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111, <br /> Criteria Sheet <br /> Codes: <br /> Structural: IBC 2015 <br /> ASCE 7-10 <br /> Wood: NDS 2015 <br /> Steel: AISC 14th ed. <br /> Concrete: ACI 318-14 <br /> Masonry: ACI 530-13 <br /> Occupancy Category <br /> Risk Category: II ASCE 7 Table 1.5-1 <br /> Seismic Load Summary: <br /> Analysis Procedure: Equivalent Lateral Force Procedure <br /> Lateral System: Special Light Framed Shear Walls <br /> R: 6.50 Cd=4 <br /> Base Shear V= 14.6 k no=2.5 <br /> Ss= 1.444 S1= 0.552 <br /> She=0.96 SDI=0.55 <br /> Cu=0.148 IE= 1.0 <br /> Wind Load Summary: <br /> Iw 1 V= 110 <br /> Exposure= D KZT= 1.00 <br /> Dead Loads: <br /> Existing and New Roof <br /> Roofing 2.5 psf <br /> 1/2"Sheathing 1.8 psf <br /> Trusses @ 24"oc 2.5 psf <br /> Misc./Mech. 1.4 psf <br /> • <br /> Ceiling Finish 2.8 psf <br /> 11 psf <br /> Use 15 psf <br /> Existing Floor <br /> Finish Floor 1 psf <br /> 3/4"Sheathing 2.7 psf <br /> Joists @ 16"oc 2.2 psf <br /> Misc./Mech. 2 psf <br /> Ceiling Finish 2.8 <br /> 10.7 psf <br /> Use 12 psf <br /> Live Loads: <br /> Snow 25 psf Deck 60 psf <br /> Floor 40 psf <br /> Soils: <br /> Allowable Bearing 1500 psf <br /> Project: Greenough Residence Date.' 12/1/2017 <br /> CSTRUCTUIIAL Project#: <br /> NGINEENING <br /> 2124 Third Avenue.Suite 100.Seattle.WA 98121 Design: JWJ <br /> www.swensonsayfaget.com <br /> Office: 206.443.6212 <br /> Fax: 206.443.4870 Sheet: Criteria <br />