Laserfiche WebLink
• rY <br /> • <br /> Ar44, HodgeReport 11/18/2021 <br /> # 210489A <br /> engineeringinc.RE: 2207 Gibson Place Everett, WA <br /> Langus 3-Car Garage <br /> Plan Review 1 Engineering Response <br /> 8. See Sheet S3. The brace wall line that includes (2) single portal frames at the double <br /> garage doors does not meet the braced wall requirements of Section R602.10.2.2. <br /> Braced walls along a braced wall line should be distanced not greater than 20 feet. See <br /> Figure R602.10.2.2. <br /> Section R602.10.2.2 and Figure R602.10.2.2 are added below for reference. <br /> R602.10.2.2 Locations of braced wall panels. A <br /> braced wall panel shall begin within 10 feet (3810 min) <br /> from each end of a braced wall lute as determined in <br /> Section R602.10.1.1. The distance between adjacent <br /> edges of braced wall panels along a braced wall line <br /> shall be not greater than 20 feet (6096 nun) as shown in <br /> Figure R602.10.2.2. <br /> zim <br /> NOTE:CONTINUOUS <br /> 20'MAX 1 I 20'MAX <br /> SHEATHING METHODS <br /> REQUIRE ALL FRAMED / i O <br /> PORTIONS OF THE BRACED / <br /> WALL LINE TO BE SHEATHED. <br /> — <br /> For SI: I foot=304.8 nun. <br /> FIGURE R602.10.2.2 <br /> LOCATION OF BRACED WALL PANELS <br /> 701R INTERNATIONAL RESIDENTIAL CODE' <br /> Per plan the opening is 21' which is greater than the 20' allowed by the IRC prescriptive <br /> method. However, the shear line has 467 pounds force while the portal frame capacity <br /> is in excess of 2,250 pounds force. Also, the lateral model is engineered and does not <br /> follow prescriptive engineering methods. The 20' limitation does not apply. <br /> !lodge Engineering, lne. <br /> John E. Hodge P.E. <br /> 3733 Rosedale St NW,Suite 200,Gig Harbor,WA 98335 <br /> (253) 857-7055 <br />