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RF-10-2216Scheduled Inspection Date: March 21, 2011 Inspector: Bruhn, Norman Owner: STEFANICK, ANDREW Job Address: 122 NE 101 Street Miami Shores, FL 33138- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments March 18, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 157136 Permit Number: RF -12 -10 -2216 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number (305)318 -4094 Parcel Number 1132060132010 Phone: (305)953 -3333 RE -ROOF TO NEW COLORTHRU TILE AND FLAT CAP SHEET ROOF. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 154293. Flashing at flat over entry must be fastened and sealed. NB Uplift report is wet and unreadable. Cc- Page 32 of 37 Job Address: Contractor: Permit # f e1* 10;2214 Test Date: Type of Tile: H iJspa ti, A _-r f l Approz Height Type of Access: Scaffolds: S — ®1) App. Sq.Ft: Req. Force: 45 lbs Testing Equipment: F.G.E. 50011 X, Shimpo Instrument 1t) 1 - 1 " I J t c Ce 1 51 , Dear Sir/Madam: As per your request and authorization, representatives of Florida International Engineering and Testing Lab., Inc performed the static load test on the roofing tile at the above referenced project. The purpose of this testing was to verify whether the installed tile roofing system is capable of resisting the applied test load of 45 pounds uplift force. This testing was performed in general accordance with Miami Dade Building Code Protocol PA 106. The static load was applied utilizing a calibrated scale and force measuring instrument (dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of 45 pounds force (lbf) was applied and also held for more than 5 second at each test location. The total load applied on each test location was recorded. In addition to the static load test, the tested tile was also visually inspected for any kind of adhesion failure after completion of each test. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 T 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 51 45 46 47 48 49 50 52 53 54 55 56 57 58 59 60 Result 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 101 102 103 104 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 109 105 106 107 108 110 111 112 113 114 115 116 118 117 119 120 No. 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 Based on our findings, we conclude that the installed roofing tile at the above referenced project is capable to resist the applied test load. Therefore we conclude that it meets the Miami Dade Building Code Compliance Protocol TAS 106. Attached is the roof plan showing approximate test locations. Respectfully Submitted: Vinayagar M. Balakrishnan V, P .E. State of Florida Lic # 63107 0 FLORIDA INTERNATIONAL Mi Dade Lab Certification # 07- 0612.11- State of Florida CA # 27273 ENGINEERING Si IESI1NGJ. INSIdIff*MOVAIION, INTEGRATION SITE SPECIFIC INFORMATION FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378-1991- Fax: (305) 378-1997 Ladder: Slope: Floor: nimmammianimilins unamaimmaissiniumanamminsaminsiaminissaaa ananammuuminammassmaignagananainsanumas aallaillaallaaaaalamallanualmaaaaaaaaaallaillaa sammasummanassammannasimaniutainumeassams ■ iiiiil iiii lliii'ialiiiiailiiliiiliiliiii ■mmmu i tii iiiniil iliili#iiliiliilii iislifRiiliini liiiiiiiiiiiiiliiiiii NEERitionannessionisrmisamas ifiliitlaiiiiiiiiiiiiiiia guir . Riiiiiii ■55511 tiimERSBUSSJJL ar •l it. ia.: il5RSli! ■il5lii1il1ii!'iailiiaiiis ii l'Ai {1.' •1iiiiiii 111111111110E1111111.1111111111M TlISSITIIEWS R ! iiill611111111111111111111111 11111111111LAISIMMIMINSORI 'S'. lf FANNINIFIRIIII111111111111111111 •iiiiilii ona misrgaziIiiiiiwm ii Sii . i i iiiRIIiil,!"s , iii .� �' ��i��iiclii illi hiiliumi �T �. � - ■��iiiii;iil iilit ilk #i imaiiikeimArr vvar3U#V #�ii i# 1i��11PW 11 illit irlii `Riau #ia ■il iit��iiii liii.i�lliilit 1151111111 IU `)i `r'! .iF fit1AiiiiUUIiiiii iiiiaimin ;CiltrIZialmilifi6tilitiedlivr7aienzasanama iiillRI1li li tili 1 Iili i 1i :: �` i ft Iii iii 11111•111111111111•1; 1 _ ill *[ iiiii Iu LC # . 4ii•<iii ■iliiimli r leir7n)i iiiiiG; leF7iRrm iiliiUUm■! „a 1Sw4 61J- iiiiii' 1511555 mii imams i iiiin iniimansigeiiriii 5511. iii { ffii� 555555 ts�a 'iii ilii'iiliniiini■ ii i is l I iiii ■ iiiiiiiiiiil1iil1iii #iIiiiiiiiiifiiai NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.e.I O 2.2 4OTAX FOLIO NO. 11 -3206 -013 -2010 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: . 122 N.E. 101 Street 2. Description of improvement: RExxof to a xi 'T' 1P and Fiat Cap meet rwf. 3. Owner(s) name and address: Andy •a•= « 11/ l _ Z. ,U E /016/ 65 1ree f - 4 - N.E. ID1 __L MiaQa arms, Fl 33138 Interest in property: Cr Name and address of fee simple titleholder. N/A 4. Contractor's name and address: ctaalityRcofirg tic, Inc. 13800 N.W. 1st Avenue Miamd. T� ! l�R , > C B TTY OF DA 5. Surety: (Payment bond required by owner from contractor, if any) edgi m 9 la a bue copy of the Name and address: N A L' Y `" ole dayof 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 differ date is specified) Si. atur -- of Owns v r 1 Print Owner's Name, /4/16f 3fe IC ( Sworn to and subscribed before me thi /3 day of _ De - e - , 2012_ Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 .FLORIDA . Marylou Hernandez Commission #DD930046 „ „,,,,,.$ Expires: OCT.10, 2013 BONDID THBU ATLANTIC BONDING CO, INC. Muni mss, Fl 33138 1 11111111111 11111 111111111111111 11111 1111 1111 : F1 2010W OR I?k 27527 Ps 0494; (1As) RECORDED 12/20/2010 10 :41 :42 HARVEY RU4'IN1, CLERK OF COURT MIAMI-t AEDE COUNTYr FLORIDA LAST PAGE Prepared by MatYk-a Tharnarriaz aulityttcfing anIxactor, 1 Address: N.W. 1st Avelie Mia[Ia, Fl 33168 (305) 953 -3333 all‘o Vi4 City Miami Shores State F1 Tenant/Lessee Name Email Submittal Fee $ Notary $ Scanning $ Double Fee $ BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING I Owner's Name (Fee Simple Titleholder) Andy S tef ani Owner's Address 122 N.E. 101 Street Structural Review. $ Job Address (where the work is being done) 122 N E . 101 Street Radon $ Miami Shores Village Building Department g X 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. V I -721( Master Permit No. Phone # (305) 318 - 4094 Zip 33138 Phone # City Miami Sores Village County Miami -Dade Zip 3 313 8 FOLIO /PARCEL# 11-3206-013-2010 Is Building Historically) Designated YES NO X Flood Zone Contractor's Company Name Quality Roof Contractor Phone# ( 3 05) 953 -3333 Contractor's Address 13 800 N. W. 1st Avenue City Miami J State Florida Zip 33168 Qualifier Name Caros Arocho Phone # (786) 367 -2029 State Certificate or Regi tration No. RC 0 0 5 8 6 2 7 Certificate of Competency No. 0 0 0 01 7 8 8 9 P Y Contact Phone Mar lou E-mail qualityroofing88 @yahoo.com Architect/Engineer's NEtme (if applicable) Phone # Value of Work For this Permit $ 24,000.00 Square / Linear Footage Of Work: 3 2 0 0 s g f t. Tile Type of Work: OAddition ['Alteration [New a Repair/Replace 5 0 0 j emohhon t Describe Work: Rerpof to a new colorthru tile and flat cap sheet roof. Permit Fee $ CCF $ CO /CC $ Training/Education Fee $ Technology Fee $ DPBR $ Bond $ Violation date: e� �(' Total Fee Now Due $ t/ 5 Y • (Li 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 .p 61 1 The foregoing instrument was acknowledged before me this /3 day of ®e.z.. . , 2010 , by ' ; ':5) M-e/L1 GJ , who is personaknown to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: APPROVED BY Owner r Agent Sign: Print: My Commission Expires: #DD930046 .,, Expires: OCT. 10, 2013 BONDED THRII ATLANTIC BONDING CO, INC. Sign: Print: My Commission Expat"'''', '''•� Marylou He�.andez ie 4,;, Commission #DD930046 , , Expires: OCT. 10, 2013 BONDID THRU ATLANTIC BONDING CO., INC. ***4r3e9zsY*draY: trYedi9efe*ae3c*, Y9eir*Ar***** *aY3e:' r9e*ir *********3e4rdeir9:3:*9e*** Y*k*dr3es4*9edr3e****3e:Y3i: **** aYde*9e3: 3e9e*9e3r, Yk3e9e**4r9rAr:irir &*4e** *** NOTARY PLB -STATE OF FLORIDA " � yluu He inandez (Revised 07 /10 /07)(Revised 06/10/2009) Contractor The foregoing instrument was acknowledged before me this /.9 day of ® � .- , 20 , by l + ®, et. a , who is personall k ✓n to me or who has produced as identification and who did take an oath. Signature NOTARY PUBLIC: Plans Examiner Zoning Engineer Clerk checked � 4 Signature Revised on 5/21/2009 To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Andy Stefanick f.„1 Notary Public, Sate of Florida at Large Miami Shores Viiiage Building Department OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO LL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSU T TO SECTION 553.:;. F F F.S. Property Address: 122 N.E. 101 Street Miami Shores. F1 33138 Roofing Permit Number: Dear Building Official: Andy Stefa-iick certify that I am not required to retrofit the roof to wall connections of my building because: xxThe just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) L-f / y 51 ich Print Name 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: Nov . 8. 2010 State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Swom to and subscribed before me this /3 day m - of NOTARY PUBLIC -STATE OF FLORIDA Marylou rY Hernandez Commission #DD930046 >, /Expires: OCT.10, 2013 BONDED THRU ATLANTIC BONDING CO, INC. G When the just valuation of the structure for purpose of ad valorem taxation is equal to or mo than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hunfcane Mitigation. Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,400 Lot Size: 11,500 SQ FT Year Built: 1952 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 11 & 12 BLK 15 LOT SIZE 100.000 X 115 OR 19886 -2613 08 2001 1 OR 19886 -2613 0801 00 Year: 2010 2009 $290,000 Applied Applied Taxing Authority: Exemption / Taxable Exemption/ Taxable Sales which are qualified Value: Value: Regional: $50,000/ $229,881 $50,000/ $222,523 County: $50,000/ $229,881 $50,000/ $222,523 City: $50,000/ $229,881 $50,000/ $222,523 School Board: $25,000/ $254,881 $25,000/ $247,523 Sale Date: 8/2001 Sale Amount: $290,000 Sale O /R: 19886 -2613 Sales $189,072 Qualification Sales which are qualified Description: $318,518 View Additional Sales Folio No.: 11- 3206 - 013 -2010 Property: 122 NE 101 ST Mailing Address: BENJAMIN S HOUSTON &W KIMBERLY 122 NE 101 ST MIAMI FL 33138 -2321 Year: 2010 2009 Land Value: $103,730 $115,046 Building Value: $189,072 $203,472 Market Value: $292,802 $318,518 Assessed Value: $279,881 $272,523 Year: 2010 2009 Homestead. $25,000 $25,000 2nd Homestead: YES YES Property Information Map Property Information Map Aerial Photography - 2009 This map was created on 11/8/2010 9:13:38 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. My Home Miami -Dade County, Florida 0 28 ft Page 1 of 1 Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: http: / /gisims2 .miamidade.gov /myhome /printmap. asp?mapurl=http://gi sims2 .miamidade. go... 11 /8/2010 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem 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 ant the contractor. The owner's initial.in the designated space indicates that the item has been explained. 1. C. 5 Aesthetics.Worknianship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction 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. C.3 Retailing wood decks: When replacing roofing, the existing wood roof deck may have to be tended in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. C 5 Common roofs: Common roofs are those which have no visible delineation between neighboring units (Le., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. C3 Exposed Calling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. CS 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension 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 Sections R4402, R4403 and R4413. T. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure 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. o Owner /Agent's ignature Date Revised on 7/2009 LD Contractor Signature Date /431/C' . . Florida Building Code Edition 2 ! + ? HIGH Velocity Hurricane Zone Uniform Permit Application Form Master permit No. Process !o. Contractor's Name Quality Roofing Co itractor, Inc. Job Address 122_ N.E. 101 Street Section A (General Information) ROOF CATEGORY )12k Low Slope 0 Mechanically. Fastened Tile= Mortar /Adhesive Set Tile O Asphaltic 0 Metal PaneUShingles 0 Wood Shingles/Shakes . Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE O New Roof Mlle-Roofing O Recovering 0 Repair 0 Blain C -> Hance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) • Steep Sloped Roof Area (SF) Total (SF) 500S:x`. ':: 3200p :riff 37 Ms:af i Section B (Roof Pian, 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. - mommommummoommakeimmmiammummormusimmomm ■■ ■■MI■■■■■■■■ni■■■■ ■■■■amiao.ra� mumo : ■mmil1 -A■ ■■■■■■=■■■■■■■■■■■■■ IS1MIIIMINII!■■■■ ■ ■■ ■ ■ ■ ■■ ■ ■■i ■■ ■■ ■ ■ ■ ■ ■■ ■ ■■ ■ ■ ■■I ■■ ■ ■ ■111■0111 ■ ■ ■11MM\r■■■■■ ■■ ■■■ ■1111 • ••• •• >•I•r ■.■>■s ■ ■ ■ ! ■ ■r11. ■ ■■ ■ ■11r ■ ■ ■ ■ ■S ■ ■ ■1111 ■11■ ■■ ■ ■■ ■••61111■■■■ ■� ■ ■ ■ ■� ■>•�IS■ ■11111 ■ ■ ■ ■ ■>• ■ ■ ■ ■ ■ ■ ■l7■ ■ ■■11rmilm ■11■ ■11 ■ ■ ■11■■■■■■ ■■ �1■ ■•■■' S91�■ ir■ ■ ■11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�11 ■ ■1�1 ■ ■ ■ ■ ■ ■l•BV■ ■1111 ■11 ■ ■■ \1111 ■■■■■ 1■■■V ' \ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■t ■F�� ■i ■ ■ ■ ■ ■ ■ ■i ■1111 ■ ■ ■ ■ ■ ■�■ ■■■I ■ ■■■Ii o ■� ■t•■ ■1111 ■1111 ■IBS ■11■ ■r■ ■■■ ■■ ■MAIM ■■ 11 ■■ ■S11■1 ■ ■ ■ ■ ■ ■■■■ ■■ ■■■ ■■■ ■■■[/■ 1■■■ 11■■■! i1 \ \ \11 ■ ■taaa ��l!!! ■� ■� ■ ■ ■ ■ ■11 ■ ■ ■■ ■mow 11 ■ ■1 ■I ■>• ■ ■ \ \� ■■ ■1111 ■ ■ ■ ■>•■ ■IIS ■■ ■ ■ ■ ■■ ■Ili ■ ■■ 7 ■111151;x/11 1 \1111■■■■ ■■■s•■■■ 11■■■■ IIE■ ■ ■ ■■■■■■■■■i11■11b \l•M111111 ■ ■ ■ %ii■■ ■1111■ ■ ■ ■11 ■■ ■ ■ ■ ■ ■ ■IiS ■ \1 ■ ■ ■ ■ ■ ■ ■ ■lit ■r■ \1111■■■■ ■I /I ■111111 ■ ■PB■ ■ ■lRMIMI ■ ■ ■■11 11■\111■ ■■■■■■■lips■■ ■11\ ■■■■■Gi11■■B■SI■ ■11■ ■ ■ ■ISMI■■■ ■■■ ■IIS ■■■\■ ■ ■■■■M■IM11MINILIM1111■■ ■l\■ IM ■� ■ ■t ■ ■ ■ ■ ■ ■■ IIS ■� ■ ■ \ ■ ■ ■ ■�■ ■111 ■ ■ ■� ■ ■ \ \ ■1I / / ■■ ■1151■ ■111■ ■■ ■11111■ ■■ ■■11■ IIS■■■■■\ 11■■■■ ■w! ■r■ ■ M \ \ \1•I ■ ■ ■'r ■ ■C\■■I!M■ ■■ ■■ !1E ■ ■1EMEMOM ■ ■ ■ ■ ■i�l v■■ammiu ■m■f'i_MAI■ ■ ■ ■ ■■M\ ■IE■ ■ ■ ■u ■ ■ ■M ■ ■ ■S INIS■i ■ ■SI��r memmumw iiki■ 1111111111■ ■11M■ ■ ■ ■ ■ ■ ■11■ 1111! ■ ■ ■r■r ■1101,■ ■ ■ ■ ■1151■C®X111M■ ■11■■ ■ ■ ■�li ■111 ■ ■ ■ ■ ■11 ■ ■�� ■ \�'1■ 1111 ■11 ■ ■ ■ ■11�11'11Y11 ■11St;iii� ■ ■ ■ ■■ ■■ ■Nib lemOOm ummmaiiiMM ■■ ■11011 ■I■1 OOMME ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■■ ■■ALT =I UI1rii• ■isroa 1111 ■■■11 ■ ■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■11■ ■ ■■ ■ ■■ SIB > fl C (Low Slope Appiaaati`"n) Flii in specific roof assem'• y components and ide , ± manufacturer (Bf a corn . sent is not used identify as "NA") System i + -ar nufscturer; Certainteed Corps Product Approval Gauge/Thics: N/A a . : 08-0227.07 Design Wind prssures, From RAS t28 or Calculations: Prnax't : Pmax2; -82.6 Pmt' -1 _ Max. Design Pressure, from the'specific Product Approval system: —52.5 Deck: Type: wood 1 X 6 Slope: e 5 Anchor/Base Sheet & Leo. of Piy(s): NIA Anchor/Base Sheet Fastener/Bonding tonal: insulations Base Layer. - - . N/A Base insulations Size and Thickness: / Base insulation Fastener/Bonding Material: N/A Top insulation Layer: N/A Top insulation Size and Thickness: N/A Top Insulation Fastener/Bonding eriai: iA Florida Build!ng ;:; , , +e Edon 2 Base Sheets) & No. of.Ply(s): ( ) Base Base Sheet Fastener/Bonding Material: 1 Ply Sheets) & No. of Ry(a): Ply Sheet Fastener/Bonding Material: Top Ply: Mineral Cap sheet Top Ply Fastener/Bonding iMaterial: FLORIDA BUILDING CODE BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 9 7 High - Velocity Hurricane Zone Uniforms Ferret Application Form. Surfacing: N/A Fastener Spacing for Anchor/Base Sheet Attachment Field: .3_2' oc Lap,* Rows . _ @ _B_ oc Perimeter: 6 " oc 0 Lap, # Rows _4_0_6_27 oc Comer: 6 " oc @ Lap, # Rows A__ £_" oc Number of Fasteners Per Insulation Board: Field N A/ Perimeter jyig_ Comegv A Illustrate Components Noted and Details as Spacing or Submit 3" Woodbloddng, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat. Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Parapet 1 @- Ieiaht. 1 ` Mean Roof Height. ti Florida Building Code •.: 2007 HIGH Ve locity Hurricane Zone Uniform Porno& Ap n Form Roofsystemivianufacture Hanson Roof Tile Product Approval number 0 9 - 0 928 . 03 %liniment Design Wind PiresSUres, if Applicable (From 11 A3127 or Calculations): P1: -45.1 P2: -78.6 rpt -116.2 Maximum Design Pressure Product Approval Specific System 39_0 th wd.ei cfneAttmAitunt Polyfoam adhesive setting Cook Type: Type Underlayment Fire Barrier: Ridge Ventititin? Mean Roof Height 111_ ..• Section D (Steep Sicced Roof System) Steep Sloped Roof System Desoripti wood 1 X6 I (1) 301b. ASTM D-226 N/A Fastener Type & Spacing: Adhesive Type: Type Cap Sheet IN/A Roof Covering: self adhering Type & Size Drip Cap: I 1 1/4" R/S nails 6" o/c @ lak 3 rows 12" fl) Polystick TU Plus Tile underlair I Hanson Hacienda colorthru tit 1 3 X 3 26ga. galvanized s & /c men Mr Required Moment of Resistance* Mean Roof Height-, Roof Slope 1 1s 20' 25' S' 40' 2:12 34.4 38.5 38.2 38.7 42.2 3:12 32.2 34.4 38.0 37.4 39.8 4:12 30.4 32.2 33.8 36.1 37.3 5:12 28.4 30.1 31.8 32.8 34,9 8:12 28.4 28.0 28.4 30.6 32.4 7:12 24.4 25.8 27.1 28.2 30.0 For moment based tile systems, chose either Method 1 Or 2. Compared the values for s -t. with the values from R. If the M, 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,: - 45.1x10.32 =14 14_4)4- M, 7.7 =M„ 7.14 Product Approval M, 39.0 (P,: -78 _ x 10 _ 32 =75_15)- M, 7.29 =a4,3 17. 86 Product Approval M, .0 (Ps: 11A 7 x ,11.32_= 37 1a- 7.29....=1111,229.89., Product Approval M, Method 2 " Simplified Tile Calculation per Table Below. Required Monidnt of Resistance (Mr) From Table Below Product Approval M. Appeals. Florida Building Code Edition 2007 HIGH Velocity Hurricane Zone Unlorm Permit Application Form Section E (Tile Calc rlatio s) *Must be used In conjuction with a list of moment based tile systems endorsed by the Broward County Board of Rules and For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr :If the F' values are greater than or equal to theF r values, for each area of the roof, then the tile attachment is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" x 1: = x w:= )- w:_x cos a =Fe_ Product Approval F' (P2: x 1: _ w: = w:_x cos 9. =Fa- Product Approval F' (Ps: x 1: = x w:= h w:_x cos d: =Fa Product Approval F' Where to Obtain Information Description Design Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gmvlty Attachment Rem Rem Moment Resistance Minbnum Attadtment Resistance Required Uptltt Resistance Average Tile Weight Tile Dimensions Symbol P1 orP2arP3 H 0 M, Mr Mr F w !=Length W Where to find RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Job Ste Job Site Product Approval Product Approval Product Approval Calculated Product Approval Calculated Product Approval Product Approval All Calculations must be submitted to the Building Official at the time of permit application MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA No. 07- 0914.06 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE This approves a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Soune4 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 Applicant Hanson "Hacienda" Trim Pieces 2.1 EVIDENCE SUBMITTED Test Agency American Test Lab of South Florida PRI Construction Materials Technologies PRI Construction Materials Technologies IBA Consultants, Inc. Roofing , Roofing Tile Concrete Dimensions Length: 171/4" Width: 13" %2" thick Length: varies Width: varies Varying thickness Test Identifier RT0922.02 -09 HRT- 054 -02 -02 HRT- 054 -02 -01 2381 -249 Test Product Specifications Description Low profile, interlocking, extruded concrete TAS 112 roof file equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use TAS 112 at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report TAS 102 TAS 101 TAS 101 TAS 112 Date 09/22/09 09/18/09 09/22/09 09/20/07 NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 2 of 5 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 33 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 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 2: Aerodynamic Multipliers - (ft Tile Profile (it) x (fe) Batten Application D irect Deck Application 0.32 Hanson Hacienda N/A Tile Profile Hanson Hacienda Table 3: Restoring Moments due to Gravity - M (ft -Ibf) 5 ":12" 2 ":12" Direct Deck 7.37 3 ":12" Direct Deck 7.29 4 ":12" Direct Deck 7.17 Direct Deck 7.02 6 ":12" Direct Deck 6.84 7 ":12" or greater Direct Deck 6.64 NOA No.: 09 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 3 of 5 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Hanson Hacienda 10.0 1.4375 1.08 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 33 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 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 2: Aerodynamic Multipliers - (ft Tile Profile (it) x (fe) Batten Application D irect Deck Application 0.32 Hanson Hacienda N/A Tile Profile Hanson Hacienda Table 3: Restoring Moments due to Gravity - M (ft -Ibf) 5 ":12" 2 ":12" Direct Deck 7.37 3 ":12" Direct Deck 7.29 4 ":12" Direct Deck 7.17 Direct Deck 7.02 6 ":12" Direct Deck 6.84 7 ":12" or greater Direct Deck 6.64 NOA No.: 09 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 3 of 5 Table 6: Attachment Resistance Expressed as a Moment - M (ft -Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Polyfoam PolyPro 29.2 Polyfoam PolyPro 39.0' 2 Medium paddy placement of 24grams of PolyPro AH -160. 3 Large paddy placement of 54grams of PolyProTAd AH -160. Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) For Nail -On Systems Tile Profile Direct Deck Direct Deck Hanson Hacienda Tile Fastener Type (min 15/32" (min. 19/32" Battens Profile plywood) plywood) Hanson Hacienda Two (2). # 8 x 3" Screws 35.9 35.9 N/A Table 5: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile Bond 44.4' 1 Dow Chemical Tile Bondi°". Two patty's of 11g were installed as per Tile Bond NOA. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". Hanson 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 Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 4 of 5 PROFILE DRAWINGS HANSON HACIENDA CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 5 of 5 MII ®D BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick P, Basik, IR/IRX, TU, TlU Plus, TU Polyester 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. 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- 0505.01 and consists of pages 1 throu:;' 6. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: PRODUCTS DESCRIPTION: Product Polystick P underlayment Polystick Basik underlayment Polystick IR/IRX underlayment Polystick TU underlayment Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Polystick TU Polyester Polystick MU underlayment Test Dimensions Specification Roll :. ASTM D 1970 75' x 3' 40 mils thick Roll: ASTM D 1970 65'8" x 3'3- 60 mils thick Roll: TAS 103 and 65'8" x 3'3- ASTM D 1970 80 mils thick " Roll: 32' 10" x 3'3 - 100 mils thick Roll: 65'8" x 3'3 80 mils thick Roll: 32' 10" x 3'3 -3/8" 130 mils thick Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 • Roll: TAS 103 and 65'8" x 3'3 - ASTM D 1970 80 mils thick Product Description A polyethylene top surface, self- adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use an underlayment for metal roofing. A fine granular /sand top surface self-adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flax roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Design -4 as a a roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass - fiber/polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A non - wicking fabric surfaced, self- adhering, APP polymer modified, 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.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 2 of 6 ' r EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/ReDort 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 Trinity I ERD #P5110.08.07 TAS 103 08/29/07 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA-005 -02 -01 ASTM 4977 01/31/02 PUSA -018 -02 -01 ASTM it 2523 07/14/03 PUSA -035 -02 -01 TAS 103 09/29/06 PUSA -033 -02 -01 ASTM ID 1970 01/12/06 Momentum Technologies, Inc. IX20H7A ASTM D 4798 04/01/08 ASTM G 155 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type II 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 3-1/2" 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. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 07-1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 3 of 6 Tile Profile Polystick IR/IIRX Polystick MU Polystick TU, TU Plus TU Polyester Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. ' 2. Polystick 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, Basik, IR/IRX, TU, TU Polyester and MU Underlayments shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick 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 is limited to mechanically fastened roof tile applications. Polystick TU Polyester may be used in both adhesive set and mechanically fastened roof tleapplications with the exception of mortar set tile applications. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: 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. 0 a. 0 tr 6 Roofing Tiles (6 Max. Per Stack) 92 NOA No.: 07. 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10(08 Page 4 of 6 110. Refer to prep product with Polyester Polystick P, B in the No ;ce not listed, a - County provided to de 1. Polyglass d Installers are to ensure this correspondin 2. All rolls, wi selvage edge applied with otherwise all Polystick face of me area. being 3. All seal lap 4. All fabric ov Polyglass Poi Flashing Ce Flashing Ce 421 Mod " it lap. The use 5. A maximum Polyglass Til 1'.11 II I 6 I II - • ARP..ROMEDI.1 GENERAL L AIBELING: 1. All membranes or packaging . all bear the imprint or identifiable marking of the manufacturer's name or logo the followin statement "Miami Dade County Product Control Approved" or the Miami-Dade Co ty Product trol Seal as shown below. U11LD NG Application for buil 1. This Notice of A 2. Any other d+ evaluate the ins POLYGLASS G ATTF. (CONTINUED) roofing system Product Control Notice of Acceptance for listed approval of this ific prepares_ roofing products. Polystick P, !: asik, IR/1RX, TU, TU Plus, TU may be used with any approved roof covering Notice of Acceptance listing ik, , T'J, TIT Plus, TU Polyester MU as a component part of an assembly f Acceptance. If Polystick P, Basik, IR/1RX, TU, TU Plus, TU Polyester & MU is • uest may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade Control Department for approval provided that appropriate documentation is tall compatibilhy of the products, wind uplift resistance, and fire testing results. i ^P EROVED ,.. REQummENTs: 1 be accompanied by copies of the following: ' g permit she eptance. is required by the Building Official or applicable building code in order to properly ation of this materials. RAII. APPLICATION GIIJID1E.1NES 11rOR , 'OLYSTICK MigmBRANRS: accept the direct application of Polystick underlayment membranes to wood decks. utioned to refer to applicable local building codes prior to direct deck installation acceptable. Please also refer to applicable Product Data Sheets of the products. the exception of Polystick TU Plus and Polystick MU should be back - nailed in as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, minimum 1" metal disk as required in it ade County or simplex type nail as wable in other regions, at a minimwn rate of 12" o.c. Polystick TU Plus and should be back nailed in designated area marked "nail area, area Para clavar" on the e, with the a' ove stated nails and/or disks. The head lap membrane is to cover the k nailed. (Please refer to applicable local building codes prior to installation.) (selvage laps) must be rolled with a hand roller to ensure full contact. r fabric; and granule over granule end laps, shall have a 6" wide, uniform lus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 emium nt, Polyglass PG5' 1' MB Flashing Cement, Mule -Hide 241 Premium Modified nt, Mule -Hide 251 Premium Wet/Dry im' astomeric Flashing Cement, or Mule -Hide ping Adhesive Trowel Grade mas c, applied in between the application of the f mastic between the laps does not apply to Polystick i:;asik. .f 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Loading Guidalines. yer of NOA No.: 07-1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 5 of 6 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA' s, must be used on all projects for pitch/slopes of 7' /12" or greater. It is suggested that on pitch/slopes in excess of 6 V4"/12 ", prec utions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. Polystick TU P1us, Polystick MU may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Po stick memb , • - s is to be accomplished by applying Polyglass Polyplus 55 Premium Modified hing Cement, Polyglass Polyplus 50 Premium ^ I Flashing Cement, Polyglass PG500 MB ashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium W Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hared 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 s that water will run parallel to or over the top of all laps of the patch. 10. All self -adhe membranes must be rolled to ensure full contact wi +!,, approved substrates. Polyglass ' es a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers a acceptable far 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 me es comme , ces. An approved substrate teem 'cal bulletin can be furnished upon request. It is . ommended to refer to applicable building codes prior to installation to verify acceptable s strates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtec UDL can be furnished upon request by our Tect„ , 'cal Services Department by calling 1(8) 894 -4563. 13. Polyglass o a 10 year Limited Material Warranty on all properly installed Polystick self- adhered unde layments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in egards to the application of Polyglass products should , directed to our Technical Services nt at 1 (8C0) 894 -4563. 15. Polyglass _ ommends that applicators follow good roofing practices and applicable procedures as outlined by the National Rocfing Contractors Association (NRCA). PLEASE CHECK WI'PH LOCAL BUILDING CODES REG SPECIFIC AP CATIONS. LOCAL CODES MAY SUPERSEDE r9LYGLASS REQ 1. i Di AND RECOMMENDATIONS. END OF S ACCE r ..�� ., CE IING LIMITATIONS OF NOA No.: 07- 1025.10 Expi atinu Date: 09/13/11 Approv , Date: 04/10/08 Page 6 of 6 F MIA M1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 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 renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jorge 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: Sub Category: Materials: SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Polypro® AH 160 Foampro® RTF1000 ProPack® 30 & 100 PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Roofing Roof tile adhesive Polyurethane Dimensions Test Specifications N/A TAS 101 N/A N/A PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: . Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 - 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[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 • 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F. •,2 F'= MS W NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® 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 licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense tuner shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® 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® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight s all be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH 160•containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesiveIn achieve 17 to 23 Lna square homes in contact vdth the pas the \ 9 apP "' 2) Tum covens upsidedovm, Race adhesive 1/2 h► Tot hi.FromoutsideedgeofcovertilL Then instil tl e topper cite save course cover tile. Abut to second couree of �� ver�are� flush at eavd Live closure (mortar shown) Nail through plastic remand NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 Nail through 1 in.x3in. Single paddy Oil undorlayment Single paddy on top of the ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Save Course Single paddy between file Ewe Closure � 1 2 in. x 7 in. medium Fascia paddy save course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 BUILDING CODE COMPLIANCE OFFICE +: CCO) PRODUCT CONTR4rL DIVISION NOTICE OF ACCEPTANCE (NOA) CertainTeed Co ration (PA) 1400 Union Meeti , Road, P. „ 1100 Blue 3: 11, PA 19422 MIAMI -DADE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 ':' 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Conventional Bnilt - Up - Roof System Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami- fade 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 e 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 expiratio 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. 08- 0227.07 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08- 0410.07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 1 of 16 ROOFING ASSE LY APPROVAL. Category: Sub - Category: Material: Deck Type: Maximum Design Pressure TRADE NAMES >F PRO Product All Weather/Empire Base Sheet Flintglasil Mineral Surfaced Cap Sheet Flintglas® Mineral Surfaced Cap CoolStar Flintglas® Ply Sheet Type IV or VI Flex- I -Glas or Flex -1- Glas FR Base Sheet G1asBaseTm Base Sheet No. 15 Perforated Felt Yosemite® Buffer Base Sheet Black DiamondTM Base Sheet Roofing Built -Up Roofmg Fiberglass Wood -60 psi UCTS MANUFACTURED TABLE 1 tmensions 36" x 65'10"; Roll weight: 86 Ibs. ( squares) 36" X 32'10"; Roll Weight 78 Ibs. (1 square) 36 "X32'10 "; Roll Weight: 78 lbs. ( square) 36" x 164'7 "; Roll weight 40/55 lbs. (5 squares) 36" x 98'9"; Roll weight: 90 lbs. (3 squares) 36" x 98'9 "; Roll weight: 69 lbs. (3 squares) 36" x 144', Roll weight: 90 lbs. ( square) 36" x 32'10"; Roll weight: 90 Ibs. (1 square) 36 "x68'7 ;Roll weight: 78 lbs. (2 squares) Test Specification ASTM D4601 Type 11 UL Type 15 ASTM 's> 3909 ASTM D 3909 LABELE BY APPLICANT: sheet. Product Description Asphalt coated, fiberglass reinforced base Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built-up roof membranes. Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built -up roof membranes. Covered with reflective CoolStar Coating. ASTM ' IP 2178 Fiberglass, asphalt impregnated ply sheet. Type IV or VI UL Type G1 ASTM 's 5147 SBS Modified, fiberglass reinforced base sheet. ASTM D 4601 Asphalt coated, fiberglass base sheet. UL Type G2 ASTM D 226 Organic asphalt saturated felt. Type I ASTM '' 3909 Mineral Surfaced fiberglass reinforced ASTM ' 4897 buffer sheet. UL Type 30 STM D 1970 Self- adhering fiberglass reinforced modified bitumen base sheet NOA No.: 08- 0410.07 Expiration Date: 06 /19/13 Approval Date: 10/30/08 Page 2 of 16 APPROVE 1 INSULATIONS: Fesco Board Fastener Number Product Name FlintBoard ISO ACFoam II ISO 95+ High Density Wood Fiberboard Perlite Insulation H- Shield Dens -Deck, Dens -Deck Prime ENRGY -3, UltraGard Gold, PSI -25 Multi-Max, FA APPROVED FASTENERS: Product Name 1. #12 & 414 Dekfast Fastener 2. Dekfast Hex Plate 3. Dekfast Lock Plate 4. #12 & #14 Roofgrip Fasteners 5. AccuTrac Hextra Fasteners 6. Metal Plate 7. Gearlok Plastic Plate 8. UltraFast 9. UltraFast ASAP TABLE 3 Product Description Insulation fastener TABLE 2 Prod et Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Polyisocyanurate foam insulation Water resistant gypsum board Polyisocyanurate foam insulation Expanded mine fiber insulation Polyisocyanurate foam insulation Galvalume AZ50 steel plate 2 ' /8" x 3 1/4" Polypropylene plate Insulation fastener for wood and steel. Insulation fastener for wood and steel Galvalume stress plate. Polypropylene round plate Insulation fastener for wood and steel. Pre - assembled Insulation fastener and plate 3" x 3'/" 3" round 3" square 3.2" Manufacturer (With Current NOA) CertainTeed Atlas Energy Products Firestone Building Products, Inc. generic generic Hunter Panels, LLC G -P Gypsum Corp. Johns Manville Johns Manville RMax, Inc. Manufacturer Dimensions (With Current NOA) SFS Intec SFS Intec SFS Intec OMG OMG OMG OMG Johns Manville Johns Manville NOA No.: 08- 0410.07 Expiration Date: 06 /19/13 Approval Date: 10/30/08 Page 3 of 16 LAYR.VED FASTENERS: Fastener Product Number Name 10. UltraFast Metal Plate 11. UltraFast Plastic Plate 12. Olympic Fastener #12 & #14 13. Olympic Standard 14. Insul-Fixx Fastener 15. Insul -Fixx S Plate 16. Tru-Fast Fasteners 17. Tru -Fast MP -3 18. Tru -Fast Plates 19. Tru -Fast Plates EVIDENCE S : Test Auency/lidentifer Applied Research Laboratories TrinitylERD Momentum Technologies, Inc. Factory Mutual Research Corp. Underwriters Laboratories, Inc. United States Testing Company I, AR ROVE D l,.; TABLE 3 ASTM , 3909/ D 4897 FMRC 4470 FMRC 4454 FMRC 4470 FMRC 4470 UL 790 ASTM D 5147 ASTM D 5147 Product Descriptio iI g nensi ®IDS Galvalume AZ55 steel plate 3" square & 3" round High Density Polyole£n 3" round round plate Insulation fastener Galvalume AZ50 steel plate Insulation fastener for steel and wood decks Galvalume AZ50 steel plate Insulation fastener for wood and steel decks Galvalume AZ50 steel plate Galvalume AZ55 steel plate Polyethylene plastic plate Name Physical Properties TAS 117 ! :) FM 4470, TAS 114 TAS 117 (3) TAS 117 (I3)/ ASTM D 6862 FM 4470, TAS 114 ASTM Requirements ASTM D 4601 3" round 3" round 3" round 3" round 3" round Manufacturer (With Current NOA) Johns Manville Johns Manville OMG OMG SFS Intec SFS Intec The Tru Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. Report Date 28013 06/02/87 3503.10.06 10/10/06 3521.07.04 10/26/07 06490.04.07-R1 06/27/07 C8500SC.11.07 11/30/07 C8370.08.08 08/19/08 C10080.09.08 09/04/08 AX31G8D 09/05/08 AX31G8C 09/05/08 J.I. #3Y8A1.AM 03/23/96 J.I. OD3A3.AM 04 /04/97 J.Y. 2D0AO.AM 12/23/98 3.I.1D7A4.AM 11/09/98 R11656 07/13/87 97457 -4 06/03/88 97- 457 -2R 12/02/87 NOA No.: 08- 0410.07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 4 of 16 Deck Type 1: Wood, Non - Insulated eck I ° eseriptio 19 /32' or greater plywood or wood plank Systenn Type E(2): Base sheet mechanically attached. All General and System Limitations apply. Base Sheet Fastening: Ply Sheet: Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt an application rate of 20 -35 lbsJsq. Cap Sheet: Surfacing: All Weather/Empire Base Sheet, GlasBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o.c. (Optional) One ply of Flintglas Mineral Surface cap sheet or Flintglas Mineral Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an application rate of 20- 35lbs. /sq. (Required if no cap sheet is used) Install one of MI a following: 1. Gravel or slag applied 400 lb./sq. and 300 lbJsq. respectively in a flood coat of approved asphalt at 60 lbJsq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 galJsq. or Monoforai compound; surfaced with 1 gal./sq. Sta Kool non- fibered aluminum coating or fibered APOC No. 212. Maximum Design Pressure: -52.5 psf. (See General Limitation #7) NOA No.: 08- 0410.07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 14 of 16 w t1 D DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems s be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred wi _ '' i this N >A, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limita ,' on is specifically referred within this NOA, General Limitation #7 will not be applicable.) F THIS ACCEPTANCE NOA No.: 08-0410.07 Expiration Date: 06 /19/13 Approval Date: 10/30/08 Page 16 of 16 CERTAINTEED CORP ROOFING PRODUCTS GROUP 1400 UNION MEETING PO BOX 1100 BLUE !:ELL, PA 19422 USA *All joints blocked. Base Sheet: Sheet" Surfacing: — 3. Deck: NC Base Sheet: Surfacing: — 4. Deck: NC Insulation: — Base Sheet: mopped. Surfacing: — 5. Deck: C 15/32 ASPHALT FELT SYSTEMS wail Gravel. Class A cline: 3 1. Deck: NC Base Sheet: — Type 02 Glasbase. Ply Sheet: — Type 01 Flintglas or Type 02 Glasbase. Surfaci g: — Gravel or slag. 2. n eck: C- 15/16* I< e: 1/2 OT ROOFING ASPHALT R11656 — Two layers Type 02 "Glasbase" base sheet or Type 0-1 "Flintglas Ply Type 03 "Flintglas Mineral Surfaced ". Incline: 3 — Two layers Type 15 All Weather/Empire. Gravel or slag. Inc ; :' e: 3 Polyisocyanurate, mechanically fastened or hot mopped, any thickness. — Two to five plies Type 15 asphalt organic or Type G2 asphalt glass hot Incline: 3 Insulation: — Polyisocyanurate 1 in. min., mechanically fastened or hot mopped. ase Sheet: — Three plies Type 15 asphalt saturated organic felt (perforated) hot mopped with hot roofing asphalt. Surfacing: — Gravel. 6. Deck: C -15/32 Incline: 3 Vapor Retarder (Optional): — Type 02 "Glasbase" or UL Classified vapor retarder. .,Ymsu i 9,:to ) — One or more layers or combination of the following: 't otsocie, glass fiber or wood fiber, any thickness. tase.Shet 2 ype 02 "Glasbase" base sheet. ,T Shee!s; _z,- riajcpthree layers of Type G1 "Flintglas" ply sheet or Type G - 2 "Glasbas "base sheet. Grave lag.- 7. Deck: C -15/32 Vaf, i t '' etarder (Optional): — Type 02 "Glasbase" or UL Classified vapor retarder. Insulation (Optional): — One or more layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber, any thickness. Membrane: — Three or four layers of Type 01 "Flintglas" ply sheet. Surfacing: — Gravel or slag. 8. Deck: C -15/32 cue: 1 Vapor Retarder ( r ptio al): — Type 02 "Glasbase" or UL Classified vapor retarder. Insulation (Optional): — One or more layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber. ase Sheet: — One layer Type 02 "Glasbase" base sheet. Ply Sheets: — Two layers Type 01 "Flintglas" ply sheet. Cap Sheet: — One layer Type 03 "Flintglas" cap sheet. 9. Deck: NC Incline: 1/2 Insulation (Option ): — One or more layers or combination of the following: Johns Manville "ENRGY 3 ", polyisocyanurate, perlite, glass fiber or wood fiber, any thickness. Base Sheet: — Two layers Type 02 "Glasbase" base sheet or Type 01 "Flintglas Ply Sheet ". Surfacing: — Type 03 " Flintglas Mineral Surfaced ". Incline: 3