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RF-12-1828Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 179362 Permit Number: RF -10 -12 -1828 Scheduled Inspection Date: November 21, 2012 Inspector: Bruhn, Norman Owner: D'AN, EVELYN Job Address: 1301 NE 103 Street Miami Shores, FL 33138- Project: <NONE> Contractor: CODA ROOFING, INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132050300100 Phone: 305481 -1060 Building Department Comments RE =ROOF FLAT 10/12/2012 - PENDING NOC 10/17/12 NOC PBROUGHT 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 20, 2012 For Inspections please call: (305)762 -4949 Page 8 of 27 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO. ///3 ?00 O3C2U(00 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 11111111111 11111 11111 11111 11111 111111111 1111 CFN 2012R0733250 OR Bk 28316 F'e 0867► (fps) RECORDED 10/17/2012 09:27t29 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: 732/ ,U /03 59 .,i'P/eo®," L/ 33/3 Ff'- 2. Description of improvement: %0'e -0,1-7 3. Owner(s) name and address: ' ,P« Ai f- Interest in property: .7/E /V'.v' .57" /1; Name and address of fee simple titleholder. / 33/-3 T 4. Contractor's name, address and phone number. ( 7O,' ' o fi�� ��L✓G •) , = /o G, ? v /U 4 J i /rte /Cer td ,/ .%3O /. 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: the expiration date is 1 year from the date of recording unless a different date Is speciies° WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. _ Signature(s) of Owne s) or Owners ' Authorized Officer/Director /Partner /Manager Prepared By ■ti %/7,/ 1R Prepared By Print Name '( U tM- f-ii SIO Print Name Title /Office Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this ir% 'day of �� - il%%�f- /�jU /a' y /Cfipci 5 c/o?,Yl ! /0 /c/ f/i4- /e�tCfry3iG /� By dividually, or ❑ as Personally known, or ❑ produced the following type of ident Signature of Notary Public: Print Name: (SEAL) �. C 0 u S EC 9 D ST Under penalties of perjury, I declare that I have read the foregoing an • ' that the facts stated in it are true, to the best of my knowledge and b Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner /Manager who signed above: By • By cation: • ,J711, 51FAIPIP Ii VI MARYLOZANO MY COMMISSION @ DD 987053 EXPIRES: June 16, 2014 ,ArfryP Bonded Thru Notary Public Underwriters 123.01-52 PAGE3 3/10 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (ncluding volunteer and elf- - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: !�� b NrSk. D Ay/L1 t MI'J 1 t k .. . PERMIT # E�4 -) 2:)s- ADDRESS: / 0 / I G-: /00 5 FOLIO NUMBER: //342 ' _2C 0/00 FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) t3j. TOTAL CUMULA1IV . COST OF IMPROVEMENTS (past and proposed): . VALUE OF PRINCIPAL STRUCTURE (attach appraisal): • • r`• 1; OWNERS SIGNATURE: PLANREVIEWER: 04/0 DATE:4ZZ PLAN SIGNATURE: DATE: REVIEWER t t 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 ■)10.3( B DING PERMIT APPLICATION ECEIIVED OCT 0 2012 FBC 20 1,0 Permit No. ,�- Master Permit No. l�il�'I�" t Permit Type: BUILDING ROOFING JOB ADDRESS: /3 0 / :/f/E A9-3 J� City: Miami Shores County: Miami Dade Zip: -3o /3 Folio/Parcel #: 1/3 Z 05-0 g0 6) /ao Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): r�r' Jl • ,4/7: 47/4° /Phone#:_ Address: /30/ ,U6 (e),3 City: ,' / 2O Ji - 5 Tenant/Lessee Name: Phone#: Email: 5-/ r‘6 State: tr/ Zip: 3-3/35' CONTRACTOR Company Name: ec-}1)4 eZvol /,=G, .2,41C • Phone#:. 3/61f/ ,76'60 Address: 416 7 ' 6- /0 / ti / City: /°°c,4a6 Qualifier Name: 27/0m z State Certification or Registration #: 6-6 /13 Contact Phone#: _..3/ 6 X/' /0 6 U Email Address: DESIGNER: Architect/Engineer: State: i Zip: 33c) /. Phone#: ! /'W _ /0 60 Certificate of Competency #: C00/070,4- F / /- cac,74 .1.4t1 . Phone#: Value of Work for this Permit: $ 3.6200 Square/Linear Footage of Work: Type of Work: °Addition °Alteration °New IRepair/Repla g Description of Work: — 'C?cf F//-a % °Demolition Color thru tile: ******** *********** ********* ***** ****** ees******************************************** Submittal Fee $ Permit Fee $ c 0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ MOO 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 t, ' ab e of such posted notice, the inspection will not be approved and a reinspection fee will be charged y /Merl Signature V /A%c�� Owner or Agent Signature Contractor The foregoing instrument was acknow ged before me this 2$4# The foregoing instrument was acknowledged before me this day of , 20424 byI s" a At /4a74 s7', day of 5Q /7 »/6d/ , 20 by Or/4".0, .Z z.-91 - who is personally known to me or who has produced ' who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTAR ' v Sign: Print My Commission Aki AMPY +P a MARYLOZANO "" '— zr MY COMMISSION it DD 987053 rai - :�'11 EXPIRES: June 16, 2014 V ;.i c4e' Bonded Thru Notary Public Underwriters NOTARY PUBLIC: ******************************* 3********************************************* N****** * * * * * * * * **Wl,**,R ********* APPROVED BY -147/1 Plans Examiner Zoning Structural Review Clerk (Revised 3/12i2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Miami -Dade My Home My Home Show Me: 1 Property Information Search By: Select Item LI t1 Text only Property Appraiser Tax Estimator -+ Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11 -3205- 030 -0100 Property: 1301 NE 103 ST Mailing ALFONSO DE ANDA Address: LINA M AMSHTA Living Units: 1301 NE 103 STREET MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138- Propert y Information: Primary Zone: 1100 SGL FAMILY - 2301 -2500 SQ CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 4/4 Floors: 1 Living Units: 1 Adj Sq Footage: 3,374 Lot Size: 10,350 SQ FT Year Built: 1963 $50,000/ $483,904 REPLAT OF TR B MIAMI City: SHORES BAY PARK Legal ESTS PB 63 -17 LOT 1 Description: BLK 6 LOT SIZE 90.000 X 115 OR 17568 -0805 0197 4 OR 27690 -4108 0411 01 Assessment Information: Year: 2012 2011 Land Value: $179,245 $149,371 Building Value: $354,659 $283,470 Market Value: $533,904 $432,841 Assessed Value: $533,904 $331,044 Exemption Information: Year: 2012 2011 Homestead: $25,000 $25,000 I ,2nd Homestead: YES YES Taxable Value Information: Year: 2012 2011 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $483,904 $50,000/ $281,044 County: $50,000/ $483,904 $50,000/ $281,044 City: $50,000/ $483,904 $50,000/ $281,044 School Board: $25,000/ $508,904 $25,000/ $306,044 Page 1 of 2 ACTIVE TOOL: SELECT Aerial Photography - 2009 My Home 1 Property Information 1 Property Taxes MY Neighborhood 1 Property Appraiser 0 Home I Using Our Site( Phone Directory I Privacy I Disclaimer 113 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webrnaster. Web Site © 2002 Miami -Dade County. All rights reserved. http://gisims2.miamidade.gov/myhome/propmap.asp Legend Property Boundary Selected Property Street Highway Miami -Dade County ■ Water W+ 9/18/2012 ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High-Velocity Hurricane Zone Uniform Permit Application Form. Section A (General information) s Process No. Master Permlt No. Contractor's Name Job Address /7//5 /2J 57/ - ROOF CATEGORY /Low Slope 0 Mechanically Fastened Tile 0 Asphaltic Shingles 0 Metal Panel/Shingles O Prescriptive BUR-RAS 160 ROOF TYPE 0 New Roof EKRerootIng 0 Recovering Low Slope Roof Area (SF) 5 c-/q I ° • Mortar/Adhesive Set Tile O VA* Shingles/Shakea - _ 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Section B (Roof Plan) Luduccleh talmudism: of sections and levels, clearly Identify thitionsiotta of elevated pressure zones and location of Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drelna parapets. Total (SF) 16.34 2010 FLORIDA BUILDING CODE — BUILDING 1 i , _. - - 1° 00 . c: az, .4 I A I \....._6_............,___,—... io d /c\ 40- 1 4 I . . . AIIIIIIIIIIIIIIIIIIA - 2010 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Bdttlon 2010 High - Velocity HunloaneZone Uniform Permit Application Form. Section C (Low Slope Application) RII in specific roof assembly components and Identity manufacturer (If a component le not used, identify as "NA") System Manufacturer: fat Product Approval No a - 42/ U y . Design Wind Pressures, From RAS 128 or Calculations: P1: - C%2. X P2 - 71. 7 Pit: - /0 8' Max. Design Pressure, hop the specific Product Approval system 5 Type: 4l a0 c/ Gauge Thickness: 5/T Slope: 1' AnchofBase Street & No of Ply(s): 2%; /o.SS ,ec`Sp Anchor/Base Sheet Fastener/Bonding trial: / %i ,es 17-67 ,vas�S Insulation Base Layer. Base insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Tbp Insulation Layer. Top insulation Size and Thiclvness: Top Insulation FastenerBonding Material: Base Sheets) & No. of Piy(s): Base Shoot Fastener/Bonding Material: Ply Sheet(a) & No. of Pty(s): Ply Sheet Fastener/Bonding Material: Pty: C °' ,S e. te7/ Top Ply FaatenerBoreding Material: 2010 FLORIDA BUILDING CODE — BUILDING Surfacing: Fastener Spacing for Anchor/ease Sheet Attachment: Reid: 9 " oo ® Lap, it Rowe v2 0 Y" oc Perimeter: oc 0 Lap, # Rowe . ail+ • ae Corner: " oo ® Lap,* Rows ! 7 " oc Number of Fasteners Per Insulation ®band: Field Corner illustrate Components Noted and Details as Applicable: Woodblaoldng, Gutter, Edge Termination, Stripping, Flashing, Congruous Cleat, cant StriP, Base Flashing, Courtier- Flashing, Coping, Eto. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Maters Thickness, Fastener type, Fastener Spacing or Sundt Manuhtulur- ere Details that Comply with RAS 111 and Chapter 16 C =gip �l fr. 7-Ater . #,/ /mJ5 /7 f, /0/i /off Z.? enSV#57011- / ?y3 C /7/r. 6 fir L a Parvet ys Mean Roof i Height 15.35 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. r . Aesthetics Workmanshlp: 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. 4, L. P Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Y L. P Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner � should notify the occupants of adjacent units of roofing to be performed. 4. A L, tt 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.,( L. A , Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. ( Overflow 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. P 1. k 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 - ` ;riding the service life of the roof. V hip 6t)-, a z�4 Owner /Agents Signature ate Contractor Signature Date Revised on 7/9/2009 LD • Mi BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLERBUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Buiit4Up 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 ge � app ' dung '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 pa _ = 1 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No:. 07- 1219.09 Expiration Date 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Caateaorv: Sub- Cateeorv: Deck Tyne: Maximum Design Pressure Roofing BUR Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak Buster"( MatrixTm 307 Premium Asphalt Primer GAF Mineral ShieldTm Granules Leak BusterTm !VJTM 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 Buster"( MatrixTM 204 Wet/Dry Roof Cement RUBEROIDD Modified Bitumen Flashing Cement LeakBusterTm MatrixTm 201 Premium SBS Flashing Cement GAFGLAS® 1175 Tat Dimensions Sneciflcatlon 3, 5, 55 gallons 60 & 1001b. bags 5 gallons I, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons Product Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built-up roofing. ASTM D 1863 ASTM 1227 ASTM D 2824 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. Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion Fbered. ASTM D-4586 Refined asphalt blended with a mineral ASTM D-3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date: 11/0013 Approval Date: 03120/08 Page 2 of 19 Product GAFGLAS®#80 ULTIMATM Base Sheet GAFGLAS® Flex PlyTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® EliminatorTM Perforated .GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator=( Nailable RUBEROID® SBS Heat-Weld"( Smooth RUBEROID® SBS Heat We1dTM Granule RUBEROID® SBS Heat-Weld"( 170 FR RUBEROID® SBS HeatWeldTM PLUS RUBEROID® SBS HeatWe1dTM PLUS FR RUBEROID® SBS Heat WeldTM 25 RUBEROID® Modified Base Sheet Dimensions 39.37" (1 meter) wide 39.37' (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide Various 39.3T' (1 meter) wide 1 meter (39.37 ") • wide 1 meter (39.37 ") • wide 1 meter (39.37 ") wide 1 meter (39.3T') wide 1 meter (39.37") wide 1 meter (3937 ") wide 39.37" (1 meter) wide Test Snecitication ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D3672 Product • Descrintion Asphalt impregnated and coated, fiberglass. base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type 1V asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. • ASTM D -6164 ASTIVI D -61.64 ASTM D -6164 ASTM D -61.64 ASTM D -6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 BUR Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT®EnergyCotem. Fiberglass base sheet impregnated and coated"on both sides with asphalt. Surfaced on the bottom side with inineral 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® 170FR 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 3937" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) . wide 3937" (1 meter) wide 39.37' (1 meter) Wide 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) Wide Test Specification ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164. ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM.D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929. ASTM D 635 Product Rescrintion SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber' mat Non-woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non-woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non-Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granule's. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, . polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with flue 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 Deck Type 1: Wood, Non - insulated Deck Description: 19/3; or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOufrM Fire Barrier Coating, VersaShieldeNon- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLASe #80 ULTIMATM Base Sheet, STRATAVENT® Eliminatorm Neilable, RUBEROIDe Modified Base Sheet, RUBEROID® 20, RUBEROIDe Heat We1dm Smooth or RUBEROIDe Heat We1dTM 25 base sheet mechanically fastened to deck as described below; • Fastening Options:. OAFGLASe Ply 4, GAFGLAS® Flex PlyTM 6, GAFGLASe #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 or9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure - 45psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS®Flex P1ym 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-Teem 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. (Maxhnum Design Pressure - 4Spsf, See General Limitation #7) GAFGLASe Flex P1yTM 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 5Z5psf, See General Limitation #0 GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID®Mop Smooth, base sheet attached to deck with approved 1'A" 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 psi; See General Limilalion #7) GAFGLASe 1175 Base Sheet or any of above Base sheets attached to deck with Drill TeoTM #12 standard, #14 or # 15 Screws and 3" Drill Teem steel plate or Drill-Teem AccuTrac Plates, 12" 0.0. 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 Teem 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 l7of 19 GAFGLAS® 1175 Base Sheet or any of above Base sheets attached to deck with Drill Tea= #12 standard, #14 or # 15 Screws and 3" Drill-Tec= steel plate or Drill Tec= AccuTrac Plates, 8" oo. 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. (Mains= Design Pressure —ZS 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 lbsfsq. 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 Buster= MatrIxTM 103 Cold Process Adhesive applied at a rate of 3 galisq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFOLAS® 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 Matriem 303 Premium Fibered Aluminum Roof Coating,.at 1.5 gal/sq. 4. Leak BusterTh Matrix= 715 , Leak Buster= Matrix= 322, TOPCOAT® MB+, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gaL/sq. 5. Leak Buster= Matrix= 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied .at lto-1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifioations and applicable Building Codes. Maximum Design Pressure: See Fastening Above 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 Flynt 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/" Dens DeckTM or '/2" 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- 40lbssq., 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 call 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 lb£, 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. 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 milers, 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 (Le. perimeters, extended corners and corners). (When this Limitation Ls 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: 11/14/13 Approval /late: 03/20 Page 19 of 19 GAF MATERIALS CORP R1306 1361 ALPS RD WAYNE, NJ 07470 USA "Ruberoid® 20" or . "Ruberoid® 20 HT" or "Ruberoid® Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. Y2-in. thick (minimum) gypsum board or 11/4-in. thick (min) G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints in the gypsum board and G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuardm Roofboard" are to offset a minimum of 6-in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS® Ply 4" or "Tri-Ply Ply 4" or "Tri-Ply® Ply 6" may be adhered to G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime? Roofboard" or "DensDeck DuraGuardTM Roofboard" in hot roofing asphalt. " EnergyGuard Ultra" is an acceptable alternate to " EnergyGuard" in any applicable Classification. "GAF Stratavent® EliminatorTM Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS® Perlite Insulation" may be utilized as a cover board over "EverGuard" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene referenced in any of the following Classfications include " EnergyGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "Tri-Ply® #75 Base Sheet ", or "GAFGLAS® #80 ULTIMA ") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "Tri-Ply® Ply 4 ", or "GAFGLAS 0 Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent® EliminatorTM Venting Base Sheet (Perforated)" or "GAF Stratavent® Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid'I 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 urethane or perlite/polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type Gl or "GAFGLAS Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6" hot mopped. Surfacing: — Gravel. 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 fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type Gl 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 () EnergyCapTM TM 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 fiber /polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type Gl " GAFGLAS® Ply 4 ", "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 0 EnergyCapTM BUR Mineral Surfaced Cap Sheet" 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (optional): — Any thickness perlite or wood fiber 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 "Tri-Ply® #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type G1 "GAFGLAS0 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® EnergyCapTM BUR Mineral Surfaced Cap Sheet." Surfaced Cap Sheet ". 12. Deck: C -15/32 Incline. 1 Insulation: — One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or phenolic, 1 -in. minimum (insulation joints offset a minimum of 6 -in. from plywood deck joints). Base Sheet: — One or more plies Type Gl " GAFGLAS® Ply 4" or "Tri-Ply'? Ply 4" or "GAFGLAS o Ply 6" or Type G2 "GAFGLAS 05 Base Sheet" or "Tri-Ply® #75 Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-P(y® Mineral Surfaced Cap Sheet ". Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Ruberoid® Torch Granule" or "Ruberoido Torch Granule Plus" or "Ruberoido Mop Smooth" or "Ruberoido Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "RuberoidO Mop Granule" or "Ruberoid® Mop Plus Granule" or "ROOFMatchTM SBS Modified Granular" or "Tri-Ply SBS Modified Bitumen Membrane" or "ROOFMatchTM APP Modified Granular" or "Tri-Ply® TP-4G" or "Tri- Ply® TP-4" or "Ruberoid® Dual Smooth." Cap Sheet: — "GASFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet ". 13. Deck: C -15/32 Incline: 1 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G2 " GAFGLAS@ #75 Base Sheet ", "Tri-Ply® #75 Base Sheet ", or Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri-Ply® Mineral Surfaced Cap Sheet ". Ply Sheet (Optional): — One or more plies Type 01. Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Ruberoid® Torch Granule" or "Ruberoido Torch Granule Plus" or "RuberoidO Mop Smooth" or "Ruberoido Mop Smooth 1.5" or "Ruberoidi? Mop Smooth Plus" or "Ruberoido Mop Granule" or "Ruberoid® Mop Plus Granule" or "ROOFMatchTM SBS Modified Granular" or "Tri-Ply® SBS Modified Bitumen Membrane" or "ROOFMatchTM APP Modified Granular" or "Tri-Ply® TP-4G" or "Tri-Ply( TP-4" or "Ruberoid® Dual Smooth ". Cap Sheet: — "GASFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet ". 14. Deck: C -15/32 Incline: 2