JO S I I N SE T A N L T O O TT O B COE O L T V E O E D O R J L E O E D I DN , F T W I N ( HS IS E E H E R E N S Q OFL U T OE A O R 2 R E ). \ FOR RESILIENT TILE COVER C4 O1/N2"SxTR4 U1C/2T" IPONNAJDOIIANMT OWN/D1/4" x DOWEL PLATES AT 18" 0.C. / / SCEOEN CP LRAENT E S L A B , $ TISLAB EL. •• • , ,. .. • d .4� SEE PLAN .. N1.OTIENSS:TALL PNA DIAMOND DOWEL PLATES PER MANUFACTURER'S RECOMMENDATIONS. 2. RPRECIOORMTMOESNEDAALTINIOGNJSO. INT, PREPARE JOINT PER SEALANT MANUFACTURER'S 3. CONSTRUCTION JOINTS SHALL ONLY OCCUR AT LOCATIONS INDICATED. 4. APPLY LIQUID BOND BREAKER TO FULL DEPTH OF JOINT. TYP. SLAB ON GRADE CD ��,- � STRUCTION JOINT 3/16" - 1/4" SAWCUT JOINT, FILL T WITH SEALANT \ I I .. CSEOENCPLRAENTE SLAB, T/SLAB EL. . , .. SEE PLAN 11= ,_ NOTES: 6 GV " A R ( P AM O N IN R U L ) R AC E R L T E A M A R A N D T , E E F R RR IEAEL-DRAINING 1 SAWCUT JOINT AS SOON AS POSSIBLE WITHOUT RAVELING THE EDGE OF CONCRETE. 2. RPRECIOORMTMOESNEDAALTINIOGNJSO. INT, PREPARE JOINT PER SEALANT MANUFACTURER'S TYP. SLAB ON GRADE CD ��� TRACTION JOINT '--, 1 I -· 1='--111-111-III-111b I � - 1-1 I 1-l, 1 1-1 ·1-1 1-1112'-0" (TYP.) I I _.11 1 c-_ pl 11- . ,-_ , I1_1-, .-,!._I ' ◄·-- FOOTING ,-· -, Ul, � l 1T -1 1_1 , STORM, SANITARY, WATERLINE, ETC. STEEL SLEEVE WITH 1/2" WALL TENDS 2'-0" BEYOND THK E : A E C X H EDGE OF FOOTING SEAL ENOS OF SLEEVE WITH EA RL TT OC OK ME EPPR EGSRSAI BV LEEL ENTERING THE GAP IN M AF RT EORMI FOUN THAT ALLOWS DATIONS TO SETTLE 1" GAP ALL AROUND TO ALLOW FOR MENT OF FOUNDATIONS SETTLE ( I )------------ -- --- SECTION 1A 2'-0" (TYP.) ,,_ 1-,1- -11·=11=11 PIPE OVER FOOTING FOOTING TYP. UNDERGROUND SERVICE PIPE CD ��T - � IL AT WALL FOUNDATION O" TYP. .. ., ... ' .. . . 1 N . OTHP E R O S O R : V I ZI OD EN TCAOLRWN AE LRL BRAERI NS FAOSRSCHI NOGW(NS , I ZMEAAT NCDH FSOP ARCLIANPG )S. PSLEI CEEGREENQEURI RA LE MS TERNUT CS T U R A L N O T E S 2 . T2 "E CR LMEI NA RA TFER HOOMREI ZNODNOT FA LWWA AL LL L( TRYEPI INCFAOL RUC. NI N. 0G. ) . 3 . AS TE PTAHREACTOE NI NTSRIADCET- FOARC' SE OCPOTRI ON NE R, TBHAER S M A Y B E REPLACED WITH STANDARD 90° ACI HOOKS AT E PTHX R T E O E V E N I N D D D E E S DS O E T P F O A T T R H H A E E T M E O A OU INT U S T IN I S D S I ED ID E F E - A F - C A F CE A E CA ES C O BS A RH RO N S EW , R N BARS AS SHOWN, WITHOUT SUBSTITUTION. WALL REINFORCING - PLAN VIEW (BOTH FACES) CORNER BAR (SEE NOTE 1) CORNER BARS (SEE NOTE 1) "] L HS TOAONKD A R D LS TYPICAL CONCRETE WALL CORNER REINFORCEMENT - PLAN VIEW 3/4" = 1'-0" • 1"x2" SHEAR KEY 1' - O" CSEOENCFORUETNEDASTLAIOBN, PLAN -·u '!F Zz 0 "' in J en o_ WW 0: w "- en w, QM VI g:(j _ CS EOEN CF OR UE TNED AS TL IAOBN, PLAN - 1' - O" 1-111- -1 1SLAB DEPRESSION DETAIL 112" = 1'-0" (1� i� PIPE UNDER FOOTING SCALE: NONE 14 NOTES: 2 CWOI TOHRTDHI NE AUTNE DTEHRESUL AS BE OP I FP ITNHGE CS OE NDTERT AA CI LTSO R GI F RTEHAET TE OR P) BOEFL OT HWE TSHEER BV OI CTET OP IMP EO I FS T2 H' - 0E" ( O R FOOTING, STEEL SLEEVE IS NOT REQUIRED. EB LOETVTAOTMI OONF PFEOROPTLI NA GN PROPOSED GRADE FOOTING EXCAVATION LIMITS (SEE NOTE 1) . •. . .. B COMPACTED ENGINEERED FILL SUI�TABLE BEARING MATERIAL 1NOTDEESW, ATER EXCAVATION AS REQUIRED. 2 WIDTH OF EXCAVATION SHALL EQUAL UWNIDDTEHRCOUFTFO{WO=TBIN+GD)P. LUS DEPTH OF 0 CDT��: FOOTING IN UNDERCUT AREA AT NON-CONSTRUCTION JOINT--"°' "::c LOCATIONS OMIT DOWELS, AND PROVIDE STANDARD ACI 90 DEGREE - �-kh . END HOOKS ON THESE BARS �· • LSAEPE SCPOL NI CGE SR CE HI NEFD. US LT EL IN THE GENERAL .. STRUCTURAL NOTES � ·� FOR LAP SPLICE -. - �= =========11-c< IT· REO'TS. (TYP. U N 0) . • ( S EWEAWL LARL EL ISNEFCOTRI COINNSG) . . . . .• .. .• . ,· C( OOPNTSI OTNRAULCUTIONN0J.)OINT AA GP PELNYT BTOONWD IANLGL CPP R L O A I NO C C R E R M T E O E T N ET HSTOAONKDARD ACI WALL REINFORCING • PLAN VIEW (BOTH FACES) (D :i;,��. .coNc. WALL INTERSECTION Ez u U-l - ::a: "" 32 VJ < - z Cl < 0 z "" 0 CG g µJ z Cl-, "' � - >- � z � f-- µ.J z "' µJ � :5 - ;-. VJ z >< zo UJ '<l ::, u < o� 0 "" u- -l z µJ C, g Cl-, 0 UJ E- "' - E--- <( o- --l - 0. C, s : � " z "' "" -l <o ::a: 0 "" "' z c.. <( u f-- E--- 0 z C, < < e= 0 zU - < s U-l ," 0 CG - µJ oG "' E--- - "" z L!.l z ;S 0 CG - µJ - Ole' � � :,c 0 <( � < < ....J <( ::, :,c U-l 0 EE- en <( < ' REVISIO�S ffcErsolutions structural engineers Bl[D SET I © 202s I Midw�ste, J Engineers. 1,ic. 802 We,;t rNdw�,, Street P.O. Uox :rs Loo�oo!ce. !ndiana 47�53 DATE JULY 2025 DESIGN N.D.B. DRAWN N.D.B. Q.C. C 1 ECK J D.T.1 PROJEC � NUMBER 2025 05-01 ' ' 1 1 OF - I FILE NUMBER I \ .- Do Not Use Plan Previews for Take Off
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