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Page 1 of 4 <br />44 <br />S U L L/�W/�Y 11545 W. BERNARDO COURT, SUITE 201 <br />SANDIEGO, CA <br />NG.CO7 <br />lb ■ ENGINEERING <br />PROJECTMANAGER@SULLAWAYEG.COM <br />PHONE:1-858-312-5150 FAX:1-858-777-3534 <br />PROJECT: GARFIELD ELEMENTARY SCHOOL, 52215 PINE STREET, EVERETT, WA DATE: 10/21/2022 <br />PROJECT #: 37444 ENGINEER: PRC <br />CLIENT: PLUMB SIGNS LAST REVISED: <br />%8" 0 <br />THRU BOLT <br />2 SADDLE DETAIL, TYP. <br />MIN. (2) LOCATIONS <br />10/21 /2022 <br />a <br />a. <br />(V <br />i <br />a ° <br />d <br />° ° <br />a <br />a <br />1 '-6„0 <br />GENERALNOTES <br />1. DESIGN CODE: IBC 2018 & WASHINGTON SBCC 2018 <br />2. DESIGN LOADS: ASCE 7-16 <br />3. WIND VELOCITY 110 MPH EXPOSURE C <br />4. CONCRETE 2500 PSI MINIMUM <br />5. PIPE STEEL ASTM A53 GR. B, Fy = 35 KSI MIN. <br />6. BOLT STEEL ASTM A307, HDG PER ASTM Al53, ZP PER ASTM B633 <br />7. PROVIDE MIN. 3" CLEAR COVER ON ALL STEEL EMBEDDED IN <br />CONCRETE WHEN CAST AGAINST SOIL <br />8. LATERAL SOIL BEARING PER IBC CLASS 4 (150 PSF/FT) <br />9. PROVIDE PROTECTION AGAINST DISSIMILAR METALS <br />10. ALL DIMENSIONS TO BE VERIFIED PRIOR TO FABRICATION <br />1 ELEVATION <br />City of Everett Permit Review <br />EVERETT Status: Approved <br />WNSHINGTON <br />12/15/2022 2:05:07 PM <br />