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9/16 MIN <br />Ø7/16 X 7/8 (10 SLOTS - 5 EACH END) <br />WELD <br />7 GA. <br />1 1/2 <br />1 9/16 <br />MS-01 THRU MS-02 <br />7/16 MIN <br />1 1/2 <br />3 11/16 <br />*Note: Replace with <br /> when using knee braces <br />MSL-01 <br />MS-03 THRU MS-12 <br />11/16 MIN <br />7/16 MIN <br />MSL-01 MSL-02 & MSL-03 <br />MS-01 THRU MS-02 MS-03 THRU MS-12 <br />(B-02013) 12 GA. SUPPORT <br />STAND CROSS MEMBER <br />KNEE BRACE ASSY <br />(B-00909) 12 GA. SUPPORT <br />STAND LEG <br />(B-00913) 12 GA. MS PIVOT <br />PLATE <br />(B-02112) 12 GA. SMALL PIVOT <br />PLATE <br />(B-01717) 12 GA. KNEE <br />BRACE BRACKET <br />(B-00303) 4 GA. KNEE BRACE <br />13/16 <br />1 7/8 <br />1 1/2 <br />(B-09981) 12 GA. MSL PIVOT <br />PLATE <br />(B-00911) ADJ. MS FOOT <br />WELDMENT <br />PART NUMBER ADJ.ITEM #1 <br />B-00911-002 5 1 3/4 B-00905-002 <br />B-00911-003 7 3/4 3 B-00905-003 <br />B-00911-006 10 3/4 6 B-00905-006 <br />B-00911-007 11 3/4 7 B-00905-007 <br />B-00911-009 13 3/4 9 B-00905-009 <br />B-00911-012 17 5/8 12 B-00905-012 <br />12 GA. <br />(B-09987) 12 GA. MSL <br />SUPPORT LEG <br />(B-09988) 12 GA. MSL <br />SUPPORT LEG <br />(B-09983) MSL FOOT <br />WELDMENT <br />(B-09989) ADJ. MSL FOOT <br />WELDMENT <br />WELD <br />13/16 <br />WELD <br />13/16 <br />1 1/2 <br />7 GA. <br />12 GA. <br />2 5/8 <br />1 <br />4 3/8 <br />1 <br />2.5" MIN <br />EMBEDMENT <br />ANCHOR AT SLAB ON GRADE <br />3 <br />1 15/32 <br />2 3/4 <br />1 1/2 <br />6 1/4 <br />1 1/2 <br />1 1/2 <br />6 1/4 <br />12 GA. <br />7 GA.1 51/64 <br />3/16" MIN <br />3/16" MIN <br />6 1/4 <br />2 43/64 <br />3/16" MIN <br />5 5/16 <br />2 3/8 <br />1 5/16 <br />1 1/2 <br />36 <br />8 <br />88 8 3 5/16 <br />3 5/16 <br />Ø3/8 ANCHOR <br />(2) PER SUPPORT LEG <br />S&H Approved Anchors <br />ICC Report Type Brand Part Number Dimensions Seismic Approved Slab Thickness Notes <br />ICC-ES ESR 2713 <br />(concrete) <br />Screw Simpson Titen HD THD37300H 3/8" X 3"Y Building is a 6" slab on grade - <br />Used in calculation report for <br />anchor calculation <br />2 Anchors per Vertical <br />TITLE <br />Notice: This drawing and the design information contained <br />herein shall remain the sole property of S & H Industrial <br />Services, Inc. It is submitted for use in reference only and shall <br />not be duplicated, or given to a third party without the written <br />consent of S & H Industrial Services, Inc. S & H Industrial <br />Services, Inc. assumes no responsibility for the design of <br />operation of any structure or material shown on this drawing <br />not furnished by S & H Industrial Services, Inc., under the <br />contract to which this drawing applies. <br />MATERIAL HANDLING <br />SYSTEM INTEGRATION <br />5904 Krueger Drive <br />Jonesboro, AR 72401 <br />Tel 870-933-7346 <br />REVISION NO. <br />SHEETSCALE <br />DATE <br />CHECKED BYDRAWN BY <br />JOB NO <br />DWG NO <br />TITLE <br />RE <br />V <br />IN <br />I <br />T <br />I <br />A <br />L <br />S <br />DA <br />T <br />E <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />SH <br />E <br />E <br />T <br /> <br />R <br />E <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />2 <br />LB <br />3/ <br />7 <br />/ <br />2 <br />0 <br />2 <br />5 <br />Ad <br />d <br />r <br />e <br />s <br />s <br />i <br />n <br />g <br /> <br />P <br />e <br />r <br />m <br />i <br />t <br /> <br />R <br />e <br />v <br />i <br />e <br />w <br /> <br />C <br />a <br />l <br />l <br />o <br />u <br />t <br />s <br />3 <br />LB <br />6/ <br />1 <br />5 <br />/ <br />2 <br />0 <br />2 <br />5 <br />Ad <br />d <br />r <br />e <br />s <br />s <br />i <br />n <br />g <br /> <br />P <br />e <br />r <br />m <br />i <br />t <br /> <br />R <br />e <br />v <br />i <br />e <br />w <br /> <br />C <br />a <br />l <br />l <br />o <br />u <br />t <br />s <br />Collectors.com <br />CALIFORNIA <br />Outbound Addition <br />---- <br />Conveyor Supports - MS <br />316932C_P3 <br />316932C <br />JBB LB <br />NTS 05 <br />6/15/25 3 <br />*EACH SUPPORT IS REQUIRED TO HAVE FOUR ANCHORS <br />EXP. 6/30/2026 <br />06/17/2025