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3702 W MUKILTEO BLVD HARBORS EDGE TOWNHOMES 2025-08-13
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3702 W MUKILTEO BLVD HARBORS EDGE TOWNHOMES 2025-08-13
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8/13/2025 1:17:43 PM
Creation date
8/13/2025 1:14:10 PM
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Address Document
Street Name
W MUKILTEO BLVD
Street Number
3702
Tenant Name
HARBORS EDGE TOWNHOMES
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. <br /> 19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> ENGINEERIN G Fax:425-821-2120 <br /> Sage Homes Revision Date: 1/11/2021 <br /> Harbors Edge TH-7-Plex <br /> Ps=A Kn Ps3o (28.5-1) Exposure= C <br /> A= 1.39 (Fig.28.5.1) Mean Roof Ht hn(ft)= 30 ft <br /> K2r= 1.00 (Section 26.8) a(roof)= 4.0 ft <br /> a(upper/main floor)= 3.9 ft <br /> Basic Wind Speed= 100 mph <br /> Roof Angle= 15 <br /> North/South Loading 28.5.4 Minimum Design Loads <br /> Zone Area psi(psf) Psaod..00n(psf) p(psf) Force(#) ASD Force(#) Force(#) ASD Force(#) <br /> Roof Awed 32 19.9 19.9 27.7 885 531 512 307 <br /> Agable 20 19.9 19.9 27.7 553 332 320 192 <br /> B 40 -6.6 0.0 0.0 0 0 320 192 <br /> Cwall 514 13.3 13.3 18.5 9502 5701 8224 4934 <br /> Cgable 183 13.3 13.3 18.5 3383 2030 2928 1757 <br /> D 380 -3.8 0.0 0.0 0 0 3040 1824 <br /> Total Area= 1169 Total Load= 14324 8594 15344 9206 <br /> Design: 15344 9206 <br /> Zone Area Psso(Psf) Pssod.,+on(psf) p(psf) Force(#) ASD Force(#) Force(#) ASD Force(#) <br /> Floor 3 Awall 75 19.9 19.9 27.7 2072 1243 1198 719 <br /> Agable 0 19.9 19.9 27.7 0 0 0 0 <br /> B 0 -6.6 0.0 0.0 0 0 0 0 <br /> Cwall 1222 13.3 13.3 18.5 22588 13553 19550 11730 <br /> Cgable 0 13.3 13.3 18.5 0 0 0 0 <br /> D 0 -3.8 0.0 0.0 0 0 0 0 <br /> Total Area= 1297 Total Load= 24660 14796 20748 12449 <br /> Design: 24660 14796 <br /> Zone Area p s,,(psf) P S30dn.(psf) p(psf) Force(#) ASD Force(#) Force(II) ASD Force(#) <br /> Floor 2 Awall 74 19.9 19.9 27.7 2050 1230 1186 711 <br /> Agable 0 19.9 19.9 27.7 0 0 0 0 <br /> B 0 -6.6 0.0 0.0 0 0 0 0 <br /> Cwall 1223 13.3 13.3 18.5 22603 13562 19562 11737 <br /> Cgable 0 13.3 13.3 18.5 0 0 0 0 <br /> D 0 -3.8 0.0 0.0 0 0 0 0 <br /> Total Area= 1297 Total Load= 24653 14792 20748 12449 <br /> Design: 24653 14792 <br /> East/West Loading 28.5.4 Minimum Design Loads <br /> Zone Area P sso(Psi) p 530drsfun(Psf) p(psf) Force(#) ASD Force(#) Force(#) A50 Force(#) <br /> Roof Awall 32 19.9 19.9 27.7 885 531 512 307 <br /> Agable 0 19.9 19.9 27.7 0 0 0 0 <br /> B 40 -6.6 0.0 0.0 0 0 320 192 <br /> Cwall 128 13.3 13.3 18.5 2366 1420 2048 1229 <br /> Cgable 0 13.3 13.3 18.5 0 0 0 0 <br /> D 160 -3.8 0.0 0.0 0 0 1280 768 <br /> Total Area= 360 Total Load= 3251 1951 4160 2496 <br /> Design: 4160 2496 <br /> Zone Area p tm(Psf) P,,odmmo(Psf) p(psf) Force(#) ASD Force(#) Force(#) ASD Force(#) <br /> Floor 3 Awall 71 19.9 19.9 27.7 1964 1178 1136 682 <br /> Agable 0 19.9 19.9 27.7 0 0 0 0 <br /> B 0 -6.6 0.0 0.0 0 0 0 0 <br /> Cwall 309 13.3 13.3 18.5 5712 3427 4944 2966 <br /> Cgable 0 13.3 13.3 18.5 0 0 0 0 <br /> D 0 -3.8 0.0 0.0 0 0 0 0 <br /> Total Area= 380 Total Load= 7676 4606 6080 3648 <br /> Design: 7676 4606 <br /> Zone Area p t>n(psf) P c,odmmn(Psf) p(psf) Force(#) ASD Force(#) Force(#) ASD Force(#) <br /> Floor 2 Awall 74 19.9 19.9 27.7 2050 1230 1186 711 <br /> Agable 0 19.9 19.9 27.7 0 0 0 0 <br /> B 0 -6.6 0.0 0.0 0 0 0 0 <br /> Cwall 302 13.3 13.3 18.5 5581 3349 4830 2898 <br /> Cgable 0 13.3 13.3 18.5 0 0 0 0 <br /> D 0 -3.8 0.0 • 0.0 0 0 0 •0 <br /> Total Area= 376 Total Load= 7631 4579 6016 3610 <br /> Design: 7631 4579 <br /> Date: 8/29/2022 <br /> Page: L1.4 <br />
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