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��ETTEMEYER CALCULATIONS <br /> ENGINEERING LL� <br /> �---� � . � 2014 Florida Building Code <br /> www.mett-engr.com <br /> LOADS: <br /> - Dead <br /> Roof = �7 psf Typical roof dead load B�^�-t-�S�'- ��' <br /> Floor = psf Typical floor dead load <br /> Other = psf <br /> - Live <br /> Roof = �. � psf Typical roof live load (Minimum: IBC--Section 1607.12) <br /> Floor = psf Typical floor live load (Minimum: IBC--Table 1607.1) <br /> Other = psf <br /> - Snow <br /> P9 = �` � psf Ground snow load (ASCE 7-10— Figure 7-1) <br /> Ter = � Terrain Category (ASCE 7-10 —Section 26.7.3) <br /> ❑ Fully exposed <br /> � Partially exposed Exposure of Roof {ASCE 7-10 —Table 7-2, Definitions) <br /> ❑ Sheltered <br /> Ce = � Exposure factor (ASCE 7-10—Table 7-2) <br /> Ct = �•C� Thermal factor (ASCE 7-10—Tabte 7-3) <br /> �s = f• �"� Importance factor (ASCE 7-10—T�ble 1.5-2) <br /> Flat roof load: <br /> Pf = 0.7 x Ce x C�x IS x P9 = �`' psf> 20pSf Flat roof snow load <br /> RoS = '� ' <br /> Rain on snow (ASCE 7-10 —Section 7.10) <br /> Sloped roof load: <br /> S = Roof slope or pitch <br /> CS = ��.% Roof slope factor (ASCE 7-10 — Fiyure 7-2) <br /> PS = CS x P, _ �� psf Sloped roof snovv load <br /> INGENUITY DESIGN STRENGTH <br /> Page 2 of 4 <br />