2021-06-14_REVISION - M2012032 (3)

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2 BOLT CONN, 3/8" GUSSET 1" MAX 3/8" GUSSET TYP. SEE DWGS PLATE, TYP. SEE PLATE, TYP. SEE IF MORE REQ'D DWGS IF THICKER GA. LINE DWGS IF THICKER GA. LINE PLATE 3/8"x REQ'D REQ'D LENGTH AS O�F� �! �— . COLUMN COLUMN REQ'D y �, n n L2BOLT n n WP AT rL COLUMN WP AT PE COLUMN ��-- / BRACING BOLT L OR 2L 2L BRACING AND TOP OF o AND TOP OF �� 2L BRACING BASEPLATE BASEPLA' BASEPLATE N, BASEPLATE 2 BOLT CONN, WGS n TYP. SEE DWGS 'DIF MORE REQ'D S IF 2" MIN (EXTEND 1/2" SEE DWGS IF1/4 LARGER SEE GWELDBP AS REQ'D) I'� LARGER WELD 1/4 REQ'D REQ'D TYP DETAIL VERT BRACING TYP DETAIL VERT BRACING TYP D AIL VERT BRACING DOUBLE 1 AT COLUMN FLANGE & BASEPLATE 2 AT COLUMN WEB & BASEPLATE 3 ANGLE CROSS BRACING INTERSECTION NTS NTS NV NITS SAME GUSSET AND CONNECTIONS AS BELOW BEAM (IF BRACING a OCCURS HERE) / SAME GUSSET AND ° SAME GUSSET AND N CONNECTIONS AS BELOW I CONNECTIONS AS BELOW COLUMN OR POST COLUMN c BEAM (IF BRACING COLUMN BEAM (IF BRACING a' OCCURS HERE) _= v OCCURS HERE) BEAM R I e COLUMN BEAM OR GIRDER WP AT BEAM OR GIRDER BEAM OR GIRDER _ _y=�T_ __ LIP ANGLE CONN 3/8" THICK MIN.W WP AT CL COLUMN rL __ / AND rl BEAM AND (L BEAM i SEE DRAWINGS IF DIFFERENT L 2 BOLTS TO COLUMN, TYP — TYPICAL BEAM END o TYPICAL BEAM END -- i TYPICAL BEAM END i CONN. — SEE y^'\; THICKNESS OR QTY OF BOLTS CONN. — SEE CONN. — SEE STRUCTURAL NOTES `9 STRUCTURAL NOTES STRUCTURAL NOTES _ 1/4 3 SIDES, TYP - - - - m-- ` 3 8" GUSSET SEE DWGS IF 3 8" GUSSET r;H SEE DWGS IF ;1 iR i 2"R / 1/4 / 1 �a `. L BRACING PLATE, TYP. SEE 1 2•f LARGER WELD PLATE, TYP. SEE i __ LARGER WELD �s__j DWGS IF THICKER / 1/4 REQ'D DWGS IF THICKER 11/ REQ'D i 1/4 SEE DWGS IF ��-- REQ'D 1 4 LARGER WELD 0 2 BO T CONN, 2 BOLT CONN, / REQ'D u o. TYP. SEE DWGS TYP. SEE DWGS -y BEAM OR GIRDER DOUBLE CLIP ANGLE DOUBLE CLIP ANGLE IF MORE REQ'D 2 BOLT CONN, IF MORE REQ'D _ �, �, ,� o CONN 5/16"THICK I CONN 5/16"THICK L OR 2L -- L OR 2L TYP. SEE DWGS MIN. W/ 2 BOLTS PER BRACING MIN. W/ 2 BOLTS PER FBRACING 3/8' GUSSET IF MORE REQ'D CLIP TO COLUMN — CLIP TO COLUMN — PLATE, TYP. SEE SEE DRAWINGS IF SEE DRAWINGS IF DWGS IF THICKER oDIFFERENT THICKNESS DIFFERENT THICKNESS / _ OR QTY OF BOLTS OR QTY OF BOLTS / PLATE, SEE 2 BOLT CONN, \ REQ'D of 3 SIDES, TYP 1/4 3 SIDES, TYP 1/4 / REQ'D IF THICKER TYP. SEE DWGS \ o IF MORE REQ'D $ GA. LINE GA. LINE TYP DETAIL VERT BRACING TYP DETAIL VERT BRACING TYP DETAIL VERT BRACING TYP DETAIL HORIZ BRACING 4 ANGLE BRACING TO COLUMN FLANGE 5 ANGLE BRACING TO COLUMN WEB 6 ANGLE BRACING TO BEAM 7 ANGLE CONN TO COLUMN NTS NTS NTS NTS c v� I 0 a m i 0 i a � o � ro ' a o v � o o E m ry m E a — m ,E, PDO,u y �Tp�j�i FQ r 1916 m 3 H '�ONALE�G ISSUED FOR CONSTRUCTIO a s CDENT — —— 7——— project Office: Scale AS SHOWN PROCESS PLANT UPGRADES BARR PROJECT No. g CONSTRUCTION — — — 28 17 — ——— BARR ENGINEERING CO. Date 2/23/17 06 46-1 001.00 W a — — — — — ——BARR 170 SOUTH MAIN STREET DmwaBARR 0 U RAY SILVER LV R MININC. REVENUE VIRGINIUS MINE CLIENT PROJECT No. — — — 500 0 — —— SUITE LAKE CITY. Ur 84101 °heC e° JGT OURAY, COLORADO STRUCTURAL STEEL 9 0 TOP JGT JGT 4 28 17 ISSUED FOR CONSTRUCTION A B (, 2 3 Corporate Neadquartero: ph: 1-800-632-2277 Designed Tpp DWG. No. REV. No. c7 RELEASED Minneapolis,�,i—sota Far(952)832-2601 TYPICAL DETAILS NO. BY HK APP DATE REVISION DESCRIPTION TO/FOR DATE RELEASED Ph: 1_800_632-2277 wwwbarr.com Approved JGT 100—SS-102 0