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STEEL DECK SYSTEM LIMITATIONS: 1. If inechanicAl attachment to the structural deck through the lightweight insulating cancrete is proposed, a field withdrawal resistance testing shall be performed to determine fastener patterns and density. Atl testing and fastening design shall be in compliance with T'esting Application Standard TAS l05 and Roofing Application Standard RAS U 7 und/or RAS 137, calculations shall be signed And sealed by a Florida registered Professional Engineer, Registered Architect,or Registered Roof Consultant. 2. For steel deck application where specific deck construction is not referenced: The deck shall be a minimum 22 gage attached with 5/8"puddle welds with weld washers at every flute with maximum deck spans of 5 ft.o.c. GENERAL LIMITATIONS: l. Fire ctassification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be instatled in multiple layers. The first layer shall be attached in compliance with Product Gontrol Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt appiied within the EVT range And at a rate of 20-40 Ibs./sq.,or mechanicatty attached using the fastening pattern of the top layer 3. Alt standard panel sizes are acceptable for mechanical uttachment. When applied m approved asphalt, panel si�e shall be 4'x 4'maximum. 4. An overlay andlor 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 e�h sidelap 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 pluced every 12' in eac�h ribbon to allow cross ventilation. Asphalt application of either system shall be at u minimum rate of l2 Ibs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-4S psf. 5. Fastener spacing for insulntion attachment is based on a�vtinimum Characteristic Force(F')value of 275 Ibf.,as tested in comptiance with Testing Application Standard TAS lOS. If the fastener value,as field-tested,are below 2751bf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of unchor/base sheet or membrane attachment is based on a minimum fas►ener resistance value in conjunction with the maximu;m 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 Engi�eer,Architect,or Registered Roof Consultant may be submitted. SAid revised fastener spacing shall utilize the withdrawal resistance value tnken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter tand comer areas shall comply with the enhat�ced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliAnce with Roofing Applicupon Standard RAS 117 und/or RAS 137. (When this limitatioa is specifcally referred within this NOA, General Limitation#9 will not be applicable.) 8. All attachment aad sizing of perimeter nailers,metal profile,undlor flashing terminution designs shall conform with Roofing Application Standard RAS 111 And applicable wind load requirements. 9. The maximum designed pressure limitation listed shall b�applicable to ail roof pressure aones(i.e. field,perimeters, and corners).Neither rationul analysis,nor extrapolation shal(be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended comers and corners).(When this limitation is specifically referred within this NOA,General Limitation#7 will not be appticable.) 10. All products listed herein shall have a quality assutance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida AdministrAtive Code. END OF THIS ACCEPTANCE NOA No.: 13-0411.04 �� Expiration Date: 08l31/t4 .. • ► Approval Date: 08/29/13 Page 18 of 18