Midwestern Engineers, Inc. Plan Preview

�---------- ' l 12 5 NOTE, I I I -" T/CMU WALL I --;"q,'olc E c- L " EY 7 .= = � 9 c" O cc 2 cc .2'°5"' --- - I I I 1) FIRST 2 COURSES FROM TOP OF CMU WALL SHALL BE SOLID GROUTED ON ALL WALLS. PROVIDE SCREENS IN COURSE CELLS BELOW TO KEEP GROUT FROM FILLING ENTIRE CAVITY BELOW. 2) ALL EMPTY CORES SHALL BE FILLED w/ MASONRY CELL FILL INSULATION. $ T/FIN. FLR ELEV. = 892.25' T FTG EcEY, a 887.75 ., I I J 061753-SHOP FAB. WOOD TRUSSES WOOD TRUSS SYSYEM; TRUSSES @ 2'-0" O.C. w/ 16" OVHG 099123-INTERIOR PAINT ----- CMU SUBSTRATES (COLOR BY OWNER) 042000-UNIT MASONRY ----- 8" SMOOTH FACE CMU w/ CONTINUOUS VERT. #5 BARS IN GROUTED CORES @ 40" O.C. . , - JOINT REINF. @ 16" O.C. 033000-CAST IN PLACE CONCRETE ,----4" INTERIOR CONCRETE SLAB-ON-GRADE w/ 4x4-W4xW4 W.W.F. ,-- -- VAPOR RETARDER -I , l - ,,_, ' l- 1 11-> ,-, 11-1 ,- TYPICAL WALL SECTION - SCALE, 1/2" � 1'-0" H I 055313-BAR GRATING I ALUM. GRATNG • 0 - I N • 0 055213-PIPE & TUBE RAILING ALUM. SHIPS LADDER RAILING IT'�1""'1 i'ff! l 1 1 :r= ====== ����;:. ='i:��-�'"-"-'l-"--'""'"""! , t-- - - - - 4 f- - - - 4 • • �,- ------r , - -- 03,3000-CAST IN PLACE CONCRETE EPOXY COATED #6 REBAR STEP (TYP. OF 3) ' 033000 CAST IN PLACE CONCRETE 8" CONCRETE STEM WALL w/ #5 BARS @ 12" O.C.E.W. " • • • • 1'-7s" • • • •• • 4 8" 1 '-7 i " • • • < • , • • " 8" 2·-ot 6'-4" • • • 6" • • ' • •" " < " ' • • • , • • " ' • • ' 0 - I N -I-I H .,{--�� ; ·. . ..;:. · s· .:- ,. , , '.;",, ..,. __ .,,., • • ' "' • 0330DO CAST IN PLACE CONCRETE • • •• • • 055213 PIPE & TUBE RAILING t-- --- - ALUM. SHIPS LADDER RAIL • 0 , I +- -- - 0 I ' "' • T FIN. FLR ELEV. = 892.25' 033000-CAST IN PLACE CONCRETE EPOXY COATED #6 REBAR STEP (TYP. OF 3) ELEV. T/FTG� = 887.75' • 1-1'1-I -1'1-1 I- I I I ' I 11 ' I I SHIP LADDER DETAIL SCALE, 3/4" = 1'-0" 1- T/FIN. FLR� ELEV. = 892.25' T FTG 887.75' -I I 6" CONCRETE PAD w/ #3 BARS @ 12" O.C.E.W. I , �- -DRILL & EPOXY 1 O"L #3 DOWELS 6" INTO CONCRETE SLAB WALL @ 18" O.C. @ PERIMETER OF SLAB & (1) IN THE MIDDLE F SECONDARY CONTAINMENT PIT SECTION SCALE,3/4" = 1'-0" ' 3 ' ""' 2 • 3'-4" 042000-UNIT MASONRY MASONRY CELL FILL ��t---8" SMOOTH FACE CMU w/ If (2) #5 VERT. BARS IN GROUTED CORES 8 INCH CMU CORNER DETAIL SCALE,3/4" = 1'-o" .. �. 8" " 033000-CAST IN PLACE CONCRETE �- 18"L #6 HORZ. DOWEL BAR DRILL & EPOXY ii 12" O.C. •• #6 HORZ, BARS ii 12" O.C.E.F. #6 vrnT. 8ARS @ 12" Q,C,E.,. CONCRETE TEE WALL DETAIL SCALE, 3/4" = 1'-0" ... d • • " 3" T/FIN. FLR� ELEV. = 892.25' 067413-FRP GRATING MOLDED FRP GRATNG (TYPE 1) w/ ANGLE EMBEDS @ PERIMETER 1- ELEV. = 887.75' T/FTG� 16" ' �1 i ' • +- -- <Xl • • - ' . I " - '-Iii- - II- I 111- -111- -I I =• · 1=11·=111=1 · l=�i=l I l=o,3 3000-CA ST I� PLACE CONCRETE #5 BARS @ 12 O.C.E.W. l 1 Q " 1 Q " � E SUMP PIT SECTION SCALE, 3/4" = 1'-0" 24" NEW CHEMICAL FEED BUILDING - SECTIONS REVISIONS BID SET C 2024 Midwestern Engine<:rs.Jnc. 802 West Broadway Street P.O. Box 295 Loogootee. !ndimrn 47553 DATE MARCH 2024 DESIGN T.M.K. DRAWN T.M.K a.c. CHECK W.A.E. PROJECT NUMBER 2020073-00 S 12.05 98 OF 126 I Fll£ NUMBER 43968 I Do Not Use Plan Previews for Take Off