�OPENING OPENING NOTES: (2) -#5 X 4'-0" ((12)E-A#C5H FACE) (TYP.) (1 EACH FACE) (TYP.) r A( 2T) -T#O5P( 1O EF AO PFEANCIEN)G P R O2 ' V- 0I D" TEYAP ISCTAALNODRA R D l------,'""-�.j 90DEGREEHOOK (A2T) -B#O5T (T1OEMA OFFA CO EP )E N I N G / ((12)E-A#C5HX F4'A-0C"E) (TYP.) /r (2) -#5 / / (( 21 )E- A#C5 H( 1FEAAC EF)A(CT YEP) . ) AT TOP OF OPENING P R 9O20' V- D0I D" ETEGYRAP EISCETAAHLNOODORAKR D A( 2T) -B#O5T(T1OEMA .OFFA OC EP )E N I N G 1. WTS HHHEAELORL PEBEVENEAI RNDTGDI , CEOADNL TEROHE EI ANALFCFOHOR FSC I T I DNHEGE OI I SNF TI TNEHTREE RROURPPUETPNETI DNE GDS . TBEUYESLE 2 . FTWUHALI SLLLDLSEEUNT NAGLI TLEHAS PSB PADLREI ESTS. A ITL OE DA LOLT OH PE ER NWI NI SGESOI NN CT HO EN CP LRAENT SE . CD ��� -- O ' OPENING IN CONCRETE WALL SDERAYL - PWAI TC HOCF OCNECMEENNTTRI TAOT UE DS \\ C( XDRY I YMP SEETXNA OSL I LROI NNE EQT WUO I AVB TAE EL VRE ENP RTR I ) OF I OEJ OFD I I NNB GYT INSTALLER (EA FACE OF WALL). WTWYAAP TT. EEA RRT SSWTT OOA LPP L RRS xx>, , TT8 YY" PPT HEE I 11C 00K12 TR H TYP. AT WALLS :o 8" THICK S E E FPOLRA NWSAAL NL DT SHEI CCKTNI OE NS SS \ AND REINFORCING ROUGHENED JOINT NOTES: 2" 2" .. •, - SEE NOTE4 1. CONSTRUCTION JOINTS SHALL BE LOCATED AT JOINTS MARKED CJ. 23 UWNALTEESRSS NT OO PT SE DA NODT HDERRYW- PI SA EC , RCEOQNUSI TRRE UD CATTI OWNAJTOEI RN TR SE PT AA ICNI INNGG NWOATL TL SO O N L Y EXCEED 75 FEET 4. 50% OF THE HORIZ. REINF. STEEL SHALL BE CONTINUOUS THRU JOINT. HAD COI SCRCOI OZ RONDTNI I TNNAGULLOYBUAASRNHSDOTSRHHI AZAT. LBSL ATNROOSPTSSBHHEAOLFRLI ETBL OED FAC LJUOT TEI NR TCN OSA HNT EAT IDLNL UA BLOEOU NFSAGAB WNR DI AC LAL T HE ED I G H T . 6 57 . . . HC SS E E OO E E RN G I S S Z T P E O R E N N U C E T C I R A F T A I L C I L OR D N S E E T IN J T R O F A U I O I N L C R S T T CS U A I R T SN H A G N L A OS L NT T L O E E N D T E OE L S T S I T S O F R C OC U O RC C N UT L T U R A I R P NW EU S I S OT P HL U W I I SNC H E T E 5 H ' RR -0 R E E " U QO 1 U 0 J F 0 O I R % A IN E C OT M O F E R N T N H T E S E R . TYP. WALL CONSTRUCTION JOINT 1" = 1'-0" a'. ..., 10 N a'. ..., 0 N SEAL WITH CONCENTRATED \ DRY-PAC OF CEMENTITOUS CRYSTALLINE WATERPROOFING 1 9" PVC WATERSTOP WI CENTER ( I XNDYSI MPT EAE XLN LSOEI ROR NE( EQTAUO I FVB AAECL VEE ENORT FI ) F: WI EJ AOD LI NBL YT) . I BULB AND STEEL "C" RINGS - / FAATS1T2E" NOI.NCG. WATERSTOP TO REINF. S E E FPOLRA NWSAAL NL DT SH EI CCKTNI OE NS SS 1 \ AND REINFORCING ANTICIPATED CRACKING ___,/" NOTES: 2" 2" . '· SEE NOTE 4 123 . . . CWU ONA LNT ETE SRRSAS CNT OTO I PTO SEN DAJ NOO DTI NHDTERSRYSW- HP I AAS CLE L, RCBEOEQNLUTOI RRC AEA CDT TEAI DOT NAWTJ AOJTOI EN I RNT TSRSPE AMT CAA I I RNN KI GNEGND OWCT TA TL OL S O N L Y . 4. 5 E HA 0 XCO % C CR E O I O Z E R F O D D NT I 2 H N T 5 A E G F L L H E Y B O E A ATR R NI ZSD. TRSHEHAI ANTLF SL. TSNOTOPET ESBLHESOFHRI AETLL OLD FBCEJUOCT I O.N TNC TOS I HNN ATU I LONL UUBSOEUT FSHARAB UNR DI JCOAI NT ET D 5 . SDH EI OSERC I SOZ PONETNCI TNI AFUI LCORUDESEI NTHFAOOI LRRSI ZCA. I NTB GAN ROSSTT EES DEH LAS LI TSLRCBUOEC NTA TUL I TRN EEURSONUWASHT ETE HDR REA UL1 O0J 0ON %GI N OTWF A TL HL EH E I G H T 67 .. CS EOEN TGRE ANCE TRI OA LN SJ TORI NUTCST US HR AA LL LNNOOT TE SO CF OC RU RL AWP I TSHP I LNI C5 E' - 0R" EOQF UAI RCEOMRENNETRS. 1 TYP. WALL CONTRACTION JOINT 14 1" = 1'-0" a'. ..., 0 N �11-1A1-111=- 14 i---- FOOTING 2'-0" (TYP.) ' 1 1---111 111-· ----wr STORM W , S A A T NER IT L A E I RN TCE Y . , , \ S TTEHEKL: SELXETEEVNEDWS I 2T' -H0 "1 B/ 2E" YWOANLDL \ EACH EDGE OF FOOTING SEAL ENDS OF SLEEVE WITH � INERT COMPRESSIBLE M AF RT EORMI AELNTTOE RKIENEGP TGHREAGVAEPL THAT ALLOWS FOUNDATIONS TO SETTLE ' I l=I I 1=! I I � ! I 1" GAP ALL AROUND TO ALLOW FOR �---W•ll'°====� 1 :'.: ::::: ·--�· ::'.! �i ::'.-".: .: - � 1 :: 1 �·:-:::·�- -===f'=:::::?J■o-L __ __;: sETTLEMENT OF FOUNDATIONS 2'-0" (TYP.) FOOTING -- i ----1 I l--- - ·- -i 11=111=1 1 PIPE OVER FOOTING TYP. UNDERGROUND SERVICE PIPE /j DETAIL AT WALL FOUNDATION 14 1I8" = 1'-0" P R O VL AOI DTCEEANN S T O D T I O N A H- NN O C S D O O A O K N R S M S D T I O T R A N D U C T O C I H 9 TW0 E IO E S D L N E E S J G B , O AR AI N R N E DE S T �•� -- LSAEPE SCPOL INCCE. SRCE HI NEFD. US LT EL IN THE GENERAL STRUCTURAL NOTES FOR LAP SPLICE __ REQ'TS. (TYP. U.N.O) 1 ------------� ( S EWEAWL LARL LE ISNEFCOTRI OC INNSG) \ ' . CA( OPOPPNTLSI YOT NBR OAU LNC UDT I .I ONN NG. O . O I N T PAC RGO IENONCRTRTETOOT EW A L L PLACEMENT HS TOAONKD A R D A WALL REINFORCING - PLAN VIEW (BOTH FACES) 4 TYP. CONG. WALL INTERSECTION 14 1/8" = 1'-0" 0"TYP. NOTES: 1. 2. S P F HT OE R PO R A O R R C M V I L Z I I I AN DO N P G E A N ) T S T C . E A PO S L L H R E IC WO E N E R A E G I R L R Z E L E O N B RQN A E E U T R R I I ANS AR L F L EA O WMS S R T A E S RC L N H L I U T NO C RSGW. T E ( U I NS N R , I F Z M A O E L A R A T N C NC O I D N H T G ES 2" CLEAR FROM END OF WALL (TYPICAL UNO ) ·� 3 . RAS TEE PPT ALHARECA CTE OED NI WNT SI RTI ADH CEST- TFOAARNC' SDE AOCRPODTRI 9ON0NE" R , ATCBHIAEHR OS OMKASY ABTE P E TB H RX A T R E O E S V E N IN A D D D S E E S S SD H O E T OP F O A W T T R H N H A E , E T W M E O I A T OU I H N T U O S T INU I S D S T IDE I D S E F U E - A F - B CA F S E C A T E CA IT E S C U O B ST A I HR O RON N S EW . , R N �--:•?/\- WALL REINFORCING / / (SEE WALL SECTIONS) WALL REINFORCING - PLAN VIEW (BOTH FACES) CORNER BAR (SEE NOTE 1) LS \\\ '\__ CORNER BARS (SEE NOTE 1) �L HS TOAONKD A R D 5 TYPICAL CONCRETE WALL CORNER REINFORCEMENT - PLAN VIEW 14 3/4" = 1'-0" 1 1 A 4 PIPE UNDER FOOTING '-- EXCAVATION ../ LIMITS (SEE NOTE 1) SECTION 1A SCALE: NONE 14 NOTES: 21 .. GFICWFOO R I T TOE O HH A T R E I T T N D T H E I G O N R E. A P ) SU T B O TN EE E F D L T E E OT H L RHW E S S E L U T L S EA SH E EB EE R V POB E V I O F P IC IS IT T NE T H N G OP E O I M CS PT OE E O R N D I E F S T E Q T R 2 T UH ' A - A 0 I E C R I " L T E S (OO D R R. BE LOETVT AOTMI OONF PFEOROPTLI NA GN / - PROPOSED GRADE ' . ' • <l •. ' ' ' .- ' " - , --·, ... � : : - ��_/_,. -., ��- / B / � FOOTING .COMPACTED ENGINEERED FILL ' 1// SUITABLE BEARING MATERIAL NOTES: 2 1 . . WRDW E E I I DD Q W T T U A HH I T R OOE E R F F D E F E OX X C O C A A T V I V N A A G T T II P O O L N N U S S A H S DAELPL TEHQOUFA L UNDERCUT (W=B+D) 0 0 TYP. FOOTING IN UNDERCUT AREA \..V 1" = 1·-0" 6" ST EI FET GP .L EA LN o 2' -6" LAP TS/EFET GP.LEALN. AS FTG. BARS SBI AZ ER SA NT OD SB PE ASCAI MN GE \ .4---,-------. - �----. ---< 4 '"·" � � - "L" .. 2 '-. •.·- , ; 2' -6" LAP NOTE: 1 2. MAINTAIN 2 TO 1 RATIO D = 1'-0" MIN. 3. L c 2D • � -- z � � ,__J >---< <( <( N :z �i r.u - ::r: o:i. >-" f-- ::i c,: µ., !,; � 0 05 � >- � UJ f-, :5 z >---< u ' u -- C/} - REVISIONS .u?ci'solutions structural engineers i>?c-· �.::.,.; ,:,:, .n>.iilll.m '"""'· �Mille '"""",,,." • .,...,, BID SET © 2025 Mictwe�tcm Enginct•r;;. inc 802 We�! Bro.idway Street P.O. Box 29-5 Lt1u1;001ce. lndiana 475:'i'.l DATE APRIi Df_S1GN 2025 ��� [AWM � � ij o e. i:trn {�T R lC I NUMB ER 2024090-00 1 4 OF FILE NUMB ER 44642 Do Not Use Plan Previews for Take Off
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