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HomeMy WebLinkAbout25-0629PROJECT TEAM RFOLA, INC. 61426 STOfiCK ROAD MASON, Wt 5485S ARCHrTECT: C&S DESIGN & E^Gf^EERING, INC. 2023 6th STREET WEST ASHLAND,WI S4805 P: 715-632-0330 STRUCTURAL ENGINEER; C&S DESIGN & ENGINEER1HG, IMC, 2023 6th STREET WEST ASHUWD.W] 54BW3 P; 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 SW 1/4 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 CODE 2015 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/OCC 2,603 ,100° 26 OCCUPAMTS (5-1) "200 GROSS SF/OCC 5,837 / 200 » 29 OCCUPAHTS l^.t.WR?,) = 2603/300 =9QCCUPAIffS M 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 OCCUPANTS S.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 pif 1.00 '12-OOp^f 1.00 l.W .LOO 4K>.OOpsf LH-miATE WIND SPEED; 115.00 mpii NOM. WCTD SPEED: S3 mph [\BC SECTEO?J IW9.3J) SERVKEABHJFY WIND SPEED; T6 mpfi mWEXPOSURECATEGORY: C SOIL GEARING CAPACin; CONCRETE COMP. STRENGTH: REtfjFORCfNG STEEL: 2.000 FSF (CLW SAHD FiLi.f 4,OW PSf © 28 DAYS 60,000 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 DESCRIPTION A 8.500 SQUARE FOOT PfiEMANUFACTURED STEEL BUILDING WILL BE CONSTRUCTED, TME BUfLDiMG WILL CONTAIN A SWf AREA PLUS ASSOCIATED OFFICE SPACE. 0 < 10Q in££ -3'"'g's &s"3P CD Cd UUQ£ LU —II- <^ o3 c^\Lu^ LJLJ ; (SJ Z y g ^.W iUJ Z s IQSi i^^ STANDARD ABBREVIATIONS ABOVE FW1SH R.OORACOUSTKALCEfUKG TiLE ADWTtONAt.ADJUSTABLE ALTER MATE ALUMIWM AMERICAN DiSABILmESACT APPf10>U'/ATELY ARCHITECT BASEMENT BEAR!NG BmJMINOUS BLOCKINGBOARD BOHOM OF BR!CK COURSE BUILDIW3 NRPET CAST-lN-PtACE CATCH BASIN CEIUMG CENTER UHE CERAMICTItE CLEAN/CtEARVKE CLOSET COLUMN CONCRETE CONCRETE MASOm WW CONSTRUCTiON CONTIGUOUS COHTRACTOR COMTROLJOIMT COURSES CUBIC FOOTtAGE) A.F.F. ACT.ADPL ADJ. ALT.ALUM.ADA Cl C.T. CLft. CLO.COL cow.CMU CONST.corn corns. C.J.CHS. DfMENSjON NSPEMSER DOUBLE DOWN DOWNS POUT DRAWtNG IS)ORINKiNG FOUMTAIN EACH ELECTOtCALELEVATION ENCLOSURE ENGINEEREQUAL EQUIPMENT EXHAUST EXISTING EXPANSION DtPAHSfON JOINT DffERIOR FACE OF FEET BBRE-REiN FORCED PLASTER HNISH RMtSH FLOOR ELEVATION RNtSH GRADE PRE B<T!NGU!SHER PRE BCnNGUISHER CABiNET RKTURE F1.00R FtOOftlMG FOOTING FOUNDATION &ALVANKED 5AUGEGENERAL CONTRACTOR GLASS DIM.DtSPDBL EA. El£C. ELEV. ENCL. ENS. EO.EQUIP. EXH. EU5T, EXP. EJ. EXL FLRG. FTG. FDN. GYPSUM BOARD HARDWARE NEATER HEATINO.VEHDNG.AND AIRCONDmoN!NQ HE1GKT HOLLOW CORE HOLLOW MFTAL HORIZONTAL?W INCH IMCt-UDfMQ IMFORMATION IflSULATtON IfffERIORiriTERKATtONAL JAN!WR JOINTjoisr LAMiWTED LAVfMATE VENEER LUMBER LAVATORY UGKTIMQ LUXURY V)WLPLAMK LUXURY VJNYL71LE MANUFACTURER MASOMRY OPENINGMATERIAL MAWMUM MECHWKAL MEW5RANE METAL MINIMUM MBCELIANEOUS MOUfffED HDW,HTR. HVAC LVT MFR. M.O. MAT. MAX. MECH. MEMB. MTL. MIN. M!SC. MTO. MOM! WL NOfWMeUSTIBLE WTAPPUCABLE h'OTJNCOMTRACT NOTTO SCALE NUMBER OCCUPANT/ OCCUPANCY 0>M CENTEROPENING OPPOSITE OVERHEAD DOOR PAiMT PAIMTED PARTTTTON PEflFORATEO PtASTW LAhUNATE PLATE POLni^LCHlORf&EPOUNDS PER SQUARE FOOT POUNDS PEN SQUARE INCH PRESERVATTVE TREATED PROPERH REINFORCING SEQUiRED REStUENTR-OORING RETURN Afff REV1SIOM ROOF DRAIN ROOM ROUGH OPEftiNG RUBBER SHEET OFW. OPP. O.H. REINF. REQ'D. RES. 5tM)tAR SLAB ON GRADE SOUD CORE SPECtRCATIONS SQUAfiE SQUARE R}OT(AGQ ST/WLESS STEEL STANDARD STEEL STORAGE STREET STRUCWRAL SUSPEND (ED) TtiERMOPLASTtC POLVOLERM THiCKKESS TILE BASE TOP OF TRENCH DRAIN nPfCAL LfNDERWRrTERS LABORATOfiiES UhWERSAL DEStGN UNLESS NOTED OTHERWISE VEfltFflNRElDVERTiCAL ViMVLCOMPOSmONTlLE WATER CLOSETWATERPROOFONG) WEU3ED WIRE FABRIC WINDOW WFTHWfTHOUT WOOD SSTL 5TD, 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 DAYS REBAR 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 sLulfc Z 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 ROAD MASON. 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 -(»- >s h^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 ROAD MASON. 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 ROAD MASON. Wl 54856 SITE PLAN PROJECT TEAM /NER: RffOLA. INC. 61.426 STORCK ROAD MASON, Wt 6<1BS6 ARCHfTECT: C&S DESIGN & ENGINEERfMG, INC, 2023 6th STREET WEST ASHLAND,WI 54605 P; 71^682-0330 STTIUCTURAL EKGIKEER; C&5 DESIGN & EMGINEERtNG, INC. 2023 6th STREET WEST A5HUND.W1 54806 P: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 CODE 2015 INTLENEWV CONSERVATION CODE 2015 INU FUEL GAS CODE 2016 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/OCC 2,603 / 100 = 26 OCCUPANTS t&.l) - 200 GROSS SF/ OCC 5,897 / 200 = 29 OCCUPANTS 15-1 MEZZ.1 =2SQ3 / 300 =9 OCCUPAMTS 64 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.QCCUPAWTS TOTAL = 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^f l.W 42.00 p^f 1.&0 i.Of) ,1.. 00 42.CX) psf UtTihWTE WIND SPEED: 115.00 mpli NOM. WIND SPEED: SS mph {&C SECTOR 1609.3.1) ;ERVtCEABILny WIND SPEED: 76 mph fWO 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\S 50,000 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 DESCRIPTION A 8,SOO SQUARE FOOT PR MANUFACTURED STEEL BUiLDiNG WLL BE CONSTRUCTED. THE BLHLDiNG WILL CONTAIN A SHOP AREA 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 FLOOR ACOUSTiCAL CEIUNG TILE ADOmOMAL ADJUSTABLEALTERNATE ALUMINUM AMERICAN DJSABHjnESACT APPROXIMATELY ARCHITECT BASEMEfff BEARiF,GSmjMIHOUS BLOCKING BOARD BOTTOM OF BFIiCK COURSE BtHLDiMG CARPET CAST-IH-PLACECATCH BASIN CEIUKG CENTER UNE CERAMfCTiLE CLEAR /CLEARANCE CtOSET COLUMN COWRFTE CONCRETE MAEONOT UNfT CON5TNUCTON CONTINUOUS CONTRACTOR CONTROL JOtMT COURSES CUBIC FOOTlAQE) A.F.F. ACT.ADD! KD). ALT. ALUM.ADA APPWX. ARCH. BSMT. CL C.T. CUt. CLO. COL CMX.CMU CONST. CO NT. COWTR. CJ. CRS. DIMENSION DISPENSER DOUBLE DOWN DOWNSPOUTDRAWING (S)DmNKIfJGFOUMTAIN EACH ELECTWCAL ELEVATION ENCLOSURE ENGINEER EQUAL EQUIPME^fTEXHAUSTEMSTOGEXPANSION EXPANSION JOINT EXTERIOR FACE OF FEETnBRE^E!NR3RCED PLASTER FINISH RNISH FLOOS ELEVATiON RNISH GRADE FfflEEXmGUlSHER F1RE EXnNGUISHER CABINET FIXTURE FLOOR Fl.OORf?FOOTING FOUNDATION 6ALVAN12ED GAUGE SENERALCOr-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 HARDWAREHEATER HEAT1NO, VEWTWG, ANDAlRCONDmoNlN'G H0QKT HOLLOW CORE HOLLOW METAL HORIZONTALHOUR INCH INCLUDING INFDfiMATtON (NSUtATtON^ERKfflINTER MATTONAL JANITOflmmJO}ST LAMINATED LAMINATE VENEER LUMBER LAVATORY UGHT1W3 UWURY VIFffL PLANK LUXURY VI NYLTiLE MANUFACTURER MASONRY OPENING MATERIAL MAXIMUM MECHAM1CAL MEMBRANE V1ETAL WH) MUM MISCEILANEOUS MOUNTED HDW, Km.HVAC LVT MFR. M.O. tw. WM.MECH. MEMB,MTL M IN. MtSC. MTD. NOMINAL NON-COMSUSTIBLE NOT APPLICABLE NOT IH CONTRACT NOT TO SCALE h'UMBER OCCUPANT/ OCCUPANCY ONCEHTER OPENING OPPOSfTE OVERHEAD DOOR PA^PAINTED PARTmON PEflFORATED PtASTiC LAMINATC PLATE POLWlNTLCHLOFtiDE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PR ESERVAWE TREATED PROPERTT REINFORCIN'G REQUIRED f!ESIUBffFLOOfi!NQ RETURN AIR REVISION ROOF DRAIN ROOM ROUGH OPENtNG RUB0EF! 3HEET PTO, PTN. PERF.PWA RE1HF. REQD. RES. SIMILAR SLAB DEGRADE SOUDCORE SPECfHCATlONS SQUARESQUARE FDOT(AGE)STAIKLESS STEEL STAKDARO STEEL STOSAGE STTtEET STRUCTURAL SUSPEND (ED) TOENMOPIAST1C POLVOLEF1M THfCtWESS "nie BASE TOP OF TRENCH DRAIN TTPICAL UNDERWRFTERS LABORATCWfES UNIVERSAL DESION UNLESS NOTED OTHERWISE VERIFY IN HELD VERTICAL VimLCOMF'OSmONTILE WATER CLOSET WATERPftDORL'ffi} WELDED WRE FABRIC W1MDOW WITH nrmovrWWD 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±11 m i|r-m'i. 0 ^ §B3^gg p S^SBi SI.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 ROAD MASON. 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 STEEL OVERHEAD DOOR (WP) •PREFINiSHEDMETALDRIP EDGE ABOVE AU. DOORS AND WINDOWS EAVEHEiGHT ELEV; i20'.0" CD CD CD CD •I PERIMETER CONCRETE FOOTING w/ 2* RIGID INSULATION n -L-1- Tl-•n ^1>~ TOP OF StAB EIEV; 100'-0' •4 OF.FQOTiN.il ELEV: 981-0" SOUTH ELEVATION SCALE: 1/4" = 1'-0" BQ 11 ^1 e IIp b '" " " .. . IIJI il ffiQ'i:? u Co. w~•CONTINUOUS RIDGE VENT INSULATED STEEL SERVICE DOOR (TVP) •26 W. ESMAELED FLASHING OVER EXPOSED EDGE OFmSUL INSTALL 18" DOWN AND 30* HOmZONTAUOUTStOE OF BUILDING FOOTPRIW WEST 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 2 u 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 BARRIER 6' WELL COMPACTED SAND FILL ANCHOR BOLTS, PER-STEEL BUILD1MG MANUFACTLFRER,MIMIMUM12'EMBEDMENT 2* RtGID FOAM INSULATION W/- 2S GA. ENMIELED RASHINO OVER 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 BE COWINUOUS UMOER THE FUTUREBASE PLATES .6-WELL COMPACTEDSAND FILL U«OER ENTIRE SLAB & GRADEBEAM (4) fiQ TOP 6 BOTTOM BARS, -OASS-CLAPSPLtCEBZ- (5W3&0) 6" THICK REINFORCED CONCRETE SLAB?/ S4 &?S ® 18- O.C. EACH WAY. CENTER BARS tN SLAS & RUM TO EDGE OF SLAB,OVER 6 MIL POLY VAPOR BARRIER 6' WELL COMPACTED SAND FILL -ONLYTOP PERIMETER BARSMAY STOP Ah'D NOT BECOHTIWJOUS UNDER THE FUTURE BASE PLATES •6'WELLCOI.tPACTEDSAND RLt UNDER EtmftE 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?0 0 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 ROAD MASON. Wl 54856 CROSS SECTION