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Beams and Connect ions <br />ELEV ATION BEAM U TILIZ ATION STATU S C ONNEC TION U TILIZ A TION STATU S <br />60″H an n ib al I 30160 (16g a)75.39%Ok 3-p in 24.02%Ok <br />120″H an n ib al I 30160 (16g a)75.39%Ok 3-p in 24.02%Ok <br />180″H an n ib al I 30160 (16g a)75.39%Ok 3-p in 24.02%Ok <br />240″H an n ib al I 30160 (16g a)75.39%Ok 3-p in 24.02%Ok <br />Braces <br />#BR ACE (St art ing f ro m <br />Bo t t o m)D IR ECTION U TILIZ ATION STATU S <br />1 1.5x 1.5x 0.25x 16g a H or izon ta l 37.44%Ok <br />2 1.5x 1.5x 0.25x 16g a D iagon al 88.86%Ok <br />3 1.5x 1.5x 0.25x 16g a H or izon ta l 4.76%Ok <br />4 1.5x 1.5x 0.25x 16g a D iagon al 90.74%Ok <br />5 1.5x 1.5x 0.25x 16g a H or izon ta l 1.49%Ok <br />6 1.5x 1.5x 0.25x 16g a D iagon al 81.70%Ok <br />7 1.5x 1.5x 0.25x 16g a H or izon ta l 3.55%Ok <br />8 1.5x 1.5x 0.25x 16g a D iagon al 64.85%Ok <br />9 1.5x 1.5x 0.25x 16g a H or izon ta l 6.42%Ok <br />10 1.5x 1.5x 0.25x 16g a D iagon al 46.48%Ok <br />11 1.5x 1.5x 0.25x 16g a H or izon ta l 5.77%Ok <br />  <br />Sei smic info r mati o n :Co de: <br />S1 : 0.5085173898125429 2025 C alifor n ia Bu ild in g <br />C od e <br />SS: 1.4659899463878785 C losed to Pu b lic <br />SD 1 : 0.7892332322922 Non -h azar d ou s Mater ial <br />SD S: 1.1510879606172018 Non -Essen tia l F acility <br />SD C : D <br />Co lu mn s:U TILIZ ATION STATU S <br />FR ONT COLU MN <br />H an n ib a l <br />I C 3014 <br />FR ONT BACKER <br />- <br />64.25%Ok <br />BACK COLU MN <br />H an n ib a l <br />I C 3014 <br />BA C K BACK ER <br />-64.25%Ok <br />Base P l ate, Slab an d An ch o r s: <br />SLAB <br />6" C on cr ete, 2500p si 28.38%Ok <br />ANCHOR S (P ER BA SE P LA TE) <br />Power -Stu d + SD 2 <br />(4) - 0.5" d ia x emb ed 3.75" <br />4.75" min len g th <br />90.07%Ok <br />BASE P LATE 51.40%Ok <br />W = 8" <br />L = 8" <br />t = 0.25" <br />D c = C en ter ed <br />S a1 = 6" <br />S a2 = 6" <br />Not es <br />1) Th e minimu m anch or length assu mes a 0.25” shim. A sho r ter ancho r may b e accep tab le. <br />2) Req uir ed sep ar atio n fr o m build ing: Cr o ss-aisle = 1.828", Do w n -aisle = 12" <br />3) Ro w sp acer s design ed w ith top tie at 247.75, bo tto m tie at 43.75, an d 1 tie(s) ev en ly sp aced b etw een them. <br />  <br />P R OJECT <br />L og omar k Sa tn a <br />A n a <br />ELEV ATION <br />Ty p e A <br />A D D R ESS <br />603 W. D y er R d . <br />S an ta A n a , C A <br />92707 <br />COOR D IN ATES <br />L a t: 33.7109373 <br />L on g: -117.875387 <br />CREA TED BY <br />Jor d a n T lu mak <br />D ATE <br />3/25/2026 <br />One Rack, LLC Co p y right ©