BELOW MENTIONED LOADS ARE MAX VALUE OF ALL LOAD CASES U.N.O. Fy<= 0.6 kips Fx<= 0.3 Kips Fz<= 0.3 Kips (HYD/SUS/OPE) Y NODE 815 DX= -2.25" Z NODE X 790 NODE 780 Fy<= 0.8 kips (HYD/SUS/OPE) G-5 Fy<= 0.8 kips (HYD/SUS/OPE) G-5 NODE 760 NODE 750 NODE 770 NODE 740 NODE 720 NODE 730 L=2'-0" DA-1 G-5 NODE 710 CAL. NO. E2581-014 Rev. A ISSUED FOR STRESS APPROVAL [ ] APPROVED [✔ ] APPROVED AS NOTED By YUGANDARDATE 06/17/2021 COMMENTS HAVE BEEN ADDED TO PIPING PLANS AND SECTIONS By SHEET NO. DATE OF