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FAC Systems Inc. Temporary Shoring Design For Date: 8/15/2020 by Farid A. Chouery, PE, SE <br /> 6738 19th Ave NW Wendy Weaver <br /> Seattle, WA 98117 7409 3rd Dr West <br /> C:206-383-8852 Everett, WA 98203 <br /> C: 425-280-4532 <br /> SHORING NOTES: <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 A36 (Fy=36 KSI) <br /> 5. LAGGING TIMBER,DOUGLAS FIR 2x4, #2 OR BETTER,Fb=900 PSI,FULL FACE OR RECYCLE PLASTIC LUMBER Fb= <br /> 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. <br /> Gazebo <br /> 7.25 ft MAX <br /> 2x4 Lagging TYP j <br /> 5.75 ft <br /> MAX <br /> Shoring 5.5 ft high 5.5 it <br /> (2)-4" Diameter Pipes TYP <br /> Ground <br /> solL PLAN A CH SECTION <br /> P>� w <br /> 5 ft Embedment Fill with <br /> 2500 psi Concrete in 24- <br /> 18242 .\p0 Q� <br /> �s �ral E7` \C inch Diameter Hole <br /> onal�� <br />