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RF-12-302Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 171928 Permit Number: RF -2 -12 -302 Scheduled Inspection Date: April 11, 2012 Inspector: Bruhn, Norman Owner: GREEN, MARY LEE Job Address: 930 NE 95 Street Miami Shores, FL Project: <NONE> Contractor: ISAACS ROOFING & INSULATION CORP Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132050070070 Phone: (305)234 -5234 Building Department Comments RE ROOF TILE TO TILE AND FLAT TO FLAT Passed04 �l7 J Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 170235. Counter flashing is not complete. provide re -nail affidavit. NB ec., Apr11 10, 2012 For Inspections please call: (305)762 -4949 Page 18 of 25 RE: Permit # �i1 ' Sep0? Miami Shores Viiiage Building Department INSPECTION AFFIDAVIT (Print name and circle License Type) License #: C—c-- C l3 2SS S c On or about 3//2— (Date & time) Secondary water barrier work at 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector , I did personally inspect the roof deck nailing and 9Ss i . (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 / 0 day of Notary Public, Sate of Florida at Large 3 ' 'General, Building, Residential, or Roofing Contractors or any Individual certified under 468 F.S. to make such af4 p jJlticludephbitographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection rpnntn »�� Revise! on 5121/2009 F•I•E• FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION•INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378- 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION Owner's Name: &Ap.A*/ Woe 04 Job Address: cI So D4 E Qt S ST,, /.4 q 0.4 c Si4,0 `f 1 Roofing Contractor: P-(2•9 Permit Number: I!R•F -Z• /7-- IP%. Type of Tile: \fa, T •a ' 1. Approximate Roof Height: 2 feet Slope: \ Z Ap oximate Square Footage:11*o Type of Access to Roof: - Ladder OtherRequired Testing Force: 35 lbs. Date Installed: 3-1.40- lZ Testing Equipment: F.G.E. 100x Shimpo Instrument Date of Inspection: 4- 3. 1 Z ft 2 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 te _ t4 21 . . f 41 74 61 81 2 0 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 d 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 [, 44ao t 5 Field 'Z, !o l N Corners 14 t4 Hips & Ridges 401 t 4. RESPECTFULLY SUBMITTED BY: V a V, �• \ -( 2. FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB, LLC Job Address: t 0E. !> 41)T ., D Contractor S A C4 PDo r t ►-} 4 47-0 Other: Sketch of Roof RRRIRRlRR1 R"�RRI RRRR i$RIR<li i R` ifiii s111tiiiiiiiiiiiiiiilliiii /Sii #iii ■ 11i1i111iiiiiiiiiiIIiiiiiiiiiiiiiiiii iR •1RRRRRRRRIiRRRR�IRiIRRRRR iRRlRll Rii11isiiiii1111#iiii11l11011iiii1 11111111111111111111111111111111111111111MISHISSIIIIIIIIIIIIIIIIIIIIMIUMISSIMMIN /iiiiiiiii iiiiiiii ' iiii RRRIiRRR1MM MRRRRRRRRfIRiRRRIl1RRRIR MSRR lTn mutunri[ermausiNUMliiii hill ` 111ikrilli u rioii iRauln1Rk:IRRRiIIiiRR RURRRI■RRi RR*II. 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City: 4 -fl4:t State: CI Qualifier Name: At 4-1 r' el 4 t 1. M..Z_ State Certification or Registration #: C-C4-13LSS,5(09 Certificate of Competency #: Contact Phone #:1Sco' ) •i .9 %SCo Email Address: DESIGNER: Architect/Engineer: Phone #: Zip: Phone #: Value of Work for this Permit: $ Squar Type of Work: ❑Additiion UAlteration n ❑New Description of Work: {4 mOU i1j �\ct 0-00C -fro ,M **************** ****** * ** ***M******* ***I'ieess****Hk *= ks N*****Mf k+ kss **+ k***.k+k=k***********iN**** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 CONDMONERS, ETC OWNER'S AH'1DAVIT: 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 properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY Contractor A The foregoing instrument was acknowledged before me this'll) day of 1\;Qirc\t• , 20 a, by Olrn WY1 -7ANC 7' , who is personally known to me or who has produced•N L Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) NOT Si Print." Aget Pt% Notary Public State of Florida i Dan' =1 Perez My ' ommission EE123821 o`. E. +•arcs 08/21/2015 A AAI /idF MIRE My Commissi n x Zoning Clerk t Section A "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Job Address: Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Applicatioj Form Section A (General Information) Process No: Isaacs Roofing 930 NE 95 St. ❑ Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Other: Y--.2 3- /42 I L -)7\-\\„/7 _ \, Mortar /Ad�l7esive Set Tile ❑ Wood Shingles /Shakes Roof Type ❑ New Roof 0 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes 0 No If yes, what type? ❑ Natural ❑ LPGX Low slope roof area (ft.2) Roof System Information Steep Sloped area (ft.2) Section B (Roof Plan) Total (ft.2) 4400 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'): 68' 41' 26' 26' Tile Roof f 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 Notice of Acceptance Number (NOA): 07-0711.03 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: 45.1 P 2: 78.6 P 3: 116..2 Maximum Design Wind Pressures, (From the NOA Specific system): 118.9 psf Fill in the specific roof assembly components. If a component !s not required, Insert not applicable (n/a) in the text box. Roof Slope: "/12" Roof Mean Height 10 ft. Method of Tile Attachment: —Adhesive, Large Paddy Polyfoam Polypro- Alternate Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: —3" face 26 ga.-- —Galvinized Metal-- Drip Edge Fastener Type: ring s a n ---- Hook Strip/Cleat gauge or weight: — Select Hook Strip — Deck Type: F3/4" Plywood- Optional Insulation: n/a Optional Nailable Substrate: n/a Optional Nailable Substrate Attachment: n/a Basesheet Type: 13o# Fastener Type for Basesheet Attachment: 1 1/4" ring shank and nails. Tile Underlayment (Cap Sheet ) Type: Tamko Awaptan Tile Underlayment Attachment Method: ot mopped Tile Profile: Flat • • 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:xX P2:78.6 x P3:116.2 xX 36.37 - Mg: - Mg: - Mg: 8.05 8.05 8.05 = Mr1: = Mr2: = Mr3: 6.07 16.01 118.9 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 I: x w. Description X w; - W: - W: - W: xcos 0: = Fri: x cos 0: = Fr2: x cos 0: = Fr3: Where to • stain Information to complete tile calculations Where to Find NOA F' NOA F' NOA F' Symbol 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. H 0 Restoring Moment due to Gravity Product A royal (NOA) Dimensions I = length w = width Product Approval (NOA) Miami Shores Village Building Department crr ii BY: //' 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Si I 1 12_ -- N®* INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. IKF PERMIT APPLICATION Master Permit No. FBC 200? Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): 01/4 LEE 62'6"Efi Phone #: Address: 6,13o C 0 6 g S &"r. City: 1' i q l t a-1-• ✓t l s S State: - t, Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 9-30 e °i S City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO 1L' Flood Zone: CONTRACTOR: Company Name: S 4 -C 3 r-P____., e i.--% 1 Phone #: Address: 1-1�2- S i E -�..��( City: (-i -1 t i T J 1-1 State: * : ( •. Zip: 33i Qualifier Name: Phone #: State Certification or Registration #: 13 S S Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: L(1(00 Type of Work: ❑Addition ❑Alteration ONew ORepair/Replace ODemolition Description of Work: -fie -I 7:1 (= v °ri. L ec-Z [ a -A -4-7, Submittal Fee $ Permit Fee $ 3'S CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ TrainingfEducation Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 3(01 V,D • •.. Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The f i instrument was ackn day of , 201 by who • pe 1L� ledged b ore sonally known to me or who has NOTA Y roduced e thi N ft • 9...0 gntification and who did take an oath. PUBLIC: Sign: - J Print: My Commission Expire �Bt��os igrA.Vti% iyat to of Florida5 ac: o No Tres r.�'• Comm. Ex4 E 128810 • Signature Contractor The fo .' g instru „ent was acknow $1ged befor e this ;fl Il , 20 by GI VA ho is personally kn • n to me or who has produced as identification and who did take an oath. NOT Sign: Print: My Commission IC: 0..40 10'' — Almir.ortr. ter Mu s / ; ; �`` p"'° Public -State of Florida `-�, Notary ,15 -g My Comm. Di Now- .4. ? �° Commission #► EE 128810 %', ►'�`i�' .,,,;; .�• Bonded Throug h National Notary Assn. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY •• j4 ) I<L-- Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk 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 information is provided in this Notice of Commencement. 1. Legal description of property and street/addr M 7. CI -Y✓ti 111111111111111111111111111 111111111111111111 CFN 2O12RO155326 OR irk 28019 Ps 4148; (if ?s ) RECORDED 03/05/2012 12:09:39 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office 90 ciSs . 2. Description of improvement: i2, 'AZ-a= `Tr :�.' 7. e . i f to % 4-7 7* (+�T Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number: c-S S 5. Surety: (Payment bond required by owner om contractor, if any) Name, address and phone number Amount of bond $ tAr- C� C-Fr- 3.Owner(s) name and address: Co 6. Lender's name and address: f 7. Persons within the State of Florida designated by Owner upon who �A n I r oth®A d COumNen" ts O m a CY AbDe E served as provide Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: HEREBY CERTIFY that this is a true copy of the ,nginal filed in this office on day of � o Couly y �Et CLE7 e; _y 8. In addition to himself, Owners designates the following person(s) t• _ —,' /.110SL' c.Ji"uor'S NdtICe as nrovid 713.13(1)(b), Florida Statutes. TNESS my hand and Official Seal. Name, address and phone number ij't€3"EYRUVIF\1 .L[RK,•' Circuit and Coun ._ra fr�a o . Oc 4 4 9. Expiration date of this Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BYTHE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA,STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Prepared By Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this Da day of By • ❑ Individually, or a iVA-ITATTIMIlitiltir for ❑ Personally known, or h • produced the following type of identifica Signature of Notary Public: /7 le Print Name: (SEAL) er(s) or Owner(s)' Authorized Officer/Director /Partner/Manager Prepared By Print Name Title /Office 2111111'..i.VMirigb/rifdlik VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties-of perjury, I declare that I have read the foregoing and that the facts stated in It are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director /Partner/Manager who sign evert tr _:.I. ■�a q,�,,, $ Notify Public - St*ts Ot Florida My Comm. Expires SI 23, 2015 Commission * EE 128810 ' . � ` � • Bonded Through NOO it Notary Assn. .. ove: By 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 t Y ,, Re: Owner's Name: 1 E Property Address: 13 o Roofing Permit Number: Dear Building Official: I % G61-) certify that I am not required to retrofit the roof to wall connections of my building because: 11The 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 of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Lze a2-e3,6 Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that h / h: is the owner Sworn to and subscribed before me this o`a day of Ail Notary Public, Sate of Florida at Large i,7 1y CLAUDIA V. CUBILLOS P. -o Notary Public - State of Florida • r• •; •I My Comm. Expires Sep 23, 2015 , - - °P�` s Commission # EE 128810 Bonded Through National Notary Assn. r the above p ,11-6 u- • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the butding 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 Mdigation. Revised on 5/21/2009 Miami -Dade My Home My Home nigym clack. Iry Show Me: Property Information Search By: Select Item • WI Text only Eg Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3205 -007 -0070 Property: 930 NE 95 ST Mailing MARY LEE GREEN Address: 1 Living Units: 930 NE 95 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138 -2563 Pro perty Information: Pri mary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/3 Floors: 1 Living Units: 1 Adj Sq Footage: 3,146 Lot Size: 12,900 SQ FT Year Built: 1949 $229,548 PL OF GOVT LOT 4 PB L Legal 5-90 N128.5FT OF esaription: W100FT LOT F LOT SIZE IRREGULAR OR $229,548 13428 - 301 0587 4 Assessment Information: UTMIIMi 2011 2010 tI7 ^•158488 $25,000 ,2nd Homestead: ®fit T-91 Value: Exemptlon Information: Year. 2011 2010 Homestead', $25,000 $25,000 ,2nd Homestead: YES YES Taxable Value Information: Year. 2011 2010 Applied Applied Taxing Authority: Exemption/ Exemption/ Value: Value: Regional: $50,000/ $50,000/ $229,548 $225,417 County $50,000/ $50,000/ $229,548 $225,417 City: $50,000/ $229,548 $50,000/ $225,417 School Board: $25,000/ $254,548 825,000/ $250,417 Additional Information: Click here to see more information for this I p o n......, ..a4., ne..d.......e.N nie4.4,4 Page 1 of 2 ACTIVE TOOL: SELECT Aerial Photography - 2009 0 111 ft My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Usina Our Site 1 Phone Directory! 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Legend • Property Boundary • Selected Property • Street Highway Miami -Dade County Water 4Efl http: / /gisims2. miamidade .gov /myhome /propmap.asp 2/24/2012 Section A "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Job Address: Miami -Dade County Building Department Electronic AP'Jic High Velocity Hurricane Zone Roofing Permit Application Form Section A (General Information) rocess No: MIN Isaacs Roofing 930 NE 95 St. ❑ Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam New Roof — Are there Gas Vent $tacks located on the roof? ❑ Yes 51 No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft.2) Roof Category • Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Other: ri! i 'r r.ThlriL L: ";I HIS Mortar /Adhesive Set Tile 0 Wood Shingles /Shakes Roof Type Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance 700 Steep Sloped area (ft.2) 3700 Section B (Roof Plan) Total (ft.2) 4400 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'): lA 1 126' 26' � �\I I� ��. * Sectic+C 4!'3N*VN "Delivering Excellence Every Day" Miami-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. Top Ply: ROOF SYSTEM MANUFACTURER: Product Approval (NOA): 07-1219.09 System Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: (P2) Perimeters: (P3) Comers: psf psf psf Maximum Design Pressure From NOA: Roof Slope: Parapet Walls: 1/8 Deck Type: Support Spacing: Altemate Deck Type: Existing Roof: 12 60 " : 12 Roof Mean Height: psf No 0 Yes Parapet wall Height: —1"x 6"T & G- . " o/c ft. Fire Barrier: I n/a Vapor Barrier: n/a Anchor Sheet: 75 # Anchor Sheet Fastener / Bonding Material: 1 1/4" ring shank nails & tin caps Insulation Base Layer Size & Thickness: Insulation Base Layer Fastener / Bonding Material: in/a Insulation Top Layer Size & Thickness: n/a Insulation Top Layer Fastener / Bonding Material: Base Sheet(s) & No. of Ply(s): in/a Base Sheet Fastener / Bonding Material: PIy Sheet(s) & No. of Ply(s): 2- PLY -4 PIy Sheet Fastener / Bonding Material: Hot asphalt ft. Gafglas capsheet Top Ply Fastening / Bonding Material: hot asphalt Surfacing: SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: Single PIy Sheet Width: No. of Single Ply 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: " 1/2 Sheet Width: 11 n/a FASTENER SPACING FOR BASESHEET ATTACHMENT 0 SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 2. Perimeter " o/c @ Laps & " o/c @ Laps & rows a " o/c rows "o/c 3. Comer: an " 0,c@ Laps & rows " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: 171 2. Perimeter: F1 3. Comer D Insulation Fastener Type : WOOD NAILER TYPE AND SIZE: n/a Wood Nailer Fastener Type and Spacing: n/a EDGE & COPING METAL SIZES: Edge Metal Material: Edge Size: Hook Strip Size: Edge Metal Attachment: —SELECT EDGE METAL HOOK STRIP SIZE— ' Coping Material: Coping Size: -SELECT PARAPET WALL COPING MATERIAL-- —SELECT COPING METAL SIZE OR THICKNESS- Hook Strip Size: Parapet Coping Metal Attachment -SELECT COPING METAL HOOK STRIP SIZE- . - Section C2 MIAMI- DiAL'3E 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. Gafglas Capsheet • Mean ig 10' file:// /Cl/Documents %20and %20Settings/ sky / Desktop /roof%20pemiit%20forms /Section %20C2d.htm9 /5/2007 7:18:20 AM Tile %of 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 1Monier Notice of Acceptance Number (NOA): 07-0711.03 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: 45.1 P 2: P 3. 116..2 Maximum Design Wind Pressures, (From the NOA Specific system): 118.9 psf Fill 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: "/12" 10 Method of Tile Attachment: ft. —Adhesive, Large Paddy Polyfoam Polypro- Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: -3" face 26 ga. -- — Galvinized Metal-- P etal- 11/14" ring shank Hook Strip /Cleat gauge or weight: — Select Hook Strip Deck Type: —3/4" Plywood Optional Insulation: n/a Optional Nailable Substrate: Optional Nailable Substrate Attachment: n/a Basesheet Type: 130# Fastener Type for Basesheet Attachment: 1 1/4" ring shank and nails. Tile Underlayment (Cap Sheet) Type: Tile Underlayment Attachment Method: hot mopped Tile Profile: Flat Sec'ron E "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: P 2: P 3: 78.6 116.2 24.60 36.37 - Mg: - Mg: - Mg: 8.05 8.05 8.05 = Mr1: = Mr2: = Mr3: 6.07 16.01 28.32 5 118.9 118.9 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 1: x x w: x w: Where to - W: - W: - W: x cos 9:.:, El = Fr1: x cos 0: = Fr2: x cos 0: 171 = Fr3: tain Information to complete tile calculations Description Design Pressure Symbol P1 or P2 or P3 Where to Find NOA F' NOA F' NOA F' Table 1 RAS 127, • by an engineer analysis prepared, signed and sealed by a professional engineer based on A E 7. Mean Roof Height H Roof Slope e Aerodynamic Multiplier Job Site P Job Site Restoring Moment due to Gravity Mg ct Approval (NOA) Product A• . royal (NOA) Attachment Resistance Mf ProductApprov= NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr Calculated Tile Weight W Product Approval (NOA) Tile Dimensions I = length w = width Product Approval (NOA) 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. _tki,1,4 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. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renal a in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to� in�removing the existing roof system). ;j 7. 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. 4. 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. WIes,4 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 fife expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. 401140verflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. 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. Owner /Agent's Signa ure Date lb— _1-z Contractor Signature Date Revised on 7/9/2009 LD M I A M IOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 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 (ART). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 07 -0228.03 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Flat Profile Roofing Tiles Concrete SCOPE: This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions MonierLifetile LLC 1 = 17" Saxony 900 w = 13" 1- 5/32" thick Slate 1- 9/32" thick Shake & Split Shake Trim Pieces 1= varies w = varies varying thickness SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Specifications TAS 112 TAS 112 Test Identifier 7161 -03 Appendix B1 94 -084 94-060A 25- 7183 -6 25- 7183 -5 Product Description Flat profile, interlocking, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Static Uplift Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing March, 1994 PA 101 (Adhesive Set) Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Battens) NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 2 of 7 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers Test Identifier 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 130 Test Name/Report Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 January 2007 April 1999 February 2007 January 2007 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 3 of 7 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 5. 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 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) MonierLifetile Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 Table 2: Aerod amic Multi • tiers - X ft3 Tile Profile X (ft3) Batten Application A. (ft Direct Deck Application MonierLifetile Saxony 900 Slate, Shake & Split Shake 0.289 0.313 Table 3: Restoring Moments due to Gravity - M , (ft-Ibf) Tile Profile 2 "•12" 3 ":12" 4 "•12" 5 ":12" 6 ":12" 7 ":12" or greater Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 NOA No.: 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 . #8 Screw 30.8 30.8 18.2 218 Screws 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment M1(ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.32 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average Polyfoam Product, Inc. Average weight weight per patty 13.9 grams. per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance _ MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProTM 118.9' Polyfoam PolyProTM 40.44 3 Large paddy placement of 45 grams of PolyProT"". 4 Medium paddy placement of 24 grams of PolyProT'". Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 43.9' . 5. Tile -Tite Roof Tile Mortar NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 5 of 7 LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". MONIEIiLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING WATERLOCK MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) NOA No.: 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 6 of 7 PROFILE DRAWING MONIERLIVETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 7 of 7 MIA MMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 NOTICE OF ACCEPTANCE (NOA) TAMKO Building Products, Inc. P.O. Box 1404 220 West 4th Street Joplin, MO 64801 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: Tamko Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 07- 1130.01 and consists of pages 1 through The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08- 1008.04 Expiration Date: 07/05/12 Approval Date: 02/25/09 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Underlayment SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product TW Metal and Tile Underlayment (Manufactured in Joplin, MO) Moisture Guard Plus (Manufactured in Joplin, MO) TW Underlayment (Manufactured in Columbus, KS) Awaflex (Manufactured in Joplin, MO) Awaplan 170Th (Manufactured in Joplin, MO) Awaplan Premium" (Manufactured in Joplin, MO) Tamko SA Base (Manufactured in Joplin, MO) Tamko SA Cap (Manufactured in Joplin, MO) Dimensions 75 mils thickness 39-W x 30.5'rolls 393/s" x 61' rolls 4 "x66'rolls 6" x 66' rolls 9" x 66' rolls 60 mils thickness 39-%" x 30.5'rolls 39-%" x 45' rolls 393 /8 "x 61' rolls 4" x 66' rolls 6 "x66'rolls 9 "x66'rolls 40 mils thickness 39-%" x 61' rolls 4" x 66' rolls 6" x 66' rolls 9" x 66' rolls 125 mils thickness 35.9' x 36" rolls 145 mils thickness 33' 11" x 39 3/8" rolls 150 mils thickness 33' 11" x 393/8" rolls 60 mils thickness 65' 10 "x393/8" rolls 140 mils thickness 33' 61/4" x 39 3/8" rolls Test Specification TAS 103 ASTM D 1970 ASTM D 1970 ASTM D 1970 TAS 104 TAS 104 TAS 104 ASTM D 1970 ASTM D 6164 Product Description Flexible, self - adhering rubberized asphalt sheet material with a polymer surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when cut into appropriate width strips, for taping sheathing joints. Flexible, self - adhering rubberized asphalt sheet material with a granular surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when cut into appropriate width strips, for taping sheathing joints. Flexible, self - adhering rubberized asphalt sheet material with a polymer surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when cut into appropriate width strips, for taping sheathing joints. SBS modified cap sheet with a non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt and surfaced with ceramic granules. Applied in hot asphalt. A polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt. A polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt. A fiberglass- reinforced self - adhering SBS modified bitumen membrane with a polymer film on the surface and a removable treated split release film on the adhesive side. Shall only be mechanically fastened to wood deck. Direct adhesion to wood deck not permitted in the 1HVHZ. Do Not Remove Release Film! A dual- coated SBS - modified cap sheet with a nonwoven polyester mat surfaced with ceramic granules and a split removable release film on the adhesive side. NOA No.: 08- 1008.04 Expiration Date: 07/05/12 Approval Date: 02/25/09 Page 2 of 5 EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies, Inc. APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: Surfacing: Deck Type 1: Deck Description: System E(2): Base Sheet: Membrane: Surfacing: Test Identifier 4448.12.01 -1 4448.05.02 -1 T11090.09.08 TAP - 058 -02 -01 TAP - 058 -02 -02 TAP- 191 -02 -01 TAP - 192 -02 -01 TAP - 193 -02 -01 TAP- 207- 02 -01REV TAP - 185- 02 -01REV TAP - 196 -02 -01 Test Name/Report Date TAS 103 TAS 103 TAS 117(B)/ TAS 114(C) TAS 103 TAS 103 ASTM D 1970 ASTM D 1970 ASTM D 1970 TAS 104 / ASTM D 4798 ASTMD6164 ASTM D 1970 12/19/2001 05/29/2002 09/18/08 04/30/02 05/23/02 11/16/07 11/13/07 11/16/07 12/10/08 11/06/08 01/09/08 Wood, Non - insulated 1962" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of TW Metal and Tile Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Metal and Tile Underlayment is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12 " o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Approved Mechanically Fastened Tile or Metal Roofing Assembly or Any Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Wood, Non - insulated 19/32" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of Moisture Guard Plus with a minimum 3.5" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with Moisture Guard Plus is acceptable. Any Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. NOA No.: 08- 1008.04 Expiration Date: 07/05/12 Approval Date: 02/25/09 Page 3 of 5 Deck Type 1: Deck Description: System E(3): Base Sheet: Membrane: Surfacing: Deck Type 1: Deck Description: System E(4): Base Sheet: Membrane: Surfacing: Deck Type 1: Deck Description: System E(5): Base Sheet: Membrane: Surfacing: Wood, Non - insulated 19/32" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of TW Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Underlayment is acceptable. Any Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Wood, Non - insulated 19/32' or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of Awaflex, Awaplan 170 or Awaplan Premium applied at a right angle (90 °) to the slope of the deck adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. Vertical strapping of the roof with Awaflex, Awaplan 170 or Awaplan Premium underlayments is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Approved Mechanically Fastened or Adhered Tile or Metal Roofing Assembly or Any Approved Roofing Assemblies where an TAS 104 underlayment is allowed. Wood, Non - insulated 19/32" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of Tamko SA Base with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Shall only be mechanically fastened to wood deck. Direct adhesion to wood deck not permitted in the HVHZ. Do Not Remove Release Film! One or more plies of Tamko SA Cap with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact with base sheet. Remove the release liner as the membrane is applied. Vertical strapping of the roof with Tamko SA Cap underlayment is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed Approved Mechanically Fastened Tile or Metal Roofing Assembly or Any Approved Roofing Assemblies where an ASTM D 6164 membrane is allowed. NOA No.: 08- 1008.04 Expiration Date: 07/05/12 Approval Date: 02/25/09 Page 4 of 5 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Tamko Underlayments shall be installed in strict compliance with applicable Building Codes. 3. All Tamko Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. Deck shall be fastened in strict compliance with applicable Building Codes. 4. All Tamko Underlayments shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base /Anchor sheet underlayment. 5. TW Metal and Tile Underlayment, Moisture Guard Plus, TW Underlayment, Tamko SA Base & Tamko SA CAP shall not be left exposed as a temporary roof for longer than 30 days of application. 6. Awaflex, Awaplan 170 and Awaplan Premium shall not be left exposed as a temporary roof for longer than 180 days of application. 7. The standard maximum roof pitch for Awaflex, Awaplan 170 and Awaplan Premium shall be 6:12 for flat tile installation and 6:12 profiled tiles with lugs. 8. The standard maximum roof pitch for TW Metal and Tile Underlayment and Tamko SA CAP shall be 4:12 for flat tile installation and 4 :12 profiled tiles with lugs. 9. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 10. Tile storage shall be on a battened roof deck when the underlayment slope limit (See #7 & #8 above) is exceeded. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. 11. The Tamko Underlayments may be used with any approved roof covering Notice of Acceptance listing the Tamko Underlayment as a component part of an assembly in the Notice of Acceptance. If Tamko Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 12. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 13. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 14. For the self adhered membranes roll or broom the entire membrane surface so as to have 100% contact with the base sheet, giving special attention to overlap areas. 15. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 16. All protrusions or drains shall be initially taped with a 6" piece of approved Tamko Underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of the same Tamko Underlayment shall be applied over the taped underlayment. 17. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. END OF THIS ACCEPTANCE NOA No.: 08- 1008.04 Expiration Date: 07/05/12 Approval Date: 02/25/09 Page 5 of 5 E MIEAMICA 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 desdribed 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. WADE C•UNTf 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 Product 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 Test Dimensions Specification 3, 5, 55 gallons 60 & 100 Ib. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons ASTM D 41 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 fibered. 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 P1yTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® EliminatorTM Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® EliminatorTM Nailable RUBEROID® SBS Heat We1dTM Smooth RUBEROID® SBS Heat- We1dTM Granule RUBEROID ® SBS Heat- We1dTM 170 FR RUBEROID® SBS HeatWeldTM PLUS RUBEROID® SBS Heat- Weld Tm PLUS FR RUBEROID® SBS Heat- We1dTM 25 RUBEROID® Modified Base Sheet 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 (39.37 ") 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 AST114 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 NOA 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® I70FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID® ULTRACLAD® RUBEROID® Dual FR Vent Stacks (metal and plastic) Dimensions 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 3937" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (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 D6164 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 granules. 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 Roofing Asphalt RUBERO1D® MOD Asphalt, Asphalt L & Asphalt P Leak BusterTM MatrixTM 602 Leak BusterTM MatrixTM 715 LeakBusterTM MatrixTM 531 WeatherCoteTM SeamCoteTM FireOutTM VersaShield® VersaShield® 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 MIAMI DADE , UNTY APPROVED Dimensions 5 gallons 1001b. cartons, bulk 60 Ib. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350sg ft. roll 350 sq ft. roll 350 sq fl. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification Product Description ASTM D2824, Non-fibered aluminum pigmented, asphalt Type 1 roof coating. ASTM D312, Types I, II, III and W proprietary ASTM D -412 ASTM D -21 -96 ASTM D1475 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 roofing 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 roofcoating. 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 US(i 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-TecTM ASAP 3. Drill -TecTM #12 or #14 Standard screws with AccuTrac Plate 4. Drill -TecTM Galvalume Plates 5. Drill -TecTM Polypropylene Plates 6. Drill -TecTM AccuTrac Plate EVIDENCE SUBMITTED: Test Aeencv 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 Galvalume 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.OD I A8.AM J.I.0Y9Q5.AM 3029832 GAF - 012 -02 -02 GAF - 020 -02 -01 02 -005 02 -014 Manufacturer Dimensions (With Current NOA) Various GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 'A" GAF Materials Corp. 3" and 3 1/2" 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: 11/04/13 Approval Date: 03/20/08 Page7of 19 Deck Type 1: Deck Description: Wood, Non - insulated 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. 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 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- WekdTM Smooth or RUBEROID® Heat- We1dTM 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) GAFGLAS® 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 -r45 psf, See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure -52.5 psf, See General Limitation #7) GAFGLAS" #80ULT1MATM, RUBEROID®20, RUBEROID®Mop Smooth, base sheet attached to deck with approved 1A" 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 GAFGLAS® 1175 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -Teem' 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: 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. Cap Sheet: (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. 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 3001bs./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 gal./sq. 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+74 roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 gal. /sq 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 LINTY 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 P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum %a" Dens DeckTM or ' /z" 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 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 lb£ insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with 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 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03t20 /08 Page 19 of 19 TGFU.R1306 - Roofing Systems Page 2 of 55 The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2-in. minimum thick gypsum board is an acceptable altemate for minimum insulation over C -15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard RA" or "Tapered EnergyGuard RA" or "EnergyGuard Composite RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. " GAFGLAS® Flex Ply 6" and "Tri -Ply® Ultra- Flexible Ply 6" are suitable alternates to " GAFGLAS® Ply 6". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Flreshield MB" at 21 to 3- gal /100- ft2. "Ruberold® Dual Smooth" may be used as an alternate to "Ruberold® Mop Smooth" or "Ruberoid® 20" or "Ruberoid® 20 HT" "Ruberold® Mop Smooth 1.5" may be used as an alternate to "Ruberoid® Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid® Heat Weld° SBS roofing membrane may be used in lieu of "Ruberoid® Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS® Ply 4" or "Tn -Ply® Ply 4" or "GAFGLAS® Ply:6" hot mopped. Surfacing: — Graver. 2. Deck: C -15/32 Incline: 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 flber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type 61 or " 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." 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite / polyisocyanurate composite, perlite /urethane composite, wood flber /polyisocyanurate composite, phenolic, 2 -in: maximum. Ply Sheet: — Two or more plies Type 61 " GAFGLAS® PIy4 ", "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." }Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (optional) — Any thickness perlite or wood flber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: - One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Trl -Ply® #75 Base Sheet" (may be nailed). 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" BBUR Mineral Surfaced Cap Sheet." Surfacing (optional): — "TOPCOAT® EnergyCote"" applied at a rate of 2 -gal /100 -ft2. 5. Deck: NC Incline: 3 http: / /database.ul. comtcgi- bin /XY V / template /LI SEXT/ 1 FRAME/showpage.html ?name =T... 2/21/2012