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FILLING AREA <br />GALVANIZED METAL GUARD <br />RAILING -EXTEND VERTICAL <br />RAILING POST TO BRACE OFF <br />EXISTING ROOF STRUCTURE <br />(10'-0" O,C, MAX.) <br />TRIM TO MATCH IMP <br />FINISH -FASTENED AT <br />12" O.C. <br />INSULATED METAL WALL <br />PANEL <br />TRIM TO MATCH IMP <br />FINISH -FASTENED AT <br />12" O.C. (STAINLESS STEEL <br />WHERE APPLICABLE) <br />STAINLESS STEEL -SECURE <br />WITH FAB-LOK FASTENERS <br />AT 12" O.C. TO WALL IMP AND <br />CEILING <br />WALKABLE IMP <br />SUPPORT FROM <br />EXISTING ROOF <br />JOISTS <br />1A <br />8x8x16 -CONCRETE BLOCK <br />#4's AT 48" O.C. IN <br />GROUTED CELLS <br />LADDER REINFORCING <br />EVERY OTHER COURSE <br />THICKENED SLAB <br />SEE STRUCTURAL <br />DRAWINGS <br />BOND BEAM WITH <br />(2) # 5'S CONTINUOUS <br />22'-8" <br />STEEL BEAMS - <br />SEE STRUCTURAL DRAWINGS <br />METAL DECK -SEE <br />STRUCTURAL DRAWINGS <br />EPOXY PAINT <br />TOP / MASONRY <br />MAKING AREA MECHANICAL ROOM <br />MECHANICAL <br />MEZZANINE <br />3 <br />TOILET ROOM <br />PRE-FINISHED GALVANIZED <br />METAL FINISH <br />CONCRETE SLAB <br />INSULATED METAL WALL <br />PANEL <br />GALVANIZED ANGLE -SECURE <br />WITH FAB-LOK FASTENERS <br />AT 12" O.C. TO WALL IMP AND <br />CEILING <br />4 <br />IMP CEILING <br />9'-0" <br />PRE-FINISHED GALVANIZED <br />METAL FINISH <br />1'-11 1/2" <br />2x3x1/4" GALVANIZED STEEL <br />ANGLES WITH 3.7MM PIN <br />BOLTS @32" O.C. EACH <br />SIDE OF WALL <br />CONCRETE CURB W/ 2 -#5'S <br />CONTINUOUS TOP BARS <br />CONTINUOUS BEAD OF <br />HEAVY SEALANT -EACH <br />SIDE <br />6"5" <br />2 <br />8x8x16 -CONCRETE BLOCK <br />CONCRETE SLAB <br />SEE PLANS FOR <br />FINISH <br />#4's AT 48" O.C. IN <br />GROUTED CELLS <br />LADDER REINFORCING <br />EVERY OTHER COURSE <br />THICKENED SLAB <br />SEE STRUCTURAL <br />DRAWINGS <br />BOND BEAM WITH <br />(2) # 5'S CONTINUOUS <br />20'-0" <br />STEEL BEARING PLATE <br />SEE STRUCTURAL DRAWINGS <br />LATEX PAINT <br />ELECTRIC ROOM <br />ANALYTICAL LAB <br />TANK FARM VEST <br />SUSPENDED CEILING <br />IN ANALYTICAL LAB <br />1'-3 1/2" <br />STAINLESS STEEL FINISH 2x3x1/4" STAINLESS STEEL <br />ANGLES WITH 3.7MM PIN <br />BOLTS @32" O.C. EACH <br />SIDE OF WALL <br />CONCRETE WALL W/ 2 -#5'S <br />CONTINUOUS TOP BARS - <br />#5 x 30" LONG DOWELS AT <br />24" O.C. DRILLED AND GROUTED <br />INTO EXISTING FLOOR SLAB <br />WITH MIN. 8" EMBED <br />POLYURETHANE COATING WITH <br />NON-SLIP FINISH -COLOR WHITE <br />PRE-FINISHED GALVANIZED <br />METAL FINISH <br />CHAMFER WALL <br />FLUSH WITH LEG OF <br />ANGLE <br />TERMINATE FLOOR FINISH AT <br />TOP OF CURB <br />COVE -EACH SIDE4'-0"10" <br />CONTINUOUS BEAD OF <br />HEAVY SEALANT -EACH <br />SIDE <br />EXISTING <br />CONCRETE SLAB <br />4"6"4'-0"3'-0"5 <br />TOILET ROOM <br />FILLING AREA <br />INSULATED METAL WALL <br />PANEL <br />TRIM TO MATCH IMP <br />FINISH -FASTENED AT <br />12" O.C. <br />GALVANIZED ANGLE -SECURE <br />WITH FAB-LOK FASTENERS <br />AT 12" O.C. TO WALL IMP AND <br />CEILING <br />IMP CEILING <br />SUPPORT FROM <br />EXISTING ROOF <br />JOISTS <br />PRE-FINISHED GALVANIZED <br />METAL FINISH <br />2x3x1/4" GALVANIZED <br />ANGLES WITH 3.7MM PIN <br />BOLTS @32" O.C. EACH <br />SIDE OF WALL <br />CONCRETE WALL W/ 2 -#5'S <br />CONTINUOUS TOP BARS - <br />#5 x 30" LONG DOWELS AT <br />24" O.C. DRILLED AND GROUTED <br />INTO EXISTING FLOOR SLAB <br />WITH MIN. 8" EMBED <br />POLYURETHANE COATING WITH <br />NON-SLIP FINISH -COLOR WHITE <br />PRE-FINISHED GALVANIZED <br />METAL FINISH <br />CHAMFER WALL <br />FLUSH WITH LEG OF <br />ANGLE <br />TERMINATE FLOOR FINISH AT <br />TOP OF CURB <br />COVE -EACH SIDE4'-0"10" <br />CONTINUOUS BEAD OF <br />HEAVY SEALANT -EACH <br />SIDE <br />EXISTING <br />CONCRETE SLAB <br />4"6"4'-0"3'-0"1 <br />8x8x16 -CONCRETE BLOCK <br />CONCRETE SLAB <br />SEE PLANS FOR <br />FINISH <br />#4's AT 48" O.C. IN <br />GROUTED CELLS <br />LADDER REINFORCING <br />EVERY OTHER COURSE <br />THICKENED SLAB <br />SEE STRUCTURAL <br />DRAWINGS <br />BOND BEAM WITH <br />(2) # 5'S CONTINUOUS <br />10'-4" <br />STEEL BEARING PLATE <br />SEE STRUCTURAL DRAWINGS <br />STEEL BEAMS - <br />SEE STRUCTURAL DRAWINGS <br />METAL DECK -SEE <br />STRUCTURAL DRAWINGS <br />EPOXY PAINT <br />MATCH EXIST. ADJACENT <br />MAKING AREA MECHANICAL ROOM <br />MECHANICAL <br />MEZZANINE <br />STEEL ANGLE -CONNECT <br />TO STEEL STRUCTURE <br />DO NOT ATTACH TO WALL <br />METAL DECK OF LOW ROOF - <br />SEE STRUCTURAL DRAWINGS <br />BOND BEAM WITH <br />(2) # 5'S CONTINUOUS <br />BOND BEAM WITH <br />(2) # 5'S CONTINUOUS <br />WALKABLE CEILING (IMP) 9'-0" - TOP OF IMPPROJECT NUMBER: <br />jedson.com <br />One Centennial Plaza <br />705 Central Ave <br />Cincinnati, OH 45202 <br />P: 513.965.5999 <br />F: 513.965.5998 <br />THIS DRAWING AND ITS RELATED COPYRIGHTS, INTELLECTUAL PROPERTY RIGHTS AND TRADE SECRETS ARE THE PROPERTY OF JEDSON <br />ENGINEERING, INC. AND CONTAINS CONFIDENTIAL INFORMATION, WHICH SHALL NOT BE USED, COPIED OR DISCLOSED WITHOUT WRITTEN PERMISSION <br />OF JEDSON ENGINEERING, INC. ©2013 JEDSON ENGINEERING, INC. ALL RIGHTS RESERVED. <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />ABCDEFGHKLM <br />REVISIONS <br />ABCDEFGHJKLM <br />PROJ. NO.: <br />DRAWN BY: <br />CHECKED BY: <br />APPROVED BY: <br />SCALE:11/4/2021 1:11:54 PMApprover <br />Checker <br />DLR <br />200199 <br />McCORMICK & COMPANY <br />PARTITION TYPES <br />ARCHITECTURAL <br />SOUTH BEND PLANTSB-G103SB-G103 -I <br />200199 <br />3425 LATROP ST. SOUTH BED, INDIANA 466283425 LATHROP ST. SOUTH BEND, INDIANA 46628 <br />NO DESCRIPTION DATE DB CB AB <br />B LAYOUT D 7/13/2021 DLR DLR <br />C LAYOUT E 8/3/2021 DLR DLR <br />D LAYOUT PROGRESS 8/11/2021 DLR DLR <br />E LAYOUT G 8/25/2021 DLR DLR <br />F REVISIONS 9/14/2021 DLR DLR <br />G GENERAL REVISIONS 9/20/2021 DLR DLR <br />H GENERAL REVISIONS 10/1/2021 DLR DLR <br />I ISSUED FOR REVIEW 11/01/2021 DLR DLR