Midwestern Engineers, Inc. Plan Preview

z < C z 0 F 0 z 0 o' u� 9 z 0 - � � "'I 0 � <'ii Q e- Q --- 0 " "-I 8 "' � " C - ---1 o' • ' = 9 � - • F • 0 < , z 0 w " w 055213-P I PE & T UBE RA I L IN G-----, GU AR ORA I L --- 055213-PIPE & T UBE RAIL IN G H AN D RAI L EA. SIDE 055313-B AR GRAT IN G-----+-+++� 055000-MET A L F A BR I C A T I O N S-------. A LUM. AC6x4.03 CHA NN EL --- 055000-MET A L F A B RI C ATI O N S A LUM. Cl 2x8.64 ST A I R S TR I N GE R 055000-MET A L F A B RI C A TIO N S T G RA TE ELEV. = 405.12' A LUM. A C9x4.98 CH ANN EL--�-�l-+-1-- (4)-4"x4"xf A LUM. TUBES---... w/ 8"x8"xj" A LUM. BASE PLA T E WELDED TO B TM (4)-j"0xl2"L S.S. A . T . R . w/ HEX N UT T A CK-----_ WELDED A T EMBEDDED E N D. BOL T HOLE PATTE RN 6"x6" O.C. $ T /P2 #3 CI R CULA R TIES @ 12" O.C. VE RT .-- ..__ . ._J 1 • ,<, P2 ,<, ,<, ,<·, ,<, P2 " '.:J I I " /' / '\ ,<-.(/, << • z • " "'- ,. N (6)-#4 VE RT . REB AR w/ S T D 90' ----,-I' HOOK & EVE N LY SP A CED AR OU N D P I E R . ��•:::�• -'.J • C EXTERIOR LANDING SECTION SCALE: 3/4" = 1'-0" 27' - 4" I 1------------------------------ 7 I I I I I 9'-9j" 8'-5j" 9'-lj" I 1/,; I f,ii'-lr,l--,-----'----+-------'---+-----'------,�1 0---------- 4 ,- I 1/, , I 2 - I I /, I , I /. I • , I I L___ J L___ ..J 2 I I F l �......_ Fl I . I B I I 3 I I '----/ I % I I ' I , 1·-0 ,.1 -,r,- :i,' r- l I L________, ______------------____ _J /, / _/1//,.; /1�°")'.//.:/1/// / -//,// 'Z ,, ,, ✓ ✓/ ,, -� I -- _J I I" ...- 1 a, ·-{pij P2 �p P2 : _J_.f- - r-\ 6 N 0 L_________ i____ l · - @;I P2 26'-8" ':o I I I L___ __J 4'-3" FOUNDATION PLAN SCALE: 1/4" = 1'-0" ' a) I a) - � -i"¢x8" S.S. WEDGE ANCHOR 033000-CAS T I N PLACE CONC R ETE 4" 4,000 PS I EXTE R IOR SLAB-ON-GRADE LAND I NG w/ 4x4-W4xW4 WWF & 6" T URN DOWN FTG T O 24" BELOW F I N. GRADE '---- j" EXP JO I NT ON O T HER S I DE OF LAND I NG AGA I NST FOUNDAT I ON WALL COVER JO I N T w/ 079200-JO I NT SEALAN T JS-#1 320516- A GG. FO R EXTE RI OR IMP R OVEME NT S 6" COMP A C T ED CO AR SE A GG TYPE( A 5) $ T /F IN FL R ELEV. 405.15' $ T/PI ELEV. = 403.40' T/FI ELEV. - 400.90' PIER & FOUNDATION SCHEDULE ID DESCR I PT I ON T.O.P. T.O.F. 4,000 PS I CONCRETE PIER P l 12"¢x30"D w/#3 T I ES @ 12" O.C. & 403.40' 400.90' (6)-#4 VER T . DOWELS EVENLY SPACED AROUND PER I METER. 4,000 PS I CONCRETE P I ER P2 12"0x30"D w/#3 TI ES @ 12" O.C. & 402.48' (6)-#4 VERT. DOWELS EVENLY -- SPACED A ROUND PER I METER. 4,000 PS I CONCRETE FOOTING F l 3'-0"x3'-0"x12"D w/ -- 400.90' #5 BARS @ 8" O.C.E.W. I I I 061000 R OUGH C AR PE N TRY 061000 R OUGH C A RPENTRY T REA T ED CO NTIN UOUS 2x6 PLA T E ! ! ! 2x8 FLOO R JOIS T @ 16" 0. T REATED 4-PLY 2x12 BEAM Sa" CLR C. / 8" LO N G x j" T HICK A 36 S T L H.D.G. 5 R EB AR U-BRACKET w/(2)-18"L # WELDED TO B T M & WET SET I N T O PIE R . ,- ' ~ - I ' I <l n ' ' ' ' I ' ' : p 'v' 0 ______J ��y� / '-... '-...1/�1/� " " I> 'Q 0 3" 'Q' I> I l . " " - 6" 8" " " ,q. <1 • I> 'Q '1 / " " 'Q. " " " 8 " 3'-o" ' (2)-l"•x l O"L G A LV. A .B. w/ V ., " HD N UT. [SP A CE BOLTS HORIZ. 6" AP ART o.c. J I I I ' ' ' : 033000-C A ST I N PLACE CO N C R ETE & UP A LO N G OUTS I DE F ACE [2 V A POR B AR R I E R TA PPED & SEALED A T FLOOR OF P I E R . --------------- /�'-...//'-.._y/'-.._'-... / , ;/ /#3 CI R CU� TI ES/@ 12" O.C. VE R T. :/'-..."{/'-... '< /'-... '.; P l "'J " (6)-#4 VE RT . R EB AR w/ S T D 90' R OU N D PIE R . HOOK & EVE N LY SP A CED A �(4)-#5 HO R Z. R EB AR @ 8" O.C.E.W. Fl " ' 3" I '.)-, <1 " 8" 6" B TYPICAL CONCRETE SUPPORT PIER SECTION SC A LE: I I /2" = I'-0" 072500-W !;'/ THE R B ARR IE R ----... I' LA Y E R : W RA P 2"' LAYE R : PAPER 042000-U NI T MASO NR Y--- --... F A C IN G B RI CK VENEE R T F IN . FL R ELEV. = 405.15' SOLD I E R B RI CK COU R SE B A ND AR OU N D PERIMETE R --r1-r-t-+-WJ�� [M AT CH EXIS T I N G HEIGHT] T CO N G. W A LL ELEV. = 404.36' 071100-D A MP R OO FIN G FLEX I BLE FLASH IN G _,,--:::__,__L__�__,.;�� COLD APPLIED BITUMEN - ------'---!,L-,L+.-1 I" A IR-G A P ' ' I 072100- T HE R M A L IN SULAT I O N CLOSED CELL SP RA Y FO A M( R -13) i 061000- R OUGH C AR PE N T R Y T REA T ED 2x8 S I LL PLATE w/ S I LL SEALER UNDER N EA T H 042D00-UN I T M A SO NR Y j"0x12" L-SH A PED AN CHO R BOL T @ 24" O.C. � 04 li2A o 'o: oo t - , u � N � IT � M � A � s � o � NR � Y l =:=:���:h= =+ =��j;__ -: 8 " _u.:/ , I A DJ. M A SO NR Y T IES PLAN KEY NOTES WEEP/vE N T : V A PO R B ARRI E R T A PPED & SEALED AT MO RT A R TRA P '1 7 033000-C A S T IN PLACE CO N C R ETE M T L FLASH IN G w/FLEXIBLE FLASHI N G I FLOO R & UP A LONG OU T SIDE FACE OF I NSUL B R O. 0 T REATED 4-PLY 2x12 SYP#2 BEAM. SPL I CES SHALL BE OFFSET 3'-0" FROM ADJACEN T PLY. 0 7j"x4"x12"D NOTCH I N CONCRETE WALL 0 FOUNDA TI ON WALL SH A LL BE OFFSET I" T O ALLOW BRICK FACE TO MATCH EX I S T ING. 0 CAVITY BEHIND FOUNDAT I ON WALL TO BE F I LLED W/ CONCRETE. USE BOND BREAK I NG MATER I AL(#30 FELT) OVER EX I ST I NG BR I CK. 0 FOOT I NG TO BE CAS T AGA I NST EXIST I NG BRICK W A LL. 0 4" 4,000 PSI CAS T -IN PLACE CONCRETE LANDING w/ 4x4-W4xW4 WWF & 6" TURN DOWN FTG T O 24" BELOW FI N. GRADE GENERAL CONSTRUCTION NOTES I . CONTR A CTO R SHALL VER I FY T HE EX I S TI NG F I N I SH FLOOR ELEVAT I ON A ND A DJUS T THE TOP OF PROPOSED FOUNDA T ION WALL A CCORD I NGLY T O ENSURE F I NISH FLOOR MA T CHES EXIS T ING. 2. CON T R A CTO R SHALL ADJUST BRICK LEDGE O F FOUNDAT I ON WALL TO MATCH T HE EX I STING BRICK COURSE. ALLOW M I N I MUM 3 I NCHES OF HEIGHT ABOVE EX I ST I NG GROUND SURF A CE T O STAR T F I RST BRICK COURSE. : I i 321216- A SPHALT PAVI N G '/ - - ------------ N EW A SPH A LT � z :,.. '-.._/ '-/ (3' W I DE PE RI M ET E R ) --"---= ="====� f:==FJ " ;;, 0« EXTE RI O R S I DE ' a) IN TERIO R SIDE #5 HO R Z. R EB AR ----t------,� ..f-+ /+-- - 072100- T HERM A L IN SULA TI O N "XPS" BRO. IN SULA TI O N ( R -10) T FTG ELEV = 400.90' A 1'-0" SJ 0 I " " l 1'-2" 2'-0" /1..�--- R OUGHE N T /FTG AT W A LL j" A M PL I TUDE i1'"-----::-f--- #5 VE R T. R EB A R @ 12" O.C. w/ STD 90" HOOK • m---+--(2)-CO NTIN UOUS #5 HO R Z. R EB A R l ' TYPICAL FOUNDATION WALL SECTION SC A LE: I I/2" = I' -0" FOUNDATION PLAN & DETAILS 00 � REVISIONS "' .e BID SET C 2024 Midwestern [nginecn:. Jnc. 802 West Bmndway Stree! PO. Box 295 Loogoote�. Indiana 47553 DATE JULY 2023 DESIGN T.M.K. DRAWN T.M.K. a.c. CHECK C.W.R. PROJECT NUMBER 2021012-14 3 3 OF 11 I Fllf NUMBER 53793 I Do Not Use Plan Previews for Take Off