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Calculation: RTU Analysis 7_16 � 1-3; <br />ASCE 7-16 Chapter 29.4.1 - Rooftop Structures and I <br />Buildine Geometry and Site Characteristics: <br />Height'h': <br />20 ft <br />(larger) Length: <br />76 ft <br />Width: <br />,, ft <br />Roof Area: <br />2432 ft' <br />Building Type: 1.11C1»Ct1 It liIdin," <br />Ground Elev. above Sea Level, zg : 0 ft <br />lCE 7-16 Chapter 13 Seismic Design ofNom <br />Wind Design Criteria & Velocity Pressure: <br />Basic Windspeed'V': <br />`),s mph <br />Component Exposure Category: <br />11 <br />Velocity Pressure Coefficient, KZ : 0.624 <br />a: <br />7.0 [Table 26.11 -11 <br />Zg: <br />1200 [Table 26.11 -11 <br />Topographic Factor, K21: <br />1.00 <br />Wind Directionality Factor, Kd : <br />0.85 <br />Ground Elevation Factor, Ke : <br />1.00 <br />Velocity Pressure, qz <br />= qh: 13.04 psf <br />Rooftop Equipment Parameters: Unit Description: ASHI'-1 <br />Len h (long dim) dt� Unit Weight: 265 lb (Includes Curb) <br />l Unit Length: 38 in <br />Unit Width: 35 in <br />Height X Unit Height: 46 in <br />Curb Height: 0 in <br />_ Curb Height Curb Adapter Height: 0 in (if applicable) <br />Total Height: 46 in <br />1' <br />Seismic Component Description: <br />Seismic Component: MI;P: MEC1. Air -Side HVACR, Fans, Air Handlers, Air Conditioning Units, Cabinet <br />Heaters, Air Distribution Boxes, and Other Mechanical Components Constructed <br />ap. 2.5 of Sheet Metal Framing <br />RP: 6 <br />40: 2 <br />Site Sds: 0.96 <br />F,—,ori,.: 0.479 *W <br />Fp—Ho,;z : 126.9 lbs (LRFD) -- > 88.82 lbs (ASD) <br />F _vert.: 50.8 lbs (LRFD) --> 35.53 lbs (ASD) <br />Design Wind Loading: Building Length "Ibid." <br />Building Length "lblae" g � brae <br />10 Fh-x <br />Building Building f <br />Widt-x hWidth L1 Fh-y <br />"W "1 <br />bldg W OkFh-y <br />4Fh <br />Wbldg 14 W <br />Orientation Diagram: Orientation I Orientation 1: Orientation 2: <br />'Fh_ ' Lateral Force: I I 'Fl,_x Lateral Force: 'F ' Vertical Uplift Force: <br />0.1 Bh: 152 ft2 0.1 Bh: 64 ft 0.1 BL: 243.2 fr <br />Bh: 1520 ft' Bh: 640 ft' BL: 2432 ft' <br />Af. 12.1389 ft' Af: 11.18 ft' Ar: 9.236 ft2 <br />GCr: 1.9 GCr: 1.9 GCr: 1.5 <br />Fh- : 300.744 lb (LRFD) Fh-x: 277 lb (LRFD) Fv: 180.7 lb (LRFD <br />JAUE <br />13228 NE 20th St., Suite 100, Bellevue, WA 98005 1 (425) 614-0949 <br />'reject: Starbucks - Broadway & IOth Pg. No: RTU -1 <br />lddress: 1010 N Broadway, Everett, WA 98201 Date: 3/19/2024 <br />lient: Graphite Design Group Job No.: 24084 <br />