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16-17420
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2016
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16-17420
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Last modified
11/1/2016 11:45:32 AM
Creation date
11/1/2016 11:45:29 AM
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Building Department
Company Name
THE GREAT CATCH
Building Department - Doc Type
Permit
Permit #
16-17420
Building Department - Name
J & G RESTAURANT PROPERTIES LLC
Address
5039 1ST ST
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� Y <br /> e <br /> � ������' ERD <br /> i� <br /> 4. PRODUCT DESCRIPTION: <br />' The fallowing roaf cavers are mechanically attached or fully adhered to Approved substrates using fasteners,stress plates and <br /> adhesives,as outlined in the Limitations/Conditions of Use herein. <br /> Y Mule-N;de TPO-c membranes are nomina3 45-mi!(1.1mm}or 60-mil(1.5 mm)thick,polyester-scrim reinforced,thermopiastic <br /> olefin(TPO}single-p{y roof inembranes. <br /> }� Mule-Hide TPO-c EXTRA membranes are nomina! 72-mi{ {1_8mm) ar 80-mil (2.Ommj thick, po{yester-scrim reinforced, <br /> thermoplastic olefin{TPO},single-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 /> thermaplastic alefin(TPO}single-pIy roof inembrane with a polyester fleece backing. <br /> 5. LIMITATIONS: <br /> 5.1 This is a bui(ding code evaluation. hfeither Trinity)fRD nor Robert Nierninen,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 purpase. <br /> S.2 This Evaluation Report is not for use in HVHZ. <br />�, 5.3 Refer to a current ltoafing Materials Directory for fire ratings o#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.b apply � <br /> S.S 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 /> thraugh praper codified andjar FBC Approval dacumentation. <br /> 5.6 For recover installations,the existing roaf shall be examined in accordance with FBC 1510. <br /> 5.7 for mechanically attached insulation or mem6rane or strip-banded insulat�on, the maximum design pressure for the <br /> selected assembly shall meet or exceed the Zone 1 design pressure determined in accprdance with F8C Chapter 16. Zanes <br /> 2 and 3 shall ernploy an attachment density designed by a qualified design professional to resist the eievated pressure <br /> criteria. Commonly used methods are RAS 117,RAS 137,FM LPDS 1-29 artd ANSIJSPRI WD1. Assembiies 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 /> S.8 For assemblies with a(1 campanents fu11y bonded in place,the maximum desigrs pressure far the selected asserrfbly shall <br /> meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted <br /> far 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 professiona! shall review the data for campariscin to the minimum <br /> requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSIJ5PRt FX-1. <br /> 5.10 For bonded insulation or membrane over existing substrates in a re-roaf(tear off)or recover installation,the existing deck <br /> or existing roof surface sha11 be examined for compatibility with the adhesive to be installed. tf any surface conditions <br /> exist that bring system performance into question, field uplift testing in accardance with ASTM E907, FM LPDS ].-52, <br /> ANSI(SPR!!A-1 or 7A5124 shall be conducted on mock-ups of the proposed new roof assembly. <br /> 5.11 For bonded insulation ar membrane over existing substrates in a recover installatian, the existing roof system shall be <br /> capable af resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field <br /> uplift testing in accordance with ASTM E907,FM LPDS 1-52,ANSICSPRI IA-I or TAS 124. <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 far resistance in accordan�e with ANSlJSPRI 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'sn accordance with the FBC and E.A.C.Rule 61620-3. <br /> � <br /> Exterior Research and Design,LLC. Evaluation Report M15060.06.09-R3 <br /> tertifrcate of Authorizafioa tl9503 FL127�2-R3 <br /> Revision 3:03/18/2015 <br /> Page 3 of 4 <br /> � <br /> ( <br />
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