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Job Name: 39424tmc <br />Date: 3/8/24 <br />MATERIAL SPECIFICATIONS <br />Minimum material specifications for design: <br />1. Concrete member strength is as noted <br />2. Hardware embedment into concrete is based on f'c=2500 psi, U.N.O. <br />3. Steel reinforcement is grade 60 except that No.3 and No.4 bars are grade 40 <br />4. Nails are 8d common, 10d common and 16d framing (short), U.N.O. <br />5. Glue-Laminated beams are 24F-V4 for simple span and 24F-V8 for other conds. <br />6. Steel: I-beams are A36, pipe is 53B, and tube is A500B <br />7. Cold Formed steel is A653, 16 gauge and heavier is 50 ksi; 18 gauge and lighter is 33ksi <br />SHEAR WALL SCHEDULE <br />Mark Seis.(plf) Wind (plf)x1.4 <br />10 260 364 <br />11 350 490 <br />12 490 686 <br />13 600 840 <br />14 870 1218 <br />TMC ENGINEER INC. <br />9542 Pacific Ave, Anaheim, CA 92804 <br />Phone: (714)-829-5053; Email: Tienchu.pe@gmail.com. <br />Per table 4.3A (Special Design Provision for Wind and Seimic ) <br />FLOOD ZONE - 718 S <br />Flintridge Dr Unit# 23/26/2025