Midwestern Engineers, Inc. Plan Preview

- a z �' z 0 i i • , j 0 i, 0 �. z 8 � '>-,I;, � Q ��i Q Ml� g 1 !:: Jj .......� t = ...J I::' g MN � .. iii :s3 - ;ii- � ;..d� o! - UJ 0 £ a: •• zo <u �� "a' "< �� ...:N 0 .. ;S £ o rn I jj!Cl ii' ti w ..., w w w U1 PLAN KEY NOTES 033000-CAST-IN-PLACE CQNCRETE 8 4'T EXTERIOR SLAB-ON-GRADE CONCRETE 0 Q,l3QOQ-CAST-IN-PLACE CONCRETE EXTERIOR SLAB-ON-GRADE CONCRETE ' ,• ; • • .. . • 5'- 0 " ' . • " S5.01 ----. ---.----�. � ' . " ' . . - • ' •• . , .. •• ' ' . . ' . ". . .. . . . ,------ · ---· -'---·--· -· 3 '-8 " 2'-3" ' I I 5'- 0 " . -.... ' ' SEE ELECTRICAL DWG's 6' - o " ---------�J------ 20·-10" 0 FOUNDATION PLAN SCALE: I/4" � I'-0" - MINIMUM CONCRETE COVER REQUIREMENTS CONCRETE EXPOSURE MEMBER REINFORCEMENT SPECIFIED COVER (INCHES) CAST AGAINST & PERMANENTLY IN CONTACT w/ GROUND ALL ALL 3 EXPOSED TO WEATHER OR IN #6 - #18 2 NOT CONTACT w/ GROUND ALL #5 & SMALLER 1j" SLABS, JOISTS, #14 & #18 1j" EXPOSED TO WEATHER OR IN & WALLS #11 & SMALLER l" 2 CONTACT w/ GROUND BEAMS, COLUMNS, STIRRUPS, TIES, PEDESTALS, & SPIRALS, & HOOPS TENSION TIES GENERAL CONSTRUCTION NOTES REFER TO PROCESS PIPING OWG's (P3.__) FOR PIPE INVERTS, GROUT SLOPE/ELEVATIONS, STOP PLATES, & ALL PROCESS EQUIPMENT. 1j" MECHANICAL THREADED SPLICING SYSTEM SHALL BE USED AS AN ALTERNATIVE TO DRILLED & EPOXIED REBAR. PROVIDE LAP SPLICE PER CONCRETE REINF. SCH. • 37'-6" 16'-8" j"xI" DEEP SAW CUT JOINT--� CUT EVERY OTHER WIRE AT SAW CUT LOCATIONS 'e' - I 0 - NI <XlN ,�.' .• ·•, .. ·.· J.:;� . . : .. ',·. ·. • . :�:;', 4'-4 a " 079200-JOINT SEALANTS JS-#1 olll'I T/FIN. FLR "<::p, ELEV. � 892.25' j" EXPANSION MATERIAL AROUND PERIMETER OF PAD 14'T CONCRETE PAD w/ T&B #6 BARS@ 12" O.C.E.W. --� ' ll�i �¥1) EalE 3l l2 ! �0l 5 1E I6-AGGREGATES FOR EXTERIOR IMPROVEMENTS 8" COMPACTED COARSE AGGREGATE TYPE (A5)---� �=au < 1=- .. •• I I - ·-• 1-·· 11- - . - 1-1 - - - ,-1 1 - - -----.-� "<! -.- •'' T"" -, ,-. - - 1: , CONCRETE. REINFORCEMENT ; . LAP. �PL:.ICE SCHEDULE BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 . . - TENSION SPLICE (INCHES) 1 6 24 30 36 42 48 60 66 COMPRESSION SPLICE (INCHES) 12 16 20 24 28 30 36 40 Ml'.J; REINFORCEMENT �-·� -.-.,-- - - �·· - . - - �p��P,liJQ� �CHEDULE BAR SIZE #4 #5 #6 TE�slbN SPLIGE (INCHES) 32 32 60 033000-CAST IN PLACE CONCRETE DRILL & EPOXY 36"L #5 DOWEL 12" ' N, • I INTO CONCRETE WALL@ 32" O.C. ---------� 079200-JOINT SEALANTS JS-#1 033000-CAST IN PLACE CONCRETE 4" INTERIOR CONCRETE SLAB-ON-GRADE w/ 4x4-W4xW4 W.W.F. --, SHEET VAPOR RETARDER 320516-AGGREGATES FOR EXTERIOR IMPROVEMENTS 6" COMPACTED COARSE AGGREGATE TYPE (A5) COARSE AGGREGATE TYPE (A5) -------� 0721DO-THERMAL INSULATION 2" (XPS) RIGID BRO INSUL. (R-10) --------� 033000-CAST IN PLACE CONCRETE 12" CONCRETE STEM WALL w/ �--------,-- 033000-CAST IN PLACE CONCRETE #5 VERT. DOWELS@ 12" 0.C.E.F. & I #5 HORZ. BARS@ 12" O.C.E.F. - I 4" INTERIOR CONCRETE SLAB-ON-GRADE w/ 4x4-W4xW4 W.W.F. CONTINUOUS CONCRETE FOOTING I I • • • C w/ (3)-#5 BARS@ 12" o.c.---------�' �11 11 320516-AGGREGATES FOR EXTERIOR IMPROVEMENTS 4" COMPACTED COARSE AGGREGATE TYPE (A5) 1 TYPICAL CONTROL JOINT DETAIL A SCALE: I I/2" � I'-0" 11'-Q" T PAD ELEV. � 892.75' ,, , .. • • 4 • .. , ' - •• • • • • ' EQUIPMENT PAD SECTION SCALE: 3/4" � 1'-Q" ,,. -.·CJ ..,..., . .:±'.l NOTE: THIS SECTION IS THE SAME AS SECTION "A" ON THIS SHEET EXCEPT FOR ITEMS NOTED. ..,, ;. · 0420QO-UNIT MASONRY .,,; t.. 1---- 8" SMOOTH CMU w/ #5 VERT. BARS IN GROUT FILLED CORES@ 32" O.C. · : } -·.. :., �.. , .,., . '• . CELL FLASHING PANS 8" OPEN BTM BOND BEAM@ BASE w/ CONTINUOUS #5 HORZ. BAR & FOUNDATION WALL SECTION SCALE:3/4" � 1'-0" CELL FLASHING PANS IQ" OPEN BTM BOND BEAM@ BASE w/ (2)-CONTINUOUS #5 HORZ. BARS 033000-CAST IN PLACE CONCRETE I" CHAMFERED EDGE T FIN. FLR ELEV. - 892.25 071100-DAMPPRQQFING Ii---,.-- COLD APPLIED BITUMEN (APPLY T/FTG TO FIN. GR. LINE) 320513-SQILS FOR EXTERIOR IMPROVEMENTS SUBSOIL TYPE (S2) 334113-FQUNDATION DRAINAGE ' - --- 4" DRAIN TILE IN GEOTEXTILE FABRIC T FTG ELEV. - 888.75' FOUNDATION WALL SECTION SCALE: 3/4" - 1'-0" NEW FLOW FILTERING BUILDING - STRUCTURAL FOUNDATION PLAN <�=======================================================================================================================================================================================================================================================================::::::::i REVISIQNS BID SET C 2024 Midwe.11em Engineer.<. Inc. 802 Wesi Bro�dwll)' S1.v�1 P.O. Box 295 Loogootee. lndi,mu 47553 DATE MARCH 2024 DESIGN T.M.K DRAWN T.M.K. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 S5.01 77 OF 126 I FlLE NUMBER 43989 I Do Not Use Plan Previews for Take Off