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HomeMy WebLinkAbout25-060111 t' 8i ^in1 c in,HIN 1 32025 JinviiHkiOo.AininHl^P1.1 PROPOSED NEW BUILDING FOR: RITOLA, INC 61426 STORCK ROAD MASON, Wl 54856 PROJECT NUMBER: 24-3906 PROJECT LOCATION: 29140 ARGANBRIGHT ROAD ASHLAND, Wl 54806 PROJECT TEAM STRUCWRAL ENGWEER; 'LUMBIHGDESK^ER; HVACET;G!NEER: ELECTRICAL ENGINEER: BY OTHERS RfTOLA. INC.51426 STORCK ROADMASON, Wl 54856 C&S DESiGN & ?GINEEfitNO, INC.2023 6th STREETWESTASHIAND,WI 54606P: 715-682-0330 C&S DESIGN & ENGIMEEBIWi, INC. 2023 6th STOEET WEST A5HLAIJD, Wi 54E06P; 715-682-0330 WA SYMBOLS E) 3:12 <"> Qm) KEYNOTE ROOF SLOPE &omECT10N WINDOW TAG DOOR TAS SLOPE OF SLAB tMTERIOR ELEVATION TAG ELEVATiON lilARKEfi BUfLDfKG ELEVATION BUILDING SECTiON WALL SECTION DETAIL CALLOUT PROJECT DATA PROJECT KAME: PROJECT ADDRESS: OWNER: PARCEL NUMBERS: NEW SHOP/OFRCE RITOLA, IttC. 04-020-2-4T-05.10-104-000-12000 PARCEL IN tW J/4 OFTHE NW 1/4 /WD THE SWV4 OFTHE NW V<) OF SECTION 11. T47M, R05V/, TOWN OFEJLEEM, BAYRELD WWW, Wl5CO^SIN 8.52 ACRES OVEftlACftE DISTURBED YES, NO ZOHI? D1STWCT: A-1-AGfiKULTURAL GOVERNING CODES: 2015 IHT1. BUILDfKQ CODE2015 IFCTL ENERGY CONSERVATION CODE 2015 I^TTL FUEL GAS CODE 2015 IWTL MECHANICAL CODE ANSt AA17.1-2009 ACCESStBILnY CODE OCCUPANCY GROUP: &.1, 8 CONSTTfPE: BLD GROSS AREA: VB 5,89T SF (RR5T FlOOft)2,603 5F(FiRST FLOOR) BLD VOLUME: ft OF STORIES: ALLOWABLE AREfc ALLOWED STORIES; OCC. SEPARATION: REQSEPARATtOM: SPRINKIERED: F1RE ALARM 5V5; OCCUPAWLOAD; TOTAL » 8,500 SF OVER 50,000 CF YES 1STORYW/MEZ2ANINE 9,000 SF/STORY 1 STORIES PLUS MEZ;ANtNE SEPARATED USES (S-l) / 1B) RRE AREA = 3 HOUR FIRE BARRIER 5s 8° SEEKING A VARIANCE TO EXCEED THE 5,000 S.F.ORE AREASPRiNKLfR REQUIREMENT PER IBC°03.2.9{4; YES NOa AS PART OF VARIANCE EXTT TRAVEL MAX; (B)-iooaross5F/occ 2,603, 100 = 26 OCCUPANTS1&-1) = 200 GROSS SF/ OCC5,897 / 200 ° 29 DCCUPAfHS[R~1 MF77.1 ° 7Rn^ / -100 = R nCCUPANTS64 TOTAL OCCUPAMTS (M-D = 2 Exrre K>R OCC LOAD > 49(B) = 2 BUTS FOR OCC iOAD > 49 (PER IBC TABLE 1017.2) = 200 FEET(PER IBC TABLE 1006.2.1) ° 100 FEET FROM MEZZANiNE PLUMBING RXTURES: B ° 26 OCCUPANTSS-l = 38 OCCUPAW5 TOTAL = 84 OCCUPAms W.C. »1 PER x FEMALE, 1 PER X ^LE ° 2 LfNtSEX PROVIDEDLAV, " 1 PER 100 FEMALE / MALE = 2 UNtSEX PROVIDED 0,F. = 1 PER 500 OCC = 1 BOTTLED WATER TOTALSTRUCWRAL LOADS;ROOF DEAD LOADSUFER!MP05ED:COLLATERAL: ROOF UVE LOAD: GROUND SNOW LOAD (Pg):IMPORTANCE FACTOR (Ie);SMOW EXPOSUfiE FACTOR (Ce):THERMAL FACTOR id);SLOPE ROOF StWW (Ps): 2.60 psf&.00 psf 20 psf (TO REDUCTION) BOpsfLOO1.00JLDO 42.00 psfMlHiMUM ROOF SKOW LOAD (PfTi): 42.00 psf UtTtMATEWIND SPEED; 115.00 mpilMOM. VffijD SPEED: 8& mph (IBC SECTtON 1609.3.1)SERVtCEABtUTf WHO SFEEO: 76 mphW!NID EXPOSURE CATEGORY: C SO;L BEARiFfG CAPACnV;CONCRETE COMP. STRENGTH:RBNFORCINSSTEEU 2,000 PSF tCLAV SAND FILL) 4,000 P51 @ 28 DAYS60,000 PS| TENSILE (GRADE 60) INDEX A-TS AMI C100 A101 A102 A103 A200 A201 A202 A300 A301 A500 A600 E100 E101 TO DRAWINGS TITLE SHEET GENERAL NOTES SITE PLAN FOUNDATION P1AN FLOOR PLAN MEZZANINEPLAN ELEVATIONS ELEVATIONS 3D VIEWS CROSS SECTION CROSS SECTION DETAILS SCHEDULES & DETAILS ELECTRICAL FLOOR PLAN 2ND FLOOR ELECTRICAL PLAN DETAILS & SCHEDULES PROJECT DESCRIPTIONA 8.500 SQUARE FOOT PREMANU FAC7UR ED STEEL BUILDING WILL BECONSTRUCTED. THE BU)LDfW3 WILL CONTAIN A SHOPAREA PLUS ASSOCIATED OFFICE SPACE. 0 10gg?|iidDC LUQ<QL Ld <^§ I o3 Q:i 3LIJI &Z 1-UJ<Jzj LO <>3| SLy zy |Q Hi I |^^ PROJECT LOCATION ASHLAND, Wl STANDARD ABBREVIATIONS ABOVE FINISH FWORACOUSTtCALCEIUh'GTILEAD&mONALADJUSTABLEAHERNATEALUMINUMAWERtCAN DiSABIUTlES ACTAPPROXiMATELYARCHITECT BASEMENTBEARINGBtTUMiNOUSBLOCKfKGBOARDBOTTOM OFBRtCK COURSEBUILD^G CARPETCASMN-PtACECATCH BASINCE1UKQCOHER LINECERAMfCTtLECLD\R/ CLEARANCECLOSETCOLUMNCONCRETECONCRETE MASONRV UNfTCONSTRUCTIONCONTINUOUSCOMTRACTONCONTROL JOINTCOURSESCUBtC FOOT1AGE) A.F.F.ACT.AD&'L ADJ.ALT.ALUM.ADAAPPROX.ARCH. CLCJ.CUff. CLD.COLCONC,CMUCONST.CONT.CONTff.CJ.CRS. DiWENSiOMDiSPENSERDOUBLEDOWNDcw^srourDRAWING IS)DRINKING FOUNTAIN EACHELECTRICALELEVATIONENCLOSUREENSINEEREQUALEQUIPMEWEXHAUSTEXiSTlNSEXPANSfONEXPANSfON JOINTDtTERtOR FACE OFFEETRBRE-REINFORCED PIASTERRNISHHN15H FLOOR EL£VAT10NFlMiSH GRADEPRE ECTfffiUiSHERFiRE ECTNGUiSHER CABIN'ETFtKWREFiODRFlOOfflMSF&OT1KGroUMDATlON GALVANIZEDMUGEGENERAL CONTRACTORGLASS DIM.D!SPDBL EA.El£C.ELEV.ENCLENG.EQ.EQUIP.EXH.EXIST.EXP. EJ.DO. FLRO. FTG.FDN. GYPSUM BOARO HARDWAREHEATERHEAT1MG, VENTING, ANDAJR CON&mONtNGHBSHTHOLLOW COREHOLLOW METALHORIZONTALHOUR INCH[NCLUDfKQINFORMATIONINSULATIONIWERiOFtIMTER NATIONAL jAmrosJOINTjoisr LAMINATEDLAMfNATE VENEER LUMBERLAVATORYUGHHNOLUXURY VINYL PLANKLUXURY V1HYLTH-E MANUFACTURERh'ASOMRYOPENtNGhWERiAL^l'A\iMUMMECHANICALMEMSRANEMETALMfHIMUMMtSCELLANEOUSMOUFTTCD H&W.HTH.HVAC LVT MFR.M.O. f.wr.MAX.MECH.MEMB.MTLMjN.M!SC.MTD. MOMIh^LrWKOMBUSTIBLEKW APPLICABLEf.OTfN CONTRACTNOT TO SCALENUMBER OCCUPANT/ CCCUPAtfCYON CENTEROPEN1KOOfTOSHEOVERHEAD DOOR PA1MTPAINTEDPARTFTONPERFORATEDPIAST1C LAMINATEPLATEPOLniNYLCHLORIDEPOUNDS PER SQUARE FOOTPOUM&S PER SQUARE WWPRESERVATtVE TREATEDfflOPERW RQ'ffORCINGREQUlftEDRESfUENT FLOORINGRETURN AiRREVISIONROOF DRAINROOMROUGH OPENINGRUBBER SHEET SIMILARSLAB ON GRADESOUD CORESPECiRCATKWSSQUARESQUARE FOOT(AGE)STAWL£SS STEELSTAKDARDSTEELSTORAGESTREETSTRUCTURALSUSPEND (ED) THERMOPlASnC POLYOLEF1HTHICKNESSTILE BASETOP OFTRENCH DRAINTCPtCAL UNDENWRrTERSLABORATORIESUNIVERSAL DESIGNUNLESS NOTED OTtiERWISE VERIFY )N HELDVERTICALVINYL COMPOSmON T1LE WATER CLOSETWATERPROOF(1NG)WELDED WREFABRtCWINDOWwrmWTTtiOUTWOOD June 13, 2025 SSTLSTD.STLSTOR.24-3906 VJ.F.VERT.VCT. w.c.WP. W.V/.F.WDW.w/w/oWD. ATS It 1^ 'W K II '" '"•' I! j I ,iUN 132075 !" liaviii!l'li.:"./"fl""-)l)Ri'1 ir-———n--+ ^----tiF-bf-- NOTES: MiMMUM COWRETE COMPHESS^E STRENGTH = 4,000 PS1 <§' 28 DAYSREBAR TENSfLE STRD.QTH " 60,000 PSI (GRADE 60)ALL REINFORCEMEMTTO BE MINIMUM 3' INSIDE FACE OF COWRETE FOUNDATION PLAN SCALE: 3/16" = 1'-0" 0 <°Q mec co^t--T S"'!!.in zmS 01 3 Q- <:ciz130 os Q::s sUJIfczLUI § <J3 'Z.a .1 s8LU Z s IQ LUl t^)0| I )j\li June 13, 2026 24-3906 WlpHon I Dal A101 c~- ^si. mNs m -0 -®- o. ® \ Hi£jii mjJJJ Ill >^000 hj-t^u(p00) DESIGN &ENGINEERING www.csdesignengineering.com 2023 6th Street West. Ashland. Wl 54806 (715] 682-0330 \c^ RITOLA, INC. 61426 STORCK ROADMASON. Wl 54856 MEZZANINE PLAN CO MT1NWDS RIDGE VENT INSULATED STEEL SERVICE DOOR fT^TP)-t -COMT1NI STEEL ROORM3 CD CD CD CD --l~4/ 20U16' MSULATED STEEL-OVERHEAD DOOR fPTP) CZD CD CD CD DOOR BOUARD fTYP. OF 6)-SEE DETAIL 3/A100 \:n-^ Tl- /^L. 16'xl6- INSULATED STEEL-OVERHEAD DOOR rrvpj •PREF1MSHED METALDRIP EDGE ABOVEALL EJOOflS AND W1N[>OW5 ...EAV.EHEIG.hi.T,ELEV: 12C? -^- SQTI&M OF FCOTtNG -^- 'A!! il' I'Vi^ ^ % t:. ^ '! '• II v-'!.. ..-.,• iU)II jwn3ZUCJ De')'.rtiWiield ^- /-onl"9 >"'"1' SOUTH ELEVATION :OV SCALE: 1/4" = r.O" -CONTIMLIOUSRtDGEVENT INSU1ATED STEELSERVICE DOOR (TYP) •26 &OL EKAMELEDFUSHIMG OVER D<POSED EDGEOF tNSUL INSTALL IS" DOWN AND 30'HORtZONTAUOLTTStDE OF BUlLDfN'K FOOTPflirmWEST ELEVATION !01/ SCALE: 1/4" = 1'.0" g®0a:^ Is< Is or (f)z0I Ld —ILd ^11M S^ st i I £ & ZI-J-JJ goztCo ^ I ILU -7" S IQLUl °3^ June 13, 2025 24-3906 A201 CROSS SECTION ,300, SCALE: 1/4" = 1'-0" - FOR ItUERiOR BEARJNG WALLSUSE ir W!DE K 12- DEEP FOOTING6" COMCRETE SLAB j w/(2)-i»SBARSCONTtNUOUS@MIO-DEPTH OF SLAB INTERIOR GRADE BEAM DETAIL SCALE: 3/8" = 1'-0" ANCHOR BOLTS, PER.STEEL BUfLD!W3 MANUFACTURER,MIMtMUM1Z"EMBEDMEHT 6'CONCRETE SLAB..—t ,—cc»^ r^ 2* RIGID FOAM JMSUtATtON W/-26 GA. ENAVELED FLASHINGOVER EXPOSED EDGE, INSTALL24'OOWMANDZ-rHORtZOMTAL(OyTS)DEOF BUILDING FOOTPRINT)m^^&m^^,],,..^...;::-.--;.-..,^ CONTROL JOINT DETAIL 30Q/ SCALE: 3/8" = 1'-0" (7) S3 TOP & BOTTOM BARS, •CLASS . C tAP SPUCE 82'(4/A300) - 6" THICK REiNFORCED CONCRETE SLABwl ^ BARS® 18' O.C. EACH WAY, CEm-ERBARS iH SLAB & RUN TO EDGE OF SLAB,OVBt 6 Mil TOLY VWOR BARRIER6' WELL CW.PACTED SAND Fitt 2" RIGID FOAM (M5UIATION W/26 GA. EKAMELED FIASH!MGOVER EXPOSED EDOE. INSTAU.24" DO\W AND 24" HORIZOMTAL(OUTSIDE OF BUILDING FOOTPRSMT) - ONLY TOP PERIMETER BARSKWC STOP AMD NOT BECOWmUOUS UNDER THE FUTUREBASE PLATES -6-WELLCOWACTEDSANO FILL UNDEREMT1RE SLAB & GRADEBEAM y THICK REINFORCED CONCRETE SLABn/ #4 BARS @ 1B- O.C. EACH WW, CENTERBARS IN StAB & RUH TO EDGE OF SLAB,OVER 6 WL POLV VAPOR BARRIER6' WELL COMPACTED SAKO RLL OHLYTOP PERfMETER BARShWYSTOPAHONOTSECOm'lNUOUS UNDER THE FUTUREBASE PLATES 6- WELL COMPACTEDSAND FILL UMDERENTIRE SLAB & GRADEBEAM FOUNDATION DETAILS @ FRAMES SCALE: 3/4"r-o" FOUNDATION DETAILS @ FRAMES SCALE: 3/4" = r.O" 0 '4in511o§|E^ec: 0Ldco 05^»0ec0 oS <^1z s O^a (^» ~Z. s 00 0|UJ ZjQ LU^^ June 13, 2025 24-3906 wlplton I Dal A300