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Project Information <br />Type: ADU <br />Number of Stories: 1 <br />Roof Slope: 4:12 <br />Location: <br />Risk Category: II ASCE 7-16: TABLE 1.5-1 <br />Design Criteria (LRFD) <br />Roof DL =15 psf Wind Speed =95mph <br />Attic DL =10 psf Roughness = <br />Floor DL = 20 psf Exposure = <br />Ext Wall DL =17 psf Topo Factor, K ZT = <br />Int Wall DL =20 psf <br />D <br />Roof LL =20 psf TL =8.00 sec <br />Attic LL =10 psf S1 =0.474 g <br />Floor LL = 40 psf DS =1.063 g <br />Bedroom LL =40 psf D1 =0.537 g <br />Balcony LL =60 <br />Materials <br />Timber Species:Douglas-Fir Larch (DF-L) <br />Grades: <br />References <br />1 California Building Code, 2022 <br />2 California Residential Code, 2022 <br />3 NDS for Wood Construction, 2022 <br />4 NDS Supplement, 2022 <br />5 ACSE 7-16 Minimum Design Loads for Buildings and Other Structures <br />6 AWC SDPWS, 2022 <br />7 Los Angeles Building Code, 2022 <br />8 AISC 360-14 <br />Live Loads Seismic Design Category <br />6.5 <br />1 <br />No.2, No.1, No.1 and better, Select Structural, Dense Select Structural, <br />Parallam PSL 2.0E <br />Seismic <br />Dead Loads Wind <br />B <br />B <br />1