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1'— 0" MIN. <br />5-0" MAX. <br />0 <br />I <br />SECURE BOTTOM <br />BLOCKING TO EA. <br />JOIST w/ GA1 (4) <br />#9x1j" SD (TYP.) <br />N.T.S. <br />3'-5 <br />RTU 4WCZ6048 <br />MAX. WORKING <br />WEIGHT = 6071bf <br />CURB <br />(E) 3x8 HF2 ® 16" o/c <br />—8" MAX. <br />SECURE BOTTOM <br />BLOCKING TO SLEEPER <br />w/ SDS25600 ® 16" o/c <br />[MIN (4) PER SIDE] (TYP.) <br />RTU TO CURB CONN. <br />BY OTHERS <br />SECURE CURB TO SLEEPER <br />w/ SDS25300 ® 6" o/c <br />[MIN (4) PER SIDE] <br />(N) 6x6 PT SLEEPER <br />EXTEND 30" PAST RTU <br />a d (E) FULLY GROUTED <br />8" CMU WALL (TYP.) <br />d' <br />a' (E) PANEL EDGE <br />NAILING (TYP.) <br />(E) 3x8 PT LEDGER <br />SECURED TO GROUTED <br />CMU WALL w/ J" O TITEN <br />ANCHOR © 16" o/c <br />[TENSION TIES NOT <br />SHOWN] (TYP.) <br />(E) LUS36 HANGER (TYP.) <br />3x6 BOTTOM <br />BLOCKING; ALIGN w/ <br />SLEEPER ABOVE (TYP.) <br />Structural Design Associates 1812 HEWITT NEW RTU <br />3006 RUCKER AVE <br />Everett, WA 98201 <br />PHONE: 425.339.0293 FAX: 425.252.0916 1812 H E WI TT AVE. <br />www.strucdes.com E VE R E TT, WA <br />Drawn By: JIB <br />Checked By: CCC <br />Date: 07-20-2022 <br />SDA JOB NO. <br />9576 <br />co vIN <br />15 e d C <br />o <br />a3 <br />J U LY 22, 2022 <br />STRUCTURAL <br />NOTES <br />S-3.0 <br />