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GENERAL LIMITATIONS: 1. Fire classifir.arion is not part of this acceptance. refer to a current Approved Roofing Materials Directory for fire ratings of.this product. 2. Insulation may be"insralled in multiple layers.. The first layer Sball 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 lbsJsq., or mechanically attached using. - the fastmj'l'lg pattern of the top layer . 3. All standard panel $izes"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' ~haIt, 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 nQl: acceptable. A 6" break shall be placed every 12' in eacb n"bbon to allow cross ventilation. Asp~t application of either system. shall be at a -minimum rate of 12lbsJsq. Note: Spot attad1ed syStems shaD be 6mited to a .....umuDl design . Pl'-=-u.... of ~ 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 Staniiard TAS 105. If the fastener value, , as ticld-tested, are. below Zl5 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchoiibase sheet or membrane attachment is based on a JTrinimnm fas~ IeSistance value in conjunction with the maximum design value ~ within a specific system. Should the fastener resistance be less ~ that required. as ~etermined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer. Registered An:hiti:ct, or Registered Roof Ccmsultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistaricc 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 specilieally referred within 1bis NOA, GeDeral Limitation #9 will not be appDeable.)' - 8. All attachment and siziIig of perimeter nailers. metal profile, and/or flashing terinination designs shall confamJ. 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 comers). Neither rational analysis. nor extrapolation shall be pennitted for f';11hanN'!d 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 Dot be appDcable.) 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 8 NOA No.: 03-0827.01 Expiration Date: 01J02lO8 Approval Date: 05106104 Page 30 of 30 .