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• <br /> RrOOVEft SYSTEM LIM TATION8s <br /> 1- All System Limitation and General Limitations shall apply. See specific dank typo Notice of <br /> Aooeptanoe for deck type System Limitations. <br /> GIMBAL LIM TATIO S; <br /> 1. Fee elesaificatioo is not pet of this aoosptesce, refer to a curare! Approved Roofing Materials <br /> Directory for fire r ion of this Pram. <br /> 2. lewietioa away be ice gilled is moldple layers. The first layer shell be mailed in compliance with . <br /> Product Control Approval guidelines. All other layers shall be adhered in a full mopping of <br /> approved asphalt applied within the EVT range and et a rate of 20.40 Wail, +fimechanically <br /> alaidied using the faeteaieg pattern of dew top layer <br /> 3. Ail standard panel slam are acceptable for methenlaal atteobmantlt. Whoa applied in approved <br /> asphalt, panel rise shell be 4' x 4' mmcinaw, <br /> 4. An overlay andlar recovery board assulatim penal is zeguiead on all applieedore over closed oil <br /> foal► iesarlations whin the base sheet is fully mopped. If no aaoovay bond is need the bean Meet <br /> ilia be applied using spot mopping with Naproved asphalt, 12" Mosey circles, 24" o.a; or strip <br /> swopped r ribbons in three rows, one at each sidelap and one down the mar of the sheet albwing a <br /> aneiogous men of we silos. Encircling of the stripe is not acceptble. A 6" break shall be played <br /> every 12' in esth ribbon to allow cross wedletion. Asphalt application of either system sbe0 best a <br /> minimum rate of 121bsJsq. Neter Spot addled WA= shall be Welted In a mar v design <br /> mew* a45 pat <br /> 5_ Fecteser spacing for insulation attachme st is bawd on. a MIAs= Chamegaietic Force (P) value of <br /> 275 l f., as tanned in coeanplimice with /ceding Application Standard TAS 105. fifth fastener value, <br /> at 8eld4oeted, ate below 275 lbf. ioaelrsj t.i a ttaobeipest shall trot be acceptable. <br /> 6. Fastener spacing formeohnrical auecdmrent°fendraelbase sheet or membrane meat ie based <br /> Gin a Walnuts fastoner mbar= wbae in ecapmetioo wink the medment design Woe limed w4ab <br /> • specific syata i. Should*. Stream resistance be lens tine thee required, as detandoed by the <br /> Hollding Meal, a revised/stow spook*, prqu fired, sued and sealed by a Plaids Registered <br /> Engineer, Archaism!, or Registered Roof Consultant may be submitted. Said revised renew spacing <br /> shall utilise the withdrawal twist ncae idea taken tom Tasting Application Stesderde TAS 105 and <br /> abolition in sampianoe with Roofing Application 8taeedad RAS 117. , <br /> 7, JPerieesesr and corona areas shell comp r with the eobanaed uplift prase requiminents of these <br /> areas. Fad densities shall be laoronesd Sir both insulation and base sheet as calculated In <br /> compliance with Ong Standard RAS 117. Udosletless preload, signed and sealed <br /> by a Florida registered Fr can l a Engineer, Registered q vbitect, er Registered Roof Casndtiatt <br /> (When fhb Wuitatiwn is specIRarlly ashamed with thta 110A, General IaTOadlat = 0 will net <br /> be applicable.) <br /> & Alt atteobaesent and sisaeg of perimeter milers, motel profiler sadlor Hashing teeminatice dodges <br /> ehaU *whoa with Roofing Application Standard RAS 111 lead appiiwbk wind load requirements. <br /> 9_ The maxim= designed pressing limitation behead shall 6o applicabiab ell roofpressure noses (Le. <br /> field, perimeters, ad cowers). Neither rational analysis, nor eacaapoladan aka be permitted fa <br /> eohaseed fessaaing aK a thaoosd preesuze zones (Le. parimeles, eetended corners and ), <br /> (When Sir limited= l speolthea1b' referral within VW MA, General Limitation #R7 will net <br /> he apphaable.) <br /> END OF THIS .ACCEPTANCE <br /> 4111111111111111/ M eA No 09-07116413 <br /> s apineks Dale 12/24/13 <br /> Approve' DEM *MO <br /> Pip 16 of 16 <br /> 9I/91 3alid 9NI400II0I1NtrUti 801aTE6Et8 LO :82 2T6Z /5t /te <br />