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>� ENGINEERS -NORTHWEST, INC .P.S SHEET OF l� <br />6869 WOOD[ AWN AVE N E. (SUITE 205) <br />SEATTLE. WA 98115 <br />— Property of Engineers Northwest, Inc , Seattle - Use by others unlawful "' <br />PROJECT NUMBER 80059005 <br />PROJECT NAME Everett Industrial Park <br />LOCATION 0 <br />WIND LOADS PER ASCE 7.02 Section 6 0 - Method 2 - Low -Rise Buildings <br />HEIGHT OF PARAPET, hp = 0.00 ft. <br />BLDG RIDGE HEIGHT, hr = 29.00 ft. <br />BLDG. EAVE HEIGHT, he = 27.00 ft. <br />MEAN ROOF HEIGHT, hmr = 28.00 ft. <br />Distance diaphragm is below roof = 0 In. = .foist depth @ MBS buildings <br />Chord Beam Elevation at Ridge = 29.00 ft. <br />Chord Beam Elevation at Eave = 27.00 ft. <br />2a = 21.60 tt For MWFRS Corner design load <br />a = 10A0 ft. For Wall "Corner" design load <br />Loads to MWFRS <br />Location <br />Zones <br />Loads <br />Walls @ corners = <br />1 E & 4E <br />15 71 psf <br />Walls = <br />1 & 4 <br />10.42 psf <br />Windward roof = <br />2 <br />-13.14 psf <br />Leeward roof = <br />3 <br />-6 31 psf <br />Windward roof = <br />2E <br />-18.68 psf <br />Leeward roof = <br />3E <br />-10.72 psf <br />Walls parallel to the wind = <br />5 & 6 <br />0 00 psf <br />Windward Parapets = <br />All <br />24.02 psf <br />Leeward Parapets = <br />All <br />-14 68 psf <br />MWFRS Diaphi2agm loading parallel to the ridge <br />Corner load (up to) 21.6 ft. from corners = -320 pit 4 USE <br />Non -corner load (more than) 21.6 ft. from corners = 400 plf 4 - USE <br />MWFRS . Diaphpagm loading pe.rNndicular to the r gee <br />Corner load (up to) 21.6 ft. from corners - 320 pit 4 - - USE <br />Non -corner load (more than) 21.6 ft. from corners = 399 pd 4 USE <br />MWFRS - Roof Uplifts <br />Roof uplift load up to 21.6 ft. from exterior walls = <br />-18.9 psf <br />4 <br />USE <br />Roof uplift load mo— than 21.6 ft from exterior walls - <br />-13.2 psf <br />4 - <br />- USE <br />Components & Cladding <br />Wall Design @ 243 sq.ft. trib. (Inward) _ <br />13.0 psf <br />4 - <br />USE — <br />Wall Design @ 243 sq.ft trib. (Outward) _ <br />-14.3 psf <br />4 - <br />USE -- <br />Wall Design @ 243 sq.fL trib. (Outward at Corners) = <br />-15.1 Psf <br />4 - - <br />USE <br />Wall Design @ 10 sq.tL trib. (inward) = <br />16.3 pst <br />4 <br />- USE <br />Wall Design @ 10 sq.ft trib. (Outward) = <br />.17.7 psf <br />4 - <br />USE —' <br />Wall Design @ 10 sq.ft. trib. (Outward at Corners) - <br />-21.7 psf <br />4 - -- <br />- USE <br />Parapet only Design at Corners - <br />23.1 psf <br />4 - - <br />- USE <br />Parapet only Design NOT at Corners - <br />17.8 psf <br />4— -- <br />USE <br />N <br />1272005 <br />New wind <br />41yy <br />