i � Q ..... Q RI ..... � ,!-.j .. • � < � - Q � GD 6 5/8" 31' - 4" WF2 5 I 540 06' I --�--------------- �+--------+- I,. ©+-- - - - - - +-tm b S F T T E G P . CMUWALL _/1 WALL FOUNDATION FOUNDATION PLAN 1/4" = 1'-0" ' ,------;--- ' A '' '• • • ' • ' • •• • • 0 L_ -----'-----�-; - • • .tix WF3 I 538 06' I • • - ---------- ' ' • -----+- • EXISTING �---.--, T/SLAB EL 529.06' I • FTTOG ETXI EI S- TI N. � �EXISTING CP ER LOETVEACTTE IDN SPLLAABC, E I , ]lt<s.4--'/�5"'-... --:L-J lllr0 "" FTTOG ETXI EI S- TI N. ) - EP RX IOSTTEI NCGT FINL OPOL ARCHEA T C H , IX, > � FOUNDATION PLAN/ MAIN FLOOR PLAN NOTES 0 INDICATES NOTE REFERENCED IN PLAN 1. SEE SHEETS 9 - 13 FOR GENERAL STRUCTURAL NOTES AND TYPICAL STRUCTURAL DETAILS. 2 . TT // SF OL AUBN OD AN TGI ORNA DE EL EEVLAETVI OA TNI =O NV=A R5 I4E2S0, 6S' EUENP. OL A. N 3. GENERAL CONTRACTOR TO COORDINATE ALL OPENING, PIPE SLEEVES, EMBEDDED ITEMS, HANDRAILS, GRATING, ETC. WITH THE PROCESS DRAWINGS. 4 . AE LRLE DC ITMI OE NN .S ITOHNES GAENNDE ERLAELVCAOT INOTNRSA SC HT OA LRL SBHEA VL EL RA I SF SI EUDMPERRI OERS PTOO NFSAI BB IRL II CT YA TFI OO RN , ACNOYNDSI TS RC UR CE TP IAONNCOI ERS . 5. SEE SITE PLAN FOR ALL FINAL GRADE ELEVATIONS. 6 . AB LELPBEARCIKNFSI LPLEI CN TGI NAGN DG ECOOTMEPCAHCNTIICOANL REENQGUI NI REEEMR E' SNRTESCBOEMH MI NEDNWD AATL LI OSNASN. D U N D E R B A S E S L A B S S H A L L FA LGOGORRE GS LAAT BE SF HI L AL LALNCDOAN S1 0I S- MT I OL FV AAP4O- I RN CRHE TCAORNDCERRE TREE ISNLFAOBR- OC NE - GS LRAABD WE IOT VH ESRY 6N" TCHOEMT IPCAFCI BT EE RD S A S INDICATED IN THE GENERAL STRUCTURAL NOTES. 8, MAINTAIN STRUCTURAL SLAB THICKNESSES AT ALL FLOOR SLOPES AND DEPRESSIONS. 9. SEE PROCESS AND MECHANICAL DRAWINGS FOR LOCATION OF EQUIPMENT PADS CC OO NN TD RI TAI OC NT SO RB ESNHEAAL TL HE FN OG UA NG DE AQT UI OANL SI F IAENDDGVEEORTI FEYC HA NL LI COAWL AEBNLGEI NSEOEI LR BTEOA I RN I SNPGE AC ST SSUOMI LP T I O N S . SEE GENERAL NOTES ANO DESIGN DATA FOR ADDITIONAL INFORMATION. WALL FOOTING SCHEDULE MARK WIDTH LENGTH THICK. BOTT. LONG. REINF. BOTT. TRANS. REINF. WF2.5 2'-6" CONT 1' - 0 " (3) - #5 #4 AT 16" O.C. WF3 3'-0" CONT 1 '-0" (4) - #5 #4 AT 12" O.C. MASONRY WALL REINFORCING SCHEDULE 8-INCH CMU WALL 0 V8-EINRCTHICNALO:RMAL WEIGHT CMU BLOCK #5 BARS AT 48" O.C. HORIZONTAL: (2) #5 BARS AT T/BB ELEV. = TNVALL #9 TRUSS TYPE JOINT REINF. AT 16-INCHES O.C. (8" LAP) NOTES: 1. PRLEAINNFSOARNCDE/OARLLDWETAALILLSS.AS NOTED BY SCHEDULE EXCEPT AS NOTED ON 2 . DP ROOE SV I DN EO TT OF IPN BI SOHNOONBAE AF MU L(LB BB)L OT OC KA, LTL OWP ABLBL SD. EWP HT HE NS HWAALLLL BCEOTUHRES LI NAGS T OFUFLTLHBELOWCAKLLP.LUS THE PARTIAL DEPTH OF THE REMAINING BLOCK AT TOP 3 PROVIDE A 1'-0" HOOK AT TOP OF ALL VERTICAL BARS. ' E- f-- z u i:.i:.l - � 0,: i:.i:.l C/) < > - z C, < 0 z 0,: ci p,: 0 � z p_, ui --: >- � z !il � cu LL) -E- "' e-- ::, z X zo ad ::, u <!'. u.J O¼ -l 0 0,: Uo ;a:; LL) Cl "' p_, 0 cu f-- "' :::, E- -' � < Oa z - � 1-l-, z; ::, " - "' "' --l <a 0 O:::w.i z c.. < u ;- EQ z a< <!'. ',: 0 zU - <o LLl "' 0 :.:..l ,_J ELL) C) 0 "' E---< z 0,: �� p,: � LL) "' 0 :L 0 "" i:.i:.l 0 . "- E- < � <!'. < --l ::i: < ::, :L 0 Ef-- (/) < <!'. ::i: ' REVISIONS �r·;l:!���n� �ID SET """" ,\·!iclWestem Fn�in�c1�. Inc. 802 West Broac\way Street PO. Box '.!95 Loo�W1ee. lndii•n� 47553 DATE JULY 2025 DESliGN N.00.8. ORAr N.00.B. o.c. ! CHECK J.D.T. PRO�ECT NUMBER 20 5005-01 '' :1 4 OF . ' I FILE'. NUMB ER I L Do Not Use Plan Previews for Take Off
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