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Home My WebLink AboutBLACK OLIVE - ENTIRE DRAWING SET (SP1_REV 2) - 2017.01.04OWNER Phone: Contact: CONTRACTOR CIVIL ENGINEER ELECTRICAL ENGINEERS INTERIORS JOHNSON NATHAN STROHE PROJECT TEAM PRINTED ONPhone: Contact: Phone:Contact: Phone:Contact: LANDSCAPE ARCHITECT Phone:Contact: ARCHITECT Phone: Contact: STRUCTURAL ENGINEER Phone: Contact: MECHANICAL & PLUMBING ENGINEERS Phone: Contact: L. KEELEY CONSTRUCTION 500 S. EWING AVE., SUITE G ST. LOUIS, MO 63103 Phone: Contact:RYAN PERRYMAN 314.421.5933 12/28/2016 8:52:17 AM1611BLACK OLIVESITE PLAN (SP1) REV 2JANUARY 04, 2017SITE PLAN (SP1) REV 2 JANUARY 04, 2017 BLACK & OLIVE, LLC BLACK OLIVE 110 E. OLIVE STREET, BOZEMAN, MONTANA 59715 BLACK & OLIVE, LLC 20 N. TRACY AVE., BOZEMAN, MT 59715 406.404.1788 ANDY HOLLORAN FRONT RANGE ELECTRICAL ENGINEERING 303.985.0548 JACOB BENNEFIELD 3333 S. WADSWORTH BLVD., SUITE D210 LAKEWOOD, CO 80227 JOHNSON NATHAN STROHE 303.892.7062 BLAIRE WEISER 1600 WYNKOOP ST., SUITE 100, DENVER, CO 80202 851 BRIDGER DRIVE, SUITE 1, BOZEMAN, MT 59715 STAHLY ENGINEERING & ASSOCIATES, INC. 406.522.9526 CORDELL POOL DESIGN 5 406.587.4873HAMPTON UZZELLE 37 EAST MAIN, SUITE 10, BOZEMAN, MT 59715 JOHNSON NATHAN STROHE 303.892.7062 KEVIN WHITE 1600 WYNKOOP ST., SUITE 100, DENVER, CO 80202 DCI ENGINEERS 206.332.1900 COLBY LITZENBERGER 707 W. 2ND AVENUE, SPOKANE, WA 99201 THOMPSON ENGINEERING 303.991.0991 DUSTIN LINDQUIST 1615 CALIFORNIA ST., SUITE 301, DENVER, CO 80202 REVISIONS Date Description 10/04/2016 SITE PLAN 11/30/2016 SITE PLAN - REV 1 01/04/2017 REV 2 SHEET INDEX - SITE PLAN (SP1) CIVIL C0.1 CIVIL SPECIFICATIONS C1.0 EXISTING CONDITIONS C1.1 CIVIL DEMO PLAN C1.2 CIVIL SITE PLAN C1.3 GRADING PLAN C1.4 CIVIL SITE DETAILS C1.5 CIVIL DRAINAGE DETAILS LANDSCAPE L01.01 LANDSCAPE PLAN L02.01 IRRIGATION PLAN - GROUND LEVEL L03.01 LANDSCAPE AD IRRIGATION DETAILS ARCHITECTURE A00.40 ACCESSIBILITY CODE REQUIREMENTS & PLANS A00.41 ACCESSIBILITY ANALYSIS AND DETAILS A00.42 ACCESSIBILITY DETAILS A00.43 ACCESSIBILITY DETAILS A00.44 ACCESSIBILITY DETAILS A00.90 VICINITY MAP A01.00 ARCHITECTURAL SITE PLAN A01.01 LEVEL 1 PLAN A01.02 LEVEL 2 PLAN A01.03 LEVEL 3 PLAN A01.04 LEVEL 4 PLAN A01.05 LEVEL 5 PLAN A02.01 ROOF LEVEL PLAN A03.01 NORTH & WEST ELEVATION A03.02 SOUTH & EAST ELEVATION A04.01 BUILDING SECTION ELECTRICAL E01.01 LIGHTING PHOTOMETRIC E02.01 LIGHTING DETAILS REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED EAST OLIVE STREET(58'-6" -60'-0" R.O.W.)SOUTH BLACK AVENUE(57'-6" R.O.W.)PROPERTY LINE2BIKE RACKSEX. TREE TOREMAIN, TYP.BOULDER/SEATING,TYP.EDGE OF EX.ASPHALT DRIVEWAYCIP CONCRETERETAINING WALLEX. WOOD PANELFENCE TO REMAINCONCRETESIDEWALKEX. SHED TOREMAINVISION TRIANGLETREE WELLSTEEL EDGINGCONCRETE PAVERS,TYP.PROPERTY LINESCOREJOINT, TYP.SPACE EQUALLY BETWEENBUILDING ENTRANCES.PROVIDE 1' SCOREJOINTBAND TO FRAME CONCRETEPAVERS AT BUILDINGENTRANCES, TYP.5' CONCRETE SIDEWALKTYP., SEE CIVIL PLANSGARAGE ACCESSPROPERTY LINEPROPERTY LINEOPTIONAL OUTDOORSEATING AREA - 179 SFBIKE RACKSVISION TRIANGLEEXISTING TREES IN SITEVISIBILITY TRIANGLESMUST BE LIMBED UP TOA HEIGHT OF 10' ABOVETHE CENTERLINE GRADEOF THE INTERSECTIONEXISTING TREES IN SITEVISIBILITY TRIANGLESMUST BE LIMBED UP TOA HEIGHT OF 10' ABOVETHE CENTERLINE GRADEOF THE INTERSECTIONVISION TRIANGLEGARAGE ACCESS2TREESSHRUBSSYMB.BOTANICAL NAMESIZETYPESPACING#COMMON NAMEPLANT SCHEDULEACER RUBRUMRED ROCKET MAPLE2.5" CALB & BPER PLAN15 GALPOTPER PLANPERENNIALS & GRASSESACHILLEA MILLEFOLIUM***'MOONSHINE' YARROW1 GALPOTPER PLAN15JUNIPERUS VIRGINIANA'SKYROCKET' JUNIPER26DESCHAMPSIA CESPITOSA ***TUFTED HAIRGRASS1 GALPOTPER PLAN37ECHINACEA PURPUREA***'MAGNUS' ECHINEACEA1 GALPOTPER PLAN8RATIBIDA COLUMNIFERA***'MEXICAN HAT' CONEFLOWER1 GALPOTPER PLAN14OTHERQUARRIED GRANITE BOULDER, Min 3' DIAMETER5FESCUE BLEND SOD2,214sqft*** DROUGHT TOLERANT SPECIESMATUREHEIGHT30'-40'15'-20'2'2'-3'3'2'MATURESPREAD10'-20'2'-3'2'2'-3'1.5'2'EXISTING TREE TO REMAIN1 12" ROCK BARK1,378sqft5CONCRETE PAVERS580sqftEXISTING TREE TO BE REMOVED7LANDSCAPE POINTS - BLACK OLIVE13 REQUIRED LANDSCAPE POINTS - (B-3)POINTS15 TOTAL LANDSCAPE POINTS 5GREATER THAN 75% OF TREES AND SHRUBS ARE DROUGHT TOLERANT 51 POINT AWARDED FOR EACH STONE BOULDER NOT SMALLER THAN 3' INDIAMETER WHICH IS INTEGRATED WITH OTHER LANDSCAPING.5 PROVIDEDSTREET FRONTAGE LANDSCAPINGREQUIRED: ONE LARGE CANOPY TREE FOR EVERY 50 FEET OF STREET FRONTAGE .OLIVE STREET 200'-1" LINEAR FEET OF STREET FRONTAGE, (4 TREES REQUIRED) - 4 PROVIDEDBLACK STREET 95'-0" LINEAR FEET OF STREET FRONTAGE, (2 TREES REQUIRED) - 2 PROVIDEDPROVIDED: 6 LARGE CANOPY TREES ( 5 EXISTING + 1 NEW) 5FIVE POINTS ARE AWARDED IF THE COMMERCIAL BUILDING IS LOCATED ON THE SITE SOTHAT 50 PERCENT OR MORE OF THE STREET FACADE OF THE BUILDING IS WITHIN ADISTANCE OF THREE FEET OR LESS FROM THE REQUIRED FRONT BUILDING LINE, I.E.,FRONT YARD SETBACK LINE. 147.67' OF THE 276.6' OF FRONTAGE ARE WITHIN 3' OF THESETBACK LINE. (53% OF THE FRONTAGE IS WITHIN 3' SETBACK LINE.)LANDSCAPE INSTALL NOTES1.PLACE TREES, SHRUBS, AND PLANT MATERIAL WITH LANDSCAPE ARCHITECT PRESENT.2.ALL PLANT MATERIAL SHALL CONFORM TO THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK3.VERIFY ALL QUANTITIES. ILLUSTRATED PLAN SHALL DICTATE COUNT.4.NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. ALLREQUESTS SHOULD BE SUBMITTED TO DESIGN 5 LANDSCAPE ARCHITECTURE. 406-587-4873 ORTROY@DESIGN5LA.COM5.ALL SOD AND SEED AREAS SHALL HAVE A MINIMUM OF 4" TOPSOIL6.ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 12" OF PREPARED, AMENDED SOIL TO PROMOTE PLANT GROWTH7.LANDSCAPE ARCHITECT SHALL MEET WITH LANDSCAPE CONTRACTOR ON SITE, AT PREDETERMINED INTERVALS TODISCUSS PROGRESS, QUESTIONS AND PRODUCT PLACEMENT.8.ALL EDGING SHALL BE 316"x4" NATURAL STEEL (OR AS OTHERWISE SPECIFIED IN DETAILS). TAC WELD TO #4 REBARDRIVEN MIN. 18" DEEP.9.ALL PLANTING BEDS SHALL HAVE A WEED BARRIER INSTALLED BETWEEN THE SOIL AND COVERING LAYER OF ROCKOR MULCH PER PLAN.10.ALL TREES SHALL BE STAKED FOR MIN. 2 YEARS. REMOVE STAKES AFTER 2 YEARS.11.ALL AREAS ON SITE DISTURBED BY CONSTRUCTION ACTIVITIES NOT INDICATED ON LANDSCAPE PLAN ARE TO BERECLAIMED AND RE-ESTABLISHED TO PRE-DISTURBANCE CONDITION, WITH APPROVAL OF LANDSCAPE ARCHITECT.12.PERMANENT UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED AT TIME OF LANDSCAPE INSTALLATION.IRRIGATION TO BE INSTALLED IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND ORDINANCES.PROJECT DATA - BLACK OLIVEPROJECT ADDRESSBLACK OLIVE202 South Black AvenueBozeman, MT 59715PROJECT OWNERBLACK & OLIVE, LLC20 North Tracy AvenueBozeman, MT 59715(406) 404 -1788LANDSCAPE ARCHITECTDESIGN 5, LLCTroy Scherer4249 East Cover StreetBozeman, MT 59718(406) 587 -4873EAST OLIVE STREET(58'-6" -60'-0" R.O.W.)SOUTH BLACK AVENUE (57'-6" R.O.W.)PROPERTY LINEF.pennsylvanica,5.5" DBHA.rubrum,15" DBHP. pungens,20" DBHF.pennsylvanica, 9" DBHF.pennsylvanica, 10" DBHF.pennsylvanica, 7" DBHA.rubrum,14" DBHA.rubrum,10" DBHA.rubrum,16" DBHA.rubrum,16" DBHA.rubrum,7" DBHF.pennsylvanica,25" DBH4L01.011/2"=1'Bike Rack1'-8"2'-10"2'-6"2'BIKE RIB 2.0 BYBIKERACK.COM ORAPPROVED EQ. COLOR TO BEBRONZE SEMI GLOSS.INSTALL PERMANUFACTURER'SSPECIFICATIONSFINISH GRADERACKS ARE TO BE PLACED AMIN. 30" ON CENTER.24"MIN.TO NEAREST OBJECT30" MIN TO NEAREST OBJECT3L01.011/2"=1'Tree ProtectionTREE PROTECTION FENCE:GALVANIZED CHAIN LINKFENCING, STEEL POSTSINSTALLED AT 8' O.C.2" X 8' STEEL POSTSOR APPROVED EQUAL.5" THICKLAYER OF MULCH.MAINTAIN EXISTINGGRADE WITH THE TREEPROTECTION FENCEUNLESS OTHERWISEINDICATED ON THE PLANSCROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA. SEETREE PRESERVATION PLAN FOR TREES THAT ARE TO BE PROTECTED.6'KEEP OUTTREEPROTECTIONAREA8.5" X 11" SIGNLAMINATED IN PLASTICSPACED EVERY 50'ALONG THE FENCENOTES:1.SEE SPECIFICATIONS FOR ADDITIONAL TREE PROTECTION REQUIREMENTS.2.IF THERE IS NO EXISTING IRRIGATION, SEE SPECIFICATIONS FOR WATERINGREQUIREMENTS.3.NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED ARBORIST.4.NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDINGDURING FENCE INSTALLATION AND REMOVAL.5.SEE SITE PLAN FOR ANY MODIFICATIONS WITH THE TREE PROTECTION AREA.6.DETAIL COURTESY OF THE URBAN TREE FOUNDATION ̹͖͔͕͘105020N1L01.011"=10'-0"Landscape PlanSHEET TITLEISSUES/REVISIONSSTAMPSHEET NUMBERZ:\Clients\Black and Olive\Autocad\01_Sheets BLACK & OLIVE, LLC BLACK OLIVE 110 EAST OLIVE STREET, BOZEMAN, MONTANA 59715NOT FORCONSTRUCTION#DateDescription10/04/2016SITE PLAN#DateDescription21/04/2017SITE PLAN REV 2L01.01LANDSCAPEPLAN2L01.011"=20'-0"Tree Protection Plan2010040N CBFCPIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRWEAST OLIVE STREET(58'-6" -60'-0" R.O.W.)SOUTH BLACK AVENUE(57'-6" R.O.W.)PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEBUILDING ROOF DRAINDETENTION/ IRRIGATIONSTORAGE CHAMBERSAND/OIL SEPARATOR22IRRIGATION SCHEDULEIRRIGATION TYPEANNUALETRATETOTALAREA/QTYTOTALANNUALH2049,113 galTOTAL ANNUAL H20 REQUIRED TOTALACRE FEET PER YEAR0.15 acre feet19,043 gal1,054sqftH.E.SPRAYIRRIG.(SOD)20,962 gal1,160sqftH.E. BLVDSPRAYIRRIG.(SOD)23 gal / week405 gal1TREESH.E. TREEBUBBLER45PLANTSH.E. SHRUBDRIP IRRIG.73PLANTSH.E. PERNDRIP IRRIG.29 in / sqft29 in / sqft338 gal /week6,075 gal146 gal / week2,628 gal SYM DESCRIPTION IRRIGATION LEGENDIRRIGATION POINT OF CONNECTIONNOTE: IRRIGATION LAYOUT TO BEDETERMINED IN FIELD BY IRRIGATIONCONTRACTORIRRIGATION SLEEVE, 4" MIN. SCH. 40 PVCWCBFCPBACKFLOW PREVENTERIRRIGATION CONTROLLERWEATHER STATION2IRRIGATION NOTES AND SPECIFICATIONS1.IRRIGATION WATER TO BE SUPPLIED FROM CITY WATER LINES.2.ALL VALVE BOXES TO BE STANDARD SIZE OR LARGER.3.IRRIGATION MAIN LINE TO BE 1.5" SCH 40 PVC PIPE OR 150 PSI POLY PIPE.4.ALL TREES TO BE IRRIGATED THROUGH DEDICATED BUBBLERS EVENLY DISTRIBUTEDAROUND BASE OF TREE WITH FOUR (4) EVENLY SPACED 1 GPH BUBBLER EMITTERS.5.TREES AND SHRUBS PLACED WITHIN PLANTING BEDS MAY UTILIZE DRIP IRRIGATIONADJUSTED PER INDIVIDUAL PLANT REQUIREMENTS.6.ALL SHRUBS OUTSIDE OF DEDICATED PLANTING BEDS TO HAVE DEDICATED BUBBLERSEVENLY DISTRIBUTED AROUND BASE, WITH TWO (2) EVENLY SPACED 1 GPH EMITTER.7.ALL MIXED SHRUB AND PERENNIAL PLANTINGS TO BE IRRIGATED WITH DEDICATED DRIPTUBING W/ EMITTERS ADJUSTED PER INDIVIDUAL PLANT REQUIREMENTS.8.LAWN AND SEED AREAS TO BE IRRIGATED WITH HUNTER MP ROTATOR NOZZLES ORAPPROVED EQUAL (MSMT NOZZLE WITH A PRECIPITATION RATE OF 0.8"/HOUR OR LESS).9.ALL HEADS MUST ACHIEVE HEAD-TO-HEAD COVERAGE.10.SYSTEM SHALL UTILIZE WEATHER / MOISTURE MONITOR.11.BACKFLOW PREVENTER AND BLOWOUT ASSEMBLY SHALL BE LOCATED IN MECH. ROOM ORAPPROVED EXTERNAL GRADE BOX, AND IS THE RESPONSIBILITY OF THE LANDSCAPECONTRACTOR TO COORDINATE INSTALLATION PER LOCAL CODES AND ORDINANCES, WITHARCHITECTURE. AND WITH ALL OTHER TRADES.12.POWER SOURCE FOR IRRIGATION CONTROLLER TO BE COORDINATED WITH ELECTRICALENGINEERING AND ELECTRICAL CONTRACTOR BY LANDSCAPE CONTRACTOR.13.DO NOT INSTALL IRRIGATION SYSTEM WHEN OBVIOUS OBSTRUCTIONS OR GRADECHANGES ARE PRESENT.14.ALL INFORMATION TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO INSTALLATION.15.CONTRACTORS RESPONSIBILITY TO CONFIRM WATER SOURCE, VERIFY WATER PRESSURE,AND GPM AVAILABLE. LANDSCAPE ARCHITECT TO BE NOTIFIED OF ANY DISCREPANCIESBETWEEN STATED WATER PRESSURE AND GPM AND ACTUAL.16.THE CONTRACTOR SHALL MAINTAIN AN ACCURATE & CURRENT 'AS-BUILT' IRRIGATION PLANON SITE AT ALL TIMES.2105020N1L02.011"=10'-0"Irrigation Plan - Ground FloorSHEET TITLEISSUES/REVISIONSSTAMPSHEET NUMBERZ:\Clients\Black and Olive\Autocad\01_Sheets BLACK & OLIVE, LLC BLACK OLIVE 110 EAST OLIVE STREET, BOZEMAN, MONTANA 59715NOT FORCONSTRUCTION#DateDescription10/04/2016SITE PLAN#DateDescription21/04/2017SITE PLAN REV 2L02.01IRRIGATIONPLAN -GROUND FLOOR 2L03.013/4"=1'Shrub Planting DetailPRUNE SHRUB TO REMOVEDEAD OR DAMAGED LEAVESAND BRANCHESELEVATION OF SHRUBCROWN TO BE 3" ABOVEFINISHED GRADE ELEVATIONCIRCULAR SWALE TO RING SHRUB,2' DIAMETER WITH 3" HIGHMOUNDED RING OF SOILALL CONTAINMENT MATERIALSAROUND ROOTS TO BE REMOVEDPRIOR TO INSTALLATION13 NATIVE SOIL WITH 13 SANDY LOAMAND 13 DEBRIS FREE TOPSOIL.EXCAVATE HOLE AS SHOWN,3X DIAMETER OF ROOT BALL1L03.013/8"=1'Ball and Burlap Deciduous Tree Planting DetailPRUNE TREE TO REMOVEDEAD OR DAMAGED LIMBS ANDBRANCHESTREE STAKES AND TIESAS SHOWN. STAKES SHALLBE DRIVEN INTO EXISTING,UNDISTURBED SOIL ANDSHALL NOT PENETRATE THEROOT BALL. STAKES TO BEREMOVED AFTER TWO YEARS.FINISHED ELEVATION OF TREECROWN TO BE MIN 3" ANDMAX 6" ABOVE FINISHED GRADECIRCULAR SWALE TO RING TREE,4' DIAMETER WITH 3" HIGHMOUNDED RING OF SOILBURLAP TO BE REMOVEDFROM TOP 13 OF ROOT BALL.REMOVE WIRE CAGE FOLLOWINGPLANTING.13 NATIVE SOIL WITH 13 SANDY LOAMAND 13 DEBRIS FREE TOPSOIL.EXCAVATE HOLE AS SHOWN,3X DIAMETER OF ROOT BALL3L03.011/2"=1'Perennial Planting DetailX XXYBED EDGING ANDMULCH AS SPECIFIEDTILL NATIVE SOIL TO 12" DEPTH, ADDING ORGANIC SOILAMDENDMENT SO AS TO REACH MIN. 15% ORGANIC CONTENT IN SOIL.X = PLANT SPACING. REFER TO PLANT LEGEND FORSPACINGY = SPACING BETWEEN ROWS. 86% OF XO = PLANT LOCATIONTRIANGULAR SPACING4L03.011/2"=1'Ornamental Grass Planting DetailTRIANGULAR SPACING= PLANT LOCATIONX XXYY = SPACING BETWEEN ROWS, 86% OF X.X = PLANT SPACING. REFER TO PLANT LEGEND FOR SPACING REQUIREMENTS.TILL NATIVE SOIL TO 12" DEPTH. ADD ORGANICMATERIAL AS NECESSARY TO ACHIEVE 15% ORGANICCONTENT IN SOIL.BED EDGING AND MULCHAS SPECIFIED6L03.013/4"=1'Sod Planting at Pavement EdgePAVEMENT EDGE - SEE PLANSAND PAVING DETAILS FORADDITIONAL INFORMATION.SEE ALSO EDGING DETAILS ASAPPLICABLE.34" MINUS WASHED AGGREGATEBASE MATERIAL UNLESSOTHERWISE NOTED. SEEPAVING DETAILS FOR BASEMATERIAL DEPTHPREPARED SUBGRADE. REMOVEALL STONES OR OTHER DEBRISGREATER THAN 1" DIA. AND TILLEXISTING SOIL MIN. 4" BEFOREADDING TOPSOIL ORAMENDMENTS.1"REVEAL - SEE NOTE 2NOTE:1.SLOPE PLANTED AREAS AWAY FROM PAVED AREAS2.FINISH GRADES AT PAVEMENT EDGES MUST BE AT A LEVEL SUCH THATTHE ESTABLISHED TURF SURFACE WILL BE ONE (1) INCH BELOW TOP OFPAVEMENT FOR A MINIMUM DISTANCE OF SIX (6) FEET FROM THE EDGE.3.CONTRACTOR SHALL PROVIDE A 3" MINIMUM COMPACTED, DEPTH OFTOPSOIL ON ALL LAWN AREAS. TOPSOIL SHALL BE DRUM ROLLED ORTRACK-PACKED AND GRADED SMOOTHLY AND EVENLY.3" MIN. TOPSOIL. SEE NOTE 3SLOPESOD PER PLAN7L03.011"=1'Boulder DetailBOULDER PER PLAN.POSITION BOULDERWITH SMOOTHESTSIDE UP AND LEVELFOR USE AS A BENCHFINISHED GRADECOMPACT AGGREGATEBASE, 3" DEPTHNATIVE SOILMULCH PER PLAN1/2 TO 1/3 OF BOULDERTO BE BURIED BELOWFINISHED GRADE.5L03.011"=1'Edging Detail14" NATURAL STEEL EDGINGMULCH MATERIAL PER PLANMIN 3" DEEP.FINAL ELEVATION MIN 1" BELOWTOP OF STEEL EDGING1" FACE REVEAL#4 REBAR, 24" OC, MIN. 18" DEPTH SPOT WELD ON SITETO STEEL EDGINGWEED FABRIC PER PLAN4" STAPLES, 18" OCINTERIOR OREXTERIOR WALL15 1/2"CONTROLLER MODEL PER PLANMINIMUM CLEARANCEFOR DOOR OPENINGCONTROL WIRE CONDUIT,UP TO 2 1/2" SIZE.3/4" POWER SUPPLY CONDUITJ-BOX INSIDE CONTROLLERCONNECT PER LOCAL CODEADDITIONAL CONTROL WIRECONDUIT, UP TO 2" SIZE.SUPPLEMENTAL GROUND WIREINSTALL PER ASIC GUIDELINES8L03.01NTSIrrigation Controller Detail9L03.01NTSBackflow Preventer(1)FINISHED GRADENOTES1.1 12" BACKFLOW ASSEMBLY, PER LOCAL CODES AND ORDINANCES2.PRESSURE VACUUM BREAKERS MUST BE INSTALLED AT LEAST 12" ABOVEDOWNSTREAM PIPING3.ALL NIPPLES AND VALVES TO BE COPPER OR BRASSMANUAL BRASS SHUTOFFBALL VALVEMANUAL BRASS SHUTOFFBALL VALVEWINTERIZATION ASSEMBLY TO BEINSTALLED AS CLOSE TO BACKFLOW PREVENTER AS POSSIBLE.1"x4" CEDAR PANEL BACKFLOWENCLOSURENOTE:FOR MOST ACCURATE TEMPERATURESENSING, ROTATE THE MWS SO THAT THETHERMOSTAT PORTION POINTS SOUTH.THE MWS IS DESIGNED TO MOUNT ON A POSTOF 2" PIPE, ANY COMBINATION OF PIPE ANDFITTINGS MAY BE USED.2" PIPEMOUNT TO POST OR WALLWITH CONDUIT CLAMPSMODEL MWS-FR OR SIMILAROPTIMUM MOUNTINGHEIGHT 6' ABOVE GRADERUN LEAD WIRESTO CONTROLLER10L03.01NTSMini Weather Station - Hunter or Equivalent11L03.01NTSQuick CouplerNOTE:FINISH GRADES AT VALVE BOXES MUST BE AT A LEVEL SUCH THAT THEESTABLISHED TURF OR MULCH SURFACE WILL FLUSH WITH THE TOPOF THE BOX.QUICK COUPLING VALVE:RAINBIRD HQ44-RC OR EQUIVALENT34" ROUND VALVE BOX WITHLOCKING LID3 INCH MINIMUM DEPTH OF34" WASHED GRAVELBRICK (1 OF 2)PVC SCH. 80 NIPPLEPVC 1X1 TXT COUPLING LASCOG132212 SWING JOINTPVC OR POLY MAINLINE PIPEPER PLAN36" #4 REBAR WITH STAINLESSSTEEL GEAR CLAMPSFINISH GRADE.18"12"18"12"18"18"12L03.01NTSTrenching DetailsFINISH GRADELATERALLATERALMAIN LINEBEDDINGLOW VOLTAGE WIRELOW VOLTAGE WIRESECTIONSPLANSSNAKE ALLLATERAL PIPEIN TRENCHTAPE AND BUNDLE ALL WIRING AT 10'INTERVALS. USE 6" WIDE MARKING TAPE 6"ABOVE ALL DIRECT BURIAL WIRING. ALLSPLICES SHALL BE MADE IN VALVE BOXESAND LOCATED ON AS-BUILT PLANS.ALL 120V. WIRING SHALL BE IN CONDUIT WITHMARKER TAPE AS ABOVE. ALL WIRING UNDERPAVEMENT AND THROUGH SLEEVES SHALL BEIN CONDUIT.TIE A LOOSE 20" LOOP IN WIRING AT ALLCHANGES IN DIRECTION GREATER THAN 30DEGREES. UNTIE ALL LOOPS AFTER MAKINGCONNECTIONSFINISH GRADEMARKING TAPETIESLOOPDIRECT BURYSECTIONCONDUITSECTIONDIRECT BURY PLANCONDUIT PLANFINISH GRADESCH. 40 PVC SLEEVE - 4" MIN. OR 2X THE O.D.OF THE IRRIGATION PIPINGWRAP 12 GAUGE WIRE AROUND EACH ENDOF THE SLEEVE AND EXTEND TO THESURFACEWASHED AND GRADED MORTARSAND BACKFILL IN ROCKY SOIL.PAVEMENT EDGE13L03.01NTSIrrigation SleeveNOTE:1.CAP SLEEVES UNTIL USE.2.4" MIN. HORIZONTAL SEPARATION REQUIRED BETWEEN SLEEVESIN THE SAME TRENCH.3.IRRIGATION PIPE AND CONTROL WIRES SHALL BE SLEEVEDSEPARATELY.4.SOIL AROUND SLEEVE BACKFILLED AND COMPACTED TO THESAME DENSITY AS THE SURROUNDING SOIL.DEPTH PER TRENCHING DETAILEQ.EQ.14L03.01NTSValve Box LayoutIRRIGATION CONTROLVALVE BOXPROVIDE EQUAL SPACINGBETWEEN BOXESEDGE OF PAVEMENTALIGN BOXES PARALLEL TO THEEDGE OF PAVEMENTPLACE BOXES A MINIMUM OFONE (1) FOOT FROM EDGE OFPAVEMENTNOTE:GROUP SIMILAR BOX TYPES AND SIZES TOGETHER, I.E. PLACERECTANGULAR OR ROUND BOXES TOGETHER.1' MIN.NIBCO T-113 BRONZE GATEVALVE OR EQUIVALENTSCH 40 MALE ADAPTORFINISH GRADE10" VALVE BOX W/LOCKING LIDSCH 40 PVC MAIN LINE15L03.01NTSIsolation ValveNOTE:FINISH GRADES AT VALVE BOXES MUST BE AT A LEVEL SUCHTHAT THE ESTABLISHED TURF OR MULCH SURFACE WILLFLUSH WITH THE TOP OF THE BOX.T CHRISTY ID. TAGREMOTE CONTROL VALVESCH 80 PVC SOLVENT WELDED UNIONSSDR 21 PVC LATERAL PIPE16L03.01NTSIrrigation Control Valve - TURFVALVE BOX WITH LOCKING LIDFINISH GRADE - SEE NOTEWATERPROOF CONNECTIONS (2)18-24" COILED WIRESCH. 80 TOE NIPPLESCH. 40 FITTINGSBRICK SUPPORTS (4)34" MINUS WASHED GRAVELNOTE:FINISH GRADES AT VALVE BOXES MUST BE AT A LEVEL SUCH THAT THEESTABLISHED TURF OR MULCH SURFACE WILL FLUSH WITH THE TOPOF THE BOX.19L03.01NTSDrip for Trees and Large ShrubsGALVANIZED TIEDOWN STAKE:PRESSURECOMPENSATINGEMITTER MODULE14" VINYLDISTRIBUTION TUBINGDIFFUSER BUG CAPTREEXERI-TUBE 700COMPRESSIONADAPTERPVC FITTING AND RISERPVC LATERAL PIPECOMPRESSION FLUSHTREE PLANDIFFUSER BUG CAP:14" TUBING STAKE:MULCH AS SPECIFIEDWEED CONTROL FABRIC14" VINYL DISTRIBUTIONTUBINGXERI-TUBE 700SINGLE-OUTLET EMITTERTREE SECTIONNOTE:1.DIRECT (2) EMITTERS PER SHRUB AND (3) PERTREE2.EMITTERS SHOULD BE PLACED INSIDE TREEWELL, HALFWAY BETWEEN THE BASE OF THETREE AND EDGE OF ITS CANOPY.3.RUN XERI-TUBE 700 DISTRIBUTION TUBINGNO MORE THAN 250' LENGTH4.RUN 14" VINYL DISTRIBUTION TUBING NOMORE THAN 5' LENGTH20L03.01NTSEmitter on Stake14" TUBING DRIP EMITTERTUBING STAKEAMENDED SOIL 17MM BLANK PLD TUBING14" BARBED CONNECTORSUPER JUMBO VALVE BOXFINISH GRADE -SEE NOTE18-24" COILED WIREWATERPROOF CONNECTORS (2)BRICK SUPPORTS (7)SCH 80 T.O.E. NIPPLEMAIN LINE PIPE & FITTINGS3/4" MINUS WASHED GRAVELDRIP ZONE KITLATERAL PIPE AND FITTINGSPVC SLIP UNIONS (2)17L03.01NTSIrrigation Control Valve - DRIPNOTE:FINISH GRADES AT VALVE BOXES MUST BE AT A LEVEL SUCH THAT THEESTABLISHED TURF OR MULCH SURFACE WILL FLUSH WITH THE TOP OF THEBOX.LATERAL PIPEFINISH GRADELATERAL TEE OR ELLSWING JOINT:HUNTER SJ-506 OR EQUIVALENT18L03.01NTSHunter Pro Spray or EquivalentNOTE:FINISH GRADES AT VALVE BOXES MUST BE AT A LEVELSUCH THAT THE ESTABLISHED TURF OR MULCH SURFACEWILL FLUSH WITH THE TOP OF THE BOX.MODEL PROS-04-PRS40-CV OR EQUIVALENTWITH MP ROTATOR NOZZLESHEET TITLEISSUES/REVISIONSSTAMPSHEET NUMBERZ:\Clients\Black and Olive\Autocad\01_Sheets BLACK & OLIVE, LLC BLACK OLIVE 110 EAST OLIVE STREET, BOZEMAN, MONTANA 59715NOT FORCONSTRUCTION#DateDescription10/04/2016SITE PLAN#DateDescription21/04/2017SITE PLAN REV 2L03.01LANDSCAPEAND IRRIGATIONDETAILS 625AT625AT625AT625AT16250ADJUSTABLEBENCHUTILITY BENCHGENERAL ACCESSIBILITY NOTES A.THERMOSTATS SHALL BE MOUNTED 48" MAX. A.F.F. MEASURED TO THE HIGHEST OPERABLE PART (NOT TO CENTERLINE OF BOX). B.ELECTRICAL OUTLETS, DATA, VOICE AND CABLE DEVICES SHALL BE MOUNTED 15" MIN. A.F.F MEASURED TO THE CENTERLINE OF THE LOWEST DEVICE OUTLET (NOT TO CENTERLINE OF THE OUTLET BOX). C.ALL KITCHEN OUTLETS SHALL BE INSTALLED 46" MAX. A.F.F. MEASURED TO THE CENTERLINE OF THE HIGHEST DEVICE OUTLET (NOT TO THE CENTERLINE OF THE OUTLET BOX). KITCHEN OUTLETS SHALL BE INSTALLED 36" MIN. FROM CORNER COUNTERTOP CONDITIONS. D.GRAB BAR REINFORCING SHALL BE INSTALLED AT ALL TOILET, BATH AND SHOWER LOCATIONS IN ALL UNIT TYPES REGARDLESS OF UNIT ACCESSIBILITY TYPE. ACCESSIBLE PATH OF TRAVEL ACCESSIBLE BUILDING ENTRANCE OTHER RESTRICTED BUILDING ENTRANCES ACCESSIBILITY LEGEND TYPE A UNITS ACCESSIBLE PARKING ACCESSIBLE TRASH ROOM ACCESSIBLE CAR SHARE ACCESSIBLE RETAIL ACCESSIBLE LEASING ACCESSIBLE ELECTRICAL ACCESSIBLE GARAGE ACCESS TO RETAIL ACCESSIBLE MAIL ROOM ACCESSIBLE ELEVATOR REFREFREFREF ACCESSIBLE FITNESS 2 2 CODE A UNIT CODE A UNIT ACCESSIBLE TRASH ROOM ACCESSIBLE ELEVATOR REFREFREFREF ACCESSIBLE TRASH ROOM ACCESSIBLE ELEVATOR REFREFREFREF REFREFREFREF PROJECT COPYRIGHT BY JOHNSON NATHAN STROHE (JNS). ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE MODIFIED, DUPLICATED, DISCLOSED, USED FOR ANOTHER PROJECT, OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT AND INDEMNIFICATION OF JNS SHEET TITLE ISSUES/REVISIONS STAMP SHEET NUMBER PRINTED ON1600 Wynkoop St., Suite 100 | Denver, CO 80202303.892.7062WWW.JNS.DESIGN12/28/2016 8:52:56 AMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA00.40BLACK & OLIVE, LLCBLACK OLIVE #1611 ACCESSIBILITY CODE REQUIREMENTS & PLANS 110 E. OLIVE STREET, BOZEMAN, MONTANA 59715 1/16" = 1'-0"1 LEVEL 1 - ACCESSIBILITY PLAN 1/16" = 1'-0"2 LEVEL 2 - ACCESSIBILITY PLAN 1/16" = 1'-0"3 LEVEL 3 - 5 - ACCESSIBILITY PLAN 1/16" = 1'-0"4 ROOF PLAN - ACCESSIBILITY PLAN # Date Description 09/12/2016 100% SCHEMATIC DESIGN 09/22/2016 100% SCHEMATIC DESIGN (ARCH UPDATE) 10/04/2016 SITE PLAN 1 11/30/2016 SITE PLAN - REV 1 2 01/04/2017 REV 2 A."CODE TYPE A" AND "CODE TYPE B" DETAILS APPLY TO ALL RESIDENTIAL UNITS AND ARE BASED ON IBC, ANSI 117.1, AND FHA REQUIREMENTS. B. "PUBLIC" DETAILS APPLY TO PUBLICLY ACCESSIBLE SPACES INCLUDING LEASING, AMENITY, COURTYARD, AND RETAIL SPACES AND ARE BASED ON IBC AND 2010 ADA. Specification AIf Specification A is used it applies to all bathrooms, and all fixtures in those bathrooms must be usable. Specification B If Specification B is used, it applies to one bathroom, and only one of each type of fixture must be usable; additional bathrooms in the unit are exempt only from maneuvering and clear floor space requirements at fixtures. Usable bathroom specifications include: 1. an accessible route to and into the bathroom with a nominal 32-inch clear door opening (Requirements 3 and 4), 2. switches, outlets, and controls in accessible locations (Requirement 5), 3. reinforced walls to allow for the later installation of grab bars around the toilet, tub, and shower stall; under certain conditions provisions for reinforcing must be made in shower stalls to permit the installation of a wall-hung bench seat (Requirement 6), 4. maneuvering space within the bathroom to permit a person using a mobility aid to enter the room, close and reopen the door, and exit (Requirement 7), and5. maneuvering and clear floor space within the bathroom to permit a person using a mobility aid to approach and use fixtures; fixture dimensions and placement are specified only under certain conditions (Requirement 7). Bathroom Requirements for Covered Dwelling Units All bathrooms as defined in the Guidelines must: 1. be on an accessible route (Requirement 4), 2. have 32-inch nominal clear width doorways (Requirement 3), 3. have switches, outlets, and controls in accessible locations (Requirement 5), 4. have reinforcing around toilets, tubs, and showers (Requirement 6), and 5. meet Requirement 7, Specification A or B: Specification A If Specification A is used it applies to all bathrooms, and all fixtures in those bathrooms must be usable. Specification BIf Specification B is used, it applies to one bathroom, and only one of each type of fixture must be usable; additional bathrooms in the unit are exempt only from maneuvering and clear floor space requirements at fixtures. Powder Room Requirements for Covered Dwelling Units Powder rooms must: 1. be on an accessible route (Requirement 4), 2. have 32-inch nominal clear width doorways (Requirement 3), and 3. have switches, outlets, and controls in accessible locations (Requirement 5). Exception When the powder room is the only toilet facility on the entry level of a multi-story unit in a building with one or more elevators, it must, in addition to Requirements 3, 4, and 5, meet the reinforcing specifications of Requirement 6 and the maneuvering and clear floor specifications of Requirement 7. Maximum Allowable Height Difference Between Interior Floor Level and Exterior Floor Level level difference at primary entry door: 0'' pervious construction (e.g., wood decking with spaces) 1/2'' impervious construction (e.g., concrete, brick, or flagstone) level difference at secondary door: 1/2'' pervious construction 4'' impervious construction Walks on Accessible Routes Walks that are part of accessible routes become ramps when their slope exceeds 5% (1 in 20). Handrails are not required on walks with slopes between 0% and 5%, but they are required on those steeper than 5% and up to 8.33% (1 in 12). Slopes steeper than 8.33% are not usable by most people with disabilities and cannot be considered part of an accessible route.Handrail requirements for walks differ, depending upon which buildings the walks connect. This is addressed in the following sections. FAUCET CONTROLS SHALL COMPLY WITH ANSI SEC. 309.4, PROVIDE FORWARD APPROACH WITH REMOVABLE BASE CABINET PER ANSI SEC. 1003.12.4.1, PROVIDE KNEE SPACE COMPLIANT WITH SEC.306, PLUMBING PIPING AND DISPOSAL ARE NOT PERMITTED TO ENCROACH ON KNEE SPACE SINK 33 1/2" MAX. A.F.F. TO TOP OF SINK RIM OR COUNTERTOP AND ONE BOWL SHALL HAVE A MAX. DEPTH OF 6 1/2" FROM TOP OF COUNTERTOP REFRIGERATOR SIDE BY SIDE CONFIGURATION, SHALL COMPLY WITH ANSI SEC. 1003.12.6.6 WORK SURFACE 34" MAX. A.F.F. WITH REMOVABLE BASE CABINET, FINISH WALL, FLOOR AND END PANELS OF SIDE CABINETS RANGE WITH FRONT ACCESSIBLE CONTROLS, RANGE HOOD ABOVE SHALL HAVE CONTROLS FOR LIGHT AND EXHAUST FAN WITHIN ACCESSIBLE REACH RANGE NOTE: DESIGN BASED ON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH NOTE: ALL 30"X48" CLEARANCES SHALL BE CENTERED ON THE APPLIANCE FOR PARALLEL APPROACH, UNLESS NOTED OTHERWISE REFRIGERATOR RANGE WITH RANGE HOOD ABOVE 30"X48" 30"X48" 30"X48" 30"X48" 30"X48"40" MIN.54".30" MIN. 30" MIN. SHOWER SPRAY UNIT WITH 59" LONG MIN. HOSE THAT CAN BE USED AS A FIXED OR HAND-HELD SHOWER HEAD. THE HAND-HELD PORTION MUST BE MOUNTED NO HIGHER THAN 48" PER ANSI SEC. 607.6 CONTROL LOCATION, EXCLUDING DRAIN STOPPERS18" MIN.6" MAX.3" MIN.3'-0" MAX.CL 1' - 6"1' - 6" 3' - 0"NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH. NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS 3' - 0"2' - 6"6"4' - 0"6"4' - 0"GRAB BAR REINFORCEMENT REQUIRED. REFER TO TUB/SHOWER BLOCKING DETAIL GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED 30" X 48" CLEARANCE FOR PARALLEL APPROACH PER ANSI SEC. 1004.11.3.1.3.1 30 "X 48" 30" X 48" REFRIGERATOR DISH WASHER NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH NOTE: ALL 30 X 48 CLEARANCES SHALL BE CENTERED ON THE APPLIANCE OR PLUMBING FIXTURE FOR PARALLEL APPROACH 30 "X 48" 30 "X 48"4' - 6"40" MIN. CLR.40" MIN. CLR.GRAB BAR REINFORCEMENT REQUIRED GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED LAVATORY COMPLYING WITH ANSI SEC. 1003.11.5 ARE PERMITTED TO ENCROACH ON CLEARANCE GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED TOILET FLUSH CONTROLS BETWEEN 15" AND 36" A.F.F. AND OPERABLE WITH 5 LBS OF PRESSURE OR LESS. LOCATE FLUSH CONTROL ON THE OPEN SIDE OF WATER CLOSET PER ANSI 117.1 SEC 309 AND 604.6 4'-2"NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH5' - 6"5' - 0"8"4' - 2"3' - 6"1' - 0"3' - 8"2" 3' - 0"6" 1' - 6" MIN.1' - 6" FAUCET CONTROLS SHALLCOMPLY WITH ANSI SEC. 309.4 AT LEAST 1 SINK BOWL SHALL HAVE A MAX. DEPTH OF 6 1/2" FROM TOP OF COUNTERTOP TOP OF COUNTERTOP OR SINK SHALL BE 33 1/2" A.F.F. MAX. EXPOSED PLUMBING PIPES SHALL BE INSULATED AND COMPLY WITH ANSI SEC. 306.4 REMOVABLE SINK BASE CABINET - AFTER BASE IS REMOVED, REMAINING CABINET SHALL PROVIDE CLEAR KNEE SPACE PER ANSI SEC. 306.4 FINISH WALL, END PANELS OF CABINETS AND EXTEND FLOOR FINISH BENEATH REMOVABLE BASE CABINET NOTE: DESIGN BASED ON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH3' - 0"2' - 9 1/2" MAX.2' - 3" MIN.33" MIN.6 1/2"30" X 48" CLEARANCE FOR PARALLEL APPROACH GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED GRAB BAR REINFORCEMENT REQUIRED. REFER TO TUB/SHOWER BLOCKING DETAIL NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH. NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS 2' - 8"2' - 6"6"4' - 0"6"2' - 8"4' - 0"TOILET TISSUE DISPENSER SHALL NOT BE WITHIN 1 1/2" OF ANY GRAB BAR OR OTHER OBSTRUCTION TOILET, FLUSH CONTROLS BETWEEN 15" AND 36" A.F.F. AND OPERABLE WITH 5 LBS. OF PRESSURE OR LESS. LOCATE FLUSH CONTROLS ON THE OPEN SIDE OF WATER CLOSETS PER ANSI 117.1 SEC. 309 AND 604.6 NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH. NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS. 7"-9"19" MAX.15" MIN.48" MAX.15" MIN.REMOVABLE BASE CABINET - AFTER CABINET IS REMOVED, REMAINING BASE CABINET SHALL PROVIDE CLEAR KNEE SPACE PER ANSI SEC. 306.4 FINISH WALL, END PANELS OF SIDE CABINETS AND EXTEND FLOOR FINISH BENEATH REMOVABLE BASE CABINET TOP OF COUNTER SHALL BE 33 1/2" A.F.F. MAX. NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH. NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS.3' - 0"33 1/2" MAX.27" MIN.33" MIN. 30" X WIDTH OF TUB REQUIRED CLEARANCE FOR PARALLEL APPROACH GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED GRAB BAR REINFORCEMENT REQUIRED. REFER TO TUB/SHOWER BLOCKING DETAIL NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH 2' - 8"2' - 6"6"4' - 0"6"2' - 8"LENGTH OF TUB48" X 60" CLEARANCE FOR FORWARD APPROACH PER ANSI SEC. 1004.11.3.1.3.2 NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH. NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS 3' - 0"5' - 0"6"4' - 0"6"4' - 0"GRAB BAR REINFORCEMENT REQUIRED. REFER TO TUB/SHOWER BLOCKING DETAIL GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED FAUCET CONTROLS SHALL COMPLY WITH ANSI SEC. 309.4, PROVIDE FORWARD APPROACHWITH REMOVABLE BASE CABINET PER ANSI SEC. 1003.12.4.1, PROVIDE KNEE SPACE COMPLIANT WITH SEC. 306, PLUMBING PIPING AND DISPOSAL ARE NOT PERMITTED TO ENCROACH ON KNEE SPACE SINK 33 1/2" MAX. A.F.F. TO TOP OF SINK RIM OR COUNTERTOP AND ONE BOWL SHALL HAVE A MAX. DEPTH OF 6 1/2" FROM TOP OF COUNTERTOP REFRIGERATOR SIDE BY SIDE CONFIGURATION, SHALL COMPLY WITH ANSI SEC. 1003.12.6.6 WORK SURFACE 34" MAX. A.F.F. WITH REMOVABLE BASE CABINET, FINISH WALL, FLOOR AND END PANELS OF SIDE CABINETS RANGE WITH FRONT ACCESSIBLE CONTROLS, RANGE HOOD ABOVE SHALL HAVE CONTROLS FOR LIGHT AND EXHAUST FAN WITHIN ACCESSIBLE REACH RANGE NOTE: DESIGN BASED ON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH NOTE: ALL 30"X48" CLEARANCES SHALL BE CENTERED ON THE APPLIANCE FOR PARALLEL APPROACH, UNLESS NOTED OTHERWISE 30"X48" 30"X48" 30"X48" 30"X48" 30"X48" 30" MIN.60" MIN. CLR.74".30" MIN. 30"X48" REFRIGERATOR DISH WASHER NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH NOTE: ALL 30 X 48 CLEARANCES SHALL BE CENTERED ON THE APPLIANCE OR PLUMBING FIXTURE FOR PARALLEL APPROACH6' - 2"60" MIN. CLR.30"X48" 30"X48" 30"X48" GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED GRAB BAR REINFORCEMENT REQUIRED. REFER TO TUB/SHOWER BLOCKINGDETAIL NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH. NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS6"4' - 0"6"2' - 8"4' - 0"2' - 6"1' - 6"5' - 0" MIN.Accessibility Analysis Black & Olive is an apartment building with 5 stories above grade with a parking garage at the 1st floor. The building is equipped with one elevator providing accessible access to all floors. Of the 56 units, 16 are studio units, 24 are one bedroom units and 16 are two bedroom units. Level 1 of the buildng contains accessible parking, leasing office, fitness, mailroom, and 943 SF of Retail space. Floors two - five each contain 14 residential units each. All required parking will be contained on site in the parking garage and on street parking. Applicable Codes2012 International Building Code (Chapter 11) 2009 ICC/ANSI A117.1, as referenced by the 2009 IBC 1998 Fair Housing Act Design Manual 1986 ANSI A117.1, as referenced by the FHA Design Manual 2010 ADA Standards for Accessible Design Safe Harbor for Compliance The Fair Housing Act Design Manual (1998) Scoping 2012 IBC Section 1107.6.2.1.1 requires that 2% of the total unit count be Type A accessible dwelling units. The remaining units shall be Type B accessible units. 2% of 56 units = 1.12 units (2 units) Type A dwelling units 6 pts each 6 pts x 2 Type A units = 12 pts Type B dwelling units 4 pts each 4 pts x 54 Type B units =216 pts Total points provided 228 pts 2 Type A dwelling units will be provided per 2012 IBC Section 1107.6.2.1.1 Total 1 bedroom Type A units 1 (1 required) Total 2 bedroom Type A units 1 (1 required) Total Type A units 2 Refer to the Accessibility Plans for locations of Type A dwelling units. 2012 IBC Analysis Accessible Route Accessible routes within the site shall be provided from public transportation stops, accessible 1104 parking, accessible passenger loading, and public streets or sidewalks to the accessible building entrance served. At least one accessible route shall connect accessible buildings, accessible facilities, accessible elements and accessible spaces that are on the same site. An accessible path of travel has been provided throughout the building and site. Refer to the accessibility plans for travel within the building and to Civil drawings for accessible paths of travel throughout the site. Employee Work Areas Common use circulation paths within employee work areas shall be accessible routes. A 36" 1104.3.1 wide accessible path of travel has been provided to all employee work areas.--- Multilevel Buildings At least one accessible route shall connect each accessible level. One accessible elevators have 1104.4 been provided within the building. Accessible Entrances At least 60% of all public entrances shall be accessible. 1105 Accessible Parking Two percent of each type of parking space shall be accessible. Per IBC Table 1106.1, 2 total accessible parking stalls shall be provided including 1 Van parking stall. There are (1) van spaces, (1) accessible space and (1) accessible car share space being provided for a total of (2) accessible spaces provided. Accessible parking is provided at the shortest accessible route to the accessible building entrances and Type A dwelling units. Refer to Accessibility drawings on A00.40 for quantityand location of accessible parking stalls at each level. Dwelling Units Dwelling units that are required to be accessible Type A or Type B units shall 1107.2 comply with the applicable portions of the ICC/ANSI 117.1. Refer to the scoping information stated earlier in this analysis for quantity and type of accessible units. Storage Facilities Self-service storage facilities shall provide accessible individual self-storage spaces in accordance 1108.3 with Table 1108.3. 41 storage lockers are provided. Per Table 1108.3, 5% of storage spaces are required to be accessible (1 lockers). 1 accessible storage lockers are provided. Public Toilet and Toilet and bathing facilities shall be accessible. At least one of each type of Bathing Facilities fixture, element, control, or dispenser in each accessible toilet room shall be 1109.2 accessible. Water Closet Where water closet compartments are provided, at least one wheelchair Compartment accessible compartment shall be provided. Accessible compartments shall comply 1109.2.2 with ICC/ANSI 117.1. Sinks Where sinks are provided, at least 5% shall comply with ICC/ANSI 117.1. 1109.3 Kitchens Where kitchens are provided in accessible spaces, they shall comply with ICC/ANSI 117.1. 1109.4 Drinking Fountains One drinking fountain shall be provided per exception at wheelchair elevation. 1109.5 Elevators Elevators shall comply with ICC/ANSI 117.1 per Section 3001.3. 1109.7 Lifts Platform (wheelchair) lifts are permitted to be a part of a required accessible route to spaces 1109.8 that are not open to the general public with an occupant load of not more than 5 [residential units]. Storage Where fixed or built-in storage elements are provided, at least one of each type 1109.9 shall comply with ICC/ANSI 117.1. Work Surface Heights Where counters or work surfaces are provided, at least 5% of the seating and 1109.11 standing spaces, but not less than one, shall be accessible. Controls Controls, mechanisms, and hardware intended for operation by the occupant 1109.13 shall be accessible. Exceptions: 1.Operable parts intended for use only by maintenance personnel. 2.Electrical or communication receptacles serving a dedicated use. 3.Floor electrical receptacles. 4.HVAC diffusers. Operable Windows Where operable windows are provided within accessible spaces, at least one 1009.13.1 operable window shall be accessible. Exception: Accessible windows are not required in kitchens or bathrooms. Recreational Fac.Recreational facilities shall be provided with accessible features per Section 1109.15 1109.14.1 through 1109.14.4. Signage Accessible signage shall be provided per Section 1110 and IIC/ANSI 117.1. 1110 Fire Extinguisher Where provided along accessible routes, surface mounted extinguishers / cabinets projecting more Cabinets\than 4" from wall must have bottom of cylinder / cabinet not exceeding maximum 27" AFF or cane detection device must be provided. If cabinets are partially recessed, cabinet must not project more than 4" from wall or cabinet base must not exceed max. 27" AFF or cane detection device must be provided. WATER CLOSET FRONT OF LAVATORY AND SINK SHALL BE 34" MAX. ABOVE THE FINISHED FLOOR SURFACE MEASURED TO THE HIGHER OF THE FIXTURE RIM OR THE COUNTER SURFACE, OPERABLE FAUCET SHALL COMPLY WITH SECTION 309 LAVATORY SHALL COMPLY WITH ANSI SEC. 606 AND 306. A REMOVABLE BASE CABINET IS PERMITTED PER ANSI 1003.11.5 EXCEPTION 30" X 48" REQUIRED CLEARANCE FOR PARALLEL AND FORWARD APPROACH WITH KNEE SPACE NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH. NOTE: DESIGN BASED UPON 1998 ANSI REQUIREMENTS. ACCESSIBLE LAVATORIES AND SINKS SHALL COMPLY WITH SECTION 608.4' - 0"2' - 6"1' - 3"1' - 3" 2' - 0"2' - 0" 1'-6" MIN. MIRROR SHALL BE INSTALLED AT 40" MAX. ABOVE THE FLOOR TO THE BOTTOM EDGE OF THE REFLECTING SURFACE PROJECT COPYRIGHT BY JOHNSON NATHAN STROHE (JNS). ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE MODIFIED, DUPLICATED, DISCLOSED, USED FOR ANOTHER PROJECT, OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT AND INDEMNIFICATION OF JNS SHEET TITLE ISSUES/REVISIONS STAMP SHEET NUMBER PRINTED ON1600 Wynkoop St., Suite 100 | Denver, CO 80202303.892.7062WWW.JNS.DESIGN12/28/2016 8:53:05 AMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA00.41BLACK & OLIVE, LLCBLACK OLIVE #1611 ACCESSIBILITY ANALYSIS AND DETAILS 110 E. OLIVE STREET, BOZEMAN, MONTANA 59715ACCESSIBILITY ANALYSIS GENERAL ACCESSIBILITY NOTES 1/2" = 1'-0"2 CODE TYPE A - GALLEY KITCHEN1 1/2" = 1'-0"6 CODE TYPE A - TUB/SHOWER1 1/2" = 1'-0"14 CODE TYPE B / OPTION A - TUB 1/2" = 1'-0"11 CODE TYPE B - GALLEY KITCHEN1 1/2" = 1'-0"7 CODE TYPE A - WATER CLOSET 1/2" = 1'-0"3 CODE TYPE A - KITCHEN SINK1 1/2" = 1'-0"12 CODE TYPE B / OPTION B - TUB 1/2" = 1'-0"8 CODE TYPE A -WATER CLOSET1 1/2" = 1'-0"4 CODE TYPE A - WORK SURFACE1 1/2" = 1'-0"5 CODE TYPE A - TUB 1/2" = 1'-0"13 CODE TYPE B / OPTION A - TUB 1/2" = 1'-0"1 CODE TYPE A - U SHAPED KITCHEN1 1/2" = 1'-0"10 CODE TYPE B - U SHAPED KITCHEN1 1/2" = 1'-0"15 CODE TYPE B / OPTION C - TUB 1/2" = 1'-0"9 CODE TYPE A - LAVATORY1 1/4" = 1'-0"16 IBC STRETCHER COMPLIANCE # Date Description 09/12/2016 100% SCHEMATIC DESIGN 10/04/2016 SITE PLAN 1 11/30/2016 SITE PLAN - REV 1 2 01/04/2017 REV 2 GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED LAVATORY ARE PERMITTED TO ENCROACH ON CLEARANCE BATH TUB GRAB BAR REINFORCEMENT REQUIRED NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH4' - 8"4' - 0" 1' - 5" MIN.1' - 6" 3' - 0"6" 3' - 8"2" FRONT OF LAVATORY AND SINK SHALL BE 34" MAX. ABOVE THE FINISHED FLOOR SURFACE MEASURED TO THE HIGHER OF THE FIXTURE RIM OR THE COUNTER SURFACE LAVATORY, NO KNEE SPACE REQUIRED WATER CLOSET 30" X 48" REQUIRED CLEARANCE FOR PARALLEL APPROACH NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH2' - 6"2' - 0"2' - 0" 1' - 5" MIN. HATCHED AREA REPRESENTSMIN. REINFORCED AREA BACK WALL CONTROL AND HEAD WALL NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS, REFER TO SECTION 609.8 FOR BLOCKING DESIGN REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH BASED ON GUIDELINES P.9510 FEDERAL REGISTER 3/6/91 PART OF SAFE HARBOR USING 2003 ANSI A117.16"4' - 0"6" 8" 2' - 6"1' - 10"8"2' - 6"3' - 2" MIN.VERTICAL BLOCKING ONLY REQUIRED AT CONTROL WALL 1' - 2"2' - 0" MIN.1' - 2"CL CL HATCHED AREA REPRESENTS MIN. REINFORCED AREA VERTICAL BLOCKING REQD. AT PUBLIC AREAS ONLY. (RE:10:A00.33) NOT REQD. IN TYPE A AND B UNITS NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS; REFER TO SECTION 609.8 FOR BLOCKING DESIGN REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH MIN. 1' - 2" MIN. 1' - 2" 2' - 0" MIN.2' - 0" MIN.8"2' - 6"8"2' - 6"8"2' - 6"5' - 0"5' - 0" 3' - 1"8" GRAB BAR REINFORCEMENT REQUIRED GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED A SWING UP GRAB BAR SHALL BE INSTALLED PER ANSI SECTION 604.5.3 NOTE: DETAIL APPLIES TO SWING UP GRAB BAR AS DEFINED IN ANSI SECTION 604.5.3 AT LOCATIONS WHERE WALL MOUNTED GRAB BARS ARE NOT FEASIBLE NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH 1' - 3 3/4"1' - 3 3/4" 3' - 10"2' - 4"MIN. 1' - 6"1' - 6" TOILET FLUSH CONTROLS BETWEEN 15" AND 36" A.F.F. AND OPERABLE WITH 5 LBS OF PRESSURE OR LESS, LOCATE FLUSH CONTROL ON THE OPEN SIDE OF WATER CLOSET PER ANSI 117.1 SECTION 309 AND 604.6 INTERIOR EXTERIOR PATIO SWING DOOR THRESHOLD 1 2 IMPERVIOUS BALCONY MATERIAL IN LINE WITH INTERIOR FINISH FLOOR ELEVATION. SLOPED AT 1/8" / FT. MAX. NOTE: DESIGN BASED UPON 2009 ANSI 117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH1/2" MAX.PROVIDE BEVELED TRANSITION STRIP WHERE THRESHOLD EXCEED 1/4" INTERIOR EXTERIOR PATIO SWING DOOR THRESHOLD 1 2 IMPERVIOUS BALCONY MATERIAL IN LINE WITH INTERIOR FINISH FLOOR ELEVATION. SLOPED AT 1/8" / FT. MAX. NOTE: DESIGN BASED UPON 2009 ANSI 117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH1/2" MAX.3" MAX.PROVIDE BEVELEDTRANSITION STRIP WHERE THRESHOLD EXCEED 1/4" FLUSH CONTROLS SHALL COMPLY WITH ANSI SEC. 309 MAXIMUM 17" RIM HEIGHT ABOVE FINISH FLOOR 30X48 CLEAR FLOOR SPACE CENTERED ON URINAL URINAL SCREEN OR WALL NOTE: DESIGN BASED UPON 2009 ANSI 117.1 REQUIREMENTS AND 2010 ADA STANDARDS FOR ACCESSIBILITY NOTE: ALL DIMENSIONS ARE TO FACE OF FINISHNOTE: IF MORE THAN ONE URINAL IS PROVIDED, A MINIMUM OF ONE URINAL MUST HAVE A 48" MIN. CLEAR FORWARD APPROACH WIDTH. 4' - 0" MIN.2' - 6"13 1/2" MIN.2' - 8" MIN.4' - 0"2' - 6" 6" MAX.8" MIN.27" MIN.29" MIN.34" MAX.TO REFLECTIVE SURFACE40" MAX.LAVATORY 30" X 48" CLEAR FLOOR AREA CENTERED ON LAVATORY MIRROR APRON IF NEEDED PROVIDE PIPE WRAP INSULATION IF APRON IS NOT PROVIDED NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS AND 2010 ADA STANDARDS FOR ACCESSIBILITY NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH INCLUDING FINISH FLOOR ELEVATION NOTE: GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE OBJECT PROTRUSION IS BEYOND THE LIMITS ALLOWED BY ANSI SECTION 307.2 AND 307.3 NOTE: INFORMATION BASED UPON ANSI 117.1 2003 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH SECTION 2'-3" MAX.3' - 0"X < 7' - 0" OR 84"GUARDRAILS OR OTHER BARRIERS MUST BE PROVIDED WHERE VERTICAL CLEARANCES ARE LESS THAN 84" ABOVE THE FLOOR. THE LEADING EDGE OF SUCH GUARDRAIL SHALL BE 27" MAX A.F.F. PER ANSI SECTION 307.4 NOTE: INFORMATION BASED UPON 2010 ADA ACCESSIBILITY GUIDELINES AND 2009 ANSI 117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH6' - 8" MIN. HEADROOM 6' - 8" MAX.2' - 3" MIN.4" MAX. OBJECTS WITH LEADING EDGES STARTING MORE THAN 27" A.F.F. WITH A HEIGHT NOT MORE THAN 80" MAX. ARE PERMITTED TO PROTRUDE 4" HORIZONTALLY INTO A CIRCULATION PATH PER ANSI 307.2, PROTRUDING OBJECTS CANNOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. NOTE: HANDRAILS ARE PERMITTED TO PROTRUDE 4" MAX NOTE: DOOR CLOSERS AND DOOR STOPS ARE PERMITTED TO BE 78" MIN. A.F.F. NOTE: GUARDRAILS AND OTHER BARRIERS SHALL BE PROVIDED WHERE OBJECTSPROTRUSION IS BEYOND THE LIMITS ALLOWED BY ANSI SECTION 307.2 AND 307.3 3'-9" MAX - CL OF HIGHEST DEVICE1'-4" MIN.CL OF LOWEST DEVICEALL ENVIRONMENTAL CONTROLS, ELECTRICAL OUTLETS, LIGHT SWITCHES AND USER CONTROLS FOR SECURITY OR INTERCOM SYSTEMS ARE TO BE POSITIONED IN ACCESSIBLE LOCATIONS PROVIDE 30" X 48" CLEAR FLOOR SPACE PERPENDICULAR TO WALL FOR FORWARD APPROACH PROVIDED BOTTOM OF LOWEST OUTLET OF RECEPTACLE AT MIN. / MAX. DIMENSIONS GIVEN PLACE TOP OF HIGHEST OUTLET OF RECEPTACLE AT MAX. DIMENSIONS GIVEN AT KITCHEN COUNTER OR OTHER OBSTRUCTIONS 20"-25" DEPTH. ALL KITCHEN OUTLETS SHALL BE INSTALLED 45" MAX. A.F.F. MEASURED TO THE CENTERLINE OF THE HIGHEST DEVICE OUTLET (NOT TO THE CENTERLINE OF THE OUTLET BOX). KITCHEN OUTLETS SHALL BE INSTALLED 36" MIN. FROM CORNER COUNTERTOP CONDITIONS. NOTE: AT ANSI TYPE A UNITS REACH RANGES ALSO APPLY TO APPLIANCE CONTROLS, OPERATING HARDWARE FOR OPERABLE WINDOWS AND PLUMBING FIXTURES NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH NOTE: INFORMATION BASED UPON ANSI 117.1 2003 REQUIREMENTS NOTE: AT ANSI TYPE A UNITS REACH RANGES ALSO APPLY TO APPLIANCE CONTROLS, OPERATING HARDWARE FOR OPERABLE WINDOWS AND PLUMBING FIXTURES NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH NOTE: INFORMATION BASED UPON ANSI 117.1 2003 REQUIREMENTS ROOM NAME . .. ... NOTE: TEXT TO BE READ PER APPLICABLE ROOM DESIGNATION NOTE: BRAILLE TO BE READ PER APPLICABLE ROOM DESIGNATION SIGN REPRESENTATIONAL ONLY LOWEST TACTILE CHARACTER4'-0" MIN. TO BASELINE OFHIGHEST BASELINE CHARACTER60" MIN. TO BASELINE OFSIGN NOTES: 1. IDENTIFICATION SIGNS SHALL BE PROVIDED AS REQUIRED BY 2012 ADA DESIGN GUIDLINES CHAPTER 4. 2. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED THAT A CLEAR FLOOR AREA 18" MIN. X 18" MIN. CENTERED ON THE TACTILE CHARACHTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. 3. TACTILE CHARACTER SHALL BE 5/8" MIN. AND 2" MAX. 4. TACTILE CHARACHTERS SHALL BE RAISED 1/32", BRAILLE DOTS SHALL BE RAISED 1/40". CL CL CLCL CL CL CL CL CL CL 1 1/2" DIA. GRAB BAR TOILET TISSUE DISPENSER. DISPENSER SHALL NOT BE WITHIN 1 1/2" OF ANY GRAB BAR OR OTHER OBSTRUCTION 1 1/2" DIA. GRAB BAR TOILET FLUSH CONTROLS BETWEEN 15" AND 36" A.F.F AND OPERABLE WITH 5 LBS. OF PRESSURE OR LESS. LOCATE FLUSH CONTROLS ON THE OPEN SIDE OF WATER CLOSETS PER ANSI SEC. 604.10.6 NOTE: DESIGN BASED UPON ADA ACCESSIBILITY GUIDELINES AND 2009 ANSI 117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH 1'-0" 6"3' - 0"19" MAX.17" MIN.3' - 0"39" TO 41" 1' - 0"3' - 6"19" MAX.17" MIN.8"19" MIN.33" TO 36"1' - 6" MIN.39" TO 41"1' - 6" HATCHED AREA REPRESENTS MIN. REINFORCED AREA4"4"CL CL CL CL 1 1/2" DIA. GRAB BAR NOTE: DESIGN BASED UPON 2009 ANSI REQUIREMENTS AND ADA STANDARDS FOR ACCESSIBILITY NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH 1'-6" 2' - 0" MIN. 1' - 0" MIN.4' - 8" MIN.5' - 0" MIN.3' - 6" MIN.1' - 0" MAX.GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED LAVATORY ARE PERMITTED TO ENCROACH ON CLEARANCE BATH TUB GRAB BAR REINFORCEMENT REQUIRED NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH 1' - 5" MIN.1' - 6"5' - 6"4' - 0" 3' - 0"6" 3' - 8"2" GRAB BAR REINFORCEMENT REQUIRED GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED LAVATORY ARE PERMITTED TO ENCROACH ON CLEARANCE 4'-0"5'-6"NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH 1'-6"1'-5" MIN.3' - 6"1' - 0"8"4' - 2"3' - 0"6" 3' - 8"2" GRAB BAR REINFORCEMENT REQUIRED GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED LAVATORY ARE PERMITTED TO ENCROACH ON CLEARANCE NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH 1'-6"1'-5" MIN.3' - 6"1' - 0"8"4' - 2"3' - 0"6" 3' - 8"2"4' - 8"4' - 0" NOTE: DESIGN BASED UPON 2003 117.1 ANSI REQUIREMENTS AND 2010 ADA STANDARDS FOR ACCESSIBILITY 32" MIN. CLEAR WIDTH OPENING PROVIDE 9" MIN. TOE CLEARANCE BENEATH TOILET PARTITIONS, TYP. 1/2" = 1'-0"5 CODE TYPE B / OPTION A - TUB 1/2" = 1'-0"6 CODE TYPE B - LAVATORY1 1/2" = 1'-0"7 TUB / SHOWER BLOCKING - ALL UNITS 1/2" = 1'-0"8 WATER CLOSET BLOCKING 1/2" = 1'-0"9 CODE TYPE A/B - WATER CLOSET1 3" = 1'-0"10 CODE TYPE A - PATIO DOOR SWING 3" = 1'-0"11 CODE TYPE B - PATIO DOOR SWING1 1/2" = 1'-0"15 PUBLIC URINAL 1/2" = 1'-0"16 PUBLIC LAVATORY 1/2" = 1'-0"17 PUBLIC REDUCED VERTICAL CLEARANCE 1/2" = 1'-0"18 PUBLIC PROTRUDING OBJECTS N.T.S.19 OUTLET / SWITCHES / CONTROLS1 N.T.S.20 ROOM SIGNAGE PUBLIC / CODE TYPE A / CODE TYPE B: PROJECT COPYRIGHT BY JOHNSON NATHAN STROHE (JNS). ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE MODIFIED, DUPLICATED, DISCLOSED, USED FOR ANOTHER PROJECT, OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT AND INDEMNIFICATION OF JNS SHEET TITLE ISSUES/REVISIONS STAMP SHEET NUMBER PRINTED ON1600 Wynkoop St., Suite 100 | Denver, CO 80202303.892.7062WWW.JNS.DESIGN12/28/2016 8:53:13 AMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA00.42BLACK & OLIVE, LLCBLACK OLIVE #1611 ACCESSIBILITY DETAILS 110 E. OLIVE STREET, BOZEMAN, MONTANA 59715 1/2" = 1'-0"14 PUBLIC WATER CLOSET 1/2" = 1'-0"13 PUBLIC WATER CLOSET 1/2" = 1'-0"3 CODE TYPE B - WATER CLOSET 1/2" = 1'-0"2 CODE TYPE B - WATER CLOSET 1/2" = 1'-0"1 CODE TYPE B - WATER CLOSET 1/2" = 1'-0"4 PUBLIC TOILET COMPARTMENT # Date Description 09/12/2016 100% SCHEMATIC DESIGN 10/04/2016 SITE PLAN 1 11/30/2016 SITE PLAN - REV 1 2 01/04/2017 REV 2 NOTE: DESIGN BASED UPON 2003 117.1 ANSI REQUIREMENTS AND 2010 ADA STANDARDS FOR ACCESSIBILITY NOTE: DESIGN BASED UPON 2003 117.1 ANSI REQUIREMENTS AND 2010 ADA STANDARDS FOR ACCESSIBILITY PAPER TOWER DISPENSERMAX HEIGHT TOALL OPERABLEPARTSTOWEL BAR48"48"ROBE HOOK HAND TOWEL BAR TOILET ROOM ACCESSORY MOUNTING HEIGHTS PER ANSI A117.1-2003 48"COAT HOOK AT RESTROOM STALL DOOR 60" MIN.PARKING SIGNAGE 45" MAX.ACCESSIBLE CONTROLS/ DISPENSERS/ EMERGENCY PHONE CONTROLS/ RESCUE AIDS FIRE EXTINGUISHER CABINET 48" MAX27" MAX.TO CENTEROF HANDLE44" MAX44" MAXTO BOTTOMSHELFMEDICINE CABINET 4' - 8"CABINET ABOVE TOILETS SANITARY NAPKIN DISPENSER FIRE ALARM PULL STATION45"40"SEAT COVER DISPENSER OUTLET ABOVE COUNTER CL OF OUTLET44" MAX TO3' - 4"MIRROR40" MAXTO B.O.REFLECTIVESURFACEOUTLET SWITCH15"41" TYP.48" MAXTO CL OFSWITCHDOG DRYER MUST BEWITHIN48" AFF4' - 0"NOTE: DESIGN BASED UPON 2003 117.1 ANSI REQUIREMENTS AND 2010 ADA STANDARDS FOR ACCESSIBILITY OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH SIDE REACH OBSTRUCTED SIDE REACH 90.00°2' - 8" MIN. SLIDING DOOR PASSAGE WIDTH HINDGED DOOR PASSAGE WIDTH 2' - 8" MIN.5' - 0" MIN.1' - 6" MIN. FRONT APPROACH, PULL SIDE FOLDING DOOR PASSAGE WIDTH 2' - 8" MIN. FRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH CLOSER AND LATCH FOLDING DOOR PASSAGE WIDTH 1' - 0" MIN.4' - 0" MIN.4' - 0" MIN.HINGE APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE 3' - 6" MIN.4' - 6" MIN.3' - 0" MIN.5' - 0" MIN.HINGE APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH HINGE APPROACH, PUSH SIDE3' - 6" MIN.1' - 10" MIN.1' - 10" MIN.4' - 0" MIN.LATCH APPROACH, PUSH SIDE, DOOR PROVIDED WITH CLOSER LATCH APPROACH, PUSH SIDE4' - 6" MIN.2' - 0" MIN.2' - 0" MIN.4' - 0" MIN.LATCH APPROACH, PUSH SIDE, DOOR PROVIDED WITH CLOSER LATCH APPROACH, PUSH SIDE4' - 0" MIN.2' - 0" MIN.3' - 6" MIN.2' - 0" MIN. (A)(B) (C)(D) (E)(F) (G)(H) (I)(J) (K)(L) (M)(N) 2'-8" MIN. CLEAR OPENING 2'-8" MIN. CLEAR OPENING 2' - 8" MIN.> 2' - 0"2' - 8" MIN. (E) SLIDING DOOR PASSAGE WIDTH (C) CLOSET NO LIMITATION < 2' - 0"3' - 0" MIN.(A) PASSAGE DOOR 3' - 0" MIN.2' - 8" MIN. (B) FRONT APPROACH, PUSH SIDE4' - 0" MIN.1' - 0" MIN. 2'-8" MIN. CLEAROPENING CORRIDOR SIDE UNIT SIDE (D) WALK-IN CLOSET 1' - 7"16" CLR ACCESSIBLE FOUNTAIN 24" MAX.9" MAX.27" MAX.19" MAX. 6" MAX9" MIN 36" MAX.VARIES NOTE: DESIGN BASED UPON 2010 ADA STANDARDS FOR ACCESSIBILITY MIN. 30X48 CLEARANCE FOR FORWARD APPROACH FOR ACCESSIBLE FOUNTAIN SPOUT HEIGHT SHALL BE MAX. 36" ABOVE FINISHED FLOOR PROJECT COPYRIGHT BY JOHNSON NATHAN STROHE (JNS). ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE MODIFIED, DUPLICATED, DISCLOSED, USED FOR ANOTHER PROJECT, OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT AND INDEMNIFICATION OF JNS SHEET TITLE ISSUES/REVISIONS STAMP SHEET NUMBER PRINTED ON1600 Wynkoop St., Suite 100 | Denver, CO 80202303.892.7062WWW.JNS.DESIGN12/28/2016 8:53:19 AMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA00.43BLACK & OLIVE, LLCBLACK OLIVE #1611 ACCESSIBILITY DETAILS 110 E. OLIVE STREET, BOZEMAN, MONTANA 59715NTS1 PUBLIC, CODE TYPE A, & CODE TYPE B BEVELED CHANGE IN LEVEL 1/2" = 1'-0"2mv PUBLIC / CODE TYPE A KNEE CLEARANCE 1/4" = 1'-0"8 MOUNTING HEIGHTS NTS5 PUBLIC, CODE TYPE A, & CODE TYPE B REACH RANGES 1/2" = 1'-0"14 CORNER OUTLETS IN KITCHEN 3/8" = 1'-0"9 PUBLIC / CODE TYPE A DOOR CLEARANCES 3/8" = 1'-0"15 CODE TYPE B DOOR CLEARANCES 1/2" = 1'-0"13 ACCESSIBLE - DRINKING FOUNTAINS # Date Description 09/12/2016 100% SCHEMATIC DESIGN 10/04/2016 SITE PLAN 1 11/30/2016 SITE PLAN - REV 1 2 01/04/2017 REV 2 HATCHED AREA REPRESENTS MIN. REINFORCED AREA BACK WALL (OPPOSITE CONTROL WALL) CONTROL AND SIDE WALL NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS. NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH NOTE: IF INTEGRAL SURROUND PROVIDED, BLOCKING TO BE TIGHT TO SURROUND. FULL WIDTH 8"2' - 0"6"8"2' - 6"8"5' - 0"FULL WIDTH VERTICAL BLOCKING ON DOOR SIDE OF WALL 17' - 6"5' - 0"8' - 0" NOTES: 1) MAINTAIN 8' - 6" CLEAR FLOOR TO CEILING HEIGHT WITHIN ALL GARAGE DRIVE AISLES TO VAN ACCESSIBLE STALLS 2) SURFACE OF PARKING SPACE(S) AND ACCESS AISLE(S) NOT TO EXCEED 1:50 GRADIENT (2%) IN ANY DIRECTION 3) WIDTH MEASUREMENTS SHALL BE TAKEN FROM THE CENTERLINE OF THE STALL MARKINGS PER ANSI SECTION 502.3 4" TRAFFIC YELLOW OUTLINE STRIPING A00.44 4 A00.44 75' - 0"GARAGE FLOOR WALL BEYOND REFER TO GARAGE PLANS FOR STALL LOCATIONS MIN.A00.44 417' - 6"8' - 0" MIN.8' - 0" MIN. NOTES: 1) MAINTAIN 8' - 2" CLEAR FLOOR TO CEILING HEIGHT WITHIN ALL GARAGE DRIVE AISLES TO VAN ACCESSIBLE STALLS 2) SURFACE OF PARKING SPACE(S) AND ACCESS AISLE(S) NOT TO EXCEED 1:50 GRADIENT (2%) IN ANY DIRECTION 3) WIDTH MEASUREMENTS SHALL BE TAKEN FROM THE CENTERLINE OF THE STALL MARKINGS PER ANSI SEC. 502.3 4) VAN PARKING SPACES ARE PERMITTED TO BE 8'-0" WIDE MINIMUM WHERE THE ADJACENT ACCESS AISLE IS 8'-0" MINIMUM PER ANSI SEC. 502.2 4" TRAFFIC YELLOW OUTLINE STRIPING A00.44 8 SIGN AREA = 70 SQ. IN., MIN. 12"18"INTERNATIONAL SYMBOL OF ACCESSIBILITY, WHITE VINYL 3" HIGH LETTERING MINIMUM, WHITE VINYL, TYP. 1" HIGH LETTERING "VAN ACCESSIBLE" SIGN ATTACHED WHERE REQ., RE: PLANS 80" MIN. AFF IF ADJACENT TO ACCESSIBLE ROUTE, OTHERWISE 60" AFF PARKING ONLY VAN ACCESSIBLE BLUE VINYL FACE, ANODIZED ALUMINUM BACKSIDE RADIUS CORNERS, TYP. NOTE: SIGN PROVIDER TO CONFIRM AND COMPLY WITH APPLICABLE CODES.3 1/2"1 1/2" DIA. GRAB BAR AUTOMATIC FLUSH CONTROL (IF MANUAL, CONTROLS TO BE BETWEEN 15" AND 36" A.F.F AND OPERABLE WITH 5 LBS. OF PRESSURE OR LESS. LOCATE FLUSH CONTROLS ON THE OPEN SIDE OF WATER CLOSETS PER ANSI SEC. 604.10.6) 1' - 6"1' - 6"19" MAX.17" MIN.MIN9"TOILET PARTITION NOTE: DESIGN BASED UPON ADA ACCESSIBILITY GUIDELINES AND 2009 ANSI 117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH HATCHED AREA REPRESENTS MIN. REINFORCED AREA 1 1/2" DIA. GRAB BAR TOILET TISSUE DISPENSER 8"19" MAX.17" MIN.19" MIN.33" TO 36"6"1' - 6" MIN.39" TO 41"TYP.8"6" 1' - 0"3' - 6" 6"6" 39" TO 41" 36" MIN. 17" - 19" MIN.60" MIN.1 1/2" DIA. GRAB BAR NOTE: DESIGN BASED UPON ADA ACCESSIBILITY GUIDELINES AND ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH42" MIN.5' - 0"5' - 0"INTERNATIONAL ACCESSIBLE SYMBOL BACKGROUND BLUE TRAFFIC PAINT - 1 COAT BLUE COLOR NO. 15000 FEDERAL STANDARD 5952 YELLOW FIGURE : 2" WIDE STRIPES - TRAFFIC PAINT NOTE: EMBLEM MUST BE LOCATED IN STALL SO THAT IT IS VISIBLE BY A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE. (CENTERED AT ENTRANCE OF STALL IS RECOMMENDED) 14"18"3" HIGH LETTERING MINIMUM, WHITE VINYL, TYP. 60" AFF COMPACT PARKING ONLY BLUE VINYL FACE, ANODIZED ALUMINUM BACKSIDE RADIUS CORNERS, TYP. NOTE: SIGN PROVIDER TO CONFIRM AND COMPLY WITH APPLICABLE CODES. NOTE: SIGN TO BE PERMANENTLY AFFIXED IMMEDIATELY IN FRONT OF EACH COMPACT PARKING SPACE. WHERE NECCESARY, PROVIDE A POST TO MOUNT SIGNAGE. 16"18"3" HIGH LETTERING MINIMUM, WHITE VINYL, TYP. 60" AFF CAR SHARE PARKING ONLY BLUE VINYL FACE, ANODIZED ALUMINUM BACKSIDE RADIUS CORNERS, TYP. NOTE: SIGN PROVIDER TO CONFIRM AND COMPLY WITH APPLICABLE CODES. NOTE: SIGN TO BE PERMANENTLY AFFIXED IMMEDIATELY IN FRONT OF EACH COMPACT PARKING SPACE. WHERE NECCESARY, PROVIDE A POST TO MOUNT SIGNAGE. PROJECT COPYRIGHT BY JOHNSON NATHAN STROHE (JNS). ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE MODIFIED, DUPLICATED, DISCLOSED, USED FOR ANOTHER PROJECT, OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT AND INDEMNIFICATION OF JNS SHEET TITLE ISSUES/REVISIONS STAMP SHEET NUMBER PRINTED ON1600 Wynkoop St., Suite 100 | Denver, CO 80202303.892.7062WWW.JNS.DESIGN12/28/2016 8:53:25 AMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA00.44BLACK & OLIVE, LLCBLACK OLIVE #1611 ACCESSIBILITY DETAILS 110 E. OLIVE STREET, BOZEMAN, MONTANA 59715 1/2" = 1'-0"3 SHOWER BLOCKING 1/4" = 1'-0"5 ACCESSIBLE - TYPICAL PARKING STALL 1/2" = 1'-0"7 ACCESSIBLE PARKING STALL SIGN ATTACHED TO WALL 1/4" = 1'-0"6 ACCESSIBLE - TYPICAL VAN PARKING STALL 3" = 1'-0"8 ACCESSIBLE SYMBOL 1/2" = 1'-0"2 AMBULATORY - ELEVATION 1/2" = 1'-0"1 AMBULATORY - PLAN 1/2" = 1'-0"4 ACCESSIBLE - SYMBOL # Date Description 09/12/2016 100% SCHEMATIC DESIGN 10/04/2016 SITE PLAN 1 11/30/2016 SITE PLAN - REV 1 2 01/04/2017 REV 2 3" = 1'-0"9 COMPACT PARKING ONLY SIGN 3" = 1'-0"10 CAR SHARE SIGN 2 2 1/2 MILE RADIUS1/2 MILE RADIUS1/2 MILE RADIUS1/2 MILE RADIUSB-3 R-2 R-2 R-2 R-2 R-1 R-4 R-4 R-4 R-4 B-2M R-3 R-3R-5 R-5 M-1 PL1 R-0 B-2 2.5 2.10 2.9 2.6 2.12 2.7 2.4 2.11 ZONING LEGEND 1" = 200'-0"1 SITE PLAN - VICINITY MAP PROJECT COPYRIGHT BY JOHNSON NATHAN STROHE (JNS). ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE MODIFIED, DUPLICATED, DISCLOSED, USED FOR ANOTHER PROJECT, OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT AND INDEMNIFICATION OF JNS SHEET TITLE ISSUES/REVISIONS STAMP SHEET NUMBER PRINTED ON1600 Wynkoop St., Suite 100 | Denver, CO 80202303.892.7062WWW.JNS.DESIGN12/28/2016 8:54:28 AMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA00.90BLACK & OLIVE, LLCBLACK OLIVE #1611 VICINITY MAP 110 E. OLIVE STREET, BOZEMAN, MONTANA 59715NORTH KEYNOTES 2.4 LONGFELLOW ELEMENTRAY SCHOOL 2.5 BEALL PARK 2.6 LINDLEY PARK 2.7 PEETS HILL / BURKE PARK 2.9 BOZEMAN PUBLIC LIBRARY 2.10 BOZEMAN FIRE DEPARTMENT 2.11 SOUTHSIDE PARK 2.12 BOGART POOL # Date Description 10/04/2016 SITE PLAN 1 11/30/2016 SITE PLAN - REV 1 2 01/04/2017 REV 2 RETAIL 101 LEASING 102 STAIR 01 001-01 STAIR 02 001-02 TRASH 108 FITNESS 112 ELEV LOBBY 111 ELEC.109ELECTRICAL ROOM 107 RESTROOM 105 INOUTTELECOMM 103 WATER ENTRY 104 TRASH 220 PARKING 2 IN OUT PROJECT COPYRIGHT BY JOHNSON NATHAN STROHE (JNS). ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE MODIFIED, DUPLICATED, DISCLOSED, USED FOR ANOTHER PROJECT, OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT AND INDEMNIFICATION OF JNS SHEET TITLE ISSUES/REVISIONS STAMP SHEET NUMBER PRINTED ON1600 Wynkoop St., Suite 100 | Denver, CO 80202303.892.7062WWW.JNS.DESIGN12/28/2016 8:55:13 AMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA01.00BLACK & OLIVE, LLCBLACK OLIVE #1611 ARCHITECTURAL SITE PLAN 110 E. OLIVE STREET, BOZEMAN, MONTANA 59715 1" = 10'-0"1 ARCHITECTURAL SITE PLAN NORTH KEYNOTES 2 # Date Description 09/12/2016 100% SCHEMATIC DESIGN 09/22/2016 100% SCHEMATIC DESIGN (ARCH UPDATE) 10/04/2016 SITE PLAN 1 11/30/2016 SITE PLAN - REV 1 2 01/04/2017 REV 2 PROJECT MATRIX 2 625AT625AT625AT625AT16250ADJUSTABLEBENCHUTILITY BENCHA03.021 A03.02 A03.01 A03.01 1 2 2 B C D A 1 2 5 7 E 9 1 A04.01 __________________________________________________________________________________________________________________________________________________________________________________________________ 2 A04.01 __________________________________________________________________________________________________________________________________________________________________________________________________ 8643 RETAIL 101 STAIR 01 001-01 5 1/2"19' - 0 1/2"12' - 1"15' - 11"1' - 9"7' - 2"19' - 1"14' - 0"14' - 0"19' - 1"8' - 11"7"24' - 1"1' - 4"10' - 9 3/4"8' - 8 1/4"15' - 8" TRASH 108 5' - 3 3/4"24' - 1 1/4"19' - 4"27' - 0"28' - 0"45' - 9"26' - 0"15' - 6"1' - 8" ELEV 01 PROPERTY LINE 192' - 8" FITNESS 112 STAIR 02 001-02ELEV LOBBY 111 INOUTADA ADA 1ELEC.109E. OLIVE ST.S. BLACK AVEWATER ENTRY 104 ELECTRICAL ROOM 107 8.3211.26 14.6 TYP.3.3 ST 1.4 31' - 7"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6" RESTROOM 105 TYP.4.8TYP.3.3 TYP.26.1 TYP.22.4 TYP.22.4 PROPERTY LINETYP.22.4 TYP.13.7 TYP.13.7 31' - 7"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6" 3.28 24' - 0"24' - 0"20' - 5"10' - 7 1/2"6 1/2"17' - 8"7' - 2"33' - 1"33' - 1"9' - 5"1"24' - 1"36' - 6" 1' - 1 1/8"5' - 7"1' - 10 7/8"11' - 10"8"9' - 11 1/2"6 1/2"1' - 5 3/8"10' - 0"3' - 2 5/8"3' - 0 1/8"5' - 6"1' - 8 1/8"3' - 0"6' - 0"2' - 7"12' - 2 1/2"9' - 3 1/2"1' - 7 1/8"12' - 8 1/8"1' - 2 7/8"16' - 6"1' - 0 7/8"9' - 5" 1" 19' - 5"4' - 8"17' - 10"18' - 8"5' - 10"34' - 0"6' - 0"34' - 0"5' - 10"34' - 0"6' - 0"29' - 0"5' - 0"2' - 0"5' - 10"7' - 3 3/4"17' - 6 1/4"9' - 2"3' - 2"2' - 10"5 1/8"8"4' - 11 1/2"1' - 4"10' - 0"1' - 6"8' - 4"1' - 9 3/8"5' - 0"2' - 0"34' - 0"6' - 0"34' - 0"5' - 10"4' - 10 1/4"20' - 3 1/2"8' - 10 1/4"6' - 0"21' - 2"5' - 0"7' - 10"79' - 10"TRASH 220 TELECOMM 103 CAR SHARE CAR SHARE CAR SHARE 242730 34 26 15 14 29 23 4 5 6 10987 11 2 3 25 13 28 36 12 35 33 32 31 16 17 21 20 19 18 22 PARKING CAR SHARE 8.32 LEASING 102 TYP.10.22 11.26 8.32 TYP.10.2 2 TYP.10.2TYP.10.2 2 2 2 TYP.10.2 2 IN OUT 10.3 2 GENERAL NOTES A. ALL DIMENSIONS SHOWN ON FLOOR PLANS ARE TO FACE OF STUD, FACE OF CONCRETE OR CENTERLINE OF STRUCTURE. B. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. THE CONNECTION OF ALIGNED PLANES SHALL BE WITHOUT VISIBLE JOINTS OR SURFACE IRREGULARITIES UNLESS NOTED OTHERWISE. C. PROVIDE BLOCKING IN PARTITIONS AS REQUIRED FOR ALL ITEMS ATTACHED TO WALLS INCLUDING ITEMS PROVIDED BY OWNER. D. ALL GYPSUM BOARD TO BE 5/8" TYPE "X". MOISTURE AND MILDEW RESISTANT GYP AT ALL BATHROOM WET AREAS, RE: PLANS. E. ALL PENETRATIONS AND JOINT AT DEMISING WALLS, CORRIDOR WALLS AND EXTERIOR WALLS SHALL BE ACOUSTICALLY SEALED. F. DETAILS ARE USUALLY KEYED ONLY ONCE THROUGHOUT THE SET (ON PLANS OR ELEVATIONS) WHERE THEY OCCUR FIRST AND ARE TYPICAL FOR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. G. "TYPICAL" MEANS FOR ALL SIMILAR CONDITIONS UNLESS NOTED OTHERWISE H. VERIFY ALL CONDITIONS IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION I. DRYWALL SUBCONTRACTOR SHALL BE REQUIRED TO REPAIR AND REFINISH ALL DRYWALL WHICH MAY HAVE BEEN DAMAGED, CUT AWAY, OR REMOVED BY OTHER TRADES INCLUDING MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION. J. ALL WORK SHALL BE CONSTRUCTED IN COMFORMANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. K. MECHANICAL EQUIPMENT PLACED ON ROOFING SHALL BE SUPPORTED ON 8 INCH CURBS OR LEGS, WHICH SHALL BE FLASHED TO THE ROOFING AND MADE WATERTIGHT. L. ALL PROJECTIONS THROUGH THE ROOF SURFACE SHALL BE PROPERLY FLASHED TO PREVENT MOISTURE ENTRY. M. CONTRACTOR SHALL COMPLY WITH THE NATIONAL ROOFING CONTRACTORS ASSOCIATION MANUAL (NRCA), AND THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA). PROJECT COPYRIGHT BY JOHNSON NATHAN STROHE (JNS). ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE MODIFIED, DUPLICATED, DISCLOSED, USED FOR ANOTHER PROJECT, OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT AND INDEMNIFICATION OF JNS SHEET TITLE ISSUES/REVISIONS STAMP SHEET NUMBER PRINTED ON1600 Wynkoop St., Suite 100 | Denver, CO 80202303.892.7062WWW.JNS.DESIGN12/28/2016 8:55:30 AMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA01.01BLACK & OLIVE, LLCBLACK OLIVE #1611 LEVEL 1 PLAN 110 E. OLIVE STREET, BOZEMAN, MONTANA 59715KEYNOTES 1.4 EXISTING TO REMAIN 3.3 CAST-IN-PLACE CONCRETE COLUMN 3.28 CAST-IN-PLACE CONCRETE PAVING, RE: CIVIL 4.8 8" CMU - GROUND FACE ARCHITECTURAL FINISH 8.32 OVERHEAD COILING GRILL WITH MOTORIZED OPERATOR 10.2 'COMPACT CAR PARKING ONLY' SIGN. PERMANENTLY AFFIXED IN FRONT OF COMPACT PARKING STALLS. PROVIDE POST WHERE APPLICABLE 10.3 'CAR SHARE PARKING ONLY' SIGN. PERMANENTLY AFFIXED IN FRONT OF CAR SHARE PARKING STALLS. PROVIDE POST WHERE APPLICABLE 10.22 MAILBOX (MODEL: FLORENCE 4C10D-18CS), FRONT LOADING 11.26 9'-0" GARAGE HEADACHE BAR; CONFIRM MINIMUM HEIGHT 13.7 BIKE RACK, RE: LANDSCAPE 14.6 HYDRAULIC ELEVATOR; MACHINE ROOM-LESS, STRETCHER CAPABLE 22.4 AREA DRAIN 26.1 TRANSFORMER 1/8" = 1'-0"1 LEVEL 1 PLAN NORTH ARCHITECTURAL ELEVATION 100'-0" = 4819.50', RE:CIVIL # Date Description 09/12/2016 100% SCHEMATIC DESIGN 09/22/2016 100% SCHEMATIC DESIGN (ARCH UPDATE) 10/04/2016 SITE PLAN 1 11/30/2016 SITE PLAN - REV 1 2 01/04/2017 REV 2 A03.021 A03.02 A03.01 A03.01 1 2 2 B C D A 1 2 5 7 5' - 10"5' - 0"5' - 0"24' - 0"6' - 0"24' - 0"5' - 0"5' - 0"2' - 0"6' - 0"14' - 0"11' - 7"17' - 8"7' - 2"11' - 7"12' - 6"9' - 0"2' - 6"12' - 6"18' - 1"9' - 6"11' - 7"12' - 5"11' - 7"25' - 0" E 9864 6' - 0"14' - 0"11' - 7"12' - 5"5' - 3"6' - 4"10"11' - 7"11' - 7"9' - 11"8' - 0"25' - 1"9' - 6"11' - 7"12' - 5"1"11' - 6"25' - 0" 3 UNIT A-1b 204 UNIT A-1b 206 UNIT S-1a 208 UNIT S-1d 210 UNIT S-1b 212 UNIT A-1b 213 UNIT S-1c 207 UNIT A-1a 203 31' - 7"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6" UNIT B-1b 20274' - 0"UNIT B-2b 214 STAIR 2 002-02 STAIR 1 002-01 TRASH 216 ELEV CONTROL 215 5' - 10"5' - 6"28' - 6"6' - 0"28' - 6"5' - 6"5' - 10"74' - 0"31' - 7"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6" ELEV 02 CORRIDOR 200e STORAGE 218ELEC217 220 SF BALCONY 202a 146 SF BALCONY 208a 124 SF BALCONY 204a 126 SF BALCONY 206a 132 SF BALCONY 210a 134 SF BALCONY 212a 133 SF BALCONY 213a 259 SF BALCONY 214a UNIT A-1c 205 UNIT A-2 TYPE A 209 UNIT B-3 TYPE A 211 115' - 0" 115' - 0" PROPERTY LINEPROPERTY LINETYP.14.11 TYP.5.26 TYP.23.12 102 SF BALCONY 203a 100 SF BALCONY 205a 105 SF BALCONY 207a 102 SF BALCONY 209a 151 SF BALCONY 211a 2' - 10"3' - 2"4' - 1 1/2"6' - 2"3' - 8 1/2"5' - 9 1/2"5' - 9 1/2"4' - 10"7' - 7"5' - 0 1/2" 2 1/2" 6' - 4"10"4' - 0"7' - 7"5' - 11"5' - 8"4' - 2"7' - 2"6' - 7"3' - 7"7' - 2"10' - 2"4' - 2"3' - 0"6' - 6"5' - 6 1/2"6' - 0 1/2"7' - 7"4' - 10" 1" 5' - 8"5' - 10"7' - 10"5' - 6"7' - 0"4' - 8" 3' - 0"3' - 0"4' - 1 1/2"5' - 6"4' - 4 1/2"5' - 1"6' - 6"5' - 3"6' - 5"6' - 0"1' - 4"5' - 10"6' - 0"5' - 7"7' - 7"4' - 11"5' - 11"3' - 1"2' - 6"7' - 7"4' - 11"4' - 3 3/4"7' - 8"6' - 1 1/4"9' - 6"6' - 0"5' - 7"7' - 7"4' - 10"5' - 9 1/2"5' - 9 1/2"9' - 10 5/8"4' - 3 1/2"6' - 8"4' - 1 7/8"5' - 10"5' - 0"2' - 6"2' - 6"2' - 8"15' - 7"4' - 6"1' - 3"3' - 0"3' - 0"3' - 6 5/8"5' - 8"11' - 6 3/8"3' - 3"2' - 6"2' - 6"5' - 0"1' - 6"6"3' - 0 3/4"1 1/8"UNIT B-1a 201 152 SF BALCONY 201a A01.03 4 4.8 A01.03 7 4' - 10"1' - 0"5' - 6"7' - 9"5' - 7"14' - 3"11"3' - 0"3' - 0"3' - 5"13' - 8 1/8"8' - 6"2' - 11"5' - 6"1' - 3"8' - 4 7/8"11' - 11 3/8"11' - 7 1/4"8' - 6 7/8"16' - 10 7/8"6' - 2 7/8"8' - 4 7/8"11' - 11 3/8"24' - 9 1/4"6' - 1 1/4"11' - 3 1/4"6' - 2 7/8"19' - 9 1/4" 5' - 8 7/8" 2 GENERAL NOTES A. ALL DIMENSIONS SHOWN ON FLOOR PLANS ARE TO FACE OF STUD, FACE OF CONCRETE OR CENTERLINE OF STRUCTURE. B. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. THE CONNECTION OF ALIGNED PLANES SHALL BE WITHOUT VISIBLE JOINTS OR SURFACE IRREGULARITIES UNLESS NOTED OTHERWISE. C. PROVIDE BLOCKING IN PARTITIONS AS REQUIRED FOR ALL ITEMS ATTACHED TO WALLS INCLUDING ITEMS PROVIDED BY OWNER. D. ALL GYPSUM BOARD TO BE 5/8" TYPE "X". MOISTURE AND MILDEW RESISTANT GYP AT ALL BATHROOM WET AREAS, RE: PLANS. E. ALL PENETRATIONS AND JOINT AT DEMISING WALLS, CORRIDOR WALLS AND EXTERIOR WALLS SHALL BE ACOUSTICALLY SEALED. F. DETAILS ARE USUALLY KEYED ONLY ONCE THROUGHOUT THE SET (ON PLANS OR ELEVATIONS) WHERE THEY OCCUR FIRST AND ARE TYPICAL FOR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. G. "TYPICAL" MEANS FOR ALL SIMILAR CONDITIONS UNLESS NOTED OTHERWISE H. VERIFY ALL CONDITIONS IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION I. DRYWALL SUBCONTRACTOR SHALL BE REQUIRED TO REPAIR AND REFINISH ALL DRYWALL WHICH MAY HAVE BEEN DAMAGED, CUT AWAY, OR REMOVED BY OTHER TRADES INCLUDING MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION. J. ALL WORK SHALL BE CONSTRUCTED IN COMFORMANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. K. MECHANICAL EQUIPMENT PLACED ON ROOFING SHALL BE SUPPORTED ON 8 INCH CURBS OR LEGS, WHICH SHALL BE FLASHED TO THE ROOFING AND MADE WATERTIGHT. L. ALL PROJECTIONS THROUGH THE ROOF SURFACE SHALL BE PROPERLY FLASHED TO PREVENT MOISTURE ENTRY. M. CONTRACTOR SHALL COMPLY WITH THE NATIONAL ROOFING CONTRACTORS ASSOCIATION MANUAL (NRCA), AND THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA). PROJECT COPYRIGHT BY JOHNSON NATHAN STROHE (JNS). ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE MODIFIED, DUPLICATED, DISCLOSED, USED FOR ANOTHER PROJECT, OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT AND INDEMNIFICATION OF JNS SHEET TITLE ISSUES/REVISIONS STAMP SHEET NUMBER PRINTED ON1600 Wynkoop St., Suite 100 | Denver, CO 80202303.892.7062WWW.JNS.DESIGN12/28/2016 8:55:42 AMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA01.02BLACK & OLIVE, LLCBLACK OLIVE #1611 LEVEL 2 PLAN 110 E. OLIVE STREET, BOZEMAN, MONTANA 59715 1/8" = 1'-0"1 LEVEL 2 PLAN KEYNOTES 4.8 8" CMU - GROUND FACE ARCHITECTURAL FINISH 5.26 DECORATIVE METAL BRACING 14.11 TRASH CHUTE - 36" 23.12 MECH CHASE NORTH # Date Description 09/12/2016 100% SCHEMATIC DESIGN 09/22/2016 100% SCHEMATIC DESIGN (ARCH UPDATE) 10/04/2016 SITE PLAN 1 11/30/2016 SITE PLAN - REV 1 2 01/04/2017 REV 2 A03.021 A03.02 A03.01 A03.01 1 2 2 B C D A 1 2 5 7 E 98643 UNIT B-1a 301 UNIT B-1b 302 UNIT A-1b 304 UNIT A-1b 306 UNIT S-1a 308 UNIT S-1d 310 UNIT S-1b 312 UNIT A-1b 313 UNIT B-2b 314 UNIT A-1a 309 UNIT S-1c 307 UNIT A-1c 305UNIT A-1a 303 TRASH 316 TELECOMM 315 TELECOMM317STAIR 2 003-02 STORAGE 318 ELEV 03 CORRIDOR 300 STAIR 1 003-01 UNIT B-2a 311 PROPERTY LINEPROPERTY LINETYP.14.11 TYP.14.6 TYP.23.12 153 SF BALCONY 314a 100 SF BALCONY 313a 102 SF BALCONY 312a157 SF BALCONY 312b 103 SF BALCONY 308a 101 SF BALCONY 310a100 SF BALCONY 306a100 SF BALCONY 304a 152 SF BALCONY 301a 151 SF BALCONY 311a102 SF BALCONY 309a105 SF BALCONY 307a 100 SF BALCONY 305a 102 SF BALCONY 303a 6' - 0"14' - 0"11' - 7"17' - 8"7' - 2"11' - 7"12' - 5"9' - 1"2' - 6"12' - 6"18' - 1"9' - 6"11' - 7"12' - 6"11' - 6"25' - 0" 31' - 7"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6"5' - 10"34' - 0"6' - 0"34' - 0"5' - 10"5' - 6"28' - 6"6' - 0"28' - 6"5' - 6"31' - 7"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6" 6' - 0"14' - 0"11' - 7"12' - 5"5' - 3"6' - 4"10"11' - 7"11' - 6"10' - 0"8' - 0"17' - 4"7' - 9"9' - 6"1"11' - 6"12' - 6"11' - 6"25' - 0"5' - 10"5' - 0"5' - 0"24' - 0"6' - 0"24' - 0"5' - 0"5' - 0"5' - 10"34' - 0"6' - 0"34' - 0"4' - 10"1' - 0"5' - 6"7' - 9"5' - 7"14' - 3"11"3' - 0"3' - 0"3' - 5"13' - 8 1/8"8' - 6"2' - 11"5' - 6"1' - 3"2' - 10"3' - 2"4' - 1 1/2"6' - 2"3' - 8 1/2"5' - 9 1/2"5' - 9 1/2"4' - 10"7' - 7"5' - 0 1/2"2 1/2"6' - 4" 10" 4' - 0"7' - 7"5' - 11"5' - 7"4' - 3"5' - 9"1' - 5"6' - 7"3' - 7"7' - 2"6' - 7"3' - 7"4' - 2"3' - 0"6' - 6"1"5' - 5 1/2"6' - 0 1/2"7' - 7"4' - 11"5' - 8"5' - 10"7' - 10"5' - 6"7' - 0"4' - 8"9' - 8 5/8"5' - 10"5' - 0"2' - 6"2' - 6"24' - 0"3' - 0"3' - 0"24' - 0"5' - 0"5' - 0"2' - 0"A01.03 2 A01.03 3 A01.03 5 A01.03 6 3' - 0"3' - 0"4' - 1 1/2"5' - 6"4' - 4 1/2"5' - 1"5' - 11 1/2" 6 1/2" 2' - 6"7' - 2"8' - 0" 1' - 4" 5' - 10 1/8" 5 1/2" 5' - 6 1/2"5' - 7"7' - 7"4' - 10"6' - 0"3' - 1"2' - 6"7' - 7"4' - 11"4' - 3"7' - 8"6' - 2"9' - 6"6' - 0"5' - 7"7' - 7"4' - 11"5' - 8 1/2"5' - 9 1/2"9' - 10 5/8"4' - 3 1/2"6' - 11"3' - 10 7/8" 11' - 11 3/8"8' - 4 7/8"11' - 7 1/4"8' - 6 7/8"6' - 2 7/8"16' - 10 7/8" 11' - 11 3/8"8' - 4 3/4"6' - 1 1/4"24' - 9 1/4" 24' - 4 1/4"6' - 3 1/4"8' - 4 7/8"11' - 11 3/8"16' - 8 1/4"6' - 0 7/8"16' - 7"6' - 0 7/8"17' - 0 1/4"6' - 0 7/8"8' - 4 7/8"11' - 11 3/8"11' - 11 3/8"8' - 4 7/8"19' - 4 1/2" 5' - 9 3/8"11' - 4 1/4"6' - 9 1/4"GENERAL NOTES A. ALL DIMENSIONS SHOWN ON FLOOR PLANS ARE TO FACE OF STUD, FACE OF CONCRETE OR CENTERLINE OF STRUCTURE. B. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. THE CONNECTION OF ALIGNED PLANES SHALL BE WITHOUT VISIBLE JOINTS OR SURFACE IRREGULARITIES UNLESS NOTED OTHERWISE. C. PROVIDE BLOCKING IN PARTITIONS AS REQUIRED FOR ALL ITEMS ATTACHED TO WALLS INCLUDING ITEMS PROVIDED BY OWNER. D. ALL GYPSUM BOARD TO BE 5/8" TYPE "X". MOISTURE AND MILDEW RESISTANT GYP AT ALL BATHROOM WET AREAS, RE: PLANS. E. ALL PENETRATIONS AND JOINT AT DEMISING WALLS, CORRIDOR WALLS AND EXTERIOR WALLS SHALL BE ACOUSTICALLY SEALED. F. DETAILS ARE USUALLY KEYED ONLY ONCE THROUGHOUT THE SET (ON PLANS OR ELEVATIONS) WHERE THEY OCCUR FIRST ANDARE TYPICAL FOR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. G. "TYPICAL" MEANS FOR ALL SIMILAR CONDITIONS UNLESS NOTED OTHERWISE H. VERIFY ALL CONDITIONS IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION I. DRYWALL SUBCONTRACTOR SHALL BE REQUIRED TO REPAIR AND REFINISH ALL DRYWALL WHICH MAY HAVE BEEN DAMAGED, CUT AWAY, OR REMOVED BY OTHER TRADES INCLUDING MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION. J. ALL WORK SHALL BE CONSTRUCTED IN COMFORMANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. K. MECHANICAL EQUIPMENT PLACED ON ROOFING SHALL BE SUPPORTED ON 8 INCH CURBS OR LEGS, WHICH SHALL BE FLASHED TO THE ROOFING AND MADE WATERTIGHT. L. ALL PROJECTIONS THROUGH THE ROOF SURFACE SHALL BE PROPERLY FLASHED TO PREVENT MOISTURE ENTRY. M. CONTRACTOR SHALL COMPLY WITH THE NATIONAL ROOFING CONTRACTORS ASSOCIATION MANUAL (NRCA), AND THE SHEETMETAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA). 152 SF BALCONY 301a 5' - 0 3/8"4' - 11 5/8"1' - 3 1/4"19' - 9 1/4" 5' - 9"14' - 0 3/8" 3 A04.01 __________________________________________________________________________________________________________________________________________________________________________________________________ 2 7/8"11' - 11 3/8"3 7/8" 102 SF BALCONY 303a 3 A04.01 __________________________________________________________________________________________________________________________________________________________________________________________________5' - 3 5/8"3' - 1 1/4"8' - 4 7/8"3' - 1 1/4"5' - 3 5/8"2 7/8"11' - 11 3/8"3 7/8" 102 SF BALCONY 209a 3 A04.01 __________________________________________________________________________________________________________________________________________________________________________________________________8' - 4 7/8"6' - 0 7/8"102 SF BALCONY 312a 3 A04.01 __________________________________________________________________________________________________________________________________________________________________________________________________ 16' - 8 1/4"3 7/8"4' - 4 5/8"1' - 8 1/4"151 SF BALCONY 211a 24' - 9 1/4" 3 A04.01 __________________________________________________________________________________________________________________________________________________________________________________________________6' - 1 1/4"151 SF BALCONY 311a 24' - 9 1/4" 3 A04.01 __________________________________________________________________________________________________________________________________________________________________________________________________6' - 1 1/4"PROJECT COPYRIGHT BY JOHNSON NATHAN STROHE (JNS). ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE MODIFIED, DUPLICATED, DISCLOSED, USED FOR ANOTHER PROJECT, OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT AND INDEMNIFICATION OF JNS SHEET TITLE ISSUES/REVISIONS STAMP SHEET NUMBER PRINTED ON1600 Wynkoop St., Suite 100 | Denver, CO 80202303.892.7062WWW.JNS.DESIGN12/28/2016 8:55:58 AMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA01.03BLACK & OLIVE, LLCBLACK OLIVE #1611 LEVEL 3 PLAN 110 E. OLIVE STREET, BOZEMAN, MONTANA 59715 1/8" = 1'-0"1 LEVEL 3 PLAN KEYNOTES 14.6 HYDRAULIC ELEVATOR; MACHINE ROOM-LESS, STRETCHERCAPABLE 14.11 TRASH CHUTE - 36" 23.12 MECH CHASE NORTH # Date Description 09/12/2016 100% SCHEMATIC DESIGN 09/22/2016 100% SCHEMATIC DESIGN (ARCH UPDATE) 10/04/2016 SITE PLAN 1 11/30/2016 SITE PLAN - REV 1 2 01/04/2017 REV 2 1/4" = 1'-0"2 UNIT B-1 TYP. ENLARGED BALCONY PLAN 1/4" = 1'-0"3 UNIT A-1 TYP. ENLARGED BALCONY PLAN 1/4" = 1'-0"4 UNIT A-2 TYP. ENLARGED BALCONY PLAN 1/4" = 1'-0"5 UNIT S-1 TYP. ENLARGED BALCONY PLAN 1/4" = 1'-0"7 UNIT B-3 TYP. ENLARGED BALCONY PLAN 1/4" = 1'-0"6 UNIT B-2 TYP. ENLARGED BALCONY PLAN 2 2 2222 A03.021 A03.02 A03.01 A03.01 1 2 2 B C D A 1 2 5 7 E 98643 UNIT A-1b 404 UNIT A-1b 406 UNIT S-1a 408 UNIT B-1a 401 UNIT B-1b 402 UNIT S-1d 410 UNIT S-1b 412 UNIT A-1b 413 UNIT B-2b 414 UNIT B-2a 411 UNIT A-1a 409 UNIT S-1c 407 UNIT A-1c 405 UNIT A-1a 403 6' - 0"14' - 0"11' - 7"17' - 8"7' - 2"11' - 7"12' - 6"9' - 0"2' - 6"12' - 6"18' - 1"9' - 6"11' - 7"12' - 6"11' - 6"25' - 0" 31' - 7"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6"5' - 10"34' - 0"6' - 0"34' - 0"TELECOMM 415 STAIR 1 004-01 ELEC417STAIR 2 004-02 5' - 10"5' - 6"28' - 6"6' - 0"28' - 6"5' - 6"31' - 7"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6" 6' - 0"14' - 0"11' - 7"12' - 5"5' - 3"6' - 4"10"11' - 7"21' - 6"8' - 0"17' - 4"7' - 9"9' - 6"1"11' - 6"12' - 6"11' - 6"25' - 0" STORAGE 418 ELEV 04 4' - 10"1' - 0"5' - 6"7' - 9"5' - 7"14' - 3"11"3' - 0"3' - 0"17' - 1 1/8"8' - 6"2' - 11"5' - 6"1' - 3"CORRIDOR 400 TRASH 416 136' - 4" 136' - 4" 136' - 4" PROPERTY LINEPROPERTY LINETYP.23.12 TYP.14.11 5' - 10"5' - 0"2' - 6"2' - 6"24' - 0"3' - 0"3' - 0"20' - 9"3' - 3"5' - 0"5' - 0"2' - 0"5' - 10"5' - 0"5' - 0"24' - 0"6' - 0"24' - 0"5' - 0"5' - 0"5' - 10"34' - 0"6' - 0"34' - 0"TYP.14.6 152 SF BALCONY 401a 102 SF BALCONY 403a 100 SF BALCONY 405a 105 SF BALCONY 407a 102 SF BALCONY 409a 151 SF BALCONY 411a 153 SF BALCONY 414a 101 SF BALCONY 413a 101 SF BALCONY 412a 101 SF BALCONY 410a103 SF BALCONY 408a101 SF BALCONY 406a 102 SF BALCONY 404a 157 SF BALCONY 402a 2' - 10"3' - 2"4' - 1 1/2"6' - 2"3' - 8 1/2"5' - 9 1/2"5' - 9 1/2"4' - 10"7' - 7"5' - 0 1/2"2 1/2"6' - 4"10"4' - 0"7' - 7"5' - 11"9' - 10"5' - 9"1' - 5"6' - 7"3' - 7"7' - 2"6' - 7"3' - 7"4' - 2"3' - 0"6' - 6"1"5' - 10 1/2"5' - 7 1/2"7' - 7"4' - 11"5' - 8"5' - 10"7' - 10"5' - 6"7' - 0"4' - 8" 3' - 0"3' - 0"4' - 1 1/2"5' - 6"4' - 4 1/2"5' - 1"6' - 6"2' - 6"12' - 6 3/4"2' - 7 1/4"4' - 2 1/8"2' - 11 7/8"6' - 0"5' - 7"7' - 7"4' - 11"5' - 11"3' - 1"10' - 1"9' - 2"7' - 8"6' - 2"9' - 6"6' - 0"5' - 7"7' - 7"4' - 11"5' - 8 1/2"5' - 9 1/2"9' - 10 5/8"4' - 3 1/2"6' - 11"3' - 10 7/8" 11' - 11 3/8"8' - 4 7/8"8' - 6 7/8"11' - 7 1/4" 16' - 10 7/8"6' - 2 7/8"11' - 11 3/8"8' - 4 7/8"6' - 1 1/4"24' - 9 1/4" 24' - 4 1/4"6' - 3 1/4"11' - 11 3/8"8' - 4 7/8"16' - 8 1/4"6' - 0 7/8"16' - 7"6' - 0 7/8"17' - 0 1/4"6' - 0 7/8"11' - 11 3/8"8' - 4 7/8"11' - 11 3/8"8' - 4 7/8"6' - 9 3/8"11' - 4 1/2"19' - 4 1/2" 5' - 9 3/8"11' - 3 3/8"6' - 2 7/8"19' - 9 3/8" 5' - 9" GENERAL NOTES A. ALL DIMENSIONS SHOWN ON FLOOR PLANS ARE TO FACE OF STUD, FACE OF CONCRETE OR CENTERLINE OF STRUCTURE. B. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. THE CONNECTION OF ALIGNED PLANES SHALL BE WITHOUT VISIBLE JOINTS OR SURFACE IRREGULARITIES UNLESS NOTED OTHERWISE. C. PROVIDE BLOCKING IN PARTITIONS AS REQUIRED FOR ALL ITEMS ATTACHED TO WALLS INCLUDING ITEMS PROVIDED BY OWNER. D. ALL GYPSUM BOARD TO BE 5/8" TYPE "X". MOISTURE AND MILDEW RESISTANT GYP AT ALL BATHROOM WET AREAS, RE: PLANS. E. ALL PENETRATIONS AND JOINT AT DEMISING WALLS, CORRIDOR WALLS AND EXTERIOR WALLS SHALL BE ACOUSTICALLY SEALED. F. DETAILS ARE USUALLY KEYED ONLY ONCE THROUGHOUT THE SET (ON PLANS OR ELEVATIONS) WHERE THEY OCCUR FIRST AND ARE TYPICAL FOR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. G. "TYPICAL" MEANS FOR ALL SIMILAR CONDITIONS UNLESS NOTED OTHERWISE H. VERIFY ALL CONDITIONS IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION I. DRYWALL SUBCONTRACTOR SHALL BE REQUIRED TO REPAIR AND REFINISH ALL DRYWALL WHICH MAY HAVE BEEN DAMAGED, CUT AWAY, OR REMOVED BY OTHER TRADES INCLUDING MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION. J. ALL WORK SHALL BE CONSTRUCTED IN COMFORMANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. K. MECHANICAL EQUIPMENT PLACED ON ROOFING SHALL BE SUPPORTED ON 8 INCH CURBS OR LEGS, WHICH SHALL BE FLASHED TO THE ROOFING AND MADE WATERTIGHT. L. ALL PROJECTIONS THROUGH THE ROOF SURFACE SHALL BE PROPERLY FLASHED TO PREVENT MOISTURE ENTRY. M. CONTRACTOR SHALL COMPLY WITH THE NATIONAL ROOFING CONTRACTORS ASSOCIATION MANUAL (NRCA), AND THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA). PROJECT COPYRIGHT BY JOHNSON NATHAN STROHE (JNS). ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE MODIFIED, DUPLICATED, DISCLOSED, USED FOR ANOTHER PROJECT, OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT AND INDEMNIFICATION OF JNS SHEET TITLE ISSUES/REVISIONS STAMP SHEET NUMBER PRINTED ON1600 Wynkoop St., Suite 100 | Denver, CO 80202303.892.7062WWW.JNS.DESIGN12/28/2016 8:56:11 AMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA01.04BLACK & OLIVE, LLCBLACK OLIVE #1611 LEVEL 4 PLAN 110 E. OLIVE STREET, BOZEMAN, MONTANA 59715 1/8" = 1'-0"1 LEVEL 4 PLAN KEYNOTES 14.6 HYDRAULIC ELEVATOR; MACHINE ROOM-LESS, STRETCHERCAPABLE 14.11 TRASH CHUTE - 36" 23.12 MECH CHASE NORTH # Date Description 09/12/2016 100% SCHEMATIC DESIGN 09/22/2016 100% SCHEMATIC DESIGN (ARCH UPDATE) 10/04/2016 SITE PLAN 1 11/30/2016 SITE PLAN - REV 1 2 01/04/2017 REV 2 A03.021 A03.02 A03.01 A03.01 1 2 2 B C D A 1 2 5 7 E 9 1 A04.01 __________________________________________________________________________________________________________________________________________________________________________________________________ 2 A04.01 __________________________________________________________________________________________________________________________________________________________________________________________________ 8643 UNIT B-1b 502 UNIT A-1b 504 UNIT A-1b 506 UNIT S-1b 512 UNIT A-1b 513 UNIT B-2b 514 UNIT B-2a 511 UNIT A-1a 509 UNIT S-1c 507 UNIT A-1c 505 UNIT B-1a 501 STAIR 1 005-01 STAIR 2 005-02 TELECOM 515 TRASH 516 TELECOM517STORAGE 518 ELEV 05 UNIT S-1a 508 UNIT S-1d 510 147' - 0" 147' - 0" PROPERTY LINEPROPERTY LINETYP.23.12 TYP.14.11 6' - 0"14' - 0"11' - 7"17' - 8"7' - 2"11' - 7"12' - 6"9' - 0"2' - 6"12' - 6"18' - 1"9' - 6"11' - 7"12' - 6"11' - 6"25' - 0" 31' - 7"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6"5' - 10"34' - 0"6' - 0"34' - 0"5' - 10"5' - 6"28' - 6"6' - 0"28' - 6"5' - 6"31' - 7"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6"5' - 10"5' - 0"5' - 0"24' - 0"6' - 0"24' - 0"5' - 0"5' - 0"5' - 10"34' - 0"6' - 0"34' - 0"5' - 10"5' - 0"2' - 6"2' - 6"2' - 8"15' - 7"4' - 6"1' - 3"3' - 0"3' - 0"3' - 6 5/8"5' - 8"11' - 6 3/8"3' - 3"2' - 6"2' - 6"5' - 0"4' - 10"1' - 0"5' - 6"7' - 9"5' - 7"14' - 3"11"3' - 0"3' - 0"3' - 5"13' - 8 1/8"8' - 6"2' - 11"5' - 6"1' - 3"TYP.14.6 TYP.8.26152 SF BALCONY 501a UNIT A-1a 503 105 SF BALCONY 509a 151 SF BALCONY 511a 155 SF BALCONY 514a 104 SF BALCONY 508a102 SF BALCONY 506a 102 SF BALCONY 504a 157 SF BALCONY 502a 6' - 0"4' - 1 1/2"5' - 6"4' - 4 1/2"5' - 1"6' - 6"2' - 6"8' - 7 1/2"6' - 6 5/8"1' - 4"5' - 10"6' - 0"5' - 7"7' - 7"4' - 11"5' - 11"3' - 1"10' - 1"4' - 11"4' - 3"7' - 8"6' - 2"9' - 6"6' - 0"5' - 7"7' - 7"4' - 11"5' - 8 1/2"5' - 9 1/2"9' - 11 5/8"4' - 2 1/2"6' - 11 1/8"3' - 10 3/4" 102 SF BALCONY 513a 102 SF BALCONY 512a101 SF BALCONY 510a 100 SF BALCONY 505a 105 SF BALCONY 507a 102 SF BALCONY 503a CORRIDOR 500 6' - 0"25' - 7"12' - 5"5' - 3"6' - 4"10"11' - 7"11' - 6"10' - 0"8' - 0"17' - 4"7' - 9"9' - 6"1"11' - 6"12' - 6"11' - 6"25' - 0" 2' - 10"3' - 2"4' - 1 1/2"6' - 2"9' - 6"5' - 9 1/2"4' - 10"7' - 7"5' - 0 1/2"2 1/2"6' - 4"10"4' - 0"7' - 7"5' - 11"5' - 7"4' - 3"5' - 9"1' - 5"6' - 7"3' - 7"7' - 2"6' - 7"3' - 7"4' - 2"3' - 0"6' - 6"1"5' - 5 1/2"6' - 0 1/2"7' - 7"4' - 11"5' - 8"5' - 10"7' - 10"5' - 6"7' - 0"4' - 8"6' - 1 1/4"16' - 8 1/4"6' - 1 1/4"24' - 9 1/4"8' - 4 7/8"2 7/8"11' - 11 3/8" 16' - 10 7/8"6' - 2 7/8"11' - 7 1/4"11' - 11 3/8"8' - 4 7/8"24' - 9 1/4"6' - 3 1/4"8' - 4 7/8"11' - 11 3/8"17' - 0 1/4"6' - 1 1/4"8' - 4 7/8"8' - 4 7/8"11' - 11 3/8"11' - 11 3/8"8' - 6 7/8"16' - 7"6' - 1 1/4"19' - 9 3/8" 5' - 9 3/8"11' - 4 1/4"6' - 9 3/8"19' - 9 3/8" 5' - 9"11' - 3 3/8"6' - 3"GENERAL NOTES A. ALL DIMENSIONS SHOWN ON FLOOR PLANS ARE TO FACE OF STUD, FACE OF CONCRETE OR CENTERLINE OF STRUCTURE. B. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. THE CONNECTION OF ALIGNED PLANES SHALL BE WITHOUT VISIBLE JOINTS OR SURFACE IRREGULARITIES UNLESS NOTED OTHERWISE. C. PROVIDE BLOCKING IN PARTITIONS AS REQUIRED FOR ALL ITEMS ATTACHED TO WALLS INCLUDING ITEMS PROVIDED BY OWNER. D. ALL GYPSUM BOARD TO BE 5/8" TYPE "X". MOISTURE AND MILDEW RESISTANT GYP AT ALL BATHROOM WET AREAS, RE: PLANS. E. ALL PENETRATIONS AND JOINT AT DEMISING WALLS, CORRIDOR WALLS AND EXTERIOR WALLS SHALL BE ACOUSTICALLY SEALED. F. DETAILS ARE USUALLY KEYED ONLY ONCE THROUGHOUT THE SET (ON PLANS OR ELEVATIONS) WHERE THEY OCCUR FIRST AND ARE TYPICAL FOR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. G. "TYPICAL" MEANS FOR ALL SIMILAR CONDITIONS UNLESS NOTED OTHERWISE H. VERIFY ALL CONDITIONS IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION I. DRYWALL SUBCONTRACTOR SHALL BE REQUIRED TO REPAIR AND REFINISH ALL DRYWALL WHICH MAY HAVE BEEN DAMAGED, CUT AWAY, OR REMOVED BY OTHER TRADES INCLUDING MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION. J. ALL WORK SHALL BE CONSTRUCTED IN COMFORMANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. K. MECHANICAL EQUIPMENT PLACED ON ROOFING SHALL BE SUPPORTED ON 8 INCH CURBS OR LEGS, WHICH SHALL BE FLASHED TO THE ROOFING AND MADE WATERTIGHT. L. ALL PROJECTIONS THROUGH THE ROOF SURFACE SHALL BE PROPERLY FLASHED TO PREVENT MOISTURE ENTRY. M. CONTRACTOR SHALL COMPLY WITH THE NATIONAL ROOFING CONTRACTORS ASSOCIATION MANUAL (NRCA), AND THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA). PROJECT COPYRIGHT BY JOHNSON NATHAN STROHE (JNS). ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE MODIFIED, DUPLICATED, DISCLOSED, USED FOR ANOTHER PROJECT, OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT AND INDEMNIFICATION OF JNS SHEET TITLE ISSUES/REVISIONS STAMP SHEET NUMBER PRINTED ON1600 Wynkoop St., Suite 100 | Denver, CO 80202303.892.7062WWW.JNS.DESIGN12/28/2016 8:56:22 AMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA01.05BLACK & OLIVE, LLCBLACK OLIVE #1611 LEVEL 5 PLAN 110 E. OLIVE STREET, BOZEMAN, MONTANA 59715 1/8" = 1'-0"1 LEVEL 5 PLAN KEYNOTES 8.26 METAL ROOF ALTERNATING TREAD DEVICE 14.6 HYDRAULIC ELEVATOR; MACHINE ROOM-LESS, STRETCHER CAPABLE 14.11 TRASH CHUTE - 36" 23.12 MECH CHASE NORTH # Date Description 09/12/2016 100% SCHEMATIC DESIGN 09/22/2016 100% SCHEMATIC DESIGN (ARCH UPDATE) 10/04/2016 SITE PLAN 1 11/30/2016 SITE PLAN - REV 1 2 01/04/2017 REV 2 A03.021 A03.02 A03.01 A03.01 1 2 2 B C D A 1 2 5 7 E 9 1 A04.01 __________________________________________________________________________________________________________________________________________________________________________________________________ 2 A04.01 __________________________________________________________________________________________________________________________________________________________________________________________________ 8643 31' - 7"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6"5' - 10"34' - 0"6' - 0"34' - 0"5' - 10"34' - 0"6' - 0"34' - 0"31' - 7"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6" TYP.22.10 TYP.22.9 TYP.7.18 156' - 2" PROPERTY LINEPROPERTY LINETYP.7.24 1/4" / 12"TYP.8.23 TYP.23.1 156' - 2"156' - 2"SLOPE 1/4" / 12"SLOPE 1/4" / 12"SLOPE 1/4" / 12"SLOPE 1/4" / 12"SLOPE 1/4" / 12"SLOPE 1/4" / 12"SLOPE 1/4" / 12"SLOPE 1/4" / 12"SLOPE 1/4" / 12"SLOPE 1/4" / 12"A.MECHANICAL EQUIPMENT PLACED ON ROOFING SHALL BE SUPPORTED ON 8 INCH CURBS OR LEGS, WHICH SHALL BE FLASHED TO THE ROOFING AND MADE WATERTIGHT. B.ALL PROJECTIONS THROUGH THE ROOF SURFACE SHALL BE PROPERLY FLASHED TO PREVENT MOISTURE ENTRY. C.CONTRACTOR SHALL COMPLY WITH THE NATIONAL ROOFING CONTRACTORS ASSOCIATION MANUAL (NRCA), AND THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA). D.COORDINATE LANDSCAPE PAVER TRAYS LAYOUT WITH LANDSCAPE PLANS. GENERAL ROOF NOTES PROJECT COPYRIGHT BY JOHNSON NATHAN STROHE (JNS). ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE MODIFIED, DUPLICATED, DISCLOSED, USED FOR ANOTHER PROJECT, OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT AND INDEMNIFICATION OF JNS SHEET TITLE ISSUES/REVISIONS STAMP SHEET NUMBER PRINTED ON1600 Wynkoop St., Suite 100 | Denver, CO 80202303.892.7062WWW.JNS.DESIGN12/28/2016 8:56:30 AMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA02.01BLACK & OLIVE, LLCBLACK OLIVE #1611 ROOF LEVEL PLAN110 E. OLIVE STREET, BOZEMAN, MONTANA 59715 1/8" = 1'-0"1 ROOF PLAN NORTH KEYNOTES 7.18 BLACK TPO, SLOPE 1/4" / 12", TO DRAIN 7.24 2' X 2' ROOF WALKWAY MAT 8.23 ROOF ACCESS HATCH, 48" X 48" WITH INTEGRAL GUARD RAIL 22.9 ROOF DRAIN 22.10 OVERFLOW ROOF DRAIN 23.1 CONDENSER UNIT, LOCATE TO AVOID ROOF PENETRATIONS # Date Description 10/04/2016 SITE PLAN 1 11/30/2016 SITE PLAN - REV 1 2 01/04/2017 REV 2 LEVEL 1 100' - 0" LEVEL 2 115' - 0" LEVEL 3 125' - 8" ROOF LEVEL 156' - 2" B C DA T.O. PARAPET 160' - 2"6' - 2"2' - 0"4' - 0"9' - 2"10' - 8"10' - 8"10' - 8"15' - 0"LEVEL 4 136' - 4" LEVEL 5 147' - 0" E 34' - 0"6' - 0"34' - 0"5' - 10" 79' - 10"8' - 2"60' - 2"4.12 TYP.5.26 70'-0" MAX. BUILDING HEIGHT per 38.10.060A.4.b TYP.10.1 7.22 7.20 4.19 4.12 5.7 7.41 4.19 FUTURE POTENTIAL SIGNAGE LOCATION PER SIGNAGE CALUCLATIONS, A03.01 7.41 135.00°25' - 0"45 DEGREE ANGLED SETBACK44' - 0" ADJACENT TO RESIDENTIAL ZONING2 2 12' - 0"LEVEL 1 100' - 0" LEVEL 2 115' - 0" LEVEL 3 125' - 8" ROOF LEVEL 156' - 2" 1257 T.O. PARAPET 160' - 2"15' - 0"10' - 8"10' - 8"10' - 8"9' - 2"4' - 0"2' - 0"6' - 2"LEVEL 4 136' - 4" LEVEL 5 147' - 0" 9 8 6 4 3 31' - 7"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6" 192' - 8"60' - 2"8' - 2"8.32 4.12TYP.11.26 TYP.5.26 TYP.13.7 70'-0" MAX. BUILDING HEIGHT per 38.10.060A.4.b TYP.3.4 TYP.8.29 A03.01 4 4.12 7.20 8.17 6.35 7.20 4.19 4.19 7.20 5.7 8.7 7.41 6.18 FUTURE POTENTIAL SIGNAGE LOCATION PER SIGNAGE CALUCLATIONS, A03.01 2 1' - 10"1' - 10"6' - 7 5/8"9' - 4"AREA CALULATION: 56.33 sqft RE: SIGNAGE CALCULATION, A03.01 10.1 SIGNAGE CALULATION TABLE 38.28.060 KEYNOTES 1.4 EXISTING TO REMAIN 3.4 CAST-IN-PLACE CONCRETE SLAB 4.12 MODULAR BRICK VENEER - BS1 4.19 (2) STACKED, MODULAR BRICK VENEER SOLDIER COURSE 5.7 STEEL BALCONY - GUARDRAIL, PERFORATED METAL INFILL 5.26 DECORATIVE METAL BRACING 6.18 VERTICAL WOOD SIDING 6.35 WOOD SIDING SOFFIT, RUN IN SAME DIRECTION AS WALL BELOW 7.20 PREFINISHED METAL CAP FLASHING, PAINT TO MATCH. 7.22 METAL OVERFLOW SCUPPER 7.41 VERTICAL CORRUGATED METAL M-PANEL 8.7 ALUMINUM FRAMED STOREFRONT SYSTEM GLAZING 8.17 VINYL COMPOSITE WINDOW 8.29 VINYL SLIDING PATIO DOOR 8.32 OVERHEAD COILING GRILL WITH MOTORIZED OPERATOR 10.1 EXTERIOR SIGNAGE, MOUNTED WITH CONCEALED FASTENERS. WITH INTERNAL LIGHTING. PROVIDE ELECTRICAL 11.26 9'-0" GARAGE HEADACHE BAR; CONFIRM MINIMUM HEIGHT 13.7 BIKE RACK, RE: LANDSCAPE 1/8" = 1'-0"2 WEST ELEVATION 1/8" = 1'-0"1 NORTH ELEVATION PROJECT COPYRIGHT BY JOHNSON NATHAN STROHE (JNS). ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE MODIFIED, DUPLICATED, DISCLOSED, USED FOR ANOTHER PROJECT, OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT AND INDEMNIFICATION OF JNS SHEET TITLE ISSUES/REVISIONS STAMP SHEET NUMBER PRINTED ON1600 Wynkoop St., Suite 100 | Denver, CO 80202303.892.7062WWW.JNS.DESIGN12/28/2016 9:00:26 AMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA03.01BLACK & OLIVE, LLCBLACK OLIVE #1611 NORTH & WEST ELEVATION 110 E. OLIVE STREET, BOZEMAN, MONTANA 597153 NORTH WEST PERSPECTIVE 1/4" = 1'-0"4 BUILDING ADDRESS # Date Description 10/04/2016 SITE PLAN 1 11/30/2016 SITE PLAN - REV 1 2 01/04/2017 REV 2 45 ANGLED SET BACK IS SELF IMPOSED, NOT REQUIRED, TO RESPECT SOUTHERN PROPERTIES. THE PROPERTY ADJACENT TO THE SOUTH IS ZONED B-3, NOT REQUIRING THIS SETBACK.2 LEVEL 1 100' - 0" LEVEL 2 115' - 0" LEVEL 3 125' - 8" ROOF LEVEL 156' - 2" 1 2 5 7 T.O. PARAPET 160' - 2"4' - 0"9' - 2"10' - 8"10' - 8"10' - 8"15' - 0"LEVEL 4 136' - 4" LEVEL 5 147' - 0" 98643 31' - 7"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6" 192' - 8"60' - 2"70'-0" MAX. BUILDING HEIGHT per 38.10.060A.4.b TYP.7.41 TYP.8.17 TYP.4.12 3' - 6"1' - 9 1/2"13' - 2 1/2"6.18 8.29 4.8 7.20 4.19 7.20 7.41 1.4 5.9 5.7 7.20 4.12 4.19 LEVEL 1 100' - 0" LEVEL 2 115' - 0" LEVEL 3 125' - 8" ROOF LEVEL 156' - 2" BCD A T.O. PARAPET 160' - 2"2' - 0"4' - 0"9' - 2"10' - 8"10' - 8"10' - 8"15' - 0"LEVEL 4 136' - 4" LEVEL 5 147' - 0" E 5' - 10"34' - 0"6' - 0"34' - 0"60' - 2"79' - 10" 7.41 4.12 70'-0" MAX. BUILDING HEIGHT per 38.10.060A.4.b TYP.8.17 3' - 6"15' - 0"TYP.7.20 4.12 7.41 TYP.4.20 TYP.4.19 7.20 13.7 4.8 26.9 45 DEGREE ANGLED SETBACK44' - 0" ADJACENT TO RESIDENTIAL ZONING135.00°2 PROJECT COPYRIGHT BY JOHNSON NATHAN STROHE (JNS). ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE MODIFIED, DUPLICATED, DISCLOSED, USED FOR ANOTHER PROJECT, OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT AND INDEMNIFICATION OF JNS SHEET TITLE ISSUES/REVISIONS STAMP SHEET NUMBER PRINTED ON1600 Wynkoop St., Suite 100 | Denver, CO 80202303.892.7062WWW.JNS.DESIGN12/28/2016 9:00:54 AMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA03.02BLACK & OLIVE, LLCBLACK OLIVE #1611 SOUTH & EAST ELEVATION 110 E. OLIVE STREET, BOZEMAN, MONTANA 59715 1/8" = 1'-0"2 SOUTH ELEVATION KEYNOTES 1.4 EXISTING TO REMAIN 4.8 8" CMU - GROUND FACE ARCHITECTURAL FINISH 4.12 MODULAR BRICK VENEER - BS1 4.19 (2) STACKED, MODULAR BRICK VENEER SOLDIER COURSE 4.20 MODULAR BRICK ROWLOCK 5.7 STEEL BALCONY - GUARDRAIL, PERFORATED METAL INFILL 5.9 DECORATIVE METAL SCREEN 5.26 DECORATIVE METAL BRACING 6.18 VERTICAL WOOD SIDING 7.20 PREFINISHED METAL CAP FLASHING, PAINT TO MATCH. 7.41 VERTICAL CORRUGATED METAL M-PANEL 8.17 VINYL COMPOSITE WINDOW 8.29 VINYL SLIDING PATIO DOOR 13.7 BIKE RACK, RE: LANDSCAPE 26.9 WALL SCONCE; RE: ELEC. ALIGN FIXTURES IN ELEVATION, CENTER HORIZONTALLY ON WALL 1/8" = 1'-0"1 EAST ELEVATION # Date Description 09/12/2016 100% SCHEMATIC DESIGN 09/22/2016 100% SCHEMATIC DESIGN (ARCH UPDATE) 10/04/2016 SITE PLAN 1 11/30/2016 SITE PLAN - REV 1 2 01/04/2017 REV 2 45 ANGLED SET BACK IS SELF IMPOSED, NOT REQUIRED, TO RESPECT SOUTHERN PROPERTIES. THE PROPERTY ADJACENT TO THE SOUTH IS ZONED B-3, NOT REQUIRING THIS SETBACK.2 LEVEL 1 100' - 0" LEVEL 2 115' - 0" LEVEL 3 125' - 8" ROOF LEVEL 156' - 2" 1257 T.O. PARAPET 160' - 2" LEVEL 4 136' - 4" LEVEL 5 147' - 0" 9 15' - 0"10' - 8"10' - 8"10' - 8"9' - 2"4' - 0"3' - 10"2 A04.01 __________________________________________________________________________________________________________________________________________________________________________________________________ 8 6 4 3 31' - 7"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6" STAIR 02 001-02 LEASING 102 STAIR 01 001-01 RETAIL 101 UNIT B-2a 411 UNIT B-2a 511 UNIT A-1a 309 UNIT A-1a 409 UNIT A-1a 509 UNIT S-1c 207 UNIT S-1c 307 UNIT S-1c 407 UNIT S-1c 507 STAIR 2 002-02 STAIR 2 003-02 STAIR 2 004-02 STAIR 2 005-02 UNIT A-1c 305 UNIT A-1c 405 UNIT A-1c 505 UNIT A-1a 203 UNIT A-1a 303 UNIT A-1a 403 STAIR 1 002-01 STAIR 1 003-01 STAIR 1 004-01 STAIR 1 005-01 UNIT B-1a 301 UNIT B-1a 401 UNIT B-1a 501 192' - 8"60' - 2"70' - 0" MAX BUILDING HEIGHTFITNESS 112 UNIT B-2a 311 UNIT B-3 TYPE A 211 UNIT A-2 TYPE A 209 UNIT A-1c 205 TYP.3.3 TYP.3.1 14.6 TYP.3.4 TYP.7.41 TYP.8.17 TYP.8.23 TYP.8.26 14' - 0"1' - 0"70'-0" MAX. BUILDING HEIGHT per 38.10.060A.4.b UNIT B-1a 201 UNIT A-1a 503 23.1 4.19 7.20 7.18 LEVEL 1 100' - 0" LEVEL 2 115' - 0" LEVEL 3 125' - 8" ROOF LEVEL 156' - 2" BCD A T.O. PARAPET 160' - 2" LEVEL 4 136' - 4" LEVEL 5 147' - 0" E 1 A04.01 __________________________________________________________________________________________________________________________________________________________________________________________________ 5' - 10"34' - 0"6' - 0"34' - 0"15' - 0"10' - 8"10' - 8"10' - 8"9' - 2"4' - 0"79' - 10" CORRIDOR 400 CORRIDOR 300 CORRIDOR 200e 60' - 2"TYP.3.3 RC 1A TYP.5.26 UNIT B-2b 514 UNIT B-2b 414 UNIT B-2b 314 UNIT B-2b 214 UNIT B-3 TYPE A 211 UNIT B-2a 311 UNIT B-2a 411 UNIT B-2a 511 TYP.8.32 TYP.11.26 CORRIDOR 500 3' - 6"15' - 0"70'-0" MAX. BUILDING HEIGHT per 38.10.060A.4.b 5.9 7.20 1/4" / 12" STEEL BALCONY RAILING WATERPROOFING MEMBRANE CONTINUOUS OVER SHEATHING TOPPING CONCRETE SLOPED AT 1/4" / FT. OVER DRAINAGE MAT WOOD FRAMING PER STRUCTURAL, JOISTS RIPPED TO SLOPE AT 1/4" / FT. BALCONY DOOR EXTERIOR GYP. SHEATHING WITH SEAMLESS FINISH SPRAY APPLIED CLOSED CELL INSULATION R-20 MIN. WALL FINISH BEYOND FACE OF BUILDING BEYOND RAILING RETURN AT CANTILEVER BALCONY RAILING RETURN AT CANTILEVER BALCONY, INFILL RAILING WITH 4" MAX OPENING VERTICAL BALCONY SUPPORTS, ALIGN WITH BOTTOM OF SOFFIT FACE OF FINISH DEPTH OF BALCONY 3/4" 2" PERFORATED METAL INFILL BETWEEN RAILINGS BALCONY MIN OPEN SPACE SQFT EITHER 100 OR 150 SQFT FROM FACE OF FINISH.2 PROJECT COPYRIGHT BY JOHNSON NATHAN STROHE (JNS). ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE MODIFIED, DUPLICATED, DISCLOSED, USED FOR ANOTHER PROJECT, OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT AND INDEMNIFICATION OF JNS SHEET TITLE ISSUES/REVISIONS STAMP SHEET NUMBER PRINTED ON1600 Wynkoop St., Suite 100 | Denver, CO 80202303.892.7062WWW.JNS.DESIGN12/28/2016 8:58:13 AMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA04.01BLACK & OLIVE, LLCBLACK OLIVE #1611 BUILDING SECTION110 E. OLIVE STREET, BOZEMAN, MONTANA 59715KEYNOTES 3.1 CAST-IN-PLACE CONCRETE WALL 3.3 CAST-IN-PLACE CONCRETE COLUMN 3.4 CAST-IN-PLACE CONCRETE SLAB 4.19 (2) STACKED, MODULAR BRICK VENEER SOLDIER COURSE 5.9 DECORATIVE METAL SCREEN 5.26 DECORATIVE METAL BRACING 7.18 BLACK TPO, SLOPE 1/4" / 12", TO DRAIN 7.20 PREFINISHED METAL CAP FLASHING, PAINT TO MATCH. 7.41 VERTICAL CORRUGATED METAL M-PANEL 8.17 VINYL COMPOSITE WINDOW 8.23 ROOF ACCESS HATCH, 48" X 48" WITH INTEGRAL GUARD RAIL 8.26 METAL ROOF ALTERNATING TREAD DEVICE 8.32 OVERHEAD COILING GRILL WITH MOTORIZED OPERATOR 11.26 9'-0" GARAGE HEADACHE BAR; CONFIRM MINIMUM HEIGHT 13.7 BIKE RACK, RE: LANDSCAPE 14.6 HYDRAULIC ELEVATOR; MACHINE ROOM-LESS, STRETCHER CAPABLE 23.1 CONDENSER UNIT, LOCATE TO AVOID ROOF PENETRATIONS 1/8" = 1'-0"1 LONGITUDINAL SECTION @ GL A/B 1/8" = 1'-0"2 TRANSVERSE @ GL 8 # Date Description 09/12/2016 100% SCHEMATIC DESIGN 1 11/30/2016 SITE PLAN - REV 1 2 01/04/2017 REV 2 1" = 1'-0"3 BALCONY DETAIL SECTION 625AT 625AT 625AT 625ATSCALE:1SITE LIGHTING PHOTOMETRIC1" = 10'-0"PHOTOMETRY PLAN GENERAL NOTES:1.VALUES SHOWN ARE MAINTAINED HORIZONTAL ILLUMINANCE VALUES MEASURED AT GRADE.2.SITE LIGHTING DESIGN HAS BEEN COMPLETED TO PRODUCE EVEN ILLUMINATION OF PARKINGAND PAVED AREAS WITH MINIMAL GLARE ONTO ADJACENT PROPERTIES.3.ALL LIGHT FIXTURES SHALL BE FULLY SHIELDED AND DIRECT LIGHT DOWNWARDS.4.THERE WILL BE NO OFF-SITE GLARE ALLOWED.SITE LIGHTING DESIGN HAS BEEN COMPLETED TO CONFORM TO CITY OF BOZEMANLIGHTING REQUIREMENTS.SITE BOUNDARYWSWSWSWSWSWSWSWSWSWSSDSDSD2PROJECTCOPYRIGHT BY JOHNSONNATHAN STROHE (JNS). ALLDRAWN AND WRITTENINFORMATION APPEARINGHEREIN SHALL NOT BEMODIFIED, DUPLICATED,DISCLOSED, USED FORANOTHER PROJECT, OROTHERWISE USED WITHOUTTHE WRITTEN CONSENT ANDINDEMNIFICATION OF JNSSHEET TITLEISSUES/REVISIONSSTAMPSHEET NUMBERPRINTED ON 1600 Wynkoop St., Suite 100 | Denver, CO 80202 303.892.7062 WWW.JNS.DESIGN 9/29/2016 11:05:37 AMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvt BLACK & OLIVE, LLC BLACK OLIVE #1611110 E. OLIVE ST. BOZEMAN, MONTANA 59715#DateDescription09/12/2016100% SCHEMATICDESIGN09/22/2016100% SCHEMATICDESIGN (ARCHUPDATE)10/04/2016SITE PLAN11/30/2016SITE PLAN - REV 101/04/2017SITE PLAN - REV 2E01.01LIGHTINGPHOTOMETRIC LUMINAIRE SCHEDULESymbolLabelLLFWattsCatalog NumberGeneral DescriptionLampMounting/HeightGeneral LocationColorSD1.00DOWNLIGHTPARKING LOT ENTRYWHITETRIMHALOSLD612830WH14.8LED10' AFGWSWS1.00WALL SCONCEENTRIESWALKWAYSBLACKLUMIERE EON303-W1-LEDB1-3000-UNV-T5X-DIM10-BK8.33LED10' AFGSD22PROJECTCOPYRIGHT BY JOHNSONNATHAN STROHE (JNS). ALLDRAWN AND WRITTENINFORMATION APPEARINGHEREIN SHALL NOT BEMODIFIED, DUPLICATED,DISCLOSED, USED FORANOTHER PROJECT, OROTHERWISE USED WITHOUTTHE WRITTEN CONSENT ANDINDEMNIFICATION OF JNSSHEET TITLEISSUES/REVISIONSSTAMPSHEET NUMBERPRINTED ON 1600 Wynkoop St., Suite 100 | Denver, CO 80202 303.892.7062 WWW.JNS.DESIGN 9/29/2016 11:05:37 AMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvt BLACK & OLIVE, LLC BLACK OLIVE #1611110 E. OLIVE ST. BOZEMAN, MONTANA 59715#DateDescription09/12/2016100% SCHEMATICDESIGN09/22/2016100% SCHEMATICDESIGN (ARCHUPDATE)10/04/2016SITE PLAN11/30/2016SITE PLAN - REV 101/04/2017SITE PLAN - REV 2E02.01LIGHTINGDETAILS