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a <br />0 <br />cnIr <br />SIDE <br />3� <br />M <br />J_ <br />3/44 14 GA THK <br />A <br />9f-a" <br />FeoNr <br />RACK ELEVATIONS <br />SCALE: 1 4 =1 —0 <br />1 3/8" <br />00 <br />ti <br />12 GA THK---O <br />@COLUMN STRUT <br />12' --0" <br />FRONT <br />BRACKET ASSEMBLY <br />AS NOTED r(F <br />� I• <br />. j 14 GA THK � e <br />n LOAD BEAM <br />(RACE �.1/2_ <br />�L • BRACE •�' .. ` .:.., `q <br />,.. <br />• s ' <br />OE FLOOR ANCHOR DETAIL <br />SEE NOTES FOR SPECS <br />BRACING CONNECTION DETAIL <br />0 If A <br />2 3/4" <br />TYP <br />BRACKET ASSEMBLY <br />AS NOTED TYF <br />I I <br />I I � <br />I I <br />I I <br />I I• <br />14GATHK <br />(OPALKAM <br />2 3/4" <br />TYP <br />STRUCTURAL NOTES <br />1. RACKS ARE MANUFACTURED BY NORTH AMERICAN STEEL OF ONTARIO, CANADA <br />2. MINIMUM YIELD (Fy) AND ULTIMATE (Fu) STEEL STRENGHTS SHALL BE AS FOLLOWS: <br />A) PALLET RACK BEAMS AND COLUMS Fy=50ksi Fu=65ksi <br />B PALLET RACK BRACING STRUT Fy=36ksi Fu=58ksi <br />C PALLET RACK BASE PLATES Fy= 36ksi Fu=58ksi <br />3. MAXIMUM RACK LOAD SHALL BE 1,500lbs PER LEVEL PER PAIR OF BEAMS. <br />4. CONCRETE SLAB IS GIVEN AS 5" THICK WITH fc'=2,500psi. <br />5. ALLOWABLE SOIL BEARING IS GIVEN AS 1,000psf FOR GRAVITY LOADS, <br />6. TIE —DOWN ANCHORS SHALL BE HILTI KWIK BOLTS OR EQUIVILANT. USE <br />2-1 /2" 0 0 1 /2" ANCHORS WITH 3" EMBEDMENT PER BASE PLATE. <br />SPECIAL INSPECTION IS NOT REQUIRED. <br />7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA DEPICTING <br />THE DESIGN CAPACITY AT CONSPICUOUS LOCATIONS. <br />8. 1F ANY DISCREPANCY OCCURS, CONTACT THE ENGINEER FOR CLARIFICATION. <br />5/ <br />3/8" TE <br />7" <br />O FOOT PLATE <br />T I I <br />TAMS �. . <br />0 <br />UZ O - , <br />EXPIRES 71141 0 <br />p 03 06 -o5f 7 <br />Z W <br />�� <br />O W <br />V) >0. <br />W <br />Y <br />m a < <br />r CO <br />c <br />DRAWING NUMBER <br />S AIR2 <br />poi s w casino Rd <br />t3 <br />.1 <br />