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HomeMy WebLinkAbout25-0629PROJECT TEAM RFOLA, INC.61426 STOfiCK ROADMASON, Wt 5485S ARCHrTECT: C&S DESIGN & E^Gf^EERING, INC.2023 6th STREET WESTASHLAND,WI S4805P: 715-632-0330 STRUCTURAL ENGINEER; C&S DESIGN & ENGINEER1HG, IMC,2023 6th STREET WEST ASHUWD.W] 54BW3P; 715-6S2-0330 CONSULTANT;N/A PLUMBING DESIGNER; BY OTHERS HVAC ENGINEER: BY OTHERS ELECTRtCAL ENGINEER: BY OTHERS SYMBOLS B 3;12 <H> (uo) SOOF SLOPE & DIRECTION WINDOW TAS DOOR TAG INTCfflOR ELEVAT10MTAG ELEVATION MARKER —B BUILDING ELEVATtON BUiLDtNQ SECTION u ~ DETAIL CAU.OUT PROJECT DATA PROJECT NAME: PROJECT ADDRESS; OWNER: PARCEL NUMBERS; NEW SHOP/OFFICE RITOtA, fNC, 04-020-2-47-05-10104-CW-12000 PARCEL IN NW 1/4 OF THE HW 1/4 AND TME SW1/4 OF THE NW V4 OF SECTION 11. T47N, R05W,TOWN OF E1LEEN, BAVRELD COUFm', WISCONSIN S.52ACftES OVER1ACRED1STURGED YES_ f>0_ ZONING DlSTRtCT: A.l - AGRICULTURAL GOVERN!f;G CODES: 2015 INTL BUILCiriG CODE2015 INTL ENERGY CONSERVATIOH CODE 2015 INTL RJELGIS CODE 2015 IHTL MECHANICAL CODE AN51A117.1-2009 ACCESSIBILnV CODE OCCtJPANGY GROUPS 5-1, B CONSTFTPE: VB BLO GROSS AREA-S-l = 5,897 5F (HflST FLOOR)B = 2.603 5F (FIRST FLOOR)S-l° 3.603 SFIMEZZAJMIKEI BLD VOLUME: » OF STORIES: AUOWABLEAREfc ALLOWED STOftlES; &CC.SEIWW10M: REQ 5EPARAT10M: SPBINKLERED: RREAtARMSYS; OCCUPAW LOAD: OVER 50,000 CF YES h'Os a 1 STORY w/ MEZZANtNE 9,000 5F/STORY 1 STORIES PLUS ME22ANIME SEPARATED USES (&.1) / (B) RfiE /WEA = 3 HOUFI FtRE BARRIER SEEK1KG A VARIAfffiE TO EXCEED THE 6,000 S.F.PRE AREA SPRINKLER REQUIREMENT PER IBC 903.2.&C1) YES NOB D ASPARTOFVAWANCE (B)=JLOO GROSS SF/OCC2,603 ,100° 26 OCCUPAMTS(5-1) "200 GROSS SF/OCC5,837 / 200 » 29 OCCUPAHTSl^.t.WR?,) = 2603/300 =9QCCUPAIffSM TOTAL OCCUPWTS (M.1) = 2 E?UTS FOR OCC LOAD > 49(B) = Z NTS FOR OCC LOAD ? 49 DUT7RAVB. M? (PER 18CTASLE 1D1T.2) » 200 FEET(PER )BC TABLE 1006.2.1;" 100 FEET FROM ME2ZAMI?JE PLUMBfNG RCTUSES: B •= 2S OCCUPANTSS.1 = 38 OCCUPAFffS TOTAL = 64 OCCUPANTS w.c.° 1 PER x FEMALE, 1 PER f, f.WLE = 2 UNtSEX PfiOVIOED -> 1 Pffi 100 FEMALE/ MALE = 2 UNtSEX PROVIDED"1PER5000CC = 1 BOTTLED WATER TOTAL ROOF UVE LOA& IROUfjO SNOW LOAD (Pg):IMPORTANCE FACTOR (te);FIAT ROOF SWW LOAD (Pf>:iNOW EXPOSURE FAGTOfi (Ce):THERMAL FACTOR (Ct):SLOPE FACTOR (Cs):SLOPED ROOF SNOW (Ps); SOpsflNOriEDUCTIWI eo pif1.00'12-OOp^f 1.00l.W .LOO4K>.OOpsf LH-miATE WIND SPEED; 115.00 mpiiNOM. WCTD SPEED: S3 mph [\BC SECTEO?J IW9.3J)SERVKEABHJFY WIND SPEED; T6 mpfimWEXPOSURECATEGORY: C SOIL GEARING CAPACin;CONCRETE COMP. STRENGTH:REtfjFORCfNG STEEL: 2.000 FSF (CLW SAHD FiLi.f4,OW PSf © 28 DAYS60,000 PS! TENSILE (GIW&E GO) INDEX TO DRAWINGS A7S TITLE SHEET AN! GENERAL NOTES C100 A101 A102 A103 A200 A201 A202 A300 A301 A500 A600 P100 P101 E100 E101 Sn-EPLW FOUNDATION PLAN FLOOR PLAN MEZZANINE PIAN ELEVATIONS ELEVATIONS 3D VIEWS CROSS SECTION CROSS SECTION DETAILS SCHEDULES & DETAILS PLUMBING FLOOR PLAN 2ND FLOOR PLUMBING PLAN, DETAILS & SCHEDULES ELECTRICAL FLOOR PLAN 2ND FLOOR ELECTRICAL PLAN DETAILS & SCHEDULES PROJECT DESCRIPTIONA 8.500 SQUARE FOOT PfiEMANUFACTURED STEEL BUILDING WILL BE CONSTRUCTED, TME BUfLDiMG WILL CONTAIN A SWfAREA PLUS ASSOCIATED OFFICE SPACE. 0 < 10Q in££ -3'"'g's &s"3P CDCd UUQ£ LU—II- <^ o3 c^\Lu^LJLJ ; (SJ Z y g ^.W iUJ Z s IQSi i^^ STANDARD ABBREVIATIONS ABOVE FW1SH R.OORACOUSTKALCEfUKG TiLEADWTtONAt.ADJUSTABLEALTER MATEALUMIWMAMERICAN DiSABILmESACTAPPf10>U'/ATELYARCHITECT BASEMENTBEAR!NGBmJMINOUSBLOCKINGBOARDBOHOM OFBR!CK COURSEBUILDIW3 NRPETCAST-lN-PtACECATCH BASINCEIUMGCENTER UHECERAMICTItECLEAN/CtEARVKECLOSETCOLUMNCONCRETECONCRETE MASOm WWCONSTRUCTiONCONTIGUOUSCOHTRACTORCOMTROLJOIMTCOURSESCUBIC FOOTtAGE) A.F.F.ACT.ADPL ADJ.ALT.ALUM.ADA ClC.T.CLft.CLO.COLcow.CMUCONST.corncorns. C.J.CHS. DfMENSjONNSPEMSERDOUBLEDOWNDOWNS POUTDRAWtNG IS)ORINKiNG FOUMTAIN EACHELECTOtCALELEVATIONENCLOSUREENGINEEREQUALEQUIPMENTEXHAUSTEXISTINGEXPANSIONDtPAHSfON JOINTDffERIOR FACE OFFEETBBRE-REiN FORCED PLASTERHNISHRMtSH FLOOR ELEVATIONRNtSH GRADEPRE B<T!NGU!SHERPRE BCnNGUISHER CABiNETRKTUREF1.00RFtOOftlMGFOOTINGFOUNDATION &ALVANKED5AUGEGENERAL CONTRACTORGLASS DIM.DtSPDBL EA.El£C.ELEV.ENCL.ENS.EO.EQUIP.EXH.EU5T,EXP.EJ.EXL FLRG.FTG.FDN. GYPSUM BOARD HARDWARENEATERHEATINO.VEHDNG.ANDAIRCONDmoN!NQHE1GKTHOLLOW COREHOLLOW MFTALHORIZONTAL?W INCHIMCt-UDfMQIMFORMATIONIflSULATtONIfffERIORiriTERKATtONAL JAN!WRJOINTjoisr LAMiWTEDLAVfMATE VENEER LUMBERLAVATORYUGKTIMQLUXURY V)WLPLAMKLUXURY VJNYL71LE MANUFACTURERMASOMRY OPENINGMATERIALMAWMUMMECHWKALMEW5RANEMETALMINIMUMMBCELIANEOUSMOUfffED HDW,HTR.HVAC LVT MFR. M.O.MAT.MAX.MECH.MEMB.MTL.MIN.M!SC.MTO. MOM! WLNOfWMeUSTIBLEWTAPPUCABLEh'OTJNCOMTRACTNOTTO SCALENUMBER OCCUPANT/ OCCUPANCY0>M CENTEROPENINGOPPOSITEOVERHEAD DOOR PAiMTPAIMTEDPARTTTTONPEflFORATEOPtASTW LAhUNATEPLATEPOLni^LCHlORf&EPOUNDS PER SQUARE FOOTPOUNDS PEN SQUARE INCHPRESERVATTVE TREATEDPROPERH REINFORCINGSEQUiREDREStUENTR-OORINGRETURN AfffREV1SIOMROOF DRAINROOMROUGH OPEftiNGRUBBER SHEET OFW.OPP. O.H. REINF.REQ'D.RES. 5tM)tARSLAB ON GRADESOUD CORESPECtRCATIONSSQUAfiESQUARE R}OT(AGQST/WLESS STEELSTANDARDSTEELSTORAGESTREETSTRUCWRALSUSPEND (ED) TtiERMOPLASTtC POLVOLERMTHiCKKESSTILE BASETOP OFTRENCH DRAINnPfCAL LfNDERWRrTERSLABORATOfiiESUhWERSAL DEStGNUNLESS NOTED OTHERWISE VEfltFflNRElDVERTiCALViMVLCOMPOSmONTlLE WATER CLOSETWATERPROOFONG)WEU3ED WIRE FABRICWINDOWWFTHWfTHOUTWOOD SSTL5TD, sn..STOR.24-3906 V.I.F.VERT. VCT. W.W.F.now.VI/w/o ATS I" 11 U JUN c UH ^ 22025 B -). Zoninfl Dept PROPOSED NEW BUILDING FOR: RITOLA, INC 61426 STORCK ROAD MASON, Wl 54856 PROJECT NUMBER: 24-3906 PROJECT LOCATION: 29140 ARGANBRIGHT ROAD ASHLAND, Wl54806 PROJECT LOCATION ASHLAND.WI 11rini BE UPDATE ONCE WE GET STEEL BLDG INFO I G t; II S |ji \..JJUN 0 2 2025 field Co. Dept. -1~T I NEW BUILDING I iOTES: MIMMUM CONCRETE COMPRESSn/E SmEKQTH " 4,000 PS) © 28 DAYSREBAR TENSfUE STSB-i'GTH = 60,000 PS1 (GRADE 60)ALL REINFORCEAIEfffTO BE MINIMUM 3' INSIDE FACE OFCOWRETE FOUNDATION PLAN 101, SCALE: 3/16"= 1'-0" 0 < tOQ ina: oo CK 3CL z:0§d <^ jZ 5 o^s sLulfcZ i-u|0^1Co U31 SLLJ Z^ IQ Sl I^Cj June 02, 2025 24-3906 A101 p—ispmm,, CDm w ^(£-3. &' ^ 0(D Cfuii ^' J/ 4M- w |(3) w ;|?||S JiSSelE Bl.—_-_-_-_-_-_-^_—_-_-_<'_-_.__<g-_-_-_-_.A-_-4-._-_——_-_—_-_-_-»_-_ ?0(7) 0071 -0 > >^0K) M-t^00(0001 DESIGNSENGINEERING www.csdesignengineering.com 2023 6th Street West, Ashland, Wi 54806 (715} 682-0330 ^.SJ RITOLA, INC. 61426 STORCK ROADMASON. Wl 54856 FIRST FLOOR PLAN raCnpvrEqbt?0?5C?.:nr"hto!ti?rt, Pfc'tt'id .tU CD fs.i 0(D-0 cz C3 r^o rrsr>o0~1 LTTITl. !S~S mNs m -0 -(»- >sh^000 ro -t^00(000) DESIGNS ENGINEERING www.csdesignengineering.com 2023 6th Street West, Ashland. W) 54806 (715) S82-0330 \c^RITOLA, INC. 61426 STORCK ROADMASON. Wl 54856 MEZZANINE PLAN S3 Cr'pvrinht 7025 CAS Ooilnn A Enainnr'rinn, Inc. n!! rfnht^l^nn h ")cpr't"!v prnNbitnd. P!Qtt<TJ_S/Z9^"2?-9; J!J. ^^!r2^£'S^1£u CD €„,.. ^. [nni S 3^ C5 - ~WS:v r\:; ^^^ cr<' C.J LrLTU o.s|h—00 1*0 -1^ co<000) DESIGN &ENGINEERING www.csdesfgnengineering.com 2023 6th Street West. Ashland. Wt 54806 (715) 682-0330 ^-sl RITOLA, INC. 61426 STORCK ROADMASON. Wl 54856 SITE PLAN PROJECT TEAM /NER: RffOLA. INC.61.426 STORCK ROADMASON, Wt 6<1BS6 ARCHfTECT: C&S DESIGN & ENGINEERfMG, INC,2023 6th STREET WEST ASHLAND,WI 54605P; 71^682-0330 STTIUCTURAL EKGIKEER; C&5 DESIGN & EMGINEERtNG, INC.2023 6th STREET WESTA5HUND.W1 54806P:71MB2.0330 CONSULTANT:w PLUMBINQ DE510NER: BY OTHERS HVAC EKGiNEER: ELECTRICAL ENGINEER: BY OTHERS SYMBOLS B KEY WTE ROOFSLOPE&DiRECTTOiM WINDOW TAG DOOR TAG SLOPE OF SIAB IWERIOR ELEVATION TAG EL£VATiON MARKER I—•^o^ i —c^) BUlLDIfjG ELEVATION BUILDING SECTOM WALLSECnDN DETAIL CAU.OUT PROJECT DATA PHOJECTHAVE: PROJECT ADDRESS; OWNES: PARCEL NUMBERS: DNSSTORr.WATERPERMrTREQUtRED: NE¥/ SHOP/ OFFICE prrotA INC. 04020-2-47.05-10-104-000-12000 PARCEL IN NW J/4 OFTME NV/ 1/4 AND THE EV;V4 OF TtiE NW V4 OF SECTION 11, T47N, R05W,TOWN OF E1LEEN, BAYF1ELD COUfjTY, WISCONSIN 8.52 ACRES OVERlACREDfSTURBED 1ES NO Z&HfMG DlSTRtCT: A-l -AGRICULTURAL GOVERNING CODES: 2015 im.BUtLDIMG CODE2015 INTLENEWV CONSERVATION CODE 2015 INU FUEL GAS CODE2016 INTL MECHANICAL CODE ANSI A117.1-20W ACCESSIBiLrTY CO&E OCCUPANCY GROUP; CDMSTP^PE: DLD GROSS AREA; 8LD VOLUME: # OF STOfi)ES: ALLOWABLE AREA: ALLOWED STORIES: OCO. SEPARATON: REQ SEPARATTON: iPRINKLEftED; S.1,8 5,89TSF (FIRST FLOOR)2.603 SF (FIRST FLOOR?)35F(ME2ZAK»iEl TOTAL = 8.BOOSF OVER 50,000 CF YE ISTORYw/MEZZANtHE 9,000 SF/STORY 1 STOfllES PLUS MEZZANINE SEPARATED USES (5-1), (8) FWEAREA=3 HOUR FIRE BARRIER YESa F196 ALARM SY5: OCCUPAtSTT LOAO; EXTTS REQ D; EWT TRAVEL MAX: PLUMBING RUURES: AS PART OF VARIANCE (8)=100 GROSS SF/OCC2,603 / 100 = 26 OCCUPANTSt&.l) - 200 GROSS SF/ OCC5,897 / 200 = 29 OCCUPANTS15-1 MEZZ.1 =2SQ3 / 300 =9 OCCUPAMTS64 TOTAL OCCUPANTS 1M-1)" 2 EXTTS FOR OCC LOAD > 49|B} = 2 EX]TS FOR OCC LOW > 49 (PER ISC TABLE 1017.2} " 200 FEET(PER 18C TABLE 1003.2.1) ° 100 FEET FROM MEZZAN1ME B° 26 OCCUPANTS &-1=38.QCCUPAWTSTOTAL = 64 OCCUPAW5 W.C, »1 PER x FEMALE, 1 PER x MALE" 2 UNfSEX PROVIDED LA V. " 1 PER 100 FEMALE / MALE" 2 UNtSEX PROVIDED D.F, " 1 PER 500 OCC" 1 BOTTl£D WATER TOTAL ROOF UVE LOAD: ifiOUND SKOW tOAD IPg);JMPOFtTANCE FACTOR lie);FIATROOFS?WLOAD(P1>;SMOW HPOSUfiE FACTOR (Ce);"fflERPWU-FACTOR tCt):SLOPE FACTOR (Cs):SLOPED ROOF SHOW (Ps): 20psftt;OfiED<JCTK}N) 60 j^fl.W42.00 p^f 1.&0 i.Of) ,1.. 0042.CX) psf UtTihWTE WIND SPEED: 115.00 mpliNOM. WIND SPEED: SS mph {&C SECTOR 1609.3.1);ERVtCEABILny WIND SPEED: 76 mphfWO EXPOSURE CATEGORY: C SECOND FLOOR UVE tOAD: SO PSF;ECONO FUTOR DEAD LOAD: SO PSF >0)l BEARING CAPACm:COWRFTECOMP. STRENGTH:lEiHFORCfWS STEEL 2,000 FSF(CiAYSWDF!li.)4.000 FSi © 28 Dft\S50,000 K\ TENSiLE {GWSi 60) INDEX TO DRAWINGS ATS TITLE SHEET AN1 GENERAL NOTES C100 A101 A102 A103 A200 A201 A202 A300 A301 A500 A600 P100 P101 E100 E101 SITE PLAN FOUNDATION PLAN FLOOR PtAN MEZZANINE PUN ELEVATIONS ELEVATIONS 3D VIEWS CROSS SECTION CROSS SECTION DETAILS SCHEDULES & DETAILS PLUMBING FLOOR PLAN 2ND FLOOR PLUMBING PLAN, DETAILS & SCHEDULES ELECTRICAL FLOOR PIAN 2ND FLOOR ELECTRICAL PLAN DETAILS & SCHEDULES PROJECT DESCRIPTIONA 8,SOO SQUARE FOOT PR MANUFACTURED STEEL BUiLDiNG WLL BECONSTRUCTED. THE BLHLDiNG WILL CONTAIN A SHOPAREA PLUS ASSOCIATED OFFICE SPACE. 0 p llEis DC LLJQ<OL LU OE o3 Q;i ILLJl fc ^ Zs. g LO<^J SLU 2: ^ IQUJI s cd^ STANDARD ABBREVIATIONS ABOVE f!M)SH FLOORACOUSTiCAL CEIUNG TILEADOmOMALADJUSTABLEALTERNATEALUMINUMAMERICAN DJSABHjnESACTAPPROXIMATELYARCHITECT BASEMEfffBEARiF,GSmjMIHOUSBLOCKINGBOARDBOTTOM OFBFIiCK COURSEBtHLDiMG CARPETCAST-IH-PLACECATCH BASINCEIUKGCENTER UNECERAMfCTiLECLEAR /CLEARANCECtOSETCOLUMNCOWRFTECONCRETE MAEONOT UNfTCON5TNUCTONCONTINUOUSCONTRACTORCONTROL JOtMTCOURSESCUBIC FOOTlAQE) A.F.F.ACT.ADD!KD).ALT.ALUM.ADAAPPWX.ARCH. BSMT. CL C.T.CUt.CLO.COLCMX.CMUCONST.CO NT.COWTR.CJ.CRS. DIMENSIONDISPENSERDOUBLEDOWNDOWNSPOUTDRAWING (S)DmNKIfJGFOUMTAIN EACHELECTWCALELEVATIONENCLOSUREENGINEEREQUALEQUIPME^fTEXHAUSTEMSTOGEXPANSIONEXPANSION JOINTEXTERIOR FACE OFFEETnBRE^E!NR3RCED PLASTERFINISHRNISH FLOOS ELEVATiONRNISH GRADEFfflEEXmGUlSHERF1RE EXnNGUISHER CABINETFIXTUREFLOORFl.OORf?FOOTINGFOUNDATION 6ALVAN12EDGAUGESENERALCOr-TTRACTORitASS EA.ELEC.EL£V.ENCL ENG.EO.EQUIP.DtH.msi.DtP.EJ. F.G. F.E.F.E.C.FiXT.fw.fW&FTG,FDM. GALV. GYPSUM BOARD HARDWAREHEATERHEAT1NO, VEWTWG, ANDAlRCONDmoNlN'GH0QKTHOLLOW COREHOLLOW METALHORIZONTALHOUR INCHINCLUDINGINFDfiMATtON(NSUtATtON^ERKfflINTER MATTONAL JANITOflmmJO}ST LAMINATEDLAMINATE VENEER LUMBERLAVATORYUGHT1W3UWURY VIFffL PLANKLUXURY VI NYLTiLE MANUFACTURERMASONRY OPENINGMATERIALMAXIMUMMECHAM1CALMEMBRANEV1ETALWH) MUMMISCEILANEOUSMOUNTED HDW,Km.HVAC LVT MFR.M.O.tw.WM.MECH.MEMB,MTLM IN.MtSC.MTD. NOMINALNON-COMSUSTIBLENOT APPLICABLENOT IH CONTRACTNOT TO SCALEh'UMBER OCCUPANT/ OCCUPANCYONCEHTEROPENINGOPPOSfTEOVERHEAD DOOR PA^PAINTEDPARTmONPEflFORATEDPtASTiC LAMINATCPLATEPOLWlNTLCHLOFtiDEPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPR ESERVAWE TREATEDPROPERTT REINFORCIN'GREQUIREDf!ESIUBffFLOOfi!NQRETURN AIRREVISIONROOF DRAINROOMROUGH OPENtNGRUB0EF! 3HEET PTO,PTN.PERF.PWA RE1HF.REQD.RES. SIMILARSLAB DEGRADESOUDCORESPECfHCATlONSSQUARESQUARE FDOT(AGE)STAIKLESS STEELSTAKDAROSTEELSTOSAGESTTtEETSTRUCTURALSUSPEND (ED) TOENMOPIAST1C POLVOLEF1MTHfCtWESS"nie BASETOP OFTRENCH DRAINTTPICAL UNDERWRFTERSLABORATCWfESUNIVERSAL DESIONUNLESS NOTED OTHERWISE VERIFY IN HELDVERTICALVimLCOMF'OSmONTILE WATER CLOSETWATERPftDORL'ffi}WELDED WRE FABRICW1MDOWWITHnrmovrWWD June 02,2025 SSTL STD, 5TL.STOR.24-3906 V.I-F.VERT.VCT. ATS n «!"(Ill JUN C| U I E II•Hi 022025 ^ -.). Oept. PROPOSED NEW BUILDING FOR: RITOLA, INC 61426 STORCK ROAD MASON, Wl 54856 PROJECT NUMBER: 24-3906 PROJECT LOCATION: 29140 ARGANBRIGHT ROAD ASHLAND,WI 54806 PROJECT LOCATION ASHLAND, Wl El Cnnvrinht 70'?') CXS Dn'ifnn A Fnninnnrinn. !nr-. n!l rtnb wifhoiit rwirmi^nn h <-i*nrfT;slv nmhthi ^-1 0 , n •as±11m i|r-m'i. 0 ^ §B3^gg p S^SBiSI.E •IIill ''Pl ! SlI I -^-^- Pl|0||0|lol S|=3? !iglgs 1_ cow CD 0 ^:^^.'-^ ^"~"""} I mni. —j^ CSsS" 0=FE 3! -^>- S3 >K)00 M^coco00) DESIGN &ENGINEERING www.csdesignengineering.com 2023 6th Street West. Ashland. Wl 54806 (715] 682-0330 \c^ RITOLA, INC. 61426 STORCK ROADMASON. Wl 54856 ELEVATIONS 21I 3 11 n 9 •CONTLNUOUS RIDGE VEfff T" CZ) Q CD CD IKSUtATEO STEEL SERVICE DOOR fTVP}/<L- 20')d6' INSULATED STEELOVERHEAD DOOR (WP) •PREFINiSHEDMETALDRIP EDGE ABOVEAU. DOORS AND WINDOWS EAVEHEiGHTELEV; i20'.0" CD CD CD CD •I PERIMETER CONCRETEFOOTING w/ 2* RIGID INSULATION n -L-1- Tl-•n ^1>~ TOP OF StABEIEV; 100'-0' •4 OF.FQOTiN.ilELEV: 981-0" SOUTH ELEVATION SCALE: 1/4" = 1'-0" BQ 11 ^1 e IIp b '" " " .. . IIJIil ffiQ'i:? u Co. w~•CONTINUOUS RIDGE VENT INSULATED STEEL SERVICE DOOR (TVP) •26 W. ESMAELED FLASHING OVER EXPOSED EDGEOFmSUL INSTALL 18" DOWN AND 30*HOmZONTAUOUTStOE OF BUILDING FOOTPRIWWEST ELEVATION '017 SCALE: 1/4" s r-0" 0 -S3<|g—ISzP§| 01 (f)z0 sLJ —1LU o3 <J3| S c^.l IUJJ. k ^zt(7)^| ;i-LJ zUQSjl sB June 02, 2025 24-3906 A201 nr; PB 15 (i! I? II W Ife|[j) E 115 E ll ® & II ^ Co. Dept, il9a a 3 SOUTHEAST VIEW NOT TO SCALE NORTHWEST VIEW NOT TO SCALE 0 <C (0Q 100: CO ^ or iLJ>Q co <^E oZS Q^s s <^Z.| oo^| SLU Z^ IQ UJI s^^XI 2u June 02, 2025 24-3906 A202 ]i E»IW Miii ini „,., r,n..r^rUU JUNO 12025 Co. Zoning Dept CROSS SECTION .300, SCALE: 1M" = 1'-0" I i) "cl8 El fl • FOR IFTTERIOR BEARIMG WALLSUSE IS- WIDE x 12- DEEP FOOTtHG.6'CONCRETE SLAB j w/(Z).#5BARSCOMTlNLfOUS@WD-DWW OF SLAB STEEL FRAME W OTHERS INTERIOR GRADE BEAM DETAIL SCALE: 3/8"r-o" ANCHOR BOLTS, PER-STEEL BLtiLDfTO htANUFACTURER,MINIMUM 12'EMBEDMENT 6"CONCRETE SLAB •cc»^i r^ 2' RIGID FOAV (NSULATiON W/28 GA. ENAMEL£D RASHtNGOVER DtPOSED EDGE, 1NSTAU.Z4' DOWN AND 24" HONiZOMTAt(OUTSUE OF BUILDING FOOTPR)HT)ms^mm^^ CONTROL JOINT DETAIL UPDATE ONCE WE GET STEEL BLDG INFO STEEL FRAME BY OTHERS 6' THICK REINFORCED CONCRETE SLABw! W BARS @ 18" 0.0. EACH WAY, CENTERBARS IN SLAB & RUN TO EDGE OF SLfS,OVER 6 MIL POLY VAPOR BARRIER6' WELL COMPACTED SAND FILL ANCHOR BOLTS, PER-STEEL BUILD1MG MANUFACTLFRER,MIMIMUM12'EMBEDMENT 2* RtGID FOAM INSULATION W/-2S GA. ENMIELED RASHINOOVER EXPOSED EDGE. INSTAit24- DO\W AMD 24- HORtZOHTAL(OUTStOE OF BUiLDtNG FOOTPRIMT) (7)fr6TOP&BOnOMBARS,CLASS - C LAP SPLICE 62-(4/AAOO) ONLY TOP PERIMETER BARSMAY STOP AND NOT BECOWINUOUS UMOER THE FUTUREBASE PLATES .6-WELL COMPACTEDSAND FILL U«OERENTIRE SLAB & GRADEBEAM (4) fiQ TOP 6 BOTTOM BARS, -OASS-CLAPSPLtCEBZ-(5W3&0) 6" THICK REINFORCED CONCRETE SLAB?/ S4 &?S ® 18- O.C. EACH WAY. CENTERBARS tN SLAS & RUM TO EDGE OF SLAB,OVER 6 MIL POLY VAPOR BARRIER6' WELL COMPACTED SAND FILL -ONLYTOP PERIMETER BARSMAY STOP Ah'D NOT BECOHTIWJOUS UNDER THE FUTUREBASE PLATES •6'WELLCOI.tPACTEDSAND RLt UNDEREtmftE SLAB & GRADEBEAM ,300, SCALE: 3/8"r-o" FOUNDATION DETAILS @. FRAMES SCALE: 3/4"r-o" FOUNDATION DETAILS @ FRAMES SCALE: 3/4" = 1'-0" 0 .-S; (o E3 Cd 0 0Ld(f)w^0CL0 o3 <^E Q:s <J3 Zs g^<^I I Q LLJ Wl<^ June 02, 2025 PROJECT HO. 24-3906 A300 uUU)'"•<^ CE>' 0 ^ ^3ec?00 c^° C\3 rs<*0r'-.o C..J-, =;-S=:'J tnj-TI (S-3) IJ-VTJ U~lf[j' >s000h^ N3^00(0p01 DESIGN &ENGINEERING www.csdesignengineering.com 2023 6lt] Street West. Ashland. Wl 54S06 (715) 6S2-0330 \c^ RITOLA, INC. 61426 STORCK ROADMASON. Wl 54856 CROSS SECTION