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134 <br />5 <br />500 LBS <br />2920 LBS <br />2920 LBS <br />13 <br />' <br />- <br />6 <br />" <br /> <br />M <br />A <br />X <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />6' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />6' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />1' <br />- <br />6 <br />" <br />(E) 5" SLAB-ON-GRADE <br />f'c = 2500 PSI V.I.F. <br />GROW GLIDE 2 9/16" x 2 3/16" - 0.078" <br />COLUMN <br />GROW GLIDE 3\" x 2\" - 0.06" <br />BEAM <br />8'-0" <br />MAX. <br />13 <br />' <br />- <br />6 <br />" <br /> <br />M <br />A <br />X <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />3' <br />- <br />1 <br />1 <br />" <br /> <br />M <br />A <br />X <br />. <br />0' <br />- <br />9 <br />" <br />4'-0" <br />GROW GLIDE 0.944" x 0.944" - 0.063" <br />BRACE <br />96" WIDE RACK CONFIGURATION <br />CAN SUPPORT 2,960 LBS MAXIMUM <br />ONLY ON LEVELS 1 & 2 <br />ANTI-TIP TRACK <br />(2) HLC-FPH 1/4"x2" <br />SLEEVE ANCHOR <br />@23 1/2" O.C. <br />STRONG-BOLT 2 3/8" x hnom = 2.875" <br />@23 1/2" O.C. <br />ICC-ES ESR-3037 <br />OR EQUIVALENT <br />STORAGE RACKS ARE <br />PREFABRICATED & <br />ARE TO BE FIELD ASSEMBLEDONLY - NO FIELD WELDING <br />GROW GLIDE 3 1/2" x 2 1/2" - 0.06" <br />BEAM <br />GROW GLIDE 2 9/16" x 2 3/16" - 0.078" <br />COLUMN <br />BEAM TO COLUMN CONNECTION <br />ACCORDING TO MANUFACTURER <br />3 <br />S3.0 <br />1 <br />S3.0 <br />A <br />S3.0 <br />B <br />S3.0 <br />TYPICAL ELEVATION TYPICAL SECTION <br />(E) SLAB-ON-GRADE <br />A <br />S3.0 <br />B <br />S3.0 <br />SEE 4/S3.0 <br />V TRACK PER MANUFACTURE <br /> <br />3 <br />5 <br />3 <br />5 <br /> <br />W <br /> <br />G <br />A <br />R <br />R <br />Y <br /> <br />A <br />V <br />E <br />ST <br />O <br />R <br />A <br />G <br />E <br /> <br />R <br />A <br />C <br />K <br /> <br />A <br />N <br />A <br />L <br />Y <br />S <br />I <br />S <br />35 <br />3 <br />5 <br /> <br />W <br /> <br />G <br />A <br />R <br />R <br />Y <br /> <br />A <br />V <br />E <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />JOSE RAMIREZ, PE <br />jose@ramirezstructural.com <br />(562) 519-6045 <br />ig: @ramirezstructural <br />www.ramirezstructural.com <br />REVISION DESCRIPTION DATE <br />A <br />B <br />C <br />PROJECT NO.24-221 <br />DATE:9/16/24 <br />RAMIREZ <br />STRUCTURAL INC <br />TYPICAL <br />DETAILS <br />S3.0