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RF-12-1966Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 180272 Permit Number: RF -10 -12 -1966 Scheduled Inspection Date: November 08, 2012 Inspector: Bruhn, Norman Owner: LILLY, STUART Job Address: 9800 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: ISAACS ROOFING & INSULATION CORP Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132050090280 Phone: (305)234 -5234 Building Department Comments RE ROOF FLAT TO FLAT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 08, 2012 For Inspections please call: (305)762 -4949 Page 7 of 19 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 BUILDING PERMIT APPLICATION Permit No. MMCMETY-1,,, ilE OCT ? 3 2 2 �!a F C20to Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: Boo . City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): .-11.) A'—1 L e Li Phone #: 61Sa® 0.4Z. S - City: d i .4w i Stvora.oc S . State: -PI ° Zip: Tenant/Lessee Name: Phone #: Email: Address: CONTRACTOR: Company Name: T.4 A %. --P---cre A I Phone#: 3es S. Z3 4• St-3 Y Address: 1-1-2-2-5 f l2�-S . a� -rsi c - City: /r /'Arrs it• `` State: FI Zip: ,S3 /S� Qualifier Name: At 4,13 ez, eJ'L'ret- L L Phone #: 30S • 23� - $'Z 3 y State Certification or Registration #: CC-C-1 3 2S-SS C' Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 6° Square/Linear Footage of Work: 'IOC > cD Type of Work: Addition DAlteration l]New air/Replace Demolition Description of Work: W, e '"'® ®C' `" i -r® -PLAT. Color thru tile: *************************************** ********** * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** 27 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 $ 04 LA sit Bond�mg Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State TIP Application ion is hereby made to obtain a permit to do the work and installations as indicate. 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 juduliction. 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 AF`FIDAVIT: 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 attacionent. Also a certified copy of the recorded nonce 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 app and a r y fee will be changed Owner or Agent The foregoing was C416111— w e (fo l tb 1_ day of ,20 by who is ,: a .,1; i y known to me or who has produced L As identification and who did take an oath. a * **********+*****************s* Plans Examiner Signature Contractor The foregoingyinatrament was acknowledged before me this' 1 day of O T , 2041 by r `%I who is personally known to me or who has produced as identification and who did take an oath. NOT P C: APPROVED BY Zoning Structural Review Clerk (Revised 3/12/2012 )(Revised 07/1 06110t3009) Revised 3/15/09) 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 went 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Property Address: Roofing Permit Number Dear Building Official: certify that 1 am not required to retrofit the roof to wall connections of my building tie: •f The just valuation for the structure for purpose of ❑ The building was cohst acted in compliance with ad valorem taxafton iss than $300,000,00. Please attach proof of ad 'i a , 1 P ,..' • the provisions of the Fiorida Booing Code (Ft) or wlh the p ovisrons of 1994 edition of the South Florida B Ming Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that heashe is the owner for the above property mentioned. Sworn to and subscribed before me this day of Notary Public, Sate of Florida at Large • When the justoohed:en of theendure rorimpose of ad vin tante is equal to or mom than MOM and We bulking was notes FBC nor a 1994 SFBC. Then pee min pie a bating appficdon from a Genial Contactor tor the Roof to Welcoreucion Hur acne ion. Reused on S12112009 Property Information: Folio 11- 3205 - 009 -0280 Property Address 9800 NE 13 AVE Owner Name(s) STUART LILLY &W JANET Mailing Address 9800 NE 13 AVE MIAMI SHORES FL 33138 -2504 Primary Zone 1400 SGL FAMILY - 3001 -3250 SQ Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths /Half 4/4/0 Floors 1 Living Units 1 Adj. Sq. Footage 3,639 Lot Size 12,371.50 SQ FT Year Built 1963 Legal Description 5 53 42 EARLETON SHORES PB 43 -80 LOT 18 & E1/2 LOT 17 BLK 2 LOT SIZE IRREGULAR OR 18638 -1160 051999 1 OR 18638 -1160 0599 00 Assessment. inforlrnation> Current Previous Year 2012 2011 Land Value $214,948 $179,124 Building Value $338,195 $340,203 Market Value $553,143 $519,327 Assessed Value $494,026 $479,637 Exemption Information: Current Previous Year 2012 2011 Homestead $25,000 $25,000 2nd Homestead $25,000 $25,000 Senior $0 $0 Veteran Disability '' $0 Civilian Disability $0 $0 Widow(er) $0 $o Disclaimer: MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Honorable Pedro J. Garcia Property Appraiser Aerial Photography 2012 le Val Current Previous Year 2012 2011 Exemption/Taxable Exemption/Taxable County $50,000 / $444,026 $50,000 / $429,637 School Board $25,000 / $469,026 $25,000 / $454,637 City $50,000 / $444,026 $50,000 / $429,637 Regional $50,000 / $444,026 $50,000 / $429,637 Sale Amount Recording Book -Page Qualification Code 5/1999 $435,000 18638 -1160 Sales which are qualified 8/1993 $218,300 16076 -4468 Sales which are qualified 4/1987 $225,000 13242 -1874 Sales which are qualified 6/1981 $215,000 11125 -2010 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 website 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 http:// www. miamidade .gov/info /disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail@miamidade.gov GIS Inquiries, comments, and suggestions email: gls @miamidade.gov Generated on: Thursday, October 18, 2012 RE: Permit # 1 P\\(fl &flZc (Print name and circle License Type) License #: On or about Miami Shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: I I I O I a0 G 2— licensed as a (n) Contractor / Engineer / Architect, Ci20,1•1(3,s FS 468 Building Inspector , I did personally inspect the roof deck nailing and Secondary water barrier work at (Da C0 ) P \t-e c 1 fJY `t (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. Sworn to and subscribed before me this da ofckwly1� acp,- Notary Public, Sate of Florida at Large Q�C�YI � r,./C/r1Ar NOTARY PUBLIC - STATE OF FLORIDA RCina Pint) BL Commission # EE092375 < >° Expires; MAY 10 201 *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Inclufa 6titi pinneR# r with permit # and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 1 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 9800 NE 13 Avenue Miami Shores, FL 1132050090280 Block: Lot: STUART LILLY Owner Information Address Phone Cell STUART LILLY 9800 NE 13 AVE MIAMI SHORES FL 33138 -2504 Contractor(s) Phone Cell Phone ISAACS ROOFING & INSULATION COI (305)234 -5234 (786)277 -9756 Type of Work: Re Roof Additional Info: FLAT ROOF Classification: Residential Scanning: 3 Valuation: Total Sq Feet: $ 5,000.00 700 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $3.00 $3.75 $3.75 $1.00 $250.00 $9.00 $4.00 $274.50 Pay Date Pay Type Invoice # RF -10 -12 -45682 10/18/2012 Credit Card 10/24/2012 Credit Card Amt Paid Amt Due $ 50.00 $ 224.50 $ 224.50 $ 0.00 Available Inspections: Inspection Type: Tin Cap Final Roof Roof in Progress Renailing Affidavit Review Roof Applicant Copy For Inspections, Call (305) 762 -4949 or Log on at https : / /bldg.miamishoresvillage.com /cap /. Requests must be received by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. October 24, 2012 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED 014THE JIM SITE AT TIME OF MST INSPECTION PERMIT NO.RF1 2-rFtanfAX FOLIO NO, STATE OF FLORIDA: COUNTY OF MIAMI-DADE: 1 I I I I I I 1 I I I 1 I I I I 1 I I I 1 1 1 1 1 1 1 1 1 1 I I I I I 1111 1 1 1 1 CFN 2012R0751!54-2 OR Bk 28322 P9 370?; (lps) RECORDED 10/22/2012 10003418 HARVEY RUVIWP CLERK OF COURT HIANI—DADE COM-11Yr FLORIDA LAST PAGE STATE OF Fi *MA, COUNTY 1 HEREBY CE PRY that Ellis original fled in tI 's on THE UNDERSIGNED hereby gives notice that improvements will be made too:Agfa property, and in accordance with Chapter 713, Fiords Statutes, the following is provided In this Notice of Commencement By 1. Legal description of property and Alr let/address: 44,1:5 2. Description of improvement Z-Z. h 1 GAELS py den ,AD2.0 Id and Official Sid. OLE fro' AlLt Space ahem reserved far use of reconfing office -fret .4-1. 3. Owner(s) name and address: S-r.../ egax Interest in property: Narne and address of fee simple titleholder: 4. Contractor's name, address and phone number: .a..SetLec.--5, S. 'Zb 5. Surety: (Payment bond required by owner from contractor, If any) Name, address and phone number Amount of bond $ 5. Lender's name and address: 7,. Persons within the Stale of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7„ Florida Statutes, Name, address and phone number: S. In additiOn to himseff, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florkla Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement (the a:plastron dale is 1 yes from tree date or recording wren s datol-oot oare Is sped/led) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE BTIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 711 PART I, SECTION 713.12. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENaMENT MUST BE RECORDED AND POSTED ON THE .10B SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN NG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RE-CORDING YOUR NOTICE OF C atureis) er/Director/Partner/Manager ared By • Prepared By Print Name Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE kistmlu tr knowtedged befam me this The f PY U Indmdually, ar L1 as 0 Personally known, or 0 produced the following type of id • TL d y ofttOf el( for Signature of Notary Pubfic: Print Name: (SEAL) MEliffaCATIMLELOMMLIQJHEMDE2.5221114181PAErigl= Under penalties of perjury, 1 declare that I have read the foregoing and t the facts stated in it are true, to best of rny knowledge and belie. nature(s) of Own • -s),, • - ed Officer/Director/Partner/Ma 11111111WN WA 333 3' 42 PAM 3 3+33 By Notary Public State of Florida Daniel Perez My Commission :1E123821 gigkeit OW21/2015 Section A/B "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Job Address: Miami -Dade County Building & Neighborhood Compliance De art ent HVHZ Electronic Roof Permit Fo`1 ��, Li �Z iI Section A (General Information) Process No: Isaacs Roofing Low Slope of ❑ Asphaltic Shingles • Sprayed Polyurethane Foam ❑ New Roof Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles • Other: BY:.. ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes Roof Type Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes ® No If yes, what type? ❑ Natural ❑ LPGX Low slope roof area (ft.2) 600 Roof System Information Steep Sloped area (ft.2) Section B (Roof Plan) Total (ft.2) 700 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of - -ctions and levels, clearly identify dimensions of elevated pressure zones and location of parapets. (a'): Corner Size (a' x a'): Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPUANCE WMTH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS ra Section C MIAMI • "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): 09- 0224.01 System Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: 42.8 (P2) Perimeters: (P3) Comers: psf 108 psf psf Maximum Design Pressure From NOA: Roof Slope: Parapet Walls: 0 No 1/8 Deck Type: Support Spacing: Altemate Deck Type: Existing Roof: " : 12 Roof Mean Height: 0 psf 10 Yes Parapet wall Height: " o/c ft. n/a Fire Barrier: n/a Vapor Barrier: Anchor Sheet: 75# Anchor Sheet Fastener / Bonding Material: 11 1/4" Ring shank nails & tin caps Insulation Base Layer Size & Thickness: 1 n/a Insulation Base Layer Fastener / Bonding Material: n/a Insulation Top Layer Size & Thickness: n/a Insulation Top Layer Fastener / Bonding Material: Base Sheet(s) & No. of Ply(s): Na Base Sheet Fastener / Bonding Material: nia Ply Sheet(s) & No. of Ply(s): LRuberoid 20 PIy Sheet Fastener / Bonding Material: Hot asphalt ft. 1170 FR Top Ply Fastening / Bonding Material: hot asphalt Surfacing: SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: Single PIy Sheet Width: " 1/2 Sheet Width: No. of Single PIy 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: IT 17 FASTENER SPACING FOR BASESHEET ATTACHMENT 0 SINGLE PLY MEMBRANE ATTACHMENT 1. Field: " o/c © Laps & 2. Perimeter: ! • " o/c @ Laps & r-- 3. Comer: " o/c @ Laps & rows rows rows "o /c " o/c " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: 2. Perimeter: 3. Comer El Insulation Fastener Type : WOOD NAILER TYPE AND SIZE: rile ......................:.....................................................: ............................... Wood Nailer Fastener Type and Spacing: n/a EDGE & COPING METAL SIZES: Edge Metal Material: Edge Size: - Galvanized Metal- -3" face 26 ga.- Hook Strip Size: Edge Metal Attachment: n/a: Coping Material: Coping Size: Hook Strip S' Li SELECT COPING METAL SIZE OR THICKNESS - � ze: SELECT PARAPET WALL COPING MATERIAL -- — SELECT COPING METAL HOOK STRIP SIZE - Parapet Coping Metal Attachment: Joh Section C2 "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. Ruberoid 20 75## I3 "x3" Drip edge 10' file: / / /Cl/ Documents %20and %20Settings / sky /Desktop /roof%20permit%20forms /Section %20C2d.htm9 /5/2007 7:18:20 AM MIA MMADE 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 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The 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: 11106/13 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 Type: Maximum Design Pressure TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM Matrix TM 307 Premium Asphalt Primer GAF Mineral Shield® 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 306 LeakBusterTM MatrixTM 204 Wet/Dry Roof Cement GAFGLAS® #75 Base Sheet GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex P1yTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet Dimensions 5, 55 gallons 60 Ib. Bags 100 ib. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39,37" (1 meter) Wide Test Specification ASTM D41 ASTM D1863 ASTM D1227 Product Descriution 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 Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D3019 ASTM 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® EliminatorTM Perforated Nailable RUBEROID® SBS Heat- We1dTM Smooth RUBEROID® SBS Heat- WeIdTM Granule Roof MatchTM SBS Mop Granule RUBEROID® SBS Heat- We1dTM 170 FR RUBEROID® SBS Heat- WetdTM PLUS RUBEROID® SBS Heat- We1dT"" PLUS FR RUBEROID®EnergyCap SBS Heat We1dTM PLUS FR RUBEROID® Modified Base Sheet RUBERO1D SBS Heat- We1dTM 25 Dimensions 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 107 sq. ft. (9.9 m2) 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 1 meter (39.37 ") wide Test Specification ASTM D3909 ASTM D3909 EnergystarTM Title 24 Compliant ASTM D3672 ASTM D4897 ASTM D3672 ASTM D4897 ASTM D6164 ASTM D6164 ASTM D6222 ASTM D5147 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D4601, Type I1, 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® EnergyCoteTM. 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 RUBERO— M Granule RUBEROID® MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID®EnergyCap Torch Granule FR Roof MatchTM 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 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 1 meter (39.37 ") 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 Specification ASTM D6222 ASTM D5147 ASTM D6298 ASTM D5I47 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 Product Description 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 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 fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Non -woven polyester mat coated with polymer modified asphalt and surfaced with colored mineral granules. 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. A fiberglass mat reinforced, SBS modified bitumen cap membrane. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with 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® ■0 FR RUBEROIDe EnergyCap SBS 30 FR 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 EIastomeric Roofing Membrane EnergyCoteTM Coating VersaShield® TOPCOAT® FireShield® MB Leak BusterTM MatrixTM 531 WeatherCoteTM Elastomeric Flashing Grade LeakBusterTM MatrixTM 201 Premium SBS Flashing Leak BusterTM MatrixTM 102 SBS Adhesive Label Dimensions 39.37" (I meter) Wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 1001b. 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, III 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 BusterTM MatrixTM 202 SBS Flashing Cement Label Leak BusterTM MatrixTM 203 Plastic Roof Cement Label Leak BusterTM MatrixTM 103 Cold Process Adhesive Label LeakBusterTM MatrixTM 304 Non - Fibered Aluminum Roof Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane TOPCOAT® MB Plus Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5, 55 gallons Test Specification ASTM D4586 ASTM D4586 Product Descriution Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement ASTM D3019 Cold Applied Asphalt Adhesive. ASTM D2824, Type l ASTM D412 ASTM B117 ASTM C794 ASTM G21 FTMS141.6271 ASTM D2196 ASTM D1475 ASTM E1644 ASTM D412, ASTM D21, ASTM D1475 ASTM E1644 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 EnergyGuard ' Fiberboard EnergyGuardTM Permalite EnergyGuardTM Strip EnergyGuardTM Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuard"' Polylso EnergyGuardTM RA, RN EnergyGuardTM Composite, RA DensDeck® DensDeck Prime® DensDeck DuraGuardTM Structodek® Structodek® TD SecurockTM APPROVED FASTENERS: 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 Fastener Product Product Number Name Description 1. Dri 11 -TecTM #12 Standard, Insulation fastener and Various #14 and #15 extra Heavy Base Play fastener for Duty Fastener, Heavy Duty steel, wood & concrete Roofing Fastener decks. 2. Drill-TecTM ASAP Pre - assembled Drill-TecTM Various Fasteners and metal and plastic plates. 3. Drill-TecTM CR Base Base sheet fastening Various Sheet Fastener and Plate assembly. Dimensions 4. Drill -TecTM Galvalume Plates 5. Drill -TecTM Polypropylene Plates 6. Drill-TecTM AccuTrac Plate Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalumea coated 3" Square steel plate. 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 (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 'A" GAF Materials Corp. 3" and 3 V2" GAF Materials Corp. 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 Trinity Engineering 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 0D1A8.AM 4470 - TAS 114 04/01/98 TGFU.R19254 UL 790 10/27/06 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. 02 -005 TAS 114 03/01/02 02 -014 TAS 114 04/08/02 01 -039 TAS 114 03/01/02 Trinity I ERD 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: Deck Type 1: Deck Description: System Type E(1): SBS /SBS Cold Applied Wood, .Non- insulated 19/32„ or greater plywood or wood plank decks Base sheet mechanicaIIy fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: Fastening Options: FireOutTM Fire Barrier Coating, VersaShield® Non - Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS® #80 ULTIMA TM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® SBS Heat- We1dTM Smooth or RUBEROID® SBS Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® Flex 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" DriII -TecTM steel plate or DriII -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS® #80 ULTIMATM, RUBEROID ®20, RUBEROID ®Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM 412 standard, #14 or # 15 Screws and 3" DriII -TecTM steel plate or DrilI -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 psi', See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure --60 psf, See General Limitation #7) NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 27 of 31 GAFGLAS ® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -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 PIyTM 6, GAFGLAS® #80, RUBEROID® MOP Smooth or RUBEROID® 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop 170 FR, RUBEROID® Mop Granule, Roof MatchTM SBS Mop Granule, RUBEROID® Mop Plus Granule, RUBEROID® 20, RUBEROID® 30, RUBEROID®EnergyCap SBS 30 FR RUBEROID®30 FR or RUBEROID® Mop FR or RUBEROID ULTRACLAD® SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Or, One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop Granule, Roof MatchTM SBS Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID®20, RUBEROID® 30, RUBEROID®EnergyCap SBS 30 FR, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID® ULTRACLAD® SBS in Leak BusterTM MatrixTM 102 SBS Adhesive at an application rate of 1 -2 gal./sq. 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 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 MatrixTM303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MalrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofmg Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTm MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 galisq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofmg Membrane applied at ito 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 NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 28 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply'' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' / <" Dens Deck or 'A" 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 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform to Roofmg Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913-72 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 TGFU.R1306 - Roofing Systems http: / /database.ul.com/cgi- bin /XYV/ template /LISEXT /1FRAME /showpa... 9 of 46 place. PIy Sheet: — One or more piles Type G1 " GAFGLAS® 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 " Ruberoid® Mop FR" or "Ruberoid® EnergyCap'm Mop FR." Surradng - (Optional): "GAF Fibered Aluminum Coating "', applied at 1Y z- gal /100 -ft2 or "GAF Weather Coat Emulsion" applied at 3 -gal /100 -ft . 10. Deck: C -15/32 Incline: � Insulation (Optional): Perite, fiber glass, polyisocyanurate, urethane or perlte /polyisocyanurate composite. Base Sheet: — One or more layers Type G2 "GAFGLAS® #75 Base Sheet" or "Tri- PIy® #75 Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri- PIy® Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened. Ply Sheet (Optional): One or more pites Type Gl, hot mopped in place. Membrane: — "Ruberoid® Mop 170 FR" or " Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCapT'" Mop FR." 11. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Perite, fiber glass, polyisocyanurate, urethane or perlite /polyisocyanurate composite, butt offset a minimum of 6 -in. from plywood deck joints. Base Sheet: — One or more plies Type G2 " GAFGLAS® #75 Base Sheet" or "Tri -PIy® #75 Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Piy® Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened. Pty Sheet (Optional): One or more piles Type Gi, hot mopped in place. Membrane: — One ply "Ruberoid® Torch or "Ruberoid® Dual Smooth." Membrane: - One ply "Ruberoid® Mop 170 Smooth" or "Ruberold® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" FR" or "Ruberold® Dual FR" or "Ruberoid ® 'Mop FR" or "Ruberoid® EnergyCap "" Mop FR." 12. Deck: NC Incline: 1 Insulation (Optional): — Perlite, fiber glass, wood fiber, poiyisocyanurate, urethane or perlte /polyisocyanurate composite. Base Sheet; — One or more layers Type G2 " GAFGLAS® #75 Base Sheet" or "Tri-PIy® #75 Base Sheet" or Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® Mineral Surfaced Cap Sheet ", hot mopped or mechanically fastened. Ply Sheet ( Optional): - One or more plies Type Gl hot mopped in place. Membrane: — One ply "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCap r" Mop FR." 13. Deck: NC Incline: 1/2 Insulation (Optional): — Perlte, fiber glass, wood fiber, polyisocyanurate, urethane orperlte /polyisocyanurate composite. Base Sheet, (Optional): — One or more plies Type G2 or Type G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more plies Type Gi hot mopped in place. Membrane: — One ply "Ruberoid® Torch Smooth" (smooth) or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "Ruberoid® Dual Smooth." Membrane: — One ply "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCap T"' Mop FR." 14. Deck: NC incline: y3 Insulation (Optional): — One or more layers perlite, glass fiber, polyisocyanurate, urethane or perite /poiyisocyanurate composite, any thickness. Base Sheet: - One or more plies Type G1 "GAFGLAS® Ply' 4" or "Td -PIy® PIy 4" or "GAFGLAS® Ply 6" or Type G2 " GAFGLAS® #75 Base Sheet" or "Tri -PIy® #75 Base Sheet" hot mopped or adhered wth Kamak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 11 gal /100 ft 2. Membrane: — One ply "Ruberold® Mop 170 FR" or "Ruberold® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCap'"" Mop FR" hot mopped or adhered with Kamak Chemical "No. 81" or Gibson-Homan "No. 6160" cold applied adhesive applied at 1V2- gaV100 -ft2. 15. Deck: C -15/32 indine: 1 Insulation (Optional): Polyisocyanurate, wood fiber, polite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: — One or more plies Type G2 "GAFGLAS ®' #75 Base Sheet " or "Tri- PIy® #75 Base Sheet hot mopped or mechanically fastened. Membrane: - One or more plies "Ruberoid® 30 FR" or "Ruberold® 30 FR HT" or "Ruberoid® EnergyCap'" SBS 30 FR" hot mopped in place. 16. Deck: C -15/32 Incline: 1/2 insulation (Optional): — Polylsocyanurate, wood fiber, perilte, or glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: — One or more plies Type G2 "GAFGLAS® #75 Base Sheet" or "T'ri -Ply® #75 Base Sheet" hot mopped or mechanically fastened. Ply Sheet: — One or more plies " Ruberoid® 20" or "Ruberoid® 20 HT" or "Ruberold® Dual Smooth" hot stopped in place. Membrane: — One or more plies "Ruberoid® 30, FR" or "Ruberoid® 30 FR HT" or "Ruberold® EnergyCapT"' SBS 30 FR hot mopped in place. 17. Deck: C -15/32 Inclne: 1/2 Insulation (Optional): — Fiber glass or petite, mechankcally fastened. Base Sheet: - One or more plies Type G2 hot mopped or mechanically fastened. Ply Sheet: - Two or more plies Type G1 hot mopped or mechanically fastened. Membrane: — "Ruberoid® 30" or "Ruberoid® Modified Cap Sheet 601 ", hot mopped in place. Surradng: — Kamak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Karnak No. 97 Asbestos free. Aluminum Roof Coating" applied at 1 to 2- gal/100-ft2: 18. Deck: NC Incline: ya Insulation( Optional): - Polyisocyanurate, perlle, glass fiber or wood fiber, 2 -in. maximum. Base Sheet: — Type 15 asphalt organic fett or Type G2, mechanically fastened or adhered wth hot roofing asphalt. Membrane: — " Ruberoid® Torch Granule 1" (modified bitumen). Surfadng: - Kamak Chemical "Kamak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Kamak No. 97 Asbestos Free Aluminum Roof Coating" applied at 1 to 2-gai /100 -ft2. 8/20/2012 1:28 PM ChweesNWficalimFom.BVIMXIM "1 leliurring Ea. ellence Es-r-s-} 11.2y" SECUON 1524 HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing pesmit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for tbe purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. F.". . 2. Reneging wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). . 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 roofmg work to be performed. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. liairt• 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 die roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofin system is removed. Ponding conditions should be corrected. Overflow scuppers (wall outlets) It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. -----(TTentilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Fl t ..t: licensed engineer or registered architect to eliminate the attic venting, venting shall not be gni111112/Egal11111 IKAIIIIIIIMPRESIIIIII -4.4 II 4 Owner's/Agent's Signature: Contractor's Signature: Property Address: Date: 1"-1 Permit Number: OOFING October 16, 2012 Miami Shores Village Building Department Stuart Lilly 9800 NE 13 Avenue Miami Shores, FL 33138 Re: Retrofit roof to wall connection To Whom It May Concern: Due to the design characteristics and size of the truss system of the above mentioned property, the cost of retrofitting the wall to roof connection is more than the allowable 15% by the Florida Building Code. (Scope of work) Remove 250 lineal ft. of tongue and groove wood sheathing to the entire perimeter of the house for access to the tie beam where the trusses rest. Once all of the straps are purchased and delivered to the site the straps will be mechanically attached to the tie beam with 1 3h " tap cons. Please note that one strap will be used per truss. After all straps are tied down to the perimeter and corners of the house, we will re- attach the sheathing back to its original state using ring shank nails. The cost of this work will be $1,200.00, which is more than 15% of the re- roofing contract therefore not required as per the Florida building code as defined in S.1609.2/101.2B. The retro fit process will cost $1,200.00 which is approximately 24% of the re- roofing cost of $5,000.00. Should there be any questions or concerns please feel free to contact our office. Sincer am Gonzalez V. President P.O. BOX 973135, Miami, Florida 33197 -3135 TEL: (305) 234-5234 FAX: (305) 234-5753 www,isaacsroofina.com.