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Project: Everett Mall Canopy Job Number: 23-695 <br />•MPCS Sheet: of Name: LAH <br />Structural Solutions Originating Office: Tacoma Date: 09/27/21 <br />DESIGN CRITERIA - WIND <br />FIGURE 273-5: Main Wind Force Resisting System, Part 1 (All Heights): Design Wind Load Cases per ASCE 7-16 <br />DhWams <br />CASE 1 <br />Hr <br />a-srw.c AMPLX <br />MT - a 75 (Por+Pt.410 'ex <br />ex=ta15 ex <br />CASE 2 <br />K75pwr <br />mr <br />A 75 PWY <br />a>'srwx anPyx <br />artratr <br />CASE 3 <br />"SOP WY <br />l ?Silt aa�a r IIx j 1 * 1 1 1� 45"pLK <br />L &SM PLY <br />Mr 0-75 0PVY4-PtdBrer Mr a 0.563 (Pm•+Pr )Bre% + 0.563 (Prr+PL1)Byrr <br />er-t015or ex-s0.15Ba. er-,*035Br <br />ll "iim <br />PWx, Pw,y=Windward face design pressure acting in the x, y pritcipal axis, respectively. <br />PLK, PLY =I-e ward face design pressure acting in the x, y principal axis, respectively. <br />e(ex,ey)=Eccentricity for the x. y principal axis of the structure, respectively. <br />MT=Tosional moment per unit height acting about a vertical axis of the building. <br />CASE 4 <br />Cast L Full design wind pressure acting on the projected area perpendicular to each principal axis of the structure, considered <br />separately along each principal axis. <br />Case t Three-quarters of the design wind pressure acting on the protected area perpendicular to each principal axis of the structure <br />in cenjunctiorh with a torsional moment as shown, considered separately for each principal antis. <br />Cause 3. Wind loading as defined in Case 1, but considered to act simultaneously at 75% of the specified value. <br />Carat 4. Wind loading as defined in Case ? but considered to act simultaneously at 75% of the specified value. <br />Nofts <br />1. Design wind pressures for windward and leeward faces shall be determined in accordance with the provisions of Sections 2?.3.1 <br />and 273.2 as applicable for buddnngs of all heights. <br />2. Diagram show plan views of buildings. <br />FRUM 9.3-5 Main Wlrtd F- m Resialkn9 moo, Part 4 (Ail KWOto): Design Wind LMW caws <br />Design Criteria - IBC2018 - Revised 04/12/21 23695 Design Criteria 2023-09-27 lah(Wind MWFRS Figure ) <br />