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GENERAL LIMITATIONS: 1. Fire classification is not pan of this acceptance, refer to a current Approved Roofing Materials Directory for f1Te ratings of this produL1. 2. Insulation may be instaJled i.n ,multiple layers. The farst layer shall be attached in compliance with Product Control Apptoval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied wi.thin the EVT range and at a rate of 20-40 lbs.lsq., or mechanically attached using tbe fa$tening 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 ".0 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 eentcr of the sheet allowing a continuous area of ventilation. EncireHng of the strips is not acceptable. A 6" break shall be placed every 121 in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs.lsq. Note: Spot attached systems shah be limited to a muimnm design pressure of -45 psf. 5. Fastener spacing for in.~ulation anachment is b8o~ed on a Minimum Characteristic Force (F') value of 275 lbf.. as tested in compliance with Testing Application Standard TAS 10S. If the fastener value, a.. field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attacbment of arlchorlbase 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 detennined by the Building Official, a revised fastener spacing, prepar~, signl!:d and ~ealed by a Floridaregisten:d Professional Engineer, Registered Architect, or Regi~ered Roof Con..~ltant may be submitted. Said revised fastener spacing sball utilize the withdrawal resistance value taken from Testing Application Standards T AS 105 and calculations in compliance with Roofmg Application Standard RAS 117. 7. Perimeter and comer areas shall wmply with the enhanced uplift pressure requirements of these areas. Fas1ener densities shall be increased for both immlation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations preparcd~ signed. and sealed by a Florida registered Professional Engineer, Rcgistered Architcct, or Registered Roof Consultant . (When tbis limitation is spc:dfically referred within this NOA, C..enel'81 Umitatton #9 wiD Dot be .ppliCR ble.) 8. All attachment and sizing of perimeter nailers, metal profiJe, andlor flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind Load requirements. 9. The maximum designed pres~ limitation listed shall bc applicable to all roof pressure zones (i.e- fiel~ perimeters~ and corners). Neither lational analysis, nor extrapolation shall be permitted for enhanced fastenlng at enhanced pressure zones (i.e. perimeters, extended comers and comers). (When tbis limitation is specifially refelTed within tlds No.A, GenenJ Li~itation #7 will Dot be appUeable.) 10. All products listed herein shall have a quality assurance audit in accordaIl.ee with the Florida Building Code and Rule 9B" 72 of the Florida Administrative Code. END OF TIDS ACCEPTANCE 8 NOA No.: 04-0623.01 ExpirAtion Date: 04/13/10 Approval Date: 04/13/05 Page 7 of7