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t <br /> � <br /> w�zll�ce ; <br /> � <br /> COD� CHECK <br /> flA7E: 3/24/17 <br /> TO: Building Depariment <br /> 5335 8th Street <br /> Zephyrhills,FL 33542 <br /> PHONE, 893.780.0020 FAX: <br /> ATTN: BIII BUC,qeSS �EMAIL: ' <br /> PRo.IECT:�E '�710966 Walmart Special Projects(Sfore#0708)--Zephyrhills,Fforida <br /> 8Y: PNONE X VISIT OTHER TIME: 7:28 am <br /> 1TEM DESCRIPTION RESPONSE <br /> 1.GOVERNfNG CODE <br /> A. Local Buildin�Code: 2014 Florida Building Code <br /> 8. Local Amendmenls: based on 2012 IBC <br /> C. Do State t3uilding Code Requirements Dif(er7 <br /> D. Siructura)Observations Required? <br /> E, Special hispections Final Report Required <br /> fnr C:ariifir.ala.nf(lr.r.iinanr.v� <br /> 2.ROOF LIVE LOAD <br /> A. Minimunt Rooi Live Load: 20 psf <br /> 3.SNOW lOAD <br /> A. Ground 5notv Load,Pg: 0 psf <br /> a. Can ground snow load be reduced per cocie: <br /> A,WIND LOAD <br /> A. Uesign Wind Speed: 140 mph <br /> �• Risk Category II <br /> 5.SEISfv11C LOAD <br /> A. Mapped Spectral Response Acceleration,Ss: 6.8 (short period,0.2s) <br /> B. Mapped Speclrai Response Acceleration, S1: 3.4 (lonc�period, 1.Os) <br /> 6.FROST DEPTH <br /> A. Minimurn f3earing Depih: 12 In. <br /> REMARKS: <br /> Please notify the undersigned if iite above information is incorrect or incornplete. <br /> FROM: I�enise Ward <br />� Wallace Engineering <br /> CC: Structural Conzultanls,InG <br /> 200 East hlathevr Btadf Streel <br />' T�Isa,Oklahoma 7A 103 <br /> 918.584,5856,fax 918.584.8689 <br /> ��r;r,+�.ira I lacesc.com <br />