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<br />Aug. 1. 2001 3:34~M
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<br />1. VI V
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<br />WOOD DECK SYSTEM LIMITATIONS:, '
<br />1 A slip sheet IS requireQ with' Ply 4 and Ply 6 whe~ used as a mech!lnicallY, fastened base or' anchor
<br />sheet. . , ' '
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<br />GENERAL LIMITATIONS;
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<br />1. Fire classification is not part of this acceptance, l'Ofer to a:current Approved Roofing Materials
<br />Directory for fire ratings of this product. ' . ' ,
<br />2. Insulation may be installed in Inultiple layers. The first layer shall be,attac~ in coIIipliance witl1,
<br />Product Control Approval guidelines. All other ~ayers shall be adhered in a full mopping ()f approved
<br />asphalt applied within'the EVT'rangt and at a tate of20.40 IbsJsq., or meChanically attached using
<br />the fastening pattern of the top layer " " , ' , '
<br />3. , All standard panel sizes' are' acceptable for mechanical attachment. When ~ppli~ in approved
<br />asphalt, panel size shall be 4' x' 4' maximum. :. '" '
<br />4. An overlay and!l~r'recovery boai'd insulation panel is requ~ on ,aU applications Over closed cell
<br />foam insulations when the base sheet. is fuiIy mopped. If no recovery bOard is used the base sheet
<br />, shall be appli~ using spot, mopping' with approved aspha~t, 12", ~i~ter Circles, 24" o.c.; or strip
<br />mopped 8" ribbons in three rows, one at each,sidelap a~d,one down, the center of the sheet allowing a
<br />continuous area of ventilation: Encircling of the stripS is not ae:ceptable. A 6t~ break shall be placed
<br />every 12'.in each ribbon to allow CfOllS ventilation. Asphalt application of either system sball be at 8
<br />minimum rate 0!-12 Ibs./sq. : Note: Spot attached systems shaI1 be limi~ed to a ~um design
<br />presSure or -4S p~. , ' , ' ' .,'
<br />5. Fastener spacing for insulation attathment is base4 on a Minimum Characteristic Force '(F) value of '
<br />2751bf., as tested in compliance with Testing Application Sl:aJ;1dard TAS 105; If the fastener value,
<br />as field-tested, are below 275 Ibf., insulation attachri1ent shall not be acceptable. , ' '
<br />6. Fastener spacing fot 11JeChani~id aWl'Chment of an~horlbase sheet,or ~mbtane attachment is based,'
<br />on a minimuni fastener resistance value in cOnjunction with the maximum design v'alue listed within
<br />a specific system. Should the fasten~ resistanc~' be iesS"than that requii-ed, as deterlni.ned by the ,
<br />Building QfficiaI. a'revised fastener spacil;1g, ~pared, signed ~~ sealed' by a Florida Registered
<br />Engineer, Architect, or Regislered Roof Consultant may be submit~ed. Said revised fastener spac~g
<br />shall utilize the withdrawal,resistance value taken from Testing Applicatjon Standards T AS 105 aild
<br />calculations in compliance with Roofing Application Standard RAS 117.
<br />7. Perimeter and corner areas shall comply with the enhanced upllft p~sure .requirements of these
<br />areas. Fastener ,densities shall 'be increased for bom insulation aild base sheel as calculated in
<br />compliance with 'Roofing Appl~cation Standa1:d, RAS 117. (When ~'Iimi~tion is specl6cany
<br />referred within this NOA; Getleral ~tati.OJl #9 :will not be .,.pplicabl~) , '
<br />8. All attachment and sizing of peDD;leter nailers, metal profile" and/or flashing termination designs shall
<br />, contonn with RoofuigApplication'Standard RAS 111 and applicable w~ load requirements.
<br />,9. The ~ designed prel!sui:'e limi~on listed shan be applicable' to all roof pressure zones (i.e;
<br />field, perimeters, and comers): Neither r~onal analysis, nor extrapcilati~n shall be pemritted for ,
<br />enhan~ed fastening at enha~ced pressure zones (i.e. petimetei'&, extended comers and comers).
<br />(When this limitation is specifically referred, within this NOA, General Limitation /#7 will not be '
<br />appU~ble.) , .'
<br />10. All products listed herem 'shall have a quality assurance audit hi accordance with.' the Florida Building
<br />Code and Rule. 9B-72 of the Florida Adp1inistrative Code.' '
<br />END OF TlDS ACCEPTANCE
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<br />.~6A No.: 03-0514.03
<br />ExpinitioQ Date: 08131/08
<br />Appro:val Dam: 10/08103
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