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RF-12-1488
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 177020 Permit Number: RF -8 -12 -1488 Scheduled Inspection Date: November 01, 2012 Inspector: Rodriguez, Jorge Owner: OHARRIZ, VICTOR & ELIZABETH Job Address: 276 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PAUL KAWALEK ROOFING CO. Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1121360130460 Phone: (305)754 -0191 Building Department Comments RE ROOF TILE & FLAT ROOF Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 01, 2012 For Inspections please call: (305)762 -4949 Page 2 of 15 V 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: Permit Number: l' 8• 17- :4 8 i Approximate Roof Height: I feet Type of Access to Roof: ✓ Ladder OtherRequired Testing Force: 35 lbs. Date Installed: —t • 1 d • ( SITE SPECIFIC INFORMATION % tG "re re- (4-14P- 24 Z Type of Tile: M t) *- -4.' ero - FoA4t► -► -- Slope: 3 { 12 Approximate Square Footage: 2, 4 e to Testing Equipment: F.G.E. 100x Shimpo Instrument Date of Inspection: a •7,1-• 1 Z. 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 6 21 P. .• 41 ? 61 81 2 - 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 / 40 60 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ft Area Units or ft2 No. of Tests Perimeter 9 0 14 Field j VD 1 Corners sva 1 i Hips & Ridges L. (, 0 RESPECTFULLY SUBMITTED BY: Vinayagar M. Balakrishnan V State of Florida Lic # 63107 FUMIIIIMMERIMONALENSINEEINGSISTINGLALILC cAiltd Ole514 *4 +4, t3 o k.it( •5tke.42,c1. 44.001,-1e rgitny F toe, amastReof 111101111111111111111111111111111.11111111M111111111MIIMMISealleall 11111111111111111111111111111111i11111111111111111111111111111111111111111111 1111111.111111111111§11111111111111111111111111UMME11111111i111111 11.111111111111112111111111111111111111111115.111111111111111.1111120/1111111M1 11111111111111111111111111111111111.11111111MffineliallaUSINNIMISINE 11111,111111111MinguniiiiiiiiiiiiiiiiininSit11111111111111111N111111 111111111•111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111101111111111 1111..1111111111/1111111111115111111111111.1111111121111-1111101111111111111111111111111111111.1111111111111. aliammananamarimasasiumnamitaanuanatamina aimminuasamagnasaissausamasasuanamaRama 1/1111111111111111111111111-1111111-111111111NNIMIRINUNIIIRSIMIN 11111111111111111111111111111111111111111111111111111111111111111111111611111111111111111 111111.1111111111111111110•111111111111MinnailiEneinialiMMININIM 11111111111111111111111auffiltsmaassanemeasmansuansamma 1111111111111111111111111.1111111MIRIBMINIUMMIIIIM1111111111111111111111111 11111111111111111111111111111111111trala mil 'aim asimussaaanuasistaiinittilliiiidociacisaaiiim 1111111111111111111111111111111111WIVAMISIMPRIMIEMMIENNEUM 11111M1111111111112*annit.zorINIIIIIIIX AU $!1$U1111* sive ilitimm4,...agiErIgr.4_:tihiiirrianit 1111111111111111111111/111111111MIWZMWS EIS aninamlermesiduan !MINE UMW 1111111111111MIRRIEN1M mum assammininamainive.21111111111rialfallg IIIPAV-J1111111111111111 111111111111111111111111111111111111111111111111/11/1111111111KailidlialliFAIMIS 111111111111111111111illaimminassiimairaiiiiincnimana /111111111111111MNIMISSILIMIZINSIB1IM)v 211W II I NUR' 1111•11111111111111111111111111111111111111111111151111111111116 masassimanaM1111111111111111111111191111111NNIMPHIMMISIMME minaleiramt UMW fi Willi MIME& 111111111111111111.11111111111111111111111MONAIRMINISHMINIMIN 1111111111111111.1111111111111111111111111111112111B1111111111111111111111111111 MUM 1111011111111115111111.111111111111111111111111111111111111111111111111111111111 INN 11111111111111111MBEIMISISIMINIMIKIMURAIMUMMERMILMIN 111111.11111111111111111011111111111111111111MMONIMINIMUNIMINIM I SIAM /1111 RUM 1111111111111 atairlannallailin RE: Permit # RF gg Pawl Ko,tuaie�( Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: INSPECTION AFFIDAVIT (Print name and drde License Type) License it: D6asO0Oorf On or about 9) 115 I 1 a 11.30 licensed as a FS 468 Building Inspector Engineer / Architect, I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at a% WE 10 S't's" " (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) 46u,04.61A,upie, Signature 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. Swom to and subscribed before me this 94- Notary Public, Sate of Florida at Large �,,,,,, CLAUDIA V. CUBILLOS `�4Y pV. " a <<�: Notary Public - State of Florida • ,•i; •E My Comm. Expires Sep 23.2015 ec Commission # EE 128810 ;,g 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 if and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 NOTICE OF COMMENCEMENT 1111111111111111111111 11111111111111111111111 A RECORDED COPY MUST BE POSTED ON THE JOB Si'rJ 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 information is provided in this Notice of Commencement. CFH 2012R0565360 OR Mt 28225 Ps 03321 (1es) RECORDED 08/10/2012 13°55:10 HARVEY RUVIN, CLERK OF COURT I11A1I -DARE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street/address: '7 & N I0641\6+ M i u.w► i Shores FL- 33I3 S 2. Description of improvement: ike,--rPCre 3. Owner(s) name and address: Ell z A h 10i-Farr I z 62 rl b !VS 1 05-111- 54- - Wl, 6hores 1 PL Interest in property: Pi iai\ € Name and address of fee simple titleholder. 4. Contractor's name and address: Pi*R c v &l e i.( 19 LI Li3 36 � f 6 Lr1+11 CSI- M►r, r r, FL-33W -05 -7524— Cif 1 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons with the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section' 713.13(1)(a)7., Florida Statutes. Nance and address: 8. In addition to h mseh Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 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) J, Sfgnature ofbwner /4 Print Owner's Name aZGrh t% /17 S, (/� ?l..l ri% Z Prepared by V w'i't' K&, ,Ie Sworn to and subscrib before me Notary Public Print Notary's Name My commission expires: (seal) STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that this Is a true copy of the lrligineti filed In this office on_. day of , A.D. 20 N SS my hand and Official Seat HANVE R N, CLERK, of aivufl a d Cou C,ouris 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 APPLICATION FBC 20 Permit Type: PLUMBING 3 -9a v'✓ AU o: 2012 R Permit No. gig— I L Master Permit No. OWNER: Name (Fee Simple Titleholder): GI l .b�7h oh l'") Z Phone#: �1� b Llaa 31i7© Address: ' 1 b WE Iv S+ City: M, Shores Tenant/Lessee Name:. Email: State: FL. Zip: Phone #: 33)3e JOB ADDRESS: 1R6 WE iv.+'`3i- City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: ' A,1�.) e* R 00c) no Address: 1 914143 S i w, -1 6+ City: M1 ravwA `'State: Qualifier Name: POd O ) o. Ivv)A 1 e R State Certification or Registration #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone#: 3050514-01q/ Value of Work for this Permit: $ 1 b1 000 Type of Work: ❑Address ❑Alteration Description of Work: —retikr0 i e / fflt MO h er co v►t re'+e. co I or * rou9 �h d �l a+ rot)-F .sy3 em, Squar �LL ❑New T1 le tur► 'Heat Nita Zip: 33oa 9 Phone #: pp mpetency #: %BS co b817 Phone #: of Work: 3acO /Replace ❑Demor__lition T o I -ep)a; v0l Y1 a he'' ile_ ro .5y im ******* * * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** es************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL }EE NOW DUE $ ?/ OZ' LQ 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 FT.F.CTRICAL 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. r Agent The foregoing instrument was acknowled day of a , 20 f., by who is person 1y known to me or who h As identification Signature \ -.4P a 1444, Contractor gi 55±The for -,_oing i 1, ment natlackn o me this ire dam ta, • , 20 by who . 1 kno me or who has produced an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: -eve My Commission Expires: APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTARY UBLIC: Sign: Print: My Commission Exp • 1 fah' a 9 pub Notary Public - State of oridd15 � " .a, y 0 . Commission # EE 128810 7;° ,., Bonded Through National Notary Assn. Zoning Clerk Miami Shores Viiiage 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: 713D) �a1 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Eli Z01/4.19 ci+\ O h a r-ri Z Property Address: a1--t 6 Ng 105-41N+ , Roofing Permit Number: Dear Building Official: I d E://2-e/ &A 6. CheirriZ certify that I am not required to retrofit the roof to wall connections of my building because: 1The just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature E //?G/L'Q -A 6 . OA('ril z_ 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 3 / day of `u Notary Public, Sate of Florida at Larg • When the just valuation of the structure for purpose of SFBC. Then you must provide a building application from a Gene r, : tion is equ . \. or more than $300,000.00, and the b torem Revised on 5/21/2009 Contractor for the Roof to Wall connection Hurricane Mitigation. EVENS B. WAGNAC *Comm. D - State of Flwtda Expires Sep 27, 2013 Commission # OD 925375 Property Information: Folio 11- 2136-013-0460 Property Address 276 NE 105 ST Owner Name(s) VICTOR M OHARRIZ &W ELIZABETH Mailing Address 276 NE 105 ST MIAMI SHORES FL 33138 -2020 Primary Zone 1000 SINGLE FAMILY RESIDENCE Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths/Half 2/2/0 Floors 1 Living Units 1 Adj. Sq. Footage 2,110 Lot Size 9,225 SQ FT Year Built 1951 Legal Description MIAMI SHORES SEC 5 PB 10-47 LOT 3& W1/2 OF LOT BLK 120 LOT SIZE 75.000 X 123 COC 24949.4498 09 2006 1 OR 24949-4498 0906 00 Assessment Information: Current Previous Year 2011 2010 Land Value $83,801 $83,801 Building Value $203,517 $204,591 Market Value $287,318 $288,392 Assessed Value $287,318 $288,392 Exemption Information: Current Previous Year 2011 2010 Homestead $25,000 $25,000 2nd Homestead $25,000 $25,000 Senior 00 00 Veteran Disability $0 $0 Civilian Disability $0 $0 Widower) $0 00 Disclaimer. MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Honorable Pedro J. Garcia Properly Appraiser Aerial Photography 2010 Taxable Value Information: Current Previous Year 2011 2010 Exemption/Taxable ExempfionlTaxable County $50,000 / $237,318 $50,000 / $238,392 School Board $25,000 / $262,318 $25,000 / $263,392 City $50,000 / $237,318 $50,000 / $238,392 Regional $50,000 / $237,318 $50,000 / $238,392 Sale Information: Date Amount Recording Qualification Code Book -Page 9/2006 $683,500 24949-4498 Sales which are qualified 12/ 2004 $477,500 22928-0507 Sales which are qualified 10/2002 $284,000 20757 -3088 Sales which are qualified 911994 $124,000 16534 -2474 Sales which are qualified 12/1983 $82,500 12016 -2340 Sales which are qualified 12/1980 085,000 10971-2763 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property Information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, Its use, or Its interpretation. Although this web:Me is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies In the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any Information provided herein. See Miami -Dade County full disclaimer and User Agreement at httpl/ www. miamidade .govfnfo/disclaimer.asp. Property Information Inquiries, comments, and suggestions email: pawebmall ®miamidade.gov GIS Inquiries, comments, and suggestions email: gis@miamidade.gov Generated on: Tuesday, July 31, 2012 Property Viewer http://gisweb.miamidade.gov/PropertySearch/ 1 of 2 MIAMI-DADE COUNTY OFFICE OP THE f,-"-.• pEDRc f,,,aj;c1A, pRC7PERTY 4.7,761SER Property Appraiser Home Exemptions/Other Benefits Real-Estate Tangible Personal Properly Public Records Online Tools About Us 7/31/2012 8:56 AM ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 201 High - Velocity Hurricane Zone Uniform Permit Application Form. RECEIVED AUG 062012 Section A (General Information) Master Permit No. Process No.4- Contractor's Name <c 1,11 Akt d „ o o- i Job Address a' H N E ROOF CATEGORY iLow Slope CI Mechanically Fastened Tile ®MortarlAdh ❑ Asphaltic O Metal Panel/Shingles 0 Wood Shin Shingles 0 Prescriptive BUR -RAS 150 ROOF TYPE Reroofing 0 Recover hug 0 Repair Low ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) RLj 00 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include •dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 13 t w 0 w w J w U 0 0 w G r0 FLORIDA BUILDING 606E -- MALMO - HIGH - VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Veiodty Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fastener Spacing for Anchor/Base Sheet Attachment 11 Field: -I • oc @ Lap, # Rows cx " Qc Perimeter. b " oc @ Lap, # Rows [ oc Comer. ° oc @ Lap, # Rows @ ©° oc Fill in Specific Roof Assembly Components and Identify Manufacturer (if a component is not used, fyidentif °N identify as A ) System Manufacturer. C A- 1� NOA No U"1 — oo�ags 0 Design Wind Pressures, From RAS 128 or Calculations: �a $ nni Number of Fasteners Per Insulation P1: r P2: q v/ P3: 10 C 0 Board Max. Design Pressure, From this_ Specific NOA System: ..�,Ii Deck:Type: I t V-70 w017 ti 5,2411 t Slope: V$ : Anchor/Base Sheet & No. of Ply(s): 1 p ly bA. 1 Gauge/Thickness: PAFITZnerrigelWriajczy.6 Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet FastenerBonding Material: Ply Sheet(s) & No. of Piy(s): Ply Sheet Fastener/Bonding Material: Top Ply 1 D I S Bonging pfv. Mahal: Surfadng: Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodbloddng, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base. Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean .Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. 170 FA &1kF tv►o di ,Fie d. mi htral cup 3 i3ga1y base. Ghee* FT. IrFT Parapet Heiaht 10l 11.$ v— Zoirrk'wooa A Mean Roof Height 1 HIGH VELOCITY HURRICANE ZONE 1 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Penult Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: Product Approval Number: 1a," Os O Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 3q +/ P2: 6S Ad P3: 10 0 d Maximum Design Pressure Product Approval Specific System: 3 fit ri - Method of tile attachment - ) 3M' -2- -"lviptn eh-kr-vain ., _ (kikens i vt /kI# -1 &d Roof Slope: 3 : 12 Steep Sloped Roof System Description Deck Type: jib V-3 j - wood ype Underlayment: Insulation: Fire Bawler: Ridge Ventilation? W1�C Iv1Pt- Fastener Type & Spacing: dhesive Type: ype Cap Sheet: Mean Roof Height: 1 oof Covering: m o n y ei- BAr-cv Iona F9 D© color-lhromh -}-t ie I Type & Size Drip iDr IS 6014 DMA-4f dge: 33a1'/ Florida Building Code Edition 2010 High Velodty Hurricane Zone Uniform Penult Application Form. l HIGH- VELOCITY HURRICANE ZONES Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M, with the values from M,. 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. L� Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: 311,1 ,1 x 1, 13 ffi 33 Ali i 1 =Mr, h1 t ls Product Approval Mr 3'8%7 (P3: b a z a. 131'i = - Mr ► ° Mr Product Approval Mr (P3: OM 1 X l , 2 i3 ="3.1151)- Product Approval Mr 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 Roof Slope 4, .15' 20' 25' 30' 40' 2:12 34.4 38.5 38.2 39.7 42.2 3:12 32.2 34. 38.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.8 32.8 34.9 8:12 28.4 28.0 29.4 30.5 32.4 7:12 24.4 28.9 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' pith 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" (P,: xl: = x w: )- WX COS B :_=F,1: (P2: x 1: Q x w: - ) - V!': _ x cos 8: _ = Fn: (P3 :_,Xl :_ =_. w:__J- W:__S COS &_= Fri: Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an eng1ut Bring analysis prepmedby PE based on ASCE 7 Mean Roof Height 11 Job Site Roof Slope 6 Job Site Aerodynamic Multiplier 3, • Product Amend Restoring Moment due to Gravity M, Product Approval Attachment Resistance Mr Product Appmval Required Moment Resistance M, Calculated Minimum Attadhment Resistance F Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions 1= length vrra width Product Approval All calculations must be submitted to the Building Official oat the time ofnrntii application. x 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. i� 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 removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (Le., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 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 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. r Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeterledge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. __� Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. 7 '' ,��� a [ DD , ' i! ,�( V t e. Agent's Signature ate Revised on 7/9/2009 LD Contractor Signature Date 14 !AMIDE COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 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.gov/nera 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: Barcelona 900 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 renews and revises NOA #07- 0220.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIA MI DADE COUNT( APPROVED NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Cateaorv:, Roofing Sub- Cateaorv: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. 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.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Barcelona 900 Trim Pieces 1= 17" TAS 112 High profile, interlocking, one - piece, 'S' w = 13" shaped, high - pressure extruded concrete roof ' /Z" thick tile equipped with three nail holes. For direct deck or battened nail -on, mechanically fastened, mortar set or adhesive set applications. TAS -112 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. • Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies MIAMIOADE COUNTY APPROVED Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II P0402 Letter Dated Aug. 1, 1994 Test Name /Report Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108(Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Date Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 7 Redland Technologies P0631 -01 Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers MIAMI -DADE COUNTY APPROVED IC- 1320 -94 25- 7688 -3 25- 7688 -10 25- 7688 -5 25- 7688 -4 520111-3 520191 -2 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation . Calculations Evaluation Calculations 122 Wind Tunnel Testing TAS 108 (Mortar Set) Physical Properties TAS 112 TAS 101 (Adhesive Set) TAS 101 (Mortar Set) Static Uplift Testing TAS 102 (3" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS 102 (4" Headlap, Nails, Clips) Static Uplift Testing TAS 101 Aerodynamic Multiplier Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Restoring Moments Due to Gravity TAS 112 July 1994 Feb. 1995 June 1996 July 1996 June 1996 June 1996 Dec. 1998 March 1999 March 1999 April 1999 March 1995 February 1996 April 1996 December 1996 February 2007 January 2007 NOA No;: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3of7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 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 underlayments 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 the applicable Building Code. 4. INSTALLATION 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Barcelona 900 11.5. 1.417 1.08 Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile Table 2: Aerodynamic Multipliers - X (ft3) 3 ":12" Tile 5 ":12" X (ft3) X (ft3) Barcelona 900 Profile Direct Deck Batten Application Direct Deck Application Barcelona 900 Direct Deck Battens 0.289 0.313 Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Barcelona 900 Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7.78 6.79 7.61 6.61 7.40 MIAMI•DADE COUNTY APPROVED NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 . #8 Screw 20.7 20.7 18.1 2 . #8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 Adhesive 29.32 1 See manufactures component approval for installation requirements, . 2 Dow Chemical TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Single Patty Adhesive Set Systems Tile • Profile Tile Application Minimum Attachment Resistance Barcelona 900 Polyfoam PolyProTM 66.5' Polyfoam PolyProTM 38.r _ 3 Large paddy placement of 63grams of PolyProTM'. 4 Medium paddy placement of 24grams of PolyProM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Barcelona 900 Mortar Set' 24.5' 5. Tile -Tite Roof Tile Mortar NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved ". LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI-DADE COUNTY APPROVED NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 7 PROFILE DRAWING NAIL HOLES BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE MIAMI DADE COUNTY APPROVED NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 7 MIAMWADE 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 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. APPROVED! ... 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: Roofmg 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 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 ProPack® 30 & 100 N/A N/A N/A Test Specifications TAS 101 Product Description 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 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.JFt2 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 SUBNIITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -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. 3Mrm 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 3MT' 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. 1— F F'- 12� MS -W 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 RTF1000 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 tinier 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: All 3MTM 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 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 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 Under bruit Single paddy under tib Single paddy between te 21n. x7In. :nation sine paddy eave course only 31n. x 3 In. 4 in. Single -yon under. Shite PaddY on top of tHe Ea Fasda Weeltde Eave dosum DO edge END OF THIS ACCEPTANCE MIAMI-DADE COUNTY APPROVED NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 MIA M kQ MIAM1 -DARE 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 RUBEROID® 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 Category: Sub- Category: Material: Deck Tyne:, Maximum Design Pressure TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak Buster"' Matrix"' 307 Premium Asphalt Primer GAF Mineral Shield® Granules Leak BusterT' I5frjTM 305 Fibered Asphalt Emulsion Leak BusterTM Matrix"' 303 Premium Fibered Aluminum Roof Coaxing LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterT' Matrix"' 306 LeakBnsterTM Matrix"' 204 Wet/Dry Roof Cement GAFGLAS® #75 Base Sheet GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex P1yT' 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet Dimensions 5, 55 gallons 60 lb. Bags 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 3937" (1 meter) Wide 3937" (1 meter) Wide 39.37" (1 meter) Wide 3937" (1 meter) Wide 39,37" (1 meter) Wide Test Specification ASTM D41 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM D1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D3019 AST' D3409 ASTM D4586 ASTM D3409 ASTM D4601 ASTM D4601 ASTM D2178 ASTM D2178 ASTM D3909 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 Product GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM BUR Mineral Surface Cap Sheet GAFGLAS® STRATAVENT® EliminatorTM Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator" Perforated Nailable RUBEROID® SBS Heat -Weld" Smooth RUBEROID® SBS Heat -Weld" Granule Roof Match"( SBS Mop Granule RUBEROID® SBS Heat -Weld" 170 FR RUBEROID® SBS Heat- WeldT"i PLUS RUBEROID® SBS Heat - Weld""' PLUS FR RUBEROID® EnergyCap SBS Heat- We1dTA( PLUS FR RUBEROID® Modified Base Sheet RUBEROID® SBS Heat -We1dh 25 (APPROVED Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) wide 3937" (1 meter) Wide various Test Specification ASTM D3909 ASTM D3909 EnergystarTM Title 24 Compliant ASTM D3672 ASTM D4897 39.37" (1 meter) ASTM D3672 Wide ASTM D4897 1 meter (3937 ") wide 1 meter (3937 ") wide 107 sq. ft. (9.9 m2) 1 meter (3937") wide 1 meter (3937 ") wide 1 meter (3937 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 1 meter (39.37 ") wide ASTM D6164 ASTM D6164 ASTM D6222 ASTM D5147 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D4601, Type II, UL Type G2 BUR ASTM D6164 Product Description Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT° EnergyCoteT•. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied EnergyCoteTm Fiberglass base sheet 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 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 polymer modified asphalt and surfaced with colored 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. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Premium glass fiber reinforced SBS - modified base sheet Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 3 of 31 Product RUBEROID® Mop Granule RUBEROID® MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® Energy Cap Torch Granule FR Roof Matchm APP Torch Granule RUBEROID ® TORCH PLUS RUBEROID® TORCH FR RUBEROID® 170FR TORCH RUBEROID® EnergyCap SBS Heat Weld Plus FR RUBEROID® 20 RUBEROID® 30 Dimensions 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37" (1 meter) Wide 3937" (1 meter) Wide 39.37" (1 meter) Wide 3937" (1 meter) Wide 3937" (1 meter) Wide 1 meter (3937') wide 107 sq. ft. (9.9 m2) 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Product Snecification Description ASTM D6222 Non -woven polyester mat coated with ASTM D5147 polymer modified asphalt and surfaced with mineral granules. ASTM D6298 Non -woven polyester mat coated with ASTM D5147 polymer - modified asphalt and smooth surfaced. ASTM D6164 Non -woven polyester mat coated with ASTM D5147 polymer modified asphalt and surfaced with mineral granules. ASTM D6164 Non -Woven polyester mat coated with fire ASTM D5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM D6164 Non -Woven polyester mat coated with fire ASTM D5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM D6222 Heavy duty, polyester reinforced, asphalt ASTM D5147 modified bitumen membrane, smooth surface. ASTM D6222 Heavy duty, polyester reinforced, asphalt ASTM D5147 modified bitumen membrane, granule surface. ASTM D6222 A fiberglass mat reinforced, SBS modified ASTM D5147 bitumen cap membrane. ASTM D6222 Non -woven polyester mat coated with ASTM D5147 polymer modified asphalt and surfaced with colored mineral granules. ASTM D6222 Heavy duty, polyester reinforced, asphalt ASTM D5147 modified bitumen membrane, granule surface ASTM D6222 Heavy duty, polyester reinforced, coated ASTM D5147 with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D6222 Heavy duty, polyester reinforced, coated ASTM D5147 with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D6163 A fiberglass mat reinforced, SBS modified ASTM D5147 bitumen cap membrane. ASTM D6163 SBS modified asphalt base sheet reinforce ASTM D5147 with a glass fiber mat. ASTM D6163 Non woven fiberglass mat coated with ASTM D5147 polymer modified asphalt and surfaced with mineral granules. NOA No.: 09 -0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 4 of 31 Product RUBEROID®30 FR RUBEROID® EnergyCap SBS 30FR ' RUBERO1® ULTRACLAD® SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Built -Up Roofing Asphalt RUBEROID® MOD Asphalt Asphalt L & Asphalt P TOPCOAT® Surface Seal SB LEAK BUSTERTM MatrixTM 715 MB Elastomeric Roofing Membrane EnergyCoteTM Coating VersaShield® TOPCOAT® FireShield® MB Leak BusterTM MatrifM 531 WeatherCoteTM Elastomeric Flashing Grade LeakBusterTM MaxrixTM 201 Premium SBS Flashing Leak Busterm MalrixTM 102 SBS Adhesive Label Dimensions 39.37" (1 meter) Wide 1 meter (39.37") wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 100 lb. cartons, bulk 601b. kegs 5 gallons 5 gallons 2, 5 gallons 350 sq. ft roll 5, 55 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D6298 ASTM D5147 ASTM D6163 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D5147 TAS 100(A) ASTM D1929 ASTM D635 ASTM D312, Types I, II, ID and IV ASTM D3412 ASTM D21 ASTM D1475 ASTM E1644 ASTM D6083 ASTM -D226 4869 Type I, II ASTM D412 ASTM D21 ASTM 1475 ASTM E1644 ASTM D3019 ASTM D3019 Product Description Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Woven fiberglass mat coated with Polymer modified asphalt 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. 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. Highly reflective elastomeric coating Non - Asphaltic Fiberglass -Based Underlayment Elastomeric roofing membrane Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 5 of 31 Product Leak Buster"' Matrix"'" 202 SBS Flashing Cement Label Leak Buster"' MatrixTM 203 Plastic Roof Cement Label Leak Buster"' Matrix"' 103 Cold Process Adhesive Label LeakBusteirm Matrix"' 304 Non - Fibered Aluminum Roof Leak Buster"' MatrixT1' 602 MB Xtra Elastomeric Roofmg Membrane TOPCOAT® MB Plus Test Dimensions Specification 5 gallons ASTM D4586 5 gallons ASTM D4586 5 gallons ASTM D3019 5 gallons ASTM D2824, Type I 5 gallons ASTM D412 ASTM B117 ASTM C794 ASTM G21 FTMS 141.6271 ASTM D2196 ASTM D1475 ASTM E1644 5, 55 gallons ASTM D412, ASTM D21, ASTM D1475 ASTM E1644 Product Description Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Cold Applied Asphalt Adhesive. Non - fibered. Aluminum pigmented, asphalt roof coating. Surface coating for smooth surfaced and mineral surfaced roofs. Water - based, low VOC, sprayable polymeric liquid, which cures to form a seamless rubber membrane. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 6 of 31 APPROVED INSULATIONS: Product Name EnergyGuardT"' Fiberboard EnergyGuardTm Permalite EnergyGuardTm Strip EnergyGuardTm Recover Board EnergyGuardTm Tapered Edge Strip EnergyGuardT"' Polylso EnergyGuardna RA, RN EnergyGuardTM Composite, RA DensDeck® DensDeck Prime® DensDeck DuraGuardT1e Structodek® Structodek® TD SecurockTm APPROVED FASTENERS: Fastener Product Number Name 1. Drill -TecTm #12 Standard, #14 and #15 extra Heavy Duty Fastener, Heavy Duty Roofing Fastener 2. Drill- TecT"' ASAP 3. Drill- Teen"' CR Base Sheet Fastener and Plate Table 2 Product Description Fiberboard insulation Perlite insulation board Cut perlite board Perlite recover board Tapered perlite board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /wood fiberboard or perlite composite Water resistant gypsum board Water resistant gypsum board Water resistant gypsum board Wood fiber insulation board Flame Resistant High Density Wood Fiber board. Fiber reinforced roof board TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill -TecTM Various Fasteners and metal and plastic plates. Base sheet fastening Various assembly. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. G -P Gypsum Corp. G -P Gypsum Corp. G -P Gypsum Corp Knight Celotex Knight - Celotex USG Corporation Manufacturer Dimensions (With Current NOA) Various GAF Materials Corp. 4. Drill -TecTm Galvalume Round Galvalume stress Plates plates. 5. Drill-TecTM Polypropylene Round polypropylene Plates stress plates. 6. Drill- TecT"' AccuTrac Square Galvalume® coated steel plate. Plate 3 " and 3' /:" GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 'A" GAF Materials Corp. 3" Square OMG NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page7of 31 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Underwriters Laboratories Test Identifier Description Date 3029832 4470 - TAS 114 05/11/07 3010215 4470 - TAS 114 03/01/01 3001276 4470 - TAS 114 01/28/99 1B9A8.AM 4470 - TAS 114 09/04/97 3D4Q2.AM 4470 - TAS 114 04/30/97 OD1A8.AM 4470 - TAS 114 04/01/98 TGFU.R19254 UL 790 10/27/06 Trinity Engineering 4483.04 97 -1 TAS 114 06/06/97 PRI Asphalt Technologies, Inc. GAF- 020-02 -01 ASTM D 249 02/01/02 ASTM D 4977 IRT -ARCON Inc. Trinity ERD 02 -005 TAS 114 03/01/02 02 -014 TAS 114 04/08/02 01 -039 TAS 114 03/01/02 G6850.08.08 ASTM D6164 08/29/08 G6850.08.08 ASTM D6163 08/01/08 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 11/05/08 NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 8 of 31 Membrane Type: SBS /SBS Cold Applied Deck Type 1: Wood, .Non - insulated Deck Description: "in" or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ®Non Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMA TM Base Sheet, STRATAVENT® Eliminator"' Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® SBS Heat We1dTM Smooth or RUBEROID® SBS Heat WeIdTM 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4, GAFGLAS® Flex PlyTM 6, GAFGLAS® #75 Base Sheet or any Options: 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 #77 GAFGLAS® Ply 4, GAFGLAS® Flex PlyTM 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 #77 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. aximum 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 50 psf, See General Limitation #77 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. (Maadmum Design Pressure —60 psf See General Limitation #i7 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 -Tec"M #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) 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 Match"' 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. Or, One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop Granule, Roof Match"' SBS Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID®20, RUBEROID® 30, RUBEROID® Energ�+Cap SBS 30 FR, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID ULTRACLAD® SBS in Leak Buster"' 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: 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak Buster"' Matrix"' 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 Buster"' MatrixTM303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. Leak Buster"' MalrixTM 715, Leak Buster"' Matrix"' 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. Leak BusterTM Matrix"' 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® 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 gal./sq Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Surfacing: 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 Membrane Type: Deck Type 1: Deck Description: System Type E(2): APP /SBS Heat Weld Wood, Non - insulated 19/32" or greater plywood or wood plank decks Base sheet mechanically fastened. 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 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat- We1dTM Smooth or RUBEROID® SBS Heat -Weld 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 PlyTM 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 Limon #ZJ 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 29 of 31 GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecT' #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) Ply Sheet: (Optional except over RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat- We1dTM Smooth or RUBEROID® SBS Heat Weld"') One or more plies GAFGLAS® PLY 4 or GAFGLAS® Flex PIyTM 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs.sq. or RUBEROID® Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of RUBEROID® Torch Smooth, RUBEROID® Torch Granule, Roof Match"' APP Torch Granule, RUBEROID® EnergyCapTM Torch Granule FR, RUBEROID® Torch Plus Granule, RUBEROID® EnergyCapTM Torch Plus FR, or RUBEROID® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat- We1dT' PLUS, RUBEROID® SBS Heat- We1dTM PLUS FR, RUBEROID® SBS Heat We1dTM 170 FR, RUBEROID® EnergyCapTM SBS Heat Weld"M Plus FR, RUBEROID® SBS Heat - Weld"', RUBEROID® SBS Heat- WeldTM Smooth, RUBEROID® ULTRACLAD® SBS and RUBEROID® SBS Heat- We1dTM 25 applied according to manufacturer's application instructions. Surfacing: (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 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galJsq. 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 Buster"' Matrix"' 303 Premium Fibered Aluminum Roof Coating, at 1.5 galJsq. 4. Leak Buster"' MatrixTM 715, Leak Buster"' Matrix"' 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak Buster"' Matrix"' 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote ®roof coating applied at 1 to 1.5 galJsq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofmg Membrane applied at Ito 1.5 galJsq 7. 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 30 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply's 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/" Dens Deck or W' 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 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one 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 Ibs./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 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered 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 to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this 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 J1. 11.1'1 avv - Jr‘uutitus uyaMUM r age 1 vi a ■ Class A - Fully Adhered 1. Decic NC Incline: 1/2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Base Sheet (Optional): — One or more piles Type 61 or Type G2 or Type G3. Membrane: — One or more plies "Ruberold® Torch c, ° (Smooth or Granule) or °Ruberold® Torch Granule PIUS" or "Ruberoid® Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule° (granule). Surfacing: — Gravel, 400 -Ibs /100 -ft2, loose lard or applied In a flood coat of hot roofing asphalt. 2. Decic NC Incline: 1/2 Base Sheet (Optional): — One or more plies Type 61 or Type G2 or Type G3. Membrane: — One or more plies "Ruberold® Torch° (Smooth or Granule) or "Ruberold® Torch Granule Plus° or "Ruberold® Mop° (Smooth or Granule) or "Ruberold® Mop Pius Granule ". Coating: — "Karnak No. 97" applied at 11 to 3 -gal. /100 -ft2. 3. Deck: NC Incline: 1/4 Insulation (Optional): — One or more layers perilte, wood fiber, glass fiber, any thickness. Base Sheet (Optlonai): — One or more piles Type 61 or Type G2 or Type G3. Membranes — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop Granule" or "Ruberold® Mop Plus Granule °. Coating: — "Karnak No. 97" applied at 1sh to 3-ga1 /100 -ft2. 4. Deck: C -15/32 Indine: 1/2 Insulation: — One or more layers perlite, glass fiber, polylsocyanurate, urethane, periite /polylsocyanurate composite, perlite /urethane composite, phenolic, 116 -In. minimum thickness (butt joints staggered a minimum of 6 -in. form plywood deck butt joints). Base Sheet: — One or more piles Type G2 or Type G3. Ply Sheet (Optional): — One or more piles Type G1. Membrane: — One or more piles "Ruberoid® Torch° (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberold® Mop" (Smooth or Granule) or "Ruberold® Mop Plus Granule." Surfacing: — °Karnak No. 97° applied at Ph to 3- gal/100 -ft2. 5. Deco NC Iodine: 1/2 Base Sheet (Optional): — One or more piles Type 61 or Type G2 or Type 63. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberold® Torch Granule Plus." Surfacing (Optlonai): — Karnak "No. 97" or "169" applied at 1 to 3 gal /100 -ft2 or Grundy Ind. °20 F Emulsion° applied at 3-gal /100 -ft2. 6. Deck: C -15/32 Incline: 1/2 Insulation: — One or more Iayers periite, glass fiber, 3A -In. minimum, polyisocyanurate, urethane, perllte/polytsocyanurate composite, perlite/urethane composite, 1112-in. minimum. Base Sheet (Optional): — One or more piles Type 61 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch° (Smooth or Granule) or "Ruberold® Torch Granule Plus" or "Ruberold® Mop" (Smooth or Granule) or °Ruberoid® Mop Plus Granule.° Surfacing: — Gravel. 7. Dedu C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polytsocyanurate, urethane, perllte/polyisocyanurate composite, perlite/urethane composite, wood fiber /polyisocyanurate composite. Base SheeD — Two or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type 61. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberold® Mop° (Smooth or Granule) or °Ruberotd® Mop Plus Granule.° Surfacing: — 'Karnak No. 97° applied at 11 to 3-gal /100 -tt2 or gravel. 8. Della NC Incline: 1/2 Insulation: — One or more Iayers perlite, glass fiber, 3A -in. minimum polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, 1' in. minimum. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or °Ruberoid® Torch Granule Plus" or °Ruberoid® Mop° (Smooth or Granule) or "Ruberold® Mop Plus Granule." Surfacing: — Grundy "AL MB Aluminum Roof Coating" applied at 1 to 2-gal /100 -ft2. htfrr / /raataltaoa 111 rnm /,ai- hin/YVV /tamrslata/T TQ1PVT /1 PP AtafP /o1,n% n,orrea (.P)R/11111 AprVI' v.1',.1 ..vv - 1%UU111116 ' y aicu>, v A . 9. Deck: C -15/32 Iodine: 1/2 1 Q�4G li . Insulation (Optional): — One or more layers perilte, glass fiber, 3/4-In. minimum, polyisocyanurate, urethane, perlite/polylsocyanurate composite, mite/urethane composite, phenolic, 11/2 tn. minimum. Base Sheet: — One or more plies Type G2 "GAFGLAS® #75 Base Sheet", or "TN -Ply® #75 Base Sheet", hot mopped or mechanically fastened In place. Ply Sheet: — One or more plies Type G1 "GAFGIAS® Ply 4" or 'Tri- Ply® Ply 4" or "GAFGLAS® Ply 6° hot mopped In place. Membrane: — "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberotd® Mop FR" or "Ruberoid® EnergyCapn4 Mop FR." Surfacing — (Optional): "GAF Fibered Aluminum Coating° applied at 1'h -gal /100 -ft? or -GAF Weather Coat Emulsion- appilea at 3- gal /100 -ft2. Incline: � Insulation (Optional): — Periite, fiber glass, polyisocyanurate, urethane or peritte/polyisocyanurate composite. Base Sheet: — One or more layers Type G2 "GAFGLAS® #75 Base Sheet" or'Tri-Ply® #75 Base Sheet° or Type 93 "GAFGLAS® Mineral Surfaced Cap Sheet' or °Tri -Ply® Mineral Surfaced Cap Sheet° hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more plies Type 91, hot mopped In place. Membrane: — °Ruberoid® Mop 170 FR" or "Ruberotd® Dual FR" or "Ruberoid® Mop FR° or "Ruberoid® EnergyCap'" Mop FR.° httn• /Matahaea nl nnm/ntri 14,../Y"VZ7 /in.r+..1.tu/r iQT IT'/ 'or) AAAL' 4N1o11n1,1