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113PCS <br />Structural Solutions <br />Project: Everett Mall Canopy Job Number: <br />Sheet: of <br />Originating Office: Tacoma <br />DESIGN CRITERIA CHECKLIST <br />Name: <br />Date: <br />23-695 <br />LAH <br />9/27/2021 <br />CODE: IBC 2018, ASCE 7-16 1 LOCATION: Everett, WA <br />RISK CATEGORY: li (Per ASCE 7-16 Table 1.5-1 & IBC Table 1604.5) <br />VERTICAL DESIGN CRITERIA <br />DEAD LIVE PARTITION CONCENTRATED <br />WIND DESIGN CRITERIA <br />BASIC WIND SPEED (V) = <br />98 MPH <br />(Per ASCE 7-16 Sec. 26.5.1, Fig. 26.5-1A; 1B; 1C & 1D, or as required by Bldg Dept.) <br />EXPOSURE CATEGORY: <br />B <br />(Per ACSE 7-16 Section 26.7.3) <br />DIRECTIONALITY FACTOR (Kd): <br />0.85 <br />(Per ASCE 7-16 Table 26.6-1) <br />GUST EFFECT FACTOR (G) <br />0.85 <br />(Per ASCE 7-16 Section 26.11) <br />TOPOGRAPHIC FEATURE: None <br />(See ASCE 7-16 Figure 26.8-1) <br />HILL HEIGHT (H): <br />100 FT <br />(See ASCE 7-16 Figure 26.8-1) <br />UPWIND DISTANCE TO HALF HILL (Lh): <br />100 FT <br />(See ASCE 7-16 Figure 26.8-1) <br />DISTANCE FROM CREST TO SITE (x): <br />100 FT UPWIND (See ASCE 7-16 Figure 26.8-1) <br />MEAN ROOF HEIGHT: So FT <br />(See ASCE 7-16 Section 26.2 - Definitions) <br />ELEVATION: <br />0 FT <br />(See ASCE 7-16 Section 26.9) <br />ENCLOSURE CLASSIFICATION: Enclosed <br />(See ASCE 7-16 Secion 26.2 & Table 26.13-1) <br />ROOF TYPE: Monoslope , (See ASCE 7-16 Figure 27.3-1) <br />ROOF SLOPE (_:12): 0.50:12 1 (Enter vertical rise in 12 horizontal units) 0 (degrees): 2.39 <br />SEISMIC DESIGN CRITERIA <br />SITE CLASS: D (Per IBC Section 1613.2.2, Assumed as "D" or per Geotech.) <br />IMPORTANCE FACTOR 00: 1 (Per ASCE 7-16 Table 1.5-2) <br />STRUCTURAL SYSTEM (R): 3.5 (Per ASCE 7-16 Table 12.2-1) <br />OVERSTRENGTH FACTOR (00): 3.0 (Per ASCE 7-16 Table 12.2-1) <br />INFORMATION BELOW FROM APPLIED TECHNOLOGY COUNCIL (ATC) "HAZARDS BY LOCATION" <br />LATITUDE: 47.9Ss = 1.362 Fa = 1.200 <br />LONGITUDE: 10122.219 S, = 0.483 Fv= 2.000 <br />DEFLECTION CRITERIA <br />FLOOR (LIVE): L/ 480 . ROOF (LIVE): L/ 360 n <br />FLOOR (TOTAL): L/ 360 F ROOF (TOTAL): L/ 240 <br />WALLS: L/ 360 _ SPECIAL: L/ n <br />SOIL DESIGN CRITERIA <br />REPORT: No <br />BEARING: 6000 PSF <br />ACTIVE: 35 PCF <br />PASSIVE: 250 PCF <br />COEFFICIENT OF FRICTION 0.35 <br />PILE TYPE: NONE <br />VERTICAL CAPACITY: N/A <br />Design Criteria - IBC2018 - Revised 0 <br />Values provided in existing drawings <br />MINIMUM FOOTING DIMENSIONS: <br />CONTINUOUS: <br />SPREAD: P-6" <br />FROST DEPTH: F-6" <br />LATERAL CAPACITY: I N/A <br />23695 Liesign Criteria 3-09-27 lah(Overall (Input)) <br />