Midwestern Engineers, Inc. Plan Preview

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T i ! 1 #6 BARS T&BTM @ 6" 0.C.E.W. ---+-4, ::._ -i, : : : I I : : I : I : I : I i : l : : I : : r ---- � ---- 1 ----r--- r ---t---r---r--- , ---- r --- r ----r---r---r--- r ---"'" + 1 ---- r -- r -- 1 --- r --- 1 ---r- r --- r --- 1 � T/EXISTING FIN. FLR ELEV. - 396.17' �--- - l----L--+----•-1-----i----t--- i ----+----l----i----+----l-----t---- ----l-----i---+----•----�-----1----l.----�-----� I i 1 I i I I I , : I I i I I I i : I ! ! i i i I �-----L__L__.!.____L__ �----+----t----!----+----�----i----+----�----i----+----L--1- ----l-- - --�----t----..:..----r-----i-----� : I I I I , , I : I : I : I I I i : i i i i I I I I I I ' I : : I I : ' I ' I : I I : , I i 1 I : I •-----�----.J----1-----�----.J-------•---�-----'----L---•----1----•----�----......--- r---•---- 1 - - r----r---1----- r----r---- 1 ! : : i : : ! ! i i :, ! I : , i ! 1 i I i ' 1 : i i : I I I O 1 ' 0 I I I I , ' I ' I I I I I I 1 --- 1 ---1 --- -t ----r---1----t ---- 1 -- - - r --- t ----t---- 1 ---t --- t ---- 1 ----t ----t---- t -- t -- r ----r--- t ---- - l r---- r ---- J �---L___J___ .!.___ L__l____ .!.----�----4----+----�----i-----L----�----�----+----�----�-----i-----r-----f----+--- ---- t --- - J , I I I I I I i I i , I I I I I I i i I i i I I I l I i l i ! ____l____ L___ J____ 1____ l____ J____1____ L____ J____1___ _1____J____J.____ i ----4--l--- i ----l---- J ..::---- r ---- r --- , 1 ___ T ___ 1 : 1 1 : : : : : 1 1 : 1 : • 1 : : I 1 / ', I I ' I ' : : I : : : : : : : : : I ' I : ' / ',·J-,:---1---- t----r----1 ---- t----t---- 1 , --- r ----t---t--+ 1 ---r---1---t---r ---t---t--- r - - -- r---t- - r - �7' ' , ' ' I ' ' ' ' I I ' I ' J I ' ' ' ' ' ' "L____ f____J_____L____f----�----�- - -�-- - � ----•--�---�-----�--- 1 ---..:..----:---+----t-----�----+-----;r' \ , I I I I 1 , 1 , , 1 , , 1 I O I I , ' , 1 I I I I , I ' , I , I , o I O < I , ',,._l_____j___ i ___ l____ J_____ L___J____J____ _L___J____ J____ _L____ l____J_____L____ L_ __ �----- � ----1/ '\. , r : : : ,· : 1 1 : , ' , 1 1• I : : / 1 ' , ' ' I ' ' I ' ' ' I ' ' I , ',"L---L---t----- t ----i---- t ----�----i---- t ----l----- 1 ' ----+----t----i----+---+---1>/ '"·,1_ J ___ J __ J ___ J ___ J ___ J ___ J ___ J _____ � --- L __ J _____l____L___J_/, , 'I. , I I I I I I I I l I 1 I I/ ' ,, I I I I J i I I i I I I I / '-t---- 1-----i--t---- 1----- r ---- t ----1---r----t---- 1----- i ----v ',, I I I i l I i I I I i / ' I ' ' ' ' ' ' ' ' ' ' , '-J_____ L___:_____ L____J_____:____L___l_____:_____L__J,/ AERALATER PAD REBAR LAYOUT SCALE: 1/2" � 1'-0" 092900 GYPSUM BOARD 1 LAYER i" TYPE 'X' 066400 PLASTIC PANELING ADHERED PLASTIC SHEET PANELING 079200 - JOINT SEALANTS SEALANT "JS-#1" ON TOP OF j" FIBER EXPANSION JOINT WHERE INTERIOR SLAB-ON - GRADE IS POURED AGAINST EXISTING CMU WALL 033000 - CAST IN PLACE CONCRETE 4" INTERIOR SLAB-ON-GRADE w/ 4x4-W4xW4 W.W.F.--, �- (3)-18''L #3 STRAIGHT REBAR ' - d < 033000-CAST IN PLACE CONCRETE VAPOR RETARDER 24"W,12"D CONTINUOUS CONCRETE WALL FTG -(2)-CONTINUOUS #5 BARS 14" APART 033000-CAST IN PLACE CONCRETE j" FIBER EXPANSION JOINT WHERE INTERIOR SLAB-ON-GRADE IS POURED AGAINST EXISTING CMU WALL. • n I "' ' roI N 054000-CQLD-FORMED METAL FRAMING INTERIOR NON-LOAD-BEARING WALL FRAMING 042200-INSULATED CONCRETE MASONRY UNITS HORZ. JOINT REINF. @ 16" O.C. VERTICALLY 8" SMOOTH FACE "OMNI" CMU W/ VERT. #4 BARS IN GROUTED CORE @ 32" O.C. 320516-AGG. FOR EXTERIOR IMPROVEMENTS 4" WELL COMPACTED COARSE AGGREGATE TYPE 042200-INSULATED CQNCRCTE MASONRY UNITS 8" SMOOTH FACE REGULAR CMU's SOLID GROUTED BELOW GRADE. 071100 - DAMPPROOFING BITUMINOUS DAMPPROOFING TO GRADE 0721OD - THERMAL INSULATION -t-- "XPS" BRO. INSULATION (R-10) ' • • • '- T/FTG ELEV. � 394. 17' l 2' - 0" l g l!4 @ 32" o.c. 033000 - CAST IN PLACE CONCRETE -----30"x30"x18'1 CONCRETE PAD w/18"L #3 DOWELS IN EACH CORNER DRILLED & EPOXIED INTO EXISTING SLAB & (2) #3 HORZ. BARS ON ALL SIDES OF PAD. 6''Wx12" TALL CONTINUOUS CONCRETE CONTAINMENT CURB w/12"L #3 OOWELS DRILLED & EPOXIED INTO EXISTING SLAB B ' ' FOUNDATION WALL SECTION SCALE: 3/4" - 1'-0" (AS) FOUNDATION PLAN KEYNOTES I & (2) CONTINUOUS #3 HORZ. BARS. RUBBER STRIP WATERSTOP • 0 033000-CAST IN PLACE CQNCRETE CONCRETE PUMP PAD 0 o:ioQQQ CAST IN PLACE CONCRETE 16" DEEP CONCRETE AERALATER PAD 0 033000-CAST IN PLACE CQNCRETE 24"Wx12"0 CONTINUOUS CONCRETE WALL FTG 0 033000-CAST IN PLACE CQNCRETE 4" INTERIOR SLAB-ON-GRADE w/ 4x4-W4xW4 W.W.F. 0 033000-CAST IN PLACE CONCRETE DRILL & EPOXY (2)-24"L #5 DOWELS INTO EXISTING FTG. (EMBED 5" MIN. INTO EXISTING) 0 042200-INSULATEO CONCRETE MASONRY UNITS 8" SMOOTH FACE CMU SOLID GROUT BELOW GRADE. 0 0674U - FRP GRATINGS PULTRUDED FRP GRATING ''[NEMEC Co., INC." OR EQUAL HIGH-PERFORMANCE COATING --jf;l-PATCH/HAUNCH: 218 MORTARCLAD PRIME COAT: 201 EPOXOPRIME (6- 12) MIL PER COAT BASE COAT: 282 TNEME-GLAZE (4-8 MIL) PER COAT TOP COAT: SAME AS BASE COAT HAUNCH AT BASE AROUND • • 033000-CAST IN PLACE CONCRETE CHAMFERED EDGE CURBS (TYP.) 2B NEW CONTAINMENT CURB DETAIL � T/EXISTING FIN. FLR ELEV. - 396.17' SCALE: 3/4" - 1'-0" 042200-INSULATED CQNCRCTE MASONRY UNITS HORZ. CORNER JOINT REINF. @ 16" O.C. VERTICALLY-- - -, 8" SMOOTH FACE "OMNI" CMU w/ VERT #4 BAR IN GROUTED CORE @ 32" O.C. INSULATION INSERTS 042200-INSULATED CONCRETE MASONRY UNITS -io-- 8" SMOOTH FACE "OMNI" CMU w/ VERT. #4 BAR IN GROUTED CORNER 2A OMNI-BLOCK CORNER DETAIL SCALE: 3/4" - 1'-0" 12'-8" T/AERALATER PAD ELEV. 396.59' 079200 JOINT SEALANTS SEALANT "JS-#1" OVER JOINT AT PERIMETER OF NEW PAO ' N-----------/-------------------� • • • • • 033000-CAST IN PLACE CQNCRETE ' • • • '• #6 BARS T&BTM @ 6" O.C.E.W. ---� VAPOR RETARDER----� . ' • . • ' • • .. . • 033000-CAST IN PLACE CQNCRETE l" FIBER EXPANSION BRO AT PERIMETER OF NEW PAD 320516-AGG. FOR EXTERIOR IMPROVEMENTS '---- 8" WELL COMPACTED COARSE AGGREGATE TYPE (AS) A AERELATOR PAD SECTION SCALE: 1/2" � 1'-0" PROPOSED STRUCTURAL FOUNDATION PLAN • REVISIONS BID SET C 2023 Midwestern Engineers. fnc. 802 WestBruadway Street P.O. Box 295 Loogootee. lndLa!la 47553 DATE NOV. 2023 DES!GN T.M.K. DRAWN T.M.K. Q.C. CHECK PROJECT NUMBER 2017043-01 S1 .01 16 DF 47 I FILE NUMBER I 43655 Do Not Use Plan Previews for Take Off