 lob Site Roof Slope B Job Site Aerodynamic Multiplier d Product Approval Restoring Moment due to Gravity Mg ■ Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance Ma Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval _ All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING COUNTY £OUNTY )Sdsvn's Pea(lent Eay Day OWNER'S NOTIFICATION FORM SECTION 1524 HIGH VELOCITY HURRICANE ZONE — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initials in the designed space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for t e purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). `1 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants and adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining its appearance. 4[113 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, shall not be required. Owner's /Agent's Signature: Contractor's Signature: Property Address: 123_01-197 12109 Date: /c9- / Permit Number: /3 / I/ bI VW rD ""w'3,1' MIAMbI]ADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov/bu ildine/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product 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: Malibu Concrete Tile LABELING: Bach 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 #06- 0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers. MJAMI DAD COUNTY APPROVED NOA No :11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof 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 Applicant Dimensions Malibu Concrete Tile 1 =17" w =12W W thick Trim Pieces 1= varies w = varies varying thickness Test Product Specifications Description TAS 112 Low profile, interlocking, high pressure extruded concrete roof tile equipped with three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes,•ridges and valley terminations. Manufactured for each tile profile. NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test Agency PRI Construction Materials Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Identifier PRI06178 Test Name/Report TAS 112 7161 -03 Static Uplift Testing Appendix ID TAS 102 & TAS 102(A) 7161 -03 Wind Tunnel Testing Appendix I1 TAS 108 (Nail -On) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails 94 -060B 94-084 P063I -0I Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -76 25- 7183 -1 25- 7183 -2 Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) D Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Battens) Date 08/23/06 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 Aug. 1994 Sept. 1994 Oct. I994 Oct. 1994 Oct. 1994 Oct. I994 Feb. 1995 Feb. 1995 NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05 /12/11 Page 3 of 7 The Center for Applied 25- 7214 -2 Engineering, Inc. 25- 7214 -6 Celotex Corporation 528454 -2 -1 Testing Services 520109 -2 Walker Engineering, Inc. Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Walker Engineering, Inc. Walker Engineering, Iric. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Calculations Walker Engineering, Inc. Calculations Static Uplift Testing TAS102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing TAS 101 Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multiplier Restoring Moment Due to Gravity March, 1995 Sep. 1998 Dec. 1998 April 1999 March 1995 February 1996 April 1996 December 1996 Sep. 2006 Sep. 2006 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. NOA No.:11- 0321.01 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 4 of 7 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (ibf) Length -1 (ft) Width -w (ft) Malibu Tile 9.5 1.417 1.04 • Table 2: Aerodynamic Multipliers - X (ft3) Tile Profile a (ft3) Batten Application A. (ft3) Direct Deck Application Malibu Tile 0.305 0.282 Table 3: Restorin, Moments due to Gray - M. ft-lb Tile Profile 3 ":12" 4 " :12" 5 ":12" 6 ":12" 7 ":12" or greater Malibu Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck. Battens Direct Deck Battens Direct Deck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nall-On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Malibu Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nallel 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fasterners are looted a min. of 2W from head of tile. MIAMIDAD COURT APPROVED NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 5 of 7 Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Pa Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Adhesivez 26.13 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Sin le Pat Adhesive Set stems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Polyfoam PolyProTM 86.61" Polyfoam PoIyProTM 45.54 4 Large paddy placement of 54grams of PolyProw. 4 Medium paddy placement of 24grams of PolyProT"'. 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 ". EAGLE.--or" FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:11- 0321.01 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 6 of 7 Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Malibu Tile Mortar Set' 20.60 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 ". EAGLE.--or" FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:11- 0321.01 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 6 of 7 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. PROFILE DRAWING MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No. :11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 7 of 7 MIAM4CIr E COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidadezov/buildina/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product 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: Polyglass Polystick Underlayments 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 and revises NOA # 09- 0806.07 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MwMMMMALE COUNTY APPROVED NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub - Category: Underlayment Material: SBS , APP Self- Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Facer of Membrane with surface printing) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Dimensions Roll: 65'8" x 3'33/8" 60 mils thick Roll: 65' x 3'33/8" Or 65' x 3' 80 mils thick Roll: 32' 10" x 3'3-3/8" 100 mils thick Roll: 65' x 3'33/8" 80 mils thick Roll: 32'10" x 3'33/8" 130 mils thick Roll: 61' x 3'33/8" 60 mils thick Test Product Specification Description TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofmg, roof tile, slate tiles and shingle underlayment. TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof Underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 2 of 8 ° PRODUCTS DESCRIPTION: Product Polystick Dual Pro Manufacturing Location #2 Dimensions Roll: 61' x 3'3 -3/8" 60 mils thick MANUFACTURING PLANTS: 1. Hazeiton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. Test Specification ASTM D 1970 Test Identifier 11756.04.01 -1 11756.08.01 -1 02202.08.05 P5110.08.07 P10870.09.08 -R1 P10870.04.09 P33360.06.10 P33370.03.11 P36900.09.11 PRI01111 PUSA - 005 -02 -01 PUSA - 018 -02 -01 PUSA- 035 -02 -01 PUSA- 033 -02 -01 PUSA - 055 -02 -02 PUSA- 083 -02 -01 PUSA - 089 -02 -01 JX20H7A RX14E8A DX23D8B DX23D8A Product Description A rubberized asphalt self - adhering, glass- fiber/polyester reinforced waterproofing membrane, specific for use as a high temperature underlayment. Designed as a metal roofing. Test Name/Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D1970 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 07/01/10 03/02/11 09/01/11 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type I1 or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"-head lap. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-Y2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. 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. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. 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 Polystick shall be applied over the underlayment.. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, and Tile Pro may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, roof tile systems and quarry slate roof assemblies. IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Dual Fro may be used in all the previous assemblies listed except roof tile systems. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (days) Polystick MTS MTS IR -Xe TU TU Plus TU P Tile Pro Dual Pro Winter Haven, FL. 180 180 180 180 180 180 180 Hazelton, PA. N/A 30 30 180 N/A N/A N/A 7. 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. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Tile Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR Xe Polystick TU, TU Plus, TU P, Tile Pro Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. MIAMI•DADE COUNTY APPROVED NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles (6 Max. Per Stack) 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile.Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro 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. LABELING: 1. All membranes 'or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 11 -0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter- battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6'/ "/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. MIAM4DADE COUNTY APPROVED NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 7 of 8 • 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA).. PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 8 of 8 MJAM3 COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC1 BOARD AND 2S1DE,1;'mily ;STI.+. Dr' ISI(+N NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 M (AM I -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Mi mil Florida.33175 -2424 +,7g61315-2590 F (786) 315 -2599 www.minmidmIceov/builcline/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC • reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity.11urricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 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.# 06- 0201.02 and consists of pares 1 through 7. The submitted documentation was reviewed by Alex Tigera. MJAtMI.DADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Pagel of 7 ROOFING COMPONENT APPROVAL: Catego ry: Sub Categofy- Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products. Inc. 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 Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro® AH160 N/A Foampro® RTF1000 N/A ProPack® 30 & 100 N/A Tes Product Description Specifications TAS 101 Two component polyurethane foam adhesive Dispensing Equipment 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 Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs./ft' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 °F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMI OADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2of7 EVIDENCE SLBMITTED: Test Azencv Test Identifier Test Name/Report Date t.cntcr for Applied Enri ecrin b #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25-7438-4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 06213[1j 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 Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANRI -STICK roof the adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F — , F'— 'h MIAMIOADE COUNTY APPROVED MS NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INST'ALLA I•ION. 1. Pciyproo±> :Ai I h() may be used with any roof tile assembl;, rian' n:z a current NOA that lists uplift : esistance values with the use of Poly cra :\ i160. Pdlyprou?) A11160 shall be applied in compliance with the Component Application section and the ccrrespcndinfz Placement Details notcd.1 herein. The roof tile assembly's adhesive attachment with the use oFPolypre® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet er exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polyproe) AH160 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 Polypro® AH160 has been dispensed. 9. Polypro® AH 160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI OADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE. PLACENIENT DET k IL 1 SINGLE PATTN .1sii :trough ;:nistic ,;9fnent ?lure ',9,?neain ie ayment 10 In. Erie COQ Ears course only: Keep adhesive appro., 1 In. up from weepholes through Mastic Imenaymeni wry ,Sonnatn 7:tel 10 2 In Erne Come Eve mum only: Keep adhesive approx. 4 fn. up from wesphales Facia Ykephole Eave closure Drip edge Nail through plastic cement Paddy (Beneath.Tile) 1) Placa enough adheslve to achieve 17 to 23 square Inehet In contact wills Ihs pan tile 2) Turn corers upside down. Pace adhesive 1121 To 11n. Prom outskle edge of cover tk Then install the life. Underlaymonl Optional las for steep pitch applications Net through plastic camant Ears Closure MIAMI•DACE COUNTY APROVED Fuels Ream top portion of the lave CNN GNP MO. Abut to second course of pan Mat Ensure aus end of par and cow Wes an Kush at ewe he. Ern closure (monar shown) Weaphole Fuels Shuttling Optional Mk, Mortar longlludErml edges Mtn. Nak No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/1 1 Page 5 of '7 Nail thrcugn plastic cement _ DHE`11, )i PI_.aCE.LIE' I Di. [A11 S1.ti(..;I_E P..1T\ Paddy ,8aneath "pie) NO through plastic camen ?eddy [Beneath Tile) Underlaymenl Underlayment Eave Closure Nail through plastic cement Underlayment Fascia Faecla weepdole Eave cloture Drip edge Paddy (Beneath The) Eave Closure MIAMI.DADE COUNTY APPROVED Eave Course NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 ADHP'1%,F Pi .kc. v_qFyr DKr \II 3 DOFBI.F. 13-k117Y Nail through plastic iiament Pidny tbetween te Picky (under tile) (3 n. x3 in. Single paddy on under- layment Single paddy under tile Single paddy on top of the Eave course 2in. X / in. medium size paddy eave Facia course only Nell through plastic cement Nail ihrougn ?iastIc :emant/ Underiayment Single paddy on under- layment Single 3addy J nder ilia Single paddy between tile 2in. xl in. medium size paddy save course only 3 in. 41n. ■ Single paddy on top of tile Eave Course Fascia Weephole Save closure Drip edge Single paddy between tile OP' 31n.x 3 in. Single paddy on underiayment Single paddy on top of tile Eno Course Eave Closure 21n. x 1 in. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE MIAMIOADE COUNTY APPROVED N0.-k No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7