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a <br />J <br />RB Engineers, Inc. <br />1312 2nd St Kirkland, WA <br />Phone: (425) 822-3009 <br />Email: rbe1992@gmail.com <br />Project: Sarmanjit Residence <br />By: RB/MJT <br />Client: <br />Date: 9/10/2020 <br />Subject: Lateral Calculations <br />Page: <br />CHECK CONNECTIONS FOR EXTERIOR RAILING (INTERIOR SIMILAR) : <br />PER IRC - 3015 C NTRATED LOAD HANDRAL-S AND GUARDS SPLALL <br />BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF 2W POLOM, <br />APPLIED 3d ANY POINT ALONG THE TOP, AND TO TRANSFER THIS LOAD <br />THROUGH THE SUPPORTS TO THE STRUCTURE. .5 W . <br />i! <br />n <br />2X4 PE HANDRNL <br />�l <br />WELLED T SGpPORT - 1-12" X <br />318' TO 111ft XU4' STEEL FIAT <br />BARS <br />WELDED 318' SPACER <br />STEEL FLAT BAR 4 4'-L)' O.C_ (MIN.) <br />—A MAX CABLESPACil•,1G <br />CABLING SYSTEM - VEFiFY DLA- <br />FOR UPRIG1iT T1->7i0UG 44OL7=S <br />_ 5' x 31W STEEL FLAT BAR <br />o' 2' x 17 STEEL FLAT BARS <br />iM' PLATE 1 17 5' 1 17 TYP. (4' LONG MIN.) <br />W/ 5V X 3 1!t LONG <br />LAG SCREWS ® 5- O.C. <br />M = 200 lb x 42 in = 8,400 in lb <br />T=C=8,400inlb/5in= 1680lb <br />5/8" d) Gale. Laa Screws x 3.5" Lona an. Each Post: <br />T allow = 357 lb / in x 3 in x 2 screws = 2142 lb <br />Tactualk Ta!bw, Therefore OK <br />