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652 E Dyer Rd- Racks - Plan
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652 E Dyer Rd- Racks - Plan
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Last modified
6/26/2026 5:00:13 AM
Creation date
6/26/2026 5:00:05 AM
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Template:
Plan
Permit Number
101126433
Full Address
652 E Dyer Rd
Street Number
652
Street Direction
E
Street Name
Dyer
Street Suffix
Rd
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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 />84″H an n ib al I 50140 (14g a)61.42%Ok 4-p in 17.87%Ok <br />168″H an n ib al I 50140 (14g a)61.42%Ok 4-p in 17.87%Ok <br />Braces <br />#BRA C E (St art i n g f ro m Bo t t o m)D IR EC TION U TILIZ ATION STATU S <br />1 1.5x 1.5x 0.25x 16g a H or izon tal 41.44%Ok <br />2 1.5x 1.5x 0.25x 16g a D iag on al 86.50%Ok <br />3 1.5x 1.5x 0.25x 16g a H or izon tal 5.89%Ok <br />4 1.5x 1.5x 0.25x 16g a D iag on al 81.93%Ok <br />5 1.5x 1.5x 0.25x 16g a H or izon tal 4.46%Ok <br />6 1.5x 1.5x 0.25x 16g a D iag on al 63.91%Ok <br />7 1.5x 1.5x 0.25x 16g a H or izon tal 8.07%Ok <br />8 1.5x 1.5x 0.25x 16g a D iag on al 31.63%Ok <br />9 1.5x 1.5x 0.25x 16g a H or izon tal 7.38%Ok <br /> <br />Sei smic info r mati o n :Co de: <br />S1 : 0.45516436143954137 2022 C alifor n ia Bu ild in g <br />C od e <br />SS: 1.2701816633020748 C losed to Pu b lic <br />SD 1 : 0.5598022902575197 Non -h azar d ou s Mater ial <br />SD S: 1.0161453306416597 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 />76.77%Ok <br />BACK COLU MN <br />H an n ib a l <br />I C 3014 <br />BA C K BACK ER <br />-74.13%Ok <br />Base P l ate, Slab an d An ch o r s: <br />SLAB <br />6" C on cr ete, 3000p si 18.95%Ok <br />ANCHOR S (P ER BA SE P LA TE) <br />Power -Stu d + SD 2 <br />(2) - 0.5" d ia x emb ed 3.75" <br />4.875" min len g th <br />48.02%Ok <br />BASE P LATE 36.86%Ok <br />W = 8" <br />L = 5" <br />t = 0.375" <br />D c = C en ter ed <br />S a = 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 = 0.843", Do w n -aisle = 8.4" <br />3) Ro w sp acer s design ed w ith top tie at 187.75, bo tto m tie at 43.75. <br /> <br />P R OJECT <br />H OA G MEMOR I A L <br />ELEV ATION <br />A -B T B <br />A D D R ESS <br />652 D Y ER R D <br />S A N TA A N A , C A <br />92705 <br />COOR D IN ATES <br />L a t: 33.7073133 <br />L on g: -117.8573074 <br />CREA TED BY <br />A p ex On eR ack A WS <br />D ATE <br />12/17/2025 <br />One Rack, LLC Co p y right ©
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