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15-16562
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15-16562
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Last modified
6/15/2016 9:23:49 AM
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6/15/2016 9:23:47 AM
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Building Department
Company Name
MARKET SQUARE 301 LLC
Building Department - Doc Type
Permit
Permit #
15-16562
Building Department - Name
MARKET SQUARE 301 LLC
Address
38040 MARKET SQUARE
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TRINITY�ERD <br /> � <br /> 4. PRODUCT DESCRIPTION: <br /> The following roof covers are mechanically attached or fully adhered to Approved substrates using fasteners,stress plates and <br /> adhesives,as outlined in the Limitations/Conditions of Usei herein. <br /> ➢ Mule-Hide TPO-c membranes are nominal 45-mil(1.1mm)or 60-mil(1.5 mm)thick,polyester-scrim reinforced,thermoplastic <br /> olefin(TPO)single-ply roof inembranes. <br /> ➢ Mule-Hide TPO-c EXTRA membranes are nominal 72-mil (1.Smm) or 80-mil (2.Omm) thick, polyester-scrim reinforced, <br /> thermoplastic olefin(TPO�,singie-ply roof inembranes. <br /> ➢ Mule-Hide TPO-c Fleece Back membrane is a nominal 45-mil (1.1mm)or 60-mil (1.5 mm)thick, polyester-scrim reinforced, <br /> thermoplastic olefin(TPO)single-ply roof inembrene with a polyester fleece backing. <br /> 5. LIMITATIONS: <br /> 5.1 This is a building code evaluation. Neither Trinity�ERD nor Robert Nieminen, P.E.are,in any way,the Designer of Record <br /> for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design <br /> guidance unless retained specifically for that purpose. <br /> 5.2 This Evaluation Report is not for use in HVHZ. <br /> . 5.3 Refer to a current Roofing Materials Directory for fire ratings of this product. <br /> 5.4 For steel deck installations,foam plastic insulation shall be separated from the building interior in accordance with FBC <br /> 2603.4 unless the exceptions stated in FBC 2603.4.1 or 2603.6 apply. <br /> 5.5 The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be <br /> _ in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented <br /> through proper codified and/or FBC Approval documentation. <br /> 5.6 For recover installations,the existing roof shall be examined in accordance with FBC 1510. <br /> 5.7 For mechanically attached insulation or membranle or strip-bonded insulation, the maximum design pressure for the <br /> selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones <br /> � � 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure <br /> criteria. Commonly used methods are RAS 117,RAS 137,FM LPDS 1-29 and ANSI/SPRI WDi. Assemblies marked with an <br /> asterisk"carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements. <br /> 5.8 For assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly shall <br /> meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted <br /> , for these systems. <br /> 5.9 For mechanically attached insulation or membrane over existing roof decks,fasteners shall be tested in the existing deck <br /> , for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum <br /> requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. <br /> 5.10 For bonded insulation or membrane over existing substrates in a re-roof(tear off)or recover installation,the existing deck <br /> or existing roof surFace shall be examined for com�patibility with the adhesive to be installed. If any surface conditions <br /> exist that bring system performance into question, field uplift testing in accordance with ASTM E907, FM LPDS 1-52, <br /> ANSI/SPRI IA-1 or TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. <br /> 5.11 For bonded insulation or membrane over existing substrates in a recover installation,the existing roof system shall be <br /> capable of resisting project design pressures on its�own merit to the satisfaction of the AH1,as documented through field <br /> uplift testing in accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TA5124. <br /> 5.12 Metal edge attachment(except gutters),shall be designed and installed for wind loads in accordance with FBC Chapter 16 <br /> and tested for resistance in accordance with ANSI/SPRI ES-1 or RAS 111,except the basic wind speed shall be determined <br /> from FBC Figure 1609. <br /> 5.13 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C.Rule 61G20-3. <br /> Exterior Research and Design,LLC. Evaluatton Report M15060.06.09-R3 <br /> CertlJ7cate of Author(zaUon N9503 FL12772-R3 <br /> Revision 3:03/18/2015 <br /> Page 3 of 4 <br />
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