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STEEL DECK SYSTEM LIMITAT10N5: i. If inechanical attachment to the structural deck through the lightweight insulating concrete is proposed, A field tivithdrawal resistance testing shall be performed to determine fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Stmndard TAS 105 and Roafing Application StandArd RAS 117 andlor RAS 137, calculations shall be signed and sealed by a Florida registered Professionul Engineer, Registered Architect,or Regisiered Roof Consultant. 2. For steel deck application where specific deck consuuction is not referenced: The deck shall be a minimum 22 gage att�ched with 5/R"puddle�velds with weld��ashers at every ffute with maximum deck spans of 5 ft.o.c. GENERAL LIMITATIONS: 1. Fire classification is not part af this acceptance, refer to a current Approved Roo�ng Mtaterials Directorv for fire r�tings�f diis producl. ' 2. Insulution may be installed in multiple layers. Tile�rst layer shall be attached in compliance with Product Control rlpproval guidelines. All other layers shall be udhered in a fiill mopping of approved asphalt applied�virthin the EVT range and at a rate of 20-40 Ibs./sy.,or mechanically attached using the fastening p�ttern of the top layer 3. Alt standArd panel sizes are �cceptable For mechanical attAchment. When Applied in approved asphult, panel size shatl be 4'x�'maximum. 4. An averlay and/or recovery board insulation panel is required on all applicutions over closed cell faam insulations �vhen the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot rnopping �vith approved asphait, 12" diameter circles. 24" o.c.; or strip mopped �" ribbons in three rows, one at each sidelap nnd one down the center of the sheet allowing a contimious areu of ventilation. EncircGng of the svips is not �ccept�ble. A G" breuk shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application af either system shall be at a minirnum rate of 12 Ibs.!sq. Nate: Spot attache�l systems shall he limited to � m�simum desi�n pressure af-4S psf. �. Fastener spacing for insulation attachinent is based on a Minimum Gharacteristic Force(F')�alue of 275 Ibf.,as tested in compliance with Testing Application Stundard TAS 105. If the fastener��alue,as�eld-tested,are belo�v 275 lbf. insul�tion atiachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction w•ith tl�e maximum design value listed within A specific system. Should the fastener resistance be less than that required,as determined by the Building Q�cial,a revised fastener spacin�, prepared,signed and sealed by a Florida Registered Engineer.Architect, or Registered Roof Consuhant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken From Testing Application Standards TAS 1Q5 and calculations in compliance with Roo�ng Application Standurd RAS I 17. 7. Perimeter And corner arels shall comply «rith the enhanced uplift pressure requirements of thcse areas. FAstener densities shall be increased for both insulatian and base sheet as calculated in compliance with Roofing Application Sttrndard RAS 117 and/or RAS 131. (When this limitation is specificall,y referred within this NQA, General Limitation#9 will not be applicable.) x, All t►ttachment and sizing of perimeter nailers,metal pro6le,and/or flashing termination designs shall confann with Roofin�;Application Standard RAS I 1 1 and applicuble wind load requirements. 9. The maxirnum designed pressure limitation listed shall be applicable to All roof pressure zones(i.e. field,perimeters, �nd corners).Neither rational analysis,nor extrupolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,exkended corners and corners). (�Vhen this limitation is specifieallv referred within this NOA,General Limitatiun#7��•ill not be applicable.) I(�. All products listed herein shall ha��e a quAlity assurance audit in accordance with the FloridA Building Codc and Rule 9N-3 of the Florida Adminis[rative Code. END OF THIS ACCEPTANCE MIAMFDiADECOUN7Y NOA No,: 13-0411.04 ��'"'' '�� Expiration Date: q8/31l14 aPr�•�val Date: 08/29J13 PaQe 28 af!8