HomeMy WebLinkAboutBLACK OLIVE - ENTIRE DRAWING SETOWNER
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CONTRACTOR
CIVIL ENGINEER
ELECTRICAL ENGINEERS
INTERIORS
JOHNSON NATHAN STROHE
PROJECT TEAM
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LANDSCAPE ARCHITECT
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ARCHITECT
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STRUCTURAL ENGINEER
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MECHANICAL & PLUMBING ENGINEERS
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L. KEELEY CONSTRUCTION
500 S. EWING AVE., SUITE G
ST. LOUIS, MO 63103
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Contact:RYAN PERRYMAN
314.421.5933
9/30/2016 8:35:09 AM1611BLACK OLIVESITE PLAN (SP1)OCTOBER 4, 2016SITE PLAN (SP1)
OCTOBER 4, 2016
BLACK & OLIVE, LLC
BLACK OLIVE
202 SOUTH BLACK AVENUE,
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
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
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
ELECTRICAL
E01.01 LIGHTING PHOTOMETRIC
E02.01 LIGHTING DETAILS
BIKE RACKSEAST OLIVE STREET(58'-6" -60'-0" R.O.W.)SOUTH BLACK AVENUE(57'-6" R.O.W.)EX. TREE TOREMAIN, TYP.BOULDER/SEATING,TYP.SOUTH YARD LANDSCAPING. TREESCLUSTERED AT WEST END OF YARD TOPERMIT ACCESS TO ELECTRICAL UTILITIES.HOLES FOR TREES ARE TO BE DUG BY HANDTO PREVENT DAMAGE TO THE GAS LINE.EDGE OF EX.ASPHALT DRIVEWAYCIP CONCRETERETAINING WALLEX. WOOD PANELFENCE TO REMAINCONCRETESIDEWALKEX. SHED TOREMAINSITE VISIBILITYTRIANGLETREE WELLSTEEL EDGINGCONCRETE PAVERS,TYP.TRASH ENCLOSURE,SEE CIVIL PLANSPROPERTY LINESCOREJOINT, TYP.SPACE EQUALLY BETWEENBUILDING ENTRANCES.PROVIDE 1' SCOREJOINTBAND TO FRAME CONCRETEPAVERS AT BUILDINGENTRANCES, TYP.CAR SHAREGARAGE ACCESS5' CONCRETE SIDEWALKTYP., SEE CIVIL PLANSPROPERTY LINEGARAGE ACCESSPROPERTY LINEPROPERTY LINEOPTIONAL OUTDOORSEATING AREA - 179 SFBIKE RACKSSITE VISIBILITYTRIANGLESITE VISIBILITYTRIANGLETREESSHRUBSSYMB.BOTANICAL NAMESIZETYPESPACING#COMMON NAMEPLANT SCHEDULEACER RUBRUMRED ROCKET MAPLE 2.5" CAL B & BPER PLAN 15 GAL POTPER PLANPERENNIALS & GRASSESACHILLEA MILLEFOLIUM***'MOONSHINE' YARROW 1 GAL POTPER PLAN8SORBUS HYBRIDAOAKLEAF MOUNTAIN ASH2.5" CAL B & BPER PLAN 4JUNIPERUS VIRGINIANA'SKYROCKET' JUNIPER29DESCHAMPSIA CESPITOSA ***TUFTED HAIRGRASS1 GAL POTPER PLAN 21ECHINACEA PURPUREA***'MAGNUS' ECHINEACEA 1 GAL POTPER PLAN 11RATIBIDA COLUMNIFERA***'MEXICAN HAT' CONEFLOWER1 GALPOTPER PLAN 9SPIRAEA BETULIFOLIA ***TOR SPIRAEA5 GALPOTPER PLAN2OTHERQUARRIED GRANITE BOULDER, Min 3' DIAMETER5BLUEGRASS SOD2,235sqft*** DROUGHT TOLERANT SPECIESMATUREHEIGHT30'-40'15'-20'2'20'-30'2'-3'3'2'3'-4'MATURESPREAD10'-20'2'-3'2'10'-20'2'-3'1.5'2'3'-4'EXISTING TREE TO REMAIN1 12" ROCK BARK1,425sqft6CONCRETE PAVERS560sqftEXISTING TREE TO BE REMOVED6LANDSCAPE POINTS - BLACK OLIVE13 REQUIRED LANDSCAPE POINTS - (B-3)POINTSYARDCOLUMN ACOLUMN BDISTANCESOUTH198.47'4 CANOPY TREES54 CANOPY TREESREQUIRED15 TOTAL LANDSCAPE POINTS4 CANOPY TREESPROVIDED29 EVERGREEN SHRUBS PROVIDED 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. 5PROVIDED24 EVERGREEN SHRUBS24 EVERGREEN SHRUBS REQUIREDTOTAL QTY REQUIREDTOTAL QTY 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) - 3 PROVIDEDPROVIDED: 7 LARGE CANOPY TREESLANDSCAPE 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
202 SOUTH BLACK AVENUE,
BOZEMAN, MONTANA 59715NOT FORCONSTRUCTION# Date Description10/04/2016 SITE PLAN# Date DescriptionL01.01LANDSCAPEPLAN2L01.011"=20'-0"Tree Protection Plan2010040N
EAST OLIVE STREET(58'-6" -60'-0" R.O.W.)SOUTH BLACK AVENUE(57'-6" R.O.W.)CBFCPWPROPERTY LINECAR SHAREGARAGE ACCESSPROPERTY LINEPROPERTY LINEPROPERTY LINEIRRIGATION SCHEDULEIRRIGATION TYPEANNUALETRATETOTALAREA/QTYTOTALANNUALH2048,390 galTOTAL ANNUAL H20 REQUIRED TOTALACRE FEET PER YEAR0.15 acre feet19,783 gal1,095sqftH.E.SPRAYIRRIG.(SOD)20,596 gal1,140sqftH.E. BLVDSPRAYIRRIG.(SOD)113gal / week2,025 gal5TREESH.E. TREEBUBBLER31PLANTSH.E. SHRUBDRIP IRRIG.50PLANTSH.E. PERNDRIP IRRIG.29 in / sqft29 in / sqft232.5gal / week4,185 gal100 gal /week1,800 gal SYM DESCRIPTION IRRIGATION LEGENDIRRIGATION POINT OF CONNECTIONNOTE: IRRIGATION LAYOUT TO BEDETERMINED IN FIELD BY IRRIGATIONCONTRACTORIRRIGATION SLEEVE, 4" MIN. SCH. 40 PVCWCBFCPBACKFLOW PREVENTERIRRIGATION CONTROLLERWEATHER STATIONIRRIGATION NOTES AND SPECIFICATIONS1. ALL VALVE BOXES TO BE STANDARD SIZE OR LARGER2. IRRIGATION MAIN LINE TO BE 1.5" SCH 40 PVC PIPE OR 150 PSI POLY PIPE3. ALL TREES TO BE IRRIGATED THROUGH DEDICATED BUBBLERS EVENLY DISTRIBUTEDAROUND BASE OF TREE WITH THREE (3) EVENLY SPACED .25 GPM BUBBLER EMITTERS.4. TREES AND SHRUBS PLACED WITHIN PLANTING BEDS MAY UTILIZE DRIP IRRIGATIONADJUSTED PER INDIVIDUAL PLANT REQUIREMENTS.5. ALL SHRUBS OUTSIDE OF DEDICATED PLANTING BEDS TO HAVE DEDICATED BUBBLERSEVENLY DISTRIBUTED AROUND BASE, WITH TWO (2) EVENLY SPACED .25 GPM EMITTERS.6. ALL MIXED SHRUB AND PERENNIAL PLANTINGS TO BE IRRIGATED WITH DEDICATED DRIPTUBING W/ EMITTERS ADJUSTED PER INDIVIDUAL PLANT REQUIREMENTS.7. LAWN AND SEED AREAS TO BE IRRIGATED WITH SPRAY OR ROTOR OVERHEAD IRRIGATIONAS INDICATED PER PLAN.8. ALL HEADS MUST ACHIEVE HEAD-TO-HEAD COVERAGE9. SYSTEM SHALL UTILIZE WEATHER / MOISTURE MONITOR.10. BACKFLOW PREVENTOR AND BLOWOUT ASSEMBLY SHALL BE LOCATED IN MECH ROOM ORAPPROVED EXTERNAL GRADEBOX, AND IS THE RESPONSIBILITY OF THE LANDSCAPECONTRACTOR TO COORDINATE INSTALLATION PER LOCAL CODES AND ORDINANCES, WITHARCHITECTURE. AND WITH ALL OTHER TRADES.11. POWER SOURCE FOR IRRIGATION CONTROLLER TO BE COORDINATED WITH ELECTRICALENGINEERING AND ELECTRICAL CONTRACTOR BY LANDSCAPE CONTRACTOR.12. DO NOT INSTALL IRRIGATION SYSTEM WHEN OBVIOUS OBSTRUCTIONS OR GRADECHANGES ARE PRESENT.13. ALL INFORMATION TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO INSTALLATION.14. 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.15. THE CONTRACTOR SHALL MAINTAIN AN ACCURATE & CURRENT 'AS-BUILT' IRRIGATION PLANON SITE AT ALL TIMES.16. ALL SPRAY AND ROTOR HEADS WITHIN SOD LAWN AREAS TO PROVIDE A PRECIPITATIONRATE OF 1.5"/sqft.105020N1L02.011"=10'-0"Irrigation Plan - Ground FloorSHEET TITLEISSUES/REVISIONSSTAMPSHEET NUMBERZ:\Clients\Black and Olive\Autocad\01_Sheets
BLACK & OLIVE, LLC
BLACK OLIVE
202 SOUTH BLACK AVENUE,
BOZEMAN, MONTANA 59715NOT FORCONSTRUCTION# Date Description10/04/2016 SITE PLAN# Date DescriptionL02.01IRRIGATIONPLAN -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.MODEL PROS-04 OR EQUIVALENTLATERAL PIPEFINISH GRADELATERAL TEE OR ELLSWING JOINT:RAINBIRD SA125050 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.SHEET TITLEISSUES/REVISIONSSTAMPSHEET NUMBERZ:\Clients\Black and Olive\Autocad\01_Sheets
BLACK & OLIVE, LLC
BLACK OLIVE
202 SOUTH BLACK AVENUE,
BOZEMAN, MONTANA 59715NOT FORCONSTRUCTION#DateDescription10/04/2016SITE PLAN#DateDescriptionL03.01LANDSCAPEAND IRRIGATIONDETAILS
NEW 24"X36" CURB INLET
TBC 4819.20
12" INV OUT 4815.12
SUMP 4814.37
NEW 24"X36" CURB INLETTBC 4819.1912" INV OUT 4815.4110" INV IN 4815.61SUMP 4814.66
NEW 48" DIA SDMH
RIM 4818.51
(2) 12" INV IN 4814.96
12" INV OUT 4814.86
SUMP 4814.11
DETENTION TANKRIM 4919.5010" INV OUT 4816.3910" INV IN 4816.64
12" PVC STORM DRAINLENGTH 45'SLOPE 1.0%12" PVC STORM DRAINLENGTH 16'SLOPE 1.0%
10" PVC STORM DRAINLENGTH 18'SLOPE 1.0%
INVERT AT BUILDING 4815.79
10" PVC STORM DRAIN
LENGTH 60'
SLOPE 1.0%
5'7.4'5'15'6'5'5.5'17.5'0.3'3'10'5'
5'
24'27'
NEW UNDERGROUND POWER LINE
IN NEW 5' UTILITY EASEMENT
(BY NORTHWESTERN ENERGY)
INCLUDE 2 COMMUNICA TION DUCTS
NEW UNDERGROUND GA S LINE INNEW 10' UTILITY EASEMENT(BY NORTHWESTERN ENERGY)
NEW TRA NSFORMERS
(BY NORTHWESTERN
ENERGY )
NEW UNDERGROUND
SERVICES TO
EXISTING HOUSES
(BY NORTHWESTERN
ENERGY )
(BY NORTHWESTERN ENERGY )
VISION TRIANGLE
10"12"
12"12"10"4"6"10"
DRAIN AND INLETS
NEW 10" BUILDING
ROOF DRAIN STORM
SEWER SERVICE
BUILDING ROOF DRAINDETENTION/IRRIGA TIONSTORAGE CHAMBER(6300 GALLONS ACTIVESTORAGE)
NEW BUILDINGDOMESTIC AND FIRESERVICE LINES
SWK 4820.55
SWK 4819.36
SWK 4819.88
SWK 4820.37
TBC 4820.43BEFORELAYDOWN
TBC 4819.20
TBC 4819.15 TBC 4819.38
SWK 4819.61
TBC 4819.60HIGH POINT
20.27
819.13
19.68 TBC 4819.78BEFORELAYDOWN
FF 4819.50
SWK 4819.83SWK 4819.45
TOC 4819.50
EXG 4821.85
EXG 4821.35
EXG 4821.00
EXG 4820.62
EXG 4821.76
EXG 4820.90 EXG 4821.15
EXG 4822.06
EXG 4821.50
EXG 4821.60
GRD 4821.00 GRD 4822.15
SWK 4819.72
TOC 4819.83 TOC 4819.832.0%2.0%0.4%0.4%
SWK 4819.40 0.4%1.0%1.1%1.5%TBC 4819.68
1.6%
20.50 TBC 4820.20
BEFORE
LAYDOWN
TOC 4820.00
1.6%
TOC 4820.06
TOC 4819.50
TOC 4819.50
TOC 4819.50
R
15'R35'R35'1.6%
1.6%
SWK 4819.38
3.0%2.0%31TBC 4819.30
TBC 4819.12
PROPERTY LINE
PROPERTY LINEPROPERTY LINEPROPERTY LINEREPLACE EXISTING
SIDEWALK
NEW CURB
AND GUTTER
PARALLEL PARKING (5 SPA CES)
RELOCA TE NOPARKING HERE TOCORNER SIGN
NEW 38' DRIVEWAY FOR
BUILDING AND TRASH
NEW
RETAINING
WALL
NEW CURB BULB
RETAIL PLAZA BIKE RACK
ATE NO
NYTIME
SIGN
NEW 28' DRIVEWAY FORCAR-SHARE GARAGESREPLACE EXISTINGSIDEWALKW CURBGUTTER
REPLACE NORTHERN
PORTION OF EXISTING
DRIVEWAY AND APPROACH
DO NOT DISTURB A DJACENTPROPERTY WITHOUTPERMISSION
DO NOT
DISTURB
EXISTING
FENCE
DO NOTDISTURBEXISTINGFENCE
TRASH
NEW BUILDINGFOUNDATION WALL
DO NOTDISTURBEXISTINGSHED
D 770T770T770T16250ADJUSTABLEBENCHUTILITY BENCH16250ADJUSTABLEBENCH
UTILI TY BENCH 625AT770TGENERAL 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 THECENTERLINE 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 GARAGEACCESS TO RETAIL
ACCESSIBLE
MAIL ROOM
ACCESSIBLE
ELEVATOR
CODEA UNIT CODEA UNIT
ACCESSIBLETRASH ROOM
ACCESSIBLEELEVATOR
ACCESSIBLETRASH ROOM
ACCESSIBLEELEVATOR
PROJECT
COPYRIGHT BY JOHNSONNATHAN STROHE (JNS). ALL
DRAWN AND WRITTEN
INFORMATION APPEARING
HEREIN SHALL NOT BE
MODIFIED, DUPLICATED,
DISCLOSED, USED FOR
ANOTHER PROJECT, OR
OTHERWISE USED WITHOUTTHE 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.DESIGN9/29/2016 4:02:26 PMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA00.40BLACK & OLIVE, LLCBLACK OLIVE #1611
ACCESSIBILITY CODE
REQUIREMENTS &
PLANS 202 SOUTH BLACK AVENUE, 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% SCHEMATICDESIGN (ARCH
UPDATE)
10/04/2016 SITE PLAN
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 A
If 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 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.
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 SIDECONFIGURATION, 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 REQUIREMENTSNOTE: 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 SHALLBE 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 SHALLHAVE CONTROLS FOR LIGHT
AND EXHAUST FAN WITHIN
ACCESSIBLE REACH RANGE
NOTE: DESIGN BASED ON 2009 ANSI A117.1 REQUIREMENTSNOTE: 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 THEAPPLIANCE 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 55 units, 16 are studio units, 24 are one bedroom units and 15are two bedroom units. Level 1 of the buildng contains accessible parking, the leasing office, the mailroom, and 1,015 SF of
Retail space. The second floor contains the amenity space and 13 residential units. Floors three, four and five each contain 14
residential units each. Roof level has a deck that is less than 750sqft. All required parking will be contained on site in the parking
garage and on street parking.
Applicable Codes
2012 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 55 units = 1.1 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 53 Type B units =212 pts
Total points provided 224 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 have1104.4 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 quantity
and 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 accordance1108.3 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 wheelchairCompartmentaccessible 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 Section1109.15 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 REFLECTINGSURFACE
PROJECT
COPYRIGHT BY JOHNSON
NATHAN STROHE (JNS). ALL
DRAWN AND WRITTEN
INFORMATION APPEARING
HEREIN SHALL NOT BE
MODIFIED, DUPLICATED,
DISCLOSED, USED FORANOTHER 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.DESIGN9/29/2016 1:49:28 PMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA00.41BLACK & OLIVE, LLCBLACK OLIVE #1611
ACCESSIBILITY
ANALYSIS AND
DETAILS 202 SOUTH BLACK AVENUE, 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
GRAB BAR NOT REQUIREDWHEN 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 FINISH
NOTE: 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 OBJECTS
PROTRUSION 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
ROOMNAME
. .. ...
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 REQUIREMENTSAND 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 REQUIREDWHEN REINFORCEMENT
IS INSTALLED
LAVATORY ARE PERMITTEDTO 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 FORANOTHER 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.DESIGN9/29/2016 1:49:37 PMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA00.42BLACK & OLIVE, LLCBLACK OLIVE #1611
ACCESSIBILITY
DETAILS 202 SOUTH BLACK AVENUE, 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
NOTE: DESIGN BASED UPON 2003 117.1 ANSI REQUIREMENTS
AND 2010 ADA STANDARDS FOR ACCESSIBILITY
NOTE: DESIGN BASED UPON 2003 117.1 ANSI REQUIREMENTSAND 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
OUTLETABOVE
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 REQUIREMENTSAND 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.
CLEAR
OPENING
CORRIDORSIDE
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 FORANOTHER 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.DESIGN9/29/2016 1:49:43 PMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA00.43BLACK & OLIVE, LLCBLACK OLIVE #1611
ACCESSIBILITY
DETAILS 202 SOUTH BLACK AVENUE, 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
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)
PROJECT
COPYRIGHT BY JOHNSON
NATHAN STROHE (JNS). ALL
DRAWN AND WRITTEN
INFORMATION APPEARING
HEREIN SHALL NOT BE
MODIFIED, DUPLICATED,
DISCLOSED, USED FORANOTHER 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.DESIGN9/29/2016 1:49:49 PMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA00.44BLACK & OLIVE, LLCBLACK OLIVE #1611
ACCESSIBILITY
DETAILS 202 SOUTH BLACK AVENUE, 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
1/2 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.DESIGN10/4/2016 3:11:26 PMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA00.90BLACK & OLIVE, LLCBLACK OLIVE #1611
VICINITY MAP 202 SOUTH BLACK AVENUE, 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
RETAIL
101
LEASING
102
PARKING
GARAGE
106
STAIR 01
001-01
STAIR 02
001-02
TRASH
108
STORAGE
112
ELEV LOBBY
111
CAR SHARE
110 RET. ELEC.109WATER
ENTRY
104
ELECTRICAL
ROOM
107TELECOMM103RESTROOM
105 INOUTPROJET MATRIX
PROJECT
COPYRIGHT BY JOHNSONNATHAN STROHE (JNS). ALL
DRAWN AND WRITTEN
INFORMATION APPEARING
HEREIN SHALL NOT BE
MODIFIED, DUPLICATED,
DISCLOSED, USED FOR
ANOTHER PROJECT, OR
OTHERWISE USED WITHOUTTHE 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.DESIGN9/29/2016 4:01:37 PMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA01.00BLACK & OLIVE, LLCBLACK OLIVE #1611
ARCHITECTURAL SITE
PLAN 202 SOUTH BLACK AVENUE, BOZEMAN, MONTANA 59715 1" = 10'-0"1 ARCHITECTURAL SITE PLAN NORTH
KEYNOTES
# Date Description
09/12/2016 100% SCHEMATIC
DESIGN
09/22/2016 100% SCHEMATICDESIGN (ARCH
UPDATE)
10/04/2016 SITE PLAN
A03.021
A03.02
A03.01
A03.01
1
2
2
B
C
D
A
1 2 5 7
E
98643
1011 SF
RETAIL
101
692 SF
LEASING
102
10734 SF
PARKING
GARAGE
106
STAIR 01
001-01
3' - 7 3/8"
1' - 2 1/2"
14' - 11 1/4"11' - 9"7"17' - 8"6' - 3"11"24' - 1"9' - 0"19' - 0"14' - 1"9' - 6"4' - 5"19' - 8"8' - 4"28' - 2"
TRASH
108
1' - 7 1/4"
28' - 3 3/4"20' - 1"27' - 0"28' - 0"28' - 0"17' - 0"26' - 0"15' - 6"1' - 8"
ELEV
01
PROPERTY LINE
193' - 2"
340 SF
STORAGE
112
STAIR 02
001-02
ELEV LOBBY
111
20232726
29
22
18
17
16
15
14
32 25 19
4 5 6 10987 INOUT11
12
ADA ADA
321
21
723 SF
CAR SHARE
110 RET. ELEC.109E. OLIVE ST.S. BLACK AVE66 SF
WATER
ENTRY
104
145 SF
ELECTRICAL
ROOM
107
13
8.3211.26
10.22
14.6
TYP.3.3
ST
2430313334
28 TELECOMM1031.4
35
36
37
38
32' - 1"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6"
RESTROOM
105
TYP.4.8
TYP.4.12
TYP.8.6
TYP.7.17
TYP.6.19
TYP.8.6 TYP.32.5
TYP.5.7
TYP.5.7
TYP.3.3
TYP.26.1
TYP.8.7
TYP.22.4
TYP.22.4 PROPERTY LINETRASHPAD
TYP.21.4
TYP.22.4
TYP.8.7
TYP.13.7
TYP.13.7
1/2" / 12"
TYP.22.4
32' - 1"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6"
6.19
TYP.5.22
6.346.34
4.8
3.28
A01.01
2
22' - 0"2' - 1"4' - 7 1/2"9' - 0"9' - 0"9' - 0"1' - 0"1" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"3
A03.02
__________________________________________________________________________________________________________________________________________________________________________________________________
24' - 0"24' - 0"10' - 0 1/2"21' - 6"6 1/2"17' - 8"7' - 2"6"32' - 7"21' - 8"11' - 5"1"9' - 4"1"24' - 1"36' - 6"
10' - 0 1/2"5' - 5"16' - 1"6 1/2"17' - 8"7' - 2"6"32' - 7"21' - 8"9' - 4"2' - 1"
1"
6' - 6"2' - 10"
1"
17' - 5"6' - 8"18' - 4"18' - 2"5' - 10"34' - 0"6' - 0"34' - 0"2' - 3"3' - 7"30' - 0 1/2"3' - 11 1/2"2' - 10"3' - 2"28' - 7"5' - 5"2' - 3"3' - 7"6' - 0 1/2"9' - 0"9' - 0"6' - 0"3' - 11 1/2"8"2' - 2"3' - 2"22' - 8"5' - 11"5' - 5"34' - 0"6' - 0"34' - 0"5' - 10"34' - 0"6' - 0"23' - 8"10' - 4"5' - 10"79' - 10"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).
TYP.6.34
TYP.4.8
TYP.5.22
TYP.6.19
TYP.6.34
TYP.6.19
1' - 4"8' - 0"1' - 8"
12' - 9"5' - 2 1/4"TYP.6.19
TYP.3.4
TRASHPAD
TRASHCONTAINER
PROPERT LINE
A01.01
4
A01.01 5
A01.013
PROJET MATRIX
6.19
4.8 3' - 4"2' - 0"5' - 4"6.34
6.19
3.4
6.346.19
3.4
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.DESIGN9/29/2016 1:46:40 PMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA01.01BLACK & OLIVE, LLCBLACK OLIVE #1611
LEVEL 1 PLAN 202 SOUTH BLACK AVENUE, BOZEMAN, MONTANA 59715KEYNOTES
1.4 EXISTING TO REMAIN
3.3 CAST-IN-PLACE CONCRETE COLUMN
3.4 CAST-IN-PLACE CONCRETE SLAB
3.28 CAST-IN-PLACE CONCRETE PAVING, RE: LANDSCAPE
4.8 8" CMU - GROUND FACE ARCHITECTURAL FINISH
4.12 MODULAR BRICK VENEER - BS1
5.7 STEEL BALCONY - GUARDRAIL
5.22 6" CONCRETE FILLED STEEL PIPE BOLLARDS
6.19 VERTICAL WOOD SCREEN
6.34 WOOD SCREEN DOOR
7.17 FIBER CEMENT PANEL
8.6 OVERHEAD GLASS SECTIONAL DOOR
8.7 ALUMINUM FRAMED STOREFRONT SYSTEM GLAZING
8.32 OVERHEAD COILING DOOR
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
21.4 STANDPIPE WITH HOSE CONNECTION
22.4 AREA DRAIN
26.1 TRANSFORMER
32.5 CHAIN LINK FENCING AND GATES
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
1/4" = 1'-0"2 TRASH ENCLOSURE PLAN
1/4" = 1'-0"3 TRASH ENCLOSURE - EAST
1/4" = 1'-0"4 TRASH ENCLOSURE - NORTH
1/4" = 1'-0"5 TRASH ENCLOSURE - WEST
770T770T770T16250ADJUSTABLEBENCHUTILITY BENCH16250ADJUSTABLEBENCH
UTILITY BENCH 625AT770TA03.021
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"22' - 8 3/8"11' - 3 5/8"2' - 0"32' - 1"17' - 8"7' - 2"11' - 7"12' - 5"9' - 1"2' - 6"12' - 5"9"16' - 8"9"9' - 6"24' - 0"1"11' - 6"25' - 0"
E
9864
6' - 0"14' - 0"12' - 1"12' - 5"11' - 7"10"11' - 7"11' - 7"17' - 3"1' - 0"16' - 8"8"7' - 5"9' - 6"11' - 7"12' - 5"1"11' - 6"25' - 0"
3
UNIT A-1a
204
UNIT A-1a
206
UNIT S-1a
208
UNIT S-1c
210
UNIT S-1c
212
UNIT A-1a
213
UNIT S-1a
207
UNIT A-1a
203
1063 SF
FITNESS
201
32' - 1"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6"
UNIT B-1a
20274' - 0"UNIT B-2a
214
STAIR 2
002-02
STAIR 1
002-01
TRASH
216
ELEV
CONTROL
215
5' - 10"34' - 0"6' - 0"34' - 0"5' - 10"5' - 0"7' - 6 1/4"6' - 4"7' - 6 3/4"7' - 7"9"2' - 3"3' - 0"8' - 6 7/8"14' - 7"5' - 10 1/8"5' - 0"1' - 0"5' - 10"74' - 0"32' - 1"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6"
ELEV
02
CORRIDOR
200
STORAGE
218ELEC217
279 SF
BALCONY
202a
138 SF
BALCONY
208a
178 SF
BALCONY
204a
178 SF
BALCONY
206a
134 SF
BALCONY
210a
135 SF
BALCONY
212a
178 SF
BALCONY
213a
300 SF
BALCONY
214a
UNIT A-1a
205
UNIT A-2
TYPE A
209
UNIT B-3
TYPE A
211
TYP.8.6
8.6
TYP.8.7
TYP.8.7
TYP.5.7
TYP.5.7
PROPERTY LINEPROPERTY LINETYP.14.11
TYP.5.26
TYP.23.12
TYP.5.7
100 SF
BALCONY
203a
100 SF
BALCONY
205a
100 SF
BALCONY
207a
100 SF
BALCONY
209a
150 SF
BALCONY
211a
4' - 3"1' - 9"4' - 1 1/2"7' - 0 1/2"2' - 10"6' - 0 3/8"6' - 0 5/8"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"5' - 11"1' - 0"3' - 3"7' - 2"6' - 3"8"3' - 3"4' - 2"3' - 0"6' - 6"5' - 6 1/2"6' - 0 1/2"7' - 7"4' - 10"
1"
5' - 8"5' - 10"4' - 8 1/4"7' - 6 1/8"9' - 11"2' - 10 5/8"
15' - 4 1/2"16' - 8 1/2"17' - 8"7' - 2"6' - 0"5' - 7"7' - 7"4' - 10"5' - 7"3' - 6"2' - 6"7' - 7"4' - 10"9"3' - 7 3/4"7' - 8"5' - 4 1/4"9"9' - 6"5' - 11 1/4"13' - 2 3/4"4' - 10"1"4' - 8"6' - 10"4' - 7"5' - 8"6' - 2"5' - 5"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).
PROJET MATRIX
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.DESIGN9/29/2016 1:46:51 PMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA01.02BLACK & OLIVE, LLCBLACK OLIVE #1611
LEVEL 2 PLAN 202 SOUTH BLACK AVENUE, BOZEMAN, MONTANA 59715 1/8" = 1'-0"1 LEVEL 2 PLAN
KEYNOTES
5.7 STEEL BALCONY - GUARDRAIL
5.26 DECORATIVE METAL BRACING
8.6 OVERHEAD GLASS SECTIONAL DOOR
8.7 ALUMINUM FRAMED STOREFRONT SYSTEM GLAZING
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
A03.021
A03.02
A03.01
A03.01
1
2
2
B
C
D
A
1 2 5 7
E
98643
UNIT B-1b
301
UNIT B-1b
302
UNIT A-1b
304
UNIT A-1b
306 UNIT S-1b
308
UNIT S-1d
310
UNIT S-1d
312
UNIT A-1b
313
UNIT B-2b
314
UNIT A-1b
309
UNIT S-1b
307
UNIT A-1b
305
UNIT A-1b
303
TRASH
316
TELECOMM
315
TELECOMM317STAIR 2
003-02
STORAGE
318
ELEV
03
CORRIDOR
300
STAIR 1
003-01
UNIT B-2b
311
PROPERTY LINEPROPERTY LINETYP.14.11
6' - 0"14' - 0"12' - 1"17' - 8"7' - 2"11' - 7"12' - 6"9' - 0"15' - 0"18' - 1"9' - 6"11' - 7"12' - 6"11' - 6"25' - 0"
32' - 1"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6"5' - 10"34' - 0"6' - 0"34' - 0"4' - 10"1' - 0"5' - 0"29' - 0"6' - 0"29' - 0"5' - 0"1' - 0"32' - 1"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6"
6' - 0"14' - 0"12' - 1"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"4' - 10"1' - 0"5' - 0"5' - 0"24' - 0"6' - 0"24' - 0"5' - 0"5' - 0"1' - 0"1' - 0"5' - 10"34' - 0"6' - 0"34' - 0"TYP.14.6
TYP.23.12
150 SF
BALCONY
314a
100 SF
BALCONY
313a
100 SF
BALCONY
312a
150 SF
BALCONY
312b
100 SF
BALCONY
308a
100 SF
Room
310a
100 SF
BALCONY
306a
100 SF
BALCONY
304a
150 SF
BALCONY
301a
150 SF
BALCONY
311a100 SF
BALCONY
309a100 SF
BALCONY
307a
100 SF
BALCONY
305a
100 SF
BALCONY
303a
4' - 3"
1' - 9"
4' - 1 1/2"7' - 0 1/2"2' - 10"5' - 9"5' - 9 1/2"
6 1/2"
17' - 8"7' - 2"
5 1/2"
5' - 6 1/2"5' - 7"7' - 7"4' - 11"5' - 6"3' - 6"10' - 1"4' - 11"4' - 3"7' - 8"6' - 2"9' - 6"5' - 11"5' - 8"7' - 7"4' - 11"4' - 8"6' - 10"4' - 0"3' - 10"5' - 7"6' - 11"4' - 8"
4' - 3"1' - 9"6' - 3"6' - 0 5/8"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"4' - 1 1/2"6' - 10 1/2"3' - 0"4' - 6"8' - 9"7' - 3"4' - 6"4' - 10"1' - 0"5' - 0"5' - 0"2' - 8"5' - 0"12' - 6"3' - 10"5' - 8"4"4' - 3"15' - 5"4' - 4"2' - 8"2' - 4"5' - 0"1' - 0"1' - 0"4' - 10"1' - 0"5' - 0"29' - 0"6' - 0"29' - 0"5' - 0"1' - 0"4' - 10"1' - 0"5' - 0"11' - 1"12' - 6 1/2"5' - 4 1/2"2' - 6"3' - 6"3' - 6"15' - 2 1/2"7' - 0"3' - 3 1/2"5' - 0"1' - 0"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).
PROJET MATRIX
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.DESIGN9/29/2016 1:47:05 PMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA01.03BLACK & OLIVE, LLCBLACK OLIVE #1611
LEVEL 3 PLAN 202 SOUTH BLACK AVENUE, 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
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-1b
408
UNIT B-1b
401
UNIT B-1b
402
UNIT S-1d
410
UNIT S-1d
412
UNIT A-1b
413
UNIT B-2b
414
UNIT B-2b
411
UNIT A-1b
409UNIT S-1b
407
UNIT A-1b
405
UNIT A-1b
403
6' - 0"14' - 0"12' - 1"17' - 8"7' - 2"11' - 7"12' - 6"9' - 0"15' - 0"18' - 1"9' - 6"11' - 8"12' - 5"11' - 6"25' - 0"
32' - 1"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' - 0"29' - 0"6' - 0"29' - 0"5' - 0"32' - 1"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6"
6' - 0"14' - 0"12' - 1"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"
STORAGE
418
ELEV
04
4' - 10"1' - 0"5' - 0"10' - 5"11' - 0"7' - 7"9"2' - 3"3' - 0"2' - 0"9' - 2 1/2"13' - 8"4' - 1 1/2"5' - 0"1' - 0"1' - 0"CORRIDOR
400
TRASH
416
PROPERTY LINEPROPERTY LINETYP.23.12
TYP.14.11
4' - 10"1' - 0"5' - 0"5' - 0"2' - 10 1/2"5' - 6"8' - 4 1/2"5' - 2"2' - 1"3' - 0"2' - 8 1/2"3 1/2"7' - 9 1/4"10' - 1 1/4"6' - 1 1/2"5' - 0"5' - 0"1' - 0"1' - 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
150 SF
BALCONY
401a
4' - 3"1' - 9"6' - 0"6' - 1"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' - 2"4' - 1 1/2"7' - 0 1/2"2' - 10"6' - 0"7' - 9"4' - 1"
4' - 3"
1' - 9"
4' - 1 1/2"7' - 0 1/2"2' - 10"
6 1/2"
17' - 8"7' - 2"
5 1/2"
5' - 6 1/2"5' - 7"7' - 7"4' - 11"5' - 6"3' - 6"10' - 1"4' - 11"9' - 6"7' - 7"4' - 11"4' - 8"6' - 10"5' - 9"5' - 9 1/2"4' - 3"7' - 8"6' - 2"5' - 11"5' - 8"4' - 10"5' - 9"5' - 8"5' - 5"3' - 4"
100 SF
BALCONY
403a
100 SF
BALCONY
405a 100 SF
BALCONY
407a
100 SF
BALCONY
409a
150 SF
BALCONY
411a
150 SF
BALCONY
414a
100 SF
BALCONY
413a
100 SF
BALCONY
412a
100 SF
BALCONY
410a
100 SF
BALCONY
408a
100 SF
BALCONY
406a
100 SF
BALCONY
404a
150 SF
BALCONY
402a
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).
PROJET MATRIX
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.DESIGN9/29/2016 1:47:18 PMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA01.04BLACK & OLIVE, LLCBLACK OLIVE #1611
LEVEL 4 PLAN 202 SOUTH BLACK AVENUE, 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
A03.021
A03.02
A03.01
A03.01
1
2
2
B
C
D
A
1 2 5 7
E
98643
UNIT B-1b
502
UNIT A-1b
504
UNIT A-1b
506 UNIT S-1d
512
UNIT A-1b
513
UNIT B-2b
514
UNIT B-2b
511
UNIT A-1b
509
UNIT S-1b
507
UNIT A-1b
505
UNIT A-1b
503
UNIT B-1b
501
STAIR 1
005-01
STAIR 2
005-02
TELECOM
515
TRASH
516 TELECOM517STORAGE
518
ELEV
05
CORRIDOR
500
UNIT S-1b
508
UNIT S-1d
510
PROPERTY LINEPROPERTY LINETYP.23.12
TYP.14.11
6' - 0"14' - 0"12' - 1"17' - 8"7' - 2"11' - 7"12' - 6"9' - 0"15' - 0"18' - 1"9' - 6"11' - 7"12' - 6"11' - 6"25' - 0"
32' - 1"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' - 0"29' - 0"6' - 0"29' - 0"5' - 0"32' - 1"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6"
6' - 0"13' - 9 3/8"12' - 3 5/8"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 3/8"24' - 11 5/8"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' - 0"5' - 0"9' - 3"10' - 10"3' - 11"3' - 0"2' - 8"4"8' - 1"11' - 6"4' - 5"5' - 0"5' - 0"1' - 0"4' - 3"1' - 9"4' - 1 1/2"7' - 0 1/2"2' - 7 3/8"6' - 3"6' - 0 5/8"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 3/8"4' - 6"7' - 8"9' - 11"2' - 10 5/8"
4' - 3"
1' - 9"
4' - 1 1/2"7' - 0 1/2"2' - 10"5' - 9"6' - 4"17' - 8"7' - 2"6' - 0"5' - 7"7' - 7"4' - 11"5' - 6"3' - 6"10' - 1"4' - 11"4' - 3"7' - 8"6' - 2"9' - 6"5' - 11"5' - 8"7' - 7"4' - 11"4' - 8"6' - 10"4' - 10"5' - 9"4' - 5"5' - 4"4' - 8"4' - 10"1' - 0"5' - 0"8' - 5 1/2"11' - 2"9' - 4 1/2"2' - 4 1/2"7 1/2"3' - 0"1' - 7 1/2"5' - 5 3/8"10' - 1 5/8"8' - 10"2' - 11 1/2"5' - 0"1' - 0"TYP.21.4
TYP.14.6
TYP.8.26
150 SF
BALCONY
501a
100 SF
BALCONY
503a
100 SF
BALCONY
505a 100 SF
BALCONY
507a 100 SF
BALCONY
509a
150 SF
BALCONY
511a
150 SF
BALCONY
514a
100 SF
BALCONY
513a
100 SF
BALCONY
512a
100 SF
BALCONY
510a
100 SF
BALCONY
508a
100 SF
BALCONY
506a100 SF
BALCONY
504a150 SF
BALCONY
502a
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).
PROJET MATRIX
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.DESIGN9/29/2016 1:47:32 PMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA01.05BLACK & OLIVE, LLCBLACK OLIVE #1611
LEVEL 5 PLAN 202 SOUTH BLACK AVENUE, 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"
21.4 STANDPIPE WITH HOSE CONNECTION
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
A03.021
A03.02
A03.01
A03.01
1
2
2
B
C
D
A
1 2 5 7
E
98643
32' - 1"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6"
193' - 2"5' - 10"34' - 0"6' - 0"34' - 0"5' - 10"4' - 11 1/2"29' - 0 1/2"6' - 0"29' - 0"5' - 0"80' - 10"5' - 10"34' - 0"6' - 0"34' - 0"193' - 2"
32' - 1"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6"
TYP.22.10
TYP.22.9
2GA
TYP.7.18
TYP.7.22
2GA
2HA
2GA
PROPERTY LINEPROPERTY LINE1NB
NI 1LB
1NB
1JB
2GA2GA
1JB 1JB
1NB
1NB1NB
1JB
1NB
1NB
2QA
TYP.7.24
1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"TYP.8.23
TYP.6.34
A02.01 3 A02.014
6.19
6.19TYP.23.12
A02.01
__________________________________________________________________________________________________________________________________________________________________________________________________
6.34 6.34
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
PROJET MATRIX
6.19
6.34
6.19
6.34 ROOFTOP CONDENSER UNIT
PONY WALL
SECTION
SLOPE 1/4"/FT. RE: ROOF PLAN
8" MIN.3' - 6"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.DESIGN9/29/2016 1:38:49 PMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA02.01BLACK & OLIVE, LLCBLACK OLIVE #1611
ROOF LEVEL PLAN202 SOUTH BLACK AVENUE, BOZEMAN, MONTANA 59715 1/8" = 1'-0"1 ROOF PLAN NORTH
KEYNOTES
6.19 VERTICAL WOOD SCREEN
6.34 WOOD SCREEN DOOR
7.18 BLACK EPDM, SLOPE 1/4" / 12", TO DRAIN
7.22 METAL OVERFLOW SCUPPER
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
09/12/2016 100% SCHEMATIC
DESIGN
09/22/2016 100% SCHEMATIC
DESIGN (ARCH
UPDATE)
10/04/2016 SITE PLAN
1/2" = 1'-0"3 ELEVATION MECH SCREEN - WEST
1/2" = 1'-0"4 ELEVATION MECH SCREEN - EAST
1/2" = 1'-0"2 ROOF CONDENSOR PAD SECTION
LEVEL 1
100' - 0"
LEVEL 2
112' - 0"
LEVEL 3
122' - 8"
ROOF LEVEL
153' - 2"
B C DA
T.O. PARAPET
159' - 2"2' - 6"3' - 6"9' - 2"10' - 8"10' - 8"10' - 8"12' - 0"LEVEL 4
133' - 4"
LEVEL 5
144' - 0"
E
34' - 0"6' - 0"34' - 0"5' - 10"
79' - 10"59' - 2"TYP.8.16
6.19
7.41
8.6
4.128.6
4.12
8.6 7.17
7.17
TYP.8.7TYP.5.14
TYP.5.26
TYP.9.25
70'-0" MAX. BUILDING HEIGHT
per 38.10.060A.4.b
TYP.10.1
8.7
3' - 6"2' - 6"6' - 0"3' - 6"FUTURE POTENTIAL
RETAIL SIGNAGE
LOCATION PER SIGNAGE
CALUCLATIONS, A03.01
LEVEL 1
100' - 0"
LEVEL 2
112' - 0"
LEVEL 3
122' - 8"
ROOF LEVEL
153' - 2"
1257
T.O. PARAPET
159' - 2"12' - 0"10' - 8"10' - 8"10' - 8"9' - 2"6' - 0"LEVEL 4
133' - 4"
LEVEL 5
144' - 0"
9
2
A04.01
__________________________________________________________________________________________________________________________________________________________________________________________________
8 6 4 3
32' - 1"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6"
193' - 2"59' - 2"7.17
6.19 8.32 8.7 6.18 4.12 8.7TYP.11.26 TYP.5.12 TYP.5.26 TYP.5.14 TYP.8.6
TYP.8.7
TYP.7.15
TYP.10.1
TYP.13.7
70'-0" MAX. BUILDING HEIGHT
per 38.10.060A.4.b
TYP.4.12TYP.3.4
5.7
TYP.8.29
TYP.1.4
TYP.7.20
TYP.6.19
TYP.5.7
TYP.6.34
9.25
A03.01
4
FUTURE POTENTIAL RETAIL
SIGNAGE LOCATION PER
SIGNAGE CALUCLATIONS, A03.01
3 1 /4 " / 1 2 "3' - 6"1' - 10"1' - 10"6' - 7 5/8"
9' - 4"9' - 4"AREA CALULATION:
68.5 sqft
RE: SIGNAGE CALCULATION, A03.01
10.110.1
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
5.7 STEEL BALCONY - GUARDRAIL
5.12 DECORATIVE METAL SUNSHADE
5.14 DECORATIVE METAL TRELLIS
5.26 DECORATIVE METAL BRACING
6.18 VERTICAL WOOD SIDING
6.19 VERTICAL WOOD SCREEN
6.34 WOOD SCREEN DOOR
7.15 METAL WALL PANELS
7.17 FIBER CEMENT PANEL
7.20 PREFINISHED METAL CAP FLASHING, PAINT TO MATCH.
7.41 VERTICAL CORRUGATED METAL M-PANEL
8.6 OVERHEAD GLASS SECTIONAL DOOR
8.7 ALUMINUM FRAMED STOREFRONT SYSTEM GLAZING
8.16 FIBERGLASS WINDOW
8.29 VINYL SLIDING PATIO DOOR
8.32 OVERHEAD COILING DOOR
9.25 ALUMINUM REVEAL
10.1 EXTERIOR SIGNAGE, MOUNTED WITH CONCEALED
FASTENERS. REVERSE PAN CHANNEL 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 FORANOTHER 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.DESIGN9/29/2016 1:55:10 PMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA03.01BLACK & OLIVE, LLCBLACK OLIVE #1611
NORTH & WEST
ELEVATION 202 SOUTH BLACK AVENUE, BOZEMAN, MONTANA 597153 NORTH WEST PERSPECTIVE
# Date Description
09/12/2016 100% SCHEMATIC
DESIGN
09/22/2016 100% SCHEMATIC
DESIGN (ARCH
UPDATE)
10/04/2016 SITE PLAN
1/4" = 1'-0"4 BUILDING ADDRESS
LEVEL 1
100' - 0"
LEVEL 2
112' - 0"
LEVEL 3
122' - 8"
ROOF LEVEL
153' - 2"
1 2 5 7
T.O. PARAPET
159' - 2"2' - 6"3' - 6"9' - 2"10' - 8"10' - 8"10' - 8"12' - 0"LEVEL 4
133' - 4"
LEVEL 5
144' - 0"
98643
32' - 1"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6"
193' - 2"59' - 2"7.17
7.17
TYP.6.19
70'-0" MAX. BUILDING HEIGHT
per 38.10.060A.4.b
TYP.7.17
TYP.5.7
TYP.8.16
TYP.9.25
TYP.4.12
TYP.5.14
TYP.7.41
TYP.7.20
TYP.8.29
TYP.6.19 TYP.6.34
3 1/4" / 12"
6.18
3
A03.02
__________________________________________________________________________________________________________________________________________________________________________________________________3' - 6"2' - 6"6' - 0"3' - 6"LEVEL 1
100' - 0"
LEVEL 2
112' - 0"
LEVEL 3
122' - 8"
ROOF LEVEL
153' - 2"
BCD A
T.O. PARAPET
159' - 2"6' - 0"9' - 2"10' - 8"10' - 8"10' - 8"12' - 0"LEVEL 4
133' - 4"
LEVEL 5
144' - 0"
E
5' - 10"34' - 0"6' - 0"34' - 0"59' - 2"79' - 10"
7.41
7.17
6.18
7.17
6.18
7.41
7.17
TYP.9.25
70'-0" MAX. BUILDING HEIGHT
per 38.10.060A.4.b
TYP.6.19
TYP.8.16
TYP.6.19
TYP.5.12
TYP.4.8
TYP.5.7
TYP.7.20
2' - 6"7' - 6"2' - 0"3' - 6"12' - 0"3' - 6"LEVEL 1
100' - 0"
6.19
4.8
7.17
3.41' - 6"6' - 0"3' - 6"A03.02
4
A03.02
5
PARKING
GARAGE
106
GALV. STEEL TUBE POST,
RE: STRUCT. WELDED TO
BASE PLATE, TYP.
2"X 2 FIRE-RETARDANT
TREATED CEDAR
VERTICALS, TYP.
FLASH EPDM OVER
EMBED PLATE & UP POST
BOLT FIRE-RETARDANT TREATED
CEDAR NAILER TO GALV. STEEL
POST. DOUBLE HOT DIPPED
GALVANIZED BOLTS IN POLYMER
SLEEVE GASKETS W. PLASTIC
WASHERS @2' O.C., TYP.
2" X 4" FIRE-RETARDANT
TREATED CEDAR NAILERS
CMU
2" X 4" FIRE-RETARDANT
TREATED CEDAR NAILERS
TOP PLATE WELDED TO
POST, BEYOND, TYP.
4"
2" X 8" FIRE-RETARDANT
TREATED CEDAR
PROJECT
COPYRIGHT BY JOHNSON
NATHAN STROHE (JNS). ALL
DRAWN AND WRITTEN
INFORMATION APPEARING
HEREIN SHALL NOT BE
MODIFIED, DUPLICATED,
DISCLOSED, USED FORANOTHER 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.DESIGN9/29/2016 1:55:50 PMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA03.02BLACK & OLIVE, LLCBLACK OLIVE #1611
SOUTH & EAST
ELEVATION 202 SOUTH BLACK AVENUE, BOZEMAN, MONTANA 59715 1/8" = 1'-0"2 SOUTH ELEVATION
KEYNOTES
3.4 CAST-IN-PLACE CONCRETE SLAB
4.8 8" CMU - GROUND FACE ARCHITECTURAL FINISH
4.12 MODULAR BRICK VENEER - BS1
5.7 STEEL BALCONY - GUARDRAIL
5.12 DECORATIVE METAL SUNSHADE
5.14 DECORATIVE METAL TRELLIS
6.18 VERTICAL WOOD SIDING
6.19 VERTICAL WOOD SCREEN
6.34 WOOD SCREEN DOOR
7.17 FIBER CEMENT PANEL
7.20 PREFINISHED METAL CAP FLASHING, PAINT TO MATCH.
7.41 VERTICAL CORRUGATED METAL M-PANEL
8.16 FIBERGLASS WINDOW
8.29 VINYL SLIDING PATIO DOOR
9.25 ALUMINUM REVEAL
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
1/4" = 1'-0"3 WOOD SCREEN SECTION
1" = 1'-0"4 WOOD SCREEN SECTION - Callout 1
1" = 1'-0"5 WOOD SCREEN SECTION - Callout 2
EAST OLIVE STREETSOUTH BLACK AVE
VACATED ALLEY SUBJECT PROPERTY0.4407 ac (19,199 sf)SCALE: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.WSWSWSWSWSWSWSWSWSWSWSWSWSWSPROJECTCOPYRIGHT 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
#1611202 SOUTH BLACK AVENUE,
BOZEMAN, MONTANA 59715#DateDescription09/12/2016100% SCHEMATICDESIGN09/22/2016100% SCHEMATICDESIGN (ARCHUPDATE)10/04/2016SITE PLANE01.01LIGHTINGPHOTOMETRIC
LUMINAIRE SCHEDULESymbolLabelLLFWattsCatalog NumberGeneral DescriptionLampMounting/HeightGeneral LocationColorWS1.00WALL SCONCEENTRIESWALKWAYSBLACKLUMIERE EON303-W1-LEDB1-3000-UNV-T5X-DIM10-BK8.33LED10' AFGWSPROJECTCOPYRIGHT 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
#1611202 SOUTH BLACK AVENUE,
BOZEMAN, MONTANA 59715#DateDescription09/12/2016100% SCHEMATICDESIGN09/22/2016100% SCHEMATICDESIGN (ARCHUPDATE)10/04/2016SITE PLANE02.01LIGHTINGDETAILS