Loading...
RF-10-115 N O eM°s g Miami Shores Village z ° �e�T�e `Road 10050 N.E. 2nd Avenue a? ^ Y Miami Shores, FL 33138-0000 Phone: (305)795 -2204 E xpiration: 0712812010 Project Address Parcel Number Applicant 89 105 Street 1121360060160 Miami Shores, FL 33138 Block: Lot: CHRISTOPHER CHEVALIER Owner Info rmation Address Phone Cell CHRISTOPHER CHEVALIER 89 N. E. 105 ST. Contractor(s) Phone Cell Phone Valuation: $ 3,000.00 ISAACS ROOFING S INSULATION COI (305)2345234 (786)277 -9756 Total Sq Feet: 300 Type of Work: Re Roof For Inspections please call: Additional Info: FLAT ROOF (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Tin Cap Final Roof Roof Review Roof in Progress Renailing Affidavit Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $ RF -1 -10 -36886 $ 263.80 $ 263.80 Education Surcharge $0.60 $ �'�� Permit Fee - New Roof $250.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $263.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated February 05, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy February 05, 2010 1 ©� Miami Shores Village H) r � g Building Department JAW� 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 ----- Tel: (305) 795.2204 Fag: (305) 756.8972 BUILDING PermitNo.RF 10 PERMIT .APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) Z AEA & i #4 ajP9_aP- � Phone # Owner's Address CNS©( _ %f-7- . city i�yin - L,,R -. F-? State . zi p� Tenant/Lessee Name Phone # Job Address (where the work is being done) _ (� I n < % x City Miami Shores Village County Miami -Dade Zip 3 s/ . f� FOLIO / PARCEL # Is Building historically Designated YES NO Contractor's Company Name =� Phone # Ch Contractor's Address 2 _S "i r� � City asw� State - Zip Qualifier Name I �. �-1�_ Phone # State Certificate or Registration No. t_c'-Cj 5 ?� S !!Z5 Cr- Certificate of Competency No{ A ineer's Name (if applicable) Phone # i t t go 4 1M MUD <. `. MCI& M 4t dl� P td9trr y "f. , ve Type of Work: Alteration ❑ ew ❑ Demolition Describe Work: Submittal Fee $ Permit Fee $ ' CCF J ^ CO /CC Notary $ Training/Education Fee $_ 040 Technology Fee �'40 _ Scanning Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Dae $ See Reverse side N 2.`J� A�m Bonding Company's Name (if applicable) Bonding Company's Address City State zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. , Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this W) - The foregoing instrument was acknowledged before me this day of ,-Q M • , 20 , by day of 3 t t • . 20 t;—�D, by , who is personally known to me or who has produced who is personally known to me or who has produced a As identification and o as identifi at ALFA th. _ Ji NOTARY PUBLIC: E. B NOTARY of f y p - d FbdQa °�. Nale�f► may 30.2014 • r Cron Eon May 30.2010 C E DD WM4 c E DD WV4 Sign: d Nefio W NOW AWL Sig ya1 1 KMV Asa++. Print: k S Print: h8 My Commission Expires: hp, ° 2.0 /0 My Commission Expires: A(Ar I S ao Z v i 0 ����x�x���������xxxx���xx���x����x�xx����xxxxx�• x��xx: xxexexx�x�x��xxx�x��x�xxx�����x������� APPLICATION APPROVED BY: ���� Plans Examiner Engineer Zoning (Revised 07 /10/07) j Miami -Dade My Home Page 1 of 2 1 r , My Home' K Show Me: Property Information Legend Search` Pro Party Select Item Boundary Selected �.. Property ® Text on ,, iis6 t�'rt'1$Y � :� I� i.: •. � r� �,,, 3 Prrt�+A rais Tax Estimator "' tie:• . 0. Stmt t ' k Property Appraiser Tax Highway Comparison j. Mlaml de Portabi14 S..d,H . CaIculator � County e` tx Water Summary Details: F olio No.: 11- 21,36 008-0.16. 0_ Pro a 9NE105ST W 8 M ailing CHRISTOPHER CHEVALIER E A ddress: FtAFAEL ANDRADE B 9 NE 105 ST MIAMI 1� ORES FL 138 -2030 s< Property Information: 1000 SINGLE FAMILY Primary Zone: ESIDENCE� 01 RESIDENTIAL- CLUC: INGLE FAMILY Beds/Baths: Floors: 1 Laving Units: 1 Digital Orthophotography - 2007 0 112 ft A di Sq Footage: 12,349 Lot Size: ,259 SQ FT Y ear Built: 1942 DUNNINGS MIAMI MY -Home I P.rvpeltY.IM9rmatl9.n I P roperiY..T.axee SHORES EXT NO 2 PB I M Y ._Nelah.40 li9.0 I Property.Appralse...r Legal 1-78 LOT 16 BLK 202 Description: LOT SIZE 75.280 X 123 Home I Using Our Sfte I About 1 Phone Directoey I Privacy I Disclaimer R 10411 -999 0679 1 OC 21772 - 062710 , 12 0031 1 "° Assessment Information: If you experience technical difficulties with the Property Information application, ear: 2009 1 or wish to send us your comments, questions or suggestions and Value: $142,919 1$216,9831 please email us at Webmaster uildin Value: 121105 2 231,27 arket Value: $360,971 28 seed Value: $277,678 1$277, 401 Web Site Exemption Information: O 2002 Miami -Dade County. All rights reserved. ear: 2009 2008 Homestead: $25,000 1 $25,000 [2 nd Homestead: I YES I YES Taxable Value Information: Year: 2009 2008 Applied Applied T axing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50 $227,678 $227,401 County: $50,000/ $50,000/ $227.678 $227,401 City $50,0001 $50,000/ $227,678 $227,401 School Board: $25,000/ $25,000/ $252,678 $252,401 Celn In4n.•.wst {nn• http: / /gisims2. miamidade .gov /MyHome /Propmap.asp 1/22/2010 •- Miami -Dade My Home Page 2 of 2 VQIQ II II VIIIIOVVIt. ale Date: 10/2003 Sale Amount: 20,000 Se le D/R: 1772 -0627 Sales Qualification Sales which are qualified Descri tton: Vie... Additionel.. Additional Information: lick hereto w. more informalk, for.lhi§ _operly. Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone oning Land Use rban Development Boundary oning Non -Ad Valorem Assessments http: / /gisims2. miamidade .gov /MyHome /Propmap.asp 1/22/2010 10050 NE 2 nd Ave * Miami Shores, A 33138 Phone 305 - 795 -2204• Fax 305- 756 -8972 1g W' K TE�.( OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SE5CTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2 Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: cf� pi� Roofing Permit Number: Dear Building Official: I certify that I am not required to retrofit the roof to wall corm ctions of my building because: he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name OLGA E. State of Florida No"Pubk - SINO County of Dade CoNsiMoeEnpYwED COWAO" # W ®onNd 8y Naft* N The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this day of 3'4 y► Z.o/ a . Notary Public, Sate of Florida at Large When the just valuation of the structure for purpose of ad valorem t ation JGenal o or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a Contra ctor for the Roof to Wall connection Hurricane Mitigation. Section A • • • • • ' ' % ' • MIAMI-DpADE M am o UdW4 Department Electronic Application Hibh a ,N is aZ(;n¢ Roofing Permit Application Form • "Delivering Excellence Every Day" • � � • } S ( raj ornation) • sl . ! �-' Master Permit No: F Process • ` • • • • JAN 2 5 2010 Contractor's Name: Job Address: ,--,� Roof Category L►� Low Slope El Roof Fastened Tile ❑Mortar /Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type 11 ,--, New Roof L Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes L,d"No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft 2) `' �""� Steep Sloped area (ft. Total (ft.') Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include ,dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. I Perimeter Width (a'): Corner Size (a' x a'): 1� I� APPROVED BY ZONING DEPT LDG DEPT 42 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULA71ONS Section C • • • • • • • • • • • • • • • • • • • • • • MIAMI -DACE Miami -Dade County Building Dej)artmept Ele6tronic Application High Vel2eipr IJorricania Zone:AoofingPPerrrt§t 4pplication Form ° lJcdis�crirap; £xcczldtaxcc: Ev' >ry Day" Spctidn Cp%g8tL o SIOOe ROotSystems) Fill in the specific roof assembly components, l ?& compenent7SAat r6quirec� ( not applicable (n!a) in the text box. ROOF SYSTEM MANUFACTURER: T S Top Ply: • • ••• �� Product Approval (NOA): �'i + t, i �,, System Type: • o • r • • • • • p.Ply Fastening / Bonding Material: • • • • • Wind Uplift Pressures, From RAS 128 or Sealed Calculation ;: • • ' • • • (P1) Field: psf Surfacing: SINGLE PLY MEMB NE: (P2) Perimeters:'_ psf Single Ply Manufacturer/ Type: (P3) Corners: ' psf Maximum Design Pressure From NOA: psf Single Ply Sheet Width: " 1/2 Sheet Width: " Roof Slope: t � g " " : 12 Roof Mean Height: ` ft. No. of Single Ply 1/2 sheets: = Parapet Walls: Ell o Yes Parapet wall Height: ft. Single Ply Membrane Fastening / Bonding Material: Deck Type: r , .,., �_* ❑FASTENER SPACING FOR BASESHEET ATTACHMENT Support Spacing: " o/c ❑ SINGLE PLY MEMBRANE ATTACHMENT ���� ,c� Existing Roof: . ! " o/c @Laps & v rows Cs " Alternate Deck Type: 1 Field: o/c f` 2. Perimeter: " o/c @ Laps & E rows ! " o/c Fire Barrier. 3. Corner. " o/c @ Laps & Mrows " o/C Vapor Barrier: NU FASTENERS PER INSULATION BOARD: J" 1. Field: 2. Perime ` 3. Comer: Anchor Sheet: Insulation Fastener Type Anchor Sheet Fastener/ Bonding Material: WOOD NAILER TYPE AND SIZE: I P' .o S r Insulation Base Layer Size &Thickness: j'J a 1 , Wood Nailer Fastener Type, and Spacing: Insulation Base L yer Fastener / Bonding Material: + EDGE & COPING METAL SIZES: Insulation Top Layer Size & Thickness: Edge Metal Material. ; Edge Size: Insulation Top L er Fastener / Bonding Material: Hook Strip Size: I — SELECT EDGE METAL HOOK STRIP SIZE -- Edge Metal Attachment: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener / Bonding Material: Coping Material: FSELECT PARAPET WALL COPING MATERIAL- - A Coping Size: - -SELECT COPING METAL SIZE OR THICKNESS — Ply Sheet(s) & No. of Ply(s): SELECT COPING ME ook Strip Size: -- T OO AL HK STRIP SIZE -- H � Parapet Coping Metal Attachment: Ply Sheet Fastener/ Bonding Material: h�T . ... Section C2d • • • •' ' �' " " • MIAMI' E ••• • : Miami -Dwde Cgpn4PBuilding Department Electronic Application • Nigh Velb*W Hprrjc *ne Zone Roofing Permit Application Form "Delivering E xcellence Every Da i * •: • :01 G • • • • • • •• • • • •• ••• •• Illustrate Components Noted and Cletalld a § ;ftppAeable: Woodblocking, Gutter, Edge Term inatj or&i5i0pling /Pkitshtng, 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 16. Parapet Wall t#eight N N /t ft, Mean Roof Height Owners Notification Form 07 MIAMI.OQDE • ••• • • "C')c =flveafraW 1'xc�e >fferrrcr Every C3as•" •' • 5�CTION��y4 • • • HIGH VELOCITY HURRICANE ZONE- kEOUIRFD OW:4ERS:Nc:rIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this seCLY, it is in; responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owr}gr. th @content of this section. The provisions of Chapter 15 of the Florida Building Code;BilU -the rqinimum requirements and standards of the industry for roofing system installations. Adait'oi 4l}L th$ follo4ing items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the 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. 2. Renailing 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). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. 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 o£ Chapter 15 and 16 herein and the Florida Building Code, Plumbing. V 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's /Agent's Signature: Date: Contractor's Signature: � � �--- — .,_ g - Permit Number: Property Address: •• •• • • • •• •• • • • ••• MM IDADE. MIAMI -DADE COUNTY, FLORIDA • • • • ; • • • ; METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIAN@EOFJCe(BWO) ; ; 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION • •.. • • • • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (Np& • • . •' 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 Built -Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 thro gh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 MIAMI-DADEC Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 • ••• • • • • • • • ••• ROOFING SYSTEM APPROVAL Category: Roofing , • Sub - Category: • BAR •" ' • • • • Deck Type: Wood Maximum Design Pressure -71 psf: ••, tS Al'�CJFAC;Vkft OR LABELED BY APPLICANT: TRADE NAMES OF PRODUG TABLE 1 Test Product Product Dimensions Specification Description Leak BusterTM MatrixTM 3, 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote 307 Premium Asphalt adhesion of asphalt in built -up roofing. Primer GAF Mineral ShieldTM 60 & 100 lb. bags ASTM D 1863 Granules for surfacing of exposed asphalt, Granules cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Leak BusterTM MatrixTM 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 303 Premium Fibered Aluminum Roof Coating LeakBustefrm MatrixTM 55 gallons Elastomeric roof coating. 322 Elastomeric Roof Coating LeakBusterTM MatrixTM 55 gallons Asphalt emulsion Fbered. Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 1, 5 gallons ASTM D -4586 Refined asphalt blended with a mineral 204 Wet/Dry Roof ASTM D -3409 stabilizer and fibers. Permits adhesion to Cement wet and dry surfaces. RUBEROID Modified 5 gallons ASTM D 4586 Fiber reinforced, polymer modified Flashing Bitumen Flashing cement Cement LeakBustefm MatrixTM 5 gallons ASTM D 4586 Asphalt flashing Cement 201 Premium SBS Flashing Cement GAFGLAS #75 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 CMAMEWD Expiration Date: 11/04/13 • Approval Date: 03/20/08 Page 2 of 19 Test Product Product Dimensions Specification • Description GAFGLAS #80 39� (t. mete*; 1}eAM 11460?. Asphalt impregnated and coated, fiberglass ULTIMATM Base Sheet • wide • • base sheet GAFGLAS 39.37 ".(J meter). A£»TM-.&2VS Type VI asphalt impregnated glass felt with Flex PlyTM 6 %ide:.: • • asphalt coating. GAFGLAS Ply 4 39.37" (1 rfletbr) • ASTUYS 2178 Type IV asphalt impregnated glass felt with wide asphalt coating. GAFGLAS Mineral 39.37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet wide surfaced with mineral granules. GAFGLAS 39.37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet EnergyCapTM Mineral wide surfaced with mineral granules with factory Surfaced Cap Sheet applied layer of TOPCOAT EnergyCoteTM. GAFGLAS 39.37" (1 meter) ASTM D 4897 Fiberglass base sheet impregnated and STRATAVENT wide D 3672 coated on both sides with asphalt. Surfaced EliminatorTM Perforated on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. GAFGLASO Flashing Various Asphalt coated glass fiber mat flashing sheet available in three sizes. GAFGLAS 39.37" (1 meter) ASTM D 4897 Fiberglass base sheet impregnated and STRATAVENT wide D 3672 coated on both sides with asphalt. Surfaced EliminatorTM Nailable on the bottom side with mineral granules embedded in asphaltic coating. RUB EROID SBS 1 meter (39.37 ") ASTM D -6164 Non -Woven Polyester mat coated with Heat - WeIdTM Smooth wide polymer- modified asphalt and smooth surfaced. RUBEROID SBS 1 meter (39.37 ") ASTM D -6164 Non -Woven Polyester mat coated with Heat - WeIdTM Granule wide polymer modified asphalt and surfaced with mineral granules. RUBEROO SBS I meter (39.37 ") ASTM D -6164 Non -Woven Polyester mat coated with fire Heat - WeIdTM 170 FR wide retardant polymer modified asphalt and surfaced with mineral granules. RUBEROO SBS 1 meter (39.37 ") ASTM D -6164 Non -Woven Polyester mat coated with Heat - WeIdTM PLUS wide polymer modified asphalt and surfaced with mineral granules. RUBEROID' SBS 1 meter (39.37 ") ASTM D -6164 Non -Woven Polyester mat coated with fire Heat - Weld''" PLUS FR wide retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID SBS 1 meter (39.37 ") ASTM D -6164 Non -Woven Polyester mat coated with Heat - WeIdTM 25 wide polymer - modified asphalt and smooth surfaced. RUBEROID Modified 39.37" 0 meter) ASTM D4601, Premium glass fiber reinforced SBS Base Sheet wide Type II, UL modified base sheet Type G2 BUR NOA No.: 07- 1219.09 MIAMI r) NTY COU Expiration Date: 11/04/13 • • R Approval Date: 03/20/08 Page 3 of 19 • ... . ... go • Test Product Product D Specification • • Description • AC .TM D.4163 3 • SBS modified asphalt base sheet and RUBEROID 20 39 $ 7:' (l:metec� • • wide • • ASTM D 5-147 interply sheet reinforce with a glass fiber mat. RUBEROID" Mop 39.37;jt rdefsr } •A" �TTAN 6M2 Non -woven polyester mat coated with Granule wide: f�.3IV:D 5147% polymer modified asphalt and surfaced with • • • ' • • • • • • mineral granules. RUBEROID Mop Plus 39.37" (1 meter) ASTM D 6222 Non -woven polyester mat coated with (Granule) wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP 39.37" (1 meter) ASTM D 6164 Non -woven polyester mat coated with Smooth wide ASTM D 5147 polymer - modified asphalt and smooth surfaced. RUBEROID MOP 39.37" (1 meter) ASTM D 6164 Non -Woven polyester mat coated with fire 170FR wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID" MOP FR 39.37" (1 meter) ASTM D 6164 Non -Woven polyester mat coated with fire wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granule's. RUBEROID" TORCH 39.37" (1 meter) ASTM D 5147 Heavy duty, polyester reinforced, asphalt Smooth wide modified bitumen membrane, smooth surface. RUBEROID TORCH 39.37" (1 meter) ASTM D 5147 Asphalt impregnated, coated felt, surfaced Granule - wide with mineral granule. RUBEROID TORCH 39.37" (1 meter) .. ASTM D 6222 Heavy duty, polyester reinforced, asphalt PLUS (Granule) wide ASTM D 5147 modified bitumen membrane, granule surface. RUBEROID TORCH 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated FR wide ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. RUBEROID 170FR 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated TORCH Wide ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. RUBEROV 30 39.37" (1 meter) ASTM D 6163 Non -woven fiberglass mat coated with wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBEROID" 30 FR 39.37" (1 meter) ASTM D 6163 Non -woven fiberglass mat coated with fire wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID 39.37" meter) ASTM D 6298 Woven fiberglass mat coated with Polymer ULTRACLAD wide ASTM D 5147 modified asphalt and surfaced with aluminum, copper or stainless steel foil. RUBEROID Dual FR 39.37" (1 meter) ASTM D 6164 Non -woven polyester and fiberglass mat Wide ASTM D 5147 coated with file retardant, polymer modified asphalt and surfaced with mineral granules. Vent Stacks (metal and TAS 100(A) One way valve vent used to relieve built -up plastic) ASTM D 1929 pressure within the roof system. GAF Vent ASTM D 635 Stacks are available in metal or plastic. NOA No.: 07- 1219.09 M AMI• A ou NTY Expiration Date: 11/04/13 •. , Approval Date: 03/20/08 Page 4 of 19 Test Product Product Dimensions staecifi s€Mtion Description Leak BusterTM MatrixTM :5 gallons ;, AJTM DU24,•'Non- fbered aluminum pigmented, asphalt 302 Non Fibered Type I roof coating. Aluminum Roof Coating .. . . . .. ... .. GAF Built -Up Roofing 100 1' 0 Mrs: ; RSTMb312,; Interply mopping and surfacing asphalt. Asphalt Wk: ; ' •' Types 4! tI, i1� and IV RUBEROID MOD 601b. kegs SEBS modified asphalt. Asphalt, Asphalt L & Asphalt P Leak BusterTM MatrixTM 5 gallons Surface coating for smooth surfaced and 602 mineral surfaced roofs. Leak BusterTM MatrixTM 5 gallons Surface coating for smooth surfaced and 715 mineral surfaced roofs. LeakBusterTM MatrixTM 2 gallons Surface coating for smooth surfaced and 531 WeatherCoteTM mineral surfaced roofs. SeamCoteTM 2, 5 gallons proprietary Elastomeric roofing membrane. FireOutTM 5, 55 gallons Low VOC, fire barrier coating. VersaShiele 350 sq ft. roll Non- Asphaltic Fiberglass -Based Underlayment. VersaShield FB -1 S 350 sq ft. roll Non - Asphaltic Fiberglass -Based Underlayment. VersaShield FB -2S 350 sq ft. roll Non - Asphaltic Fiberglass -Based Underlayment. TOPCOAT' FireShiele 5, 55 gallons ASTM D -412 Elastomeric roofing membrane MB ASTM D -21 -96 ASTM D1475 ASTM E -1644 Leak BusterTM MatrixTM 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt 201 SBS Flashing Adhesive — Flashing Grade. Cement Leak BusterTM MatrixTM 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt 102 SBS Adhesive Adhesive. Leak BusterTM MatrixTM 5 gallons ASTM D4586 Cold Applied Modified SEBS Asphalt 202 SBS Flashing Adhesive — Flashing Grade. Cement Leak BusterTM MatrixTM 5 gallons ASTM D4586 Standard Plastic Asphalt Roofing Cement 203 Plastic Roof Cement Leak BusterTM MatrixTM 5 gallons ASTM D3019 Cold Applied Asphalt Adhesive. 103 Cold Process Adhesive NOA No.: 07- 1219.09 MiAM4DADP C Expiration Date: 11/04/13 NT • Approval Date: 03/20/08 Page 5 of 19 Test Product Product Dimensions Specification • Description Leak BusterTM MatrixTM ; S,g a1Sons • 14 Q i$2% *Fibered aluminum coating. 303 Fibered Aluminum Roof Coating Leak BusterTM MatrixTM 5 ;AgMCD28T Non -f bered aluminum pigmented, asphalt 304 Non Fibered • • • , • , Typed • • roof coating. Aluminum Roof Coating .APPROVED INSULATIONS: Table 2 Product Name Product Description, Manufacturer (With Current. NOA) EnergyGuardTM RA, RN Polyisocyanurate foam insulation BMCA Composite A & N Polyisocyanurate foam insulation with GAF Materials Corp. high density fiberboard or Permalite perlite insulation. EnergyGuardTM Fiberboard Fiberboard insulation. GAF Materials Corp. EnergyGuardTM Permalite Perlite insulation board. GAF Materials Corp. EnergyGuardTM GAFCANTTM Cut perlite board GAF Materials Corp. . EnergyGuardTM Permalite Recover Perlite recover board GAF Materials Corp. Board EnergyGuardTM Tapered Edge Strip Tapered perlite board GAF Materials Corp. EnergyGuardTM Perlite Perlite insulation board GAF Materials Corp - EnergyGuardTM High Density High density wood fiberboard insulation. GAF Materials Corp. Fiberboard EnergyGuardTM Composite Polyisocyanurate /wood fiberboard BMCA composite EnergyGuardT Composite RA Polyisocyanurate /wood fiberboard BMCA composite Wood Fiber Wood fiber insulation board generic High Density Wood Fiberboard Wood fiber insulation board generic Perlite Insulation Perlite insulation board generic Dens Deck, Dens Deck Prime, Water resistant gypsum board G -P Gypsum Corp Dens Deck Dura GuardTM Structodek Wood fiber insulation board Knight Celotex SecurockTM Fiber reinforced roof board USO Corporation NOA No.: 07- 1219.09 Expiration Date: 11/04/13 CMIAMIDAD COUNTY Approval Date: 03/20/08 Page 6 of 19 .. .. . . . .. .. . • • • . ... APPROVED FASTENERS: • • • • .... ... .. .. . . ,. . TASLE03 ; ; • • • • 009 • Fastener Product 0 •0 Product Manufacturer Number Name DescriFtioq, Dimensions (With Current NOA) .. •• • 1. Drill -TecTM #12 StaliZrd.eln;ulrt $ tener'and Various GAF Materials Corp. #14 and #15 extra He a�•y : PAp'PIty%ahmereor Duty Fastener, Heavy steel, wood & concrete Duty Roofing Fastener decks. 2. Drill - Tec'''h ASAP Pre - assembled Drill- Various GAF Materials Corp. TecTM Fasteners and metal and plastic plates. 3. Drill -TecTM # 12 or #14 Base sheet fastening Various GAF Materials Corp. Standard screws with assembly. AccuTrac Plate 4. Drill -TecTM Galvalume Round Galvalume stress 3" and 3 %2" GAF Materials Corp. Plates plates. 5. Drill -TecTM Round polypropylene 3" and 3 %" GAF Materials Corp. Polypropylene Plates stress plates. 6. Drill - TecTM AccuTrac Square Galvalume 3" Square GAF Materials Corp. Plate coated steel plate. EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07.02.97 J.1.3B9Q1:AM 4470 01.08.98 J.I.ODOA8.AM 4470 07.09.99 J.I. OD I A&AM 4470 - TAS 114 07.29.94 J.I. OY9Q5.AM 4470 - TAS 114 04.01.98 3029832 4470 - TAS 114 05.11.07 PRI Asphalt Technologies, Inc. GAF - 012 -02 -02 Physical Properties 11. 06.01 GAF - 020 -02 -01 ASTM D 4977 02.01.02 IRT of S. Fl. 02 -005 TAS 114 01.18.02 02 -014 TAS 114 03.22.02 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 MIAMtUADECO�TY Approval Date: 03/20/08 Page 7 of 19 • • ••• • • • • ••• Deck Type 1: Wood, Nod- insulated. • •• . . . . •• Deck Description: 19 ' ' p /32.0 grater plywood -or wDDd I3lahk decks System Type E: Base sheet mechanically fastened. ' All General and System Limifatio • 1 ' • ' Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ® Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT® Eliminatofrm Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID Heat- WeldTM Smooth or RUBEROID Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS Ply 4, GAFGLAS' Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring. shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS -Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM # 12 standard, 414 or 4 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —4S psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS' 975 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 #80ULTIMATM, RUBEROID ® 20, RUBEROID 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 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 07- 1219.09 !AM!•DADE OUNTY Expiration Date: 11/04/13 . • • • • Approval Date: 03/20/08 Page 17 of 19 #75 Base Sheet or any of above Base sheets attached to deck with GAFjLAS Drill #12 standard, #1 1:)r x,15 Screws and 3" Drill -TecT" steel plate or Drilt -'*cV AceArravPlaths, V o:c.in 4 rows. One row is in the 2" side lap. Thebther rows atg pgQatly spaced approximately 9" o.c. in the field of the sheet. ( Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or rnarapkes of QA =ASOPLY 4, #80 ULTIMA, RUBEROID MOP Smooth or 1ti;Dl.,, 2Q10 adherco in a full mopping of approved asphalt applied.Vtthsn !he M Ange anti 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- 401bs. /sq. Surfacing: (Optional, required if RUBEROID D MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS' Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT`' MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT Surface Seal, TOPCOAT'' Fireshiele SB Solvent based Elastomeric Roofing 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.: 07- 1219.09 MIAMI• cauNn Expiration Date: 11/04113 ... , Approval Date: 03/20108 Page 18 of 19 WOOD DECK SYSTEM LY1VMIXTIOAI'� ;,• :• and $ll x 191�M 6 • Afien used as a mechanically fastened base or anchor 1 A slip sheet is required with Ply sheet. • • •' ' •' 2. Minimum ' /a" Dens DeckTM or 1 /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 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psE 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 2751bf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be. submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 1219.09 Miami as E Cour�rir Expiration Date: 11/04/13 ... t Approval Date: 03/20/08 Page 19 of 19 TGFU.R1306 -Roofing Systems Page 2 of 48 The use of gypsum board under any of the following lass APB Or Q s�%tems does not adversely effect the rating. The use of 1 /2 -in. minimum gypsum board is an acceptable alternate for insulation over C -15/32 decks. • The use of polystyrene insulation board between mintnum YVih.th:& perlite*boardParT deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable a lterr:te:fo%iyi%ocyanerate• oatd in :he &llpwing Class A, B or C systems. "EnergyGuard RA" or "Tapered EnergyGuard RQ' or r?ergyGuard Composite RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. •• • • • •• ••• •• Trumbull "Perms Mop" may be utilized with any of the feildbvir=lj 'Qstal FAIj Systems with Hot Roofing Asphalt ". "GAFGLAS #80 Premium Base Sheet" may be useil4jn awy Of the•follewiftg systems "GAFGLAS Flex Ply 6" and "Tri -Ply Ultra- Flexible Ply 6" are suitable alternates to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2 to 3 - gal /100- ft "Ruberoid Dual Smooth" may be used as an alternate to "Ruberoid Mop Smooth" or "Ruberoid 20" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanu rate 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 G1 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 G1 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'. 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 GS "GAFGLAS Ply 4" or "Tri -Ply Ply 4 ", "GAFGLAS Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet ". deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. 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 "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 ". 5. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet ". Ply Sheet: — One or more plies Type G1 "GAFGLAS Ply 4" or "Tri -Ply Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet ". 6. Deck: C -15/32 Incline: 2 http : / /database.ul.com /cgi- bin/XYV/ template /LISEXT /1 FRAME /showpage.html ?name =T... 1/25/2010 Y Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 134141 Permit Number: RF -1 -10 -115 Scheduled Inspection Date: February 09, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: CHEVALIER, CHRISTOPHER Work Classification: Flat Job Address: 89 NE 105 Street Miami Shores, FL 33138 - Phone Number Parcel Number 112136006016 Project: <NONE> Contractor: ISAACS ROOFING & INSULATION CO RP Phone: (305)234 -5234 Building Department Comments RE ROOF FLAT ROOF IN REAR Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 08, 2010 For Inspections please call: (305)762 -4949 Page 16 of 25