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e CREEK[.,/ FIRESTONE BUILDING PRODUCTS CO.,LLC ® [,,� FIRESTONE BUILDING PRODUCTS CO.,LLC 6...+d C K TPO Single Ply Roofing Systems � CREEK TPO Single Ply Roofing Systems TECHNICAL SERVICES,LLC 12 TECHNICAL SERVICES,LLC Entity Report No. Standard(Year) LIMITATIONS PRI Construction Materials Technologies(TST5878) FBP-362-02-01 I'M 4474(D)(2011);TAS 114(J)(1995); UL 1897(2012) 1. Fire classification is not within the scope of this evaluation. PRI Construrton Materials Technologies(TST5878) FBP-36&02-01 FM.1897(2012) TAS 114(J)(1995): 2. Foam a p g UL 1897(2012) plastic insulation shall be separated from the building Interior in accordance with the FBC 2603,4 and PRI Construction Materials Technologies(TST5878) FBP-367-02-01 FM 4474(D)(2011);TAS 114(J)(1995); 2603.6. UL 1897(2012) 3. The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads PRI Construction Materials Technologies(TST5878) FBP.373.02.018 ASTM D 6878(2011 a) established for components and cladding. PRI Consimetion Materials Technologies(TST5878) FBP-373-02OIC TAS 131(1995) 4. In the HVHZ,fastener spacing for insulation attachment Is determined using a Minimum Characteristic Force F I Construction Materials Technologies(TST5878) FBP-375-02-Oi ASTM D 1876(2008(2015)01) (F')of 275 Ibf as demonstrated via testing to TAS 105. If the field tested fastener value is below 275 Ibf, PRI Construction Materials Technologies(TST5878) FBP-389-02-e1 FM 4474(C)(2011) then insulation attachment shall not be acceptable. PRI Cortslrurtion Materials Tectnologies(TST5878) FBPJ89-02-02 FM 44(0)(2011);TAS 114(J)(1995); UL 189897(2012) 5. In the HVHZ,fastener spacing for base sheets or membrane attachment shall meet the minimum fastener TrinitylERD(fST6049) F71080.09.08 TAS 114(J)(1995) resistance value and the iviDP for the specified assembly. It is permissible for a qualified professional to TrinitylERD(TST6049) F45600.09.13 TAS 131(1995) submit a revised fastener spacing utilizing the withdrawal resistance value obtained from TAS 105 testing TrinitylERD(TST6049) SFS-SC10010.02.16 I'M 4474(D)(2011);TAS 114(J)(1995); and calculations performed in accordance with RAS 117 and/or RAS 137,when the fastener resistance is UL 1697(2012) found less than required. TrinitylERD(TST6049) F38200.04A5-R1 ASTM D 6878(2011 a) 6. In the HVHZ,if mechanical attachment through the lightweight insulating concrete to the structural deck is Standard test method has been found equivalent to FM 4474(2011)referenced by the FBC. proposed,a field fastener withdrawal test shall be conducted in compliance with TAB 105 to determine equivalent or Increased attachment densities. Revised fastener densities shall be submitted utilizing the withdrawal resistance value obtained from TAS 105 testing and calculations performed in accordance with RAS 117 and/or RAS 137. 7. For assemblies containing mechanical attachment,the allowable uplift pressure for the selected assembly shall meet or exceed the minimum design loads as determined in accordance with the FBC Chapter 16. For perimeter and corner roof zones 2 and 3,the attachment density may be increased by a qualified design professional, as necessary,to meet the design pressure requirements in these areas. In the HVHZ, calculations shall be conducted in compliance with RAS 117 and/or RAS 137. Outside the HVHZ, commonly used standards Include RAS 117,FM LPDS 1-29,or ANSI/SPRI WD-1. 8. Reroofing applications shall be examined in accordance with FBC Section 1511 outside of the HVHZ and FBC Section 1521 within the HVHZ. For mechanically fastened systems,a field withdrawal resistance test (TAS 105 in the HVHZ;ANSUSPRI FX-1 or TAS 105 in the non-HVHZ)shall be conducted by a qualified professional to ensure the fastener meets the minimum design load requirements of the system. For adhered systems,a field uplift resistance lest(TAS 124 in the HVHZ;ASTM E 907,FM LPDS 1-52, ANSI/SPRI IA-1,or TAS 124 in the non-HVHZ)shall be conducted to confirm conformance of the existing to the minimum design loads, 9. For assemblies containing fully adhered or ribbon adhered attachment, or where extrapolation of the assembly is not permitted,the MDP for the selected assembly shall meet or exceed the minimum design loads as determined In accordance with the FBC Chapter 16 without augmentation. 10. Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources,the more restrictive and FBC compliant installation detail shai:;;rav✓'. ' 11. The minimum roof slope shai,be 114:12 for now comoc�rfion. 12. All products listed in this report shall be manufac•.ured undo:a qua:ity assurance program in compliance with Rule 61G2D-3. FBP12002A6 FL15894-RI6 Page 5 or 7 FSPI2002.16 FL15894-R16 Pane 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3.The manufacturer shall notify CREEK This evaluation report is provided for State of Florida product approval under Rule 61 G20-3.The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for witch this report is valid. Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product albibules that are not This evaluation report does not express nor Imply warranty,Installation,recommended use,or other product atiribrnes that are not specifically addressed heroin, specifically addressed herein.