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WOOD DECK SYs Lr1►n't',irrONS: 1 A slip sheet is required with Ply 4 and l'ly 6 when used as a Mechanically lastcnal base or anchor chant. • GEN .AL LIMITATIONS: 1, Fire classification is not part of this acceptance, refer to a current Approved Roofing lvlaterials Directory for lire ratings of this product. 2. insulation may be instailed in multiple layers. The fast layer shall be attached in cempliancc with -Product Control Approval guidelines. All other layers Audi be adhered in a full mopping of approved asphalt applied within the 111'T range and at a ratty of 20 -40 Ibs%sq., or mechanically attached using the fastening pattern of. The top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel si7,c shall be 4' x 4' maumum. 4. An overlay endior recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet iy fully mopped. If no recovery board is used Cite base sheet shall be app1iol using st tramping with approved asphalt, /2" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the ccnter of the sheet alit tt continuou area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be piacedd every 12' is each ribbon to allom cross vcntilitirm. Asphalt application of either system shall be at a minimum rate of 12 lbs!sq. Note: Spot attached systems Shaul he limited tan a maximum design pressure of -45 pst. 5. Fastcuer spacing for insulation attachment is based on a Minimum Characteristic -force (F) value of 275 lbf.; as tested in compliance with Testing Applic- adorer Standard TAS 105. lithe fastener value, n,9 field - tested, are below 275 tbf, insulation attaaehmeni shall not be ace eptable. 6. Factcttcr spacing for tnevhunicad attachment of anc hoz base Sheet or membrane attachment is bayed an a minimum fastcmer resistamx value in cc)njuntliun with the maximum design value listed within a specific system. Should the fastener resistance he less than that requited, as dctcnriincd by the RullJing Official, a revised tastoncr pacing, prepared signed and sealed by a Florida Registcr zi Engineer, Architect, or Registered llootCcrosullautt may he submitted. Said rcviscd fastener spacing shall utilize the withdrawal resistance mine taken from Testing Appl ieation Standards 'J'AS 105 and calculations in compl lance with Roofing Application Standard RAS 117. 7. Perimeter anti corner areas shall comply with the enhanced uplift pressure requirements of - these areas. Fa taicr densities shall be increased for Txrllt insulation ancibaase sheer es calculated in compliance with Roofing Application Standard R AS 117. Calculations prepared, shined and sealed by a Florida registered Professional Engineer, Rcfiistered Architect. or Registered Roof Consultant (When this limitation is sipecilicallly reforred within this NOA, General Limitation #9 Vali not be applicable.) 13. All attachment and sizing ofperirnctar miters, metal profile, and!or flashing termination designs steal - conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maaximufld designed pressure limitation listed shall be applicable to all roof ptcssure 'ones (i.e. Held, perimeters. and corners). Neither rational analysis, nor N-alttapotation shell be permitted for enhanced fastening at enhanced pressure rocs (i.e. perimeters, extended corner and corners). (When this limitation is specifically referred rcithin this NOA, General 14imltntinn 07 will not bo applltat ETD- OF THIS ACCEPTANCE NOA. No; iki- 0207.04 x .. ttxplrartca Date: 05l1lta 1 =( Approval Date: O6/Gh/O6 ,-4001 Page 1Z of 12, • • 50 39' d 9NId00�1 1..13'1.111VS S08108LET8 8Z 0T 6002/Ll /E0