HomeMy WebLinkAboutCROWNE AT SUNIGA - PDP230007 - SUBMITTAL DOCUMENTS - ROUND 2 - ARCHITECTURAL DETAILSLAND USE TABLEEXISTING ZONINGMNN (MEDIUM DENSITY MIXED-USE NEIGHBORHOOD DISTRICT)AREA COVERAGEAREA (AC)NET#BUILDINGS / GARAGES #%%%PRIVATE DRIVES / ALLEYS # %OPEN SPACE / LANDSCAPE # %HARDSCAPE # %TOTAL GROSS COVERAGE# %FLOOR AREA RATIOAREA (SF)BUILDING AREA (BUILDINGS AND GARAGES 117,372 LOT AREA482,451.5%24%76%FLOOR AREA RATIO# 100%BUILDING HEIGHTFTBUILDING 100048-'6 1/2"STORIES3BUILDING 200037'-6" 3BUILDING 3000 37'- 7" 3BUILDING 400049'-7 1/2" 3BUILDING 500037'-7" 3BUILDING 600049'-10 1/2 3DWELLING UNIT TYPE UNITSONE BEDROOM 111BEDROOMS111TWO BEDROOM 123 246THREE BEDROOM 33 99DWELLING UNIT BREAKDOWN%41%46%12%LAND USE BREAKDOWNPARKINGREQUIREDPARKINGSTANDARDPROVIDEDCOVEREDPARRALLELHANDICAPGARAGE29988218381-BED 111 x 1.5 = 1672-BED 123 x 1.75 = 2163-BED 33 x 2 = 66 TOTAL PARKING REQ'D = 449PARKING REQUIRED454/26 = 1.69 SPACES/UNIT TOTAL PARKING 4541-BED = 1.5 SP / UNIT2-BED = 1.75 SP / UNIT3-BED = 2.00 SP / UNIT -----449449REQUIRED PROVIDEDTOTAL BICYCLE PARKINGENCLOSEDFIXED OUTSIDE271180271180%60%40%451 -100%269 DWELLING UNITS PER PER 11.08 ACRES = 24.3 UNITS PER ACRETOTAL267 456LEMAY AVECONIFER STE SUNIGA RD9TH STREETPROJECT SITEOWNERCARY LEVOWCROWNE PARTNERS, INC.505 NORTH 20TH STREET, SUITE 1150BIRMINGHAM, AL 35203(205) 328-3120ARCHITECTJASON R. SHEPARDDWELL DESIGN STUDIO, LLC 3655 BROOKSIDE PARKWAY, SUITE 150ALPHARETTA, GA 30022(770) 864-1035CIVILBLAINE MATHISONNORTHERN ENGINEERING301 N. HOWES STREET, SUITE 100FORT COLLINS, CO 80521(970) 221-4158MECHANICALJUSTIN WAITSPHILLIPS GRADICK ENGINEERING 8215 ROSWELL ROAD, SUITE 925ATLANTA, GA 30350(770) 407-7224ELECTRICALJUSTIN WAITSPHILLIPS GRADICK ENGINEERING 8215 ROSWELL ROAD, SUITE 925ATLANTA, GA 30350(770) 407-7224PLUMBINGJUSTIN WAITSPHILLIPS GRADICK ENGINEERING 8215 ROSWELL ROAD, SUITE 925ATLANTA, GA 30350(770) 407-7224STRUCTURALBRENT WRIGHTWRIGHT ENGINEERING7413 WHITESVILLE ROADCOLUMBUS, GA 31904(706) 507-0233LANDSCAPE/HARDSCAPE DESIGNTERRENCE HOAGLANDVIGNETTE STUDIOSPO BOX 1899FORT COLLINS, CO 80522(970) 472-9125INTERIORC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORTEAM MEMBERSPROJECT INFORMATIONPROJECT RENDERING VICINITY MAPCONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH APPLICABLE CODES OR STATUS WHETHER OR NOT SPECIFICALLY REFERENCED IN THE CONSTRUCTION DOCUMENTSTHE DRAWINGS FOR THIS PROJECT ARE THE PROPERTY OF DWELL DESIGN STUDIO, LLC. COPIES OF THE DRAWINGS MAY BE USED ONLY BY THE OWNER TO CONSTRUCT AND OCCUPY THIS PROJECT. NEITHER THE DRAWINGS NOR THE DESIGN INDICATED ON THE DRAWINGS MAY BE REPRODUCED NOR USED FOR ANY OTHER PROJECT OR PURPOSE. DWELL DESIGN STUDIO, LLC. ACCEPTS RESPONSIBILITY ONLY FOR THOSE DRAWINGS WHICH HAVE AN ORIGINAL SEAL, SIGNATURE, CONSTRUCTION ISSUE DATE, AND DATE OF FINAL REVISION FOR THE DRAWINGSREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:55:44 PM C:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA00.00MH/CS/JKGW2227501COVER SHEETCROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGECROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524CROWNESCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGNXSHEET INDEX - SDSHEETNUMBERSHEET NAMESCHEMATIC DESIGN SET - 06.01.2023GENERALA00.00 COVER SHEETXA00.06 GENERAL NOTESXA00.07 GENERAL NOTESXCODE DATAA00.11 BLDGS 1000, 2000 & 3000 - CODE DATA XA00.12 BLDGS 4000, 5000 & 6000 - CODE DATA XA00.15 UNIT MATRIXXA00.16 ARCHITECTURAL SITE PLAN XA00.17 PARTIAL ARCHITECTURAL SITE PLAN XA00.18 PARTIAL ARCHITECTURAL SITE PLAN XA00.21 FIRE APPARATUS PLANXARCHITECTURALA02.01 CARPORTS - PLANS AND ELEVATIONS XA05.00 ELEVATION MATERIAL LEGEND XA08.00 WINDOW SCHEDULEXA08.01 WINDOW DETAILSXA08.02 WINDOW DETAILSXA12.01 FLOOR PLANS - BUILDING 1000 XA12.02 FLOOR PLANS - BUILDING 1000 XA15.01 ELEVATIONS - BUILDING 1000 XA15.02 ELEVATIONS - BUILDING 1000 XA22.01 FLOOR PLANS - BUILDING 2000 XA22.02 FLOOR PLANS - BUILDING 2000 XA25.01 ELEVATIONS - BUILDING 2000 XA25.02 ELEVATIONS - BUILDING 2000 XA32.01 FLOOR PLANS - BUILDING 3000 XA35.01 ELEVATIONS - BUILDING 3000 XA35.02 ELEVATIONS - BUILDING 3000 XA42.01 FLOOR PLANS - BUILDING 4000 XA42.02 FLOOR PLANS - BUILDING 4000 XA45.01 ELEVATIONS - BUILDING 4000 XA45.02 ELEVATIONS - BUILDING 4000 XA52.01 FLOOR PLANS - BUILDING 5000 XA52.02 FLOOR PLANS - BUILDING 5000 XA55.01 ELEVATIONS - BUILDING 5000 XA55.02 ELEVATIONS - BUILDING 5000 XA62.01 FLOOR PLANS - BUILDING 6000 XA65.01 ELEVATIONS - BUILDING 6000 XA65.02 ELEVATIONS - BUILDING 6000 X• 2021 INTERNATIONAL BUILDING CODE (IBC), INCLUDING APPENDIX J, ISSUED BY THE INTERNATIONAL CODE COUNCIL (ICC)• 2018 INTERNATIONAL PLUMBING CODE(IPC)• 2021 INTERNATIONAL MECHANICAL CODE (IMC)• 2021 INTERNATIONAL FUEL GAS CODE (IFGC)• 2020 NATIONAL ELECTRICAL CODE (NEC), ISSUED BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)• 2021 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)• 2021 INTERNATIONAL FIRE CODE (IFC)• 2010 ADA STANDARDS• ICC A117.1-2009 'ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES' AS APPROVED 'SAFE HARBOR' IN ACCORDANCE WITH THE FAIR HOUSING ACT AND THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT (HUD)DATE DESCRIPTION REV
AB.ANCHOR BOLTABV.ABOVEACT.ACOUSTICAL TILEADH.ADHESIVEADJ. ADJUSTABLEA.F.FABOVE FINISH FLOORALUM.ALUMINUMALT.ALTERNATEAPPROX.APPROXIMATELYARCH.ARCHITECT/ARCHITECTURALASHP.ASPHALTAVG.AVERAGEBALC.BALCONYBD.BOARDBDRM.BEDROOMBLDG.BUILDINGBLKG.BLOCKINGBM. BEAMBRK.BREAKB.O.BOTTOM OFBRNG.BEARINGBSMT.BASEMENTB.T.U./HR.BRITISH THERMAL UNIT/OURBF.BI-FOLDC. CELSIUSCAB.CABINETC.F.M.CUBIC FEET OF AIR PER MINUTEC.I.P.CAST-IN-PLACEC.I.S.CONTINUOUS INSULATION SYSTEMC.J.CONTROL JOINTC.L.CENTER LINECLO.CLOSETCLG.CEILINGC.M.UCONCRETE MASONRY UNITCOL. COLUMNCOMP.COMPOSITIONCONC.CONCRETECONST.CONSTRUCTIONCONT.CONTINUOUSCORR.CORRIDORCPT.CARPETC.T.CERAMIC TILEDEG.DEGREED.F.DRINKING FOUNTAINDIA.DIAMETERDIM.DIMENSIONDN.DOWNDR.DOORD.S.DOWN SPOUTDWGS.DRAWINGSEA.EACHE.F.EXHAUST FANE.J.EXPANSION JOINTEL.ELEVATIONELEC.ELECTRICALELEV.ELEVATORE.O.C.END OF CARPETEQ.EQUALEQUIP.EQUIPMENTE.W.EACH WAYE.W.C.ELECTRICAL WATER COOLERE.W.HELECTRIC WATER HEATEREXIST.EXISTINGEXP.EXPANSIONEXT.EXTERIORF.FAHRENHEITFAB.FABRICATEF.A.CFIRE ALARM CABINETF.B.O.FURNISHED BY OTHERF.C.FIRE CODEF.D.FLOOR DRAINFDNFOUNDATIONF.E.FIRE EXTINGUISHERF.E.C.FIRE EXTINGUISHER CABINETF.F.FINISH FLOORF.F.E.FINISH FLOOR ELEVATIONFIN.FINISHFLASH.FLASHINGFLOUR.FLUORESCENTFLR.FLOORF.O.F.FACE OF FINISHF.P.FIRE PLACEF.P.M.FOOT/MINUTEFT.FOOT/FEETFTG.FOOTINGFURN.FURNISHEDFURR.FURRINGFMG.FRAMINGFR.FRAMEGALV.GALVANIZEDGA.GAUGEGEN.GENERALG.C.GENERAL CONTRACTORG.BGRAB BARGL.GLASSG.P.M.GALLONS PER MINUTEGR.GRADEGYPBD.GYPSUM BOARDHC.HANDICAPPEDHD. HT. HEAD HEIGHTHDR.HEADERHDW.HARDWAREH.M.HOLLOW METALHORIZ.HORIZONTALH.P.HORSE POWERHR.HOURHT.HEIGHTH.V.A.C.HEATING, VENTILATION, & AIR CONDITIONINGHWD.HARDWAREHZ.HERTZI.D.INSIDE DIAMETERIN.INCHINSUL.INSULATIONINT.INTERIORJAN.JANITORJB.JAMBJST.JOISTJT.JOINTKIT.KITCHENL.LIGHTLAM.LAMINATELAV.LAVATORYMAS.MASONRYMAT.MATERIALMAX.MAXIMUMM.C.MEDICINE CABINETM.D.MASONRY DIMENSIONM.D.O.MEDIUM DENSITY OVERLAYMECH.MECHANICALMFR.MANUFACTURERMIN.MINIMUMMISC.MISCELLANEOUSM.M.MOLDED MASONITEM.O.MASONRY OPENINGMTD.MOUNTEDMTLMETALM.W.W.T.METAL WITH WOOD TRIMN.NORTHNAT.NATURALN/ANOT APPLICABLEN.I.CNOT IN CONTRACTNO.NUMBERNOM.NOMINALN.T.SNOT TO SCALEO.C.ON CENTERO.C.E.WON CENTER EACH WAYO.D.OUTSIDE DIAMETERO.H.DOVER HEAD DOOROPG.OPENINGOPP.H.OPPOSITE HANDO.S.BORIENTED STRAND BOARDPR.PAIRPART.PARTITIONPC.PRE-CASTPL.PLATEPLAS.LAM.PLASTIC LAMINATE(PL.)PLYWD.PLYWOOD.PNT.PAINT(ED)PREFAB.PRE-FABRICATEDP.S.F.POUND PER SQUARE FOOTP.S.I.POUND PER SQUARE INCHP.T.PRESSURE TREATEDP.T.DPAPER TOWEL DISPENSERPVMT.PAVEMENTQ.T.QUARRY TILEQTY.QUANTITYR.RADIUS OR RISERR.D.ROOF DRAINR & SROD & SHELFRECPT.RECEPTIONREF.REFRIGERATORREINF.REINFORCINGREQ'DREQUIREDREV.REVISIONR.H.RIGHT HANDRM.ROOMR.O.ROUGH OPENINGR.O.WRIGHT OF WAYRSTRM.RESTROOMS.SPECIFIED OR SPECIFICATIONS.A.B.SOUND ATTENUATION BLANKETS.C.W.DSOLID CORE WOOD DOORSCHED.SCHEDULES.D.SOAP DISHSECT.SECTIONS.F.SQUARE FOOT.(FEET)S.F.E.SUB FLOOR ELEVATIONS.H.SHOWER HEADSHT.SHEETSIM.SIMILARSPEC.SPECIFICATIONSQ.SQUARES.R.SHOWER RODS.R.O.SHEET ROCK OPENINGS.T.CSOUND TRANSMISSION CLASSSTD.STANDARDSTL.STEELSTOR.STORAGESTRUC.STRUCTURALSUSP.SUSPENDEDT.THREAD, TILE OR TOPT.O.S.TOP OF SLABT/-TOP OF _T+GTONGUE AND GROOVET.C.TOP OF CURBT.B.TOWEL BARTEL.TELEPHONETEMP.TEMPERATURETHK.THICKTHR.THRESHOLDT.W.TOP OF WALLTYP.TYPICALU.L.UNDERWRITERS LABORATORIESU.N.OUNLESS NOTED OTHERWISEUR.URINALV.C.TVINYL COMPOSITION TILEVERTVERTICALVEST.VESTIBULEVIN.VINYLV.W.C.VINYL WALL COVERINGW.WEST OR WIDTHWD.WOODW.I.CWALK IN CLOSETWT.WEIGHTW.W.F.WELDED WIRE FABRICW.W.M.WELDED WIRE MESHW.W.W.T.WOOD WITH WOOD TRIM @AT&AND#POUND, NUMBEREARTHCONCRETESTEELCONCRETE MASONRYUNITSWOODFINISHESWOOD-CONTINUOUSWOOD-BLOCKINGINSULATION-BATTSPLYWOODBRICKGYPSUM-BOARDGRAVELALUMINUMINSULATION-RIGIDGLAZING(ELEVATION)INTERIOR ELEVATION MARKEREXTERIOR ELEVATION MARKERLEVEL HEADUNIT TAGSECTION MARKCENTERLINEENLARGED PLAN MARKNORTH ARROWB01DOOR TYPEW10WINDOW TYPEWALL TYPESTRUCTURAL GRIDLINE BUBBLEACCESSIBILITY SYMBOL WB1022A4-033421REFERENCE NUMBERA3-036785REFERENCE NUMBERSHEET NUMBERSHEET NUMBERA6-033REFERENCE NUMBERSIMILAR DETAILSHEET NUMBERSIM.NEWS2103BUILDING NUMBERFLOOR NUMBERUNIT NUMBERUNIT #SHEET #UNIT TYPESTOREFRONT TYPESF01A2-033REFERENCE NUMBERSIMILAR DETAILSHEET NUMBERSIM.55.50CLBUILDING CONTROL-GRID BUBBLEUNIT CENTERLINE BUBBLEDISCIPLINE:A -ARCHITECTUREA##-##BUILDING:0 -TYPICAL1 -BUILDING 10002 -BUILDING 20003 -BUILDING 30004 -BUILDING 40005 -BUILDING 50006 -BUILDING 6000SHEET SERIES:0 -TYPICAL1 -EDGE OF SLAB2 -FLOOR PLANS3 -ENLARGED PLANS4 -UNIT PLANS5 -ELEVATIONS6 -SECTONS7 -DETAILS8 -DOORS, WINDOWS, & STOREFRONTSHEET ORDERC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:55:47 PM C:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA00.06MH/CS/JK GW2227501GENERALNOTESCROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN XSYMBOLSGRAPHIC REPRESENTATIONABBREVIATIONSSHEET ORGANIZATION KEYDATE DESCRIPTION REV
OWNER1. THE OWNER SHALL OBTAIN AND PAY FOR THE GENERAL BUILDING PERMITS AND IMPACT FEES. THESE PERMITS SHALL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 2. THE OWNER SHALL APPROVE ALL MATERIAL FINISH AND COLOR SELECTIONS, VIA CONTRACTOR SUBMITTED SHOP DRAWINGS, PRIOR TO ORDERING AND INSTALLATION FOR ANY EQUIPMENT.3. THE OWNER SHALL COORDINATE AND SECURE AN AGREEMENT FOR ACCESS TO SITE CONSTRUCTION, STAGING AREA, AND STORAGE AREAS.CONTRACTOR1. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND OWNER, IN WRITING, AND SHALL HAVE RESOLVED AND DOCUMENTED, IN WRITING, PRIOR TO CONTINUING WITH THE WORK IN QUESTION IF THERE ARE:A. ANY ERRORS, OMISSIONS, DISCREPANCIES, CONFLICTS, OR INCONSISTENCIES ON THESE CONTRACT DOCUMENTS.B. ANY VARIATION OR AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/OR REQUIREMENTS.C. DISCREPANCIES AND/OR UNCERTAINTIES AS TO WHAT MATERIAL OR PRODUCT IS TO BE USED.2. THE CONTRACTOR SHALL NOT RELY SOLELY ON THE ELECTRONIC VERSIONS OF THE PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY THE LOCATION OF PROJECT FEATURE DIMENSIONS IN ACCORDANCE WITH THE HARD COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR:A. COORDINATION OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES REQUIRED FOR SAFE EXECUTION OF EFFICIENT AND ORDERLY INSTALLATION OF EACH PART OF WORK TO BE COMPLETED. B. INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.4. THE CONTRACTOR SHALL:A. OBTAIN AND PAY FOR ALL OTHER PERMITS, CERTIFICATIONS AND APPROVALS REQUIRED IN CONNECTION WITH ALL WORK UNDER CONTRACT DOCUMENTS THAT ARE NOT PROVIDED BY THE OWNER.B. SURVEY THE PROJECT AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS. VERIFY ALL SITE DIMENSIONS ON CIVIL DRAWINGS, EXISTING CONSTRUCTION GRADES AND UTILITIES ON PROJECT AT PROJECT SITE PRIOR TO BEGINNING PROJECT.C. EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS AND SCOPE OF WORK IN THEIR ENTIRETY. ALL ITEMS INDICATED ON ANY DRAWING SHALL BE INCLUDED AS A COMPLETE SYSTEM, UNLESS NOTED OTHERWISE.D. ALL COSTS SUBMITTED SHALL BE BASED ON THOROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED. E. INSURE THAT ALL AREAS ON THE ACCESSIBLE ROUTE THROUGHOUT THE SITE MEET THE REQUIREMENTS OF THE APPLICABLE ACCESSIBILITY CODES. COORDINATE BETWEEN CIVIL AND ARCHITECTURAL PLANS.F. VERIFY ALL DIMENSIONS IN THE FIELD, AND COORDINATE WORK BETWEEN ALL TRADES.G. PAINT ALL SURFACES WHICH REQUIRE PROTECTION FROM THE ELEMENTS WITH THE APPROPRIATE PAINT, INCLUDING NECESSARY PRIMER COATS AND BACK PRIMING.H. SEAL WITH THE APPROPRIATE TYPE OF SEALANT, AND FLASH AT ALL LOCATIONS NECESSARY TO PREVENT PENETRATION OF MOISTURE AT TRANSITIONS OF DISSIMILAR MATERIALS TO INCLUDE, BUT ARE NOT LIMITED TO:a. FLASHING:• CONTINUOUS 25 MIL MEMBRANE FLASHING TO ALL INSIDE AND OUTSIDE WALL CORNERS.• FLASHING SHALL BE INSTALLED AROUND ALL WINDOW OPENINGS, ROOF OPENINGS, AND AT THE INTERSECTION OF CHIMNEYS, WOOD CONSTRUCTION, AND FRAME WALLS. SEAL AND MAKE WEATHER-TIGHT.b. AIR IMPERMEABLE SEALANT:• CONTINUOUS AT ALL EXTERIOR JOINTS AROUND WINDOW FRAMES, DOOR FRAMES, BETWEEN WALL CAVITIES, BETWEEN WALL AND FOUNDATION, BETWEEN WALL AND ROOF, BETWEEN WALL AND PANELS, ALL PENETRATIONS AND UTILITIES THROUGH WALLS AND ROOFS, BETWEEN ALL DISSIMILAR MATERIALS, AND ALL OTHER OPENINGS IN BUILDING ENVELOPE.• PLUMBING & WIRING PENETRATIONS IN ENVELOPE.• SOLE PLATES AT EXTERIOR SLAB ON GRADEc. WEATHERSTRIP:• CONTINUOUS AT ALL EXTERIOR DOORS & WINDOWS.• CONTINUOUS AT ALL ATTIC ACCESSES IN CONDITIONED AREAS.• CONTINUOUS AT INTERIOR DOOR OPENINGS INTO UNTREATED SPACE.d. ALL EXTERIOR WORK SHALL BE INSTALLED IN WEATHER TIGHT MANNER AS REQUIRED.I. EMPLOY, AS REQUIRED BY GOVERNING AUTHORITIES, AN APPROVED TESTING LABORATORY TO MAKE ALL TESTS FOR CONCRETE, SOIL COMPACTION AND WELDING TO INSURE COMPLIANCE WITH PLANS, STANDARDS AND CODES. REFER TO CONCRETE SPECIFICATION FOR FREQUENCY OF TESTING REQUIRED. THESE COSTS SHALL BE INCLUDED IN THE CONTRACT.J. FIELD VERIFY ALL ROUGH OPENINGS.K. FULLY GUARANTEE THE WORK AND EQUIPMENT FOR ONE (1) YEAR FROM THE DATE OF FINAL PAYMENT AND ACCEPTANCE FROM ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS.L. REMOVE RUBBISH FROM PREMISES AS OFTEN AS NECESSARY OR AS DIRECTED. ALL WORK AND EQUIPMENT SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER BEFORE TURNING SAME OVER TO THE OWNER.M. INSPECT, REPAIR AND PREPARE FLOORS AS REQUIRED TO PROVIDE A SATISFACTORY SUB-FLOOR FOR FLOOR FINISH MATERIALS. SATISFACTORY SUB-FLOOR IS DEFINED AS A SURFACE THAT IS FREE FROM CRACKS, HOLES, RIDGES, COATINGS, OR DEFECTS THAT WOULD PREVENT ADHESIVE BOND OR IMPAIR PERFORMANCE OR APPEARANCE OF FINISHED MATERIALS.N. UPON COMPLETION OF THE WORK, REMOVE ALL TOOLS, EQUIPMENT, TEMPORARY PROTECTION, AND EXCESS MATERIALS FROM THE SITE. CLEAN / POLISH ALL HARDWARE AND FIXTURES. CLEAN / REMOVE ALL PAINT DRIPS / SPLATTERS AND STAINS. REMOVE ALL APPLIANCE PROTECTIONS AND LEAVE INTERIOR AREAS BROOM CLEAN, FREE OF STAINS, FILM AND FOREIGN SUBSTANCES.O. BRING TO THE ATTENTION OF THE OWNER ANY MATERIAL SUSPECTED OF BEING HAZARDOUS WHILE ENCOUNTERED DURING EXECUTION OF THE WORK. A DETERMINATION WILL BE MADE BY THE OWNER AS TO WHETHER THE CONTRACTOR SHALL PERFORM TESTS TO DETERMINE IF THE MATERIAL IS HAZARDOUS.5. THE CONTRACTOR SHALL PROVIDE AND INSTALL:A. ALL NECESSARY FLASHING INCLUDING (BUT NOT LIMITED TO) THROUGH FLASHING, STEP FLASHING, COUNTER FLASHING, CAP FLASHING, BASE FLASHING, AND FLEXIBLE FLASHING, WHERE NECESSARY, TO ENSURE A WATER TIGHT BUILDING.B. CONTINUOUS METAL CORNER BEADS AT ALL GYPSUM BOARD EXTERIOR CORNERS FROM FLOOR TO CEILING. C. CONTINUOUS METAL 'L' BEADS AT ALL EXPOSED GYPSUM BOARD EDGES FROM FLOOR TO CEILING. D. ALL LOCKING DEVICES, SECURITY DEVICES, AND GLASS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS AND REQUIREMENTS.E. AN INSULATION AND VAPOR BARRIER THAT IS CONTINUOUS AT WALLS, CEILINGS, AND FLOOR SURFACES AT ALL OCCUPIED SPACES EXPOSED TO NON-TEMPERED AREAS.6. THE CONTRACTOR SHALL PROTECT:A. MATERIALS WHICH ARE SENSITIVE TO DETERIORATION.B. THE REQUIRED PROTECTION OVER SHEAR WALLS AT ALL RATED WALLS AS APPROVED BY THE BUILDING OFFICIAL.C. ALL EXISTING TREES, AS NOTED TO REMAIN ON CIVIL PLANS, SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION BY BOXING OR OTHER OWNER APPROVED MEANS.D. ALL EXISTING WORK, UTILITIES, CONDUIT, PIPING, EQUIPMENT, AND/OR ADJACENT AREAS NOT SHOWN TO BE ALTERED OR REMOVED FROM DAMAGE DURING EXECUTION OF THE WORK. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE FOR, AND SHALL REPAIR TO EXISTING CONDITIONS, DAMAGE TO EXISTING CONSTRUCTION, EQUIPMENT, OR IMPROVEMENTS NOT INDICATED IN THE DRAWINGS SPECIFICATIONS TO RECEIVE ALTERATIONS, ADDITIONS, OR REMOVAL.E. EXISTING SURFACE STREET AND SURFACE PARKING AREAS IN A CLEAN CONDITION AND PROVIDE ADEQUATE MEANS TO CLEAN TRUCKS AND OTHER EQUIPMENT.7. THE CONTRACTOR SHALL PROVIDE FULL SCALE, WOOD FRAMED MOCK-UP WITH ACCURATE DETAILS OF CONSTRUCTION. THE APPROXIMATE SIZE SHALL BE: 20' LONG X 10' HIGH.A. MOCK UP SHALL INCLUDE: 1 DOOR, 2 WINDOWS, CEMENTITIOUS PANEL, BRICK, METAL PANEL, METAL RAILING, ROOF MATERIAL.B. THE LOCATION OF THE MOCK-UP ON THE SITE TO BE APPROVED BY OWNER AND CONTRACTOR.GENERAL1. THERE SHALL BE NO DEVIATION FROM SPECIFICATIONS WITHOUT THE WRITTEN APPROVAL OF THE OWNER, ARCHITECT, AND/OR ENGINEER2. QUANTITIES INDICATED ON THE PLANS ARE PROVIDED FOR THE BENEFIT OF THE CONTRACTOR, BUT SHOULD NOT BE ASSUMED TO ALWAYS BE CORRECT. IN THE EVENT OF DISCREPANCY, THE PLAN TAKES PRECEDENCE OVER THE QUANTITY INDICATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY CALCULATIONS AND THE LIABILITY PERTAINING TO THOSE QUANTITIES AND ANY OTHER RELATED CONTRACT DOCUMENTS AND/OR PRICE QUOTATIONS3. “TYPICAL”MEANS THE REFERENCED DETAIL SHALL APPLY FOR ALL SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.4. ALL MATERIALS SHALL BE NEW AND SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR RECOMMENDATIONS.5. ROOFING SHALL BE CLASS -B OR BETTER, INSTALL PER MANUFACTURER'S RECOMMENDATIONS.6. INSULATE ALL EXTERIOR WALLS & CONDITIONED SPACES W/ KRAFT FACED FIBERGLASS, UNLESS NOTED OTHERWISE, INSULATION. FRICTION FIT IS NOT ACCEPTABLE TO MEET REQUIRED ENERGY EFFICIENCY STANDARD.7. FIELD MODIFICATION TO WORK IN PLACE MUST COMPLY WITH THE CUTTING AND PATCHING REQUIREMENTS. 8. GYPSUM WALL BOARD SHALL BE:A. INSTALLED IN CONFORMANCE WITH THE GYPSUM ASSOCIATION'S RECOMMENDED PRACTICES FOR THICKNESS, NAILING, TAPING, AND STUD SPACING. B. 5/8" TYPE "X" MADE IN USA. WITH MATERIAL SOURCE IN THE U.S.A.C. WATER-RESISTANT GYPSUM BOARD AT KITCHEN/TOILET BACKSPLASHES, AND LAUNDRY WET WALLS.9. FILL ALL CONTROL JOINTS WITH TRAFFIC SEALANT AND EXPANSION JOINTS WITH EXPANSION JOINT SYSTEM IN PARKING DECK 10. SIZE AND LOCATION OF ALL FLOOR OPENINGS TO BE VERIFIED WITH TRADE AFFECTED BEFORE WORK. PATCH AND SEAL ALL PENETRATIONS IN FLOOR TO COMPLY WITH APPLICABLE BUILDING AND/ OR FIRE CODES.11. MAXIMUM FLAME SPREAD RATING ON ALL INTERIOR FINISH MATERIALS SHALL NOT BE GREATER THAN THE REQUIREMENTS SPECIFIED IN IBC & NFPA 101.SITE1. ALL SITEWORK AND LANDSCAPING SHALL BE ESTABLISHED AND DESIGNED BY OTHERS (THAN THE ARCHITECT).2. ALL WORK AND EQUIPMENT SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER BEFORE TURNING SAME OVER TO OWNER.3. STORE MATERIALS IN SPACES DESIGNATED BY OWNER.4. REFER TO CIVIL DRAWINGS FOR DIMENSIONAL CONTROL PLAN AND GRADING, FIRE HYDRANT LOCATIONS, AND CURB CUTS.5. REFER TO LANDSCAPING DRAWINGS FOR LOCATION OF SIDEWALKS AND DETAILS.6. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR SITE DETAILS.7. REFER TO ELECTRICAL AND LANDSCAPING DRAWINGS FOR EXTERIOR BUILDING LIGHTING AND TRANSFORMER LOCATIONS.STRUCTURAL / FRAMING1. DIMENSIONS:A. ALL DIMENSIONS ON PLANS ARE TO FACE OF STRUCTURE/STUD UNLESS OTHERWISE NOTED.B. ALL ANGLED WALLS ARE 45 DEGREES UNLESS NOTED OTHERWISE.C. DOOR LOCATIONS NOT DIMENSIONED SHALL BE LOCATED AT MIDPOINT OF WALL OR 4" CLEAR OF ROOM, FROM ADJACENT WALL CORNER, TYPICAL IF CLEARANCE ALLOWS.D. DOORS AND WINDOWS ARE DIMENSIONED TO THE CENTERLINE OF THE ELEMENT U.N.O.2. STRUCTURAL AND FIRE RESISTIVE INTEGRITY IS TO BE MAINTAINED AT ALL PENETRATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF GOVERNING CODES AND AUTHORITIES.3. SEE STRUCTURAL DRAWINGS FOR SHEAR WALL & NAILING PATTERN TABLE FOR GYPSUM WALL BOARD.4. WIND BRACE WALLS PER STRUCTURAL DRAWINGS AND PER BUILDING-CODE.5. FLOOR TOLERANCE: IN LAYING OUT AND DETAILING THE WORK TO BE COMPLETED CONSIDERATION SHALL BE GIVEN TO VARIATIONS IN THE FLOOR LEVEL RESULTING FROM CONSTRUCTION QUALITY AND LIVE AND DEAD LOADS IMPOSED ON THE STRUCTURE. FIELD VERIFICATION SHALL BE MADE OF CONDITIONS TO VERIFY CONSTRUCTION TOLERANCES.6. ALIGNMENT OF DOOR HEADS AND OTHER HORIZONTAL ELEMENTS SHALL BE MAINTAINED AT A CONSTANT LEVEL AND SHALL NOT FOLLOW VARIATIONS IN FLOOR PLANE.7. ALL WOOD SILLS IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED AND HAVE A CONTINUOUS SILL SEALER. PROVIDE TERMITE SHIELDS AT CONCEALED UNDER FLOOR SPACES. 8. ALL CHIMNEYS SHALL TERMINATE 2'-0" MINIMUM HEIGHT ABOVE A POINT MEASURED 10'-0 HORIZONTALLY FROM THE NEAREST BUILDING OR ROOF.9. LUMBER / WALLS:A. COORDINATE LOCATION, CONSTRUCTION AND DETAIL OF LOAD BEARING WALLS BEFORE WORKB. ALL LUMBER SHALL BE GRADE MARKED.C. O.S.B. IS AN ACCEPTABLE SUBSTITUTE FOR PLYWOOD EXCEPT WHERE SPECIFIED BY STRUCTURAL ENGINEER.D. STUD WALLS ARE DIMENSIONED 3-1/2", 5-1/2", OR 7-1/4", UNLESS NOTED OTHERWISE.E. PARTY WALLS ARE DIMENSIONED 8" (3-1/2" + 1" + 3-1/2")F. PLUMBING WALLS SHALL BE FRAMED WITH 2X6 OR 2X8 STUDS, UNLESS NOTED OTHERWISE.G. REFER TO UNIT PLANS FOR LOCATION OF 2X6 WALLS. H. REFER TO STRUCTURAL DRAWINGS FOR UNUSUAL OR SPECIAL FRAMING CONDITIONS I. WATER RESISTANT 1/2" CERAMIC TILE BACK BOARD SHALL BE INSTALL IN BOTH TUB AND SHOWER SURROUNDS, UNLESS NOTED OTHERWISE. J. ALL PENETRATIONS IN GYPSUM DRYWALL CONSTRUCTION SHALL BE SEALED WITH JOINT COMPOUND OR APPROVED ACOUSTICAL SEALANT TO PREVENT SOUND LEAKAGE.K. ALL CAVITY OR CONCEALED SPACES SHALL BE DRAFT STOPPED & FIRE BLOCKED.PROVIDE BLOCKING FOR ALL CABINETS, CEILING FANS, AND BATH ACCESSORIES. INCLUDE BLOCKING FOR GRAB BARS AT ALL LOCATIONS.10. PATIOS AND BALCONIES SHALL BE SLOPED MIN. 1/4" PER 1'-0"" IN DIRECTION INDICATED OR TO OUTERMOST EDGE OF BUILDING STRUCTURE.11. ALL EXPOSED MATERIALS FOR BALCONIES, PATIOS, SOFFITS, OVERHANGS ETC. SHALL BE APPROVED EXTERIOR GRADE.12. BALCONY AND PATIO SUPPORTS VARY ACCORDING TO THE EXTERIOR ELEVATIONS. SEE ELEVATIONS FOR LOCATION OF BRICK PIER, STONE PIER, POLY COLUMN OR RAILINGS AT BALCONIES.13. PROVIDE GALVANIZED METAL ANCHOR FOR WOOD POSTS BEARING DOWN ON CONCRETE SLABS, UNLESS NOTED OTHERWISE.14. ALL CONCRETE WORK SHALL CONFORM TO ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND THAT DESIGN IS BASED ON ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE”AND ACI 318.1. “CONCRETE TEST REPORTS”WILL BE AVAILABLE ON JOB SITE IN CONSTRUCTION TRAILER.15. ALL FRAMING TO BE IN CONFORMANCE WITH THE NATIONAL FOREST PRODUCTS "MANUAL FOR HOUSE FRAMING."16. FIREBLOCKING SHALL BE PROVIDED TO FORM EFFECTIVE FIRE BARRIERS BETWEEN STORIES AND BETWEEN A STORY AND ROOF SPACE. WHERE FIREBLOCKS ARE WOOD, THEY SHALL NOT BE LESS THAN A NOMINAL TWO INCHES IN THICKNESS. FIRESTOPS SHALL BE LOCATED IN EXTERIOR AND INTERIOR WALLS, PARTITIONS AT CEILING AND FLOOR LEVELS.MECHANICAL, ELECTRICAL, AND PLUMBING1. ALL PLUMBING CHASES ARE TO EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE, UNLESS NOTED OTHERWISE.2. WHERE ELECTRICAL, MECHANICAL, AND/OR OTHER WALL MOUNTED DEVICES OCCUR AT THE SAME LOCATION BUT DIFFERENT HEIGHTS, THEY SHALL BE CENTERED ABOVE EACH OTHER.3. WATER SERVICE SHALL NOT BE PLACED IN CONCEALED SPACES OUTSIDE OF THE CONDITIONED BUILDING ENVELOPE (BREEZEWAY OR PATIO FLOOR SPACES OR ATTICS).4. PENETRATIONS AND FIXTURES TO ALIGN VERTICALLY FROM FLOOR TO FLOOR.5. PROVIDE SUPPORT/REINFORCEMENT TO ACCOMMODATE WALL MOUNTED EQUIPMENT INCLUDING SUPPORT OF FUTURE GRAB BARS IN ALL BATHROOMS AS REQUIRED BY ADA AND/OR FAIR HOUSING ACT.6. COORDINATE LOCATION AND/OR ELEVATION OF FLOOR DRAINS, REGISTERS, GRILLES, LOUVERS CONVECTORS, PANELS, ETC. WITH MECHANICAL AND ELECTRICAL CONTRACTORS7. FIRE PROTECTION SYSTEM SHALL BE DESIGNED BY THE FIRE PROTECTION CONTRACTOR.A. PROVIDE COMPLETE DESIGN AND SHOP DRAWINGS FOR FIRE SPRINKLER SYSTEM.B. PROVIDE FOR ALL STATE AND LOCAL SUBMITTALS AND/OR APPROVALS FOR QUICK RESPONSE SPRINKLER SYSTEM.C. ALL SPRINKLER PIPING SUBJECT TO FREEZING SHALL BE DRY-TYPE SYSTEMS WHERE PERMITTED.8. VENT DRYERS TO OUTSIDE. SEE MECHANICAL DRAWINGS.9. ALL OUTLETS @ KITCHEN SINK & BATH LAVATORY COUNTERS TO BE GFCI.10. MECHANICAL DUCTWORK TO BE SEPARATED FROM ELECTRICAL PANELS.11. SMOKE DETECTORS SHALL NOT BE PLACED IN FRONT OF EXHAUST GRILLS.12. SMOKE DETECTORS SHALL BE CONTINUOUSLY BE POWERED BY BUILDING ELECTRICAL SYSTEM AND INSTALLED IN ACCORDANCE WITH NFPA AND IBC W/ BATTERY BACK UP.CODE1. THE CONTRACTOR SHALL MEET:A. ALL REQUIREMENTS OF THE BUILDING CODE AND FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, AND REQUIREMENTS, EVEN IF IT REQUIRES LABOR AND/OR MATERIALS NOT INDICATED ON PLANS.B. ALL LAWS, ORDINANCES, RULES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION.C. ALL WORK PERFORMED UNDER, AND IN CONNECTION WITH THESE DRAWINGS SHALL BE IN STRICT COMPLIANCE WITH THE LATEST O.S.H.A SAFETY AND HEALTH STANDARDS.D. OPERATING FEATURES SHALL COMPLY WITH IBC AND NFPA WHILE BUILDING IS UNDER CONSTRUCTION.E. ALL INSTALLED SIGNAGE TO COMPLY WITH 2010 ADA SECTIONS 216 AND 703.2. PROVIDE ACCESS PANELS AS MANDATED BY LOCAL GOVERNING AUTHORITIES.3. PROJECT SITE, BUILDINGS AND UNITS SHALL MEET OR EXCEED THE FAIR HOUSING ACCESSIBILITY GUIDELINES AS PUBLISHED IN THE FEDERAL REGISTER VOLUME 56, NUMBER 44, ON MARCH 6, 1991. THE FOLLOWING ARE ADDRESSED IN MEETING THE GUIDELINES:A. ACCESSIBLE ENTRANCES/ ACCESSIBLE ROUTES.B. PUBLIC AND COMMON AREAS MEETING ADA/ANSI AND ADA TITLE II REQUIREMENTSC. USABLE DOORS D. ACCESSIBLE ROUTE INTO AND THROUGH THE COVERED UNIT E. LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTAT, AND ENVIRONMENTAL LOCATIONSF. GRAB BAR REINFORCEMENT LOCATIONS.G. USABLE BATHROOMS AND KITCHENS.4. ALL HANDICAPPED RAMPS SHALL BE BROOM FINISHED PERPENDICULAR TO SLOPE. SLOPE RAMPS AT 1:12 (MAX).5. NO FRAMING AT ANY TIME IS TO BE CONCEALED PRIOR TO INSPECTION BY GOVERNING AUTHORITIES 6. WHILE BUILDING IS UNDER CONSTRUCTION, OPERATING FEATURES SHALL COMPLY WITH IBC CHAPTER 33 & NFPA 241. C dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:55:48 PM C:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA00.07MH/CS/JK GW2227501GENERALNOTESCROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN XDATE DESCRIPTION REV
21,228 SFArea21,498 SFArea12,626 SFAreaC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:56:02 PM C:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA00.11MH/CS/JK GW2227501BLDGS 1000,2000 & 3000 -CODE DATACROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN XBUILDING CODE DATABUILDING IDENTIFICATION :BUILDING OCCUPANCY CLASSIFICATION :AREA ALLOWED PER FLOOR (PER 503):TYPE OF CONSTRUCTION :BUILDING HEIGHT ALLOWANCE (PER 503 & 504.3):BUILDING HEIGHT PROVIDED :NUMBER OF STORIES ALLOWED (PER 503 & 504.4):NUMBER OF STORIES PROVIDED :FIRE RATING :SHAFT ENCLOSURES GREATER THAN 3 STORIES (PER 713.4):MIXED OCCUPANCY SEPARATION (PER 508.4):INTERIOR BEARING WALLS (PER 601):EXT. BEARING WALLS (PER 601):EXT. NON-BEARING WALLS: LESS THAN 30' SEPARATION (PER 602):CORRIDOR WALLS (PER 1020.1):ELEVATOR SHAFT WALLS (PER 713.4):REFUSE CHUTE SHAFT WALLS AND TERMINATION ROOM (PER 713.13):REFUSE ACCESS AND ROOMS (PER 713.13):FLOOR / CEILING CONSTRUCTION (PER 601):ROOF CEILING CONSTRUCTION (PER 601):PRIMARY STRUCTURAL FRAME (PER 601):INTERIOR NON-BEARING WALLS (PER 601):WALLS AND PARTITIONSOPENING PROTECTIONFIRE WALLS (PER 706.4):STAIRS :STAIR WIDTH (PER 1009.1):ELEVATOR LOBBIESREQUIRED (PER 708.14.1 EXCEPTION 4):FLOOR LOCATIONS:FIRE PROTECTION SYSTEMSPRINKLER SYSTEM PROVIDED (PER 903.3.1.1):STANDPIPES REQUIRED (PER 905):FIRE EXTINGUISHERS (PER 906):EXITS REQUIREDBUILDING EXITS (PER 1021.1):HORIZONTAL EXITS (PER 1025):TRAVEL DISTANCE (PER 1016.2):DEAD END CORRIDOR (PER 1018.4 EXCEPTION 2):UNITS OF EGRESS (PER 1005.1):CORRIDOR WIDTH = .20 PER OCCUPANTROOF ACCESSROOF ACCESS PROVIDED:ATTIC VENTILATIONATTIC VENTILATION REQUIRED (PER 1203.2):ATTIC VENTILATION TYPE:STAIR WIDTH = .30 PER OCCUPANTEXT. NON-BEARING WALLS: GREATER THAN 30' SEPARATION (PER 602):AREA PROVIDEDSQ.FT. INCREASE ALLOWED BY AREA MODIFICATIONS(PER 506)MIN. REQUIRED: 44"BLDG 1000R-236000 SQ.FT.VA70' -0"49' -9 1/2"431 HOUR1 HOUR1 HOUR0 HOUR30 MINN/AN/A1 HOUR1 HOUR1 HOUR1 HOUR1 HOURN/AMIN. PROVIDED 48"N/AN/ANFPA 13NOPROVIDED ALONG CORRIDOR, 75'-0" MAXIMUM DISTANCEPER FLOOR: 3N/A50'-0" ALLOWEDNOPASSIVEYESN/A1N/A3/4 HOUR---20 MINN/AN/AN/A0 HOUR-1 HOUR21,232 SQ FT (PER FLOOR)250'-0"N/A1" = 30'-0"1LEVEL 1 - BLDG 1000BUILDING CODE DATABUILDING IDENTIFICATION :BUILDING OCCUPANCY CLASSIFICATION :AREA ALLOWED PER FLOOR (PER 503):TYPE OF CONSTRUCTION :BUILDING HEIGHT ALLOWANCE (PER 503 & 504.3):BUILDING HEIGHT PROVIDED :NUMBER OF STORIES ALLOWED (PER 503 & 504.4):NUMBER OF STORIES PROVIDED :FIRE RATING :SHAFT ENCLOSURES GREATER THAN 3 STORIES (PER 713.4):MIXED OCCUPANCY SEPARATION (PER 508.4):INTERIOR BEARING WALLS (PER 601):EXT. BEARING WALLS (PER 601):EXT. NON-BEARING WALLS: LESS THAN 30' SEPARATION (PER 602):CORRIDOR WALLS (PER 1020.1):ELEVATOR SHAFT WALLS (PER 713.4):REFUSE CHUTE SHAFT WALLS AND TERMINATION ROOM (PER 713.13):REFUSE ACCESS AND ROOMS (PER 713.13):FLOOR / CEILING CONSTRUCTION (PER 601):ROOF CEILING CONSTRUCTION (PER 601):PRIMARY STRUCTURAL FRAME (PER 601):INTERIOR NON-BEARING WALLS (PER 601):WALLS AND PARTITIONSOPENING PROTECTIONFIRE WALLS (PER 706.4):STAIRS :STAIR WIDTH (PER 1009.1):ELEVATOR LOBBIESREQUIRED (PER 708.14.1 EXCEPTION 4):FLOOR LOCATIONS:FIRE PROTECTION SYSTEMSPRINKLER SYSTEM PROVIDED (PER 903.3.1.1):STANDPIPES REQUIRED (PER 905):FIRE EXTINGUISHERS (PER 906):EXITS REQUIREDBUILDING EXITS (PER 1021.1):HORIZONTAL EXITS (PER 1025):TRAVEL DISTANCE (PER 1016.2):DEAD END CORRIDOR (PER 1018.4 EXCEPTION 2):UNITS OF EGRESS (PER 1005.1):CORRIDOR WIDTH = .20 PER OCCUPANTROOF ACCESSROOF ACCESS PROVIDED:ATTIC VENTILATIONATTIC VENTILATION REQUIRED (PER 1203.2):ATTIC VENTILATION TYPE:STAIR WIDTH = .30 PER OCCUPANTEXT. NON-BEARING WALLS: GREATER THAN 30' SEPARATION (PER 602):AREA PROVIDEDSQ.FT. INCREASE ALLOWED BY AREA MODIFICATIONS(PER 506)MIN. REQUIRED: 44"BLDG 2000R-236000 SQ.FT.VA70' -0"37' -6 1/4"431 HOUR1 HOUR1 HOUR0 HOUR30 MINN/AN/A1 HOUR1 HOUR1 HOUR1 HOUR1 HOURN/AMIN. PROVIDED 48"N/AN/ANFPA 13NOPROVIDED ALONG CORRIDOR, 75'-0" MAXIMUM DISTANCEPER FLOOR: 3N/A50'-0" ALLOWEDNOPASSIVEYESN/A1N/A3/4 HOUR---20 MINN/AN/AN/A0 HOUR-1 HOUR21,500 SQ FT (PER FLOOR)250'-0"N/A1" = 30'-0"2LEVEL 1 - BLDG 2000BUILDING CODE DATABUILDING IDENTIFICATION :BUILDING OCCUPANCY CLASSIFICATION :AREA ALLOWED PER FLOOR (PER 503):TYPE OF CONSTRUCTION :BUILDING HEIGHT ALLOWANCE (PER 503 & 504.3):BUILDING HEIGHT PROVIDED :NUMBER OF STORIES ALLOWED (PER 503 & 504.4):NUMBER OF STORIES PROVIDED :FIRE RATING :SHAFT ENCLOSURES GREATER THAN 3 STORIES (PER 713.4):MIXED OCCUPANCY SEPARATION (PER 508.4):INTERIOR BEARING WALLS (PER 601):EXT. BEARING WALLS (PER 601):EXT. NON-BEARING WALLS: LESS THAN 30' SEPARATION (PER 602):CORRIDOR WALLS (PER 1020.1):ELEVATOR SHAFT WALLS (PER 713.4):REFUSE CHUTE SHAFT WALLS AND TERMINATION ROOM (PER 713.13):REFUSE ACCESS AND ROOMS (PER 713.13):FLOOR / CEILING CONSTRUCTION (PER 601):ROOF CEILING CONSTRUCTION (PER 601):PRIMARY STRUCTURAL FRAME (PER 601):INTERIOR NON-BEARING WALLS (PER 601):WALLS AND PARTITIONSOPENING PROTECTIONFIRE WALLS (PER 706.4):STAIRS :STAIR WIDTH (PER 1009.1):ELEVATOR LOBBIESREQUIRED (PER 708.14.1 EXCEPTION 4):FLOOR LOCATIONS:FIRE PROTECTION SYSTEMSPRINKLER SYSTEM PROVIDED (PER 903.3.1.1):STANDPIPES REQUIRED (PER 905):FIRE EXTINGUISHERS (PER 906):EXITS REQUIREDBUILDING EXITS (PER 1021.1):HORIZONTAL EXITS (PER 1025):TRAVEL DISTANCE (PER 1016.2):DEAD END CORRIDOR (PER 1018.4 EXCEPTION 2):UNITS OF EGRESS (PER 1005.1):CORRIDOR WIDTH = .20 PER OCCUPANTROOF ACCESSROOF ACCESS PROVIDED:ATTIC VENTILATIONATTIC VENTILATION REQUIRED (PER 1203.2):ATTIC VENTILATION TYPE:STAIR WIDTH = .30 PER OCCUPANTEXT. NON-BEARING WALLS: GREATER THAN 30' SEPARATION (PER 602):AREA PROVIDEDSQ.FT. INCREASE ALLOWED BY AREA MODIFICATIONS(PER 506)MIN. REQUIRED: 44"BLDG 3000R-236000 SQ.FT.VA70' -0"36' -8 3/4"431 HOUR1 HOUR1 HOUR0 HOUR30 MINN/AN/A1 HOUR1 HOUR1 HOUR1 HOUR1 HOURN/AMIN. PROVIDED 48"N/AN/ANFPA 13NOPROVIDED ALONG CORRIDOR, 75'-0" MAXIMUM DISTANCEPER FLOOR: 3N/A50'-0" ALLOWEDNOPASSIVEYESN/A1N/A3/4 HOUR---20 MINN/AN/AN/A0 HOUR-1 HOUR12,645 SQ FT (PER FLOOR)250'-0"N/A1" = 30'-0"3LEVEL 1 - BLDG 3000DATE DESCRIPTION REV
24,638 SFArea23,135 SFArea14,799 SFAreaC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:56:17 PM C:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA00.12MH/CS/JK GW2227501BLDGS 4000,5000 & 6000 -CODE DATACROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN XBUILDING CODE DATABUILDING IDENTIFICATION :BUILDING OCCUPANCY CLASSIFICATION :AREA ALLOWED PER FLOOR (PER 503):TYPE OF CONSTRUCTION :BUILDING HEIGHT ALLOWANCE (PER 503 & 504.3):BUILDING HEIGHT PROVIDED :NUMBER OF STORIES ALLOWED (PER 503 & 504.4):NUMBER OF STORIES PROVIDED :FIRE RATING :SHAFT ENCLOSURES GREATER THAN 3 STORIES (PER 713.4):MIXED OCCUPANCY SEPARATION (PER 508.4):INTERIOR BEARING WALLS (PER 601):EXT. BEARING WALLS (PER 601):EXT. NON-BEARING WALLS: LESS THAN 30' SEPARATION (PER 602):CORRIDOR WALLS (PER 1020.1):ELEVATOR SHAFT WALLS (PER 713.4):REFUSE CHUTE SHAFT WALLS AND TERMINATION ROOM (PER 713.13):REFUSE ACCESS AND ROOMS (PER 713.13):FLOOR / CEILING CONSTRUCTION (PER 601):ROOF CEILING CONSTRUCTION (PER 601):PRIMARY STRUCTURAL FRAME (PER 601):INTERIOR NON-BEARING WALLS (PER 601):WALLS AND PARTITIONSOPENING PROTECTIONFIRE WALLS (PER 706.4):STAIRS :STAIR WIDTH (PER 1009.1):ELEVATOR LOBBIESREQUIRED (PER 708.14.1 EXCEPTION 4):FLOOR LOCATIONS:FIRE PROTECTION SYSTEMSPRINKLER SYSTEM PROVIDED (PER 903.3.1.1):STANDPIPES REQUIRED (PER 905):FIRE EXTINGUISHERS (PER 906):EXITS REQUIREDBUILDING EXITS (PER 1021.1):HORIZONTAL EXITS (PER 1025):TRAVEL DISTANCE (PER 1016.2):DEAD END CORRIDOR (PER 1018.4 EXCEPTION 2):UNITS OF EGRESS (PER 1005.1):CORRIDOR WIDTH = .20 PER OCCUPANTROOF ACCESSROOF ACCESS PROVIDED:ATTIC VENTILATIONATTIC VENTILATION REQUIRED (PER 1203.2):ATTIC VENTILATION TYPE:STAIR WIDTH = .30 PER OCCUPANTEXT. NON-BEARING WALLS: GREATER THAN 30' SEPARATION (PER 602):AREA PROVIDEDSQ.FT. INCREASE ALLOWED BY AREA MODIFICATIONS(PER 506)MIN. REQUIRED: 44"BLDG 4000R-236000 SQ.FT.VA70' -0"50' -5 1/2"431 HOUR1 HOUR1 HOUR0 HOUR30 MINN/AN/A1 HOUR1 HOUR1 HOUR1 HOUR1 HOURN/AMIN. PROVIDED 48"N/AN/ANFPA 13NOPROVIDED ALONG CORRIDOR, 75'-0" MAXIMUM DISTANCEPER FLOOR: 3N/A50'-0" ALLOWEDNOPASSIVEYESN/A1N/A3/4 HOUR---20 MINN/AN/AN/A0 HOUR-1 HOUR24,640 SQ FT (PER FLOOR)250'-0"N/ABUILDING CODE DATABUILDING IDENTIFICATION :BUILDING OCCUPANCY CLASSIFICATION :AREA ALLOWED PER FLOOR (PER 503):TYPE OF CONSTRUCTION :BUILDING HEIGHT ALLOWANCE (PER 503 & 504.3):BUILDING HEIGHT PROVIDED :NUMBER OF STORIES ALLOWED (PER 503 & 504.4):NUMBER OF STORIES PROVIDED :FIRE RATING :SHAFT ENCLOSURES GREATER THAN 3 STORIES (PER 713.4):MIXED OCCUPANCY SEPARATION (PER 508.4):INTERIOR BEARING WALLS (PER 601):EXT. BEARING WALLS (PER 601):EXT. NON-BEARING WALLS: LESS THAN 30' SEPARATION (PER 602):CORRIDOR WALLS (PER 1020.1):ELEVATOR SHAFT WALLS (PER 713.4):REFUSE CHUTE SHAFT WALLS AND TERMINATION ROOM (PER 713.13):REFUSE ACCESS AND ROOMS (PER 713.13):FLOOR / CEILING CONSTRUCTION (PER 601):ROOF CEILING CONSTRUCTION (PER 601):PRIMARY STRUCTURAL FRAME (PER 601):INTERIOR NON-BEARING WALLS (PER 601):WALLS AND PARTITIONSOPENING PROTECTIONFIRE WALLS (PER 706.4):STAIRS :STAIR WIDTH (PER 1009.1):ELEVATOR LOBBIESREQUIRED (PER 708.14.1 EXCEPTION 4):FLOOR LOCATIONS:FIRE PROTECTION SYSTEMSPRINKLER SYSTEM PROVIDED (PER 903.3.1.1):STANDPIPES REQUIRED (PER 905):FIRE EXTINGUISHERS (PER 906):EXITS REQUIREDBUILDING EXITS (PER 1021.1):HORIZONTAL EXITS (PER 1025):TRAVEL DISTANCE (PER 1016.2):DEAD END CORRIDOR (PER 1018.4 EXCEPTION 2):UNITS OF EGRESS (PER 1005.1):CORRIDOR WIDTH = .20 PER OCCUPANTROOF ACCESSROOF ACCESS PROVIDED:ATTIC VENTILATIONATTIC VENTILATION REQUIRED (PER 1203.2):ATTIC VENTILATION TYPE:STAIR WIDTH = .30 PER OCCUPANTEXT. NON-BEARING WALLS: GREATER THAN 30' SEPARATION (PER 602):AREA PROVIDEDSQ.FT. INCREASE ALLOWED BY AREA MODIFICATIONS(PER 506)MIN. REQUIRED: 44"BLDG 5000R-236000 SQ.FT.VA70' -0"37' -6 1/4"431 HOUR1 HOUR1 HOUR0 HOUR30 MINN/AN/A1 HOUR1 HOUR1 HOUR1 HOUR1 HOURN/AMIN. PROVIDED 48"N/AN/ANFPA 13NOPROVIDED ALONG CORRIDOR, 75'-0" MAXIMUM DISTANCEPER FLOOR: 3N/A50'-0" ALLOWEDNOPASSIVEYESN/A1N/A3/4 HOUR---20 MINN/AN/AN/A0 HOUR-1 HOUR23,165 SQ FT (PER FLOOR)250'-0"N/ABUILDING CODE DATABUILDING IDENTIFICATION :BUILDING OCCUPANCY CLASSIFICATION :AREA ALLOWED PER FLOOR (PER 503):TYPE OF CONSTRUCTION :BUILDING HEIGHT ALLOWANCE (PER 503 & 504.3):BUILDING HEIGHT PROVIDED :NUMBER OF STORIES ALLOWED (PER 503 & 504.4):NUMBER OF STORIES PROVIDED :FIRE RATING :SHAFT ENCLOSURES GREATER THAN 3 STORIES (PER 713.4):MIXED OCCUPANCY SEPARATION (PER 508.4):INTERIOR BEARING WALLS (PER 601):EXT. BEARING WALLS (PER 601):EXT. NON-BEARING WALLS: LESS THAN 30' SEPARATION (PER 602):CORRIDOR WALLS (PER 1020.1):ELEVATOR SHAFT WALLS (PER 713.4):REFUSE CHUTE SHAFT WALLS AND TERMINATION ROOM (PER 713.13):REFUSE ACCESS AND ROOMS (PER 713.13):FLOOR / CEILING CONSTRUCTION (PER 601):ROOF CEILING CONSTRUCTION (PER 601):PRIMARY STRUCTURAL FRAME (PER 601):INTERIOR NON-BEARING WALLS (PER 601):WALLS AND PARTITIONSOPENING PROTECTIONFIRE WALLS (PER 706.4):STAIRS :STAIR WIDTH (PER 1009.1):ELEVATOR LOBBIESREQUIRED (PER 708.14.1 EXCEPTION 4):FLOOR LOCATIONS:FIRE PROTECTION SYSTEMSPRINKLER SYSTEM PROVIDED (PER 903.3.1.1):STANDPIPES REQUIRED (PER 905):FIRE EXTINGUISHERS (PER 906):EXITS REQUIREDBUILDING EXITS (PER 1021.1):HORIZONTAL EXITS (PER 1025):TRAVEL DISTANCE (PER 1016.2):DEAD END CORRIDOR (PER 1018.4 EXCEPTION 2):UNITS OF EGRESS (PER 1005.1):CORRIDOR WIDTH = .20 PER OCCUPANTROOF ACCESSROOF ACCESS PROVIDED:ATTIC VENTILATIONATTIC VENTILATION REQUIRED (PER 1203.2):ATTIC VENTILATION TYPE:STAIR WIDTH = .30 PER OCCUPANTEXT. NON-BEARING WALLS: GREATER THAN 30' SEPARATION (PER 602):AREA PROVIDEDSQ.FT. INCREASE ALLOWED BY AREA MODIFICATIONS(PER 506)MIN. REQUIRED: 44"BLDG 6000R-236000 SQ.FT.VA70' -0"49' -10 3/4"431 HOUR1 HOUR1 HOUR0 HOUR30 MINN/AN/A1 HOUR1 HOUR1 HOUR1 HOUR1 HOURN/AMIN. PROVIDED 48"N/AN/ANFPA 13NOPROVIDED ALONG CORRIDOR, 75'-0" MAXIMUM DISTANCEPER FLOOR: 3N/A50'-0" ALLOWEDNOPASSIVEYESN/A1N/A3/4 HOUR---20 MINN/AN/AN/A0 HOUR-1 HOUR14682 SQ FT (PER FLOOR)250'-0"N/A1" = 30'-0"1LEVEL 1 - BLDG 40001" = 30'-0"2LEVEL 1 - BLDG 50001" = 30'-0"3LEVEL 1 - BLDG 6000DATE DESCRIPTION REV
C dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:56:19 PM C:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA00.15MH/CS/JK GW2227501UNIT MATRIXCROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN XDATE DESCRIPTION REV
30"48"30"48"30"48"30"48"30"48"30"48"30"48"
3 0 "48"30"48"48"30"48"30"30"48"30"48"30"48"48"30"48"30"48"30"30"4 8 "30"48"48"30"48"30"30"48"30"48"30"48"48"30"48"30"48"30"48"30"48"30"48"30"48"30"48"30"48"30"48"30"48"30"48"30"48"30"48"3 0 "48"30"48"30"48"30"48"30"30"48"F. D. C.F. D. C.F. D. C.F. D. C.F. D. C.48"30"48"30"BLDG 50003 STORIESBLDG 60003 STORIESBLDG 30003 STORIESBLDG 10003 STORIESBLDG 20003 STORIESBLDG 40003 STORIESLEMAY AVENUESUNIGA ROAD9TH STREETPROPERTY LINEPROPERTY LINEP R O P E R TY L I N EPROPERTY LINE15' SETBACK LINE1 5 ' S E T B A C K L I N E15' SETBACK LINE15' SETBACK LINE9' SETBACK LINEPROPERTY LINE30' UTILITY EASEMENTCARPORT9 STALLSCARPORT12 STALLSEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVSITE PLAN LEGENDPROPERTY BOUNDARYSETBACKEASEMENTCONCRETE WALKBIKE RACKCOVERED PARKINGPARKING COUNTSTANDARD312COMPACT73PARALLEL21HANDICAP10GARAGE33EV(5%): 23COVERED: 30EV HANDICAP: 2TOTAL449PARKING REQUIRED: 449C dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:56:25 PM C:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA00.16MH/CS/JK GW2227501ARCHITECTURALSITE PLANCROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X25' - 0" 50' - 0"100' - 0"0"NEWS1" = 60'-0"1ARCHITECTURAL SITE PLANDATE DESCRIPTION REV
30"48"30"48"30"48"30"48"30"48"30"48"48"30"30"48"30"48"30"48"48"30"48"30"48"30"48"30"48"30"30"48"F. D. C.F. D. C.48"30"48"30"BLDG 50003 STORIESBLDG 60003 STORIESLEMAY AVENUEPROPERTY LINEPROPERTY LINE15' SETBACK LINE15' SETBACK LINE9' SETBACK LINEPROPERTY LINESITE PLAN LEGENDPROPERTY BOUNDARYSETBACKEASEMENTCONCRETE WALKBIKE RACKCOVERED PARKINGC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:56:32 PM C:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA00.17MH/CS/JK GW2227501PARTIALARCHITECTURALSITE PLANCROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X25' - 0" 50' - 0" 100' - 0"0"NEWS1" = 30'-0"1ARCHITECTURAL SITE PLAN - NORTHDATE DESCRIPTION REV
30"48"30"48"30"48"30"48"
3 0 "48"30"48"48"30"48"30"48"30"48"30"30"4 8 "30"48"48"30"48"30"48"30"48"30"48"30"48"30"48"30"48"30"48"30"48"30"48"3 0 "48"30"48"30"48"30"48"30"F. D. C.F. D. C.F. D. C.BLDG 30003 STORIESBLDG 10003 STORIESBLDG 20003 STORIESBLDG 40003 STORIESSUNIGA ROAD9TH STREETPROPERTY LINEP R O P E R TY L I N E
15' SETBACK LINE1 5 ' S E T B A C K L I N ESITE PLAN LEGENDPROPERTY BOUNDARYSETBACKEASEMENTCONCRETE WALKBIKE RACKCOVERED PARKINGC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:56:42 PM C:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA00.18MH/CS/JK GW2227501PARTIALARCHITECTURALSITE PLANCROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X25' - 0" 50' - 0" 100' - 0"0"NEWS1" = 30'-0"1ARCHITECTURAL SITE PLAN - SOUTHDATE DESCRIPTION REV
F. D. C.F. D. C.F. D. C.F. D. C.F. D. C.F. D. C.F. D. C.FIRE HYDRANTFIRE APPARATUS LEGENDARROW INDICATES EGRESS POINT FROM BUILDINGBUILDING MOUNTED FIRE DEPARTMENT CONNECTIONHATCH REPRESENTS FIRE DEPARTMENT ACCESS LANEFIRE ALARM CONTROL PANELARROW INDICATES ACCESS POINT FOR FIRE PERSONNEL. STANDPIPE FIRE HOSE PULL LENGTH = 128' -11"MAXIMUM ALLOWED = 150' -0"FIRE HOSE PULL LENGTH = 142' -3"MAXIMUM ALLOWED = 150' -0"FIRE HOSE PULL LENGTH = 142' -10"MAXIMUM ALLOWED = 150' -0"FIRE HOSE PULL LENGTH = 89' -1"MAXIMUM ALLOWED = 150' -0"FIRE HOSE PULL LENGTH = 100' -0"MAXIMUM ALLOWED = 150' -0"FIRE HOSE PULL LENGTH = 150' -0"MAXIMUM ALLOWED = 150' -0"FIRE HOSE PULL LENGTH = 110' -1"MAXIMUM ALLOWED = 150' -0"FIRE HOSE PULL LENGTH = 98' -9"MAXIMUM ALLOWED = 150' -0"FIRE HOSE PULL LENGTH = 108' -2"MAXIMUM ALLOWED = 150' -0"BLDG 2000TYPE VANFRP 13BLDG 1000TYPE VANFRP 13BLDG 3000TYPE VANFRP 13BLDG 4000TYPE VANFRP 13BLDG 5000TYPE VANFRP 13BLDG 6000TYPE VANFRP 13LEMAY AVENUESUNIGA ROAD9TH STREET26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"2 6 ' - 0 "26' - 0"26' - 0"26' - 0"FIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:56:54 PM C:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA00.21MH/CS/JK GW2227501FIREAPPARATUSPLANCROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X1" = 60'-0"1FIRE APPARATUS PLAN25' - 0" 50' - 0" 100' - 0"0"NEWSDATE DESCRIPTION REV
A02.014A02.0131" / 12"2' - 0"27' - 0"27' - 0"27' - 0"2' - 0"A02.014A02.0132' - 0"18' - 0"2' - 0"85' - 0"22' - 0"2' - 0"27' - 0"27' - 0"2' - 0"A02.0172' - 0"18' - 0"18' - 0"2' - 0"58' - 0"40' - 0"A02.0181" / 12"A02.017A02.018C dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:56:57 PM C:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA02.01Author Checker2227501CARPORTS -PLANS ANDELEVATIONSCROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE:05/23/2306-01-2023 SCHEMATIC DESIGN XDATE DESCRIPTION REV1/8" = 1'-0"2CARPORT 9 STALL - ROOF1/8" = 1'-0"1CARPORT 9 STALL - LEVEL 11/8" = 1'-0"4CARPORT 9 STALL - SIDE ELEVATION1/8" = 1'-0"3CARPORT 9 STALL - FRONT ELEVATION1/8" = 1'-0"5CARPORT 12 STALL - LEVEL 11/8" = 1'-0"6CARPORT 12 STALL - ROOF1/8" = 1'-0"7CARPORT 12 STALL - FRONT ELEVATION1/8" = 1'-0"8CARPORT 12 STALL - SIDE ELEVATION
ISOMETRICPLAN VIEWAABABABFINISH 'A' RETURNSFINISH 'B'AABBAEXTERIOR WALL RETURN FINISH DIAGRAMISOMETRICPLAN VIEWAABAAINTERIOREXTERIORINTERIOREXTERIORBAAAAISOMETRICPLAN VIEWABABROOFEXTERIORAAABBAACCTPO, UNO10'-0"UNONO.MATERIAL DESCRIPTIONMANUFACTURER AND COLOR INFORMATIONMAS-02MASONRY -STONE VENEERMASONRY -BRICKEL DORADO LIMESTONE -SAN MARINOSUMMIT BRICK COMPANY -ALASKANMAS-01MAS-03MASONRY -BRICKSUMMIT BRICK COMPANY -BASALTCPL-01CEMENTITIOUS PANEL W/ REVEALSPARE WHITE SW 6203CPL-02MINDFUL GRAY SW 7016CPL-03ACIER SW 9170CPL-04PORPOISE SW 7047RF-01ASPHALT SHINGLE ROOFCERTAIN TEED LANDMARK ASPHALT -GEORGETOWN GRAYRF-02STANDING SEAM METAL ROOFMAC STANDING SEAM METAL ROOF -CHARCOAL GRAYEXTERIOR FINISH LEGENDCLS-01CEMENTITIOUS LAP SIDINGCOLONNADE GRAY SW 7641CLS-02CEMENTITIOUS LAP SIDINGWOODTONE SUMMER WHEAT, OR MINWAX STAIN TO MATCH: OAKWOOD MW435MTL-01CORRUGATED METAL PANELMETALLIC GRAYMTL-02MAC METAL PANELCHARCOAL GRAYCPB-01CEMENTITIOUS BOARD & BATTENCOLONNADE GRAY SW 7641CPB-02CEMENTITIOUS BOARD & BATTENFELTED WOOL SW 9171CEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:57:06 PM C:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA05.00MH/CS/JK GW2227501ELEVATIONMATERIALLEGENDCROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN XDATE DESCRIPTION REV
WINDOW SEQUENCING DIAGRAMSTEP 1:1. INSTALL AIR / MOISTURE BARRIER PER MAN'F INSTRUCTIONS.2. DO NOT INSTALL FASTENERS WITHIN 6" OF THE SILLS AND JAMBS OF THE OPENINGS AND WITHIN 9" OF HEAD OPENINGS. STEP 2:1. CUT AN "I-CUT" IN THE AIR / MOISTURE BARRIER.2. CUT A HEAD FLAP AT A 45 DEGREE ANGLE TO EXPOSE 8" OF SHEATHING TO ALLOW FOR HEAD FLASHING INSTALLATION. STEP 3:1. FOLD SIDE FLAPS INTO ROUGH OPENING AND SECURE TO INSIDE WALL WITH TAPESTEP 4:1. FLIP THE CUT HEAD FLAP UPWARD TO EXPOSE THE SHEATHING AND TEMPORARILY SECURE WITH TAPE2. INSTALL SILL FLASHING. ALIGN FLASHING WITH THE INTERIOR EDGE OF SILL AND INSTALL INTO ROUGH OPENING ACROSS SILL AND UP JAMBS (6" MIN.)3. APPLY WORKING FROM THE MIDDLE OF THE SILL TOWARDS THE SIDES. SECURE FLASHING TIGHTLY INTO THE CORNERS BY FIRST WORKING IN ALONG THE SILL BEFORE ADHERING UP THE JAMBS. 4. DO NOT STRETCH MATERIAL ALONG THE SILL OR JAMBSSTEP 5:1. APPLY SELF-ADHERED MEMBRANE FLASHING AT BOTTOM CORNERS AND ADHERE ONTO EXTERIOR FACE OF WALL. COVERAGE SHOULD BE 2"-3" ONTO FACE OF THE WALL.2. PRESS SILL FLASHING W/ FIRMHAND. PRESSURE OR J-ROLLER TO ENSURE FULL ADHESION ON ALL SURFACES.3. APPLY CONTINUOUS SEALANT ON HEAD AND JAMB OF ROUGH OPENING.4. INSTALL WINDOW ACCORDING TO MANUFACTURER'S INSTRUCTIONS.STEP 6:1. APPLY HEAD FLASHING. HEAD FLASHING TO EXTEND BEYOND OUTER EDGES OF JAMB FLASHING.2. REMOVE RELEASE PAPER AND INSTALL COMPLETELY COVERING WINDOW MOUNTING FLANGE AND ADHERING TO THE EXPOSED SHEATHING.STEP 7:1. FLIP DOWN UPPER FLAP OVER HEAD FLASHING.2. TAPE ALL CUTS IN AIR / MOISTURE BARRIER AND TAPE ACROSS HEAD OF THE WINDOW.STEP 8:1. INSTALL SEALANT AND BACKER ROD AS NECESSARY AROUND THE WINDOW OPENING AT THE INTERIOR. IF FOAM IS USED AT THE SILL, RECOMMENDED SEALANT SHOULD BE USED AT THE SILL AREA BEHIND THE FOAM TO ENSURE A PROPER WATER SEAL. ROUGH OPENING OUTLINETAPEHEAD FLAP FOLDED UPWARD TO EXPOSE SHEATHINGEXPOSED SHEATHING6"8"8"1" MIN.2" - 4" BELOW BOTTOM EDGE OF SILL FLASHINGCUT ALONG LINEW01W02W03W05W046' - 0"2' - 0"0' - 7"3' - 0"3' - 0"0' - 7"6' - 0"2' - 0"0' - 7"3' - 0"5' - 6"2' - 6"3' - 0"0' - 7"0' - 7"1' - 5"0' - 6"4' - 0"4' - 0"4' - 0"C dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:57:10 PM C:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA08.00MH/CS/JK GW2227501WINDOWSCHEDULECROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN XWINDOW SCHEDULETYPEWINDOW FRAMEMANUFACTURER NOTESSIZEGLAZING MAT'L FINISHWIDTH HEIGHT140 2' - 6" 6' - 0"PLYGEM SINGLE WINDOW - SINGLE HUNG LOWEREQUAL SASHW01 3' - 0" 6' - 0" VINYL PELLA - 250 SERIES SINGLE WINDOW - SINGLE HUNG LOWEREQUAL SASHW02 3' - 0" 6' - 0" VINYL PELLA - 250 SERIESW03 3' - 0" 5' - 6" VINYL PELLA - 250 SERIESW04 3' - 0" 1' - 5" VINYL PELLA - 250 SERIESW05 4' - 0" 4' - 0" VINYL PELLA - 250 SERIESDATE DESCRIPTION REV
CORNER BEADCONTINUOUS SEALANTSEALANT CONTINUOUS BEHIND NAILING FINWINDOW WEATHER RESISTANT BARRIER LAP OVER FLASHING TAPE AND BEHIND METAL FLASHING5/8" TYPE 'X' GYPSUM BOARD WRAPPED INTO JAMBCONTINUOUS SEALANT AND CLOSED CELL BACKER RODHEAD HEIGHT 8'-0"OUTLINE OF SELF ADHERED FLASHING MEMBRANE AT ROUGH OPENING CORNER PER MANUFACTURERS RECOMMENDATIONSFIBER CEMENT LAP SIDING5/4 X 6 FIBER CEMENT TRIMINSTALL 24 GA. GALV. PRE-FINISHEDMETAL FLASHING; INSTALL FLASHING TAPE ON PRIMED SHEATHING AND VERTICAL LEG OF FLASHINGCONTINUOUS SEALANT1/2" PLYWOOD SPACER2 X WOOD HEADER-REFER TO STRUCTURALSEAM TAPEWB1042SEALANT; EXTEND UP JAMBS AND OVER HEAD CONDITIONCORNER BEADCONTINUOUS SEALANTSEALANT CONTINUOUS BEHIND NAILING FINWINDOW WEATHER RESISTANT BARRIER LAP OVER FLASHING TAPE AND BEHIND METAL FLASHING5/8" TYPE 'X' GYPSUM BOARD WRAPPED INTO JAMBCONTINUOUS SEALANT AND CLOSED CELL BACKER RODHEAD HEIGHT 8'-0"OUTLINE OF SELF ADHERED FLASHING MEMBRANE AT ROUGH OPENING CORNER PER MANUFACTURERS RECOMMENDATIONSFIBER CEMENT PANEL5/4 X 6 FIBER CEMENT TRIM1/2" PLYWOOD SPACER2X WOOD HEADER-REFER TO STRUCTURALINSTALL 24 GA. GALV. PRE-FINISHEDMETAL FLASHING; INSTALL FLASHING TAPE ON PRIMED SHEATHING AND VERTICALLEG OF FLASHINGCONTINUOUS SEALANTSEAM TAPEWB1042SEALANT; EXTEND UP JAMBS AND OVER HEAD CONDITION2X WOOD FRAMINGCONTINUOUS SEALANT & CLOSED CELL BACKER RODCORNER BEADCONTINUOUS SEALANTWINDOW FLASHING TAPE OVER WINDOW NAILING FIN AND WEATHER RESISTANT BARRIER (EXTEND 8" AROUND PERIMETER OF WINDOW)GYP BD RETURNS AT JAMBOUTLINE OF TRIM BELOWSEALANT CONTINUOUS BEHIND NAILING FINWEATHER RESISTANT BARRIER (WRAP INTO WINDOW OPENING)5/4 X 6 FIBER CEMENT TRIMFIBER CEMENT LAP SIDINGCONTINUOUS SEALANT3/8"1/2"WB1042SEALANT; EXTEND UP JAMBS AND OVER HEAD CONDITION2X WOOD FRAMINGCONTINUOUS SEALANT & CLOSED CELL BACKER RODCORNER BEADCONTINUOUS SEALANTWINDOW GYP BD RETURNS AT JAMBOUTLINE OF TRIM BELOWSEALANT CONTINUOUS BEHIND NAILING FIN5/4 X 6 FIBER CEMENT TRIMWEATHER RESISTANT BARRIER (WRAP INTO WINDOW OPENING)FIBER CEMENT PANELCONTINUOUS SEALANT3/8"1/2"WB1042FLASHING TAPE OVER WINDOW NAILING FIN AND WEATHER RESISTANT BARRIER (EXTEND 8" AROUND PERIMETER OF WINDOW)SEALANT; EXTEND UP JAMBS AND OVER HEAD CONDITIONCONTINUOUS SEALANT3/4" WOOD SILL2X WOOD FRAMING1 X 4 WOOD APRONSILL HEIGHTSCREEN @ OPERABLE PANELWINDOWCONTINUOUS SEALANT AND CLOSED CELL BACKER RODFIBER CEMENT LAP SIDING, BUTT TO TRIM AND PROVIDE SEALANT5/4 X 6 FIBER CEMENT TRIMSILL HEIGHTOUTLINE OF SELF ADHERED MEMBRANE AT ROUGH OPENING CORNER PER MANUFACTURERS RECOMMENDATIONSDO NOT APPLY SEALANT ALONG BOTTOM SILL FLANGE FOR DRAINAGEFLEXWRAP TAPE FLASHING OVER WEATHER RESISTANT BARRIER AND WINDOW SILL (EXTEND 6" VERTICALLY ALONG JAMBS)WEATHER RESISTANT BARRIERWB1042SEALANT; EXTEND UP JAMBS AND OVER HEAD CONDITIONCONTINUOUS SEALANT3/4" WOOD SILL2X WOOD FRAMING1 X 4 WOOD APRONSILL HEIGHTCONTINUOUS SEALANT AND CLOSED CELL BACKER ROD5/4 X 6 FIBER CEMENT TRIMSILL HEIGHTOUTLINE OF SELF ADHERED MEMBRANE AT ROUGH OPENING CORNER PER MANUFACTURERS RECOMMENDATIONSDO NOT APPLY SEALANT ALONG BOTTOM SILL FLANGE FOR DRAINAGEFIBER CEMENT PANELCONTINUOUS BEAD OF SEALANTFLEXWRAP TAPE FLASHING OVER WEATHER RESISTANT BARRIER AND WINDOW SILL (EXTEND 6" VERTICALLY ALONG JAMBS)WEATHER RESISTANT BARRIERSCREEN @ OPERABLE PANELWINDOWWB1042SEALANT; EXTEND UP JAMBS AND OVER HEAD CONDITIONGALVANIZED STEEL 2-PIECE ADJUSTABLE WALL TIES -OVER 30 MIL SA PATCH SPACED AT 16" O.C. VERTICALLY AND 32' O.C. HORIZONTALLY5/8" TYPE 'X' GYP. BD.BACKER ROD & SEALANTSEALANT3/4" WOOD SILL2 X WOOD FRAMING1 X 3 WOOD APRONOUTLINE OF FLEXIBLE FLASHING MEMBRANE AT JAMB FOR END DAMBATT INSULATIONEXTERIOR SHEATHINGWINDOW SEE SCHEDULEWEATHER RESISTIVE BARRIER BRICK VENEER6"FLEXIBLE/SA FLASHING MEMBRANE OVER AIR/ MOISTURE BARRIER OVER SILL & BACK DAM AND RUN UP JAMBS 6" MIN.BRICK ROWLOCK SILL W/ SOLID BRICK AT CORNERS1/2" WOOD BACK DAM SELF-EXPANDING FOAM FILLWRAP AIR/MOISTURE BARRIERS INTO ROUGH OPENING AT JAMB2X JACK STUD5/8" TYPE 'X' GYPSUM BOARDBATT INSULATIONMIN 1/2" BACKER ROD & SEALANT; ANDTO PROVIDE END DAM AT WINDOW HEADCORNER BEADWINDOW SEE SCHEDULESELF ADHERING FLEXIBLE FLASHING MEMBRANE OVER WINDOW NAILING FIN AND AIR/ MOISTURE BARRIERS(EXTEND 8" MIN)EXTERIOR SHEATHINGAIR/ MOISTURE BARRIERGYP BD RETURNS AT JAMB0' - 6"BRICK VENEERCONTINUOUS SEALANTBEHIND NAILING FIN2X KING STUDOUTLINE OF SILL BELOWSEALANTSELF-EXPANDING FOAM FILLBATT INSULATION5/8" TYPE 'X' GYPSUM BOARD1/2" PLYWOOD SPACERCORNER BEADHEADER, SEE STRUCTURAL FOR SIZEWINDOW SEE SCHEDULESELF ADHERING FLEXIBLE MEMBRANE FLASHING OVER WINDOW NAILING FIN, AND OVER MEMBRANE FLASHING FROM JAMB BELOWAIR & MOISTURE BARRIER, LAP OVER SELF-ADHERED MEMBRANE FLASHING@ WINDOW HEAD 5/8" TYPE 'X' GYPSUM BOARD WRAPPED INTO HEADEXTERIOR SHEATHINGFLEXIBLE THRU-WALL FLASHING W/SA COUNTER FLASHING AND END DAM AT EACH SIDE OF FLASHINGSEE DETAIL 8/ A6-50 (SIMILAR)METAL DRIP-EDGE W/ SAMEMBRANE COUNTER FLASHINGSTEEL LINTEL PER STRUCTURAL,PAINT TO MATCH BRICK COLORCELL VENT WEEPS @ 24" O.C.MORTAR NETCONTINUOUS SEALANT BEHIND NAILING FIN6"5 1/2"METAL DRIP-EDGE DIRECTLY ATTACHED ON LINTEL OVER SEALANT BEDDINGWRB LAP OVER SA FLASHINGSEALANTSEALANTSELF-EXPANDING FOAM FILLC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:57:13 PM C:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA08.01MH/CS/JK GW2227501WINDOWDETAILSCROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X3" = 1'-0"6WINDOW HEAD AT FIBER CEMENT LAP SIDING3" = 1'-0"9WINDOW HEAD AT FIBER CEMENT PANEL3" = 1'-0"5WINDOW JAMB AT FIBER CEMENT LAP SIDING3" = 1'-0"8WINDOW JAMB AT FIBER CEMENT PANEL3" = 1'-0"4WINDOW SILL AT FIBER CEMENT LAP SIDING3" = 1'-0"7WINDOW SILL AT FIBER CEMENT PANEL3" = 1'-0"1WINDOW SILL AT BRICK ROWLOCK3" = 1'-0"2WINDOW JAMB AT BRICK3" = 1'-0"3WINDOW HEAD AT BRICK @ SINGLE WINDOWDATE DESCRIPTION REV
5/8" TYPE 'X' GYP. BD.BACKER ROD & SEALANTSEALANT3/4" WOOD SILL2 X WOOD FRAMING1 X 3 WOOD APRONOUTLINE OF FLEXIBLE FLASHING MEMBRANE AT JAMB FOR END DAMBATT INSULATIONEXTERIOR SHEATHINGWINDOW SEE SCHEDULEWEATHER RESISTIVE BARRIER TYPICAL MANUFACTURED STONE EXTERIOR WALL ASSEMBLYFLEXIBLE/SA FLASHING MEMBRANE OVER AIR/ MOISTURE BARRIER OVER SILL & BACK DAM AND RUN UP JAMBS 6" MIN.1/2" WOOD BACK DAM SELF-EXPANDING FOAM FILLWRAP AIR/MOISTURE BARRIERS INTO ROUGH OPENING AT JAMB2X JACK STUD5/8" TYPE 'X' GYPSUM BOARDBATT INSULATIONMIN 1/2" BACKER ROD & SEALANT; ANDTO PROVIDE END DAM AT WINDOW HEADCORNER BEADWINDOW SEE SCHEDULESELF ADHERING FLEXIBLE FLASHING MEMBRANE OVER WINDOW NAILING FIN AND AIR/ MOISTURE BARRIERS(EXTEND 8" MIN)EXTERIOR SHEATHINGAIR/ MOISTURE BARRIERGYP BD RETURNS AT JAMBTYPICAL MANUFACTURED STONE EXTERIOR WALL ASSEMBLYCONTINUOUS SEALANTBEHIND NAILING FIN2X KING STUDOUTLINE OF SILL BELOWSEALANTSELF-EXPANDING FOAM FILLBATT INSULATION5/8" TYPE 'X' GYPSUM BOARD1/2" PLYWOOD SPACERCORNER BEADHEADER, SEE STRUCTURAL FOR SIZEWINDOW SEE SCHEDULESELF ADHERING FLEXIBLE MEMBRANE FLASHING OVER WINDOW NAILING FIN, AND OVER MEMBRANE FLASHING FROM JAMB BELOWAIR & MOISTURE BARRIER, LAP OVER SELF-ADHERED MEMBRANE FLASHING@ WINDOW HEAD 5/8" TYPE 'X' GYPSUM BOARD WRAPPED INTO HEADEXTERIOR SHEATHINGMETAL DRIP-EDGE W/ SAMEMBRANE COUNTER FLASHINGCONTINUOUS SEALANT BEHIND NAILING FIN5 1/2"WRB LAP OVER SA FLASHINGSEALANTSEALANTSELF-EXPANDING FOAM FILLTYPICAL MANUFACTURED STONE EXTERIOR WALL ASSEMBLYC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:57:14 PM C:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA08.02MH/CS/JK GW2227501WINDOWDETAILSCROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X3" = 1'-0"1WINDOW SILL AT STONE3" = 1'-0"2WINDOW JAMB AT STONE3" = 1'-0"3WINDOW HEAD AT STONE @ SINGLE WINDOWDATE DESCRIPTION REV
F. D. C.1.11.21.31.41.51.A1.B1.C1.D1.ESTAIR 1TRASH ROOMGARAGEPASS-THRUELEV.ELEC.GARAGESTAIR 2C1B1A2B1A3A3B1A2B1C1B2-2A15.012A15.021A15.022A15.011216' - 5"170' - 2"28' - 6"6' - 0"28' - 6"107' - 2"28' - 6"6' - 0"28' - 0 1/2"153' - 10 1/2"GARAGEGARAGEGARAGE GARAGE GARAGE GARAGE GARAGEFIRERISERBIKEJAN.B2-2WB2WCORRIDORMUTIL.2-YARD TRASH BINS (x3)TRASH COMPACTOR (x1)3-YARD RECYCLING BIN. (x1)SIZE: 50" x 83" x 66"1.11.21.31.41.51.A1.B1.C1.D1.EC1C1B1A2A5B1B1A2B1B2-2B1A3A3B1A2A2-TA15.012A15.021A15.022A15.011216' - 5"170' - 2"28' - 6"6' - 0"28' - 6"107' - 2"28' - 6"6' - 0"28' - 0 1/2"153' - 10 1/2"STAIR 1UTIL.ELEV.STAIR 2B2-2WB2WCORRIDORELEC.M1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS NOTED OTHERWISE.2. PROVIDE PRESSURE TREATED SILL PLATES WITH SILL SEALER AT ALL GROUND FLOOR WALLS.3. ALL FRAMING IS 2X4 WOOD STUD FRAMING WITH SPACING PER STRUCTURAL REQUIREMENTS, UNLESS NOTED OTHERWISE ON PLANS.4. ALL TENANT SEPARATION WALLS ARE 1-HOUR RATED PER UL# U341.5. ALL CORRIDOR WALLS ARE 1-HOUR RATED PER UL#.6. ALL DOORS & WINDOW OPENINGS INTO CORRIDORS TO BE RATED PER IBC 716.2.7. SEE A0 SHEETS FOR LOCATION OF 1-HOUR EXTERIOR LOAD BEARING WALLS.8. REFER TO SHEET A## FOR PARTITION DETAILS AND A## FOR FLOOR/CEILING ASSEMBLIES.9. LOCATIONS OF FOUNDATIONS, RETAINING, AND STEM WALLS TO BE COORDINATED WITH CIVIL DRAWINGS.BUILDING PLAN NOTESC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:57:17 PM C:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA12.01MH/CS/JK GW2227501FLOOR PLANS-BUILDING1000CROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X1" = 20'-0"1BUILDING 1000 - LEVEL 11" = 20'-0"2BUILDING 1000 - LEVEL 210' - 0" 20' - 0" 40' - 0"0"NEWS10' - 0" 20' - 0" 40' - 0"0"NEWSKEY PLANBLDG 1000DATE DESCRIPTION REV
1.11.21.31.41.51.A1.B1.C1.D1.EC1B1A2A5B1B1A2B1C1 B2-2B1A3A3B1A2A2-TA15.012A15.021A15.022A15.011216' - 5"170' - 2"28' - 6"6' - 0"28' - 6"107' - 2"28' - 6"6' - 0"28' - 0 1/2"153' - 10 1/2"STAIR 1UTIL.ELEV.STAIR 2B2-2WB2WCORRIDORELEC.M1.11.21.31.41.51.A1.B1.C1.D1.EA15.012A15.021A15.022A15.011216' - 5"170' - 2"28' - 6"6' - 0"28' - 6"107' - 2"28' - 6"6' - 0"28' - 0 1/2"153' - 10 1/2"6" / 12"6" / 12"6" / 12"10" / 12"10" / 12"6" / 12"6" / 12"6" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS NOTED OTHERWISE.2. PROVIDE PRESSURE TREATED SILL PLATES WITH SILL SEALER AT ALL GROUND FLOOR WALLS.3. ALL FRAMING IS 2X4 WOOD STUD FRAMING WITH SPACING PER STRUCTURAL REQUIREMENTS, UNLESS NOTED OTHERWISE ON PLANS.4. ALL TENANT SEPARATION WALLS ARE 1-HOUR RATED PER UL# U341.5. ALL CORRIDOR WALLS ARE 1-HOUR RATED PER UL#.6. ALL DOORS & WINDOW OPENINGS INTO CORRIDORS TO BE RATED PER IBC 716.2.7. SEE A0 SHEETS FOR LOCATION OF 1-HOUR EXTERIOR LOAD BEARING WALLS.8. REFER TO SHEET A## FOR PARTITION DETAILS AND A## FOR FLOOR/CEILING ASSEMBLIES.9. LOCATIONS OF FOUNDATIONS, RETAINING, AND STEM WALLS TO BE COORDINATED WITH CIVIL DRAWINGS.BUILDING PLAN NOTESC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:57:24 PM C:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA12.02MH/CS/JK GW2227501FLOOR PLANS-BUILDING1000CROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X1" = 20'-0"1BUILDING 1000 - LEVEL 31" = 20'-0"2BUILDING 1000 - ROOF10' - 0" 20' - 0" 40' - 0"0"NEWS10' - 0" 20' - 0" 40' - 0"0"NEWSKEY PLANBLDG 1000DATE DESCRIPTION REV
LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"9' - 0 3/8"10' - 7 7/8"10' - 8 7/8"RF-02RF-01CPB-01CSL-01MAS-01CPL-01MAS-03CLS-02MTL-01CPL-02MTL-0248' - 6 1/2"39' - 5 1/4"48' - 6 1/2"30' - 5 1/8"TOTAL VERTICAL HEIGHT51' - 1 1/2"LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"10' - 8 7/8"10' - 7 7/8"9' - 0 3/8"RF-01CPL-01MAS-03CPB-01RF-02CLS-02CPL-03MTL-01CLS-02MAS-01MTL-0248' - 6 1/2"48' - 6 1/2"39' - 5 1/4"TOTAL VERTICAL HEIGHT51' - 1 1/2"NO.MATERIAL DESCRIPTIONMANUFACTURER AND COLOR INFORMATIONMAS-02MASONRY -STONE VENEERMASONRY -BRICKEL DORADO LIMESTONE -SAN MARINOSUMMIT BRICK COMPANY -ALASKANMAS-01MAS-03MASONRY -BRICKSUMMIT BRICK COMPANY -BASALTCPL-01CEMENTITIOUS PANEL W/ REVEALSPARE WHITE SW 6203CPL-02MINDFUL GRAY SW 7016CPL-03ACIER SW 9170CPL-04PORPOISE SW 7047RF-01ASPHALT SHINGLE ROOFCERTAIN TEED LANDMARK ASPHALT -GEORGETOWN GRAYRF-02STANDING SEAM METAL ROOFMAC STANDING SEAM METAL ROOF -CHARCOAL GRAYEXTERIOR FINISH LEGENDCLS-01CEMENTITIOUS LAP SIDINGCOLONNADE GRAY SW 7641CLS-02CEMENTITIOUS LAP SIDINGWOODTONE SUMMER WHEAT, OR MINWAX STAIN TO MATCH: OAKWOOD MW435MTL-01CORRUGATED METAL PANELMETALLIC GRAYMTL-02MAC METAL PANELCHARCOAL GRAYCPB-01CEMENTITIOUS BOARD & BATTENCOLONNADE GRAY SW 7641CPB-02CEMENTITIOUS BOARD & BATTENFELTED WOOL SW 9171CEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:57:32 PM C:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA15.01MH/CS/JK GW2227501ELEVATIONS -BUILDING 1000CROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X3/32" = 1'-0"2BUILDING 1000 - SOUTH3/32" = 1'-0"1BUILDING 1000 - NORTH5' - 0" 10' - 0" 20' - 0"0"5' - 0" 10' - 0" 20' - 0"0"KEY PLANBLDG 1000DATE DESCRIPTION REV
LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"9' - 0 3/8"10' - 7 7/8"10' - 8 7/8"CLS-01CPB-01CPL-03MTL-01MAS-01RF-01CPL-02MTL-02RF-02MAS-0348' - 6 1/2"39' - 5 1/4"48' - 6 1/2"TOTAL VERTICAL HEIGHT51' - 1 1/2"30' - 5 1/8"LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"9' - 0 3/8"10' - 7 7/8"10' - 8 7/8"RF-02CPB-01MTL-02CLS-01CLS-02MTL-01CPL-02CPL-01MAS-03RF-01MAS-0148' - 6 1/2"39' - 5 1/4"TOTAL VERTICAL HIEGHT51' - 1 1/2"30' - 5 1/8"NO.MATERIAL DESCRIPTIONMANUFACTURER AND COLOR INFORMATIONMAS-02MASONRY -STONE VENEERMASONRY -BRICKEL DORADO LIMESTONE -SAN MARINOSUMMIT BRICK COMPANY -ALASKANMAS-01MAS-03MASONRY -BRICKSUMMIT BRICK COMPANY -BASALTCPL-01CEMENTITIOUS PANEL W/ REVEALSPARE WHITE SW 6203CPL-02MINDFUL GRAY SW 7016CPL-03ACIER SW 9170CPL-04PORPOISE SW 7047RF-01ASPHALT SHINGLE ROOFCERTAIN TEED LANDMARK ASPHALT -GEORGETOWN GRAYRF-02STANDING SEAM METAL ROOFMAC STANDING SEAM METAL ROOF -CHARCOAL GRAYEXTERIOR FINISH LEGENDCLS-01CEMENTITIOUS LAP SIDINGCOLONNADE GRAY SW 7641CLS-02CEMENTITIOUS LAP SIDINGWOODTONE SUMMER WHEAT, OR MINWAX STAIN TO MATCH: OAKWOOD MW435MTL-01CORRUGATED METAL PANELMETALLIC GRAYMTL-02MAC METAL PANELCHARCOAL GRAYCPB-01CEMENTITIOUS BOARD & BATTENCOLONNADE GRAY SW 7641CPB-02CEMENTITIOUS BOARD & BATTENFELTED WOOL SW 9171CEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:57:39 PM C:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA15.02MH/CS/JK GW2227501ELEVATIONS -BUILDING 1000CROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X3/32" = 1'-0"1BUILDING 1000 - EAST3/32" = 1'-0"2BUILDING 1000 - WEST5' - 0" 10' - 0" 20' - 0"0"5' - 0" 10' - 0" 20' - 0"0"KEY PLANBLDG 1000DATE DESCRIPTION REV
2.52.42.32.22.12.A2.B2.C2.D2.ESTAIR 1TRASH ROOMGARAGEPASS-THRUELEV.ELEC.GARAGESTAIR 2B1A2B1A3A3B2-2B1A25.012A25.021A25.011A25.022176' - 2"28' - 6"6' - 0"28' - 6"113' - 2"216' - 5"153' - 10 1/2"28' - 0 1/2"6' - 0"28' - 6"GARAGE GARAGE GARAGE GARAGE GARAGEGARAGEGARAGEA2BIKEFIRERISERJAN.B2-2B2WC1WC1WCORRIDORMECH.STOR.STOR.UTIL.B12-YARD TRASH BINS (x3)TRASH COMPACTOR (x1)3-YARD RECYCLING BIN. (x1)SIZE: 50" x 83" x 66"2.52.42.32.22.12.A2.B2.C2.D2.EB1A5A2B1A2-TA2B1A3A3B1B1B1A25.012A25.021A25.011A25.022176' - 2"28' - 6"6' - 0"28' - 6"113' - 2"216' - 5"153' - 10 1/2"28' - 0 1/2"6' - 0"28' - 6"STAIR 1UTIL.ELEV.STAIR 2A2C1WB2-2WC1WB2-2WB2WCORRIDORELEC.MECH.STOR.STOR.1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS NOTED OTHERWISE.2. PROVIDE PRESSURE TREATED SILL PLATES WITH SILL SEALER AT ALL GROUND FLOOR WALLS.3. ALL FRAMING IS 2X4 WOOD STUD FRAMING WITH SPACING PER STRUCTURAL REQUIREMENTS, UNLESS NOTED OTHERWISE ON PLANS.4. ALL TENANT SEPARATION WALLS ARE 1-HOUR RATED PER UL# U341.5. ALL CORRIDOR WALLS ARE 1-HOUR RATED PER UL#.6. ALL DOORS & WINDOW OPENINGS INTO CORRIDORS TO BE RATED PER IBC 716.2.7. SEE A0 SHEETS FOR LOCATION OF 1-HOUR EXTERIOR LOAD BEARING WALLS.8. REFER TO SHEET A## FOR PARTITION DETAILS AND A## FOR FLOOR/CEILING ASSEMBLIES.9. LOCATIONS OF FOUNDATIONS, RETAINING, AND STEM WALLS TO BE COORDINATED WITH CIVIL DRAWINGS.BUILDING PLAN NOTESC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:57:42 PM C:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA22.01MH/CS/JK GW2227501FLOOR PLANS-BUILDING2000CROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X1" = 20'-0"1BUILDING 2000 - LEVEL 11" = 20'-0"2BUILDING 2000 - LEVEL 210' - 0" 20' - 0" 40' - 0"0"NEWS10' - 0" 20' - 0" 40' - 0"0"NEWSKEY PLANBLDG 2000DATE DESCRIPTION REV
2.52.42.32.22.12.A2.B2.C2.D2.EB1A2A5B1B1B1B1A3A3B1A2A2-TA25.012A25.021A25.011A25.022176' - 2"28' - 6"6' - 0"28' - 6"113' - 2"216' - 5"153' - 10 1/2"28' - 0 1/2"6' - 0"28' - 6"STAIR 1UTIL.ELEV.STAIR 2A2B2-2WC1WC1WB2WB2-2WCORRIDORELEC.MECH.STOR.STOR.2.52.42.32.22.12.A2.B2.C2.D2.EA25.012A25.021A25.011A25.022176' - 2"28' - 6"6' - 0"28' - 6"113' - 2"216' - 5"153' - 10 1/2"28' - 0 1/2"6' - 0"28' - 6"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS NOTED OTHERWISE.2. PROVIDE PRESSURE TREATED SILL PLATES WITH SILL SEALER AT ALL GROUND FLOOR WALLS.3. ALL FRAMING IS 2X4 WOOD STUD FRAMING WITH SPACING PER STRUCTURAL REQUIREMENTS, UNLESS NOTED OTHERWISE ON PLANS.4. ALL TENANT SEPARATION WALLS ARE 1-HOUR RATED PER UL# U341.5. ALL CORRIDOR WALLS ARE 1-HOUR RATED PER UL#.6. ALL DOORS & WINDOW OPENINGS INTO CORRIDORS TO BE RATED PER IBC 716.2.7. SEE A0 SHEETS FOR LOCATION OF 1-HOUR EXTERIOR LOAD BEARING WALLS.8. REFER TO SHEET A## FOR PARTITION DETAILS AND A## FOR FLOOR/CEILING ASSEMBLIES.9. LOCATIONS OF FOUNDATIONS, RETAINING, AND STEM WALLS TO BE COORDINATED WITH CIVIL DRAWINGS.BUILDING PLAN NOTESC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:57:49 PM C:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA22.02MH/CS/JK GW2227501FLOOR PLANS-BUILDING2000CROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X1" = 20'-0"1BUILDING 2000 - LEVEL 31" = 20'-0"2BUILDING 2000 - ROOF10' - 0" 20' - 0" 40' - 0"0"NEWS10' - 0" 20' - 0" 40' - 0"0"NEWSKEY PLANBLDG 2000DATE DESCRIPTION REV
LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"MAS-01MTL-01CPB-02MTL-02RF-01CLS-02CPL-3MAS-02CPL-0410' - 8 7/8"10' - 7 7/8"9' - 0 3/8"37' - 6"37' - 5 1/2"36' - 7 1/2"37' - 5 1/2"36' - 7 1/2"30' - 5 1/8"37' - 6 1/2"37' - 6"TOTAL VERTICAL HEIGHT37' - 6"LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"CPL-02MAS-02MTL-02CLS-02CPB-02MTL-02MAS-01RF-019' - 0 3/8"10' - 7 7/8"10' - 8 7/8"34' - 1 1/4"37' - 5 1/2"36' - 7 1/4"37' - 1"30' - 5 1/8"TOTAL VERTICAL HEIGHT37' - 6"37' - 6"NO.MATERIAL DESCRIPTIONMANUFACTURER AND COLOR INFORMATIONMAS-02MASONRY -STONE VENEERMASONRY -BRICKEL DORADO LIMESTONE -SAN MARINOSUMMIT BRICK COMPANY -ALASKANMAS-01MAS-03MASONRY -BRICKSUMMIT BRICK COMPANY -BASALTCPL-01CEMENTITIOUS PANEL W/ REVEALSPARE WHITE SW 6203CPL-02MINDFUL GRAY SW 7016CPL-03ACIER SW 9170CPL-04PORPOISE SW 7047RF-01ASPHALT SHINGLE ROOFCERTAIN TEED LANDMARK ASPHALT -GEORGETOWN GRAYRF-02STANDING SEAM METAL ROOFMAC STANDING SEAM METAL ROOF -CHARCOAL GRAYEXTERIOR FINISH LEGENDCLS-01CEMENTITIOUS LAP SIDINGCOLONNADE GRAY SW 7641CLS-02CEMENTITIOUS LAP SIDINGWOODTONE SUMMER WHEAT, OR MINWAX STAIN TO MATCH: OAKWOOD MW435MTL-01CORRUGATED METAL PANELMETALLIC GRAYMTL-02MAC METAL PANELCHARCOAL GRAYCPB-01CEMENTITIOUS BOARD & BATTENCOLONNADE GRAY SW 7641CPB-02CEMENTITIOUS BOARD & BATTENFELTED WOOL SW 9171CEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:57:58 PM C:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA25.01MH/CS/JK GW2227501ELEVATIONS -BUILDING 2000CROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X3/32" = 1'-0"1BLDG 2000 - NORTH3/32" = 1'-0"2BLDG 2000 - SOUTH5' - 0" 10' - 0" 20' - 0"0"5' - 0" 10' - 0" 20' - 0"0"KEY PLANBLDG 2000DATE DESCRIPTION REV
LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"CPL-02RF-01MAS-02MTL-02CLS-02MAS-01MTL-019' - 0 3/8"10' - 7 7/8"10' - 8 7/8"37' - 6"37' - 1"33' - 6 3/4"30' - 5 1/8"36' - 7 1/8"37' - 5 1/8"34' - 0 1/2"TOTAL VERTICAL HEIGHT37' - 6"LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"CPB-02CPL-02CLS-02MAS-01MTL-02RF-01MTL-019' - 0 3/8"10' - 7 7/8"10' - 8 7/8"MAS-0137' - 6 1/4"36' - 7 1/8"37' - 5 1/8"36' - 7 1/8"36' - 7 1/8"37' - 6 1/2"37' - 6"TOTAL VERTICAL HEIGHT37' - 6"30' - 5 1/8"NO.MATERIAL DESCRIPTIONMANUFACTURER AND COLOR INFORMATIONMAS-02MASONRY -STONE VENEERMASONRY -BRICKEL DORADO LIMESTONE -SAN MARINOSUMMIT BRICK COMPANY -ALASKANMAS-01MAS-03MASONRY -BRICKSUMMIT BRICK COMPANY -BASALTCPL-01CEMENTITIOUS PANEL W/ REVEALSPARE WHITE SW 6203CPL-02MINDFUL GRAY SW 7016CPL-03ACIER SW 9170CPL-04PORPOISE SW 7047RF-01ASPHALT SHINGLE ROOFCERTAIN TEED LANDMARK ASPHALT -GEORGETOWN GRAYRF-02STANDING SEAM METAL ROOFMAC STANDING SEAM METAL ROOF -CHARCOAL GRAYEXTERIOR FINISH LEGENDCLS-01CEMENTITIOUS LAP SIDINGCOLONNADE GRAY SW 7641CLS-02CEMENTITIOUS LAP SIDINGWOODTONE SUMMER WHEAT, OR MINWAX STAIN TO MATCH: OAKWOOD MW435MTL-01CORRUGATED METAL PANELMETALLIC GRAYMTL-02MAC METAL PANELCHARCOAL GRAYCPB-01CEMENTITIOUS BOARD & BATTENCOLONNADE GRAY SW 7641CPB-02CEMENTITIOUS BOARD & BATTENFELTED WOOL SW 9171CEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:58:07 PMC:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA25.02MH/CS/JK GW2227501ELEVATIONS -BUILDING 2000CROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X3/32" = 1'-0"1BLDG 2000 - EAST3/32" = 1'-0"2BLDG 2000 - WEST5' - 0" 10' - 0" 20' - 0"0"5' - 0" 10' - 0" 20' - 0"0"KEY PLANBLDG 2000DATE DESCRIPTION REV
F. D. C.A35.021A35.0223.A3.B3.C3.D3.13.2TRASH ROOMSTAIR 2PASS-THRUELEV.GARAGESTAIR 1A6C1B1C1 B2-2A35.011A35.01263' - 0"28' - 6"6' - 0"28' - 6"186' - 0"GARAGEGARAGEGARAGEGARAGEA2FIRERISERELEC.JAN.BIKECORRIDOR2-YARD TRASH BINS (x3)TRASH COMPACTOR (x1)3-YARD RECYCLING BIN. (x1)SIZE: 50" x 83" x 66"A35.021A35.0223.A3.B3.C3.D3.13.2B2-TC1A5B1B1A2C1A35.011A35.01263' - 0"28' - 6"6' - 0"28' - 6"186' - 0"STAIR 2UTIL.ELEV.STAIR 1A2B2-2WCORRIDORA35.021A35.0223.A3.B3.C3.D3.13.2B2-TC1A5B1B1A2C1A35.011A35.01263' - 0"28' - 6"6' - 0"28' - 6"186' - 0"STAIR 2UTIL.ELEV.STAIR 1A2B2-2WCORRIDORA35.021A35.0223.A3.B3.C3.D3.13.2A35.011A35.01263' - 0"28' - 6"6' - 0"28' - 6"186' - 0"2" / 12"2" / 12"2" / 12"2" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"2" / 12"1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS NOTED OTHERWISE.2. PROVIDE PRESSURE TREATED SILL PLATES WITH SILL SEALER AT ALL GROUND FLOOR WALLS.3. ALL FRAMING IS 2X4 WOOD STUD FRAMING WITH SPACING PER STRUCTURAL REQUIREMENTS, UNLESS NOTED OTHERWISE ON PLANS.4. ALL TENANT SEPARATION WALLS ARE 1-HOUR RATED PER UL# U341.5. ALL CORRIDOR WALLS ARE 1-HOUR RATED PER UL#.6. ALL DOORS & WINDOW OPENINGS INTO CORRIDORS TO BE RATED PER IBC 716.2.7. SEE A0 SHEETS FOR LOCATION OF 1-HOUR EXTERIOR LOAD BEARING WALLS.8. REFER TO SHEET A## FOR PARTITION DETAILS AND A## FOR FLOOR/CEILING ASSEMBLIES.9. LOCATIONS OF FOUNDATIONS, RETAINING, AND STEM WALLS TO BE COORDINATED WITH CIVIL DRAWINGS.BUILDING PLAN NOTESC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:58:09 PMC:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA32.01MH/CS/JK GW2227501FLOOR PLANS-BUILDING3000CROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X1" = 20'-0"1BUILDING 3000 - LEVEL 11" = 20'-0"2BUILDING 3000 - LEVEL 210' - 0" 20' - 0" 40' - 0"0"NEWS10' - 0" 20' - 0" 40' - 0"0"NEWS1" = 20'-0"3BUILDING 3000 - LEVEL 31" = 20'-0"4BUILDING 3000 - ROOF10' - 0" 20' - 0" 40' - 0"0"NEWS10' - 0" 20' - 0" 40' - 0"0"NEWSKEY PLANBLDG 3000DATE DESCRIPTION REV
LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"10' - 8 7/8"10' - 7 7/8"9' - 0 3/8"MAS-01MTL-01CPB-0236' - 9 3/4"36' - 7 1/8"TOTAL VERTICAL HEIGHT37' - 7"30' - 5 1/8"37' - 7"JULIETTE BALCONYJULIETTE BALCONYLEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"9' - 0 3/8"10' - 7 7/8"10' - 8 7/8"MAS-01CPB-02MTL-01MTL-0236' - 9 3/4"36' - 7 1/4"36' - 9 3/4"TOTAL VERTICAL HEIGHT37' - 7"30' - 5 1/8"NO.MATERIAL DESCRIPTIONMANUFACTURER AND COLOR INFORMATIONMAS-02MASONRY -STONE VENEERMASONRY -BRICKEL DORADO LIMESTONE -SAN MARINOSUMMIT BRICK COMPANY -ALASKANMAS-01MAS-03MASONRY -BRICKSUMMIT BRICK COMPANY -BASALTCPL-01CEMENTITIOUS PANEL W/ REVEALSPARE WHITE SW 6203CPL-02MINDFUL GRAY SW 7016CPL-03ACIER SW 9170CPL-04PORPOISE SW 7047RF-01ASPHALT SHINGLE ROOFCERTAIN TEED LANDMARK ASPHALT -GEORGETOWN GRAYRF-02STANDING SEAM METAL ROOFMAC STANDING SEAM METAL ROOF -CHARCOAL GRAYEXTERIOR FINISH LEGENDCLS-01CEMENTITIOUS LAP SIDINGCOLONNADE GRAY SW 7641CLS-02CEMENTITIOUS LAP SIDINGWOODTONE SUMMER WHEAT, OR MINWAX STAIN TO MATCH: OAKWOOD MW435MTL-01CORRUGATED METAL PANELMETALLIC GRAYMTL-02MAC METAL PANELCHARCOAL GRAYCPB-01CEMENTITIOUS BOARD & BATTENCOLONNADE GRAY SW 7641CPB-02CEMENTITIOUS BOARD & BATTENFELTED WOOL SW 9171CEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:58:13 PMC:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA35.01MH/CS/JK GW2227501ELEVATIONS -BUILDING 3000CROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X3/32" = 1'-0"1BLDG 3000 - NORTH3/32" = 1'-0"2BLDG 3000 - SOUTH5' - 0" 10' - 0" 20' - 0"0"5' - 0" 10' - 0" 20' - 0"0"KEY PLANBLDG 3000DATE DESCRIPTION REV
LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"9' - 0 3/8"10' - 7 7/8"10' - 8 7/8"RF-01CPB-02MTL-01CLS-02CPL-02MTL-02CPL-03MAS-0236' - 9 3/4"36' - 7 1/8"37' - 5 1/8"36' - 7 1/8"TOTAL VERTICAL HEIGHT37' - 7"30' - 5 1/8"37' - 7"LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"9' - 0 3/8"10' - 7 7/8"10' - 8 7/8"CLS-02MTL-01CPL-03MAS-02MTL-02CPL-02RF-01CPS-0236' - 9 3/4"32' - 3"36' - 9 3/4"34' - 4 3/4"34' - 4 3/4"37' - 5 1/8"TOTAL VERTICAL HEIGHT37' - 7"30' - 5 1/8"NO.MATERIAL DESCRIPTIONMANUFACTURER AND COLOR INFORMATIONMAS-02MASONRY -STONE VENEERMASONRY -BRICKEL DORADO LIMESTONE -SAN MARINOSUMMIT BRICK COMPANY -ALASKANMAS-01MAS-03MASONRY -BRICKSUMMIT BRICK COMPANY -BASALTCPL-01CEMENTITIOUS PANEL W/ REVEALSPARE WHITE SW 6203CPL-02MINDFUL GRAY SW 7016CPL-03ACIER SW 9170CPL-04PORPOISE SW 7047RF-01ASPHALT SHINGLE ROOFCERTAIN TEED LANDMARK ASPHALT -GEORGETOWN GRAYRF-02STANDING SEAM METAL ROOFMAC STANDING SEAM METAL ROOF -CHARCOAL GRAYEXTERIOR FINISH LEGENDCLS-01CEMENTITIOUS LAP SIDINGCOLONNADE GRAY SW 7641CLS-02CEMENTITIOUS LAP SIDINGWOODTONE SUMMER WHEAT, OR MINWAX STAIN TO MATCH: OAKWOOD MW435MTL-01CORRUGATED METAL PANELMETALLIC GRAYMTL-02MAC METAL PANELCHARCOAL GRAYCPB-01CEMENTITIOUS BOARD & BATTENCOLONNADE GRAY SW 7641CPB-02CEMENTITIOUS BOARD & BATTENFELTED WOOL SW 9171CEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:58:19 PMC:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA35.02MH/CS/JK GW2227501ELEVATIONS -BUILDING 3000CROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X3/32" = 1'-0"1BLDG 3000 - EAST3/32" = 1'-0"2BLDG 3000 - WEST5' - 0" 10' - 0" 20' - 0"0"5' - 0" 10' - 0" 20' - 0"0"KEY PLANBLDG 3000DATE DESCRIPTION REV
F. D. C.4.14.24.34.44.54.A4.B4.C4.D4.ELEASING OFFICESTAIR 1GARAGEGARAGETRASH ROOMAMENITY/UTILELEV.PASS-THRUSTAIR 2ELEC.B2-2B1A2A3A2A3B1LEASING OFFICEA45.011A45.022A45.012A45.02145' - 4 1/2"156' - 1 1/2"28' - 6"6' - 0"32' - 0"28' - 6"6' - 0"28' - 6"107' - 2"268' - 0"170' - 2"GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEA2A2FIRERISERUTIL.JAN.B2WC1WCORRIDORM73' - 5"2-YARD TRASH BINS (x3)TRASH COMPACTOR (x1)3-YARD RECYCLING BIN. (x1)SIZE: 50" x 83" x 66"4.14.24.34.44.54.A4.B4.C4.D4.EB1A2A3A2B1A5B1B1B1B1B1A2-TB1A3A45.011A45.022A45.012A45.021201' - 6"28' - 6"6' - 0"32' - 0"268' - 0"28' - 6"6' - 0"28' - 6"107' - 2"170' - 2"LEASING OFFICESTAIR 1UTIL.ELEV.STAIR 2A2A2B2WB2-2WC1WCORRIDORELEC.MOPEN TO BELOW1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS NOTED OTHERWISE.2. PROVIDE PRESSURE TREATED SILL PLATES WITH SILL SEALER AT ALL GROUND FLOOR WALLS.3. ALL FRAMING IS 2X4 WOOD STUD FRAMING WITH SPACING PER STRUCTURAL REQUIREMENTS, UNLESS NOTED OTHERWISE ON PLANS.4. ALL TENANT SEPARATION WALLS ARE 1-HOUR RATED PER UL# U341.5. ALL CORRIDOR WALLS ARE 1-HOUR RATED PER UL#.6. ALL DOORS & WINDOW OPENINGS INTO CORRIDORS TO BE RATED PER IBC 716.2.7. SEE A0 SHEETS FOR LOCATION OF 1-HOUR EXTERIOR LOAD BEARING WALLS.8. REFER TO SHEET A## FOR PARTITION DETAILS AND A## FOR FLOOR/CEILING ASSEMBLIES.9. LOCATIONS OF FOUNDATIONS, RETAINING, AND STEM WALLS TO BE COORDINATED WITH CIVIL DRAWINGS.BUILDING PLAN NOTESC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:58:22 PMC:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA42.01MH/CS/JK GW2227501FLOOR PLANS-BUILDING4000CROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X1" = 20'-0"1BUILDING 4000 - LEVEL 11" = 20'-0"2BUILDING 4000 - LEVEL 210' - 0" 20' - 0" 40' - 0"0"NEWS10' - 0" 20' - 0" 40' - 0"0"NEWSKEY PLANBLDG 4000DATE DESCRIPTION REV
4.14.24.34.44.54.A4.B4.C4.D4.EB1A2A3A2B1A5B1B1B1C1B2-2B1B1A2-TB1A3A45.011A45.022A45.012A45.021201' - 6"28' - 6"6' - 0"32' - 0"28' - 6"6' - 0"28' - 6"107' - 2"268' - 0"170' - 2"STAIR 1UTIL.ELEV.STAIR 2A2A2B2-2WC1WB2WCORRIDORELEC.M4.14.24.34.44.54.A4.B4.C4.D4.EA45.011A45.022A45.012A45.021201' - 6"28' - 6"6' - 0"32' - 0"28' - 6"6' - 0"28' - 6"107' - 2"268' - 0"170' - 2"6" / 12"6" / 12"6" / 12"10" / 12"10" / 12"6" / 12"6" / 12"6" / 12"6" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"6" / 12"6" / 12"1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS NOTED OTHERWISE.2. PROVIDE PRESSURE TREATED SILL PLATES WITH SILL SEALER AT ALL GROUND FLOOR WALLS.3. ALL FRAMING IS 2X4 WOOD STUD FRAMING WITH SPACING PER STRUCTURAL REQUIREMENTS, UNLESS NOTED OTHERWISE ON PLANS.4. ALL TENANT SEPARATION WALLS ARE 1-HOUR RATED PER UL# U341.5. ALL CORRIDOR WALLS ARE 1-HOUR RATED PER UL#.6. ALL DOORS & WINDOW OPENINGS INTO CORRIDORS TO BE RATED PER IBC 716.2.7. SEE A0 SHEETS FOR LOCATION OF 1-HOUR EXTERIOR LOAD BEARING WALLS.8. REFER TO SHEET A## FOR PARTITION DETAILS AND A## FOR FLOOR/CEILING ASSEMBLIES.9. LOCATIONS OF FOUNDATIONS, RETAINING, AND STEM WALLS TO BE COORDINATED WITH CIVIL DRAWINGS.BUILDING PLAN NOTESC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:58:30 PMC:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA42.02MH/CS/JK GW2227501FLOOR PLANS-BUILDING4000CROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X1" = 20'-0"1BUILDING 4000 - LEVEL 31" = 20'-0"2BUILDING 4000 - ROOF10' - 0" 20' - 0" 40' - 0"0"NEWS10' - 0" 20' - 0" 40' - 0"0"NEWSKEY PLANBLDG 4000DATE DESCRIPTION REV
LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"9' - 0 3/8"10' - 7 7/8"10' - 8 7/8"RF-02MAS-01RF-01MTL-02MTL-01CLS-02CPL-03MAS-03CPL-01CLS-01CPB-0149' - 7 1/2"40' - 5 1/2"39' - 5 1/4"TOTAL VERTICAL HEIGHT50' - 5 1/2"30' - 5 1/8"LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"9' - 0 3/8"10' - 7 7/8"10' - 8 7/8"CLS-02CPL-03MTL-01CPB-01CLS-01CPB-01MAS-03RF-02RF-01MAS-01MTL-0239' - 5 1/4"48' - 6 1/2"TOTAL VERTICAL HEIGHT50' - 5 1/2"30' - 5 1/8"48' - 3 1/2"NO.MATERIAL DESCRIPTIONMANUFACTURER AND COLOR INFORMATIONMAS-02MASONRY -STONE VENEERMASONRY -BRICKEL DORADO LIMESTONE -SAN MARINOSUMMIT BRICK COMPANY -ALASKANMAS-01MAS-03MASONRY -BRICKSUMMIT BRICK COMPANY -BASALTCPL-01CEMENTITIOUS PANEL W/ REVEALSPARE WHITE SW 6203CPL-02MINDFUL GRAY SW 7016CPL-03ACIER SW 9170CPL-04PORPOISE SW 7047RF-01ASPHALT SHINGLE ROOFCERTAIN TEED LANDMARK ASPHALT -GEORGETOWN GRAYRF-02STANDING SEAM METAL ROOFMAC STANDING SEAM METAL ROOF -CHARCOAL GRAYEXTERIOR FINISH LEGENDCLS-01CEMENTITIOUS LAP SIDINGCOLONNADE GRAY SW 7641CLS-02CEMENTITIOUS LAP SIDINGWOODTONE SUMMER WHEAT, OR MINWAX STAIN TO MATCH: OAKWOOD MW435MTL-01CORRUGATED METAL PANELMETALLIC GRAYMTL-02MAC METAL PANELCHARCOAL GRAYCPB-01CEMENTITIOUS BOARD & BATTENCOLONNADE GRAY SW 7641CPB-02CEMENTITIOUS BOARD & BATTENFELTED WOOL SW 9171CEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:58:41 PMC:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA45.01MH/CS/JK GW2227501ELEVATIONS -BUILDING 4000CROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X3/32" = 1'-0"1BLDG 4000 - NORTH3/32" = 1'-0"2BLDG 4000 - SOUTH5' - 0" 10' - 0" 20' - 0"0"5' - 0" 10' - 0" 20' - 0"0"KEY PLANBLDG 4000DATE DESCRIPTION REV
LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"9' - 0 3/8"10' - 7 7/8"10' - 8 7/8"RF-01MAS-01RF-02CPB-01CLS-01MTL-02MTL-01CLS-02CPL-0348' - 6 1/2"39' - 5 1/4"FIRE PLACE30' - 5 1/8"TOTAL VERTICAL HEIGHT50' - 5 1/2"LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"9' - 0 3/8"10' - 7 7/8"10' - 8 7/8"RF-02MAS-01RF-01MTL-02MTL-01CLS-02CPL-03CPL-01MAS-0348' - 6 1/2"49' - 7 1/2"39' - 5 1/4"30' - 5 1/8"TOTAL VERTICAL HEIGHT50' - 5 1/2"NO.MATERIAL DESCRIPTIONMANUFACTURER AND COLOR INFORMATIONMAS-02MASONRY -STONE VENEERMASONRY -BRICKEL DORADO LIMESTONE -SAN MARINOSUMMIT BRICK COMPANY -ALASKANMAS-01MAS-03MASONRY -BRICKSUMMIT BRICK COMPANY -BASALTCPL-01CEMENTITIOUS PANEL W/ REVEALSPARE WHITE SW 6203CPL-02MINDFUL GRAY SW 7016CPL-03ACIER SW 9170CPL-04PORPOISE SW 7047RF-01ASPHALT SHINGLE ROOFCERTAIN TEED LANDMARK ASPHALT -GEORGETOWN GRAYRF-02STANDING SEAM METAL ROOFMAC STANDING SEAM METAL ROOF -CHARCOAL GRAYEXTERIOR FINISH LEGENDCLS-01CEMENTITIOUS LAP SIDINGCOLONNADE GRAY SW 7641CLS-02CEMENTITIOUS LAP SIDINGWOODTONE SUMMER WHEAT, OR MINWAX STAIN TO MATCH: OAKWOOD MW435MTL-01CORRUGATED METAL PANELMETALLIC GRAYMTL-02MAC METAL PANELCHARCOAL GRAYCPB-01CEMENTITIOUS BOARD & BATTENCOLONNADE GRAY SW 7641CPB-02CEMENTITIOUS BOARD & BATTENFELTED WOOL SW 9171CEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:58:50 PMC:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA45.02MH/CS/JK GW2227501ELEVATIONS -BUILDING 4000CROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X3/32" = 1'-0"1BLDG 4000 - WEST3/32" = 1'-0"2BLDG 4000 - EAST5' - 0" 10' - 0" 20' - 0"0"5' - 0" 10' - 0" 20' - 0"0"KEY PLANBLDG 4000DATE DESCRIPTION REV
F. D. C.5.A5.B5.C5.D5.15.25.35.45.55.65.7STAIR 1ELEC.TRASHROOMGARAGEELEV.PASS-THRUELEC.STAIR 2A2B1B1A2B1B2-2 B2-2A3A3A3A3B2-2B1A55.012A55.022A55.011A55.021120' - 4 1/2"85' - 10 1/2"6' - 0"28' - 6"248' - 11"28' - 6"6' - 0"28' - 6"151' - 5"6' - 0"28' - 6"GARAGE GARAGEA2A2FIRERISERUTIL.JAN.BIKEB2-2WB2WB2WCORRIDORMM2-YARD TRASH BINS (x3)TRASH COMPACTOR (x1)3-YARD RECYCLING BIN. (x1)SIZE: 50" x 83" x 66"5.A5.B5.C5.D5.15.25.35.45.55.65.7B1B2-2A3A3A5A2A2-TA3A3B2-2B2-2B1A2B1 B1A2A55.012A55.022A55.011A55.021120' - 4 1/2"85' - 10 1/2"6' - 0"28' - 6"248' - 11"28' - 6"6' - 0"28' - 6"151' - 5"6' - 0"28' - 6"STAIR 1UTIL. ELEV.STAIR 2A2A2B2WB2-2WB2WCORRIDORELEC.ELEC.MM1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS NOTED OTHERWISE.2. PROVIDE PRESSURE TREATED SILL PLATES WITH SILL SEALER AT ALL GROUND FLOOR WALLS.3. ALL FRAMING IS 2X4 WOOD STUD FRAMING WITH SPACING PER STRUCTURAL REQUIREMENTS, UNLESS NOTED OTHERWISE ON PLANS.4. ALL TENANT SEPARATION WALLS ARE 1-HOUR RATED PER UL# U341.5. ALL CORRIDOR WALLS ARE 1-HOUR RATED PER UL#.6. ALL DOORS & WINDOW OPENINGS INTO CORRIDORS TO BE RATED PER IBC 716.2.7. SEE A0 SHEETS FOR LOCATION OF 1-HOUR EXTERIOR LOAD BEARING WALLS.8. REFER TO SHEET A## FOR PARTITION DETAILS AND A## FOR FLOOR/CEILING ASSEMBLIES.9. LOCATIONS OF FOUNDATIONS, RETAINING, AND STEM WALLS TO BE COORDINATED WITH CIVIL DRAWINGS.BUILDING PLAN NOTESC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:58:53 PMC:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA52.01MH/CS/JK GW2227501FLOOR PLANS-BUILDING5000CROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X1" = 20'-0"1BUILDING 5000 - LEVEL 11" = 20'-0"2BUILDING 5000 - LEVEL 210' - 0" 20' - 0" 40' - 0"0"NEWS10' - 0" 20' - 0" 40' - 0"0"NEWSKEY PLANBLDG 5000DATE DESCRIPTION REV
5.A5.B5.C5.D5.15.25.35.45.55.65.7A2B1B1A2B1B2-2 B2-2A3A3A2-TA2A5A3A3B2-2B1A55.012A55.022A55.011A55.021120' - 4 1/2"85' - 10 1/2"6' - 0"28' - 6"248' - 11"28' - 6"6' - 0"28' - 6"151' - 5"6' - 0"28' - 6"STAIR 1UTIL.ELEV.STAIR 2A2A2B2-2WB2WB2WCORRIDORELEC.ELEC.MM5.A5.B5.C5.D5.15.25.35.45.55.65.7A55.012A55.022A55.011A55.021120' - 4 1/2"85' - 10 1/2"6' - 0"28' - 6"248' - 11"28' - 6"6' - 0"28' - 6"151' - 5"6' - 0"28' - 6"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS NOTED OTHERWISE.2. PROVIDE PRESSURE TREATED SILL PLATES WITH SILL SEALER AT ALL GROUND FLOOR WALLS.3. ALL FRAMING IS 2X4 WOOD STUD FRAMING WITH SPACING PER STRUCTURAL REQUIREMENTS, UNLESS NOTED OTHERWISE ON PLANS.4. ALL TENANT SEPARATION WALLS ARE 1-HOUR RATED PER UL# U341.5. ALL CORRIDOR WALLS ARE 1-HOUR RATED PER UL#.6. ALL DOORS & WINDOW OPENINGS INTO CORRIDORS TO BE RATED PER IBC 716.2.7. SEE A0 SHEETS FOR LOCATION OF 1-HOUR EXTERIOR LOAD BEARING WALLS.8. REFER TO SHEET A## FOR PARTITION DETAILS AND A## FOR FLOOR/CEILING ASSEMBLIES.9. LOCATIONS OF FOUNDATIONS, RETAINING, AND STEM WALLS TO BE COORDINATED WITH CIVIL DRAWINGS.BUILDING PLAN NOTESC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:59:00 PMC:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA52.02MH/CS/JK GW2227501FLOOR PLANS-BUILDING5000CROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X1" = 20'-0"1BUILDING 5000 - LEVEL 31" = 20'-0"2BUILDING 5000 - ROOF10' - 0" 20' - 0" 40' - 0"0"NEWS10' - 0" 20' - 0" 40' - 0"0"NEWSKEY PLANBLDG 5000DATE DESCRIPTION REV
LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"10' - 8 7/8"10' - 7 7/8"9' - 0 3/8"MTL-01MAS-01CPB-02CPL-03CPL-02MTL-02MAS-02RF-0137' - 7"36' - 9 1/2"36' - 9 1/4"36' - 9 1/2"30' - 5 1/8"TOTAL VERTICAL HEIGHT37' - 7"LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"9' - 0 3/8"10' - 7 7/8"10' - 8 7/8"CPL-02RF-01MTL-02CLS-02CPL-03CPB-02MAS-02MAS-0137' - 1"37' - 1"TOTAL VERTICAL HIEGHT37' - 7"30' - 5 1/8"NO.MATERIAL DESCRIPTIONMANUFACTURER AND COLOR INFORMATIONMAS-02MASONRY -STONE VENEERMASONRY -BRICKEL DORADO LIMESTONE -SAN MARINOSUMMIT BRICK COMPANY -ALASKANMAS-01MAS-03MASONRY -BRICKSUMMIT BRICK COMPANY -BASALTCPL-01CEMENTITIOUS PANEL W/ REVEALSPARE WHITE SW 6203CPL-02MINDFUL GRAY SW 7016CPL-03ACIER SW 9170CPL-04PORPOISE SW 7047RF-01ASPHALT SHINGLE ROOFCERTAIN TEED LANDMARK ASPHALT -GEORGETOWN GRAYRF-02STANDING SEAM METAL ROOFMAC STANDING SEAM METAL ROOF -CHARCOAL GRAYEXTERIOR FINISH LEGENDCLS-01CEMENTITIOUS LAP SIDINGCOLONNADE GRAY SW 7641CLS-02CEMENTITIOUS LAP SIDINGWOODTONE SUMMER WHEAT, OR MINWAX STAIN TO MATCH: OAKWOOD MW435MTL-01CORRUGATED METAL PANELMETALLIC GRAYMTL-02MAC METAL PANELCHARCOAL GRAYCPB-01CEMENTITIOUS BOARD & BATTENCOLONNADE GRAY SW 7641CPB-02CEMENTITIOUS BOARD & BATTENFELTED WOOL SW 9171CEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:59:08 PMC:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA55.01MH/CS/JK GW2227501ELEVATIONS -BUILDING 5000CROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X3/32" = 1'-0"1BLDG 5000 - NORTH3/32" = 1'-0"2BLDG 5000 - SOUTH5' - 0" 10' - 0" 20' - 0"0"5' - 0" 10' - 0" 20' - 0"0"KEY PLANBLDG 5000DATE DESCRIPTION REV
LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"9' - 0 3/8"10' - 7 7/8"10' - 8 7/8"MTL-01CLS-02MAS-01CPL-03MTL-02CPB-0236' - 9 1/2"33' - 6 3/4"37' - 1"30' - 5 1/8"TOTAL VERTICAL HEIGHT37' - 7"LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"9' - 0 3/8"10' - 7 7/8"10' - 8 7/8"MAS-01CPB-02CPL-03CLS-02MTL-02MTL-0137' - 1"33' - 6 3/4"37' - 7"30' - 5 1/8"TOTAL VERTICAL HEIGHT37' - 7"NO.MATERIAL DESCRIPTIONMANUFACTURER AND COLOR INFORMATIONMAS-02MASONRY -STONE VENEERMASONRY -BRICKEL DORADO LIMESTONE -SAN MARINOSUMMIT BRICK COMPANY -ALASKANMAS-01MAS-03MASONRY -BRICKSUMMIT BRICK COMPANY -BASALTCPL-01CEMENTITIOUS PANEL W/ REVEALSPARE WHITE SW 6203CPL-02MINDFUL GRAY SW 7016CPL-03ACIER SW 9170CPL-04PORPOISE SW 7047RF-01ASPHALT SHINGLE ROOFCERTAIN TEED LANDMARK ASPHALT -GEORGETOWN GRAYRF-02STANDING SEAM METAL ROOFMAC STANDING SEAM METAL ROOF -CHARCOAL GRAYEXTERIOR FINISH LEGENDCLS-01CEMENTITIOUS LAP SIDINGCOLONNADE GRAY SW 7641CLS-02CEMENTITIOUS LAP SIDINGWOODTONE SUMMER WHEAT, OR MINWAX STAIN TO MATCH: OAKWOOD MW435MTL-01CORRUGATED METAL PANELMETALLIC GRAYMTL-02MAC METAL PANELCHARCOAL GRAYCPB-01CEMENTITIOUS BOARD & BATTENCOLONNADE GRAY SW 7641CPB-02CEMENTITIOUS BOARD & BATTENFELTED WOOL SW 9171CEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:59:13 PMC:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA55.02MH/CS/JK GW2227501ELEVATIONS -BUILDING 5000CROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X3/32" = 1'-0"1BLDG 5000 - WEST3/32" = 1'-0"2BLDG 5000 - EASTKEY PLANBLDG 50005' - 0" 10' - 0" 20' - 0"0"5' - 0" 10' - 0" 20' - 0"0"DATE DESCRIPTION REV
F. D. C.6.A6.B6.16.26.36.4ELEC.STAIR 1TRASH ROOMGARAGESTAIR 2PASS THROUGHELEV. STORAGEC1B1A1B1C1A65.013A65.014A65.021A65.012A65.022A65.01166' - 6"32' - 0"6' - 0"28' - 6"GARAGEGARAGEA2A2BIKEC1WCORRIDORFIRERISERMECH.22182-YARD TRASH BINS (x3)TRASH COMPACTOR (x1)A6W3-YARD RECYCLING BIN. (x1)SIZE: 50" x 83" x 66"6.A6.B6.16.26.36.4C1B1B1C2A65.013A65.014A65.021A65.012A65.022A65.01166' - 6"32' - 0"6' - 0"28' - 6"UTIL.STAIR 1STAIR 2ELEV.A2A2A2C1WC1WCORRIDORELEC.MECH.A4B2-TW1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS NOTED OTHERWISE.2. PROVIDE PRESSURE TREATED SILL PLATES WITH SILL SEALER AT ALL GROUND FLOOR WALLS.3. ALL FRAMING IS 2X4 WOOD STUD FRAMING WITH SPACING PER STRUCTURAL REQUIREMENTS, UNLESS NOTED OTHERWISE ON PLANS.4. ALL TENANT SEPARATION WALLS ARE 1-HOUR RATED PER UL# U341.5. ALL CORRIDOR WALLS ARE 1-HOUR RATED PER UL#.6. ALL DOORS & WINDOW OPENINGS INTO CORRIDORS TO BE RATED PER IBC 716.2.7. SEE A0 SHEETS FOR LOCATION OF 1-HOUR EXTERIOR LOAD BEARING WALLS.8. REFER TO SHEET A## FOR PARTITION DETAILS AND A## FOR FLOOR/CEILING ASSEMBLIES.9. LOCATIONS OF FOUNDATIONS, RETAINING, AND STEM WALLS TO BE COORDINATED WITH CIVIL DRAWINGS.BUILDING PLAN NOTES6.A6.B6.16.26.36.4C1B1C2A65.013A65.014A65.021A65.012A65.022A65.011UTIL.STAIR 1STAIR 2ELEV.A2A2A2B1C1WC1WCORRIDORELEC.MECH.A4B2-TW6.A6.B6.16.16.26.36.4A65.013A65.014A65.021A65.012A65.022A65.01110" / 12"10" / 12"7" / 12"7" / 12"7" / 12"7" / 12"7" / 12"7" / 12"7" / 12"10" / 12"10" / 12"7" / 12"7" / 12"7" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"C dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:59:16 PMC:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA62.01MH/CS/JK GW2227501FLOOR PLANS-BUILDING6000CROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X1" = 20'-0"1BUILDING 6000 - LEVEL 11" = 20'-0"2BUILDING 6000 - LEVEL 210' - 0" 20' - 0" 40' - 0"0"NEWS10' - 0" 20' - 0" 40' - 0"0"NEWS1" = 20'-0"3BUILDING 6000 - LEVEL 31" = 20'-0"4BUILDING 6000 - ROOF10' - 0" 20' - 0" 40' - 0"0"NEWS10' - 0" 20' - 0" 40' - 0"0"NEWSKEY PLANBLDG 6000DATE DESCRIPTION REV
LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"9' - 0 3/8"10' - 7 7/8"10' - 8 7/8"RF-02MTL-01CPL-03MAS-01MTL-0248' - 10 3/4"30' - 5 1/8"TOTAL VERTICAL HEIGHT49' - 10 1/2"LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"9' - 0 3/8"10' - 7 7/8"10' - 8 7/8"RF-02MTL-02CPL-03MAS-0148' - 3"30' - 5 1/8"TOTAL VERTICAL HEIGHT49' - 10 1/2"LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"9' - 0 3/8"10' - 7 7/8"10' - 8 7/8"CPL-03MTL-01CLS-02MTL-02CPB-01CLS-01RF-02MAS-01CPL-01MAS-03RF-0148' - 10 3/4"39' - 5 1/4"30' - 5 1/8"TOTAL VERTICAL HEIGHT49' - 10 1/2"LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"9' - 0 3/8"10' - 7 7/8"10' - 8 7/8"CPL-01MAS-03CSL-02MTL-02RF-01RF-02MTL-01CPL-0339' - 5 1/4"48' - 3"30' - 5 1/8"TOTAL VERTICAL HIEGHT49' - 10 1/2"NO.MATERIAL DESCRIPTIONMANUFACTURER AND COLOR INFORMATIONMAS-02MASONRY -STONE VENEERMASONRY -BRICKEL DORADO LIMESTONE -SAN MARINOSUMMIT BRICK COMPANY -ALASKANMAS-01MAS-03MASONRY -BRICKSUMMIT BRICK COMPANY -BASALTCPL-01CEMENTITIOUS PANEL W/ REVEALSPARE WHITE SW 6203CPL-02MINDFUL GRAY SW 7016CPL-03ACIER SW 9170CPL-04PORPOISE SW 7047RF-01ASPHALT SHINGLE ROOFCERTAIN TEED LANDMARK ASPHALT -GEORGETOWN GRAYRF-02STANDING SEAM METAL ROOFMAC STANDING SEAM METAL ROOF -CHARCOAL GRAYEXTERIOR FINISH LEGENDCLS-01CEMENTITIOUS LAP SIDINGCOLONNADE GRAY SW 7641CLS-02CEMENTITIOUS LAP SIDINGWOODTONE SUMMER WHEAT, OR MINWAX STAIN TO MATCH: OAKWOOD MW435MTL-01CORRUGATED METAL PANELMETALLIC GRAYMTL-02MAC METAL PANELCHARCOAL GRAYCPB-01CEMENTITIOUS BOARD & BATTENCOLONNADE GRAY SW 7641CPB-02CEMENTITIOUS BOARD & BATTENFELTED WOOL SW 9171CEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALC dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:59:23 PMC:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA65.01MH/CS/JK GW2227501ELEVATIONS -BUILDING 6000CROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X3/32" = 1'-0"4BLDG 6000 - NORTH3/32" = 1'-0"3BLDG 6000 - SOUTH3/32" = 1'-0"2BLDG 6000 - NORTHWEST3/32" = 1'-0"1BLDG 6000 - WEST5' - 0" 10' - 0" 20' - 0"0"5' - 0" 10' - 0" 20' - 0"0"5' - 0" 10' - 0" 20' - 0"0"5' - 0" 10' - 0" 20' - 0"0"KEY PLANBLDG 6000DATE DESCRIPTION REV
NO.MATERIAL DESCRIPTIONMANUFACTURER AND COLOR INFORMATIONMAS-02MASONRY -STONE VENEERMASONRY -BRICKEL DORADO LIMESTONE -SAN MARINOSUMMIT BRICK COMPANY -ALASKANMAS-01MAS-03MASONRY -BRICKSUMMIT BRICK COMPANY -BASALTCPL-01CEMENTITIOUS PANEL W/ REVEALSPARE WHITE SW 6203CPL-02MINDFUL GRAY SW 7016CPL-03ACIER SW 9170CPL-04PORPOISE SW 7047RF-01ASPHALT SHINGLE ROOFCERTAIN TEED LANDMARK ASPHALT -GEORGETOWN GRAYRF-02STANDING SEAM METAL ROOFMAC STANDING SEAM METAL ROOF -CHARCOAL GRAYEXTERIOR FINISH LEGENDCLS-01CEMENTITIOUS LAP SIDINGCOLONNADE GRAY SW 7641CLS-02CEMENTITIOUS LAP SIDINGWOODTONE SUMMER WHEAT, OR MINWAX STAIN TO MATCH: OAKWOOD MW435MTL-01CORRUGATED METAL PANELMETALLIC GRAYMTL-02MAC METAL PANELCHARCOAL GRAYCPB-01CEMENTITIOUS BOARD & BATTENCOLONNADE GRAY SW 7641CPB-02CEMENTITIOUS BOARD & BATTENFELTED WOOL SW 9171CEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALCEMENTITIOUS PANEL W/ REVEALLEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"9' - 0 3/8"10' - 7 7/8"10' - 8 7/8"CPL-03RF-01MTL-01CLS-02CPL-01RF-02CPB-01CLS-01MAS-03MAS-01MTL-0239' - 5 1/4"48' - 10 3/4"TOTAL VERTICAL HEIGHT49' - 10 1/2"30' - 5 1/8"LEVEL 1T.O.S. = 0' -0"LEVEL 2S.F.E. = 10' -8 7/8"LEVEL 3S.F.E. = 21' -4 3/4"TRUSS BEARINGS.F.E. = 30' -5 1/8"9' - 0"9' - 0 3/8"10' - 7 7/8"10' - 8 7/8"39' - 5 1/8"CPL-03RF-01MTL-01RF-02CLS-02CPL-01MTL-01MAS-0348' - 3"39' - 5 1/4"TOTAL VERTICAL HEIGHT49' - 10 1/2"C dwell design studio -ALL RIGHTS RESERVEDDRAWN BYCHECKED BY JOB NUMBER: SHEET NAME:THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.DISCLAIMER:SEAL:ISSUEA DEVELOPMENT FORREVISIONDATEDESCRIPTIONINCLUDED1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: 770.864.1035 dwelldesignstudio.com6/2/2023 1:59:27 PMC:\Users\MHussey\Documents\Revit\2227501_Crowne_Fort Collins_SD_R22_mhusseyVL6E9.rvtA65.02MH/CS/JK GW2227501ELEVATIONS -BUILDING 6000CROWNE AT SUNIGASUNIGA ROAD AND LEMAY AVE,FORT COLLINS, CO, 80524SCHEMATIC DESIGN PACKAGE06-01-2023 SCHEMATIC DESIGN X3/32" = 1'-0"1BLDG 6000 - EAST3/32" = 1'-0"2BLDG 6000 - SOUTHEAST5' - 0" 10' - 0" 20' - 0"0"5' - 0" 10' - 0" 20' - 0"0"KEY PLANBLDG 6000DATE DESCRIPTION REV