Midwestern Engineers, Inc. Plan Preview

- " "' > z 0 � u > a 0 � �' , , " " 0 u �· � § I � ·� ��� ,.._I\J .. s M <' ' •a .:: n<,,j o ..; ,;§ M > �· -�8 :t"?tl "'" •w Os -w g" "" ., zo <u >z w- " o ' >< �<,) c.:N 0 .. -5 :5 a rn • '• . . , ... .. ' . ... .. ' .... • , ... . :, . ·. .• . •' " .. . ' ' • ' • > - ' . . .. - .. • ' t • • ' • ' . . ·.• ,• •., •. ' : . f •. ' . . . ' 13'-2;j" SEE GENERAL CONSTRUCTION NOTE "3" OF THIS SHEET. . . 12" , .. 3' -6" 14'-4" 3'-1O" ' ..... · �--�-,l'-----------------,1�---+ ;, . . ' • . ' . . ' .. ; ,; . �. .· .. .. I • • •, • • . ' . ' . ' . N . '• . . . . ' . . ' . . . . - ... � ' .• . . 0 STOP PLATE LAYOUT SCALE: 1/4" - 1'-0" . ' ' . . . ' ., I . -� ... ., ,• .. . . . ' .. ' 54'-4" [0/0 CONCi'ltfo WAci.J (iYI', @ 6 LOCATIONS) -- � 2 �-·�-h ' \ I . ' I I S3.01 033000-CAST IN PLACE CONCRETE 2'x2'x8"D FTG w/(2)-#5 BARS @ 8" O.C.E.W. • ... ..... . ,...D.J. / 3'-6" 3'-2" ' . . � - 3' -11j" . 14 " '· ,· . -· . , .· . � - - � I I � .J . .. ' . r.os # 2 � _!,77J3 - .Jo j =--11" 2 2 '-11;, (Tb TURN DOWN SLAB) ' - I "' ';l;' ',, . SEE GENERAL CONSTRUCTION NOTE "2" OF THIS SHEET. . ' . . . ' : .... '• • �---------------------- N --17j"- ., ' <D I "' 6'-1f s2'-o" • • • _1• ' a) I " - . D.J. . - . .... . . ' ... (TYP @ 2 LOCATIONS) . . LOWER FOUNDATION PLAN SCALE: 1/4" - 1'-0" . . 6' -1" 3 S3 01 . ' • • T.0.�,#2 � 877.3J' ' 0 I " ' . •• 5 � -- --- - - - - - - MINIMUM. CONCRETE COVER REQUIREMENTS • - . - - CONCRETE EXPOSURE MEMBER REINFORCEMENT SPECIFIED COVER (INCHES) CAST AGAINST & PERMANENTLY IN ALL ALL 3 CONTACT w/ GROUND EXPOSED TO WEATHER OR IN #6 - #18 2 ALL CONTACT w/ GROUND #5 & SMALLER 1 r SLABS, JOISTS, #14 & #18 1 r NOT EXPOSED TO WEATHER OR IN & WALLS #11 & SMALLER t CONTACT w/ GROUND BEAMS, COLUMNS, STIRRUPS, TIES, PEDESTALS, & SPIRALS, & HOOPS 1j" TENSION TIES f �-�-- -�-� G_ENE_ RAL- CONSTRUCTION NOTES 2 3 4 5 ALL CONCRETE MIXTURES USED FOR CONTAINMENT OF LIQUIDS SHALL BE AS NOTED FOR (MIXTURES FOR TREATMENT PLANT STRUCTURES) UNDER SPEC. SECTION "033000-C.I.P. CONCRETE". WATERPROOFING ADMIXTURE IS NOT REQUIRED IF A LINER SYSTEM IS USED. A LINER SHALL BE APPLIED TO ALL SURFACES OF CONCRETE STRUCTURES IN CONTACT WITH LIQUIDS. REFER TO SPEC. SECTION "099600-HIGH PERFORMANCE COATINGS" FOR LINER SYSTEM. REFER TO PROCESS PIPING DWG's (P3.__) FOR PIPE INVERTS, GROUT SLOPE/ELEVATIONS, STOP PLATES, & ALL PROCESS EQUIPMENT GROUT FOR CHANNEL SHALL HAVE BONDING AGENT APPLIED TO CONCRETE SUBSTRATES IN ACCORDANCE w/ MFR's INSTRUCTIONS. MECHANICAL THREADED SPLICING SYSTEM SHALL BE USED AS AN ALTERNATIVE TO DRILLED & EPOXIED REBAR. PROVIDE LAP SPLICE PER CONCRETE REINF. SCH. j"x1" DEEP SAW CUT JOINT � CUT EVERY OTHER WIRE 033000-CAST IN PLACE CONCRETE 4" CONCRETE SLAB-ON-GRADE AT SAW CUT LOCATIONS w/ 4x4-W4xW4 W.W.F. 320516-AGGREGATES FOR EXTERIOR IMPROVEMENTS ��- COARSE AGGREGATE TYPE (A3) TYPICAL FLOOR CONTROL JOINT DETAIL SCALE: 1 1/2" - 1'-0" 079200-JOINT SEALANTS JS-#1 CONCRETE REINFORCEMENT LAP SPLICE SCHEDULE BAR SIZE TENSION SPLICE COMPRESSION SPLICE (INCHES) (INCHES) #3 16 12 #4 24 16 #5 30 20 #6 36 24 #7 42 28 #8 48 30 #9 60 36 #10 66 40 CMU REINFORCEMENT LAP BAR SIZE #4 #5 #6 " • • • • • SPLICE SCHEDULE .. • • ' • • " TENSION SPLICE (INCHES) 32 32 60 033000-CAST IN PLACE CONCRETE �----#6 VERT. BARS @ 12" O.C.E.F. ---#6 HORZ. BARS @ 12" O.C.E.F. • ' • • RUBBER STRIP WATERSTOP BONDING AGENT .NQIL USE PVC RIBBED WATERSTOP FOR CONSTRUCTION JOINTS IN FLOOR. 033000-CAST IN PLACE CONCRETE • 4 9'-1" .. • • J E.J. FILLER STRIP-� TYPICAL EXPANSION JOINT E.J. DETAIL SCALE: 3/4" � 1'-o" T.O.S.#1 - 878.83' D.J. 14" - - I I_· I • I l ---- ' [Y u z 0 u 0 0 ' 0 I " N 3 PER CONC. LAP SPLICE SCHEDULE TYPICAL CONSTRUCTION JOINT C.J. WALL DETAIL SCALE: 3/4" � 1 '-0" - - --- -- ,, • Q�;JOQQa;aCAST JN elACE CONCRET!: #6 VERT. BARS @ 12'' O.C.E.F. . • , #6 HORZ. BARS @ 12" O.C.E.F. • #6 HORZ. DOWEL$ DRILLED & EPOXIED @ 6" O.C.E.F. WATERSTOP� • 2 RUBBER STRIP - ' • • . " • - • I . • • .. • •• ' ' • .. • "' • • ' • • . • . - • " TYPICAL CONCRETE DOWELED JOINT D.J. DETAIL SCALE:3/4" � 1'-0" 033000- #6 V CAST IN PLACE CONCRETE ERT. BARS @ ORZ. BARS @ #6 H #6 HORZ. C #6 HO ORNER BAR @ RZ. DOWELS @ • I - •, • 12" 0.C.E.F. 12" O.C.E.F. 6" O.C.O F. � 6" O.C.E.F. \ • • .. •• ••• • . . • •' . " • • • � • • .,' • • w -" :0 0 •W Uuz (/) 0 uw u cc­ w -" Cl. i); -------- --· --' 1 (TYP. EA. CORNER) S3 01 1 PER CONG. LAP SPLICE SCHEDULE TYPICAL CONCRETE CORNER DETAIL SCALE:3/4" � 1'-0" NEW HEADWORKS BUILDING- FOUNDATION PLAN <c==========================================================================================================================================================================================================================================================================i = • : : • = BID SET C 2024 Midwestern Engineers. Inc. 802 West Bro�dway Str-,e! P 0. Box 295 Loogootee. Indian� 47553 DATE MARCH 2024 DESIGN T.M.K. DRAWN T.M.K. a.c. CHECK W.A.E. PROJECT NUMBER 2020073-00 S3.01 64 OF 126 I FlLE NU.BER 44002 I Do Not Use Plan Previews for Take Off