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RF-12-0746Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 172804 Permit Number: RF -4 -12 -746 Scheduled Inspection Date: May 21, 2012 Inspector: Bruhn, Norman Owner: HINTERKOPF, ERNEST Job Address: 1200 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132050250010 Phone: (305)953 -3333 Building Department Comments RE -ROOF TO A NEW MINERAL CAP SHEET ROOF 2ND STORY SE SIDE ROOF Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 18, 2012 For Inspections please call: (305)762 -4949 Page 20 of 38 i RE: Permit# RF-4-12-746 Carlos Arocho (Print name and circle License Type) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT License #: 000017889 May 9, 2012 (Date & time) Secondary water barrier work at 1200 N.E. 102 Street Miami Shores, Fl 33138 (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) On or about DATE: May 9, 2012 licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector , I did personally inspect the roof deck nailing and 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 `7 ° day of Notary Public, Sate of Florida' at Large 0/a OTARY PUBLIC•STATE OF FLORIDA "" Marylou Hernandez s Commission #DD930046 „,,,o'` Expires:. OCT. 10, 2013 BONDED THRU ATLANTIC BONDING CO., INC. *General, Budding, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection Revised on 5/21/2009 NOTICE OF COMMENCEMENT • A RECORDED COPY MUST BE POSTED ON THE JOH SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA COUNTY OF MIAMI -DADE: TAX.F000 NO. 11-3205-025-0010 1111 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. 111111111111111111111111111111111111111 C FN 2012R0297574 OR !?F, 28087 Ps 4930; c1) RECORDED 04/26/2012 11:59:54 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street/address: 1200 N.E. 1 02 Street Miami Shores, Florida 33138 2. Description of improvement: Reroof to a new Mineral Cap sheet roof. 3. Owner(s) name and address: Ernest C. Hinterkopf 1200 N.E.. 102 Street Miami Shores, Fl 33138 Interest in property: Owner 'Name and address of fee simple titleholder: N/A 4. Contractor's name and address: Quality Roofing Contractor, Inc. 13800 N.W. 1st Avenue Miami, F1 33168 5. Surety: (Payment bond required by owner from contractor, if any) Nameand address: N/A Amount of bond $ 0 0 6. Lender's name and address: N/A STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that w trtrd ral4�r�`iYt: -1r 7. Persons within the state of Florida designated by •wner` 941 om a - - -r docur'Re is may be scilved as provided by Section 713.13(1)(a)7., Florida Statutes, WITNE•- y 1:d grid OOfild�al . Name and address: N/A HARVEYj. Vi maLE ,O Cures :+deauntlf C url ?, „Se,: 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 and address: N/A 9.. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is s ecified) 0 i,„„. E, 1 'Inj-til„tc Signature of Owner l Print Owner's Name' E r it ts+ C . - 1 tn@ r-ktj fC • day of . i , 20 Sworn to and subscribed before me this Notary Public Print Notary's Name NOTARY PUBLIC STATE O F A My commission expires: Marylou Hernand Commission #DD930046 ,/ Expires: OCT. 10, 2013 BONDED THRU ATLANTIC BONDING CO., INC. 123.01 -52 PAGE 4 1 0 /04 Prepared byMarylou Hernandez Quality Roofing Contract Address:1 3800 N.W. 1st Ave Miami, Florida 33168 (305) 953 -3333 a • 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 FBC 20 Permit Type: BUILDING Owner's Name (Fee Simple Titleholder) Ernest C. Hinterkopf Permit No. Master Permit No. IECMETE APR262612 2---`140 Phone# (305)754-9119 Owner'sAddress 1200 N.E. 102 Street City Miami Shores State Florida Zip 33138 Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 1200. N.E.„ 1 0 2 Street City Miami Shores Village County Miami -Dade - Zip 3 313 8 FOLIO /PARCEL# 11- 3205 - 025 -0010 Is Building Historically Designated YES NO X Contractor's'Company Name Qua lity Roofing Contractor Contractor's Address 13800 N. W.• 1st Avenue City Miami State Fl Qualifier Name Carlos Arocho State Certificate or Registration No. RC 0 0 5 8 6 2 7 Contact Phone ( 305) 953 -3333 Phone # Flood Zone (305) , 953 -3333 Zip 331 68 Phone# (786) 367 -2029 Certificate of Competency No. 0 0 0 017 8 89 E -mail qualityroofing88 @yahoo.com Architect/Engineer's Name (if applicable) Valve of Work For this Permit $ 5 , 0 0 0.0.0 Phone # Square / Linear Footage Of Work: 4005 g f t. Type of Work: DAddition ❑Alteration ['New © Repair/Replace 0 Demolition Describe Work: Reroof to a new Mineral Cap sheet roof2nd story SE side roof. Submittal Fee $ Permit Fee $ c." CCF $ CO /CC $ Notary $ Scanning $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ Training/Education Fee $ Radon $ DPBR $ Technology Fee $ Bond $ See Reverse side -4 r Bonding Company's Name (if applicable) 1.• 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. Signaturey;, Owner or Agent The foregoing instrument was acknowledged before me this /9 day of A,p-J , 20 ), by F/4.e14- C : r/a� ', who is personal known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTARY PU}3 � illATE Or FLORIDA " Marylou Hernandez Commission #DD930046 Expires: OCT. 10, 2013 RONDO Tun ATLANTIC BONDING CO., INC. * ******* tit****************************************** * * * ***** * ** * * * *** ** * * *** ** ** *, *** * *** r�r ti *� i r** Signature Contractor The foregoing instrument was acknowledged before me this /9 day of l , 20 )- , by (Jos r o c4 -c who is personal�nown to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: NOTARY PUBLIC -STATE OF FLORA My Commission Expires,,. "' ® Marylou Hernandez Commission #DD930046 a�ues: OCT 10, 2013 APPROVED BY - Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07XRevised 06/10/2009) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Ernest C. Hinterkopf Date: 4/19/12 Property Address: 1200 N.E. 102 Street Miami Shores, F1 33138 Roofing Permit Number: Dear Building Official: 1 Ernest C. Hinterkopf certify that I am not required to retrofit the roof to wall connections of my building because: g The 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 State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is Swom to and subscribed before me this d of Notary Public, Sate of Florida at Large the owner for the above property mentioned. Y PUBLIC -STATE OF FLORIDA 20/ Marylou Hernandez Commission #DD930046 • „.' Expires: OCT. 10, 2013 BOND-ED THRU ATLANTIC BONDING CO., INC. • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more `T” an $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 .Property Information Map My Home Miami -Dade County, Florida e Property Information Map Aerial Photography - 2009 0 > This map was created on 4/18/2012 5:11:43 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Close 57 ft Page 1 of 1 MIAMI•DADE Summary Details: Folio No.: 11- 3205 - 025 -0010 Property: 1200 NE 102 ST Mailing ERNEST C HINTERKOPF Address: &W JANE Living Units: 1200 NE 102 STREET MIAMI Adj Sq Footage: FL Lot Size: 33138 -2618 Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 4/3 Floors: 2 Living Units: 1 Adj Sq Footage: 2,885 Lot Size: 13,839.80 SQ FT Year Built: 1941 $25,000/ $186,715 PB 42 -25 BAY BREEZE SEC MIAMI SHORES Legal LOT 1 BLK 185 LOT Description: SIZE IRREGULAR OR 14998 -953 0491 1 OR 14998 -0953 0491 00 Assessment Information: Year: 2011 2010 Land Value: $199,314 $165,916 Building Value: $220,723 $220,723 Market Value: $420,037 $386,639 Assessed Value: $211,715 $208,587 Exemption Information: Year: 2011 2010 Homestead $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2011 2010 Taxing Authority: Applied Exemption / Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $161,715 $50,000/ $158,587 County: $50,000/ $161,715 $50,000/ $158,587 City: $50,000/ $161,715 $50,000/ $158,587 School Board: $25,000/ $186,715 $25,000/ $183,587 Sale Information: Sale Date: , /1991 Sale Amount: '.285,000 Sale O /R: 14,98-0 Sales Qualification Sales which are qualified Description: e w .add do ma Saes http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade. go... 4/18/2012 ROOF ASSEMBUES AND ROOFTOP STRUCTURES APR 2 6 211i2 I' Florida Building Code Edition 20c0`° __m__®_m__o®_omom__- High-Velocity Hurricane Zone Uniform Permit Application Form. Section A.(General Information) Master Permit No. Process No.g4:12, Contractor's Name Quality Roofing Contractor, Inc,,. Job Address 1200 N.E. 102 Street IR Low Slope ❑ Asphaltic Shingles ❑ New Roof 1ZIC Reroofing Low Slope Roof Area (SF) ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Recovering ROOF SYSTEM INFORMATION 4 0 0 s g f t. Steep Sloped R Section B (Roof .Pia ❑ Repair ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes ❑ Maintenance Miami Shores Village APPROVED . . f 400sgf. . DATE )j��� � MNr 1?_. .�i. • s . . - Ii •., s r. . elevated press BLDG DEPT re zo % /� . a[v SUBJECT 1O COMPUANCE WMT -I AU. FEDERAL STATE AND COI IN1Y RULES AND REGULATIONS Sketch Roof Plan: illustrate all levels and sections, roof drains, scupper include dimensions of sections and levels, clearly identify dimensions c parapets. 15.34 2010 FLORIDA BUILDING CODE — BUILDING ; -,.....,........ -...4 ” , . I , H TV/ 37.,t01110.1T,!,03 Or To 7.,:litte -A n 13n vim inn t11.1A Inkr:3! ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High - Velocity Hurricane Zone Uniform Permit Application Form. Surfacing: N/A Section C (Low Slope Application) • Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: CAF' Material Corporation Product Approval No.: 07- 1219.09 Design Wind Pressures, From RAS 128 or Calculations: P1: -42.8 P2; -71.7 p3: -108.0 Max. Design Pressure, from the specific Product Approval system: -52.5. Deck: Type: woad Gauge/Thickness; 1 X 6 Slope: .5 Anchor/Base Sheet & No. of Ply(s): N/A Anchor/Base Sheet Fastener/Bonding Material: N/A N/A Base Insulation Size and Thickness: N/A Insulation Base Layer: Base Insulation Fastener/Bonding Material: N/A Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material: Fastener Spacing for Anchor/Base Sheet Attachment: Field: 9 "oc @ Lap,* Rows 2 9 .oc Perimeter: 6 ° oc @ Lap, # Rows 4 @ 6 ' oc Corner: 6 ° oc Lap,* Rows 4 6 Number of Fasteners Per Insulation Board: Field N/A Perimeter N/A Comer N/A Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Rdof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener_Type, Fastener Spacing or Submit Manufactur- ers Details that Comply with RAS 111 and Chapter 16 Base Sheet(s) & No. of Ply(s):. (1) #75 Base Bar Mgt R/S naillsding Material: Ply Sheet(s) & No. of Ply(s): (2) plies of ply 1V Ply Sheet Fastener/Bonding Material: Type 111 Hopping asphalt Top Ply:GAF Mineral .Cap sheet To Ply FastenerBonding Material: 111 mopping asphalt 2010 FLORIDA BUILDING CODE — BUILDING Parapet Height Mean Roof 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. T e er's inkialin the= deSig+ atedspaceAndiicates atthe= item -has been - explain 1. Pt ilk' Aesthetics-Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. } Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owners ould notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. 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 originflal 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. « ` 1 Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. twner /Agent's Signature ate Contractor Signature Date Revised on 7/9/2009 LD Mf� 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 desdribed herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional BuHitJtp_Roof Stem for Wood pecks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 03 -0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 ;Expiration Date: 11/04/13 Approval Dater-03/20i08-11 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: 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 BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral ShieldTM Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROIDe Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFGLAS' #75 Dimensions 3, 5, 55 gallons 60 & 1001b. bags 5 gallons I, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons Test Specification ASTM D41 ASTM D 1863 ASTM 1227 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. ASTM D -4586 Refined asphalt blended with a mineral ASTM D-3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 Product GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex P1yTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® EliminatorTM Perforated GAFGLAS® Flashing GAFGLAS® ' STRATAVENT® EliminatorTM Nailable RUBEROID® SBS Heat-Weld"( Smooth RUBEROID® SBS Heat- WeldTM Granule RUBEROID® SBS Heat- We1dTM 170 FR RUBEROID® SBS Heat We1dTM PLUS RUBEROID® SBS Heat- We1d7m PLUS FR. RUBEROID® SBS Heat- WeldTM 25 RUBEROID® Modified Base Sheet Dimensions 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 Various 39.37" (1 meter) wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide meter (39.37") wide 39.37" (1 meter) wide Test Specification, ASTM D4601, ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D-6164 ASTIVI D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type E, UL Type G2 BUR Product Description Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT®EnergyCoteTM. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with . polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer-modified asphalt and smooth surfaced. Premium glass fiber reinforced. SBS modified base sheet NOA No:: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 Product RUBERO1D® 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) RUBERO1D® 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 39.3?" (1 meter) wide 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 39.37" (1 meter) wide 3937" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (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 D6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTMD5147 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 flescrintion 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 fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non-woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built-up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 4 of 19 Product Leak Buster", MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofing Asphalt RUBEROID6' MOD Asphalt, Asphalt L & Asphalt P Leak Buster" Matrix", 602 Leak BusterTM MatrixTM 715 LeakBusterTM Matrix", 531 WeatherCoteTM SeamCoteT, FireOut", VersaShields' VersaShiele FB-1S VersaShield® FB-2S TOPCOAT* FireShield® MB Leak Buster" Matrix", 201 SBS Flashing Cement Leak Buster", Matrix", 102 SBS Adhesive Leak Buster" Matrix"' 202 SBS Flashing Cement Leak BusterTM Matrix "' 203 Plastic Roof Cement Leak BusterTM MatriXTM 103 Cold Process Adhesive Dimensions 5 gallons 1001b. cartons, bulk 60 lb. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350 sq ft. roll 350 RI ft. roll 5, 55 gallons 5 gallons 5 gallons • 5 gallons 5 gallons 5 gallons Teat Specification ASTM D2824, Type I ASTM D312, Types I, II, III and IV proprietary ASTM D -412 ASTM D -21 -96 ASTM D1475 ASTM E -1644 ASTM D3019 AST, D3019 ASTM D4586 ASTM D4586 ASTM D3019 Product Description Non- fibered aluminum pigmented, asphalt roof coating. Interply mopping and surfacing asphalt. SEBS modified asphalt. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Elastomeric roofing membrane. Low VOC, fire barrier coating. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Elastomeric roofing membrane Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Cold Applied Asphalt Adhesive. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 Product Leak BusterTM MatrixTM 303 Fibered Aluminum Roof Coating Leak BusterTM MatrixTM 304 Non Fibered Aluminum Roof Coating Dimensions 5 gallons 5 gallons APPROVED INSULATIONS: Product Name EnergyGuardTM RA, RN Composite A & N EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM GAFCANTTM EnergyGuardTM Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Perlite . EnergyGuardTM High Density Fiberboard EnergyGuardTM Composite EnergyGuardTM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deckn, Dens Deck® Prime, Dens Deck® Dura GuathTM Structodek SecurockTM Test Product Specification Description ASTM D 2824 Fibered aluminum coating. ASTM D2824, Non- fibered aluminum pigmented, asphalt Type I roof coating. Table 2 Product Description: Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Pennalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation. Polyisocyanurate /wood fiberboard composite Polyisocyanurate/wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board Manufacturer (With Current NOA) BMCA . GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA generic generic generic G P Gypsum Corp Knight Celotex USG Corporation NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 0312W08 Page 6 of 19 APPROVED FASTENERS: Fastener Number 1. Product Name Drill -TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofeng•Fastener 2. Drill-TecTM ASAP 3. Drill - TecTM #12 or #14 Standard screws with AccuTrac Plate 4. Drill-TecTM Galvalume Plates • 5. Drill -TecTM Polypropylene Plates 6. Drill -TecTM AccuTrac Plate EVIDENCE SUBMITTED: Test Agency, Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IETofS.Fl. TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill - TecTM Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume® coated steel plate. Test Identifier J.I.2B8A4.AM J.I. 3B9Q1.AM J.I.ODOA8.AM J.I.ODIA8.AM J.I.OY9Q5.AM 3029832 GAF - 012 -02 -02 GAF- 020 -02 -01 02 -005 02-014 Manufacturer Dimensions (With Current NOA) Various GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 314" GAF Materials Corp. 3" and 3 W GAF Materials Corp. 3" Square GAF Materials Corp. pescription 4470 4470 4470 4470 -TAS 114 4470 -TAS 114 4470- TAS •114 Physical Properties ASTM D 4977 TAS 114 TAS 114 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03.22.02 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 7 of 19 Deck Type 1: Wood, Non - insulated Deck Description: "/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieldeNon- Asphaltic Fiberglass Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" 0.0. at the lap staggered and in two rows 12" 0.0. in the field. (Maximum Design Pressure -45 psf, See General Lfnitation #7) GAFGLAS® Ply 4, GAFGLAS ®Flex PIf m 6,.GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill- -TecTM AccuTrac Plates, 12" 0.0. 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 #7j GAFGLAS! Flex PIyTM 6, GAFGLAS® -175 Base Sheet or any of above Base sheets attached to deck with approved annular -;rang shanknails and tin caps at a ) fastener spacing of 9" o.c. at the 4" lag staggered- and-in two rows 9" o.c._ in _the field.- (Mt11E3"'r!'ar' Deng 2 Pr ide S2JPsf Sge =- LImItetrev#V -+m GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID®Mop Smooth, base sheet attached to deck with approved 11A" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" 0.0. 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 #71 Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -Teem #12 standard, #14 or # 15 Screws and 3" Drill -Tee", steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet One or more plies of GAFGLAS® PLY 4, #80 ULTIMA, RUBERO1D® MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt within the EVT range and at a rate of 20 -40 lbs.sq V Cap Sheet: (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or GAFGLAS® BnergyCapTM Mineral Surfaced Cap Sheet adhered in a full - Mopping of approved asphalt applied. within the EVT range and of a rate of 20- 40lbs:!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 400lbs.sq. and 300 lbssq. respectively in a flood coat of approved asphalt at 60 Ibs./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 Ibs./sq. 3. Leak BusterTM Matrix", 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak Buster", MatrixTM 715 , Leak Buster", MatrixTM 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 galisq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galisq 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 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 PIyTM 6 when used as a mechanically fastened base or anchor 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 12lbs./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. Mlle 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 with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 •03/23/2009 14:22 132 3057518579 ABC MIAMI 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY 13048 COV;RING MATERIALS (TENT) ROOF COVERING MATERIALS (TEVT) Roofing Systems (TCFU)— Continued Base Coat "A -38 Series ", 0,75 gal /sq• Second ease Coat "A -3S Series ". 0.75 gal/sq. Wear Coat: " A-38 Series ", 0.75 gal /se p izt walnut shells at 025 ]bin per Srfacime " A -58 Seriaase ". 0.75 gal /sq plus walnut shells at 0.7511k, per 46 D k; NC Incline: 3/4 Foam; Spray application of 2 -in. thick "Polyfoam 273" (2.7 lb /ft.3 ) Surfacing: Spray application of 28 to 34 -mils 1U -8730" (aluminum) 47 Deck: NC Incline 1 /2 Insulation: Spray application of 2 -in. thick "Pnlyfoam 273" (2.7 ]b /ft 3 ) Surfacing: Spray application of 28 to 34mis "U- 8762 ". (ivory) GAF MATERIALS CORP 81306 1361 ALPS RD, WAYNE NJ 07470 "Ruberaid 20" or "Rubemid Modified Base Sheet" may be utilized 4e1 an alterrtaia to Type G2 base sheete in any of the fir Classifications. 1/2 fn. thick (min) gypsum board or 1/4 in. (-more) C.oP�a yphemt UensDecka) may be u>ied i any existing noncombustible deck on. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The Points in the gypsum board and ..i, overly ent board are offset 6 in with the jo'snts In the deck-If polv:dvmte is . part of the roof system, it roust be placed below the overlaymeet fmard. Also, multiple plies of " GAFGLAS Ply 4" or "Ply 6" may be adhered to G-P Gypswor DenaDeekt in hot asphalt. ergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. ••.: GAF Stratavent Eliminator Venting Base Sheet ( Nalable)" may be tnea har►i- cally attached or hot mopped over noncombustible decks and as a recover over eras ' roof s s. Teryrli Insulation may be utilized as a 'ewer board over "EVER- GUARD" insulation in any of the following systems. Unless otherwise indicated, the goof insulation is mechanically fastened, adhered with hot asphalt or urefhaxte insulatioft adhesive. Poly rene reference in any the following Classficatons include "ENERGuard Insulation"- PAGE 04 Roofing Systems (TC1;1])-- Continued • "CAFrRMP 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 he 'surfaced with "Fireshield MB" at 2.5 .. 3.0 gal /sq. Class . , B and C Hot roofing asphai t, for use with organic an 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 Casificatian. Class A 1, Deck: C -15/32 Incline 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyam:rate, urethane, perlitc/isocyanurate composite, perlite/ urethane composite, wood fiber /isoeyanurate composite, phenolic, any thickness. Ply Sheet Thrace or more la T,,.:. . " y or References to glass fiber insulation include "EnergyGuard Fiberglass Insu- lation". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT G2 alt glass mat base sheet ( "GAFGLAS 875 Base Sheet" or GLASNOULA" ) is a suitable alternate for 'Type Gi asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6" kin the Class A, 5 or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF St atavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Mailable)" . Perforated to be mopped and mailable to be mechanically attached granule aide down. As an optima C2 asphalt glass mat base sheet ( "GAFGLAS 475 Base Sheet"," #80 ULTIMA" or "GAP Stratavent Eliminator Venting Base Sheet (Nailablep' may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or inches: cally fastened. Unless otherwise indicated. all insulations may be hot mopped or meahard- cailyy fastened. " GAFGLAS Flashing" nr "Ruberoid" may be used for flashing in any of the class A,13 or C systems listed below. When " perlite" is referenced, this includes "GAPTF..MP PERMALITE ®" or any other UL ClassiEred perlite insulation. • Crashed stone or slag are suitable alternates for gravel in any of the Clam A, B or C eyeballs listed. Structural eurnent fiber building units are considered suitable to be included as a deck in the following Class `A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum bnard is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation hoard between min 3/4 in perlite board and deck with rosin paper (perliie /rein paper /pnlystyrene /perlite) is a suitable alternate for .paper board in the following Class A, B or C systems. EnergyGuard RA "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard lit." may be substituted for any Atlas polyisocyanurate imsvla- tie¢s in any of the following Classifications. Trumbull "Parma letup" maybe utilized with any of the following "Asphalt Felt system with Hut Roofnng Asphalt". • GAFGLAS fell: Premium Barer Sheet may be used in any of the following systems. "CAT-GLAS Flex Ply 6" is n suitable alternate to "GAFGLAS Ply 6 ". 0 Surfacing Gravel. 2. beck: C -15/32 incline: 2 • ' Insulation (Optional): One of more layers perlite, woad fiber, Mass • fiber: isncyanurate. urethane, perlite/isocyanurate campmate, per' / urethane composite, wood fiber /isoeyanurate composite, phenolic, any thickness. • Fly Sheet 'Three ar. snore layers Type Cl . " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ", • Cap Sheet: One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyC.ap Mineral Surfaced Cap Sheer. 4. Deck: NC n; , ■ , one )r One or erne layers perlite, wood fiber, glasa Oben isaacyauurate, urethane, perlite/isocyanrate composite, perlite/ urethane composite, wood fiber /isacyanurate composite, phenolic, 2 in. max. Ply Sheet Two or more layers Type GI " GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet Any UL Classified gravel surfaced Clans A asphalt glass fiber mat system. `i r -De& 0-16/32 - - J Thcl;tt`ei T. $Sip $heet•(Opt onal)• Redtnstn paper, nailed to dad:. Base- SI,eee One_layer. T G2 "GAT•GLAS f7 13aso5heet" (rrtay, be nailed,. - Ply- Sheet: One er more layers TypalG1 "C,AT L 1S PIr 4" or GAFGLAS Cap Sheet -' One layer Tvpe G3 " GAFGLAS Mitle+raL_Su laced Cep 7„ Sheet" or " F,so t (,.ap_Mieerel Surfaced Cap Sheet" %Deck WC ° cijtiei 3 Base Sheets One layer Type G2 " GAFGLAS 075 Base Sheet ". Ply Sheets One or more layers Type Gi " GAFGLAS Ply 4" or "GAP - GLAS Ply 6 ". Cap Sheet One layer Type G3 GAFGLAS Mineral Surfaced Cap sheet" er "EnergyCap Mineral Surfaced Cap Sheet ". 7. Dyck; C -15/32 Indium 2 Insulations One or more Sayers perlite, glass firer, isncyanurate. ure thane, perlite /isocvanurote composite, perlite /urethane rnmpns iir•. phe- nolic.l.a in. min (arse front plywood joints 6 in.). Base Sheet One or mans layers Type G1, C2 or Ga. Membrane: One or more layers "Rubernid'iorch" (Smooth or Grarnule). "Ruberoid Torch Plus" (granule). "Ruberoid Mop" ( Smnoth or Granule) or "Rubernid Mop Plus" (granule). Cap Sheet Type G3 " GAFGLAS Mineral Surfecod Cop Sheer or "Energyc.'ap Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck; C'15 /z2 Incline: 2 Insulation (Optional): Ono or more Byers perlite, wood fiber, glass fiber, isocyanurate, urethane, polite /iisacyanu me romposite, perlite/ urethane composite, wood fiber/ isucyanurate compnsite, phenolic. any thicknen, Base Sheet: Two or mare layer:: Type G2 or G3. Ply Sheet (Optional): One or more layers Type G1, Membrane; Ono tri• more Iaycros "Ruberoid Torch" (Smooth nr Granule), "Ruberoid Tomb Plus" (granule), •'Ruberosd Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). LOOK MR THE UL MARK ON PRODUCT