Laserfiche WebLink
FAC Systems Inc. Permanent Shoring Design For Date: 9/23/2020 by Farid A. Chouery, PE, SE o A Ch <br /> QQ\ f W s F9 <br /> 6738 19th Ave NW Wendy Weaver (C 9r <br /> 0 <br /> Seattle, WA 98117 7409 3rd Dr West <br /> C:206-383-8852 Everett, WA 98203 ` <br /> 182420 Z <br /> f� c�4c•�O <br /> C: 425-280-4532 ra I E� <br /> % s <br /> •oE� <br /> SHORING NOTES: nal <br /> 1. ALL METHODS AND MATERIALS SHALL CONFORM TO THE CURRENT CITY OF EVERETT BUILDING CODE <br /> REQUIREMENTS. <br /> 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AS SHOWN ON THE DRAWINGS AND ANY VARIATION <br /> WHICH WOULD MODIFY THE SHORING SYSTEM SHALL BE REPORTED TO THE ENGINEER. <br /> 4. STRUCTURAL STEEL ALL STRUCTURAL STEEL STD PIPE SHALL CONFORM TO ASTM A53 (Fy=36 KSI) <br /> 5. LAGGING TIMBER SHALL BE PRESERVATIVE TREATED WOOD, DOUGLAS FIR 2x4, #2 OR BETTER,Fb= 900 <br /> PSI, FULL FACE OR RECYCLE 2x4 PLASTIC LUMBER Fb=2114 PSI <br /> 6. SOLDIER PILES INSTALL THE TWO PIPES ADJACENT TO EACH IN 24 INCH DIAMETER HOLE FILL WITH 2500 PSI <br /> CONCRETE FIVE FOOT EMBEDMENT BELOW THE EXCAVATION. Special inspections and tests of concrete construction <br /> shall be performed in accordance IBC Table 1705.3. <br /> Gazebo <br /> 7.25 ft MAX <br /> 2x4 Lagging TYP / <br /> 5.75 ft <br /> MAX r Y <br /> ED— <br /> Shoring 5.5 ft high 5.5 ft <br /> (2)-4" Diameter Pipes TYP <br /> Ground <br /> solL PLAN SECTION <br /> 5 ft Embedment Fill with <br /> 2500 psi Concrete in 24- <br /> inch Diameter Hole <br />