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RF-12-554Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 171770 Permit Number: RF -4 -12 -554 Scheduled Inspection Date: August 29, 2012 Inspector: Bruhn, Norman Owner: WITHERINGTON, BECKIE Job Address: 1381 NE 103 Street Miami Shores, FL Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number (305)759 -2214 Parcel Number 1132050300180 Phone: 305 - 757 -2612 Building Department Comments RE ROOF BUIT -UP MODIFIED /CAP SHEET AND TILE SYSTEM WITH MONIER SAVONY SLATE WHITE COLOR THRU TILE SET IN POLYFOAM Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments �G- August 28, 2012 For Inspections please call: (305)762 -4949 Page 7 of 32 F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION•INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION �" Owner's Name: �, 7/-D e ` A, 14 7- 14.0 Job Address: 1,i, I.rs fO3 T., f/jtd N.ic fiolz-E4`P/ Roofing Contractor: _ (2 iS s.[ o t) e. Rev i •t t Permit Number: gi"' - 12, Sfif Type of Tile: lia-r laYit'°.m . .1.4 T Approximate Roof Height: 1', feet Slope: 3 :1 . Approximate Square Footage: rSt gyp Type of Access to Roof: - Ladder OtherRequired Testing Force: 35 lbs. Testing Equipment: F.G.E. 100x Shimpo Instrument Date Installed: gi' i 1. -11, Date of Inspection: ? • ' --- 12_- ft2 TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F 1 FA c p 21 FA- 51 41 rtir Sy 61 17441 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 / 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 ,, 40 60 .i 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: 3 ft Area Units or ft2 No. of Tests Perimeter 'Z.i�j ga Field p 380 Corners a F4 7 1 Hips & Ridges ,C Se o a RESPECTFULLY SUBMITTED BY: Vinayagar M.13alakrishnan V State of Florida Lie # 63107 Y'' 2 3 -12 • RONDA INFERMADONAL OINNEINNE &IMMO LAB, LLC Ss& !Wind MeMilminsiniminiiiimmissimmumminnummUMEMO IIMMUMMEMNIMMEMMIUMNSUMNRISIMMMISSUMMIMM MUMMINIMMINMINSSINENIMUNNSIMUNMENRIMINEMS MOMMIMMINEMNIMMISMINSINUMMINUMMOMIMMEMM mossimminannimmannimmin=======minsms mammimmammassimmannumaninmacirminammunms UMMMEMMEMMISMINESUMUM*3MBittlimiliMAMMURE EMMIIMMUMMINNUMUMASSUMUMU mninammumansmin MUMMEMMINNXIMUMMINIMUMMANOMMUMAMOMMS mmismonsamminanwalammusumussrammassammen •MOMMOMMNIMMUMMUSOMMISINSMUMNISSIVIMEMMON mummmummemssionsimmusummansunistaummin MEMMEMM VaSUMVAIMIUMMINUMIVWMUYi MAISOWIMOMME UMMEMNIMMUMBANWUWWWWWOMMUMMIIM2111WUMMUMEMW WROMEMMUMMINUR g ansrAINNONMENAINEMEMIMMUMM MUMUMUMUSIIMUMMUSIXOURNEMMINIM2NROMMMUMMIN MIESIMMainisirminassimmurianissimiamms annanumfamirmammossmaimmanbasimarlummin mamarnimttImeEEEEE,1erENEEMNP229211111101111 UMMEWMMUMAMORMSAMOMUMMUNMAIRMIWW1MUMUMM massmommunrwourennumninrimminirmsammanman mammenummanissimanumunimarmannammismommansm mammammumummimumnsimmannummumaymmannimm minMEMMINIMMIEWICURMINEaNUNINNEMS941411IMOURE MMOMEMOOMMIMSkiMMSZMINMSRMSWASKIMSSIMMEMM MUSENUM imorms MOE UMNIMMMUSTMIMUWUMMENMEM ananammanotAgessumasomummaliudarmurinisainaa MIIINUMUMParMIIMMOUNLAIUMANN MSC& MMUMMENEMM IIMMUMMIWUWIROMOHIMEMESEENVATX4AMMUMUMM MOIMMEMOWINUMMUSAMICAKXWANNIUMMJMUNEME ERUSERMWENIUMME RiiRVIWWEWMiti WILUMBLUOMMEMUM •MOMERMSRMUMMMUMBUSWISMUMMIUNSMMIUMUMEN anumannuipsummislansammummunimammanum mummell MICOAMIEfEMMICX VeMmmraWMELImminme anammansiiaskimanamussaiinsaaassaam •SEMORMUUMMIMMENURAMUMMIRMORMUMUMMMAIMM MUMUMMMUUM MAIM UMNIOURNRUSIMUNNWOMMMEURRIOUR Notes RE: Permit # J I a ° 614 Miami Shores Viiiage Building Department INSPECTION AFFIDAVIT r(thqef c . fIzor: (Print name and circle License Type) License #: On or about me olLPD;7 �Ilglla if =oo (Date & time) Secondary water barrier work at A'1 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector , I did personally inspect tie roof deck nailin and 13il ?Jr __10J (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this / 8 Notary Public, Sate of Florida at Large day of f 1 L NOTARY POKY:. s Sandra D. Hart ba `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO 11 2 -'O3D ©1 �O THE UNDERSIGNED hereby gives notice that improvements will be made to certain real ji 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/a• ess: 1 3131 N& 10,31.1151- 33' 2. Description of improvement: 1111111 11111111111111111 111111111111111111111 CFN 2012R0366618 OR BI; 28122 Ps 0193; (fps) RECORDED 05/23/2012 11:49:53 HARVEY RUVIth CLERK OF COURT MIAMI—DADE COUNTYr FLORIDA LAST PAGE 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: 1,)behota hitef rrif 151 pg R7 S1R- /11 sh ®r FL 33/x.8 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by, C\w r upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, /�j Name, address and phone number: 8. In addition to himself, Owners designates the following persons) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Officer /Director/Partner /Manager Prepared By Prepared By SAkOsiL Ltir-L Print Name LS�c5e- Print Name 411,07 /ndetispit) SF / i/i Title /Office Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE g ins " as acknowledged before me this day of /March ividually, or ❑ as for Personally known, or ❑ produced the following type of identifica Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) °r pm; =. Authorized Officer/Director /Partner /Manager who signed above: ..r i m -y By Immo Miami Shores Village ; TCOMIEVECi 022012 Building Department • 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y: Tel: (305) 795.2204 Fax: (305) 756.8972 s INSPECTION'S PHONE NUMBER: (305) 762.4949 B DING Permit No. PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): Bear_ W. With eri q ion Phone#: Address: 13931 me 103 5+ t i C City: m 1 W?11 hcre State: Et__- Zip: 3313/3 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 1 301 N 100 bi-r-+' City: Miami Shores County: Folio/Parcel #: 1 �J 205- ©30 Olt CrD Miami Dade Zip: 33130 Is the Building Historically Designated: Yes NO V Flood Zone: CONTRACTOR: Company Name: ObCnol.cx R Address: J 5 q NE- q7 5+ city: M i arm 5ht(t S CID FL Qualifier Name: J� l°5 D. y Cb enot if State Certification or Regi§tration #: l_k�(_ Ui `T 3 D(0 Phone #: X5---75 7 -202 Contact Phone #: Phone#: 33 ! 3g Certificate of Competency #: 305 -75 7 i a Email Address: i b enV iix VC f ! C6M Phoney #: DESIGNER: Architect/Engineer: Value of Work for this Permit: Type of Work: Addition Description of Work: $ Da , 000 et' Square/Linear Footage of Work: DAlteration DNew LlRepair ‘L) eplace ' DDemolition *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** gees********************* ****+x *+r****** **** *** * ** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ <; ; t �, A. � Ltasi Evading 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. Owner or Agent e foregoing instrument was acknowledged before me this day o , 20 12, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: LA, ?.:;3 Contractor / The f � going instrument was acknowledged before me this /4 day of , 20 L, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: 1, Sign: Print: My Commission Expire L =t._ is °_ ission DI l7S : APR. 02, 2013 VIC MIMIC BOND= MO ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * **, ** * *******+x*w+x***+x***+ ****** *** x, **, x**w+ x*+ x+ x*** ***+ x**+ x**+x***+t<****+x+r<****** APPROVED BY Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET, In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: kI IN a W /41)( TIDr) PERMIT # ADDRESS: /3 S / me / O4 3f FOLIO NUMBER: /1 -3.745.-- 030 p 0 /$p FLOOD ZONE: AC BASE FLOOD ELEVATION: FREEBOARD: 6 EAST OF FL.CCCL: f/T COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) N/A /1/1- 11,101/ too o TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): .D01 OO VALUE OF PRINCIPAL STRUCTURE (attach appraisal): Dst? , 1,23 OWNERS SIGNATURE: / DATE?-361- PLANREVIEWER:✓, _% Y PLAN REVIEWER SIGNATURE: DATE: !JL Created on June 2009 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 /� Re: Owner's Name: ce &h `f�4rlifdpi e Property Address: / of AJE /o 3 Roofing Permit Number: Dear Building Official: Date: g-30 D- W in certify that I am not required to retrofit the roof to wall connections of my building because: he just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. o 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) Signature 4-03( Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this d% ‘"Crilk- day of 30 Notary Public, Sate of Florida at Large rcruc.sTA .; 3FJOVA .;A.Du - i DD857841 s: 1,LkR.07 2013 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and b i t co gna 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 -10Miami-Dade My Home My Home i irriid4de.go, Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator la Property Appraiser Tax Comparison, Portability S.O.H. Calculator Summary Details: Folio No.: rlifi CLUC: 0001 RESIDENTIAL - SINGLE FAMILY ailing BECKIE W WITHERINGTON ddress: -S Uving Units: 1381 NE 103 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 138- Property Information: Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Uving Units: 1 Adj Sq Footage: 2,813 Lot Size: 9,720 SQ FT Year Built: 1962 $25,000/ $240,021 REPLAT OF TR B MIAMI SHORES BAY PARK Legal ESTS PB 63-17 LOT 9 Description: BLK 6 LOT SIZE 90.000 X 108 OR 13280 -3169 05871 COC 26145 -1475 12 2007 5 Assessment Information: Exemption nformatlon: ear. 2011 2010 2010 $140,286 Applied ExemTpt axablion/ e Value: $25,000 t MEM _ County: $400,209 MIKE T :IT/ t $215,021 $215,021 550,000/ $211,105 Exemption nformatlon: ear. 2011 2011 2010 • t1,11,11111111 Applied ExemTpt axablion/ e Value: $25,000 $25,000 $50,000/ $211,105 _ County: $50,000/ $215,021 $50,000/ $211,105 Taxable Value Information: Year. 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied ExemTpt axablion/ e Value: Regional: $50,000/ $215,021 $50,000/ $211,105 _ County: $50,000/ $215,021 $50,000/ $211,105 City: $215,021 $215,021 550,000/ $211,105 School Board: $25,000/ $240,021 $25,000/ $236,105 Sale Information: Page 1 of 2 AC IIVE TOOL. SELECT Aerial Photography - 2009 0 111 ft My Home 'Property Information 1 property Taxes 1 My Nelphborhood 1 property Appraise( Home! Usinn Our Site 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site m 2002 Miami -Dade County. All rights reserved. Legend Property Boundary Property Selected Street ram Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 3/17/2012 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. Aesthetics - Workmanship: 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. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to remo ing e existing roof system). 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 owne sho Id notify the occupants of adjacent units of roofing to be performed. Exposed Ceiling: 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 appe. rance. 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 roofi g system is removed. Pounding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not verloaded 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 h the requirements of Sections R4402, R4403 and R4413. 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 r t in extending the se life of the roof. er /Agent's Signature Date Revised on 7/9/2009 LD Contr. or ' nature HIGH- VELOCITY HURRICANE ZONES SECTION R4402.14 HIGH - VELOCITY HURRICANE ZONES -- UNIFORM PERMIT APPLICATION Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Section R4403, or If Applicable, RAS 127 or RAS 128 4. Other Component Product Approvals 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing /Calculation Documentation 44.20 2010 FLORIDA BUILDING CODE — RESIDENTIAL HIGH 41kiteiNE Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No Contractor's Name Job Address Process No. /3i/ •-E /®3 sr ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile N ilortar /Adhesive Set ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shak Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE E 5 ❑ New Roof Reroofing ❑ Recovering ❑ Repair ❑ Maintena ce ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 7(3 7.98/ 12 O O W z z O n. A 9 STATE AND COUNTY RULES AND REG Section B (Roof Plan) Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overfl scuppers and overflow drains. Include dimensions of sections and level identify dimensions of elevated pressure zones and location of parapets. 2010 FLORIDA BUILDING CODE — RESIDENTIAL 44.21 HIGH- VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fastener Spacing for Anchor/Base Sheet Attachment Field: % " oc @Lap,* Rowse_ @ " oc Perimeter: 4 " oc @ Lap, # Rows @ 4 " oc Corner: 4 " oc @ Lap, # Rows �@ " oc Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer: NOA No.: pq — ®? •® Design Wind Pressures, From RAS 128 or Calculations: P1:4r2' P2: f ° ° P3: f0�,o Max. Design Pressure From the Specific NOA System: r� Deck: Type: (4 Gaugerrhickness: Slope: r Anchor/Base Sheet & No. of Ply(s): ,e1 Anchor /Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: 6//,4 Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Shelf io s)"& Fa No. of PI (s) zz B s See Fastene din Material; �7�, s ' ,,r�A9 Ply Sheet(s) & No. of Ply(s): /gdJ€ o, eie Ply Shee7 ener €T Ma I Top Ply: /Cidh7 /I 3// Iwo i' Top PIS F terse n ing tv}or,1� Surfacing: //VP /d/ Number of Fa1ners Per Insulation Board Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, 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 Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. 2010 FLORIDA BUILDING CODE — RESIDENTIAL HIGH - VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: dot 4 Product Approval Number: ®i - b 7 if. 03 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: °I` P2: Ile-24 P3: 1,09 , Maximum Design Pressure Product Approval Specific System: %i, q Method of tile attachment: (' �4 7 Roof Slope: 3 :12 Steep Sloped Roof System Description Deck Type: oleo d ype Underlayment. Insulation: Fire Barrier: 'D 22� ,A l/A- Ridge Vent! ion? Fastener Type & Spacing: Adhesive Type: / #rrd /O F ��o �Ne -.gy y %o, p //kik ype Cap Sheet: Mean Roof Height: 2010 FLORIDA BUILDING CODE — RESIDENTIAL A4 9lrMs Tv t Roof Covering: jiiiJ/ 5/ , €q. Type & Size Drip dge: 3 b/114 Aka 032 if 44.23 HIGH- VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mrwith the values from Mr. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. (Pt: Method 1 "Moment Based Tile Calculations Per RAS 127" lx X f } - M$ 49 o3 = Mri Product Approval MI ®o 7 x , al 3 = f• ) - M� i�j = Mr't3, Product Approval Mr (P4®®. `T x X . 313 = 3657 -) - Ma = Mr3 3r a9 Product Approval M,, p, v Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mr Mr Required Moment Resistance* Mean Roof Height -i► Roof Slope y 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 tile 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 "Uplift Based Tile Calculations Per RAS 127" (Pt : x 1: x w: = ) - W: x cos 8: _ _ = Fri: (P2: x 1: = x w: _ ) - W: _ x cos 0: _ = Fr2: (P3: `xis = x w: = ) - W: x cos B.' = Fr3: F F F Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height N Job Site Roof Slope 0 Job Site Aerodynamic Multiplier 2 Product Approval Restoring Moment due to Gravity M. Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistanee F. Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight _ W Product Approval Tile Dimensions 1= length w= width Product Approval All calculations must be submitted to the Building Official at the time of permit application. 44.24 2010 FLORIDA BUILDING CODE - RESIDENTIAL MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) • PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 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 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: Saxony 900 (Shake, Slate & Split Shake) Concrete 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# 07- 0228.03 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Cateeory:, Sub- Categorv:, Material: Roofing Flat Profile Roofing Tiles Concrete SCOPE: This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions MonierLifetile LLC 1= 17" Saxony 900 w = 13" 1- 5/32" thick Slate 1- 9/32" thick Shake & Split Shake Trim Pieces 1= varies w = varies varying thickness SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Specifications TAS 112 TAS 112 Test Identifier 7161 -03 Appendix Ill 94 -084 94 -060A 25- 7183 -6 Product Description Flat profile, interlocking, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Static Uplift Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik Drive Screws, Battens) March, 1994 Feb. 1995 25- 7183 -5 Feb. 1995 NOA No.: 07-0711.03 Expiration Date: 04 /26/12 Approval Date: 09 /07/07 Page 2 of 7 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers Test Identifier 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 130 Test Name/Report Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 January 2007 April 1999 February 2007 January 2007 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 3 of 7 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 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. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofmg Application Standard RAS 118, RAS 119, and RAS 120. 2. Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) MonierLifetile Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - I ft3) Tile X (ft3) X (ft3) Profile Batten Application Direct Deck Application MonlerLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake Direct Deck Battens Table 3: Restoring Moments due to Gravity - M. (ft-lbf) Tile Profile 2":12" 3 ":12 " 4":12" 5,':12" 6":12" 7":12" or greater Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.34 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polytoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - MI (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PoiyProTM 118.94 Polyfoam PolyProTM 40.44 3 Large paddy placement of 45 grams of PolyProT"". 4 Medium paddy placement of 24 grams of PolyProT'". Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 43.94 . 5. Tile -Tite Roof Tile Mortar NOA No.: 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 5 of 7 LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". MONIERLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE 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 system. PROFILE DRAWING WATERLOCK MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 6 of 7 PROFILE DRAWING MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERLIFETII.E SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 07. 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 7 of 7 MIAMI. BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.Eov/buildinE/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA # 09- 0806.07 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MIAMI.DADE COUNTY APPROVED NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: Roofing Underlayment SBS , APP Self- Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Facer of Membrane with surface printing) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 MIAMI DADE COUNTY APPROVED Dimensions Roll: 65'8" x 3'33/8" 60 mils thick Roll: 65' x 3'33/8" Or 65' x 3' 80 mils thick Roll: 32'10" x 3'33/8" 100 mils thick Roll: 65' x 3'33/8" 80 mils thick Roll: 32'10" x 3'33/8" 130 mils thick Roll: 61' x 3'3-3/8" 60 mils thick Test Product Specification Description TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefmic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass -fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 2 of 8 PRODUCTS DESCRIPTION: Product Polystick Dual Pro Manufacturing Location #2 Dimensions Roll: 61' x 3'3-3/8" 60 mils thick MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. MIAMI•DADE COUNTY APPROVED Test Specification ASTM D 1970 Test Identifier 11756.04.01 -1 11756.08.01 -1 02202.08.05 P5110.08.07 P10870.09.08 -R1 P10870.04.09 P33360.06.10 P33370.03.11 P36900.09.11 PRI01111 PUSA- 005 -02 -01 PUSA - 018 -02 -01 PUSA- 035 -02 -01 PUSA- 033 -02 -01 PUSA- 055 -02 -02 PUSA- 083 -02 -01 PUSA- 089 -02 -01 JX20H7A RX14E8A DX23D8B DX23D8A Product Description, A rubberized asphalt self-adhering, glass- fiber/polyester reinforced waterproofing membrane, specific for use as a high temperature underlayment. Designed as a metal roofing. Test Name/Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D1970 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 07/01/10 03/02/11 09/01/11 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 - %z" 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. MIAMI•DADE COUNTY APPROVED NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, and Tile Pro may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, roof tile systems and quarry slate roof assemblies. IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Dual Pro may be used in all the previous assemblies listed except roof tile systems. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (days) Polystick MTS MTS IR -Xe TU TU Plus TU P Tile Pro Dual Pro Winter Haven, FL. 180 180 180 180 180 180 180 Hazelton, PA. N/A 30 30 180 N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Tile Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR Xe Polystick TU, TU Plus, 11J P, Tile Pro Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. MIAMI•DADE COUNTY APPROVED NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles (6 Max. Per Stack) 12 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. MIAMI-DADE COUNTY APPROVED NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE MIAMI-DADE COUNTY APPROVED NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 8 of 8 MIAMI2 COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www.mlamidade.uov/buildina/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® A(I160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers. MIAMI•DADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polyproo AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro® AH160 N/A Foampro4.) RTF1000 ProPack® 30 & 100 N/A N/A Test Product Description Specifications TAS 101 Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.61bs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change ® -40° F., 2 weeks +6.0% Volume Change @158 °F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MAMt.DADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency► Test Identifier Test Name/Report D ate Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA 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[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 their tile assemblies shall test in accordance with TAS 101. AH160 roof tile adhesive with 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) _W 2 F'— MS MANMADE COUNTY APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 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® A11160 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 timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® A11160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the' Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro tit AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MADE COU APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nall through plastic corneal Poddy (BenealhTile) Undedayment 1 10 In. EavOCoume ErreCbaura Faula Ewe course only: Keep adhesive approx. 4 m. up from waptrobs MIAMI•DADE COUNTY APPROVED Nall through plastic cement Underlaymenl Paddy (Beneath TIIe) 10 In. Faye Conroe Eavocaaaeonly: Keep adhesive approx. 4 In. up from weeplabe Paula Weephob Bare dawn Drip edge 1) Puce dough Whelan toachieve 1T10 23 0Pttarm1 2x41for square hxdrae In contact wilhlho pan tile \ abep Pitch appAaBans T1 mores �ge 112 In. In Front d cover Ol Than instdithe tVe, Urulerlaymont 1 Nag through pbagc raiment Rem lop rlIon of ttheoaro couraecovertile, Abut Osmond dm of of ' �g Eno Como Weephote Fascia Oder shown) Shea king NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY M IAMI-DADE COUNTY APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY NaII through plastic cement • 3 In x3 in. Single paddy on under. layment Paddy (between tile) Paddy (under tile) Single paddy under the Single paddy on top of tile •course In. X 7 In. medium sloe paddy save Fascia course only MIAM1.ADE COUNTY APPROVED Nall through plastic cement Single paddy under tile Underlaymant Single paddy between tile 2 In. x7 In. medium sirs paddy eau course only .rte Single paddy on under. layment .e- Imx3In. 4In. Single paddy on top of the i% Ewe rse Fascia Waephole Eave closure Drip edge END OF THIS ACCEPTANCE NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7 M I A M I•DADE MIAAMI -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) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 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 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: GAF RUBEROIDn Modified Bitumen Roof System for Wood Decks. 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. 07- 1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 1 of 31 ROOFING SYSTEM APPROVAL Roofing Modified Bitumen SBS /APP Wood -75 psf Cateeorv: Sub- CateEorv: Material: Deck Tyne: Maximum Design Pressure TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM Matrix"' 307 Premium Asphalt Primer GAF Mineral Shield® Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM Matrix"' 303 Premium Fibered Aluminum Roof Coating LeakBusterTM Matrix"' 322 Elastomeric Roof Coating LeakBusterTM Matrix"' 306 LeakBusterTM MatrixTM 204 Wet/Dry Roof Cement GAFGLAS® #75 Base Sheet GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex P1yTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet Dimensions 5, 55 gallons 601b. Bags 100 Ib. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 3937" (1 meter) Wide 3937" (1 meter) Wide Test Specification ASTM D41 ASTM D1863 ASTM D1227 ASTM D 2824 ASTM D3019 ASTM D3409 ASTM D4586 ASTM D3409 ASTM D4601 ASTM D4601 ASTM D2178 ASTM D2178 ASTM D3909 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofmg. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Type II Asphalt impregnated and coated glass mat base sheet. Type II Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 2 of 31 Membrane Type: Deck Type 1: Deck Description: System Type E(1): SBS /SBS Cold Applied Wood, .Non- insulated 14/32' or greater plywood or wood plank decks Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: Fastening Options: FireOutTM Fire Barrier Coating, VersaShield® Non-Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS® #80 ULTIMA TM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® SBS Heat- WefdTM Smooth or RUBEROID® SBS Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" DriII -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS® #80 ULTIMATM, RUBEROID ® 20, RUBEROID®Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Limitation #7) NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 27 of 31 GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TeeTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —7S psf, See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #80, RUBEROID® MOP Smooth or RUBEROID® 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane: One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop 170 FR, RUBEROID® Mop Granule, Roof MatchTM SBS Mop Granule, RUBEROID® Mop Plus Granule, RUBEROID®20, RUBEROID®30, RUBEROID®EnergyCap SBS 30 FR RUBEROID®30 FR or RUBEROID® Mop FR or RUBEROID ULTRACLAD® SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Surfacing: Or, One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop Granule, Roof MatchTM SBS Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 20, RUBEROID® 30, RUBEROID®EnergyCap SBS 30 FR, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID® ULTRACLAD® SBS in Leak BusterTM MatrixTM 102 SBS Adhesive at an application rate of 1 -2 gal./sq. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: Gravel or slag applied at 400 lbsJsq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Leak BusterTM MatrixTM303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. Leak BusterTM MatrixTM 715, Leak BusterTM Matrix"( 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofmg Membrane, applied at 1 to 1.5 gal./sq. Leak Buster"? MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCotee roof coating applied at 1 to 1.5 gal. /sq. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galisq Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening above NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 28 of 31 WOOD DECK SYSTEM LIMITATIONS: . 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens Deck or Y2" Type X gypsum board is acceptable to be installed directly over the wood deck. 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 lbsisq., 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. Hilo 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 at 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 lbs./sq. Note: Spot attached systems shall 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 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lb£ 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 Engineer, 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 Roofmg Application Standard RAS 117. 7. Perimeter and corner 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 within this NOA, 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 Roofmg 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 limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. 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. END OF THIS ACCEPTANCE NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 31 of 31 • • • 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY 192 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Base Coat "A -38 Series ", 0.75 gal /sq. Second Base Coat "A -38 Series ", 0.75 gal /sq. Wear Coat "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 Ibs per sq. Surfacing: "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75.Ibs per sq. 46 Deck: NC Incline: 3/4 Foam: Spray application of 2 -in. thick 'Polyfoam 273" (2.7 lb/ft.3 ) Surfacing: Spray application•of 28 to 34 -mils "U- 8730" (aluminum) 47 Deck: NC Incline: 1/2 Insulation: Spray application of 2-in. thick "Polyfoam 273" (2.7 lb /ft.3 Surfacing: Spray application of 28 to 34 -mils "U -8782" (ivory) GAF MATERIALS CORP R1306 1361 ALPS RD, WAYNE NJ 07470 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P' Gypsum DensDeck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The points in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be laced below the overlayment board. Also, multiple plies of " GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gyyppsum DensDeck® in hot asphalt. " EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani- cally attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVER - GUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polysty- rene reference in any of the following Classficatons include "ENERGuard El's Insulation ". References to glass fiber insulation include " EnergyGuard Fiberglass Insu- lation ". ASPHALT, FELT SYSTEMS WIT 1 HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAF #80 ULTIMA" ) is a suitable alternate for Type Gi asphalt glass fiber pl sheet (' GAFGLAS Ply 4" or " GAFGLAS Ply 6" ) in the Class A, B or C roof systems' indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavenf .Elimlitiator Venting Base Sheet ( Nailable)" .. Perforated to be mopped and nailable to be mechanically attached granule side down. As an, option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", " GAFGLAS #80 UL or "GAF Stratavent Eliminator Venting Base Sheet ( Nailable)" may be substituted for G1 asphalt .&lass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechani- cally fastened. Unless otherwise indicated, all insulations may be hot mopped or mechani- cally fastened. "GAFGLAS Flashing" or "Ruberoid" may be-used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed . Structural Bement fiber'building units are considered suitable to be induded as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The usenf .polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for. any Atlas polyisocyanurate insula- tion in any of the following Classifications. Trumbull "Penn# Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". GAFGLAS 440 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to " GAFGLAS Ply 6 ". ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) — Continued "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following,NC Classifications.- Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 - 3.0 gal /sq. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood filler, fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): t One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness; Ply Sheet: Three or more layers Type Gi " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ y urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Illy Sheet Two or more layers Type Gi "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral. Surfaced Cap Sheet" or " EnergyCap Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet One or more layers Type 01 "GAFGLAS Ply 4" or GAFGLA�j Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Capa 6 Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". Deck: NC Incline: 3 Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet One or more layers Type 01 "GAFGLAS Ply 4" or "GAR;;; GLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Ca' Sheet" or " EnergyCap Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 ' Insulation: One or more layers perlite, glass fiber,' isocyanurate, urea thane, perlite /isocyanurate composite, perlite /urethane composite, p' nolic, 1.0 in. min (offset from plywood joints 6'in.). , Base Sheet One or more layers Type G1, 02 or G3. - Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or. Grat uI or "Ruberoid Mop Plus" (granule). Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" " EnergyCap Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/32 Incline: Insulation (Optional): One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlitit' urethane composite, wood fiber /isocyanurate composite, phenolic, =` thickness. Base Sheet Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type G1. Membrane: One or mom 1, yens "Ruberoid Torch" (mooth or Granul "Ruberoid Torch Plus" (granule), " Ruberoid Mop" (Smooth or Granul or "Ruberoid Mop Plus" (granule). LOOK .FOR THE>UL MARK ON PRODUCT 2007 ROOFING MIVERIALSAND SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Cap Type G3 GAFGLAS Mineral Surfaced Cap Sheet" or BYcaP Mineral Surfaced Cap Sheet ", hot mopped. . 9. Deck NC Incline: 2 Insulation (Optional): Perlite, glass fiber, polylsocyanurate, wood fiber, mechanically fastened, any thickness. Base Sheet One or more layers Type G2, "GAFGLASS #75 Base Sheet ". • Ply Sheet: One or more layers Type G1 " GAFGLAS Ply .4" or "GAFGLAS Ply 6 ". Cap. Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Surfacing: "Fireshield MB ", 2.5 — 3.0 gal. /sq. Class B 1. Deck C-15/32 Insulation (Optional): One or more layers perlite, /2 fiber, isocyanurate, urethane, perlite /is yanurt composite, perlite/ composite, 'wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more layers Type G1 " GAFGLAS Ply 4" or "GAF - GLAS Ply 6" Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral. Surfaced Cap Sheet ", hot mopped. Z Deck: C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, =Wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers Type G1, G2 or G3. Membrane: One or more layers " Ruberoid Torch" (Smooth or Granule), " Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or " Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ", hot mopped. 1. Deck C 15/32 Class C Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any Ply thickness. `GAF Sheet Ply bee or more layers Type G1 " GAFGLAS Ply 4" or Surfacing. "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR 1. Deck. C -15/32 Class A Insulation (Optional): One or more Incline: layers perlite, wood fiber, glass fiber, isocyanurate, urethane, Perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6" „hot mopped' with coal tar bitumen. Surfacing: Gravel: COMBINATION HOT AND COLD SYSTEMS Deck NC Class A Insulation (Optional): One or more Ialyes perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4” or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal/sq. Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, `isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type Gl " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing. "Weather Coat Emulsion" at 3 gal /sq. Deck NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in., hot mopped. Ply Sh t Any UL Classified gravel surfaced Class A asphalt glass fiber mat sys Ra' :- Deck: NC Incline: 2 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)_Continued Insulation (Optional): Isocyanurate, perlite, isocyanurate/compos wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet: One ply Type G1 or G2, mechanically fastened or mopped. Ply Sheet One or more plies Type Gi or G2, adhered with hot roof asphalt. Surfacing: "GAF Premium Fibered Aluminum Roof Coating ", 1 -7 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. 5. Deck: NC Incline: 1 Insulation (Optional): Perlite, glass fiber, polyisocy anurate, wogci.,fir mechanically fastened, any thickness. Base/Ply Sheet: One or more plies Type GI or type G2, hot mopped place. Coating: "Fibered Aluminum Roof Coating ". 6. Deck: NC Incline:1 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fib mechanically fastened, any thickness. Base/Ply Sheet: One or more plies Type Gl or Type G2, fully adher with either " Ruberoid Modified Bitumen Adhesive" or " Ruberoid Mot fled Bitumen flashing Cement ". Coating. "Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq. 7. Deck: C 15/32 Incline: 1 Base Sheet One or more plies Type G2, mechanically fastened. Ply Sheet Three or more plies 'Type Gl, hot mopped in place. Coatings: "Fibered Aluminium Roof Coating ", 1 -1/2 gal /sq. 8. Deck: NC Incline:' Base Sheet: Any UL Classified Type G1 or Type G2 base she mechanically fastened. Base Sheet: Any UL Classified Type G1 or Type G2 base sheet, max. plies, fully adhered with "Matrix Standard Cold Lap Adhesive 103 ", gal. /sq. Surfacing "Matrix 322 White Elastomeric Roof Coating ", 2 gal. /sq. 9. Deck: NC � Incline: 1/2 Insulation (Optional): Perlite, glass fiber; polyisocyanurate, woo fiber, mechanically fastened, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 6 ", he mopped. Surfacing: "Fireshield MB ", 1.5 — 2.0 gal. /sq. 1. Deleted Class B 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fibet, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, an thickness. Ply Sheet: Three or more layers Type G1 " GAFGLAS Ply 4" of "GAFGLAS Ply 6 ", hot mopped. Surfacing: Grundy Industries "al MB Aluminum Roof Coating", 1-1/2 gal /sq. 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass, fiber, isocyanurate, urethane, perlite /isocyanurate•'composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type Gl " GAFGLAS Ply' 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion AF" at 1 -1/2 gal /sq. Class C Incline: U mited One or more layers perli e, wood fiber or glass more layers Type G1 " GAFGLAS:' Ply 4" or 1. Deck: C -15/32 Insulation (Optional): fiber, 2 in. max. Ply . Sheet Three or "GAFGLAS Ply 6 ". Surfacing: • Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq or "Weather Coat Emulsion" at a>galisq. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate, composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 " GAFGLAS Ply 4" or ' GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal/sq. L``OOK,FOR THE UL MARK: ON PRODUCT