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001and WSU Cougar Pride Sculpture Date: 2/5/2024
<br /> `\ort`itsm. It $ P By: Brett Danielson
<br /> 811411sCM-ri■■idl, 11mce 915 North Broadway Avenue
<br /> Tapio Office Center,Green Flag Building J Page: 1 Of 11
<br /> 10�South Freya Street,Suite 110-F,Spokane, 99202
<br /> (50 Fax
<br /> Project No.: 2020077.1 Design Data
<br /> (509)532-7532 Voice and Cell,(509)534-0864 Fax
<br /> Building Dimensions:
<br /> Top Surface: Length = 6 ft. x Width = 5 ft. with 4 ft. ends and 0 ft. sides
<br /> Code: 2018 IBC Category II:
<br /> Buildings and other structures except those listed in Occupancy
<br /> Catagories 1, 11I or IV.
<br /> Roof Loads:
<br /> Ground Snow Load, P, = 0.05 x 300 = 15 psf(per Snow Load Manual)
<br /> Exposure, Ce = 1 Importance Factor, ISNOW = 1 Thermal Factor, Ct = 1.2
<br /> Basic Snow Load, Pf= 0.7C,Ct(ISNOW)Pg = 15 psf(ASCE-7 Equation 7-1)
<br /> Minimum Uniform Roof Load, Pu = 20 psf(per 2018 IBC reduced for over 200 square feet)
<br /> Projected Snow Loads: Less than R-30 unventilated, R-20 ventilated ? Yes Valleys, Cv = 1
<br /> Eo
<br /> Angle, a Slope Factor, C,, (ASCE-7: Design Snow Load, QSL= CS*P Rain on
<br /> Fi re 7-2 Snow
<br /> 2 26.6 1 - (26.57 - 26.565051171 1 1 x 15 = 15 psf 5 psf
<br /> 2 1.2 1 - (1.19 - 1.19 1.19348 1 1 x 15 = 15 psf 5 psf
<br /> Projected Top Surface Dead Loads: Side Surface Dead Loads:
<br /> 2 " Brass = 89.019 psf 2 " Brass = 89 psf
<br /> Miscellaneous 0.9807 Miscellaneous 0
<br /> QDL-ROOF = 90 PSf QDL WALLS = 89 psf
<br /> Plate 0.25x24 Rafters at 24" on Plate 0.3125x24 Studs at 24" on
<br /> center = 10.208 psf center= 12.8 psf
<br /> Top Surface Height: Deflection Limits:
<br /> Average Roof: 2.5 ft. a 0.25/12 = 0.026 ft. AM,x = L / x; x = 240 total load
<br /> Roof: Bearing Depth = 0.2501 ' = 0.0208 ft. ALIvE = L / x; x = 360 live load
<br /> Top Story Height = 9' - 0" = 9 ft.
<br /> Lower Floor to Grade = 3' - 0" = 3 ft.
<br /> Top Diaphragm Height Above Grade = 12.047 ft.
<br /> Material Properties:
<br /> Concrete: Design Strength, f = 2500 psi, Unit Weight, YCONC = 155 pcf
<br /> Young's Modulus, EcONC = -2,850,000 psi
<br /> Reinforcing: Design Strength, fy= 36,000 ps young's Modulus, EBRONZE = 10,500,000 psi
<br /> Bronze: Design Strength, fy = 10,00()si, Unit Weight, YBRONZE = 530 pcf
<br /> Soil Parameters: Geotechnical Report 19099-00 prepared by Hart Crowser, Dated March 4,
<br /> 2015: Dense Silty Sand or Very Stiff to Hard Sandy Silt/Clay or Structural
<br /> Fill on Dense to Very Dense Galcial Till.
<br /> Frost Penetration Depth, DFROST -. 12 inches Wet Unit Weight of Soil, YSOIL = 110 psf
<br /> Allowable Foundation Pressure, QALLOWABLE = 5000 psf per Geotechnical Report:
<br /> Conclussions and Recommendations Shallow Foundations Option 1.
<br /> Minimum Depth of Footing, DFTO_MIN = 1.5 feet below grade, bnG_MIN = 2 feet
<br /> Lateral Pressures: Passive, yPAsslvE = 300 psf per foot of depth below grade (pcf)
<br /> Active, YACnVE = 35 pcf At Rest, yAI•-REST = 55 pcf
<br /> Coefficient of friction for Lateral Sliding resistance, g = 0.35
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