Midwestern Engineers, Inc. Plan Preview

�z 5 m 0 ww"�<u wI u z .. ' 0 N ii " , - . - ... -- --=--- ., - - MINIMUM. CONCRETE - .. - . COVER REQUIREMENTS 033000-CAST IN PLACE CONCRETE 4" INTERIOR CONCRETE SLAB-ON-GRAOE w/ 4x4-W4xW4 W.W.F.-� EXTEND VERT. BAR 30" ABOVE T.O.W. & BEND INTO SLAB CONCRETE EXPOSURE MEMBER REINFORCEMENT SPECIFIED COVER (INCHES) 20'-0" CAST AGAINST & PERMANENTLY IN CONTACT w/ GROUND ALL ALL 3 EXPOSED TO WEATHER OR IN #6 - #18 2 ALL CONTACT w/ GROUND #5 & SMALLER 1j" 5 ' -2 i " SLABS, JOISTS, #14 & #18 1j" & WALLS C' 12.0 I r-------------- : -------------------- � ---- � --------------� NOT EXPOSED TO WEATHER OR IN CONTACT w/ GROUND #11 & SMALLER r- BEAMS, COLUMNS, STIRRUPS, TIES, PEDESTALS, & 1 j" I • ' • . . • • --+-� • ' . 8" ,. � · . _ . - . . -.-- -.-·� . . - .. -·� · ., · ,. •. Is . '' . . . .. ·, (X) .. I "' 6'-11j" 1· •. . I .. · ·/ .. ;. 'D, r · . ·. -· -.:� C . '··- -.- - . . -- . '; _·. I . · . - I . . •. .. . ... :-- 2 . . . . . . . . . • • ' • ... 8" r �.-:-- -: I I. I ·., '., I • . I ·I · 1 .,. -I I � 'W'I ·• O} .. - · . • • • •• . • • • • • • • • • •• ..• • .. • • . / . ' •• • • • . "' • • • ,11'-of ' •• .. • • • • • • • • • • • . .• • • • • • • • • • • • • .. • . . • . • • • • • • • • I. • 1 · . I l I . .. I I rct" I .,. :I • -��--------+ ----+ • • • • • • • ;• • • I ' = I "' "#' I 0 . 'W • I D . 12 . 0 • I 8" ' 0 I <D 2 TENSION TIES SPIRALS, & HOOPS REFER TO PROCESS PIPING DWG's (P3.__) FOR PIPE INVERTS, GROUT SLOPE/ELEVATIONS, STOP PLATES, & ALL PROCESS EQUIPMENT. MECHANICAL THREADED SPLICING SYSTEM SHALL BE USED AS AN ALTERNATIVE TO DRILLED & EPOXIED REBAR. PROVIDE LAP SPLICE PER CONCRETE REINF. SCH. 1....-�-·---�·--; ,.,,,.---- - - -r·c-,..,_ - --�--- - --.-- - . ' "jCONCRE1E. REINFORCEMENT - . - --, � ' -- . . r�- _ l:.A�. :)2Rl.lG�i7§�BED\JLE BAR SIZE TENSION SPLICE COMPRESSION SPLICE (INCHES) (INCHES) #3 16 12 # 4 24 16 #5 30 20 . #6 36 24 • ·---- . .---�. --;- . •--'.' . .:._.. : . - · •• _·. _ __,J .· · ... . � :__- .:__-c · _ ......, � I . ·. • • 0 0 • . • • . I . .I . I . I · . i . r . . ·' · .. ,I " '' •l ' . ' ' •--. l --• I • '_'_'. > ; . - ----\ ., ,,, . ' ' ' ' .- I ' • :, __ , --· ·--"- - __:.;_ -- I __1 .,.. ·_;:. h J. c..:· - . . ...{ ' . ' '. " ' N PLAN KEY NOTES 033000-CAST-IN-PLACE CONCRETE EXTERIOR SLAB-ON-GRADE CONCRETE 033000-CAST-IN-PLACE CONCRETE INTERIOR BULK STORAGE TANK PAD j"x1" DEEP SAW CUT JOINT--� '---·· · • ! ' · • •• •• • . ' .. . • ' __:_! , . . : ;· �-- - - •, ,' ' . ' ·� . " I . - .. . ' ""' . ' I ' ' ', - ·- '- ;;:,, , . ' ,, . , ,, 17'-10" ' ",,' ' ' ' · , \ , . '' • • ' '. .. , ' I I><, • '' ! ' . ' ..... - .- .. \:t ,. .., , -... · - : .-;_ • I -.:·· j-,:-"__ · . .-.· ,. __ ·,.. ··i. :b i' .·. . ., . FOUNDATION PLAN SCALE, 1/2" � 1'-0" I CUT EVERY OTHER WIRE AT SAW CUT LOCATIONS 033000 -CAST IN PLACE CONCRETE ,,-- 4" INTERIOR CONCRETE SLAB-ON-GRADE w/ 4x4-W4xW4 W.W.F. 1 320516-AGGREGATES FOR EXTERIOR IMPROVEMENTS ft--- 4" COMPACTED COARSE AGGREGATE TYPE (A5) TYPICAL CONTROL JOINT DETAIL SCALE:1 1/2" - 1'-0" . . • • '. -\- - __J #7 42 28 #8 48 30 #9 60 36 #10 66 40 r ,, ---.-�--........-.-,�-�....... -...,...,,.- . ..-- •. ·cMu. REINF.ORCEMENT' .� �Lh.��sJiG1f��·\�C!jEQV�· E . - 042000-UNIT MASONRY CELL FLASHING PANS 8" OPEN BTM BOND BEAM @ BASE w/ CONTINUOUS #5 HORZ. BAR #5 VERT. DOWEL DRILLED & EPOXIED 12" INTO T.O.W. T FIN. FLR ELEV . � 892.25' 0721DO-THERMAL INSULATION - . BAR SIZE . #4 #5 #6 .� '{; ·. .,,_ . ·;.:. . '� .,)'' .,. __ • 2" (XPS) RIGID BRD INSUL. (R-10) -----t--t---r, 033000-CAST IN PLACE CONCRETE 8" CONCRETE STEM WALL w/ #5 VERT. DOWELS @ 12" O.C.E.F. & • #5 HORZ. BARS @ 12" O.C.E.F. - - - -j PVC WATERSTOP ----- #5 BARS T&B @ 12" O.C.E.W. T FTG ELEV. - 887.75' . ,_ THNSION SPLICE (INCHES) 32 . - 32 60 033000-CAST IN PLACE CONCRETE DRILL & EPOXY 36"L #5 DOWEL 12" INTO CONCRETE WALL @ 32" D.C. 320513-SOILS FOR EXTERIOR IMPROVEMENTS SUBSOIL TYPE (S2) D FOUNDATION WALL SECTION SCALE, 3/4" - 1'-0" SHEET VAPOR RETARDER • . . .. �r T/FIN. FLR � ELEV. � 892.25' 320516-AGGREGATES FOR EXTERIOR IMPROVEMENTS= i 6" COMPACTED COARSE AGGREGATE TYPE (AS) COARSE AGGREGATE TYPE (AS) I I i I I ·111:: 11 11- • • • • • 072100-THERMAL INSULATION 2" (XPS) RIGID BRO INSUL. (R-10) 033000-CAST IN PLACE CONCRETE >-----8" CONCRETE STEM WALL w/ • • • #5 VERT. DOWELS @ 12" O.C.E.F. & #5 HORZ. BARS @ 12" O.C.E.F. PVC WATERSTOP #5 BARS T&B @ 12" O.C.E.W. T FTG ELEV. � 887.75 • �111� 111-I 1-1°-1 -- 111-1 I- I I 111 111 : ! I 111 111 ! C FOUNDATION WALL SECTION SCALE: 3/4" � 1'-0" 079200-JOINT SEALANT JS-#1-� 033000-CAST IN PLACE CONCRETE j" FIBER EXP. MATERIAL -- 1O"L #4 DOWEL BAR DRILL & EPOXIED @ 12" O.C. -� • 055000-METAL FABRICATIONS L4"x4"xf l " ALUM. ANGLE w/ i"•x4" WEDGE ANCHOR 055313-BAR GRAT INGS ALUM. GRATING T.O.G. � ELEV. � 892.25' 072100 THERMAL INSULAT ION �.,J.-1-t==='-- 2" (XPS) RIGID BRD INSUL. (R-10) :i:20516-AGGREGATES FOR EXT£RJOR IMPROYcMENIS 6" COMPACTED COARSE AGGREGATE TYPE (A5) 320$J3-SOJLS.J"oe_rxn;RIOR IMPRO��M!:NTS SUBSOlb lYP� (S2) -- = • • • • • • • 033000-CAST IN PLACE CONCRETE 12" CONCRETE STEM WALL w/ #5 VERT. DOWELS @ 12" O.C.E.F. & #5 HORZ. BARS @ 12" O.C.E.F. PVC WATERSTOP #5 BARS T&� @ 12'' O.C.E;,W, ' - . T ,fcl ELEV. � 887.75' -Ill- 11-1 - ll- -=1 111 I 11- 111 I 042000-UNIT MASONRY CELL FLASHING PANS 8" OPEN BTM BOND BEAM @ BASE w/ CONTINUOUS #5 HORZ. SAR #5 VERT. DOWEL DRILLED & EPOXIED 12" INTO T.O.W.--....... $ T/FIN. FLR ELEV. � 892.25' 1- 071100-DAMPPROOFING =11 COLD APPLIED BITUMEN -- (APPLY T/FTG TO FIN. GR. LINE) I -11 320513-SOILS FOR EXTERIOR IMPROVEMENTS 1_ SUBSOIL TYPE (S2) I - 334113-FOUNDATION DRAINAGE 4" DRAIN TILE IN GEOTEXTILE FABRIC T FTG ELEV. - 887.75 I� B FOUNDATION WALL SECTION SCALE, 3/4" � 1'-0" . ;,� ._,,. . �·· . <-'>- ·-,, .... ·?:: ?: . ···"· -�:: �__; f. . . . _ ,, ._ .. _;} '-. -. . -- .. (. ',:-/ -···· .-( -...,,. "� ?(:, ·'- · . 033000-CAST IN PLACE CONCRETE �- DRILL & EPOXY 36"L #5 DOWEL 12" INTO CONCRETE WALL @ 32" O.C. 033000-CAST IN PLACE CONCRETE 4" INTERIOR CONCRETE SLAB-ON-GRADE w/ 4x4-W4xW4 W.W.F. SHEET VAPOR RETARDER 033000-CAST IN PLACE CONCRETE 8" CONCRETE STEM WALL w/ #5 VERT. DOWELS @ 12" O.C.E.F. & #5 HORZ. BARS @ 12" O.C.E.F. CONTINUOUS CONCRETE FOOTING w/ (2)-#5 BARS @ 12" O.C. TYPICAL FOUNDATION WALL SECTION SCALE:3/4" - 1'-0" NEW CHEMICAL FEED BUILDING - FOUNDATION PLAN .!ii .. REVISIONS BID SET 02024 Midwest�m Enginec-r,. Inc. 802 Weil Broadway Street P.O. Box 295 Loogoo!ce. lndi:111,1 47�53 DATE MARCH 2024 DESIGN T.M.K DRAWN T.M.K. a.c. CHECK W.A.E. PROJECT NUMBER 2020073-00 Sl2.01 94 OF 126 I FllE NUMBER 43972 I Do Not Use Plan Previews for Take Off