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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 ROAD MASON, Wl 54856 C&S DESiGN & ?GINEEfitNO, INC. 2023 6th STREETWEST ASHIAND,WI 54606 P: 715-682-0330 C&S DESIGN & ENGIMEEBIWi, INC. 2023 6th STOEET WEST A5HLAIJD, Wi 54E06 P; 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 SW V4 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 CODE 2015 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 OCCUPANTS 1&-1) = 200 GROSS SF/ OCC 5,897 / 200 ° 29 DCCUPAfHS [R~1 MF77.1 ° 7Rn^ / -100 = R nCCUPANTS 64 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 OCCUPANTS S-l = 38 OCCUPAW5 TOTAL = 84 OCCUPAms W.C. »1 PER x FEMALE, 1 PER X ^LE ° 2 LfNtSEX PROVIDED LAV, " 1 PER 100 FEMALE / MALE = 2 UNtSEX PROVIDED 0,F. = 1 PER 500 OCC = 1 BOTTLED WATER TOTALSTRUCWRAL LOADS; ROOF DEAD LOAD SUFER!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) BOpsf LOO 1.00 JLDO 42.00 psf MlHiMUM ROOF SKOW LOAD (PfTi): 42.00 psf UtTtMATEWIND SPEED; 115.00 mpil MOM. VffijD SPEED: 8& mph (IBC SECTtON 1609.3.1) SERVtCEABtUTf WHO SFEEO: 76 mph W!NID EXPOSURE CATEGORY: C SO;L BEARiFfG CAPACnV; CONCRETE COMP. STRENGTH: RBNFORCINSSTEEU 2,000 PSF tCLAV SAND FILL) 4,000 P51 @ 28 DAYS 60,000 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 DESCRIPTION A 8.500 SQUARE FOOT PREMANU FAC7UR ED STEEL BUILDING WILL BE CONSTRUCTED. THE BU)LDfW3 WILL CONTAIN A SHOP AREA PLUS ASSOCIATED OFFICE SPACE. 0 10gg ?|iid DC 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 FWOR ACOUSTtCALCEIUh'GTILE AD&mONAL ADJUSTABLE AHERNATE ALUMINUM AWERtCAN DiSABIUTlES ACT APPROXiMATELY ARCHITECT BASEMENT BEARING BtTUMiNOUS BLOCKfKG BOARD BOTTOM OFBRtCK COURSEBUILD^G CARPET CASMN-PtACECATCH BASIN CE1UKQ COHER LINE CERAMfCTtLE CLD\R/ CLEARANCE CLOSETCOLUMNCONCRETE CONCRETE MASONRV UNfT CONSTRUCTION CONTINUOUS COMTRACTON CONTROL JOINT COURSES CUBtC FOOT1AGE) A.F.F. ACT.AD&'L ADJ. ALT. ALUM. ADA APPROX. ARCH. CL CJ. CUff. CLD.COL CONC,CMU CONST. CONT. CONTff. CJ. CRS. DiWENSiOMDiSPENSER DOUBLE DOWN Dcw^srourDRAWING IS)DRINKING FOUNTAIN EACHELECTRICAL ELEVATION ENCLOSUREENSINEEREQUAL EQUIPMEW EXHAUST EXiSTlNS EXPANSfON EXPANSfON JOINT DtTERtOR FACE OF FEET RBRE-REINFORCED PIASTER RNISH HN15H FLOOR EL£VAT10N FlMiSH GRADE PRE ECTfffiUiSHER FiRE ECTNGUiSHER CABIN'ET FtKWRE FiODR FlOOfflMS F&OT1KG roUMDATlON GALVANIZED MUGE GENERAL CONTRACTOR GLASS DIM.D!SPDBL EA. El£C. ELEV.ENCL ENG. EQ. EQUIP. EXH. EXIST. EXP. EJ. DO. FLRO. FTG. FDN. GYPSUM BOARO HARDWARE HEATER HEAT1MG, VENTING, ANDAJR CON&mONtNG HBSHT HOLLOW CORE HOLLOW METALHORIZONTAL HOUR INCH[NCLUDfKQ INFORMATION INSULATION IWERiOFtIMTER NATIONAL jAmros JOINTjoisr LAMINATED LAMfNATE VENEER LUMBER LAVATORY UGHHNO LUXURY VINYL PLANK LUXURY V1HYLTH-E MANUFACTURER h'ASOMRYOPENtNG hWERiAL ^l'A\iMUM MECHANICAL MEMSRANE METALMfHIMUM MtSCELLANEOUS MOUFTTCD H&W. HTH.HVAC LVT MFR. M.O. f.wr. MAX. MECH. MEMB.MTL MjN. M!SC. MTD. MOMIh^L rWKOMBUSTIBLE KW APPLICABLE f.OTfN CONTRACT NOT TO SCALE NUMBER OCCUPANT/ CCCUPAtfCY ON CENTER OPEN1KO OfTOSHE OVERHEAD DOOR PA1MT PAINTED PARTFTON PERFORATED PIAST1C LAMINATE PLATE POLniNYLCHLORIDE POUNDS PER SQUARE FOOT POUM&S PER SQUARE WW PRESERVATtVE TREATED fflOPERW RQ'ffORCING REQUlftED RESfUENT FLOORING RETURN AiR REVISION ROOF DRAIN ROOM ROUGH OPENING RUBBER SHEET SIMILARSLAB ON GRADESOUD CORESPECiRCATKWS SQUARESQUARE FOOT(AGE)STAWL£SS STEEL STAKDARD STEEL STORAGE STREET STRUCTURAL SUSPEND (ED) THERMOPlASnC POLYOLEF1H THICKNESS TILE BASETOP OF TRENCH DRAIN TCPtCAL UNDENWRrTERS LABORATORIES UNIVERSAL DESIGN UNLESS NOTED OTtiERWISE VERIFY )N HELD VERTICAL VINYL COMPOSmON T1LE WATER CLOSET WATERPROOF(1NG) WELDED WREFABRtC WINDOW wrm WTTtiOUT WOOD June 13, 2025 SSTL STD.STL STOR.24-3906 VJ.F. VERT. VCT. w.c. WP. W.V/.F. WDW.w/w/o WD. 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 DAYS REBAR 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 sUJIfc zLUI § <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 ROAD MASON. 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 METAL DRIP EDGE ABOVE ALL 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 FOOTPflirm WEST 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 I QLUl °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 BARRIER 6' 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 FUTURE BASE PLATES -6-WELLCOWACTEDSANO FILL UNDER EMT1RE SLAB & GRADEBEAM y THICK REINFORCED CONCRETE SLAB n/ #4 BARS @ 1B- O.C. EACH WW, CENTERBARS IN StAB & RUH TO EDGE OF SLAB,OVER 6 WL POLV VAPOR BARRIER 6' WELL COMPACTED SAKO RLL OHLYTOP PERfMETER BARS hWYSTOPAHONOTSECOm'lNUOUS UNDER THE FUTUREBASE PLATES 6- WELL COMPACTEDSAND FILL UMDER ENTIRE 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