Laserfiche WebLink
Calculation: Hanging Unit Support { 1-3 <br />i-(E) -M <br />5NEAT141% <br />(E) TJI JD15T <br />PER RAN, TYP. <br />J RWV37100 VERTKI <br />'00 RANGER, TTP <br />TNR_...,_., <br />PER MAIN DETAIL <br />Vertical Rod to Wood Connection: <br />Rod Size: <br />; R in Dia <br />Tension: <br />83.45 lb (ASD) <br />Try: <br />RWV37100 Simpson <br />Tension allow: <br />155 lb <br />Unity Check: <br />0.538 Oh <br />Wood Rod Hanger Design Information — Wood <br />lenslon Wood Hod Hanger Hilovvable Loads <br />1. Load values are based on full shank penetration Into the wood member. <br />2. Allowable loads may be increased by CD = 1.6 for mind or earthquake. <br />3. Allowable loads are based on a factor of safety of 5.0. <br />4. Mechanical and plumbing design codes may prescnbe lower allowable loads. Verity with local codes. <br />S. Allowable loads are based on Douglas Fr -Larch (DD. Southern Pine (SP) and Spruce Pine -Fir (spn wood members <br />having a minimum specific gravity of 0.50, 0.55 and 0.42. respectively. <br />13228 NE 20th St., Suite 100, Bellevue, WA 98005 1 (425) 614-0949 <br />Project: Starbacks-Broadway & l Oth Pg. No: C - 3 <br />Address: 1010 N Broadway, Everett, WA 98201 Date: 3/19/24 <br />Client: Graphite Design Group Job No.: 24084 <br />fi <br />