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8102 EVERGREEN WAY EVERETT 4 CORNERS - BLDG E 2025-08-06
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8102 EVERGREEN WAY EVERETT 4 CORNERS - BLDG E 2025-08-06
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8/6/2025 8:58:29 AM
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8/4/2025 3:08:09 PM
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Street Name
EVERGREEN WAY
Street Number
8102
Tenant Name
EVERETT 4 CORNERS - BLDG E
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DCG, Inc. <br />Project Title: FOUR CORNERS <br />9706 4th Ave NE <br />Engineer: <br />Suite 300 <br />Project ID: <br />Seattle, WA98115 <br />Project Descr:ALL BUILDINGS <br />206-523-0024 <br />Printed: 11 MAR 2021, 10:36AM <br />Wood Column File: Four Corners.ec6 <br />Software co rvriohl ENERCALC. INC 220. Build .12a7.824 <br />DESCRIPTION: 2x4 Int. Stud at 12" o.c. - 2.5k Capacity <br />Load Combination Results <br />Maximum Axial <br />+Bending <br />Stress Ratios <br />Maximum <br />Shear Ratios <br />Load Combination <br />C D <br />C P <br />Stress Ratio <br />Status <br />Location <br />Stress Ratio <br />Status Location <br />+D+0.750Lr+0.750L+0.450W+H <br />1.600 <br />0.372 <br />0.6759 <br />PASS <br />0.05201 It <br />D.008650 <br />PASS 7.750 It <br />+D+0.750Lr+0.750L-0.450W+H <br />1.600 <br />0.372 <br />0.6759 <br />PASS <br />0.05201 It <br />D.008650 <br />PASS 7.750 It <br />+D+0.750L+0.750S+0.450W+H <br />1.600 <br />0.372 <br />0.6759 <br />PASS <br />0.05201 It <br />D.008650 <br />PASS 7.750 It <br />+D+0.750L+0.750S-0.450W+H <br />1.600 <br />0.372 <br />0.6759 <br />PASS <br />0.05201 It <br />D.008650 <br />PASS 7.750 It <br />+D+0.750L+0.750S+0.5250E+H <br />1.600 <br />0.372 <br />0.6759 <br />PASS <br />O.Oft <br />0.0 <br />PASS 7.750 It <br />+0.60D+0.60W+0.60H <br />1.600 <br />0.372 <br />0.05316 <br />PASS <br />3.901 It <br />0.01153 <br />PASS 7.750 It <br />+0.60D-0.60W+0.60H <br />1.600 <br />0.372 <br />0.05316 <br />PASS <br />3.901 It <br />0.01153 <br />PASS 7.750 It <br />+0.60D+0.70E+0.60H <br />1.600 <br />0.372 <br />0.001898 <br />PASS <br />O.Oft <br />0.0 <br />PASS 7.750 It <br />Maximum Reactions <br />Note: Only non <br />-zero reactions are listed. <br />X-X Axis Reaction It <br />Y-Y Axis Reaction Axial <br />Reaction <br />My- End Moments <br />k-ft Mx - End Moments <br />Load Combination <br />@ Base <br />@ Top <br />@ Base @ Top <br />@ Base <br />@ Base @ Top <br />@ Base @ Top <br />+D+L+H <br />2.509 <br />+D+Lr+H <br />0.009 <br />+D+S+H <br />0.009 <br />+D+0.750Lr+0.750L+H <br />1.884 <br />+D+0.750L+0.750S+H <br />1.884 <br />+D+0.60W+H <br />0.012 <br />0.012 <br />0.009 <br />+D+0.70E+H <br />0.009 <br />+D+0.7501-r+0.750L+0.450W+H <br />0.009 <br />0.009 <br />1.884 <br />+D+0.7501+0.750S+0.450W+H <br />0.009 <br />0.009 <br />1.884 <br />+D+0.7501+0.750S+0.5250E+H <br />1.884 <br />+0.60D+0.60W+0.60H <br />0.012 <br />0.012 <br />0.005 <br />+0.60D+0.70E+0.60H <br />0.005 <br />D Only <br />0.009 <br />Lr Only <br />L Only <br />2.500 <br />S Only <br />W Only <br />0.019 <br />0.019 <br />E Only <br />H Only <br />Maximum Deflections for Load Combinations <br />Load Combination <br />Max. X-X Deflection Distance Max. Y-Y Deflection Distance <br />+D+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in <br />0.000 <br />+D+L+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in <br />0.000 <br />+D+Lr+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in <br />0.000 <br />+D+S+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in <br />0.000 <br />+D+0.750Lr+0.750L+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in <br />0.000 <br />+D+0.750L+0.750S+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in <br />0.000 <br />+D+0.60W+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0328 <br />in <br />3.901 <br />+D+0.70E+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in <br />0.000 <br />+D+0.750Lr+0.750L+0.450W+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0246 <br />in <br />3.901 <br />+D+0.750L+0.750S+0.450W+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0246 <br />in <br />3.901 <br />+D+0.750L+0.750S+0.5250E+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in <br />0.000 <br />+0.60D+0.60W+0.60H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0328 <br />in <br />3.901 <br />+0.60D+0.70E+0.60H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in <br />0.000 <br />D Only <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in <br />0.000 <br />Lr Only <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in <br />0.000 <br />L Only <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in <br />0.000 <br />S Only <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in <br />0.000 <br />W Only <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0547 <br />in <br />3.901 <br />E Only <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in <br />0.000 <br />H Only <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in <br />0.000 <br />
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