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De onkolb <br /> 9 <br /> Job: Wise Residence Job Number: C0B29040.00 Date: 3/8/2021 <br /> Fire Damage Repair By: CET Section: <br /> Checked by: Page: 1 <br /> Design Criteria <br /> Project Scope <br /> The following calculations have been prepared by Degenkoib Engineers to support the partial reconstruction of the <br /> Wise Residence after a moderate fire. <br /> General Criteria Applicable Building Code: 2015 IRC Risk Category: II <br /> Governing Jurisdiction: City of Everett, WA • <br /> Project Location: 1601 Rucker Ave, Everett, WA 98201 <br /> Latitude: +47.996289 Degrees North <br /> Longitude: -122.2106713 Degrees West <br /> Load Combos-ASD ASCE 7-16(2.4) <br /> Basic Combinations(2.4.1) Special Seismic Combinations without Overstrength Factor(2.4.5) <br /> 1. D 8. (1.0+ 0.14SDs)D+0.7PQE <br /> 2. D+L 9. (1.0+0.105Sos)D+0.525PQE +0.75L+0.75S <br /> 3. D+(Lr orSorR) 10. (0.6-0.14SDs)D+0.7 PC?E <br /> 4. D+0.75L+0.75(L r orSorR) <br /> 5. D+(0.6W Special Seismic Combinations with Overstrength Factor <br /> 6. D+0.75L+0.75(0.6W) +0.75(L r or S or R) 8. (1.0+0.14Sos)D+ 0.7S20QE <br /> 7. 0.6D+0.6W 9. (1.0+ 0.105Sos)D+ 0.525S20QE +0.75L+0.75S <br /> 10. (0.6-0.14SDs)D+ 0.7S2oQE <br /> Roof Roofing (Asphalt Shingles) = 2.0 <br /> Sheathing (1/2"SP) = 1.5 <br /> Framing (2x12 @ 16"cc) = 3.3 <br /> Insulation (R-38) = 1.5 <br /> Ceilings (5/8"Gyp) = 2.8 <br /> Miscellaneous (Mech, Elect, Sprinklers, Etc) = 1.5 <br /> Total Dead Load D = 12.6 psf <br /> Roof Live Load Reduced for slope L(r) = 16.0 psf <br />