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Design Data <br />STRUCTURAL DESIGN DATA: <br />Roof loads <br />Weights of materials: <br />LL 25 psf <br />Roof <br />DL 10 psf <br />roof jsts <br />2.5 psf <br />Total 35 psf <br />ceiling jsts <br />0 psf <br />roof truss <br />1 psf <br />Special Roof Loads <br />roof shthg <br />1 psf <br />parapet drift <br />mech., elec.,sprinklr <br />2 psf <br />add LL 10 psf <br />roofing <br />3.5 psf <br />ceil. mtl. gwb <br />0 psf <br />Floor Loads Decks <br />total <br />10 psf <br />General <br />LL 50 psf <br />Floor <br />DL 9 psf <br />floor jsts <br />2.5 psf <br />total 59 psf <br />sub floor <br />1.5 psf <br />misc. 5 psf <br />concrete deck <br />0 psf <br />Total 64 psf <br />sprinklers <br />0 psf <br />Storage <br />LL 100 <br />fin. floor <br />0 psf <br />DL 15 <br />partition Id <br />4 psf <br />Total 115 <br />ceiling <br />0 psf <br />Corridors , Stairs <br />mech & elect <br />1 psf <br />LL 100 psf <br />total <br />9 psf <br />DL 15 psf <br />Total 115 psf <br />Walls <br />Exterior <br />Garage <br />exter. fin. Average <br />11 psf <br />LL 125 psf <br />Shthg <br />2.5 psf <br />DL 60 psf <br />studs <br />3 psf <br />Total 185 psf <br />inter.fin. <br />3 psf <br />total <br />19.5 psf <br />Seismic <br />Site Class "D" <br />Interior <br />Sieismic Design Category "d" <br />Ss = 1.18 <br />gwb <br />5.5 psf <br />S1 = 0.41 <br />studs <br />3 psf <br />Fa = 1.00 <br />gwb <br />5.5 psf <br />Fv = 1.40 <br />total <br />14 psf <br />SDS = 0.78 <br />SD1 = 0.38 <br />Miscellaneous <br />R = 6.50 <br />1" concrete <br />12 psf <br />(SM) V = 0.133 x W <br />Green Roof 4" full sat'n <br />29 psf <br />Wind 110 mph <br />Category B <br />17.9 psf <br />Qs = 31 psf roof <br />roof OH <br />32 psf <br />Design Stresses for mtls. <br />Soil Bearing 2500 psf <br />Equivalent fluid pressure 35 psf <br />fb fV fc ft E <br />Concrete - - 2500psf - - <br />Reinf. Stl 36k 36k 36k 36k <br />Steel 36k <br />Steel Connectors Simpson or Equal <br />Wood <br />Engr. Wd. see attached <br />Hem fir -# 1 or Better Doug fir #1 <br />fb fV fc ft E <br />Joists <br />hem -fir 1260 70 405 840 1500k <br />Engr. Wd. see attached <br />Chords <br />hem -fir <br />1050 <br />70 <br />405 <br />350 <br />1500k <br />Engr. Wd. see attached <br />Beams <br />hem -fir <br />1250 <br />70 <br />405 <br />800 <br />1500k <br />VersaLam <br />24FV3 <br />2400 <br />155 <br />375 <br />950 <br />1.500k <br />Glulam <br />24FV3 <br />2400 <br />155 <br />375 <br />950 <br />1.500k <br />Building Codes: 2012 IBC <br />11/5/2013 Page 1 STRUCALC DreamersDesign Data <br />