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RF-09-1977 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection N um be r: INSP- 130411 Permit Number: RF -12 -09 -1977 Scheduled Inspection Date: March 24, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: PERRY, DYNISE Work Classification: Tile Job Address: 340 NE 94 Street Miami Shores, FL Phone Number Parcel Number 1132060136160 Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Phone: 305 - 751 -0382 Building Department Comments re roof t a new tile roof Inspector Comments Passed`/ Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 23, 2010 For Inspections please call: (305)762 -4949 Page 3 of 20 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Nu mber: INSP- 130411 Permit Number: RF -12 -09 -1977 Scheduled Inspection Date: March 24, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: PERRY, DYNISE Work Classification: Tile Job Address: 340 NE 94 Street Miami Shores, FL Phone Number Parcel Number 1132060136160 Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Phone: 305 - 751 -0382 Building Department Comments re roof t a new tile roof Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 23, 2010 For Inspections please call: (305)762 -4949 Page 3 of 20 FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 ® Telephone: (305) 378 -1991- Fax: (305) 378 -1997 FLORIDA INTERNATIONAL ENGINEERING & TESTING LAS Miami -Dade Lab Certification # 07- 0612.11 - State of Florida CA # 27273 NSIGl 17 *1NN0VAn0N— IN[EMU iON SITE SPECIFIC INFORMATION N2 1706 Job Address: 342 2 /4 6 T -; 1 '1 1 cif{'° ? it - s Name • WI N I A-M $ R, PC-_. Contractor: VA I-1 Z24 '� �1 Permit # R 1 2 0 9 113 T Install Date: Type of Tile: 1 08x , ,00 _ LF - Ap ox. Height s Floor: Type of Access: Scaffolds: Ladder: Slope: 3 J Z Test date: 3 ' - Z p l'o App. Sq.Ft: Req. Force: 351bs. Testing Equipment: F.G.E. 100X,ShimFo Instrument ------------------------------------------------------------------------------------------------------- TEST RESULTS P = PASS, F = FAIL Test Uplift Pull Test Uplift Pull Test Uplift Pull Test Uplift Pull Test Uplift Pull , Location Test (P or F) Location Test, (P or F) Location Test (P or F) Location Test (P or F) Location Test (P or F) 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 1 32 52 72 92 13 1 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 1 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 ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. Respectfully Submitted By: P Vinayagar M. Balakrishnan V, P .E. State of Florida Lie # 63107 -1, " An(Z WNW- MEW mama .SAM" 110490 10050 NE 2nd Ave ran %14 Miami Shores, A 33138 Phone 305 - 795 -2204; Fax 305 - 756 -8972 www.miamishoresvillage.com RE: Permit # 1-F_ I . 2 -Iri [ci ` t "l DATE: INSPECTION AFFIDAVIT 1 g c1 licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: C 0 0 0 1 "-I On or about Dec . 15 , 2- 1 did personally inspect the roof deck nailing and /or (Date & time) seconday water barrier work at SLj ,ti c.{ X547 F (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 Z ay of _ 0 NOTARY PliBLIGSTATE OF FLORIDA Marylou Fernandez Notary Public, Sate of Florida at Large Commission #DD930046 Pis: UCT, 10, 2013 BONDED THRU MAN !C BO \'DING Co., INC. *General, Building, Residential, or Roofing Contractors or any individual certified u er 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 WWI *s �oR t Miami Shores Village ov, Te l 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 v Phone: (305)795-2204 LORtOp' Expiration: 06/071201 1 .:. IM Project Address P arce l Number Appli . 340 94 Street 1132060136160 DYNISE PERRY Miami Shores, FL Block: Lot: Owner Information Address Phon Cell DYNISE PERRY 340 NE 94 ST MIAMI SHORES FL 33138 -2832 Contractor(s) Phone Cell Phone Valuation: $ 2 9,000.00 QUALITY ROOFING CONTRACTORS li 305 - 751 -0382 Total Sq Feet: 5200 Type of Work: Re Roof For Inspections please call: Additional Info: COLOR THRU TILE (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Rev R enailing Af Cap Sheet Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $17.40 RF -12 -09 -36528 $ 430.40 $ 50.00 Education Surcharge $5.80 Permit Fee - New Roof $375.00 RF -12 -09 -36528 $ 430.40 $ 430.40 $ 0.00 Scanning Fee $9.00 Check #: 26080 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $23.20 Total: $430.40 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. December 10, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy December 10, 2009 1 Miami Shores Village �- �� Building Department NOV 30 2009 � 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY: 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) William R. Perry. III Phone # ( 786) 290-9810 Owner's Address 340 N.E. 94 Street City Miami Shores State F1 Zip 33138 Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 340 N . E . 94 STreet City Miami Shores Village County Miami -Dade Zip 33138 FOLIO /PARCEL# 11 3206 - 013 - 6160 Is Building Historically Designated YES NO X Flood Zone Contractor's Company Name Quality Roofing Contractor Phone# ( 305) 953 -3333 Contractor's Address 13800 N. W. 1 Avenue City . Miami State F1 Zip 33168 Qualifier Name Carlos Arocho Phone# ( 786) 367 -2029 State Certificate or Registration No. R c 0 0 5 8 6 2 7 Certificate of Competency No. 0 0 0 01 7 8 8 9 Contact Phone Marylou Arocho E -mail qualityroofing88 @yahoo.com Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 2 9, 0 0 0. 0 0 Square/ Linear Footage Of Work: 5 2 0 0 s g f t. Type of Work: ❑Addition ❑Alteration ❑New Repair/Replace F Demolition Describe W ` Reroof t a new Tile / roof . n I it-l. rc,r1 Uv * * * * * ** * F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ '40 CO /CC $ Notary $ Training /Education Fee $_ UU Technology Fee $ Scanning $ 100 Radon $ DPBR $ Bond $ Double Fee $ Violation date: 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.. Signature Signatur C✓� Owner Agent Contractor The f= 01, ent was ackno 1 ged e this The foregoing instrument was acknowledged before me this day o 0 by � / 1 day of _ (� , 20 �; by ( Cyr )o s / q C " who is p rsonal known to me or who has produced who is p grsonally kno= =ri + o me or who has produced I + entification and who did take an oath. as identification and who did take an oath. NOTAiY PUBLIC: U NOTARY PUBLIC: Sign: e�,�4C �1�,c Sign: AG Print: ' Print: NOTARY PUBLIC ATE ORIDA Commission E �N.••.o �G M mi si an M Y p �d�,• Q�,� My Commission E>£ = Commission #DD930046 Expires: OCT. 10, 2013 f •N ,�. �9 BONDED THRu ATLANTIC BONDING CO., INC O it *9c *R9e 9c9c �Y9c * * * *9e9e *�F et+Y�r * * * * *et 9ekekie *ic grie *9e�nY�t *dt k *ir kiF �k9e * * * * *9e 9e * *it *9e 9c * *kle fe9r Fie *9e *le9e *ekde9e dr!=�F *9eek ie* 4e* 9e *i•/toYle4edr4ede4e *ie * *k ** APPROVED BY . T a � Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) ' F VEEarchitecture Corp. VICTOR ELIAS EISENSTEIN, AIA A R C H I T E C T By the DBPR State of Florida, Board of Architecture Project management, Planning, Quality Control Residential, Commercial, Hotel, Bar and Restaurant, Retail, Healthcare www.veearch.com State of Florida business license AA26001709 State of Florida registered Architect AR92121 20355 NE 34 Crt, suite 726, Aventura, Fla. 33180 ph:305- 937 -0248 cell: 786-229-1318 victorpveearch.com Date: 11 -09 -09 REF: VISUAL INSPECTION SUBJECT: METAL STRAPS AT EA. ROOF TRUSS CERTIFICATION To: WILLIAM PERRY II 340 NE. 94 Street Miami Shores, Fla. 33138 On this date, the undersigned in his character of Architect, dully registered to practice on the State of Florida, CERTIFIES as follows: WHEREAS upon visual observation on the referenced subject of existing metal straps anchored from the wall concrete tie -beam to all and at each roof -truss of your residence located at 340 NE 94 Street, is found all roofing structural work to be in compliance with the Florida Building Code and all its applicable regulations. - Nothing in this report should be construed directly or indirectly as a guarantee for any portion of the roof structure.- To the best of my knowledge and ability, this report represents an accurate appraisal of the present condition of the existing building based upon careful evaluation of observed conditions to the extent reasonably possible IN WITNESS THEREOF I sign and seal I VICTOR ELIAS EISENSTEIN, AIA A R C H I T E C T Property Information Map Page 1 of 1 My Home Miami -Dade County, Florida MIAMI.DADE Property Information Map c� Summary Details: WE 44TH ST �* ���, "� ��� Folio No.: 11- 3206 - 013 -6160 Property: 340 NE 94 ST Mailing WILLIAM R PERRY III &W A ddress: DYNISE 4 44� 340 NE 94 ST MIAMI O * SHORES FL 33138 -2832 _ Property Information: > 1100 SINGLE FAMILY Q N£ g$pH S1 Primary Zone: RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY O Beds /Baths: /3 # Floors: C Living Units: 11 dj Sq Footage: 4,051 := Lot Size: 14,605 SQ FT Year Built: 1960 NE 93RD'ST 1 53 416 53 42 MIAMI SHORES SEC 1 AMD Legal PB 10-70 W15FT OF LOT 6 & ALL LOTS 7 & 8 Description: BILK 46 LOT SIZE 115.000 X 127 OR O+ 16746- 1214 0295 1 Assessment Information: EuildinValue: 2009 2008 $249,592 456,59 $440,608 443,566 Digital Orthophotography - 2007 0 113 ft $690,200 900,160 This map was created on 1 1/23/2009 9:49:56 AM for reference purposes only. : $248;448 248,200 Web Site ©2002 Miami -Dade County. All rights reserved. Exemption Information: ear: 1 2009 2008 Homestead: $25,000 $25,000 nd Homestead: I YES YES Taxable Value Information: Y ear: 2009 2008 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $198,448 $198,200 County: $50,000/ $50,000/ $198 $198,200 City: $50,000/ $50,000/ $198,448 $198,200 School Board: $25,000/ $25,000/ $223,448 $223,200 Sale Information: Sale Date: /1995 Sale Amount: 250,000 Sale O /R: 16746 -1214 Sales Qualification ales which are qualified Descri tion: View Additional Sales http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.g... 11/23/2009 SECTION 1524 HIGH - VELOCITY HURRICANE ZONES — 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 initial in the designated space indicates that the item has been explained. JA . 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (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) 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. (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 t� be performed. V" 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 this appearance. 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 buildup 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 . • �lorM $(;Idanq j4e�'Plumbing. . .. . .. . . . . ... . 7Me"tilatiort: Mott rCof 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.roduced, kereay be beneficial to consider additional venting which can result in • • extendih9 th &service lif+f the roof. . . . . . . . % . . Owne ag ' is S1*nWfu;e Date Contractor's Signature Date ... . . . ... . . ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Informationj Master Permit No. _ Process No. Contractor's Name Quali Ro Contrac Inc. Job Address 3 40 N.E. 94 Street ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ® Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ❑ Reroofing 12 Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) N/A Steep Sloped Roof Area (SF) 5300 sq f t. Total (SF) 5 3 0 0 s g f t. 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. 7 I 1 L L 1 : .. .. 15.32 • • • • • • • • • • FLORIDA BUILDING CODE — BUILDING 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: H anson Roof Tile Notice of Acceptance Number: 07-0914.06 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculationsa: 01: -45.1 P2: -78.6 P3: -116.2 Maximum Design Pressure (From the Product Approval Specific System): 86.61 Steep Sloped Roof System Description Deck Type: wood 1 x 6 Type Underlayment: (1) 301b. ASTM D -226 Roof Slope: 12 Insulation: N/A Fire Barrier: N/A Ridge Ventilation? Fastener Type & Spacing: 1 1 /4" R/S nails 6" o/c laps N /A _ 2_rows 2 o/c Adhesive Type: Peel & stick Type Cap Sheet: Polystcik Tu underlaymen Mean Roof Height: 15 Roof Covering: Hacienda Double roll tile • • • • • • • Type & Size Drip 3 X 3 2 6 ga . .. 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 1 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 tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P 1 r 45. a % .289 = 13. )03 6_8 ®M, t 6.2 Product Approval M 86 .61 (P,- 7 8 . 6, 2 8 i o 9 = 22. 8 0 M 15. 91 Product Approval M 86 . 61 (P,- 11_6>�a 8 9 3 3. 6 Ekg: 6_ S Q M 2 6. 7 8 Product Approval M 86 .61 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M M required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30,1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 `Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or 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" (P x L = x w: _ ) - W: x cos H -=Fl- Product Approval F (P,: x I.. = x w: _ ) - W: x cos 6o = Fr2 Product Approval F' (P x L = x w: = 1 - W: x cos 0 = F Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height 11 Job Site Roof Slope B Job Site Aerodynamic Multiplier i, Product Approval Restoring Moment due to yI Product Approval Gravity Attachment Resistance Mt Product Approval • Rc uircd Moment Resistance M, Calculated • • Miro lunAkalchol+en • • • • • • • •, • • • F' Product Approval • • • • R sistanc • Required uplift Resistance Fr Calculated • • Av rage Weight • Product Approval • • • • • • L = Pong • • • • lile • • Product Approval • • • • • • • • W = • All calculations must be submitted to the building official at the time of permit application. FLORIDA @ BilLild 15.35 000 • • • 66* • • y M 1 A M 1. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34" Ave Deerfield Beach, FL 33442 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 below. 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 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 Roll Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and V 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. INSPF,CTIODl::ktopy ottltfsehtim NOA shall be provided to the user by the manufacturer or its distribdters axa shall fie 0 ,444ble for inspection at the job site at the request of the Building Official. .. ... .. . .... This NOA consists of pages 1 through 7. The sq} minted doaumgiltatiorLyvasayiewed by Jorge L. Ac bo. • • 1 NOA No.: 07. 0914.06 a • • ; • • • ; • ; • Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 1 of 7 ... V 0 : 0 . 0 . . Y ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tile Material: Concrete 1. SCOPE This renews a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Sound, Florida 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 Manufactured by Test Product Applicant Dim Sbecifications Description Length: 17' /s" Low profile, interlocking, extruded concrete Hanson "Hacienda" Width: 13" TAS 112 roof the equipped with two nail Bole and thick double roll ribs. 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 terminations. Varying thickness Manufactured for each tile profile. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specifications Description Manufacturer Vertical Wood Battens Min. I "x 4" Wood Preservers Salt pressure treated Generic Horizontal Institute LP — 2 or decay resistant (With current NOA) Min. 1 "x 4" for use - lumber battens with vertical battens or Min. I "x T for use alone TAS114 Corrosion resistant Tile Nails Min. 1Qdx 3" screw or smooth Generic Appendix E shank nails �VVitll fVr feint NOA) . ... ...... . .. . . . .. ... .. ' . DTj7A Nd.: p7i1t14.06 %*Iftdon Ilea& IV16112 Approval Date: 12A6107 Page 2 of 7 . . . . . . . . . . . . . ... . . . ... Test Product Product Dimensions ensions Suecifications " Descrin 'on Manufacturer #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. Y2" width TAS 114 clips with corrosion Generic Fasteners Min. 0.060" thick Appendix E resistant nails. (With current NOA) Clip Fasteners Min. 8d x 1 1 /4" 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Regort 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- 7094 -1 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 Engineerl4g„ft.; ; ;.: C41culations Aerodynamic Multiplier March 1999 • . • . • • . . IBA Consultants, Inc. 2381 -249 TAS 112 09/20/07 • NOA No.: 07- 0914.06 a ... Expiration Date: 12/16/12 Approval Date: 12/06/07 • •.• Page 3of7 • •• •Y • • • •• •• 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file 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 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 manufacture rs 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 Hanson `Hacienda' Roof 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: Aerodynamic Multi liens - Tlle X ( I Profile Batten A Ilcatlon Direct Deck A 11cation H 0.267 0.289 Table 2: estoring Moments due to Gravit - M ft -Ibf Tile S ":12" 411:12" 5 ":12" Profile 6 ": 12" 7 ": 12" or Hanson Battens Direct Battens Direct Battens Direct Battens Direct Babe rea Dir Hacienda Deck Deck Direct— Deck Deck Deck Tile 5.92 6.80 5.82 6.69 5.70 6.55 5.56 6.39 5.41 6.22 V • • • • • • ! ! : . NCA no. 07011406 Y •: : Explt$tloS Rate: 1211012 Approval Date: 12/06/07 Pa!e 4 of 7 . . ... . . . ... . . . . • . . . . . Table 3: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) For Nail -On System Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15132" (Min. 19132" 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 Cli 1 -10d Smooth or 19.0 19.0 22.1 Screw Shank Nail Eave Clip) 2 -10d Smooth or 35.5 35.5 34.8 Screw Shank Nails Field Cli 2 -10d Smooth or 31.9 31.9 32.2 Screw Shank Nails Eave Cli 2 -10d Ring Shank 43.0 . 67.5 50.9 Nails' 1 Installation with a 4 the headlap and fasteners are located a min. of 216" from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mf (ft-lbf) For Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile - Resistance Hanson Hacienda Tile Adhesive 26.1 2 See manufactures conyonent approval for installation requirements. ti 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoarn Product Inc. Average weight per a 8 grams. • • . • • NOA No.: 07- 0914.06 Expiration Date : 12/16/12 Approval Date: 12/06/07 Page 5 oil • • • • • • • • • • Table 4A: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) For Sin le Pa Adhesive Set systems Tile Tile Application Profile Minimum Attachment Hanson Hacienda Tile Polyfoarn Pol ProTM . Resistance 86.61 Pol oam .5 4 Larne a lacement of 54 rams of Pol ProTM. Pol ProTM 45 5 Medium Paddy placement of 24 rams of Po I ProT"". Table 413: Attachment Resistance Expressed as a Moment - M (ft -ibf) For Mortar Set Systems Tile Tile Attachment Profile A Ilcation Resistance Hanson 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 nso HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Offici4l or applicable building code in order to properly evaluate the installation of this system. ......... . .. . . . .. ... .. ... . r ... Approval Date: 12/06/07 Page 6 of 7 . ... . .. . . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... PROFILE DRAWINGS HANSON HACIENDA CONCRETE R OOF TILE FASTENER HOLES OVERLOCK sr, UNDERLOCK 13`� END OF THIS ACCEPTANCE 4 •• • • •.• •t• •.• • • . NOA No.: 07- 0914.06 • . •• . • • ° ' •' ..: ' • • : • Expiration Date: 12116/12 Approval Date. 12 /06/07 Page 7 of 7 ... . . . . ... . . . ••• . . . . . . . . . . .. .. 0 . 0 a : •. .. r M t A M FDA1]E MIAMI -DADE COUNTY, FLORIDA _ METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) 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 below. 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 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: Polystick P, Basik, IRARX, TU, TU Plus and MU 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. I NSPTCX]LON: A copy pf this entire NOA shall be provided to the user by the manufacturer or its distributcros aria sLa ;l tie available for inspection at the job site at the request of the Building Official. 00 'ibis NOM revises NON N o. U 6- 0424.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. .. . . *0: • .. . • . �. • • • • • • • . •. • • NOA No 06- 0505.01 Expiration Date: 09/13/11 • ... Approval Date: 11/30/06 • . • Page 1 of 6 • . . • • 0 • • • • • 000 * ROOFING COMPONENT APPROVAL Cateeorv• Roofing Sub- Cateeory: Underlayment Material: 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 x 3'3 waterproofing membrane, glass fiber 60 mils thick reinforced with polyolefmic film on the upper surface for use an underlayment for metal roofing. Polystick 1R/lRX Roll: TAS 103 and A fine granular /sand top surface self - underlayment 65 x 3 9 3- 3 /," ASTM D 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 flat 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 3 - ASTM D 1970 adhering, APP polymer modified, (Facer of Membrane 80 mils thick fiberglass reinforced with a high strength Labeled in Orange polyester fabric, bituminous sheet material or Black Ink) for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof the underlayment. POIXA KU. Roll: TAS 103 and A non - wicking fabric surfaced, self - ubderlay ie%: 15'V "x 3'3 ASTM D 1970 adhering, APP polymer modified, :80 tails thick fiberglass reinforced, bituminous sheet ... ... .. . . . .. material for use an an underlayment in sloped roof assemblies. Designed as a • • • • • • • • metal roofing and roof tile underlayment. • • • • NOA No 06- 0505.01 Expiration Date: 09113111 Approval Date: 11/30/06 Page 2 of 6 ... . . . ... . . EVIDENCE SUBMITTED: Test Agency Test identifier Test Name/Report Date Exterior Research & Design, LLC #11756.04.01 -1 TAS 103 04/27/01 #11756.08.01-1 ASTM D 1970 08/14/01 #02202.08.05 TAS 103 08/29/05 PRI Asphalt Technologies PR101111 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 01/12/06 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type 11 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 cave, 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 -'/2 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. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing • • taps skal lxpre;se ' place and formed around the protrusion to ensure a tight fit. A second • • lapgr of l;o1yspct%tall applied over the underlayment. 00 :0. . . • • • • 00* • NOA No 06- 0505.01 Expiration Date: 09/13/11 . ... . Approval Date: 11/30/06 :.: Page 3 of 6 GENERAL LIMITATTIONS: 1. Fire classification is not part of this acceptance. 2. PoIystick P, Basik and IR/IRX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basik 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 IWIRX, 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. 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. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IRARX is limited to mechanically fastened roof tile applications. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: Tile Profile Polystick IR/IRX Polystick 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 the directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. -- ----- —. — Roofing Tiles (6 Max. Per Stack) a CL 12 0 6 r i f * 0 •'. .. } Ffof Dftk p"red vAI •• • • ••• ••• ••• POLY CKTUPIua • G • • • NOA No 06- 0505.01 Expiration Date: 09113/11 • ••. Approval Date: 11/30/06 • • • Page 4 of 6 • • . • ••• • • • ••• • • GENERAL LI MITATTIONS: (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,110FA, TU, TU Plus & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, 1R/IRX, TU, TU Plus & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, 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 scam 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 Basik. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the .. P,glyg(,asj Tile Lpading.Quidelines. 6' . . . B4 jei� . jnc . of . . C:yQ . . itcr. ba tt ens, as required by the tile manufacturers NOA's, must be used on all ..' pr4ec'tc t'olpitc$/sjoWof T712" 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 tile sliding during the .. .loadingprocp §s. ... ... a NOA No 06- 0505.01 Expiration Date: 09/13/11 . ... Approval Date: 11/30/06 . Page 5 of 6 000 0 . ..... ... 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. 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. Ail 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 LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No 06- 0505.01 Y Expiration Date: 09 /13/11 . . ... . . Approval Date: 11/30/06 :.: Page 6 of 6 MIAMI MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 NOTICE OF ACCEPTANCE (NOA) (305) 375 -2901 FAX (305) 375 -2908 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 below. The BCCO (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. 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 described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 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. a This NOA renews NOA No.01= 0521.02 and consists of pages l through 7 The submitted documentation was reviewed by J rge L. Acebo. .. ... .. . .......... . .. ... .. . . . .. ' NOA No.: 06- 0201.02 Expiration Date: 05/10/11 • = Approval Date: 04 /13/06 Page 1 of 7 . .• .. • . • •. •. ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof the adhesive Materials: 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® AR 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 Test Product Description Specifications PolyproO AH160 N/A . TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof file adhesive. PHYSICAL PROPERTIES: Property Test Re_ $Wts Density ASTM D 16M 1.61bs./ft. Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average y *es as deteXn kMd by accepted ASTM test methods and are subject to normal manufaptoU v$rbt{od. . ....... : 0 . 000 000 000 0 00 Aft NbA 140.3. 0 "01. ~ . 3zxp3ration Vate: o3q0/11, - • • Approval bate: 04/13/06 Page 2 of 7 .. .. .. .. . . ... . . . ... EVIDENCE SUBMITTED: Test A &eney Test Identifier Test Name/Renort Date Center for Applied Engineering #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- 062b[l] ASTM E 84 01116195 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. Polyprog 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 PolyproO AH160 roof file adhesive with their the assemblies shall test in accordance with TAS 101. 4 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their file assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F'= MS NOA No.: 06- 0201.02 • • Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 ... . . . . ... . . . . . . . . . . . . ... . . . ... . . INSTALLATION: 1. PolyproO AHI60 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH 160. 2. PolyproO AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof 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 Iicensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. S. 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 the timer shalt beset to deliver 0.0175 to 0.15 pounds per file 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. PolyproO AH160 shall not be exposed permanently to sunlight. S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AHI60 has been dispensed.. 9. PolyproOD AHI60 placement and minimum patty weight shall be in accordan 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 Single ams Paddy Two Paddy Weight Detail Weight Min. per paddy Min. Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34 /pan Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. µ BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building ode in order to r • • • . • • installation of this system. g Pt1Yealt►af� fho • ' NOA 2tlor 06� • 1. p ° .: .:Expiragoa� ate: Ob� /ij: ' Approvallate:04 /13/06 Page 4 of 7 . . . . ... . . . • . . . • . • . . . .. .. .• .• ADHESIVE PLACEMENT IDETAm I SINGLE PATTY Nal through plonk cement Padd1 ae) Nail through pwc eema t UnderiaymaM PaWBe4e1301 l'de) i 10 ua. 10 ua ( 2 in EaveCaase � V Fascia EMCOW Facie ransaadtc Eave=mo*. Esa dosme u froeo+w F Nal Soup ptsatkaomeM P> 1)Pboencloalhesiraroaddeve111023 uxwwimmt sgaweim9uskaooMactvdthtlaepant0e MPPth 'Nail) UOPb fteemeM �ro�1�Frwaeage fnln. Thenkidd the de. • J � 1 21 I o EMCUM b"Cimm Koo aPpros.4ia np Fascia of the gas SheaNq mmseeovert0e. A6attoseeandsarsaof '�cmdan� Point-wilorta flushateaval ft bw Eavedum Weaph* Fascia oopsbtdb (aaorfarshovaa S 4 � • • • • • • • • • • • • • N ®A No.: 06- 0201.02 • • • y • Expiration Date: 05 110111 • Approval Date: 04 /13/06 Page 5 of 7 • • • • • • • • • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail tluough oorsnt Paddi' is ua,rm m" PaddYli3m*AT" 7 in. .�/'2 JIL 7 kL EereCourse ,� • • Famb Fasdo Wkephole 6raCamsa Eawdosm EareCksure 00edp f Fa* Pm um raey a iwa cw= ire com FwJa . VVV V •• • • • • • ••• •• •• • • • •• ••• •• w i i 90A &4' 06- 2 • Appr6val133te:04113 /06 Page 6 of 7 . ..•. •.. .... . . . . ... . . . • • ••• • • • ••• ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy Nail through plastic cement Single paddy under file (between tile) Underlayment Single paddy between file Paddy 2 in. x 7 in. medium ° (under tile) ° sae paddy eave course only Si paddy r'3 nder file / n.x 3 in. in. 3 in. 4 in. Simile paddy on 21. 4 in. Single 2 in. Q under paddy �yment under layment Single ply Fascia course on top of file Weephole paddy Siro � sh X 7 in. medium Cause Eave closum on top of paddy eave Fascia " course only Drip Nail through plastic cement Single paddy Single paddy between tle R 1 3 in. x 3 in. 4in. single Paddy onundedayment tin. Single paddy Eave Closure on top of the 2 in. )r 7 in. medium Course size paddy eave course only Fascia • • :FND OF THIS ACCEPTANCE • • • • • • NOA No.: 06- 0201.02 • • Expiration Date: 05/10/11 • • • • • • Approval Date: 04 /13/06 Page 7 of 7 • • •. • •� -� t� i= •�• �• • i� • • • • • • • • i• • • • •• • • • • • •• • • • • • • • t �� ? • �� � mc� • a • • • � • OR Bk 27098 Fs 33831 (1P9) NOTICE OF COMMENCEMENT RECORDED 12/01/20 11:17 :16 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY F.UVIN r CLERK OF COURT MIAMI--DADE COUHTYr FLORIDA LAST PAGE PERMIT NO. TAX FOLIO NO. -A 1 -3206 013 -6160 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, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street /address: 340 N. E. 94 Street Miami Shores Florida 33138 2. Description of improvement: Reroof to 4 new Tile roof 3. Owner(s) name and address: William R. Perry III Interest in property: Owner Name and address of fee simple titleholder: N/A 4. Contractor's name and address: Quality Roofing Contractor, Inc. 13800 N.W. 1st Avenue Miami, F1 33168 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 00 6. Lender's name and address: N/A 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 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 �specified, Signature Own Print Owner's aYl l Prepared by Carlos Arocho Sworn to and sub ribed before me this J' O day of 20 (D. Quality Roofing Contractor • Address: 3 8 0 0 N. W. 1st Av Notary Public Miami, F1 33168 Print Notary's Na (305 ) 953 -3333 My commission expires: 123.01 -52 PAGE 4 8/02 Ti�'P.RY PUBLIC 0±"' RIDA "••� ckUAia V CUW110S t Comm& v #bD71i�123 '. ..,• FxII pcs: 3FP. 23, 2011 BONDED HRU AISA VC BONDING CO., INC. F c�