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RF-12-1002
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NS P- 174346 Permit Number: RF -6 -12 -1002 Scheduled Inspection Date: July 25, 2012 Inspector: Rodriguez, Jorge Owner: COOPER, RYAN AND ELAINE Job Address: 41 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ISAACS ROOFING & INSULATION CORP Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number (305)751 -4932 Parcel Number 1132060130700 Phone: (305)234 -5234 Building Department Comments RE ROOF TILE AND FLAT ROOF Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments vp1 ; - 50.A July 24, 2012 For Inspections please call: (305)762 -4949 Page 12 of 40 F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION•INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 Owner's Name: Job Address: Roofing Contractor: SITE SPECIFIC INFORMATION Permit Number:( - r2 - t ®0 Type of Tile: -A-•b lnr t -F--49A--ix-it. Approximate Roof Height: 1 1- feet Slope: \ °- t Z Approximate Square Footage: 21 i-- ft2 Type of Access to Roof: Ladder OtherRequired Testing Force: 35 lbs. Testing Equipment: F.G.E. 100x Shimpo Instrument Date Installed: 9- -' ( Z -- t 7 Date of Inspection: -16-17-- 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 "1'l� 21 4 41 F I1 61 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 V 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 , 60 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: 4 ft Area Units or ft2 No. of Tests Perimeter t k Field `� 1 I 00 Corners l 1.1 1 1 Hips & Ridges -zap vz RESPECTFULLY SUBMITTED BY: \1 Vinayagar M. Balakrishnan V State of Florida Lie # 63107 LIZ Contractor .1611/06.5 POW( #14 r z;r�k1.• IP TO asamintimiiiimealimiumimamum samummansmaatemsamansminsianassimmummt iiiii iimiusmi'iiiiinuiiiiiiniiiiai RINIUMINIESSININIMMINUMISIMUNISSAMINIMISIOMI ' usausamansimataaamatmaimassasaimanana ainassaaimmumimanammiiiinsaissamaansaaa iimii iiii iiaiiiiU i iii iaiiiiiiiiii ' maatzwanaimanimitsrAmmiammanammaanammaa asiummenvjamainueakimaimanamiumanasana ammassmaimminarrurvintaimitaanamanamummis mum ► 7;enseas ns mainumminiammanamana emu I I I .,. Ii. IMIIIIMINNIMIHISIMINIUMN i.mur.1 MUM W it V411111111111111111.11111111111111111111.11111111111ER ' unimusannuarrissaiNsanommansiumaanumaa a i hill aiii°ai i i #� aaiaai� �aiaiaiaiaaiia a;iI �ZaI`aaiiia � `,' a ii Alai$ IRU$R aiiiiaaiia REIM a / i� MIWIP ;ARRA niammutansimanamasaa a mum mari r imai !lii ii i i i i iON • UM mummomisainaniaminiasmamaimmuma w. `tai mart 0-1 7s. asiguiumaiminimmummanamas it rAiaa m m ions ' 1111111111111111111RXRAISISIUMMOORIM ■ to aiataaa� f �iaai aaii•Aiaiia ■l ussa aiiLIPi ; . iiiiiai imare.411110ti •'� ��i _a� � � ii i 1111111111111111111 USIR RIMINIVIIM TAP: 1," 1, � ��[ a 7� �l !!nu n s • aai � 7ami use MI l iial iiaiiiiii m� =�i�1: ataii 4lii!�, aiiEm as pumintionnouram u Ltir uRi• u aarJ ma" a ' OM _ , NIIVI'ii�1. �; ' ` l l aaRMIRMIai�ai 16 ►: ai P i�i$Aiaiaiiii i(�' aiiiaa11: a�.r ai iiai aaiia aiiaaiiaiii'aii a a 1aiaaiiiia a illiiiniaRMIN aaiitiiai iaa ian Aa__.aiai iiiaiiiiiia aaaaa�iiaa- i IIRMIROORIBUR Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # DATE: INSPECTION AFFIDAVIT (Print name and drde License Type) License it C-c c 132-S 'SS- C 0 licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector On or about ° I - / 2 , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this I day of Notary Public, Sate of Florida at Large 12 CLAUDIA V. CUBILLOS Notary Public - State of Florida My Comm. Expires Sep 23, 2015 s Commission # EE 128810 ?f,l oss Bonded Through National Notary Assn. '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 # dearly shown marked on the deck for each inspection Revised on 5/21/2009 1 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. ©TRW? JUNI 01 26'12 BYo__JO 1009_, PERMIT APPLICATION Master Permit No. Permit Type: BUILDING JOB ADDRESS: 4 1 �€ S <�T, City: Folio/Parcel #: ROOFING Miami Shores County: Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: LAN (Fee Simple Titleholder): cr 1.Q_,, Address: `1\ i3 6 r95 ��rp City: f y Orn ‘ 51! IO r.S State: Phone#: q S9 l `v Qo 15 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: .,.. AAC- C e---.`-'3'r i a--NQ Phone #: City: r isth - "1•T° Z State: Zip: Qualifier Name: Ptteo,.it3 e�at,S1 -4-(,c Phone #: gos •Z.34 °SZ34. State Certification or Registration #: C- c-- (3 SS Certificate of Competency #: 1 --02 77 97J" ' Contact Phone #: 3DS• 2-3 g °S Z3 C/ Email Address: DESIGNER: Architect/Engineer: Phone #: Addre Value of Work for this Permit: $ Z o, 0 0"- Square/Linear Footage of Work: 60 Type of Work: Addition :Alteration New epair/Replace :Demolition ZE.---ao f- itc t ri IC kAC r Ii t -C Description of Work: *****:x:x *** Fees+x* *** ***** * **:x******************** * ** ** ** Submittal Fee $ Permit Fee $ dg CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ V" • )(o Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was ackno ledged before me day of , 201,1_, by M1 el 1 e ,01 rQv:` who is rsonall known y own to me or who has produced I `.- As identify. tion and who did take an oath. NOT C: Si Prin My Commission * * * * * * * * * * ** otary Public at of Florida aniel Per q Commi= EE123821 Expires 08/21/2015 APPROVED BY Signature Contractor The fore oing instrument was acknowledged before me this / day of Q , 20 V?. by 46 V 1 A G0I,4Zate who is personally known to me or who has produced as identification and who did take an oath. NOTAR S nt: My Commission Ex * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) "rq Pubf!!r of Florida niel Pe Commission EE123821 xpires 08/21/2015 * * * ** Zoning Clerk 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 Date: 10050 NE 2nd Ave Miami Shores, Fl 33138 1 Re: Owner's Name: Ual �L2.. C IYns") Property Address: 41 1.16 q1 . S-Fr�& VYliary ghore5, ft. -33) Roofing Permit Number: Dea h,tie, uilding Official: l I 1min certify that I am not required to retrofit the roof to wall connections of my bu' ding because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions f 1994 edition of the South Florida Building Code (1994 SFBC) Signature (.40L/ere, Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Swom to and subscribed before me this CA 1 day of V)V' e Notary Public, Sate of Florida at Large ggiV PA Notary Public State of Florida ° Daniel Perez o futon EE123821 or'> of Expires 08/21/2015 • When the just valuation of the structure for purpose of ad valor on is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 • MiaDade My Home My Home Show Me: Prcparty klarnaticn Search By: seiect Itm [lJ Text only Property Appraiser Tax Estimator -,-- Property Appraiser Tax Comparison Portabilrty..S.O.H Calculator Summary Details: [Folio No.: 11 -13206-013-0790 Property: 41 NE 95 ST Mailing RYAN COOPER &W ELAINE ddress: 1 NE 95 ST MIAMI SHORES FL 33138-2706 Property Information: 1100 SINGLE FAMILY Primary Zone: RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY iBeds/Baths: Floors: 1 Living Units: 11 cK1110—g Footage: 12,197 [Lot Size: 112,155 SQ FT Year Built: 1947 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 18 & 19 LESS Legal Description: E15FT LOT 19 BLK 5 LOT SIZE IRREGULAR OR 120039-2508 11 2001 1 Assessment Information: fea r: 2011 I 2010 Land Value: $104,473 0109,785 Building Value: 1 $187,163 $188,250 Market Value: $291,636 $298,035 Assessed Value: $291 636 0298,035 Exemption Information: Year: 2011 2010 Holdedjdo04: 1 $25,000 r $25,000 2nd Homestead: 1 YES YES Taxable Value Information: < Year: 2011 2010 axing Applied Applied uthority: I Exemption/ Exemption/ Taxable Value: Taxable Value: Regional:050,000/$241,6360-510,000/$248,035 County: 050,000/$241,636 $50,000/$248,035' City: 050,000/$241,636 $50,000/$248,0351 School Board: 025,000/$266,636 $25,000/$273,035 Sale Information: Sale Date. 15/2003 Sale Amount: 0.300,000 Sale 0/R: 12130,9:0507 1 of 2 http://gisims2.miamidade.gov/myhome/propmap.asp ACTIVE TOOL: SELECT Aerial Photography - 2009 0 114 ft My Home 1 Property Information 1 Property Taxes I My Neighborhood I Property Appraiser Horne I Using Our Site 1 Phone Directory! 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 © 2002 Miami-Dade County. All rights reserved. Legend Property Boundary Selected Property Street "se Highway Miami-Dade County VVater 6/1/2012 10:13 AM NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following infdrrnation is provided in this Notice of Commencement 1111111 1111111111 N HMO 111 11 11111111. CFN 2:7.112R03'96•'940 OR Bk 28137 Ps 3354; (1Ps) RECORDED 06/06/2012 09:22:01 HARVEY RUVIH, CLERK OF COURT MIAUI -DADE COUNTY, FLORIDA LAST PAGE ii Space above maraud for use of recording office 1. Legal description of property and streeVaddress: L' ` `IS ST. - c2-.es 0 ,F t (Lc 'CI 1t % 6 2. Description of improvement: 3. Owner(s) name and address Interest in property: Name and address of fee simple titleholder 4. Contractor's name, address and num r +oaf 1r?.c)t 1 `12`2 e Ii�t C 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number. t 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement r7‘ (tile 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: •f • �M1, - ) or Own s. ed *y�' -r/D Prepared By � _ ' \ 4 /A� r • �■7 d Print Name ILRlwe ' i AI',waJT Trtie/Offlce STATE OF FLORIDA COUNTY OF MIAMI -DADE The f.,i c ping is m -'A owl ged before me this By Wyk ❑ Individually, or ❑ as ❑ Personally known, or ❑ produced the following type of id or/Partner/Manager Prepared By - Print Name Trtle/Offlce Signature of Notary Public: Print Name: (SEAL) day of . rt017 VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, 1 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) or Owner(s)'s Authorized Officer/Director/Partner/Manager who By 123.01 -52 PAGE 3 3/10 Public State of Florida niel Perez Commission EE123821 Expires 0812112015 BY STATUE FL +! 0014.116V OAD 1 HEREIN GI 1F,/ IttOgs is trrnaw cr friaf filed In Ells., o _:..�..w..•.+i�4Y�i VI�TNE y'ttrutt ff' Section A "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Job Addre irEEZTEry c_,7-- JUN 0 1 2612 isl BY:........ ..... _ - ® ® ®.a Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section A (General Information) ❑ New Roof ureth - ne Foam 0 Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Other: Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes Roof Type Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes © No If yes, what type? ❑ Natural ❑ LPGX Low slope roof area (ft.2) Roof System Information Steep Sloped area (ft.2) 2700 Section B (Roof Plan) Total (ft.2) 3200 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Comer Size (a' x a'): 33' 36' 40' 27' Sh APPROVED— res Village BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPUANcE WITH ALL FEDERAI. STATE AND COI INN RULES AND REGULATIONS j Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: Miami-Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form Section D Tile Roof System Entergra Notice of Acceptance Number (NOA): Minimum Design Wind Pressures, 11 Applicable (from RAS 127 or Calculations): P1: P 2: Maximum Design Wind Pressures, (From the NOA Specific system): P 3: p s f FiH in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: Roof Mean Height: 712" 10 Method of Tile Attachment: ft. L-Adhesive, Large Paddy Polyfoam Polypro- .: Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: face 26 ga.-- --Galvinized Metal-- 1/14" ring shank Hook Strip/Cleat gauge or weight: 1-- Select Hook Strip — Deck Type: --3/4" Plywood- Optional Insulation: n/a Optional Nailable Substrate: n/a Optional Nailable Substrate Attachment n/a Basesheet Type: 1.3.9# Fastener Type for Basesheet Attachment: 1 1/4" ring shank and nails. Tile Underlayment (Cap Sheet ) Type: 190# Tile Underlayment Attachment Method: hot mopped Tile Profile: . Section E MIAMI• "Delivering Excellence Every Day" Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P1: X39.1 x? P 2: 58.1 x� p3:;100.7 x� .289 .289 .289 16.79 29.10 - Mg: - Mg: - Mg: 7.79 7.79 7.79 = Mr1: = Mr2: = Mr3: S 40.4 40.4 40.4 Method 3 "Uplift Based Tile Calculations Per RAS 127" NOA Mf NOA Mf NOA Mf For Uplift ba = . tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the •of, then the tile attachment method is acceptable. P1: P2: P3: X w: X w: Xw: Where to - W: - W: - W: x cos 8: = Fr1: x cos 8: = Fr2: x cos 8: = Fr3: tain Information to complete tile calculations 5 NOA F' NOA F' NOA F' Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, engineer based on A by an engineer analysis prepared, signed and sealed by a professional E 7. Mean Roof Height Roof Slope Job Site Job Site Aerodynamic Multiplier ct Approval (NOA) Restoring Moment due to Gravity Attachment Resistance i Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average Tile Weight Product A royal (NOA) Product Approv Calculated Product Approval (NOA) Calculated Product Approval (NOA) Tile Dimensions I = length w = width Product Approval (NOA) ■ Section MIAMI- • - • "Delivering Excellence Every Day" Miaml-Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form Section C page (Low Slope Roof Systems) Fill In the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. ROOF SYSTEM MANUFACTURER: Product Approval (NOA): GAF 09-0319.01 System Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: 42.8 (P2) Perimeters: (P3) Comers: psf 108 psf psf Maximum Design Pressure From NOA: Roof Slope: 1/8 " : 12 Roof Mean Height: psf Parapet Walls: No 0 Yes Parapet wall Height: Deck Type: Support Spacing: Alternate Deck Type: Existing Roof: T & G- 1n/a " o/c ft. Fire Barrier: Vapor Barrier: In/a Anchor Sheet: 75 # T1 Anchor Sheet Fastener / Bonding Material: 1 1/4" Ring Shank nails & Tin Caps Insulation Base Layer Size & Thickness: n/a Insulation Base Layer Fastener / Bonding Material: n/a Insulation Top Layer Size & Thickness: n/a Insulation Top Layer Fastener / Bonding Material: n/a Base Sheet(s) & No. of Ply(s): nla Base Sheet Fastener / Bonding Material: 2- PLY -4 PIy Sheet Fastener / Bonding Material: Hot asphalt ft. Top Ply: Gafglas capsheet Top Ply Fastening / Bonding Material: lhotasphalt Surfacing: n/a SINGLE PLY MEMBRANE: Single PIy Manufacturer / Type: Single Ply Sheet Width: No. of Single Ply 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: " 1/2 Sheet Width: It ra FASTENER SPACING FOR BASESHEET ATTACHMENT 0 SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 2. Perimeter: "o/c @ Laps & "o/c @ Laps & 3. Comer: J "o/c @ Laps & rows rows rows "o/c "o/c " olc NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: D 2. Perimeter: 3. Comer D Insulation Fastener Type : n/a WOOD NAILER TYPE AND SIZE: n/a Wood Nailer Fastener Type and Spacing: n/a EDGE & COPING METAL SIZES: Edge Metal Material: Edge Size: —Galvanized Metal- -3" face 26 ga.— Hook Strip Size: --SELECT EDGE METAL HOOK STRIP SIZE- ._ Edge Metal Attachment: n/a Coping Material: —SELECT PARAPET WALL COPING MATERIAL-- Coping Size: —SELECT COPING METAL SIZE OR THICKNESS— Hook Strip Size: —SELECT COPING METAL HOOK STRIP SIZE— Parapet Coping Metal Attachment: n/a Section C2 MIAM1. COUNTY "Delivering Excellence Every Day" Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, 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 15 HVHZ, FBC. Gafgla.s Capsheet PLY -4 75# Parapet ' Height Mean 10' file:/ / /Cl/Documents %20and %20Settings/ sky / Desktop /rood /o20permit%20forms /Section %20C2d.htm9 /5/2007 7:18:20 AM Owner's Notification Form HVHZ 2010 MIAMFDADE "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTLHCATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofmg contractor to provide the owner with the required roofmg permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofmg system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofmg system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofmg, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contractor and/or owner should notify the occupants of adjacent units of roofmg work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofmg nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. _ . Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. . Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida- licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's /Agent's Signature: Contractor's Signature: Property Address: Date: MIAMI.DiADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Entegra Roof Tile, Inc. 1289 NE 9th Ave Okeechobee, FL. 34972 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Plantation Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA No. 10- 0804.15 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. MIAMH DECO NT( APPROVED NOA No.: 10- 1202.01 Expiration Date: 12/08/15 Approval Date: 12/30/10 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE: This renews a roofing system using Entegra "Plantation" concrete roof tile, as manufactured for Entegra Roof Tile, Inc. in Okeechobee, FL as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Applicant Dimensions Plantation Tile Length: 16'12" Width: 13" Trim Pieces 3. LIMITATIONS: 3.1 3.2 Length: varies Width: varies Thickness: varies Test Product Specifications Description Flat concrete roof tile for direct deck or TAS 112 batten nail -on. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes ridges and valley terminations Fire classification is not part of this acceptance. For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION: 4.1 Entegra Roof Tile, Inc.'s Plantation Flat Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations MIAMI•DADE COUN APPROVED NOA No.: 10- 1202.01 Expiration Date: 12/08/15 Approval Date: 12/30/10 Page 2 of 5 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (ibf) Length -I (ft) Wldth -w (ft) Plantation Tile 11.6 1.375 1.08 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Table 2: Aerodynamic Multipliers - X (ft3) 2 " :12" Tile 4 "• 12" A. (ft3) "• a, (ft3) Profile 38.1 Batten A lication Direct Deck Application Plantation Tile 6 12" 0.267 0.289 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile 2 " :12" 3 "• 12" 4 "• 12" 5 "• 12" "• Greater than Profile 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 6 12" 7 ": 12" 2 -10d Smooth or Screw Shank Nails Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 24.3 24.3 Deck 1 -10d Smooth or Screw Shank Nail (Eave Clip) Deck 19.0 Deck 2 -10d Smooth or Screw Shank Nails (Field Clip) Deck 35.5 Deck 2 -10d Smooth or Screw Shank Nails (Eave Clip) Deck Plantation Tile 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) For Nail -On Systems Tile Profile .Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Plantation Tile 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 Screw 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 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fasteners are located a minimum of 2A" from the head of tile. MIAMI DADS COUNTY APPROVED NOA No.: 10- 1202.01 Expiration Date: 12/08/15 Approval Date: 12/30/10 Page 3 of 5 Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Adhesive 31.33 2 See manufactures corn •onent a. • royal for installation re. uirements. 3 Flexible Products Company TileBond Average weights per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile PolyProTM 118.94 PolyProTM 40.4° 4 Large paddy placement of 46 grams of PolyProT"'. 5 Medium paddy placement of 24 grams of PoIyProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance See specific mortar manufacturer's Notice of Acceptance. 5. LABELING 5.1 All tiles shall bear The imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved ". 5.2 Entegra Roof Tile, Inc.'s Plantation Roof Tile bears the following markings: USA "E" USA, "E ", Entegra "E ", where the E is a stylized logo. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 7. MANUFACTURING LOCATIONS 7.1 Okeechobee, FL MIAMI•RADE COUNTY APPROVED NOA No.: 10- 1202.01 Expiration Date: 12/08/15 Approval Date: 12/30/10 Page 4 of 5 PROFILE DRAWING PLANTATION FLAT CONCRETE TILE MIAMEDADE COUNTY APPROVED END OF THIS ACCEPTANCE NOA No :: 10- 1202.01 Expiration Date: 12/08/15 Approval Date: 12 /30/10 Page 5 of 5 Ni IA DA[18. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE I603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The 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 Conventional Built-Up 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 renews and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. M ,DADEC.UNTV APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Sub - Category :. Deck Type: Maximum Design Pressure Roofing BUR Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 P duct Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral ShieldTM Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM • 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROID® Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFGLAS® #75 Dimensions 3, 5, 55 gallons 60 & 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons Test Specification ASTM D41 ASTM D 1863 ASTM 1227 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion Fbered. ASTM D -4586 Refined asphalt blended with a mineral ASTM D -3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 Product GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex PIyTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® EliminatorTM Perforated GAFGLAS f,14 Flashing GAFGLAS® STRATAVENT® EliminatorTM Nailable RUBEROID® SBS Heat- We1dTM Smooth RUBEROID Heat- We1dTM Granule RUBEROID SBS Heat- We1dTM 170 FR RUBEROID® SBS Heat- We1dTM PLUS RUBEROID® SBS Heat- Weld7M PLUS FR RUBEROID® SBS Heat- We1dTM 25 RUBEROID® Modified Base Sheet MIAMI.DADE CO APPROVED Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (3937 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) wide Test Specification ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 • ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 BUR Product • Description 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. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT®EnergyCoteTM. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with . polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet NUA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 Product RUBEROID® 20 RUBEROID® Mop Granule RUBEROID® Mop Plus (Granule) RUBEROID® MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID®170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID® ULTRACLAD® RUBEROID® Dual FR Vent Stacks (metal and plastic) Dimensions 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39,37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (I meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide Test Specification ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 .ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ASTM D 635 Product Description SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granule's. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built-up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 4 of 19 Product Leak BusterTM MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofmg Asphalt RUBEROID® MOD Asphalt, Asphalt L & Asphalt P Leak BusterTM MatrixTM 602 Leak BusterTM MatrixTM 715 LeakBusterTM MatrixTM 531 WeatherCoteTM SeamCote&M FireOutTM VersaShield° VersaShieId® FB-1S VersaShield° FB -2S TOPCOAT® FireShield° MB Leak BusterTM MatrixTM 201 SBS Flashing Cement Leak BusterTM MatrixTM 102 SBS Adhesive Leak BusterTM MatrixTM 202 SBS Flashing Cement Leak BusterTM MatrixTM 203 Plastic Roof Cement Leak BusterTM MatrixTM 103 Cold Process Adhesive MANMADE 401! UNTY APPROVED Dimensions 5 gallons 100 Ib. cartons, bulk 60 lb. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350 sq ft. roll 350sg ft. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Saecification Product Description ASTM D2824, Non- fibered aluminum pigmented, asphalt Type 1 roof coating. ASTM D312, Types I, II, III and IV proprietary ASTM D -412 ASTM D -21 -96 ASTM DI475 ASTM E -1644 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D3019 Interply mopping and surfacing asphalt. SEBS modified asphalt. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Elastomeric roofing membrane, Low VOC, fire barrier coating. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Elastomeric roofmg membrane Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Cold Applied Asphalt Adhesive. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 Product Leak BusterTM MatrixTM 303 Fibered Aluminum Roof Coating Leak BUsterTM MatrixTM 304 Non Fibered Aluminum Roof Coating Test Dimensions Specification 5 gallons ASTM D 2824 5 gallons APPROVED INSULATIONS: Product Name EnergyGuardTM RA, RN Composite A & N EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM GAFCANTTM EnergyGuardTM Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Perlite EnergyGuardTM High Density Fiberboard EnergyGuardTM Composite EnergyGuardTM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck®, Dens Deck® Prime, Dens Deck ®Dura GuardTM Structodek SecurockTM Product Description Fibered aluminum coating. ASTM D2824, Non- fibered aluminum pigmented, asphalt Type I roof coating. Table 2 Product Description' Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation. Polyisocyanurate/wood fiberboard composite Polyisocyanurate/wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board Manufacturer (With Current NOA) BMCA GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA generic generic generic G -P Gypsum Corp Knight Celotex USG Corporation NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 6 of 19 APPROVED FASTENERS: Fastener Number Product Name 1. Drill- TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofing Fastener 2. Drill-Teem ASAP 3. Drill-Teem #12 or #14 Standard screws with AccuTrac Plate 4. Drill-Teem Galvalurne Plates 5. Drill-Teem Polypropylene Plates 6. Drill-Teem AccuTrac Plate EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRT of S. Fl. TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill - TecTM Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalurne stress plates. Round polypropylene stress plates. Square Galvalume® coated steel plate. Test Identifier J.I.2B8A4.AM J.I. 3B9Q1.AM J.I. ODOA8.AM J.I.ODIA8.AM J.I.OY9QS.AM 3029832 GAF - 012 -02 -02 GAF - 020 -02 -01 02 -005 02 -014 Dimensions Various Manufacturer (With Current NOA) GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 W GAF Materials Corp. 3" and 3 %Z' GAF Materials Corp. 3" Square GAF Materials Corp. Description 4470 4470 4470 4470 -TAS 114 4470 - TAS 114 4470 - TAS 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 Date 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03.22.02 NOA No.: 07- 1219.09 Expiration Date: 11104/13 Approval Date: 03/20/08 Page7of 19 Deck Type 1: Deck Description: Wood, Non- insulated 19132" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) FireOutTM Fire Barrier Coating, Versa Shield® Non-Asphaltic Fiberglass -Based Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENTo EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- WeIdTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: 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) GAFGLASt9 Ply 4, GAFGLAS® Flex PIyTM 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" Drill -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.Spsf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID ®Mop Smooth, base sheet attached to deck with approved PA" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (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.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: See Fastening Above 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, 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 —75 psf, See General Limitation #7) One or more plies of GAFGLAS® PLY 4, #80 ULTIMA, RUBEROID® MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (Optional) One ply of GAFGLAS''' Mineral Surfaced Cap Sheet or GAFGLAS'" EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs./sq. and 300 Ibs. /sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galisq. 2. 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. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Mla • P _ _ • UNTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex sheet. 2. Minimum %a" Dens DeckTM or ' /z" Type X wood deck. PIyTM 6 when used as a mechanically fastened base or anchor gypsum board is acceptable to be installed directly over the 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 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap 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 lbf., as tested in compliance with Testing Application Standard TAS 105, If the fastener value, as field - tested, are below 275 lbf. 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 Roofing 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 with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this 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 E COUNTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 TGFU.R1306 - Roofing Systems Page 3 of 54 Base Sheet: — One ply Type G2 " GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet ". Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or' Tri-Ply® Ply 4" or " GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri- Ply® Mineral Surfaced Cap Sheet" or " GAFGLAS® EnergyCap " BUR Mineral Surfaced Cap Sheet." 6. Deck: C -15/32 Incline: 2 Insulation: — One or more layers periite, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, phenolic, 1 in. minimum (offset a minimum of 6 -in. from plywood deck joints). Base Sheet: — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Ruberoid® Torch Granule" or " Ruberoid® Torch Granule Plus" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "Ruberoid® Mop Granule" or "Ruberoid® Mop Plus Granule" or "ROOFMatchT"' SBS Modified Granular" or "Tri- Ply® SBS Modified Bitumen Membrane" or "ROOFMatch" APP Modified Granular" or "Tri- Ply® TP -4G" or "Tri- Ply® TP -4" or "Ruberoid® Dual Smooth ". Cap Sheet: - Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet "or "GAFGLAS® EnergyCap " BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 7. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers periite or wood fiber or glass fiber or pofyisocyanurate or urethane or perlite /pofyisocyanurate composite or periite /urethane composite or wood fiber /pofyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G2 or Type G3. PIy Sheet (Optional): — One or more plies Type G1. Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Ruberoid® Torch Granule" or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "Ruberoid® Mop Granule or "Ruberoid® Mop Plus Granule" or "ROOFMatch " SBS Modified Granular" or "Tri -PIy® SBS Modified Bitumen Membrane or "ROOFMatchT" APP Modified Granular or "Tri -Ply® TP -4G" or "Tri =Ply® TP -4" or "Ruberoid® Dual Smooth ". Cap Sheet: - Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tr1 -PIy® Mineral Surfaced Cap Sheet" or " GAFGLAS® EnergyCap "" BUR Mineral Surfaced Cap Sheet" fully adhered with hot rooflng asphalt. 8. Deck: NC Incline: 2 Insulation (Optional): — Perlite or glass fiber or pofyisocyanurate or wood fiber or mechanically fastened, any thickness. Base Sheet: — One or more plies Type G2, " GAFGLAS® #75 Base Sheet" or "Tri- Ply® #75 Base Sheet PIy Sheet — One or more plies Type G1 " GAFGLAS® Ply 4" or "Tri -PIy® PIy 4" or "GAFGLAS® Ply 6 ". Cap Sheet — Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tn -PIy® Mineral Surfaced Cap Sheet" or GAFGLAS® EnergyCap" BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. Surfacing: — "Fireshieid MB" applied at 21/2 to 3.0 -gal. /100 -ft2. 9. Deck: C -15/32 Incline: 1 Insulation (Optional): One or more layers periite or wood fiber or glass fiber or pofyisocyanurate or urethane or periite /pofyisocyanurate composite or periite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 " GAFGLAS® Ply 4" or "Tri- PIy® Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: - "GASFGLAS® EnergyCap" BUR Mineral Surfaced Cap Sheet ". 10. Deck: NC Incline: 1 Insulation (Optional): — One or more layers periite or wood fiber or glass fiber or polyisacyanurate or urethane or periite /pofyisocyanurate composite or perlite /urethane composite or wood fiber /pofyisocyanurate composite or phenolic, 2 -in. maximum. PIy Sheet — Two or more plies Type G1' " GAFGLAS® Ply 4" or "Tri-PIy® Ply 4" or " GAFGLAS® PIy 6 ".' Cap Sheet: — "GASFGLAS® EnergyCap" BUR Mineral Surfaced Cap Sheet ". ®. Deck: NC Incline: 2 Base Sheet — One ply Type G2 " GAFGLAS® #75 Base Sheet" or "Tri- Ply® #75 Base Sheet ": Ply Sheet: - One or more plies Type G1 " GAFGLAS® PIy 4" or "Tri- PIy® Ply 4" or " GAFGLAS® PIy 6 ". Cap Sheet: — "GASFGLAS® EnergyCapT" BUR Mineral Surfaced Cap Sheet ". 12. Deck: C -15/32 Incline: 1 Insulation: — One or more layers periite or glass fiber or pofyisocyanurate or urethane or periite /pofyisocyanurate composite or periite /urethane composite or phenolic, 1 -in. minimum (insulation joints offset a minimum of 6 -in. from, plywood deck joints). Base Sheet:— One or more plies Type G1 " GAFGLAS® Ply 4" or "Tri-Ply® Ply 4 "'or " GAFGLAS® Piy 6" or Type G2 " GAFGLAS® #75 Base Sheet" or "Tri -PIy® #75 Base Sheet" or Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet". Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Ruberoid® Torch Granule" or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "Ruberoid® Mop Granule or "Ruberoid® Mop Plus Granule" or "ROOFMatch" SBS Modified Granular" or "Tri -PIy SBS Modified' Bitumen Membrane" or "ROOFMatch" APP Modified Granular" or'Tri- PIy® TP -4G" or "Tri- PIy® TP -4" or "Ruberoid® Dual Smooth." Cap Sheet: — "GASFGLAS® EnergyCap" BUR Mineral Surfaced Cap Sheet ". http :// database. ul. com /egi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =... 11/30/2011 OMCMEWff- JUN 0 6 2CO2 j BY:--- ------------- Q -lo DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144 -1000 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 /Dera 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 PERA - 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. PERA 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: 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company 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 2- Component Foam Roof Tile Adhesive 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 Test Product Description Specifications N/A TAS 101 Two component polyurethane foam adhesive 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 ProPack114 30 & 100 N/A N/A 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 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft 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% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 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. EVIDENCE SUBMITTED: Test Agency, Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB- 589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name/Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. BFI W F'— MS NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 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. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: Al13MTM 2- Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nall through plastic cement Underlayment Nall through plastic cement °I'lli'11144%441•X N* • Eave Cease jes 1 � Undedayment 1 Paddy (Beneath Tile) 10 In: Eave course only: Keep adhesive approx. 41n. up from weepholas Fascia Weephole Eave closure Ddp edge 1) Place enough adhesive to achieve 17 to 23 Optional2x4's for square inches In contact with the pan tile steep pitch applications 2) Turn covers upside down. Place adhesive 112 ` To 1 in. From outside edge of cover tile. Then install the Ole. ► ,� . Nall through plastic cement Underlayment 1 Eave course only: Keep adhesive approx.4 hn. up from weepholes Rem top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure save end of pan and cover tiles are flush at eave line. Eave closure (mortar shown) Weephole Fascia Bo Sheathing Optional Point -up Mortar on longitudinal edges of tile NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Nail through plastic cement 7 in Underlayment 1 Paddy (Beneath file) ,e4 In. 019: Eave Course Paddy (Beneath Tile) Undedayment 7 In. Eave Closure Eave Course Fascia Fascia Weephole Eave closure Drip edge NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy (between tile) Paddy (under tile) x 3 in. Single paddy on under- layrnent Single paddy under tile Single paddy on top of tile 01* • #,Eave course I. X 7 In. medium size paddy eave Fascia course only Nall through plastic cement Underiayment 1 Single paddy on under- layment Single paddy under the Single paddy between tile 21n. x 71n. medium size paddy cave course only x 3 In. 41n. Single paddy on top of tile Eave Course Fasda Weephole Eave closure Drip edge Nail through plastic cement Single paddy under tile Single paddy between tile (:)■>, 3 in. x 3 in. Single paddy on underlayment Single paddy on top of tile Eave Course Eave Closure 2 in. x 71n. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7