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GENERAL LIMITATIONS: 1. Fire classificatioo is not part of this acceptance. refer to a current Approved Roofing Materials Directory for fire ratings of. this product. 2. Insulation may be"instaIled in multiple layers. The tint layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full1Jl()pping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs./sq.. or mechanically attached using. the fastening pattern of the top layer . 3. All standard panel $izes.are . acceptable for mechaniCal attachment. When applied in approved aspbalt. panel size shall be 4' x 4' maxilDUIIl. 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. Ii no recovery board is used the base sheet shall be applied using spot mopping with approved' ~haIt., 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap md one down the center of the sheet allowing a continuous 8Ie& of ventilation. Encircling of the strips is nqt acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. AsP,haIt application of either system shall be at a minimum nue of I2lbsJsq. Note: Spot attaclaed syStems shaD be 6mited to a JIIR,QmuDl design . pl'eIIIIIft of ~ psf. ' . 5. Fasteoer spacing for insulation attachment is based on a Miniumm Characteristic Force (F) value of 275 lbf.. as tested in compliance with Testing AppliCation Standard TAS IOS. lithe fastener value, . as field-tested, are below 'ITS lb!. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchoilbase sheet or membrane attachment is based on a minimum fastener resistance value in coojunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required. as ~etennined 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 resistaJice 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 spedftcaDy referred within this NOA, General Limitation #9 will not be appJieable.) 8. All attachment and sizing of perimeter nailers, metal profile. and/or flashing termination designs shall conform with Roofing Application Standard RAS III 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 comers and comers). (Wbea this limitation Is speeif'IC8Uy referred within this NOA, General limitation #7 wlll 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 e NOA No.: 03-0827.01 Expiration Date: 01102108 Approval Date: 05106I04 Page 30 of 30