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TR�I�JITY ERC? <br /> 5.5 Allowable substrates are noted below: <br /> 5.5.1 Direct-Bond to Deck: <br /> Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap <br /> Sheet or SA-APP Cap Sheet (FR) self-adhered to: <br /> ➢ New untreated plywood; <br /> ➢ ASTM D41 primed new untreated plywood; <br /> 3- Existing plywood; <br /> ➢ ASTM D41 primed existing plywood; <br /> ➢ New or existing, unprimed OSB; <br /> Y ASTM D41 primed OSB; <br /> 'v Southern Yellow Pine; <br /> Y ASTM D41 primed Southern Yellow Pine; <br /> L ASTM D41 primed structural concrete; <br /> y Huber Engineered Woods"ZIP System"Panels (designed and installed to meet wind loads for project). <br /> Note: Polyg/ass does not require priming of new or existing plywood or OSB sheathing. New <br /> or existing p/ywood or OSB sheathing should be cleaned of alI dirt and debris prior to <br /> application of Polystick membranes. <br /> Elastoflex S6 G or S6 G FR in hot asphalt to: <br /> ➢ ASTM D41 primed structural concrete. <br /> Polyflex G or G FR torch-applied to: <br /> y ASTM D41 primed structural concrete. <br /> 5.5.2 Wind Resistance for Underlavment Systems in Foam-On Tile Apnlications: FRSA/TRI 07320 <br /> does not address wind uplift resistance of all underlayment systems beneath foam-on tile <br /> systems, where the underlayment forms part of the load-path. The following wind uplift <br /> limitations apply to underlayment systems that are not addressed in FRSA/TRI 07320 and are <br /> used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind <br /> load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of <br /> design wind pressures. <br /> 5.5.2.1 Maximum Design Pressure = -622 5 �sf. <br /> Deck: Structural concrete to meet project requirements to satisfaction of AHJ. <br /> Primer: ASTM D41 <br /> Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch- <br /> applied. <br /> 5.5.2.2 Maximum Design Pressure = -315 psf. <br /> Deck: Structural concrete to meet project requirements to satisfaction of AHJ. <br /> Primer: ASTM D41 <br /> Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, <br /> Polyflex SAP, PolyFlex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide <br /> SA-APP Cap Sheet (FR). <br /> 5.5.2.3 Maximum Desian Pressure = -135 psf. <br /> Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. <br /> Primer: (Optional) ASTM D41 <br /> Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints. <br /> Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR, <br /> Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) <br /> Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R13 <br /> Certifcate ofAuthorization#9503 FL5259-R18 <br /> Revision 13: 04/26/2013 <br /> Page 5 of 10 <br />