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Home My WebLink AboutNOARECEIVE,) NOV 2 8 2gla Permitting D St. MIAMIMADE Lucie C'Pe'lrtmant MIAMI-DADE COUNTY untV 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 (N A) Soprerna, Inc. 310 Quadral Drive SCANNED Wadsworth, OH 44281 BY St. Lucie County 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 Control 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 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. 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)toprema Modified Bitumen Roofing Systems over Concrete 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 ternlinate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADvFRTiSEMENT: 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. 14-0603.07 and consists of pages 1 through 160. The submitted documentation was reviewed by Jorge L. Acebo. �J MIAMMADE COUNTY [9 9=1 NOA No.: 15-0709.14 Expiration Date: 03/01/21 Approval Date: 03/17/16 Page 1 of 160 Membrane Type: SBS Deck Type 31: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(21): One or more layers of insulation adhered with approved adhesive. All General and System Limitations apply. One or more layers of any of the following insulations. Base Insulation -Layer Insu�lation Fasteners Fastener (Table 3) Density/ft' ACFoam-ll,,Sopra-ISO s, EnergyGuard POLYISO Insulation, ENRGY 3, ENRGY 3 AGF, ENRGY 3 CGF, H-Shield, Sopra-ISO r, M-Shield, H-Shield CG, Sopra-ISO+ r, Multi -Max FA-3, Sopra-ISO x Minimum 1.511 thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' DensDeck Minimum 0.2511 thick N/A N/A Note: All insulations shall be adhered with High Velocity8 Insulation Adhesive III (HVIA-III), High VelocityO Insulation Adhesive III — Green, High Velocity Insulation Adhesive PG, Millennium One Step Foamable Adhesive, Millennium One Step Green Foamable Adhesive or Millennium PG-1 Low Viscosity Insulation Adhesive applied in continuous ribbons maximum spacing of 1211 o.c. Refer to Roofing Application Standard RAS 117 for insulation attachment. Insulations listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. ene Flam Base Sheet: Elastophene Flam HS*, Elastophene Flarn 2.2*, Elastophene Flam*, S�,2�� 180*, Colphene Flarn 180*, Sopralene Flam 250*, Elastophene SP U, Colphene SP 2.2, Elastophene SP 3.0, Colphene SP 3.0, Sopralene 180 SP 3.0, Sopralene 180 SP 3.5, Colphene 180 SP 3.5 or Sopralene 250 SP, torch -applied. *Requires torch -applied Ply or Cap. Ply Sheet: Elastophene HS 62, Elastophene Sanded, Colphene Sanded, Elastophene Sanded (Optional) 2.2, Elastophene Sanded 3.0, Elastophene HS, Sopralene 180 Sanded 2.2, Colphene ISO Sanded, Sopralene 180 Sanded, Sopralene 250 Sanded, Elastophene PS*, Elastophene PS 3.0*, Sopralene 180 PS 2.2*, Colphene 180 PS* or Sopralene 180 PS*, applied in hot asphalt at 25 lbs./sq. or Elastophene Flam HS*, Elastophene Flam 2.2*, Elastophene, Flam*,lSoRraa!Ln� 180* Colphene Flam 180*, Sopralene Flam 250*, Elastophene SP 2.2, Colp_h_ene�SP- 2.2, Elastophene SP 3.0, Colphene SP 3.0, Sopralene 180 SP 3.0, Sopralene 180 SP 3.5, Colphene 180 SP 3.5 or Sopralene 250 SP, torch -applied, *Requires torch -applied Cap. NOA No.: 15-0709.14 Expiration Date: 03/01/21 Approval Date: 03/17/16 Page 61 of 160 Membrane: Soprastar Sanded, Elastophene GR, Elastophene LS FR GR, Elastophene FR GR, Elastophene FR+ GR, Sopralene 180 FR GR, Colphene 180 FR GR, Sopralene 180 FR+ GR, Sopralene 180 Ultra FR GR, Sopralene 250 FR GR, Colphene 250 FR GR, Sopralene 250 FR+ GF, Sopralene 250 Ultra FR GR or Sopralast 50 TV ALU Sanded, applied in hot asphalt at 25 lbs./sq. or Soprastar Flam, Elastophene Flam GR, Elastophene Flam LS FR GR, Elastophene Flarn FR GR, Elastophene Flarn FR+ GR, Soprafix Cap FR 65 1, Sopralene Flarn 180 GR, Colphene Flarn 180 GR, Sopralene Flam 180 GR 3.5, So ralene F am 0 FR GR, Colphene Flam 180 FR GR, Sopralene Flarn 180 FR GR 3.5 �Sopralenee Flam 1 §0 Ultra FR GR, Sopralene Flam 180 FR+ GR, Sopralene Flarn 250 FR GR' Colphene Flam 250 FR GR, Sopralene Flarn 250 Ultra FR GR, Sopralene Flarn 250 FR+ GR, Sopralast 50 TV Alu, Sopralene Flam Antirock, torch -applied. Surfacing: Surfacing is Optional on granular surfaced field cap membranes. Surfacing is Required for smooth or sanded surfaced field cap membranes. Refer to Underwriters Laboratories or Intertek Testing Services listings for applicable fire classifications Apply any coating,listed in Table 4 above, or any Miarni-Dade approved coating system. Maximum DesignPressure: -187.5 psf. (See General Limitation #9.) NOA No.: 15-0709.14 Expiration Date: 03/01/21 Approval Date: 03/17/16 Page 62 of 160 CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant. GENERAL LIMITATIONS: I . Fire classification is riot 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 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'm 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 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchoribase 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 Professional Engineer, Registered 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 comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS I I I and applicable wind load requirements. 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 Limitalim #7 will not be applicable.) RO. All products listed herein shall have a quality assurance audit in accordance w-1-tH1he—F1Url-d—aBff11U1—ng Code and Rule 6 1 G20-3 of the Florida Administrative Code. END OF TMS ACCEPTANCE NOA No.: 15-0709.14 MIAMMADE COUNTY Expiration Date: 03/01/21 FUT. MOM Approval Date: 03/17/16 Page 160 of 160