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WOOD DECK SYSTEM LIlVIITATIONS: I. A slip sheet is required with P[y 4 and Ply 6 when vsed as a mechanically fastened base or anchor sheet. GENERAL LIlYIITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofmg Materiais Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shal] be attached in compliance with asphalt applied within the EVT range and at a rate of 20-40 IbsJsq., or mechanically attached using tfie fastening pattem 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' m�imum. 4. An overlay and/or recovery board insulation panel is required on all applicaiions over closed cell foam insulations whett the base sheet is fully mopped. If no recovery board is used the base sheet shall be apptied nsing spot mopping with approved asphait, 12^ diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the centea- of the sheet altowing a continuous area of ven#ilation. Encirciing of the sp�ips �s not acceptable. A 6" break shall be placed every 12` in e�h ribbon to allow cross ventilation. Asphaft app��c,ation of either system shall be at a minimum rate of 12 Ibs./sq. Note: Spot attached systems shall be limited to a ma�mum design pressare of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F'} value of 275 Ibf., as tested in compliance with Testing A}�lication Standatd TAS 2 O5. If the fastener value, as field-tested, are below 2751bf. insulation attachment s6a11 not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance val� m conjnnetion with the m�imum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revis� fastener spacing, prepareci, 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 I OS and calcuiations in compliance with Raofing Application Standard RAS 117. 7. Perimeter and corner areas shall compiy with the enhanced uplif} pressure requir�ents of these areas. Fastener densiries shall be inereased for both insuiation and base sheet as calculated in compliance with Roofing Appliartion Standerd RAS 117. Caicu[ations prepared, signed and sealed by a Florida registered pcofessiona� Engineer, Registered Aschibect, or Registered Roof Consultant (When this limitaiion is spec�ficaHy regerned with�g t�is NOA, General Limi�tion #9 will not be applicable.) 8. All attac:hment and sizing of perirneter nai)ers, metal pmfile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 11 l and applicable wind toad requirements. 9. The maximum designed pressure limitation fisted shall be applicabie to all roof pressure wnes (i.e. field, perimeters, and comeis), Neither rahonal �a�ysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. periu►eters, eactended corners and corners). (When this. limitation is specific�lty referred witl�in this NOA, General Limitatioo #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No.: 07-1018.14 �- Eapit�ation Date: 08l22/12 • Approvai Date: 02/'2I/OS Page ld of 10