CONCRETE & REINFORCING STEEL NOTES. MATERIAL PROPERTIES (U.N.O.) COMPRESSIVE STRENGTH - F'c = 4 KSI CONCRETE REINFORCEMENT - Fy = 60 KSI (A615 GR 60)

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1 STRUTURL DESIGN RITERI FOUNDTION NOTES ONRETE & REINFORING STEEL NOTES ERTHWORK NOTES STRUTURL SYMBOLOGY 3//0 :: PM :\Revit Local\ S-entral_8mjb.rvt. GOVERNING ODE: 00 IB. FLOOR LIVE LOD (03..) N/ 3. ROOF LIVE LOD (03..) MINIMUM ROOF LIVE LOD:. ROOF SNOW LOD (03..3) 0 PSF GROUND SNOW LOD: PG = PSF FLT-ROOF SNOW LOD: PF =. PSF SNOW EPOSURE FOR: E =.0 SNOW LOD IMPORTNE FOR: IS =.0 THERML FOR: T =.0. WIND DESIGN DT (03..) BSI WIND SPEED (3-SEOND GUST): V3S = 0 MPH OUPNY TEGORY: II WIND IMPORTNE FOR: IW = (VLUE) WIND EPOSURE: INTERNL PRESSURE OEFFIIENT: GPI = +/- 0.. ERTHQUKE DESIGN DT (03..) OUPNY TEGORY: II IMPORTNE FOR: IE =.0 MPPED, ME, % DMPED, SPETRL ELERTIONS: T SHORT PERIODS: Ss = 0.3 G T PERIOD OF SEOND: S = 0.0 G SITE LSS: DESIGN ERTHQUKE SPETRL ELERTIONS T SHORT PERIODS: SDS = 0. G T PERIOD OF SEOND: SD = 0.0 G SEISMI DESIGN TEGORY: BSI SEISMI-FORE-RESISTING-SYSTEM:. FLOOD DESIGN DT (03..) SD = B SFRS = PER ONTROR BUILDING IS NOT LOTED IN FLOOD HZRD RE; THEREFORE FLOOD DESIGN DT IS NOT REQUIRED 8. SPEIL LODS (03..) SPEIL LODING ONDITIONS RE NOT PPLIBLE TO THE DESIGN OF THIS BUILDING; THEREFORE SPEIL LODS RE NOT REQUIRED. SPEIL INSPETIONS FOR SEISMI RESISTNE (03..8) BUILDING IS DESIGNTED SEISMI DESIGN TEGORY B; THEREFORE SPEILINSPETIONS FOR SEISMI RESISTNE RE NOT REQUIRED. GENERL NOTES G-. G-. G-3. G-. G-. G-. G-. G-8. FIELD VERIFY LL DIMENSIONS ND EISTING ONDITIONS PRIOR TO STRT OF ONSTRUTION - RESOLVE NY DISREPNY WITH RHITET/ENGINEER.!!!! FOR LRITY, LL ETERIOR SLBS ND SIDEWLKS MY NOT BE SHOWN. FOR E DIMENSIONS, LOTIONS, JOINTS ND SORE LINES, SEE RHITETURL ND/OR IVIL DRWINGS. VERIFY LL SIZES, WEIGHTS ND LOTIONS OF MEHNIL ND ELETRIL EQUIPMENT, ROOF PENETRTIONS, DUTS, ET. WITH MEHNIL ND ELETRIL ONTRORS ND FIELD ONDITIONS. DETILS MRKED "" MY OR MY NOT BE UT ON PLNS, BUT SHLL PPLY UNLESS NOTED OTHERWISE. STRUTURL SYSTEM IS DESIGNED TO WORK S OMPLETED SYSTEM, NY SHORING OR BRING NEESSRY DURING ONSTRUTION SHLL BE THE RESPONSIBILITY OF THE GENERL ONTROR. SEE RHITETURL, MEHNIL, ELETRIL, ND PLUMBING PLNS FOR SLEEVES, INSERTS, ET. NOT SHOWN ON STRUTURL PLNS. NO PIPES OR SLEEVES FOR MEHNIL TRDES SHLL PSS THROUGH STRUTURL MEMBERS WITHOUT PPROVL OF THE STRUTURL ENGINEER. THE ONTROR IS SOLELY RESPONSIBLE FOR LL SITE SFETY ND LL IDENTS WHIH RESULT IN DETH, PERSONL INJURY, OR DMGE TO PROPERTY RISING OUT OF OR IN ONNETION WITH THE PERFORMNE OF THE WORK. G-. IT IS THE OWNER'S RESPONSIBILITY TO POST LIVE LODS PER SETION 03.3 OF THE GOVERNING ODE. G-0. SETIONS, DETILS, ND NOTES SHOWN ON THE DRWINGS RE INTENDED TO BE ND SHLL PPLY TO SIMILR ONDITIONS ELSEWHERE, UNLESS OTHERWISE SHOWN. NET LLOWBLE SOIL BERING PRESSURE = 3000 PSF PER GEOTEHNIL REPORT. F-. F-. F-3. F-. F-. F-. F-. F-8. F-. LL OLUMN S RE TO BE ENTERED UNDER OLUMN ENTERLINES, UNLESS NOTED OR DETILED OTHERWISE. THE FOUNDTION ONTROR SHLL FULLY REVIEW UNDER-GROUND PLUMBING DRWINGS ND SHLL OORDINTE WITH THE UNDER-GROUND PLUMBING ONTROR TO DEPRESS S ND PROVIDE PIPE SLEEVES THROUGH FOUNDTION S S NEESSRY TO OMMODTE PLUMBING LINES OR TRPS WHIH PENETRTE ONRETE S OR FOUNDTIONS. PROVIDE PV SLEEVES THROUGH FOUNDTION S/S FOR PIPE, ONDUIT, ND BLE PENETRTIONS, INLUDING ELETRIL GROUNDING SYSTEM BLES. SEE PPROPRITE DRWINGS FOR LOTIONS/SIZES. PLE SLEEVES IN LOTIONS TO VOID DISPLING REINFORING STEEL. SUBGRDES SHLL BE LEN ND FREE OF DEBRIS, STNDING WTER, ND LOOSE SOIL. OORDINTE WITH RHITETURL ND IVIL DRWINGS FOR MISELLNEOUS FOUNDTIONS NOT SHOWN ON STRUTURL DRWINGS. ONTROL JOINTS IN THE ST-IN-PLE ONRETE FOUNDTION S SHLL BE PLED T SPING NOT TO EEED 0' O.. OR S LOTED PER DRWINGS ND SHOULD LIGN WITH MSONRY ONTROL JOINTS WHERE PPLIBLE. SEE DETIL SHEETS FOR ONTROL JOINT DETILS. PROVIDE VERTIL "V" GROOVE T LL ONSTRUTION ND ONTROL JOINTS. ONTROR SHLL SUBMIT PLNS OF JOINT LOTIONS FOR PPROVL. SEE SLB-ON-GRDE DETILS FOR SLB ND SUB-BSE REQUIREMENTS. THESE WILL BE THROUGHOUT UNLESS NOTED OTHERWISE. LEN ONRETE MUD SLB TO 3" THIK SHLL BE USED IN THE EVTION IF THE BOTTOM OF THE EVTION TENDS TO BEOME MUDDY ND SOFT DUE TO ONSTRUTION IVITY. LEN ONRETE SHLL HVE MINIMUM 8 DY OMPRESSIVE STRENGTH OF 000 PSI. OORDINTE GROUNDING REQUIREMENTS FOR FOUNDTION/ REINFORING STEEL WITH ELETRIL DRWINGS. OORDINTE INSTLLTION OF GROUNDING WIRES/EQUIPMENT WITH ELETRIL ONTROR PRIOR TO STING ONRETE. MTERIL PROPERTIES (U.N.O.) OMPRESSIVE STRENGTH - F'c = KSI ONRETE REINFOREMENT - Fy = 0 KSI ( GR 0) R-. R-. R-3. R-. PROVIDE ONE () HOOKED REINFORING BR IN ONRETE TO SERVE S ONRETE ENSED ELETRODE IN ORDNE WITH THE NTIONL ELETRI ODE. OORDINTE WITH ELETRIL ONTROR FOR E LOTION. HOOKED REINFORING BR SHLL ONFORM TO THE FOLLOWING:. UNOTED, LOW-LLOY STEEL, ONFORMING TO STM 0. B. BR SIZE NUMBER.. HOOKED T ONE END ONLY. D. MINIMUM HORIZONTL LENGTH OF REINFORING BR ENSED IN SHLL BE 0-0. E. MINIMUM VERTIL PROJETION OF REINFORING BR HOOK BOVE SHLL BE -8. F. MINIMUM OVER LL ROUND REINFORING BR SHLL BE. LL BR LPS SHLL ONFORM TO I 38 LSS "B" SPLIE RITERI. USE TOP BR LP LENGTHS FOR TOP BRS IN SLBS ND BEMS OVER " DEEP. MINIMUM BR LPS S FOLLOWS U.N.O.: #3: '-" #: '-" #: '-0" #: '-" #: '- #8: '- #: '-" #0: '- #: '-0" FOR EPOY OTED BRS, PROVIDE. TIMES THE INDITED LP LENGTH. FOR TOP BRS PROVIDE.3 TIMES THE INDITED LP LENGTH. LP LENGTH SHLL BE SPEIFILLY NOTED ON SHOP DRWINGS WHERE MORE THN ONE BR MKES UP ONTINUOUS STRING. HORIZONTL BRS SHLL BE DETILED TO SHOW THE DISTNE FROM T LEST ONE END OF THE BR TO THE NEREST BUILDING GRID LINE OR. R-. REINFORING SHLL BE DETILED IN ORDNE WITH I 3. R-. R-. R-8. R-. LL REINFOREMENT BRS SHLL BE FBRITED IN ORDNE WITH THE LTEST RSI MNUL OF STNDRD PRIE ND SHLL BE LEN ND FREE OF GRESE ND SLING RUST. ONTINUOUS TOP ND BOTTOM BRS, WHEN SHOWN IN TRNSVERSE SETION ONLY, SHLL BE LPPED S FOLLOWS: TOP BRS NER MID-SPNS; BOTTOM BRS DIRETLY OVER SUPPORTS, U.N.O. HOOK HORIZONTL ND BEM REINFORING BRS T DISONTINUOUS ENDS, U.N.O. ETEND REINFOREMENT TO FR FE OF PIERS/PEDESTLS ND/OR OLUMNS U.N.O. PROVIDE HOT/OLD WETHER PROEDURES ND PROTETION IN ORDNE WITH I REOMMENDTIONS ND PROJET SPEIFITIONS. R-0. ONRETE REINFOREMENT PROTETION/LER OVER, U.N.O.: S: BOTTOM & SIDES 3" TOP S: ETERIOR EPOSURE INTERIOR EPOSURE " BEMS/OLUMNS: OVER TIES OR STIRRUPS / ELEVTED SLBS: " R-. PROVIDE DDITIONL # BRS T '-0" LONG 3" BELOW TOP OF SLB T TO LL REENTRNT ORNERS ND OPENINGS IN S ND S SHOWN. R-. LL ONRETE FOUNDTION S SHLL HVE MINIMUM OF () # BRS ONTINUOUS TOP ND BOTTOM, UNLESS NOTED OR DETILED OTHERWISE. R-3. ETEND LL PIER STEEL TO PROVIDE STD. HOOK UNDER REINFOREMENT, UNLESS NOTED OTHERWISE. R-. LL ONRETE DESIGN ND ONSTRUTION SHLL ONFORM WITH THE LOL BUILDING ODE REQUIREMENTS ND THOSE OF THE FOLLOWING STNDRDS (LTEST EDITION): "I 38, BUILDING ODE REQUIREMENTS FOR REINFORED ON." "I 3, DETILS ND DETILING OF ONRETE REINFOREMENT" "I 30, SPEIFITIONS FOR STRUTURL ONRETE FOR BLDGS." "I 30, REOMMENDED PRIE FOR ONRETE FORM WORK" R-. SEE SETION OF SPEIFITIONS FOR INFORMTION REGRDING ONRETE MI DESIGN, TESTING, MTERILS, ND DMITURES. R-. LUMINUM ONDUIT IS NOT PERMITTED TO BE EMBEDDED IN ONRETE. R-. REFER TO FLTWORK DRWINGS ND/OR SPEIFITIONS FOR SLB-ON-GRDE FINISH ES ND DEPRESSIONS REQUIRED FOR MTS, TILE, ND OTHER FINISH MTERILS. R-8. PROVIDE DOWELS TO MTH VERTIL REINFORING. WHERE REINFORING IS NOT INDITED, DOWEL TO FOUNDTION S WITH # REBR T " O.. BY 3'-0" LONG, WITH STNDRD HOOKS EMBEDDED MINIMUM OF INTO. R-. LL PIER S TO HVE DOWELS WITH STNDRD HOOKS OF SME SIZE ND QUNTITY S PIER STEEL. DOWELS TO LP PIER STEEL S REQUIRED FOR LSS "B" TENSION SPLIE. R-0. LL OPENINGS IN ONRETE FOUNDTION S RE TO HVE () # DIGONL BRS EH FE OF THE UNLESS OTHERWISE NOTED. BRS SHLL ETEND FEET BEYOND OPENING ON EH SIDE. R-. UNLESS NOTED OTHERWISE, THIKEN THE SLB-ON-GRDE BENETH INTERIOR MSONRY PRTITIONS 8 INHES BELOW BOTTOM OF SLB ON GRDE. THIKENED PORTION TO ETEND 8 INHES BEYOND THE FE OF THE ON EH SIDE. REINFORE THE THIKENED PORTION WITH (3) # ONTINUOUS LONGITUDINL REINFORING BRS ND # TRNSVERSE BRS T " O.., U.N.O. R-. PITH ONRETE TO FLOOR DRINS. OORDINTE WITH PLUMBING ND RHITETURL DRWINGS. R-3. UNLESS NOTED OTHERWISE, PROVIDE ONTROL OR ONSTRUTION JOINTS IN SLBS-ON-GRDE T FOOT MIMUM ENTERS EH DIRETION. ONTROR SHLL SUBMIT PLNS OF JOINT LOTIONS TO THE RHITET/ENGINEER FOR PPROVL PRIOR TO STING SLBS-ON GRDE. OORDINTE WITH RHITETURL DRWINGS ND FLOOR FINISHES SUH S TILE ND TERRZZO. EW-. EW-. EW-3. EW-. EW-. EW-. EW-. EW-8. SEE GEOTEHNIL REPORT ND SPEIFITIONS FOR DEFINITION OF MTERILS ND OMPION REQUIREMENTS. U.N.O., THE ONTROR SHLL RETIN N INDEPENDENT, QULIFIED GEOTEHNIL ENGINEERING FIRM/TESTING GENY TO IDENTIFY RES OF POOR SOILS, TO MONITOR PROPER SUBGRDE PREPRTIONS ND TO OVERSEE ND TEST THE PLEMENT OF OMPED FILL MTERIL. LL SUBTERRNEN STRUTURES, UTILITIES, PIPING, ET. IIN THE RE OF EVTIONS TO BE LOTED ND MRKED BY ONTROR PRIOR TO ERTH REMOVL WORK. ONTROR TO MINTIN MRKERS UNTIL EVTION IVITIES HVE ESED. IF UNDERGROUND UTILITY ONFLITS RE DISOVERED BEFORE OR ENOUNTERED DURING EVTION, NOTIFY THE RHITET/ENGINEER IMMEDITELY. BEFORE PLING S, FOUNDTIONS OR SLB-ON-GRDE, THE SUB-GRDE SHLL BE PREPRED ND INSPETED S REQUIRED BY THE SPEIFITIONS. REFERENE THE GEOTEHNIL REPORT INLUDED IN PROJET MNUL FOR REQUIREMENTS FOR EVTION ND ONTROL OF GROUND WTER DURING ONSTRUTION. EISTING SOILS MY EPERIENE LOSS OF STRENGTH IF SURFE WTER IS LLOWED TO UMULTE IN THE EVTIONS; DO NOT LLOW SURFE WTER TO UMULTE IN THE BOTTOM OF EVTIONS. WHERE STRUTURES DERIVE SUPPORT FROM FILL-SUPPORTED FOUNDTIONS ND T SLB-ON-GRDE, FILL SHLL BE OMPED TO % OF MODIFIED PROTOR MIMUM DRY DENSITY U.N.O. NO FILL SHLL BE PLED OVER FROZEN, MUDDY, OR OTHER DELETERIOUS MTERIL. NO FILL SHLL BE PLED OVER PREVIOUS LIFT THT HS NOT BEEN DEQUTELY OMPED PER SPEIFITIONS. BKFILL GINST FOUNDTION S SHLL BE PLED EVENLY ON LL SIDES IN ORDER TO HIEVE GENERLLY BLNED LODINGS. BBREVITIONS B.O. = BOTTOM OF BP# = BSE PLTE E BRG = BERING TO = ENTER TO ENTER = ONSTRUTION ONTROL JOINT = ONTROL JOINT LSM = ONTROLLED LOW STRENGTH MTERIL ("FLOWBLE FILL") ONT = ONTINUOUS DBLT = DOUBLE-TEE DI = DIMETER DTB = DOUBLE-TEE BERING EF = EH FE EL = ELEVTION EW = EH WY F# = SPRED E FDTN = FOUNDTION FV = FIELD VERIFY GLV = GLVNIZED HP = HIGH PERFORMNE OTING JB = JOIST BERING LLH = LONG LEG HORIZONTL LLV = LONG LEG VERTIL MBS = METL BUILDING SUPPLIER NI = NOT IN ONTR NTS = NOT TO SLE O = ON ENTER P# = PIER E PB = PREST BERING (ELEVTION) PRST = PREST Rxn = REION SF# = STRIP E SIM = SIMILR SST = STINLESS STEEL STL = STEEL T.O. = TOP OF TBD = TO BE DETERMINED TO = TOP OF ONRETE TOF = TOP OF TOL = TOP OF LEDGE TOP = TOS = TOP OF STEEL TOW = TOP OF TP = TOP OF PREST = TOP OF SLB = UNO = UNLESS NOTED OTHERWISE WWF = WELDED WIRE FBRI/REINFOREMENT FOUNDTION PLN F GENERL SYMBOLS SLB # S-0 P SW# S-0 # TOF '-0" TOW 00'-0" SF FRMING PLN #.### L# Wx3 k (0.) (000'-0") [] FW08 KEYED NOTE STRUTURL E ELEVTION DEK SPN STRUTURL SLB E STRUTURL ELEVTION DETIL OR SETION LINTEL DESIGNTION MSONRY (MU) ON ONRETE ONRETE ONRETE FOUNDTION ON ONRETE TOP OF ELEVTION TOP OF ELEVTION STEP STRIP DESIGNTION DENOTES DEPRESSION FOR /DOOR OPENING (- U.N.O.) INDITES PIER MRK INDITES PIER INDITES OLUMN INDITES ONRETE INDITES SPRED MRK INDITES NEW GRID DESIGNTION (HEGON SHPE T EISTING GRID) INDITES BEM FRMING OVER HOLLOW STRUTURL SETION (HSS) OLUMN INDITES BEM FRMING OVER WIDE FLNGE (WF) OLUMN INDITES BRING ONNETED TO BEM (BELOW FRMING MEMBER) INDITES BEM FRMING INTO SIDE OF OLUMN INDITES MOMENT ONNETION INDITES REQUIRED UPWRD MBER IN BEM (INHES) INDITES BEM SIZE FOUNDTION DESIGNTION INDITES KNEE BRING ONNETED TO BEM (BELOW FRMING MEMBER) INDITES TOP OF STEEL ELEVTION INDITES NUMBER OF 3/" x " SHER STUDS FULLY WELDED TO TOP OF BEM PER /-SPN INDITES ONNETION DESIGNED BY FBRITOR TO DELIVER k VERTIL LOD TO ENTERLINE OF OLUMN OR ONNETION MEMBER INDITES BEM SHER SPLIE INDITES BEM FRMING INTO SIDE OF BEM INDITES BEM FRMING OVER BEM opyright 0 0 Watts Road Madison, WI 3 phone: NGB PN.: W0FYQ-0-D-000-E0 REHB + DDITION TO JOLIET FMS 008 S W JEFFERSON STREET 03// E B-3 FINL // STRUTURL NOTES

2 STRUTURL TESTING ND INSPETION TI-.IT IS THE ONTROR'S RESPONSIBILITY TO INSPET LL STRUTURL WORK FOR ONFORMNE WITH THE ONTR DOUMENTS. NY STRUTURL INSPETION PROVIDED BY OTHERS DOES NOT RELIEVE THE ONTROR OF THIS RESPONSIBILITY. NY STRUTURL DEVITIONS FROM THE ONTR DOUMENTS THT RE FOUND T LTER DTE ND RE DELRED TO BE SIGNIFINT BY THE STRUTURL ENGINEER SHLL BE ORRETED BY THE ONTROR WITHOUT OST OR NY DELY TO THE PROJET SHEDULE. TI-.THE ONTROR SHLL RETIN N INDEPENDENT TESTING GENY TO PROVIDE FIELD ND LB TESTING OF ONSTRUTION MTERILS ND TO PROVIDE ONSTRUTION INSPETIONS. THE ONSTRUTION INSPETION SHLL BE DONE BY QULIFIED INSPETORS THT RE STISFORY TO THE RHITET ND ENGINEER. TI-3.THE ONTROR SHLL PROVIDE THE TESTING ND INSPETING GENY ESS TO LL PLES WHERE THE WORK IS BEING PERFORMED. MINIMUM OF HOURS NOTIFITION SHLL BE GIVEN TO THE TESTING GENY ND RHITET/ENGINEER PRIOR TO THE OMMENEMENT OF WORK REQUIRING TESTING OR INSPETION. TI-.THE TESTING GENY IS NOT UTHORIZED TO DIRET OR PPROVE NY HNGES FROM THE ONTR DOUMENTS. IF THE ONTROR WISHES TO QUESTION THE TESTING GENY'S INTERPRETTION OF THE ONTR DOUMENTS, HE MY DO SO DIRETLY WITH THE RHITET OR STRUTURL ENGINEER. TI-.THE TESTING GENY IS NOT UTHORIZED TO STOP OR DELY THE WORK. IF THE ONTROR ELETS TO ONTINUE WITH ERTIN PORTION OF WORK FTER BEING NOTIFIED BY THE TESTING GENY THT SUH WORK IS NOT IN ORDNE WITH THE ONSTRUTION DOUMENTS, THE ONTROR DOES SO T THEIR OWN RISK ND MY BE REQUIRED TO ORRET THE WORK T LTER DTE. TI-.THE TESTING ND INSPETING GENY IS NOT INSPETING FOR O.S.H.. OMPLINE OR REQUIRED TO INSPET TEMPORRY ONSTRUTION, SUH S TEMPORRY BRING. TEMPORRY ONSTRUTION IS THE ONTROR'S SOLE RESPONSIBILITY. TI-8.TESTING ND INSPETION IS NOT REQUIRED FOR WORK PERFORMED T N OFF-SITE FBRITION SHOP, UNLESS SPEIFILLY NOTED OR SPEIFIED OTHERWISE. TI-.THE PROJET SPEIFITIONS LY INDITE THE FREQUENY OF ONSTRUTION TESTING ND INSPETIONS. WHERE THE FREQUENY IS NOT INDITED, THE TESTING GENY SHLL SUBMIT PROPOSL OF INSPETION INTERVLS TO THE RHITET/ENGINEER. TI-0. THE TESTING ND INSPETING GENY SHLL ISSUE ONGOING REPORTS OF INSPETIONS ND TESTS TO THE ONTROR, ENGINEER, ND RHITET OF REORD. LL DISREPNIES SHLL BE BROUGHT TO THE IMMEDITE TTENTION OF THE ONTROR FOR ORRETION, THEN IF UNORRETED, TO THE ENGINEER ND RHITET OF REORD. TI-. INSPETION GENY SHLL INSPET FOR ONFORMNE TO SPEIFIED REQUIREMENTS FOR PROTETING NEW ONRETE ND MSONRY FROM THE DVERSE EFFETS OF WETHER, HETING EQUIPMENT ND OTHER POTENTILLY HRMFUL ONDITIONS. TI-. ONSTRUTION TESTING ND INSPETION BY THE TESTING ND INSPETING GENY IS REQUIRED S FOLLOWS:. ONRETE TESTING PER THE SPEIFITIONS. B. ONRETE INSPETION SHLL INLUDE THE PLEMENT OF REINFOREMENT. REINFORING BR SIZES, SPING, TIES, LPS, ND OVER.. MSONRY TESTING PER THE SPEIFITIONS. D. MSONRY INSPETION SHLL INLUDE THE PLEMENT OF REINFOREMENT. REINFORING BR SIZES, SPING, ND LPS. E. INSPETION OF FIELD WELDED MOMENT ONNETIONS SHLL INLUDE VISUL ND/OR ULTRSONI TESTING, T THE TESTING GENY'S OPTION. LL OTHER FIELD WELDED ONNETIONS SHLL BE VISULLY INSPETED T MINIMUM. THE WELDER'S ERTIFITION SHLL LSO BE VERIFIED. F. FIELD BOLTING INSPETIONS SHLL INLUDE VISUL INSPETION OF LL THE ONNETIONS RELTED TO STRUTURL STEEL. THE SIZE, E, ND QUNTITY OF BOLTS ND THEIR INSTLLTION SHLL BE INSPETED. WHERE SLIP-RITIL OR PRE-TENSIONED BOLTS RE SPEIFIED, PRE-TENSIONING OF BOLTS SHLL BE VERIFIED BY TESTING. METL BUILDING MB-. STRUTURL REQUIREMENTS FOR THE METL BUILDING RE SHOWN ON THE S SHEETS ND ELSEWHERE. IT IS THE ONTROR'S RESPONSIBILITY TO OORDINTE ND INLUDE LL REQUIREMENTS ON THE ENTIRE PROJET. SEE 8/-0 FOR LOW ROOF SUPPORT ONEPT. SEE, /-30 FOR RNE BRKET. SEE /-30 FOR FRME LERNE T HUNH. MB-. THIS IS RNE BUILDING. SEE SPEIFITION 33 FOR RNE DT INFORMTION. MB-3. ON LOW ROOF, ROOF DEK WILL BE FSTENED TO TOP FLNGE OF PURLINS S DESRIBED UNDER METL DEK NOTES. THIS WILL PROVIDE FULL LTERL BRING TO THE TOP FLNGE OF THE PURLINS ON THE LOW ROOF. MB-. SEE RHITETURL FOR FRME LERNES ND RNE BRKET PLEMENT. MB-. THE LOW ROOF IS DIPHRGM NTILEVERED FROM THE HIGHER NEW BUILDING. DESIGN BY METL BUILDING MNUFURER. DO NOT PUT ROD BRING NER LINE. MB-. DESIGN ROD BRING ONNETIONS SO THT BRING HRDWRE IS BOVE ONRETE FLOOR. METL DEK MTERIL PROPERTIES (U.N.0) ROOF DEK:.B0, GLVNIZED, Fy = 33 KSI MD-. FSTEN ROOF DEK TO PURLINS WITH # SREWS IN 3/3 PTTERN ND () #0 SREWS IN SIDELP. MD-. U.N.O., LL MISELLNEOUS OPENINGS IN METL ROOF DEK RE TO BE FRMED BY x3x3/ NGLES. LONG LEG OF NGLES SHLL BE VERTIL. NGLES SHLL BE WELDED TO THE TOP HORD/FLNGE OF ROOF FRMING ND EH OTHER. MD-3. U.N.O., METL DEKING SHLL BE ONTINUOUS OVER 3 SPNS ND HVE JOINTS OVER SUPPORTING MEMBERS. MD-. ONTROR IS RESPONSIBLE FOR PROVIDING POUR STOPS T EDGES OF METL DEK PER SDI POUR STOP SELETION TBLE/REOMMENDTIONS OR BENT PLTE POUR STOPS S REQUIRED TO FORM THE SLB EDGE. MD-. MIMUM PURLIN SPING EQULS '-0". PURLIN DESIGN BY METL BUILDING SUPPLIER. SHOP DRWINGS SD-. SHOP DRWINGS SHLL BE SUBMITTED FOR STRUTURL ITEMS S REQUIRED BY THE SPEIFITIONS. ONSTRUTION DOUMENTS SHLL NOT BE REPRODUED FOR USE S SHOP DRWINGS. SD-. THE GENERL ONTROR SHLL REVIEW LL SHOP DRWINGS ND PRODUT DT FOR ONFORMNE WITH THE ONSTRUTION DOUMENTS PRIOR TO. REVIEWED S SHLL BE STMPED BY THE ONTROR. NY SHOP DRWING OR PRODUT DT NOT REVIEWED ND STMPED BY THE GENERL ONTROR WILL BE REJETED. GENERL ONTROR SHLL LOUD OR FLG LL ITEMS NOT IN ORDNE WITH THE ONTR DOUMENTS ND SHLL VERIFY LL DIMENSIONS. SD-3. NY HNGES, SUBSTITUTIONS OR DEVITIONS FROM THE ORIGINL ONTR DRWINGS SHLL BE LOUDED BY THE MNUFURER OR FBRITOR. NY HNGES, SUBSTITUTIONS, OR DEVITIONS WHIH RE LOUDED OR FLGGED BY SUBMITTING PRTIES SHLL NOT BE ONSIDERED PPROVED FTER THE ENGINEER'S REVIEW, UNLESS SPEIFILLY NOTED ORDINGLY BY THE ENGINEER. SD-. THE PPROVED SHOP DRWINGS DO NOT REPLE THE ORIGINL ONTR DRWINGS. ITEMS OMITTED OR SHOWN INORRETLY RE NOT TO BE ONSIDERED HNGES TO THE ORIGINL ONTR DRWINGS. IT IS THE ONTROR'S RESPONSIBILITY TO ENSURE THT ITEMS OMITTED OR SHOWN INORRETLY RE ONSTRUTED IN ORDNE WITH THE ONTR DRWINGS. SD-. SHOP DRWING REVIEW IS INTENDED ONLY FOR GENERL ONFORMNE TO THE DESIGN ONEPT ND ONSTRUTION DOUMENTS. SD-. SHOP DRWINGS WILL BE RETURNED FOR RE IF MJOR ERRORS RE FOUND DURING REVIEW. SD-. LLOW MINIMUM OF (0) WORKING DYS FOR REVIEW OF SHOP DRWINGS BY THE STRUTURL ENGINEER. 0 Watts Road Madison, WI 3 phone: opyright 0 REHB + DDITION TO JOLIET FMS 00 W JEFFERSON STREET 03// E B-3 FINL 3//0 :: PM :\Revit Local\ S-entral_8mjb.rvt NGB PN.: W0FYQ-0-D-000-E // STRUTURL NOTES S-00

3 00' - " ' - 38' - " ' - " ' - " 0' - 0" ' - " ' - ' - 0" ' - 0" ' - " ' - S- 3 3 F F P P P8 P8 83' - 0" ' - " ' - ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - ' - 0" ' ' - " ' - " S- 3.0 OF () 3.0. S-0 S-0 P F3. TOW T DOOR TOW 3.03 F3 P ' - 0" ' - 0" S-0 3' - " ' - " S P8 F3 P ' - 0" 3.0 ' - 0" ' - " F F3 P P8 P. TOW T DOOR TOW 3.0 S-0 S-0 P F 3.0 S- 3.0 OF () ' - " ' - 0" ' - " 0' - 0" ' - " ' - ' - ' - ' - 00' - " FOUNDTION PLN GENERL NOTES. SITE DTUM OF FINISHED FIRST FLOOR INDITED ON IVIL SITE PLN = ELEVTION 00'-0" ON STRUTURL DRWINGS.. FIELD VERIFY LL DIMENSIONS, BRING NY DISREPNIES TO THE TTENTION OF THE RHITET/ENGINEER FOR FINL DEISION. 3. NOT USED.. REFER TO SHEET S-00 FOR STRUTURL LEGENDS, BBREVITIONS, ND SYMBOLOGY.. REFER TO SHEETS S-0 ND S-0 FOR DETILS NOT REFERENED ON THIS SHEET.. TOP OF ELEVTION = '-" UNLESS NOTED OTHERWISE.. REFER TO DETILS OF SHEET S-0 FOR ELEVTIONS. 8. TOP OF FOUNDTION ELEVTION = 00'- UNLESS NOTED OTHERWISE.. STRIP S SHLL BE ENTERED UNDER FOUNDTION/MSONRY S UNLESS NOTED OTHERWISE. 0. PIER SIZES RE MINIMUM REQUIRED FOR FOUNDTION STRENGTH. PIERS MUST BE T LEST INHES LRGER THN METL BUILDING BSE PLTES. IF NEESSRY, INRESE PIER SIZES TO OMODTE METL BUILDING BSE PLTES.. SEE RHITETURL FOR DDITIONL LINTELS, FRMING ND METL DEK. KEYED NOTES 3.0 EISTING FOUNDTION TO REMIN PROVIDE () LYERS OF BUILDING FELT BETWEEN NEW ND EISTING FOUNDTIONS. 3.0 NEW FOUNDTION T EISTING, SEE DETIL /S BOLLRD, SEE RHITETURL. 0 Watts Road Madison, WI 3 phone: opyright 0 REHB + DDITION TO JOLIET FMS 00 W JEFFERSON STREET 03// E B-3 FINL 3//0 :0:0 PM :\Revit Local\ S-entral_8mjb.rvt ONRETE SPRED SHEDULE SIZE BOTTOM REINFOREMENT TOP REINFOREMENT MRK LENGTH THIKNESS LONGITUDINL TRNSVERSE LONGITUDINL TRNSVERSE REMRKS F3 3' - 0" 3' - 0" ' - 0" # T " O.. # T " O.. # T " O.. # T " O.. F3 3' - 0" ' - 0" ' - 0" # T " O.. # T " O.. # T " O.. # T " O.. F ' - 0" ' - 0" ' - " () # () # () # () # 8' - 0" 8' - 0" ' - " (8) # (8) # (8) # (8) # ONRETE SPRED SHEDULE GENERL NOTES. SEE NOTE SHEET S-00 FOR BERING SOILS PREPRTION REQUIREMENTS.. EMBED DOWELS INTO, 3" LER OVER FROM BOTTOM OF. ONRETE SPRED SHEDULE REMRKS. BOTTOM OF TO MTH BOTTOM OF EISTING. P8 ' - 0" 0' - 0" 3' - 0" 0' - 0" ' - 0" D NORTH P8 S-0 / = '-0" 0' - 3" 3' - " P8 ' - 0" ' - 0" B 3' - " FOUNDTION PLN - OVERLL P8 ONRETE STRIP SHEDULE SIZE TOP REINFOREMENT BOTTOM REINFOREMENT MRK HEIGHT "H" LONG. TRNS. LONG. TRNS. REMRKS SF. ' - " ' - " () # ' - 0" ' - 0" () #. ' - ' - 0" () # ONRETE STRIP SHEDULE NOTES. SEE NOTE SHEET S-00 FOR BERING SOILS PREPRTION REQUIREMENTS.. SEE /S-0 FOR INTERSETION REINFORING. 3. EMBED DOWELS INTO, 3" LER OVER FROM BOTTOM OF.. EEPT WHERE SPEIFILLY NOTED, E "" DOWELS SHLL BE TIED IN PLE PRIOR TO ONRETE PLEMENT. 0 8 NGB PN.: W0FYQ-0-D-000-E // FOUNDTION PLN S-0

4 FLTWORK PLN GENERL NOTES 83' - 0" ' - 0" ' - " ' SITE DTUM OF FINISHED FIRST FLOOR INDITED ON IVIL SITE PLN = ELEVTION 00'-0" ON STRUTURL DRWINGS.. FIELD VERIFY LL DIMENSIONS, BRING NY DISREPNIES TO THE TTENTION OF THE RHITET/ENGINEER FOR FINL DEISION. 3. NOT USED.. REFER TO SHEET S-00 FOR STRUTURL LEGENDS, BBREVITIONS, ND SYMBOLOGY.. REFER TO SHEET S- FOR DETILS NOT REFERENED ON THIS SHEET. 0 Watts Road Madison, WI 3 phone: REFER TO DETIL /S- FOR STRUTURL SLB ES. 3//0 :0:3 PM :\Revit Local\ S-entral_8mjb.rvt 00' - " ' - 38' - " ' - " ' - ' - ' - 3' - ' - 3' - 0" 3' - 0" ' - " ' - 0" 3 3 0' - 0" ' - " S- D 0' - 0' - ' - " ' - " 0' - 0' - SLB08 SLB0 B 0' - 0" 0' - 0" 3.0 OF () 3.0 ' - 0" S- S- 00' - 0" 00' - 0" 00' - 0" FD RIM S- 00' - 0" SLB0 0' - 0' - ' - " ' - " 0' - 0' - ' - 0" 00' - 0" FD RIM 00' - 0" 00' - 0" 00' - 0" ' - 0" 0' - 0" 3' - 0" 0' - 0" ' - 0" NORTH S S- 3 S- S- 3.0 S- 0 S- ' - 0" S OF () FLTWORK PLN - OVERLL / = '-0" ' - 0" 3' - ' - 3' - 0" 3' - 0" ' - " 0' - 0" ' - " ' - ' - ' - ' - 00' - ". FLOOR FINISH : ROOMS 0, 0, 0 FLOT, TROWEL ND SEL. ROOMS 0, 0 08 FLOT ND FINISH PER FLOORING MNUFURER'S REOMMENDTIONS. 8. () DSHED LINES INDITE () DDITIONL # BRS ('-0" LONG) DIGONL " FROM ORNER IN SLB, LER FROM TOP OF SLB.. SEE RHITETURL FOR DDITIONL LINTELS, FRMING ND METL DEK. KEYED NOTES 3.0 BOLLRD, SEE RHITETURL. 3.0 PROVIDE () LYERS OF BUILDING PPER BETWEEN ONRETE STOOP ND OH DOOR PRON. 3.0 REMOVE EISTING ONRETE FLOOR IN THIS ROOM. REPLE WITH SLB E SLB0, SEE DETIL /S HIRPIN IN SLB, SEE DETIL /S SLB-ON-GRDE ONRETE EQUIPMENT PD (SEE DETIL /S-). OORDINTE E SIZE ND LOTION WITH MEHNIL EQUIPMENT ONTROR. 3.0 PTH WITH SLB E SLB0. DOWEL PTH TO SURROUNDING ONRETE WITH # T LL ROUND, ENTERED IN SLB THIKNESS. opyright 0 NGB PN.: W0FYQ-0-D-000-E0 REHB + DDITION TO JOLIET FMS 008 S- 00 W JEFFERSON STREET 03// E B-3 FINL // FLTWORK PLN

5 L ONSTRUTION JOINT L ONSTRUTION JOINT 0'-0" M. SPING LSS "B" LP 0'-0" M. SPING REINFORING ONTINUOUS THROUGH JOINTS, 3" ' - 0" MIN ST IRON PIPE SLEEVE. VERIFY OPENING ND LOTION OF OPENING ND PIPE SLEEVE WITH TRDE OR SUB- ONTROR.. SEE FOUNDTION PLNS FOR VERTIL ND HORIZONTL REINFORING. DIGONL BRS: () # BRS, EH FE 0'-0" M. SPING LSS "B" LP 0'-0" M. SPING NOTE: SIMILR T S WHERE REINFOREMENT IS PLED EH FE. REINFORING ONTINUOUS THROUGH JOINTS NT STRIP (EH SIDE) (SEE FLTWORK PLN) EQ EQ 00' - 00' - 0" / RIGID INSULTION WITH SELNT T SURFE ONRETE WITH # BRS T O.. EH WY, ENTERED DOWEL, MTH STEEL SIZE ND SPING (SEE FNDN PLN) 0 Watts Road Madison, WI 3 phone: ONSTRUTION JOINT " = '-0" 8 FOUNDTION PENETRTION / = '-0" FOUNDTION ONSTRUTION JOINT " = '-0" FOUNDTION 3/" = '-0" opyright 0 LSS B LP BENT BR T ORNERS SHLL MTH REINFORING ONTINUOUS STRIP REINFORING, SEE SHEDULE, PROVIDE STNDRD HOOK T BR ENDS S SHOWN LSS B LP INTERSETIONS / = '-0" LSS B LP RETNGULR OPENING IN ST IN PLE ONRETE B 3" M 3" M IRULR OPENING IN ST IN PLE ONRETE () # BRS x '-0" LONG EH FE, () # BRS EH FE,. PPLIES TO LL OPENINGS WHERE '' OR 'B' IS GRETER THN OR EQUL TO ST IN PLE ONRETE THIKNESS.. VERIFY SIZE ND LOTION OF OPENINGS WITH TRDE OR SUB- ONTROR REQUIRING OPENINGS. () # BRS x '-0" LONG EH FE, () # BRS EH FE,. PPLIES TO LL HOLES WHERE DIMETER IS GRETER THN OR EQUL TO ST IN PLE ONRETE THIKNESS.. VERIFY SIZE ND LOTION OF OPENINGS WITH TRDE OR SUB- ONTROR REQUIRING OPENINGS. 3. '-0" MIMUM OPENING UNLESS NOTED OTHERWISE. ONRETE PENETRTION REINFOREMENT /" = '-0" ' - 0" BR LP 0'-0" M. SPING ' - 0" BR LP ORNER BRS TO MTH REINFORING OPTIONL ONSTRUTION JOINT HORIZONTL REINFORING L ONTROL JOINT FOUNDTION ONTROL JOINT " = '-0" 0'-0" M. SPING REINFOREMENT EH FE NOTE: SIMILR T S WHERE REINFOREMENT IS PLED EH FE. NOTE: WHEN MSONRY IS BOVE LIGN MSONRY ND ONRETE ONTROL JOINTS. REINFORING ONTINUOUS THROUGH JOINTS NT STRIP (EH SIDE) ' - 0" BR LP S- EQ ' - " EQ S- ' - 0" " FOUNDTION BEYOND BEYOND 00' - 00' - 0" " ONRETE WITH () # BRS TOP ND BOTTOM # DOWEL T O.. (SEE FNDN PLN) FOUNDTION T PRON 3/" = '-0" FOUNDTION BEYOND BEYOND 00' - 00' - 0" ONRETE WITH () # BRS TOP ND BOTTOM # DOWEL T O.. (SEE FNDN PLN) REHB + DDITION TO JOLIET FMS 00 W JEFFERSON STREET 03// E B-3 FINL ' - 0" BR LP ' - 0" BR LP 3 FOUNDTION T STOOP 3/" = '-0" NEW FOUNDTION 3//0 :0: PM :\Revit Local\ S-entral_8mjb.rvt 0 ENGINEERED FILL (SETION 300) GRDE PREPRED SUB-GRDE (SETION 300) BKFILL REQUIREMENTS T ETERIOR FOUNDTION / = '-0" ' - 0" BR LP ORNER BRS TO MTH REINFORING OPTIONL ONSTRUTION JOINT HORIZONTL REINFORING REINFOREMENT ENTERED. VERTIL REINFORING NOT SHOWN FOR LRITY.. FOUNDTION LEDGE NOT SHOWN FOR LRITY. 3. = FOUNDTION. FOUNDTION INTERSETIONS " = '-0" T.O. EISTING 00' - 0" NEW MU INFILL T.O. NEW 00' - () LYERS BUILDING PPER EISTING FOUNDTION LIGN NEW TO EISTING FOUNDTION ONNETION 3/" = '-0" T.O. EISTING ' - " (VERIFY) () # BRS x " LONG. DRILL ND GROUT INTO EISTING ( EMBED) NGB PN.: W0FYQ-0-D-000-E // FOUNDTION DETILS S-0

6 ONRETE PIER SHEDULE TIES MRK SIZE VERTIL REINFOREMENT E # ND SPING REMRKS P " x " () # D (3) # P " x " () # D (3) # P8 x " () # D (3) # ONRETE PIER SHEDULE GENERL NOTES. SEE PIER DETILS ON S-0 FOR ELEVTIONS.. REFERENE TIE DETILS FOR ROSS-TIE REQUIREMENTS. 3. WHEN PIERS RE INTEGRL WITH S, PIER DIMENSIONS RE INDITED FOR THE PURPOSE OF DIMENSIONING PIER TIES, SETTING VERTIL REINFORING, DEFINING ETENT OF REESS OR PROJETION FROM TOP OF. ENTER PIER REINFORING GE BELOW OLUMN ND ORIENT LONG DIMENSION OF PIER WITH IS OF UNLESS NOTED OR DETILED OTHERWISE. ONTINUE REINFORING THROUGH PIERS WITH LPS S REQUIRED.. E - ONRETE PIER SHEDULE REMRKS TIE DETILS E - B E - OLUMN + OLUMN OLUMN + OLUMN / THIK BSE PLTE HSS OLUMN () / HSS OLUMN BSE PLTE / = '-0" OLUMN + / () BOLT HOLES, HOLE DIMETER = NHOR BOLT DI. + /" (SEE OLUMN SHEDULE) ' - " 8 / 8 / / ' - " 8 / 8 / 3/" = '-0" EISTING FOUNDTION T.O. EISTING 00' - 0" (VERIFY) ' - " STEEL OLUMN PER MBS HSS M BSE PLTE DESIGN OMPLETE BY MED & HUNT (SEE DETIL /S-0) PIER P (SEE PIER SHEDULE) ' - " 8 / 8 / / 8 / ' - 0" " 3/" = '-0" T.O. EISTING 00' - 0" (VERIFY) EISTING FOUNDTION MU INFILL (SEE DETIL /S-0) ' - " 00' - STEEL OLUMN PER MBS. HSS M BSE PLTE DESIGN OMPLETE BY MED & HUNT (SEE DETIL 0/S-0) FOUNDTION FW08 (SEE DETIL /S-0) 0 Watts Road Madison, WI 3 phone: opyright 0 " OLUMN / / THIK BSE PLTE ' - " ' - 0" E - D E - E E - F OLUMN + / 3" ' - OLUMN 0 LER / HSS OLUMN () / HSS OLUMN BSE PLTE / = '-0" PIER SETION 3/" = '-0" () BOLT HOLES, HOLE DIMETER = NHOR BOLT DI. + /" (SEE OLUMN SHEDULE) OLUMN ND BSE PLTE BY METL BUILDING SUPPLIER 00' - 0" ' - " VERTIL REINFOREMENT WITH STNDRD HOOK (SEE SHEDULE) LOOP ONTINUOUS OVER TOP TIES (SEE SHEDULE) (BY METL BUILDING SUPPLIER) ' - 0" / ' - " 8 ROD DIMETER 3/" = '-0" (MINIMUM '-0" ) " PIER P8 (SEE PIER SHEDULE) METL BUILDING OLUMN WELDED PLTE WSHER WHERE REQUIRED, SEE SPE. (xx/" T 3/" NHORS, 3x3x/ T /" NHORS) OLUMN BSE PLTE (SEE OLUMN SHEDULE) /" LEVELING PLTE, REMOVE FTER LEVELING NUTS HVE BEEN SET GROUT BED LEVELING NUT BSE PLTE NHORGE / = '-0" NHOR RODS SHLL BE ( PER BSE PLTE) 3/" DI F GR MINIMUM. IF NEESSRY, INRESE SIZE REQUIRED BY METL BUILDING SUPPLIER. ' - 0" ' - ' - " ' - 0" ' - " " " DOOR OPENING 3 S-0 ' - 0" " 3/" = '-0" ' - 0" METL BUILDING OLUMN 00' - FOUNDTION FW08 (SEE DETIL /S-0) FOUNDTION FW08 (SEE DETIL /S-0) 00' - OLUMN ND BSE PLTE " " 3/" = '-0" HOLD JMB POST BK DEPTH OF IMP REHB + DDITION TO JOLIET FMS 00 W JEFFERSON STREET 03// E B-3 FINL SEOND SLB POUR 3//0 ::8 PM :\Revit Local\ S-entral_8mjb.rvt 00' - T.O. SLB 00' - 0" / BLOK-OUT OF IF NEESSRY ' - " / 0" 3" LER 3' - " ' - " RIGID FRME PIER SETION 3/" = '-0" HIRPIN (SEE DETIL /S-) SLB ON GRDE ONRETE PIER NHOR RODS (DESIGNED ND SUPPLIED BY METL BUILDING SUPPLIER) VERTIL REINFOREMENT WITH STNDRD HOOK (SEE SHEDULE) LOOP ONTINUOUS OVER TOP SPRED ' - 0" ' - " # BR T BLOK-OUT. ETEND MINIMUM PST BLOK-OUT. 8 3/" = '-0" PIER (SEE DETIL) METL BUILDING OLUMN 00' - FOUNDTION FW08 (SEE DETIL /S-0) / BLOK-OUT OF IF NEESSRY ' - 0" ' - " # BENT BR T BLOK-OUT. ETEND MINIMUM PST BLOK-OUT. 3/" = '-0" " ' - 0" METL BUILDING OLUMN 00' - FOUNDTION FW08 (SEE DETIL /S-0) / BLOK-OUT OF IF NEESSRY NGB PN.: W0FYQ-0-D-000-E // MJE FOUNDTION DETILS S-0

7 30 HIRPINS IN SLB / = '-0" 30 HIRPINS T ENDS # HIRPIN 8'-0" LONG EH LEG ENTERED IN SLB FOUNDTION HIRPINS T ORNERS ' - 8 / 8 / 8 / HSS OLUMNS LONG GRID EISTING / ISOLTION JOINT MTERIL FINL SLB POUR HSS OLUMN ETENT OF PIER BELOW ONTROL JOINTS SLB08 (SEE DETIL /S-) PROVIDE () LYERS OF BUILDING PPER BETWEEN SLB POURS TO PREVENT BOND /" /" WIDE JOINT ( BLDES). SW UT TO HOURS FTER ONRETE IS PLED. FILL WITH FLOOR ONTROL JOINT FILLER SLB0 (SEE DETIL /S-) JOINT T SLB08 TO SLB0 TRNSITION / = '-0" 3" " S REQ. E SLB0 WITH x - W.xW. WWF, T LER FROM TOP OF SLB FINE-GRDED GRNULR VPOR BRRIER (SETION ) ENGINEERED FILL PREPRED SUB-GRDE (SETION ) 0 Watts Road Madison, WI 3 phone: opyright 0 OVERHED DOOR (SEE RHITETURL) EISTING MU BEYOND / ISOLTION JOINT MTERIL NEW SLB SLB0 (SEE DETIL /S-) EISTING MU BEYOND EISTING " SLB / ISOLTION JOINT MTERIL NEW SLB SLB0 (SEE DETIL /S-) SLB0 SLB08 S- FINL SLB POUR / FOUNDTION BEYOND ONRETE PRON (SEE IVIL DRWINGS) 3" S REQ. WITH # BRS T " O.. EH WY, T LER FROM TOP OF SLB FINE-GRDED GRNULR ENGINEERED FILL 3 TD RIM EISTING FOUNDTION, REMOVE TOP " FOR NEW EISTING " SLB NEW SLB T EISTING BUILDING / = '-0" SEE FLTWORK PLN ' - TRENH DRIN (SEE PLUMBING) NEW SLB IN EISTING BUILDING / = '-0" EISTING ETERIOR MU BEYOND NEW SLB SLB0 (SEE DETIL /S-) DRILL ND GROUT (3) # BENT BRS INTO EISTING FOUNDTION FINL SLB POUR RIGID FRME LONG GRID / ISOLTION JOINT MTERIL ETENT OF PIER BELOW ONTROL JOINTS ONTROL JOINTS / ISOLTION JOINT MTERIL ETENT OF PIER BELOW FOUNDTION # DOWELS T O.. /" # DOWELS T O.. " RIGID INSULTION WITH SELNT T SURFE (LIGN WITH OVERHED DOOR) FOUNDTION PRON T OVERHED DOOR / = '-0" PSS DOOR (SEE RHITETURL) STOOP SLB (SEE DETIL /S-) / / '-0" " RIGID INSULTION WITH SELNT T SURFE, LIGN WITH PSS DOOR. E SLB08 STRUTURL SLB ES " = '-0" / SLB THIKNESS ( /" MINIMUM) EQUL ONSTRUTION JOINT L PREPRED SUB-GRDE (SETION ) /" WIDE JOINT ( BLDES). SW UT TO HOURS FTER ONRETE IS PLED. FILL WITH FLOOR ONTROL JOINT FILLER EQUL REHB + DDITION TO JOLIET FMS 00 W JEFFERSON STREET # BENT BRS T " O.. ' - 0" ' - 0" () # BRS ONTINUOUS THIKENED SLB T TRENH DRIN " = '-0" 0 REMOVE EISTING " SLB EISTING FOUNDTION NEW SLB IN EISTING BUILDING / = '-0" 8 ' - " ' - " RIGID FRME LONG GRID SLB JOINTS T ISOLTED OLUMN 3/" = '-0" SLB T PSS DOOR / = '-0" RIGID INSULTION, ETEND DOWN TO TOP OF BUILDING FOUNDTION # DOWEL (3'-0" LONG) T 3" O.. ENTERED ON JOINT (ENTERED IN SLB) ONSTRUTION JOINT () / = '-0" 03// E B-3 FINL 3//0 ::0 PM :\Revit Local\ S-entral_8mjb.rvt " " T.O. GRDE FIELD VERIFY LER ISOLTED EQUIPMENT PD # BENT BRS T O.. LL ROUND x LENGTH STEEL TROWEL ND SEL # BRS T O.. EH WY TOP & BTM VRIES TOOL EDGES / ISOLTION JOINT MTERIL WTIH / FLEIBLE JOINT SELNT DJENT SLB ND/OR SPHLT ISOLTED EQUIPMENT PDS " = '-0" /" EISTING " BR T " O.. ( LONG, " EMBED) " WITH x-w.0xw.0 WWF SLB SHLL REEIVE BROOM FINISH / / FOOT OMPED GRNULR FILL FROM BOTTOM OF SLB TO TOP OF ' - 0" EISTING BUILDING FOUNDTION ND NEW STOOP T EISTING 3/" = '-0" STOOP FOUNDTION WITH ONTINUOUS # BR TOP ND BOTTOM. # DOWELS T " O.., SF. (SEE SHEDULE) # DOWELS T " O.. T.O. STOOP ' - MTH BLDG S- 3/" = '-0" ' - 0" " " STOOP SETION " WITH x-w.0xw.0 WWF SLB SHLL REEIVE BROOM FINISH / / FOOT OMPED GRNULR FILL FROM BOTTOM OF SLB TO TOP OF FOUNDTION WITH # TOP ND BOTTOM ND # DOWELS T O.. (SEE STRIP SHEDULE) # DOWELS T " O.. T.O. STOOP ' - STOOP FOUNDTION WITH ONTINUOUS # BR TOP ND BOTTOM. # DOWELS T " O.. MTH BLDG SF. (SEE STRIP SHEDULE) 3 / SLB THIKNESS ( /" MINIMUM) / = '-0" ONTROL JOINT L / WIDE JOINT. SW UT TO HOURS FTER ONRETE IS PLED. FILL WITH FLOOR ONTROL JOINT FILLER ONTROL JOINT "" () NGB PN.: W0FYQ-0-D-000-E // FLTWORK DETILS S-