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16-17069
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16-17069
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Last modified
2/20/2017 10:01:44 AM
Creation date
2/20/2017 10:01:43 AM
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Building Department
Company Name
MAJESTIC OAKS
Building Department - Doc Type
Permit
Permit #
16-17069
Building Department - Name
NHC-FL 115 LLC LOMMIS
Address
39806 COG HILL LP LOT 168
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ti. <br /> ! .. <br /> �`` �'° _��' f <br /> ��,��`TR.�N�`�!�RD <br /> 7. Unless o[herwise nated,all Insulations are flat stock or taper board of the minimum thickness noted.Tapered polyisocyanurate at the following thickness tlmitations may 6e substituted with the following Maximum <br /> Design Pressure(MDP)limitations. In no case shall these values be used to'lncrease'the MDP Iistings fn the tables;rether ff�4DP Ifsting below meets or exceeds that listed for a particular system in the tables,then <br /> the thinner board ifsted below may be used as a drop-fn for the equivalent thicl<er materfal Iisted In the tahle: <br /> ➢ OlyBond 500: MDP -187.5 psf (Min.0.5-inch thick� <br /> S. Bonded polyisocyanurete insulatlon boards shall be maximum 4 x4 ft. <br /> 9. For mechanically attached components or partially honded insulation,the maximum design pressure for the selected assemhly shall meet or exreed the Zone 1 design pressure determined in accordance with FBC I <br /> Chapter 16,and 2ones 2 and 3 shall employ an attachment density destgned by a qualifled design professional to resist the elevated pressure criterla. CommoniY used methods are RAS 117,FM LPDS 1-29 and <br /> AN51/SPRI WDS.Assemhlies marked with an asterisk'carry the Iimitations set forth in Sectlon 2.2.1.5.1(aj of FM 1PD51-29 for 2one 2/3 enhancements. <br /> 10. For assemhlies with all camponents fully bonded in place,the maximum design pressure for the selected assemhly shall meet or exceed crittcal design pressure determined in accordance with F6C Chapter 16,and no <br /> radonal analysis Is permltted. <br /> 11. For mechanically attached wmponents over existing decks,fasteners shall be tested in the existing deck for withdrawal resistan�e. A qualified design professional sh��l review the daW for comparison ta the <br /> minlmum requirements for the system.Testing shall be in accordance with TAS 105 or ANSI/SPRI FX-1. <br /> 12. For exlsting substretes in a bonded recover or re-roof installation,the existing raof surface or existing roof deck shall be examined for compatlbility and bond performance wlth the selected adhesive,and the existing <br /> roof system(far recover)shall be capa6le af resisting proJect design pressures on tts own merit to the satlsfaction of the AHJ,as documented through fleld uplift testing tn accordance with ASTM E907,FM LPO51-52, <br /> ANSI/SPRI IA-1 or TA5124. <br /> 13. For System 7ype D,steel deck applications,the roof inemhrane shall 6e run with its length perpendlcular to the steel deck flutes. <br /> 14. For Recover Applitatians using System Type D,the insulation is optlonal.Altematively,min.0.25-inch to 0.625•inch Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board�or SECUROCK Glass-Mat Roof <br /> Board may he used as a separator hoard,preliminarily attached prior to roof cover installation.The euistlng roof system shall be suita6le for a recover applica[ion. <br /> 15. For membrane attachment using batten-sVips,end laps shall be spllced whh sufficient dimension to allow for minlmum 2-fasteners at each batten-strip lap. <br /> 16. Slde laps shall be sealed in accordance wi[h Mule-Hide requfrements: <br /> ➢ Primed wlth Mule-Hide Tape Primer and adhered with Mule-Hide In-Seam Tape <br /> ➢ Cleaned with Mule-Hlde Splice Cleaner and adhered with MulrHide elack or Whlte Spilce Adhesive. <br /> 17 Memhrene adhesive application retes are as follows: <br /> D Mule-Hide Bonding Adhesive in a contact application at combined rate of 60 ft'/gal. <br /> ➢ W BBA 20001n a cantact application at a combined rate of 50 to 60 ft'/gal. <br /> Z Mule-Hide Acrylic Wa[er Base Bonding Adhesive in a suhstrate applfcatlon at rete of 100 ftl/gai. <br /> 18. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allawahle wind loads.Refer to FBC 1609 for determination of design wind loads. <br /> Euterlor Researth and Design,LLC.d/b/a Trinity�ERD Evaluation Report M31240.11.09-RS for FL30703-R6 <br /> Revisfon 5:03/20/2015 <br /> Certifiwte of Authorization N9503 pppendix 1,Page 2 of 12 <br /> Prepared by: Robert Nieminen,PE-59166 <br /> � <br />
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