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Home My WebLink AboutNotice of Acceptance MIAMI•DADE MIAMI-DADE COUNTY c PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) -NN-)v% tiiiaiiiid'ade.vol'/ec(itiottiv Johns Manville Corporation 71717th Street Denver,CO 80202 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section 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 Coptrol. Section (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 perfonn 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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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 including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Johns Manville APP Modified Bitumen Roofing Systems Over 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:ndorsemenf 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 NQA. - ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,_"Flacida followed by the expiration date may be displayed in advertising literature. If any portion 6f th--NOAi is displayed,then it shall be done in its entirety. � J INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or,i'ts-------- �,•� 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. 12-0123.06 and consists of pages 1 through 15. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 13-0129.03 QMIAMMI-DAMDECOUiVTY Expiration Date: 06/14/16 �� Approval Date: 06/06/13 Page I of 15 ROOFING SYSTEM APPROVAL Category Roofing Sub-,Categyory: Modified Bitumen Materials: APP Deck Tvp-e: Wood Maximum Design Pressure -52.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: TABLE I Test Product Product Dimensions Specification Description JM APP Base 39-3/8"x 48' ASTM D 6509 APP modified asphalt, fiberglass reinforced,smooth surfaced base sheet. APPeX 4S 339-3/8"x 34' ASTM D 6222 APP modified asphalt,polyester Type I reinforced,smooth surfaced membrane Grade S for use as a Base and/or Ply Sheet only. APPeX 4.5M 39-3/8"x 34' ASTM D 6222 APP modified asphalt,polyester Type [ reinforced,mineral surfaced membrane. Grade G APPeX 4.5\14 FR 39-3/8"x 34" ASTM D 6222 APP modified asphalt,polyester TN-pel reinforced, fire-retardant,mineral surfaced Grade G membrane. Tricor MFR 39-3/8"x 34' ASTM D 6223 APP modified asphalt,polyester/glass reinforced,granule surfaced membrane. Tricor S 39-3/8"x 34' ASTM D 622') APP modified asphalt,polyester/glass reinforced,smooth surfaced membrane for use as a Base and/or Ply Sheet only. PermaPly 28 36" x 106'; ASTM D 4601 Type 11 asphalt impregnated and coated 72 lb. roll glass fiber base sheet Ventsulation 336" 136' ASTM D 4897 Heavy duty fiber glass base sheet Type 11 impregnated and coated on both sides with asphalt with or without fine mineral stabilizer. GlasBase Plus 36" x 106' ASTM D 4601 Type 11 SBS and asphalt blend impregnated and coated glass fiber base sheet with fine mineral stabilizer. NOA No.: 13-0129.03 QMLARMI-DMADE CMOUNTY Expiration Date: 06114/16 VINVIYA)l Approval Date: 06/06/13 Page 2 of 15 Membrane Type: APP Deck Type 11: Wood,Non-Insulated Deck Description: 14/;2" or greater plywood or wood plank System Type E: Base sheet mechanically fastened. All General and System limitations apply. Base Sheet: ( tion#1) One ply o P Base, P v 28,Glasbase Plus or Vents tion me anically fasten to ze deck with Ultra F st,OM Roofgrip or Tru-Fas Ital plates and fasten 5 t a 4" side lap 12' and two rows staggered '1 tlt enter of the sl et 18" o. . (III min Design re—45 psf,See imitation# . (Option#2) klinimum two plies of JM PermaPly 28 or Ventsulation simultaneously fastened to the deck lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. at the land two rows staggered in the center of the sheet 12" o.c. (Maximum Design Pressure—52.5 psf,See General Limitation#7.) ( tion 43) N 'm m two pl' s of J. PennaPlV or tsulati simt taneo sly fasten to e deck with M trafast faster rs nd Metal Plates space . ' o.c. in a #"Ia a d 12"o.c. in t staggered rows ' the center of the sheet. ( nrincum Design Pressure—-2.5 f,See Gen L' citation 97.) Ply beet: (Optional)One or more plies of JM APP Base or APPeX 4S heat welded to base lied while maintaining 4"side laps and 6"end laps. Membrane: lone or more plies of APPeX 4,5Nvl or APPeX 4.5M FR heat welded while maintaining 4"side laps and~ "nd laps. Surfacing: (Opt' nal)Install one of the following for all systems that do not achieve accepta fire ratings through the use of FR membrane sheets. Any coa ' g, listed below,use s a surfacing,must be listed within a current NOA. 1. 400 Ib./sq, grave or 300 lb./sq. slag in a flood coat of appr ' mopping asphalt at a rate of 60 lb./sq. 2. Karnak 97,Karnak 9 . F,Monsey Premium g Life Aluminum Roof Coating Asbestos Free or Monsey •ograde Alu um, Grundy AL MB aluminum coating at a rate of 1-1/2 gal/sq. Mons abrite,Gardner asphalt emulsion, APOC Sunbright 400 or Henry �_ Alun ' um Emulsion at 21/gal/sq. or APOC 212 Aluminum Roof ting at 3 gal/sq. 3. Grundy 2 asphalt emulsion, Endure As alt Emulsion,APOC 302 or 302 AF applied at 21/gal/sq.with optional 60 Ibs./sq. oofing granules embedded in wet coating. Maximum Design Pressure: See Fastening Options NOA No.: 13-0129.03 MIAM!•DADE COUNTY Expiration Date: 06/14/16 ■III '"'+ ' Approval Date: 06/06/13 Page 14 of 15 WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings as of this product. 1 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 side lap and one down the center of the sheet allowing a continuous area of ventilation, Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchorlbase 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 jeten-nined 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 C, (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) S. All attachment and sizing of perimeter nailers,metal profile, and/or flashing termination designs shall conform to 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 comers). Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended comers and comers). (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 xvith the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-0129.03 19MIAMI-DADE C()=UNTY Expiration Date: 06/14/16 q 1 �Fjuwuarn► Approval Date: 06/06/13 Page 15 of 15