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RF-10-10 3 ; ^� 7 3 � h F3 3 f: F3 I .I v ��t 11 I ' 3 a� 1 Miami Shores Village ftk 10050 N.E. 2nd Avenue �,� " Miami Shores, FL 33138 -0000 " Phone: (305)795 -2204 ' o Expiration: 07/1112010 Project Addres Parcel Number Applicant 58 104 Street 1121360131060 JACQUELINE PINERO Miami Shores, FL 33150- Block: Lot: Owner Informatio Address Phone Cell JACQUELINE PINERO 91 64 Street HIALEAH FL 33012 -2663 Contractor(s) Phone Cell Phone QUA LITY ROOFING CONTRACTORS 11 305-751-0382 Valuation: $ 10,300.00 Total Sq Feet: 1700 Type of Work: Re Roof For Inspections please call: Additional Info: the and flat (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $6.60 RF -1 -10 -36736 $ 329.60 $ 50.00 Education Surcharge $2.20 Permit Fee - New Roof $300.00 RF -1 -10 -36736 $ 329.60 $ 329.60 $ 0.00 Scanning Fee $12.00 Check #: 26174 Technology Fee $8.80 Total: $329.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated January 19, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy January 19, 2010 1 12I2D�t -# 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 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 20 Permit Type BUILDING ROOFING' Owner's Name (Fee Simple Titleholder) Charels Vita Phone .# Mike ( 305) 607 -3847 Owner's Address 58 N.W. 104 Street City Miami Shores State Fl Zip 33150 Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 58 N.W 104 Street City Miami Shores Villaee County Miami -Dade Zip 33150 FOLIO / PARCEL # 11- 2136- 013 -1060 Is Building Historically Designated YES NO X Flood Zone Contractor's Company Name Quality Roofing Contractor, Inc. Phone # ( 305) 953 -3333 Contractor's Address 13800 N.W. 1st Avenue City . Miami State Fl Zi 33168 Qualifier Name Carlos Aroeho Phone # (786!) 367 -2029 State Certificate or Registration No. RC0058627 Certificate of Competency No. 000017889 Contact Phonc Marylou Hernandez— Arocho E -mail clualityroofing88@yahoo.com Architect/Engineer's Name (if applicable) Phone # 2 Value of Work For this Permit $ _ 10, 300.00 Square / 100sgft. Tile Linear Footage Of Work: 2 00sc#t-. Fiat— Type of Work: ❑Addition ❑Alteration ❑New] Repair/Replace ❑ Demolition Describe Work: Reroof to a new Tile - and Flat Cap sheet roof . a Submittal Fee $ S ®� Permit Fee $ CCF $ • (pO co/cc s Notary $ Training/Education Fee $ Q. 44C11 Technology Fee $ Scanning O .Q . n o Radon $ DPBR $ Bond $ Double Fee $ Violation date: p, Structural Review. $ Total Fee Now Due $ See Reverse side 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 not be approved and a reinspection fee will be charged.. e 4'dU- Signatur �,�.� Signature � % ✓�._._ �� Owner or Agent Contractor The foregoing instrument was acknowledged before me this 3 0 The foregoing instrument was acknowledged before me this 30 day of e - , 2009 , by -M :c cL, ,fie � r�o, e , day of J9 e- _ 20 0 S, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: E Sign: Sign: Print:. Print OTARY PL•SLIC -STATE OF FLORIDA IN I4� PLTLIC• My Commission Expire,..����.,,, Marylou Hernandez My Commission Ex �,z l0 oFO�A ft 'l- Commission #DD930046 Comm s n #e�dez Expires: OCT. 2013 •••,,,•••�' E� pins: D D 9 30046 BOND&D TSItII ATT.ANriC BOh93NG CO., INC T�II 18 A *�� 01-i *a�,� APPROVED BY p�` /(1 Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) OR Ok 27147 Ps 1271; (Ips) N OTICE O F COMMENCEMENT RECORDED 01/13/2010 10 =07:31 HARVEY RUVI8Y CLERK OF COURT A RECORDED Corm ON THE ,ice SITE AT TIME FIRST =W= HARVEY COUNTYi FLORIDA PERMIT NO. TAX FOLIO N o. 11- 2136 -013 -1060 LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI -DADS: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and streetladdress: 58 N.W. 104 Street Miami Shores, F1 33150 2. Description of improvement: Reroof to a new Tile and Flat Mineral Cap sheet roof. 3.Owner(s) name and address: CAV Developfflent ILC _ / Karl g V; a 58 N.W. 104 Strei?t Miami. Shores, Fl 33150 Interest in property: (leaner Name and address of fee simple titleholder. N/A 4. Contractor's name. and address: Oijality hoof; ng r nni- ranf Tnt- 13800 NW 1st Avenue Miami Fl 33168 5. Surety: (Payment bond required by owner from contractor, if any) b bAD "ti�� « a,YC, Name and addressLr?�1�� . the s y of the Amount of bond $ 00 1 Hf a =to n tl p 20 6. Lender's name and address: iT 5 WO GLE ® D.C. 7. Persons within the state of Florida designated by Owner upon w notices_ uments may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address N/A 8. In 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 and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a dif e Vtte ifi( _ r� ignature of Owner Print Owner's Name r'7. -e 3 L X Q Prepared by Carlos Arocho Sworn to and subscribed before me this 0 day of Dee . , 200 `}. Quality Roofing Contractor, In Adder : 1 3800 N.W. 1st Avenue Notary Public Miami, Fl 33168 Print Notary Name ( 305) 953 -3333 My commission expires: ge " " . ou HeM eZ 123.01 -52 PAGE 4 8102 E CUX0 1lSSltlil Expires: OCT. 10, 2013 HOrIDSD TIMU MAATIC BMIiY4C0. M s�!O.�s h� Diu .S�o�e� ?J��a ye �'ld y 7�etia�ire�t 10050 NE 2nd Ave * Miami Shores, FI 33138 per. Phone 305 - 795 -2204; Fax 305 - 756 -8972 � RIDA 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: 12/30/09 10050 NE 2 Ave Miami Shores, Fl 33138 Re: Owner's Name: CAV Development LLC/ Charles vita Property Address: 58 N.W. 104 Street Miami Sh Fl 3 3150 Roofing Permit Number: Dear Building Official: I Charles vita certify that I am not required to retrofit the roof to wall connections of my building because: ® The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. 0 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) IASI I A Signature Print Name 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 3 0 day of NOTARY PUBLIC -STATE OF FLOPMA "•, Marylou Hernan.deX Notary Public, Sate of Florida at Large y _ ':Commission #DD9300 „ m•• ' F,xpires: OCT.. 2013 When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00dinnection he bull �ii>Ba wrth FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to W Hurricane Mitigation. Property Information Map Page 1 of 1 My Home Miami -Dade County, Florida MIAMI-tE 1110=111111 lip Property Information Map CA rJ ) 0e Ve = - I °P A lvk- �I Summa Details: * • b • j NW Z;i" sT Folio No.: 11 -2136-0 3 -10 y- i1� Pro 8 NW 104 ST ' '' ailing LASALLE BANK NATIONAL •I Address: ASSN 150 ALLEGHENY CENTER PITTSBURGH PA 15212 - "'� r Properly Information: - +► " F 0 SINGLE FAMILY NW 104TH ST Primary Zone: - s SIDENCE CLUC: 1 RESIDENTIAL - GLE FAMILY z' I Beds(Baths• � Floors: 1 Laving Units: 1 3P, d Foote e: 1,363 LotSize: 150 SQ FT ear Built: 1938 IAMI SHORES SEC 5 NW 16380 ST PB 10-47 LOT 12 & W1/2 LOT 11 BLK 124 LOT Legal SIZE 75.000 X 122 OR 'I Description: 17252 -0930 17324 -1944 1 06961 COC 25396 -4909 2 2007 1 OR 27028- ` 599 090912 r Assessment Information: 2009 2008 Land Value: $105,448 215,690 Digital Orthophotography - 2007 0 112 ft Bulldln Value: $110,937 1333,795 118,105 Market Value: $216,385 333,79 This map was created on 12/24/2009 8:28:57 AM for reference purposes only. wed Value: $216,385 Web Site © 2002 Miami -Dade County. All rights reserved. Taxable Value Information: Y ear: 2009 2008 Applied Applied T axing Authority: Ex Exempti Value: Value: R Tonal: $01$216,385 $01$333,795 = un 1$01$216,385 0!$333,795 0/$2163385 0/$333,795 chool Board: 0/$216,385 0/$333,795 Sale Information: S ale Date: /2009 Sale Amount: 100,000 S ale O/R: 7028 -2599 S ales Deeds to or from financial Qualification nstitutions Description: View Additional Sales http: / /gisims2.miamidade.gov /myhome /Printmap. asp? mapurl= http: / /gisims2.miamidade.g... 12/24/2009 SECTION 4402 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 44 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Nt� 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 44, Section 4402 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural 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 Section R4403 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. O 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. v�) !ly 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. S. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Sections 4402, 4403 and 4413. 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. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature Date Contractor's Signature S$ IJ - tJ . 1 ©K 5T Property Address Permit Number ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information Master Permit No. Process No. Contractor's Name Quality Roofing Contractor, Inc. .lob Address 58 N.W. 104 :street ROOF CATEGORY IX Low Slope ❑ Mechanically Fastened Tile B Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal PaneUShingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof 11 Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) 500Sgft. Steep Sloped Roof Area (SF) 1200sgft. Total (SF) 1700sgft. 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. fV q d I �i I 15.32 FLORIDA BUILDING CODE — BUILDING HIGH - VELOCITY HURRICANE ZONES F- Florida Building Code Edition 2004 HIGH Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slope Application) Fill in Specific Roof Asserimbly Components Fastener Spacing for Anchor/Base Sheet and identify Manufacture Attachment Of a component Is not used, Identify as ( "NAJ System Manufacture 0=. Field_ @ Lap, # Rows 8 ° oc NOA No. OS- U227_07 Perimeter oc @ Lap, # Rows—A-0--E-oc Design Wind Pressures, From RAS 128 or Comer @ Lap, # Rows Calculations: Number of Fasteners Per Insulation Pmaxi: 2Pmax2AVjPmax3: 124_ Board Max. Design Pressure, From the Specific NOA Field N A Perimeter N&L Comer N A System Illustrate Components Noted and Deck: Type: wt3od 1 x 6 Details as Applicable: Y Gauge/Thickness: WA Woodbloc king, Gutter, Edge Termination, Slope ,5 Stripping, Flashing, Continuous Cleat, Cant Anchor/Base Sheet & No of Ply(s) N/A Strip, Base Flashing, Counter- Flashing, Coping, Etc. Anchor/Base Sheet Fastener/Bonding Material: Indicate: Mean Roof Height, Parapet Height, NSA Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Insulation Base Layer N/A-- Spacing, or Submit Manufacture Details that Comply With RAS 111 and Chapter 16. C n Base Insulation Size and Thickness: N cod?l � J Base Insulation Fastener/Bonding Material: H 3 •a`') {� N/A � / '• Top Insulation Layer. NIA U1,,. .. Top insulation Size and Thicicness: � f Top Insulation Fastener/Bonding Material: N/A Parapet Base Sheets) & No. of Ply(s): (1 Bffie Height Base Sheet Fastener/Bonding Material: 1 1 /4' IRIS nai1S - /{ Ply Sheet(s) & No. of Piy(s): (2) Ply 1V Mean Ply Sheet Fastener/Bonding Material: 'Roof ` TA 3B M cagialt �� 3 y I L Height Its , � Top Ply: • mineral Sxhf and Cy sl & - Top Ply Fastener/Bonding material: TAp- Mt Surfacing N/A FLORIDA BUILDING CODE — RESIDENTIAL ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer Hanson Roof Tile Notice of Acceptance Number 07 0 914 0 6 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculation s• : - 1 - 45.1 P2: - 78.6 P3: - 116.2 Maximum Design Pressure (From the Product Approval Specific System): fih_K1 Steep Sloped Roof System Description Deck Type: Wood 1 x 6 Type Underlayment: (1) 301b. ASTM D -226 Roof Slope: - - - 3 :12 Insulation: - N/A - -- - -- -- -- _... - -� Fire Barrier: Ridge Ventilation? Fastener T e & Sp acing: r� 6` 0/c @ ' la s N7A yP P g: ' 1 1 / R/S nails ,-rwaa 3 /c Adhesive Type: Peel & stick Type Cap Sheet: Polysti TU Tile un Mean Roof Height: 13' Roof Covering: Hacienda Double roll t�le Type & Size Drip 3 x 3 26ga. Edge: galvanized 15.34 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based file systems, choose either Method I or 2. Compare the values for M with the values from Mf. if the Mf values are greater than or equal to the M values, for each area of the roof, then the tie attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P� x n, -2W=-13A)3 Mg:�Q = Mr1 •.2.3 Product Approval Mf-11E. 61 (pr. - _6 x k ._28.9 =22-72 Mg:6-RQ = Mr215+ -92 Product Approval Mf R6-61 (;- ,1 � . 289 = 33.5 Mg . 80 = M Product Approval M 86. 61 Method 2 "Simplified Tile Calculations Per Table Below' Required Moment of Resistance (Mr) From Table Below Product Approval M f M required Moment Resistance* Mean Roof Height -$ Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 382 39.7 42.2 3:12 32.2 34A 36.0 37.4 39.8 4:12 30.4 322 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 1 282 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F with the values for Fn If the F'values are greater than orequal to the Fr values, for each area of the roof, then the tilt attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (P1: x L = x w: = - W: x cos B -=Fl- Product Approval F (P x L = x w: = ) - W: x cos B = F Product Approval F (P x L = x w: _ - W: x cos 0 = Fr3 Product Approval P Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to M Product Approval Gravity Attachment Resistance M Product Approval Required Moment Resistance m Calculated Minimum Attachment N Product Approval Resistance Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length Product Approval W =width All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING 15.35 i M 1 A M FO M14MI DADS COUNTY, FLORIDA METRO -DADE FLAI3LFR BURDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1611:1 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 0" 375 -2901 FAX {305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34 Ave Deerl3eld Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The submitted has been reviewed by.Miami;.Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AM (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 AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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: Hanson Hacienda Double Rail Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacuuee of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Jorge I- NOA No.: 07-M4.06 aiphation Date: 12/16/12 Approval Date: - IZI W Page i of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tile Material: Concrete 1. SCOPE This renews a roofing system using Hanson Hadienda, Roof Tile, as manufactured by Hanson Roof Tile in Hobe Sound, Awide and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Nlannfectnresi by Test )Product as S Cations on Len 17'W Low profile, interlocking, extruded concrete Hanson "Hacienda" Width: 13" TAS 112 roof file equipped with two nail Bole and 'A" thick double roll n'bs. - For direct deck or battened nail -on, Mortar or adhesive set applications: Length: varies Accessory trim, concrete roof pieces for use Trim Pieces Width: varies TAS 112 at hips, rakes, ridges and valley termh adons. Varying thickness for each tile profile. 2.1 COAMONENTS OR PRODUCTS MANWAC!'UMM BY OTHERS Test product phumasions SnedflaWons 4n_tion Manger Wood Battens Min. 1 "x 4" Wood Preservers Salt pressure treated Generic Institute LP -- 2 or decay resistant (With current NOA) Min. 1"x 4" for use lumber battens with vertical battem or Min. rx 2" for use alone 4 6 TAS114 Corrosion resistant Tile Nails Min. lad 3" Appendix E screw or smooth Generic shank nails (With current NOA) NOA ATo» 1W &12 87- - N1 t 4 . � 6 K Mqft Da 1 Approval Date: 1210 W Page 2 of 7 Test Product Product en ons Speciilcadons DesedpOw Mknufecturer #8x 2 W' long Corrosion resistant, Tile Screws 0.335" head dia. TAS 114 coated, square drive, Generic 0.131" shank dia. Appendix E galvanized, coarse (With current NOA) 0. 175" screw thread thread wood screws dia. Clips Corrosion resistant Hurricane Clip & Min. W width TAS 114 clips with corrosion Generic Fasteners Main. 0.080" thick Appendix E resistant nails. (With current NOA) Clip Fasteners Min. 8d x 1 V4" 2.2 EVIDENCE SUBMIT= Test Agency Test Identifier Test NameJReoort Date Redland Technologies 7161 -03 PA 102 Dec. 1991 7161 -03 PA 102(A) Dec. 1991 7161-03 PA 108 Dec. 1991 PO402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails P0631 -01 PA 108 July 1994 Letter Dated Aug. 1. 1994 PA 108 Aug. 1994 Professional Service 224 -47099 PA 112 Sept, 1994 Industries, Inc. The Center for Applied 94 -060B PA 101 March, 1994 Engineering, Inc. 94 -084 PA 101 May 1994 25 -70941 PA 102 Oct. 1994 25- 7094 -7 PA 102 Oct 1994' 25- 7094 -4 PA 102 Oct. 1994 Project No. 307025 PA 100 Oct. 1994 Test #MDC -76 25- 7183 -1 PA 102 Feb. 1995 25- 7183 -2 PA 102 Feb. 1995 25- 7214 -2 PA 102 March, 1995 25-7214-6 PA 102 March, 1995 Celotex Corporation 528454 -2 -1 PA 101 Sep.1998 Testing Services 520109-2 Dec.1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 IBA Consultants, Inc. 2381 -249 TAS 112 09/20/07 NOA No.: 07- 091406 , Expiration Date: 12/16/12 Approval Date: 12/06W Page 3 of 7 3. L MITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For nwtar or adhesive set the applications, a static field uplift test in accordance with RAS 106 may be 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 Code Compliance Office for review. 3.4 b inimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Manson 'Hacienda' hoof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120. 4.2 Data For Attachment Calculations Table 1: A ®r amic Multipliers - Tile a { Profile Btten A RaMion Direct licadon Hacienda The 0.267 0.289 Table Or Rest nos Moments due to Gra ft•Ib Tile 3 ":12" 4 ":12" 5" :12" . 6 ":12" 7 " : 12" or Profile Hanson Battens Direct Battens Direct Battens Direct Battens Direct Mwe Direct Hacienda Deck Deck Deck Deck Deck 5.82 8.80 5.82 6.68 5.70 6.55 5.56 6.38 6.22 NOA . No.: 074914.06 FaPhation Date:1=012 Approval Date:12MG07 Page 4 of 7 V Table 3: Attachment Resistance Expressed as a Moment - Mf (ft -lbfl For Nall -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15/32" (Min. 19412" plywood) plywood) Hanson 2 -10d Ring Shank 27.8 37.4 28.8 Hacienda Nails Tile 1 -10d Smooth or 8.8 11.8 4.1 Screw Shank Nail 2 -10d Smooth or 16.4 21.9 7.1 Screw Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or 24.3 24.3 24.2 Screw Shank Nail Field CAI 1 -10d Smooth or 19.0 19.0 22.1 Screw Shank Nail Eave Cli 2 -10d Smooth or 35.5 35.5 34.8 Screw Shank Nails Field Cli 2 -10d Smooth or 31.9 31.9 322 Screw Shank Nails Eave CAI 2 -10d Ring Shank 43.0 67.5 50.9 Nails' 1 Installation with a C the headlap and fasteners are located a min. of 2W fmrri head of tile. Table 4: Attachment Resistance Expressed as a Moment Mr (ft -lbf) For Two Patty adhesive Set Systems Tile Tile Application Minimum Attachment Profile - Resistance Hanson Hacienda Tile Adhesive 26.1 2 See manufactures component a ;oval for installation rewhements. 3 Flexible Produces company TileBond Average weight per patty 11.4 grams. PoMoarn Product Inc. Average welght per Patty 8 grams. NOA No.: 074914.06 <, Expiration Date: IV16/12 Approval Dab: 12W#7 Page 5 of 7 Table 4A: Attachment Reslstattta Expressed as a Moment - Mt (ft Ibf) For Single Pa Adhesive Set S hems Tile The Application ion le Minimum Attachment Hanson Hacienda Tile Pd oam Pol ProT�^ . Resistance Pol oam Pol ProT"" 86.61 4 La ® pgft owe of 16,1110 Of 45.5 5 Medium d lacarrrent of 24 raffia of Po ProT"�. Table 4B: Attachment Resistance Expressed as a Moment. M (ftlbf) For Mortar Set stems Tile Tile Attachment Profile licadon Resistance Hacienda Tile Mortar Set 20.60 S. 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 ". H nson • HANSON HACIENDA ROOF T= TILE IDENTIFICATION MARE (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other doeriments required by the Building Officigl or applicable building code in order to properly evaluate the installation of this system • 6 m y NOA No.: 07.0914.06 Expiration Date : 12/16/12 Approval Dates 12106/07 Page 6 of 7 PROFILE DRAWINGS HANSON HACIENDA CONCRETE ROOF TILL FASTENER HOLES OVERLOCK jj UNDERLOCK END OF THIS ACCEPTANCE NQA No.: 074914.06 won Date: 1=6112 Approval Date: 12/06/07 Page of 7 . t • MIAMI DADE COUNTY, FLORIDA MIAMP METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCC O) 140 WEST FLAGLER STREET. SUITE 1603 MLAML, FLORIDA 33130 -1563 PRODUCT CONTROL DIVISION (305) 375 -2401 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE OA Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated b The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade- C oun t y Product Control Division 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: Polystick P, Basik, IRMM TU, TIT Plus and MU Underlayments J ABEIING: Each unit shall bear a permanent label with the manufacturer`s name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0424.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo.. NOA No 06- 0505.41 m Expiration Date: 09/13/11 Approval Date: 11!30106 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Roofing Sub - Category: Underaayment Ma_ -_ terial: SBS , APP Self - Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions specification Description Polystick P Roll: ASTM D 1970 A polyethylene top surface, self- adhering, underlayment 75' x 3' . SBS polymer modified bituminous sheet 40 mils thick material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Basik Roll: ASTM D 1970 A homogeneous, rubberized asphalt underlayment 65'8" x 3'3 3/$" waterproofing membrane, glass fiber 60 mils thick reinforced with polyolefinic film on the upper surface for use an underlayment fdr metal roofing. Polystick IR/IRX Roll. TAS 103 and A fine granular /sand top surface self. underlayment 65'8" x 3'3 ASTMD 1970 adhering, APP polymer modified, 80 mils thick fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a fiat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, underlayment 32'10" x 3'33/ ASTM D 1970 APP polymer modified, fiberglass or 100 mils thick polyester reinforced, bituminous sheet material for use as an ' underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A non - wicking fabric surfaced, self - underlayment 65'8" x 3'3 3 / ASTM D 1970 adhering, APP polymer modified, (Facer of Membrane 80 mils thick fiberglass reinforced with a high strength Labeled in Change polyester fabric, bituminous sheet material or Black Ink) for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. Polystick MU Roll: TAS 103 and A non - wicking fabric surfaced, self- underlayment '65'8" x 33 3/ ASTM D 1970 adhering, App polymer modified, 80 mils thick fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof file underlayment. a NOA No 06-0505.01 Expiration Date: 09 /13/11 Approval Date: 11/30/06 Page 2 of 6 EVIDENCE SUBMITTED: Date Test Anencv Test Identifier Test Name/Report Exterior Research & Design, LLC #11756.04.01 -1 TAS 103 04/27101 #11756.08.01 -1 ASTM D 1970 08/14/01 #02202.08.05 TAS 103 08/29/05 PRI Asphalt Technologies PRI01111 ASTM D 4977 04 /08/02 PUSA- 005 -02-01 ASTM D 4977 01/31/02 PUSA -018 -02-01 ASTM D 2523 07/14/03 PUSA -035 -02 -01 TAS 103 09/29/06 PUSA -033 -02 -01 ASTM D 1970 01/12/46 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type U or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (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 - 1 4" 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. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. & 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 06- 0505.01 ° Expiration Date: 09/13/11 Approval Date: 1150/06 Page 3 of 6 GENERAL LmIIT ATTIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and HUM may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basiik shall not be used as roof tile underlayment 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall-be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre- existing roof membrane as a recover system. 6. Polystick P and Basik shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick IRMM or MU shall not be left exposed as a temporary roof for longer than 90 days after application. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 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. S. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof file manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof file applications. Polystick IRARX is limited to mechanically fastened roof tile applications. The maximum roof slope for use as roof tile underlayment for (direct took) file assemblies shall be as described below: Tile Profile Polystick MAIRX Pol ck mu Polystick TU TU Plus Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 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. 9. 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 for loading procedure. Roofing Tiles (6 Max. Per Stock) to o F.. 6 12 N C rte l - #iO�►f�tc�nepi4rodte6th : � ,�' � P�L1f&�K "�IJwPJw a NOA No 06-0505.01 MEMO Expiration Date: 09 /13/11 Approval Date: 11/30/06 Page 4 of 6 GENERAL LMTATTIONS: (CONTINUED) 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, Basik, MARX, TU, TU Plus & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, 1R/UM TU, TU Plus & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basic, IR/IRX, TU, TU Plus & MU 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: All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, the Miami -Dade County logo or the following statement: "Miami -Dade County Product Control Approved". 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. 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 and Polystick MU 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 and Polystick MU 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 2000 MB Plus trowel grade or other approved premium SBS modified trowel grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basic. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. 6. Battens and/or Counter - battens, as required by the file manufacturers NOA's, must be used on all projects for pitch/slopes of T' /12" or greater. It is suggested that on pitch/slopes in excess of 6 '/4 "/12 ", precautions should be taken, such as the use of battens to prevent file sliding during the loading process. NOA No 06- 0505.01 Expiration Date: 09 /13/11 Approval Date: 11/30/06 Page 5 of 6 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. S. Polystick TU Plus, Polystick MU 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 MB 2000 Plus Trowel Grade Mastic or an approved premium SBS modified 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. 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. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1(800) 894 -4563. 15. 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 L] IITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THRS ACCEPTANCE 6 o NOA No 06- 0505.01 Expiration Date: 09 /13/11 IRV Approval Date: 11/30/06 Page 6 of 6 M1� MIAMI -DARE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE (BCCO) 1VIMRO -DARE FLAGLER BUILDING 140 WEST FLAGg,� STREET PRODUCT CONTROL DIVISION , SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 37S -2908 NOTICE ®Y+ ACCEPTANCE OA) • . Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and product Review Committee 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 Mow. The BCCO (In Miami Dade County) and/or the ARY (in area other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fads to perform in the accepted manner, the mangy 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 jurisdwhoon. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as dawrilxd herein, and.has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. i DESCRIPTION: Polyprog AM60 FWKEWAL of this NOA shall be considered after a renewal application has been Mad and there has been no change in the applicable building code negatively affecting the performance of this product. 17ERKMATION of this NOA will occur after the expiration slate 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 went 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 m advertising literatures 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 reqwst of the Building Official. This NOA renews NOA No.Z0521.42 and consists of pages I through 7 The submitted documentation was reviewed by J L. Acebo. m NOA No.: 06. 4201.02 Evtratlon Date: 05110/11 Approval Date: 04113/86 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof toe adhesive Materials: Polyuradlsne SCOPE: This approves Polyprodn AHI60 as by Palyfomn Produces, ]kc, as dssmbed in Section 2 of this Notices afAcceptanc:e. For the loc W= where de by applicable building code, does not exceed the design compliance tiles Application Sbndard RAs 1 um �ob�a by cs3{c�ations in u�ng ly W8 160. Where the ' Sat, low, and high s moment based system for single Patty , and as uplift celculations are done y a . .� � system for double patty systems PRODUCTS MANUFACTURED BY AIPMCANT: Dboando Preset Descrtn�on St eadm Polypro® AH160 N/A . TAS 101 Two component polyurethane foaln FoatnproV RTF1000 NUA adhesive . g EqW1?meot ProPackO 30 & 100 N/A Dispimsing pment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Acct Roof Tile Assembly having a current NOA which list-moment resistance values with the use of Polypro AH160 roof tale adhesive, PHYSICAL PROPERTIES: T� Results Density ASTM D 1622 1.6 lbsJL Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM IY •1623 28 PSI Parallel to rise Water Absorption ASTMD 2127 0.09 UniFe Moisture Vapor Transmission ASTM E % 3.1 Perm / lnch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -W F., 2 weeks +6A% Volume Change @l5rF., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 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. NOA No.: 06- 20LO2 Expiration Date: 05non1 Approval Date: 0413106 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identfier Test Nsata/Renort Date Center for Applied Enginwring #/944)60 TAS 101 04/09/94 25781 &IPA TAS 101 12/16/96 25- 7,43 9-3 SSTD 11-93 IO/2S /95 2S- 7438-4 25-7438-7 SSID 11-93 11/02/95 25 -7492. SSTD 11-93 12/12195 Miles Laboratories NB -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- 6739-062b[1] ASTM E 84 01116195 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 5284842 -1 TAS 101 10/23/98 528454 -9-1 52$45410 -1 520109 -1 TAS 101 12/28/98 520109-2 520109 -3 S20109 -6 520109 -7 820191 -1 TAS 101 03!02/99 520109-2-1 MMATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for Sue 2. Polyprog AH160 shall solely be used with flat, low, & high the 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 We assemblies shall test in accordance with TAS 101. & Roof Tile manufactures acquiring acceptance for the use of HANDI - STICK roof the adhesive with their the assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. f� F w F- j2 MS NOA No.: 06 -MI.02 Expiration Date: 05/10 ax Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: 1. PolyprodD ARI60 may be used with any roof the Us=* having a cunt NOA that lists uplift resistance values with the use ofPolypro@ AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the Placement Details noted herein. The roof file assembly's adhesive moment with the use of Poly AH160 shall o� based , to meet or exceed the � � degeouned as am upli8 complance Cody Roofing Applic atm Standards RAS adhesive no f file assembly NOA 3. Polypro®AH160 roo file adh esive and its coffin shall be installed in accordance, with ou and Maintenance B ° and Polyfoam Products, Inc. Polypro* AH160 Oiler ng 4. Installation must be by a factory Trained'QuaH&d Applicator' approve Products, Inc . Polyfoam Products Inc. shall 1 a list of amd by PoIyfoam havinS jurisdiction. Y approved applicators to the 5. Calp8tion of the The mix ratio between. Attie "Om applicuttion of any adhesive 1.15 (A }: 1.0 (B). Mw dis deliver shall be between 1.0. determined at caption No other seftings s1:a11 be appove& pounds per the as 6. Polypro(ID AH160 shall be applied with Foampro RTF1000 or proPacW equipmeW Only. 30 100 dispensing 7. Polypro® AHI60 shall not be exposed permanently to sunlight, L Tiles mast be adhered in freshly applied adhesive. Toe must be set within 2 to 3 minutes after Polypro® AH160 has been dispeuw& 9.' PolyproV AH160 placement and minimum patty weight shall be in accordance with the Macon ent Details' herein Each generic toe profle requires the R)ed& pla0ement noted herein. Table 1; Adhesive Placement For Each Geneve Tile Profile Tile Profile Placement Single Paddy Two Paddy Weight Det�1 Weight Min. per paddy Mhn. Flak, Low, Iii Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap and N/A Barrel) Flat, Low, M& Prof Ies ' #2, 24 NIA Flat, Low High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDINGM MIT REQUIREMENTS: As regtured by the Building Official or applicable bw':diag code in order to proPrly evaluate the installation of this system. NOA No.: 064201.02 Expiration Date: Me/11 Approval Date: 04/13/06 Page 4 of 7 ADS PLACEAMNT DETAIL I S INGLE PAt ode �mryTO} wec�►t+�ct ° • t �+tytBaTOj ° 10Vi e F88� Faith moo* Em omo EaYatlpS�@ Kmaftftwm K" 11 Ata9P Paddp� '�P�abrop►97ta2S e�es(daaapetthB�61B . �� • �Pf�taa� ° o Ear�Caaae � o e E�ai�ma 4fa. Faith am somoo e. Addlosemad of opftw fthatam� �t0a Ems) Fla V 6 N ®A No.: 06. 0202.02 Expiration Date: W10l11 Approval Date: 04/13/06 Page S of 9 AD MSIWIPLACMMDZTAJL2 SINGLE PATTY Tube. ' -r im SAS 0 0 EMU= Em EM Ewa= Fb* NOA No.: 06.0201.02 Expiration Date: W10n1 Approval Date: OVISM6 Page 6 of 7 ADHESIVE PLACEMENT D ETAIL 3 DouBLE PATTY Nato n Plas�coment �) Naath =O P SW& Po ft MAU ft Undu*wd SkO p&y betna to ( tie) Mx7hnine z h under . ! Sfi, L 41n.. 2h ftb pa4on ° 2In. 4 � s umadlep- P 840► under- byment � oftue Eave Fad L x my mdo coo Eave domm an tap of as sbpwa % Fascb COMO* OdP NdtoOnt Sbip P�dy Ott 67e hL x 3 Ih '4in OBMWubyment z ° P Y Eorackm on top of tube 2fi x7 bL Emcom s pa*em o* END OF THIS ACCEPTANCE NOA No.: 06. 0201.02 Expiration Date: OW10l11 Approval Date: 04/13/06 Page 7 of 7 CITY 116 COPY Inspection Worksheet s Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 132579 Permit Number: RF- 1 -10 -10 Scheduled Inspection Date: March 25, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type Final Roof Owner: , CAV HOLDINGS, LLC Work Classification: Tile /Flat Job Address: 58 NW 104 Street Miami Shores, FL 33150- Phone Number Parcel Number 112136013106 Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Phone: 305 - 751 -0382 Building Department Comments Reroof tile and flat Inspector Comments Passed � CC Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 24, 2010 For Inspections please call: (305)762 -4949 Page 1 of 21 77 10050 NE Z ed Ave Miami Shores, FI 33138 Phone 305. 795 -2204; Fax 305.756.8972 www.miamishoresvillage.com RE: Permit# 1�F I -► - 1 DATE: I — D - 2 ©I D Y` f INSPECTION AFFIDAVIT I Lr1 ®S Nr p cam. © , licensed as a (n) Contractor Engine, /Architect, (Print name and circle License Type) FS 468 Bpiiding Inspector License #: © © 0 d 1 r7 On or about —10 - �- ® 1 0 , 1 did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at 5 C 'e e 'f- c, r.': 5 voce. t P1 33 / SC) (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 0 day of - oZ-ot o N0TAIIY PV- aLIC•SfA1YOW �� - ,•• Matxify I Notary Public, Sate of Florida at Large soHs rAxtr *General, Building, Residenti'bl, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspec ion. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Eg $ Telephone: (305) 378 -1991- Fax: (305) 378 -1997 y .. FLOPJDA INTERNATIONAL ENGNEERNG I3 T1:STING L Miami Dade Lab Certifteadon # 07 -0612.11 - State of Florida CA # 27273 �z�tr .�rrstut�drntA>.�rzr.�i��rtc ' SITE SPECIFIC INFORMATION N2 1705 Job Address: Te� �i��i � Owner's ame Contractor: Permit # ' ; - ®^ 1® Install Date: Type of Tile: �'/ r Approx. Height l® Floor. Type of Access: Scaffolds: Ladder. a—' Slope: Test date: 6 App. Sq.Ft. 439L Req. Force: 35 lbs. Testing Equipment. F.G.E. 100X,Shimpo Instrument ------------------------------------------------------------------------------------------------------- TEST RESULTS P = PASS, F = FAIL Test Uplift Pull" TWt iTplift Pall Tot uplift foil Tat IJpt fullea 1Jp1Eft l'a�l Locatio Ted (P or F) Low im Tit (P or Fj Laeatlon Test (P or-F) Lamfim, Test w or F) La� - TiO (P or 1 21 41 61 81 2 22 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 ASSENIBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. RftMy Subn Bp: _ Vinayagar M. Balalrishnan V, P.E. State of Florida Lic # 63197 L i.