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REVIEWED RESUB 3-BLD2024-1067+Structural_Analysis_or_Calculations+9.10.2024_3.46.02_PM+4492048Basri Basri P.E. S.E. Structural Engineer www. linked in.com/in/basri www.b2engineers.com 425-318-0031 (c) 425-318-7047 (o) BLD2024-1067 RESUB Sep 11 2024 REVIEWED BY CITY OF EDMONDS STRUCTURAL CALCULATIONS FOR CASES ANCHORAGE , IM4,RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 BY: B.H. DATE:6-22-23 JOB NO.: 21351 5�\ eq�, P pF WASy7 S'A �� 11 . i Q- �,Sj T�L 43789 cTURA L �NGNG\L_ SS�ONAL E Basri Basri P.E. S.E. Structural Engineer www.linkedin.com/in/basri www.b2engineers.com 425-318-0031 (c) 425-318-7047(o) GENERAL SCOPE CODE SEISMIC CASES ANCHORAGE 2021 IBC LATITUDE = 47.8106521 LONGITUDE=-122.3773552 SITE CLASS D SEISMIC DESIGN CATEGORY D S1 = 0.653 SIDS = 1.521 Job No.: 21351 By: B.H. Date: 09.04.24 Job Name: EDMONDS, WA Sheet No.: 1 Basri Basri P.E. S.E. Structural Engineer www.linkedin.com/in/basri www.b2engineers.com 425-318-0031 (c) 425-318-7047 M SEISMIC ANCHORGE FOR CASE O5M-NRG Fp = 0.7x0.4xaPSpSWR(1+2z/h)/(R)IR) ap = 1.0 RP = 2.5 SDS = 1.521 IP = 1.0 z/h = 0.0 WP(LB) = 2000 Fp (LB) = 0.17 WP= 340.7 Fp min (LB)= 0.7x0.3SDSIPWP = 0.32 WP= H max (IN) = 69.4 D min (IN) = 31.7 L (IN) = 5.1 M,, (IN -LB) = Fpx(H/2+L) _ MR (IN -LB) = 0.7xWPxD/2 = UPLIFT_JLB) _ _ MiMI 25434.6 22183.0 638.8 (GOVERNS) Job No.: By: Date: Job Name: Sheet No.: Fp P 3/8" DIA101} WEDGE -ALL WEDGE ANCHOR EA. CORNER l D 1640LB PER BOLT WITH 2-3/4" EMBED.) 21351 B.H. 09.04.24 EDMONDS, WA 2 H L Basri Basri P.E. S.E. Structural Engineer www.linkedin.com/in/basri www.b2engineers.com 425-318-0031 (c) 425-318-7047(o) SEISMIC ANCHORGE FOR CASE VNRB Fp = 0.7x0.4xaPSpSWR(1+2z/h)/(R)IR) ap = 1.0 RP = 2.5 SDS = 1.521 IP = 1.0 z/h = 0.0 WP(LB) = 2000 Fp (LB) = 0.17 WP= 340.7 Fp min (LB)= 0.7x0.3SDSIPWP = 0.32 WP= H max (IN) = 83.0 D min (IN) = 26.5 L (IN) = 8.3 M,, (IN -LB) = Fpx(H/2+L) _ MR (IN -LB) = 0.7xWPxD/2 = UPLIFT (LB) _ _ MR-Nd 31774.9 18550.0 I. WEDGE -ALL WEDGE ANCHOR EA. CORNER 1640LB PER BOLT WITH 2-3/4" EMBED.) 638.8 (GOVERNS) Job No.: By: Date: Job Name: Sheet No.: Fp P X 21351 B.H. 09.04.24 EDMONDS, WA 3 H L Basri Basri P.E. S.E. Structural Engineer www.linkedin.com/in/basri www.b2engineers.com 425-318-0031 (c) 425-318-7047(o) SEISMIC ANCHORGE FOR CASE VNRZ Fp = 0.7x0.4xaPSpSWR(1+2z/h)/(R)IR) ap = 1.0 RP = 2.5 SDS = 1.521 IP = 1.0 z/h = 0.0 WP(LB) = 2000 Fp (LB) = 0.17 WP= 340.7 Fp min (LB)= 0.7x0.3SDSIPWP = 0.32 WP= H max (IN) = 86.0 D min (IN) = 26.5 L (IN) = 4.1 M,, (IN -LB) = Fpx(H/2+L) _ MR (IN -LB) = 0.7xWPxD/2 = 436.0 30104.4 18550.0 638.8 (GOVERNS) Job No.: By: Date: Job Name: Sheet No.: Fp P 3/8" DIAMV WEDGE -ALL WEDGE ANCHOR EA. CORNER l D 640LB PER BOLT WITH 2-3/4" EMBED.) 21351 B.H. 09.04.24 EDMONDS, WA 4 H L