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• WOOD DECK SYSTEM LDKITATIONS: 1 A slip sheet is required with Ply 4 and Ply b when used as a mechanically listened base or anchor :shed. GENERAL Lill ATATIONS: 1, Fire claagilreatinn is not part of this boorptance, rokr to a outran Approved Rooting ldaterials Directory for rue ratings of this pmduct. 2. insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All othu layers shall be adhered in full cropping of approved asphalt applied within the TNT range and at a rate of 20•40 Ibs. sq., or mechanically attached using the fa stetting pattern of the top layer 3, All standard panel sizes an acceptable for mechanical attachment Whew applied in aM►rnved asphalt, panel sin shall be 4' x 4' tnaximam. 4. An overlay anrt;or vey board insulation p is required on all applications otvr closed cell foam insvlatinns when the base sheet is fully mopped. If no nocovery board is used the base sheet shall be appliai using spot mopping with approved asphalt, 12' diameter circles, 24" o.c.; or strip mopped 8" ribbons in thrice rows, one at each sidelap and one clown the center of the street allowing a coitiitttuni area of ticntitation. Encircling of the strips is not acteptable. A. 6" break shall be placed every 17 in cat;]] ribbon in allow cross ventilation. Asphalt application of either system shall be at a minimum role of 121bslaq. Note: Spot attached systems shall be limited to a maximal design pressure of -4s psi. 5. resumer spacing for insulation attachment is based on a Minimum chatactrnstic Poroe (F) vahie of 275 lbf.: as tested to compliance with Tag Application Standard TAS 105. If the fastener value, as held -tested, are below V5 tbf. insulation attachment shall not he aaeptable. tx Fastener spacing for mechanical attachment of ancheaitrase sheet or membrane went ix based on a tniniitaw resistance value In conjunction with the maximum design value listed within a specific system. Should tho fastener assistance be lnu than that required, as determined by the Building Official, a revived resumer spacing. prepay, aigned tend sealed by a Florida Registcrc:cl Engineer, Architect, or Registered pouf consuhaat tnay be submitted. Said ietnved fulmar sling shall utilize the withdrawal resistance value taken from Testing Application icaticon Standards 'rAS 105 and calcghrtions iii compliance with Roofing Application Stundalsl RAS 117, 7. Perimeter and corner mess shall comply with the enhanced uplift pressure recpUreaucents of these areas. Fastener densities shall be increased for bath insulation and base sheet as calculated in compliance with Roofing Application Standard R AS 117_ Cakulaiions prepared, shined and sealed by a Florida registered Professional Engineer, Registered Aitirhtct, or Registered Roof Ccrosultsnr (When this llmit:fbn is specifically referred within this NO General Limitation #9 wilt net be: appllcahle.) 8. All atlas iunent and sizing of perimeter niters, metal profile, and'or unsling termination designs shall conforms with Roofing Application Standard RAS 111 and applicable wind load requirements. cl- The maximum designed pressure limitation listed shall be applicable to all roofptciure on held, leritneters, and corners). Neither rational analysis, nor extrapolation shall be perorated for thane+ fastening at enhanced pressure zones (i.e. periu curs, extended comers and cornea). (When this limitation is specifically referred within this 1'IOA., General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No; O6- O2O7.64 - f ~ Expiration Date: 05//71111 _ i sir Approval Date: 0641/06 AIM! Pat 12 of 12 50 39tid JNId00?! 1131121t1g 508T08LET8 0£:ZT 600Z/LT/90