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HomeMy WebLinkAboutTrout Meadows Phase 3 - Site Review Architectural Set 03-16-22ARCHITECTHOFFMANN MORGAN & ASSOCIATES123 N. 2nd STREET W. SUITE 1MISSOULA, MT, 59802(406) 728-8847GENERAL NOTES1.DIMENSIONS:A.DIMENSIONS ON DRAWINGS ARE TO FACE OF STUD, CENTER LINE OF COLUMN OR GRID LINE TYPICALLY, UNLESSOTHERWISE NOTED.B.DOORS, CASED OPENINGS & WINDOWS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE ARE TO BE CENTERED BETWEENADJACENT WALLS. DOORS & WINDOWS ADJACENT TO ONE WALL, BUT NOT DIMENSIONED, SHALL BE LOCATED WITHDOOR OPENING OR OUTSIDE OF WINDOW FRAME 4" FROM FACE OF ADJACENT WALL.C.VERIFY ALL DIMENSIONS AND CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO PROCEEDING WITHWORK.2.CODES: ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES, ORDINANCES AND LAWS HAVING JURISDICTION ATTHE PROJECT SITE. IMMEDIATELY NOTIFY THE ARCHITECT OF ANY CONFLICTS.3.DO NOT SCALE DRAWINGS. USE DIMENSIONS SHOWN ON DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY ARCHITECT OFANY DISCREPANCIES FOUND.4.THE DRAWINGS & SPECIFICATIONS: CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL & ELECTRICAL DRAWINGS ANDCOMPLEMENTARY. ANYTHING SHOWN ON ARCHITECTURAL DRAWINGS AND NOT SHOWN ON CIVIL, STRUCTURAL, MECHANICAL &ELECTRICAL OR SHOWN ON CIVIL, STRUCTURAL, MECHANICAL & ELECTRICAL AND NOT ON THE ARCHITECTURAL DRAWINGSSHALL BE INTERPRETED AS BEING ON ALL.5.COORDINATIONA.REVIEW DRAWINGS & COORDINATION REQUIREMENTS BEFORE COMMENCEMENT OF ANY WORK & REPORT ANYDISCREPANCIES DISCOVERED, IN WRITING, TO THE ARCHITECT.B.VERIFY THAT THE UTILITY REQUIREMENTS OF THE VARIOUS CONSTRUCTION TRADES ARE COMPATIBLE WITH THE BUILDINGUTILITIES. COORDINATE WORK OF VARIOUS CONSTRUCTION TRADES HAVING INTERDEPENDENT RESPONSIBILITIES FORINSTALLING, CONNECTING TO & PLACING-IN-SERVICE, SUCH EQUIPMENT AS REQUIRED TO COMPLETE THEIR WORK.C.COORDINATE SPACE REQUIREMENTS & INSTALLATION OF MECHANICAL & ELECTRICAL WORK.D.VERIFY LOCATION AND REQUIRED OPENING SIZES FOR MECHANICAL EQUIPMENT, LOCATION & SIZES OF EQUIPMENT FORPADS & BASES AS WELL AS REQUIREMENT & LOCATION OF POWER, WATER & DRAIN INSTALLATION WITH EQUIPMENTMANUFACTURERS BEFORE PROCEEDING WITH THE WORK.E.COMPLY WITH INSTALLATION REQUIREMENTS OF MANUFACTURERS INSTRUCTIONS AND APPROVED SHOP DRAWINGS.INSULATIONRIGID FOAMINSULATION.CONCRETEPATTERN.ENGINEEREDGRAVEL.NATURAL EARTH.DOOR TAG.WINDOW TAG.ROOM TAG.UNIT NUMBER.REVISION NUMBERREFERENCE.INTERIORELEVATIONREFERENCE.01S1.111011011101101-0111AA3.1DRAWING LEGEND1011234SCALE:DWG TITLE1/4" : 1'-0"1SCALE:DET. TITLE1" : 1'-0"01S1.1GRID REFERENCE.SECTION REFERENCE.DETAIL CALLOUTDRAWING TITLE &SCALEDETAIL TITLE, SCALEAND KEY.ELEVATION DATUMTAG.TOP OF WALL100'-0"PROJECT SUMMARYSUMMARY OF PROJECT.OCCUPANCY GROUP:R-2 - APARTMENTSBUILDING TYPE:5-B, S13R-SPRINKLEDALLOWABLE BUILDING HEIGHT & AREA PER FLOOR (T. 504.3, T. 504.4, T. 506.2):ALLOWEDACHIEVEDHEIGHT:60'-0"(SEE BUILDING SECTIONS)STOREYS:33BUILDING AREA PER FLOOR:7,000sqft17,286sqftOCCUPANT LOAD DESIGN (TABLE 1004.1.2)GROSS FLOOR AREA (per floor):17,286sqftOCCUPANT LOAD FACTOR:1 PER 200sqftTOTAL OCCUPANCY LOAD:86 per floorCIVIL ENGINEERTD&H ENGINEERING234 E. BABCOCK ST, SUITE 3BOZEMAN, MT, 59715(406) 586-0277PROJECT DIRECTORYTROUT MEADOW APARTMENTSPHASE-3CATAMOUNT STBOZEMAN, MONTANALIST OF DRAWINGSCVRCOVERA0.1LOT 6a SITE PLAN (NORTH)A0.2LOT 7a SITE PLAN (NORTH)A1.1FIRST FLOOR PLAN (NORTH)A1.2SECOND FLOOR PLAN (NORTH)A1.3ROOF DRAINING PLAN (NORTH)A2.1BUILDING ELEVATIONS (NORTH)E0.1SITE PHOTOMETRIC (NORTH)GOVERNING CODES2018 INTERNATIONAL BUILDING CODE (IBC)2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)2018 INTERNATIONAL MECHANICAL CODE (IMC)2017 NATIONAL ELECTRICAL CODE (NEC)2018 UNIFORM PLUMBING CODE (UPC)FAIR HOUSING ACT 1968ICC A117.1 - ACCESSIBILITY, 2009 EDITIONSEE CODE SCOOP FOR ADDITIONAL INFORMATIONAFFABOVE FINISHED FLOORALTALTERNATEA.B.ANCHOR BOLTADDTADDITIONALBB BASE BOARDBMBEAMBTWNBETWEENBLKGBLOCKINGBOTBOTTOMBLDGBUILDINGBCBY CONTRACTORBOBY OWNERCABCABINETCLGCEILINGC.H.CEILING HEIGHTCLCENTER LINECLRCLEARC.O.CLEAN OUTCOLCOLUMNCONCCONCRETECMUCONCRETE MASONARY UNITCONSTCONSTRUCTIONCONTRCONTRACTORC.J.CONTROL JOINTCONT.CONTINUOUSDETDETAILDIADIAMETERDIMDIMENSIONDIVDIVISIONDWDISHWASHERDRDOORDBLDOUBLEDNDOWNDSDOWN SPOUTDWGDRAWINGDRYDRYEREAEACHELECELECTRICALELEVELEVATIONEQEQUALEFEXHAUST FANEXEXISTINGEXP JTEXPANSION JOINTEXTEXTERIOREIFSEXTERIOR INSULATION FINISH SYSTEMFOBFACE OF BEAMFOSFACE OF STUDFFLFINISHED FLOOR LEVELFRFIRE RESISTANCE/RATEDFLRFLOORFDFLOOR DRAINFTFOOT/FEETFTGFOOTINGFNDFOUNDATIONFURNFURNACEFPFSFROST PROTECTEDSHALLOW FOUNDATIONGALVGALVANIZEDGAGAUGEGLGLUE LAMINATEDGLBGLUE LAMINATED BEAMGBGRAB BARGWBGYPSUM WALL BOARDHRHANDRAILHDRHEADERHVACHEATING, VENT &AIR CONDITIONINGHTHEIGHTHCHOLLOW COREHWCHOT WATER CYLINDERHR FRHOUR FIRE RATINGIDINSIDE DIAMETERINSULINSULATIONINTINTERIORJTJOINTJSTJOISTLVLLAMINATED VENEER LUMBERLAVLAVATORYLDRLEADERLTLIGHTMBMACHINE BOLTMASMASONRYMOMASONRY OPENINGMAXMAXIMUMMECHMECHANICALMETMETALMINMINIMUMMISCMISCELLANEOUSNNEWNICNOT IN CONTRACTNTSNOT TO SCALE#/NONUMBEROCON CENTEROPOPENINGOPEROPERABLEOPPOPPOSITEODOUTSIDE DIMENSIONOALOVER ALL LENGTHPPAINTPART'NPARTITIONPLPLATEPSIPOUNDS PER SQUARE INCHPTPRESSURE TREATEDQUANTQUANTITYQTQUARRY TILERADRADIUSREFREFERENCE/REFERREINFREINFORCINGREQREQUIREDREVREVISIONRDROOF DRAINRMROOMROROUGH OPENINGSIMSIMILARSHTSHEETSDSMOKE DETECTORSCSOLID CORESPECSPECIFICATIONSQSQUARESQFTSQUARE FOOTSSSTAINLESS STEELSTDSTANDARDSUSPSUSPENDEDTELTELEPHONET.O.P.TOP OF PLATET.O.S.TOP OF SLABT.O.W.TOP OF WALLT&GTOUNGE & GROOVETYPTYPICALUNOUNLESS NOTED OTHERWISEURURINALVVARNISHVIFVERIFY IN FIELDVERTVERTICALVWCVINYL WALL COVERINGWICWALK IN CLOSETWCWATER CLOSETWHWATER HEATERWPWATER PROOFWINWINDOWW/WITHWDWOODABBREVIATIONSAFBCDEGHIJLMNPQRSTUVWFOOBOZEMANSCALE:VICINITY PLANNTS1CATAMOUNT STBLACKBIRD DRFEN WAYDAVIS LNTROUT MEADOWS DRPROJECTLOCATIONLANDSCAPE ARCHITECTTD&H ENGINEERING234 E. BABCOCK ST, SUITE 3BOZEMAN, MT, 59715(406) 586-0277ELECTRICAL, PLUMBING & HVAC ENGINERWESTERN MONTANA ENGINEERING1527 SOUTH RUSSELL ST,MISSOULA, MT, 59801(406) 721-5776A0.1LOT 1a SITE PLAN (SOUTH)A0.2LOT 6a SITE PLAN (SOUTH)A1.1FIRST FLOOR PLAN (SOUTH)A1.2SECOND FLOOR PLAN (SOUTH)A1.3THIRD FLOOR PLAN (SOUTH)A1.4ROOF PLAN (SOUTH)A2.1BUILDING ELEVATIONS (SOUTH)A2.1BUILDING ELEVATIONS (SOUTH)E0.1SITE PHOTOMETRIC (SOUTH)TROUT MEADOWS RDDAVIS LN TROUT MEADOWS RDBLACKBIRD DRFEN WAY FEN WAY DAVIS LNCATAMOUNT STLOT 1aLOT 6aLOT 7aLOT 6aSCALE:DEVELOPMENT PLANNTS2SCALE:VICINITY PLANNTS1--& ASSOCIATESARCHITECTURE Missoula, MontanaHOFFMANNMORGAN123 N. 2nd St W, Suite 1(406) 728-884759802& PLANNINGAND ASSOC.HOFFMANN MORGANCOPYRIGHT 2021©MICHAEL D.MORGAN16831MISSOULA MT.Sheet #:Set I.D.:Date:Project #:Checked By:Drawn By:Rev#Discription:Date:By: All drawing files received from Hoffmann Morgan & Associates (HMA) are for use by the primary receiver only and are not to be disbursed to any other party(s) under any circumstances. All files provided from HMA shall be considered "as is" only. HMA produced drawings may not be 3rd party modified in any way. Any 3rdparty usage of drawing files originally produced by HMA shall null and void any contractual obligations and/or liabilities associated with HMA Hoffmann Morgan & Associates P.C. expressly reserves its common law copyright and other property rights in these documents. These documents are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any 3rd party without first obtaining the expressed written permission and consent from Hoffmann Morgan & Associates. LIC E NCED ARCHITECTSTATE OF MONTA N A TROUT MEADOWS BOZEMAN, MONTANAHMAM. MORGAN2002703-14-2022CONCEPTREVIEW PKGPHASE 3 - LOTS 1a/6a & 6a/7a --CVR 6'-0"192'-0"8 ON-STREET PARKING SPACES2 BED943sqft2 BED943sqft1 BED627sqft1 BED627sqft1 BED627sqft1 BED627sqft100'-0"11 PRKG SPACES55'-0"5 PRKG SPACESTROUT MEADOWS RD(LANDSCAPE BLOCK FRONTAGE)18'-6"31'-0"OPEN SPACETRASHENCLOSURESHARED OPENSPACE288sqft15'-0" FRONT SETBACK 5'-0"SIDESETBACK5'-0"SIDESETBACK20'-0" REAR SETBACK 5'-0"SIDESETBACK5'-0" 5'-0"5'-0"7'-0"5'-0"5'-0"5'-0"5'-0"ELECTRICAL METERS ELECTRICAL METERSSHARED OPENSPACE288sqftSHARED OPENSPACE290sqft10'-0"10'-0"10'-0"SHARED OPENSPACE290sqft12-UNITMULTI-FAMILYBUILDING5,856sqftEX. 2-WAYDRIVING LANE(SEE CIVIL DRAWINGSFOR ADDT. INFO)TROUT MEADOWS RDDAVIS LN TROUT MEADOWS RDBLACKBIRD DRFEN WAY FEN WAY DAVIS LNCATAMOUNT STLOT 6a6 YARDTRASHDUMPSTERA-A-8" CONC. WALL W/#4 REINF. BARS @ 16" o.c. VERT &#4 REINF. BARS @ 16" o.c. HORIZ.W/ CLASS 'A' SMOOTH RUBBEDFINISH ON EXT. FACE.4"Ø GALV. PIPE POST SET IN12"Øx3'-0" DEEP CONC. FTG& ANCHORED @ TOP OFENCLOSURE WALL.10'-0"x5'-6" GATES.TS3x3x316 FRAME W/TS2x2x18" DIAGONAL BRACE& 20ga CORRUGATED METALINSIDE FRAME. (3)-4" WELDEDHINGES E.A. SIDE W/ GREASEPORTS & 34"Ø HORIZONTAL SLIDELATCH BETWEEN GATES 3'-0" ABV GL.5' - 0 "ACCESSIBLETURNING RADIUS3'-0"x5'-6" GATE.TS3x3x316 FRAME W/TS2x2x18" DIAGONAL BRACE& 20ga CORRUGATED METALINSIDE FRAME. (3)-4" WELDEDHINGES E.A. SIDE W/ GREASEPORTS(3)-6x6x38" STEEL PLATES@ E.A. HINGE, WITH (4)-12"Øx4"A.B. E.A. PLATE.8" CONC. WALL W/#4 REINF. BARS @ 16" o.c. VERT &#4 REINF. BARS @ 16" o.c. HORIZ.W/ CLASS 'A' SMOOTH RUBBEDFINISH ON EXT. FACE.2x8 DOUG-FIR #2 RAFTERS@24" o.c. TYP. W/ 34" OSBROOF SHEATHING & ROOFFINISHES TO MATCH BUILDING.SIMPSON STRONGTIE H2.5T@ EACH RAFTER TYP.312x9 G.L BEAM W/ 112" "LET IN" INTOPOST & (2)-58"Ø THRU-BOLTS E.A. POST.512" sq G.L POST E.A. CNR OF ENCLOSUREON SIMPSON CPT-66Z CONCEALED POSTBASE.10'-0"x5'-6" GATES.TS3x3x316 FRAME W/TS2x2x18" DIAGONAL BRACE& 20ga CORRUGATED METALINSIDE FRAME. (3)-4" WELDEDHINGES E.A. SIDE W/ GREASEPORTS & 34"Ø HORIZONTAL SLIDELATCH BETWEEN GATES 3'-0" ABV GL.PAVING, SEE CIVIL PLANS FOR SLOPE& CONSTRUCTION.3'-0" MIN 1224" CONC. SLAB W/ 6x6 W1.4xW1.4W.W.F., 1" TOP CLR MIN. OVER 4"COMPACTED 34" MINUS GRAVEL.4"Ø GALV. PIPE POST SET IN12"Øx3'-0" DEEP CONC. FTG& ANCHORED @ TOP OFENCLOSURE WALL.7'-6"SCALE:TROUT MEADOWS LOT 6a. - SITE PLAN1" : 10'-0"1A0.1--& ASSOCIATESARCHITECTURE Missoula, MontanaHOFFMANNMORGAN123 N. 2nd St W, Suite 1(406) 728-884759802& PLANNINGAND ASSOC.HOFFMANN MORGANCOPYRIGHT 2021©MICHAEL D.MORGAN16831MISSOULA MT.Sheet #:Set I.D.:Date:Project #:Checked By:Drawn By:Rev#Discription:Date:By: All drawing files received from Hoffmann Morgan & Associates (HMA) are for use by the primary receiver only and are not to be disbursed to any other party(s) under any circumstances. All files provided from HMA shall be considered "as is" only. HMA produced drawings may not be 3rd party modified in any way. Any 3rdparty usage of drawing files originally produced by HMA shall null and void any contractual obligations and/or liabilities associated with HMA Hoffmann Morgan & Associates P.C. expressly reserves its common law copyright and other property rights in these documents. These documents are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any 3rd party without first obtaining the expressed written permission and consent from Hoffmann Morgan & Associates. LIC E NCED ARCHITECTSTATE OF MONTA N A TROUT MEADOWS BOZEMAN, MONTANAHMAM. MORGAN2002703-14-2022CONCEPTREVIEW PKGPH-3 NORTH --SCALE:VICINITY PLANNTS2SCALE:TRASH ENCLOSURE PLAN1/4" = 1'-0"3SCALE:TRASH ENCLOSURE SECTION A-A1/4" = 1'-0"4 6'-0"46'-0"5 PRKG SPACES73'-0"8 PRKG SPACES144'-0"6 ON-STREET PARKING SPACES48'-0" 2 ON-STREET PARKING SPACES TROUT MEADOWS RD(LANDSCAPE BLOCK FRONTAGE)FEN WAY (LANDSCAPE BLOCK FRONTAGE) 18'-6"31'-0"OPEN SPACE2 BED943sqft2 BED943sqft1 BED627sqft1 BED627sqft1 BED627sqft1 BED627sqftTRASHENCLOSURESHARED OPENSPACE288sqftSHARED OPENSPACE288sqft5'-0"SIDESETBACK20'-0" REAR SETBACK 5'-0"SIDESETBACK15'-0" FRONT SETBACK 15'-0"FRONT SETBACK7'-0" 5'-0" 5'-0"5'-0"5'-0"5'-0"5'-0"ELECTRICAL METERS 10'-0"10'-0"SHARED OPENSPACE290sqft12-UNITMULTI-FAMILYBUILDING5,856sqftEX. 2-WAYDRIVING LANE(SEE CIVIL DRAWINGSFOR ADDT. INFO)TROUT MEADOWS RDDAVIS LN TROUT MEADOWS RDBLACKBIRD DRFEN WAY FEN WAY DAVIS LNCATAMOUNT STLOT 7a6 YARDTRASHDUMPSTERA-A-8" CONC. WALL W/#4 REINF. BARS @ 16" o.c. VERT &#4 REINF. BARS @ 16" o.c. HORIZ.W/ CLASS 'A' SMOOTH RUBBEDFINISH ON EXT. FACE.4"Ø GALV. PIPE POST SET IN12"Øx3'-0" DEEP CONC. FTG& ANCHORED @ TOP OFENCLOSURE WALL.10'-0"x5'-6" GATES.TS3x3x316 FRAME W/TS2x2x18" DIAGONAL BRACE& 20ga CORRUGATED METALINSIDE FRAME. (3)-4" WELDEDHINGES E.A. SIDE W/ GREASEPORTS & 34"Ø HORIZONTAL SLIDELATCH BETWEEN GATES 3'-0" ABV GL.5' - 0 "ACCESSIBLETURNING RADIUS3'-0"x5'-6" GATE.TS3x3x316 FRAME W/TS2x2x18" DIAGONAL BRACE& 20ga CORRUGATED METALINSIDE FRAME. (3)-4" WELDEDHINGES E.A. SIDE W/ GREASEPORTS(3)-6x6x38" STEEL PLATES@ E.A. HINGE, WITH (4)-12"Øx4"A.B. E.A. PLATE.8" CONC. WALL W/#4 REINF. BARS @ 16" o.c. VERT &#4 REINF. BARS @ 16" o.c. HORIZ.W/ CLASS 'A' SMOOTH RUBBEDFINISH ON EXT. FACE.2x8 DOUG-FIR #2 RAFTERS@24" o.c. TYP. W/ 34" OSBROOF SHEATHING & ROOFFINISHES TO MATCH BUILDING.SIMPSON STRONGTIE H2.5T@ EACH RAFTER TYP.312x9 G.L BEAM W/ 112" "LET IN" INTOPOST & (2)-58"Ø THRU-BOLTS E.A. POST.512" sq G.L POST E.A. CNR OF ENCLOSUREON SIMPSON CPT-66Z CONCEALED POSTBASE.10'-0"x5'-6" GATES.TS3x3x316 FRAME W/TS2x2x18" DIAGONAL BRACE& 20ga CORRUGATED METALINSIDE FRAME. (3)-4" WELDEDHINGES E.A. SIDE W/ GREASEPORTS & 34"Ø HORIZONTAL SLIDELATCH BETWEEN GATES 3'-0" ABV GL.PAVING, SEE CIVIL PLANS FOR SLOPE& CONSTRUCTION.3'-0" MIN 1224" CONC. SLAB W/ 6x6 W1.4xW1.4W.W.F., 1" TOP CLR MIN. OVER 4"COMPACTED 34" MINUS GRAVEL.4"Ø GALV. PIPE POST SET IN12"Øx3'-0" DEEP CONC. FTG& ANCHORED @ TOP OFENCLOSURE WALL.7'-6"SCALE:TROUT MEADOWS LOT 7a. - SITE PLAN1" : 10'-0"1A0.2--& ASSOCIATESARCHITECTURE Missoula, MontanaHOFFMANNMORGAN123 N. 2nd St W, Suite 1(406) 728-884759802& PLANNINGAND ASSOC.HOFFMANN MORGANCOPYRIGHT 2021©MICHAEL D.MORGAN16831MISSOULA MT.Sheet #:Set I.D.:Date:Project #:Checked By:Drawn By:Rev#Discription:Date:By: All drawing files received from Hoffmann Morgan & Associates (HMA) are for use by the primary receiver only and are not to be disbursed to any other party(s) under any circumstances. All files provided from HMA shall be considered "as is" only. HMA produced drawings may not be 3rd party modified in any way. Any 3rdparty usage of drawing files originally produced by HMA shall null and void any contractual obligations and/or liabilities associated with HMA Hoffmann Morgan & Associates P.C. expressly reserves its common law copyright and other property rights in these documents. These documents are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any 3rd party without first obtaining the expressed written permission and consent from Hoffmann Morgan & Associates. LIC E NCED ARCHITECTSTATE OF MONTA N A TROUT MEADOWS BOZEMAN, MONTANAHMAM. MORGAN2002703-14-2022CONCEPTREVIEW PKGPH-3 NORTH --SCALE:VICINITY PLANNTS2SCALE:TRASH ENCLOSURE PLAN1/4" = 1'-0"3SCALE:TRASH ENCLOSURE SECTION A-A1/4" = 1'-0"4 1ABCDEFG6'-0"x6'-8"SLIDERBEDROOM 210'-5"x10'-5"BEDROOM 111'-5"x10'-10"CLOSET6'-0"x5'-0" SLIDEWIC7'-9"x3'-6"2'-10"x6'-8"2'-10"x6'-8"2'-10"x6'-8"2'-10"x6'-8"ENSUITE14'-8"x5'-0"DINING10'-0"x9'-6"LIVING12'-8"x15'-0"103943sqft2 BED'TYPE B' UNIT(2) 3'-0"x5'-0" SH18 RISERSUP 1'- 8 " x 6 ' - 8 " 5'-0"x6'-8" BIFOLDSDRYERWASHERHWCHWC 2'-10"x6'-8"2'-10"x6'-8"24"x80"2'-6"x6'-8"REFRANGESINKDWKITCHEN8'-6"x9'-6"18 RISERSUP DRYERWASHER5'-0"x6'-8"DBL BIFOLDSCLOSET CLOSETPANTRYWIC6'-8"x5'-2"BATHROOM5'-0"x8'-11"BATHROOM5'-5"x11'-2"DINING8'-0"x8'-6"LIVING12'-0"x11'-6"BEDROOM10'-0"x12'-0"102627sqft1 BED'TYPE B' UNITREF RANGE SINK DW KITCHEN8'-6"x9'-6"3'-0"x6'-8"3'-0"x6'-8"STOR.STOR.HWC2'-10"x6'-8"2'-10"x6'-8"24"x80"2'-6"x6'-8"REFRANGESINKDWKITCHEN8'-6"x9'-6"DRYERWASHER5'-0"x6'-8"DBL BIFOLDSCLOSETWIC6'-8"x5'-2"BATHROOM5'-5"x11'-2"DINING8'-0"x8'-6"LIVING12'-0"x11'-6"BEDROOM10'-0"x12'-0"101627sqft1 BED'TYPE B' UNIT3'-0"x6'-8"STOR.6'-0"x6'-8"SLIDERBEDROOM 210'-5"x10'-5"BEDROOM 111'-5"x10'-10"CLOSET6'-0"x5'-0" SLIDEWIC7'-9"x3'-6"2' - 1 0 " x 6 ' - 8 "2'-10"x6'-8"2'-10"x6'-8"2'-10"x6'-8"ENSUITE14'-8"x5'-0"DINING10'-0"x9'-6"LIVING12'-8"x15'-0"104943sqft2 BED'TYPE B' UNIT(2) 3'-0"x5'-0" SH1'-8"x6'-8"5'-0"x6'-8" BIFOLDS DRYERWASHERHWCHWC3'-0"x5'-0" SH2'-10"x6'-8"2'-10"x6'-8"24"x80" 2'-8"x6'-8"REFRANGESINKDWKITCHEN8'-6"x9'-6"18 RISERSUP DRYERWASHER5'-0"x6'-8"DBL BIFOLDSCLOSETCLOSETPANTRYWIC6'-8"x5'-2"BATHROOM5'-0"x8'-11"BATHROOM5'-5"x11'-2"DINING8'-0"x8'-6"LIVING12'-0"x11'-6"BEDROOM10'-0"x12'-0"105627sqft1 BED'TYPE B' UNITREF RANGE SINK DWKITCHEN8'-6"x9'-6"3'-0"x6'-8"3'-0"x6'-8"STOR.STOR.HWC3'-0"x5'-0" SH2'-10"x6'-8"2'-10"x6'-8"PTAC24"x80" 2'-6"x6'-8"REFRANGESINKDWKITCHEN8'-6"x9'-6"3'-0"x6'-8"1/2 LITEDRYERWASHER5'-0"x6'-8" DBL BIFOLDS CLOSETWIC6'-8"x5'-2"BATHROOM5'-5"x11'-2"DINING8'-0"x8'-6"LIVING12'-0"x11'-6"BEDROOM10'-0"x12'-0"106627sqft1 BED'TYPE B' UNIT3'-0"x6'-8"STOR.234PATIO11'-6"x6'-0"ENTRY8'-0"x5'-0"PATIO11'-6"x6'-0"ENTRY8'-0"x5'-0"PATIO11'-6"x7'-6"ENTRY8'-0"x5'-0"PATIO11'-6"x6'-0"ENTRY8'-0"x5'-0"PATIO11'-6"x6'-0"PATIO11'-6"x6'-0"ENTRY8'-0"x5'-0"ENTRY8'-0"x5'-0"3'-0"x1'-0"TOP LITEABV5'-0"x5'-0" SLIDEPTACPTACPTAC(2) 3'-0"x5'-0" SH3'-0"x6'-8"1/2 LITE3'-0"x1'-0"TOP LITEABV3'-0"x6'-8"1/2 LITE3'-0"x1'-0"TOP LITEABV3'-0"x6'-8"1/2 LITE3'-0"x1'-0"TOP LITEABV3'-0"x6'-8"1/2 LITE3'-0"x1'-0"TOP LITEABV3'-0"x6'-8"1/2 LITE3'-0"x1'-0"TOP LITEABV(2) 3'-0"x5'-0" SH3'-0"x5'-0" SH3'-0"x5'-0" SH5'-0"x5'-0" SLIDE5'-0"x5'-0" SLIDE5'-0"x5'-0" SLIDEPTACPTAC3'-0"x5'-0" SH2'-6"x4'-0" SH3'-0"x5'-0" SH2'-6"x4'-0" SH3'-0"x5'-0" SH3'-0"x6'-8"1/2 LITE3'-0"x6'-8"1/2 LITE3'-0"x6'-8"1/2 LITE3'-0"x6'-8"1/2 LITE3'-0"x6'-8"1/2 LITE3'-0"x6'-8"1/2 LITE3'-0"x5'-0" SH152'-0"23'-0"23'-0"30'-0"30'-0"23'-0"23'-0"9'-034"11'-6"2'-514"2'-514"11'-6"8'-1114"112"16'-214"11'-6"2'-514"2'-514"11'-6"16'-214"8'-1114"112"11'-6"2'-514"2'-514"11'-6"9'-034"30'-0"2'-0"2'-0"5'-0"8'-8"5'-0"2'-0"2'-0"152'-0"21'-0"2'-0"2'-0"20'-1012"28'-112"112"2'-0"2'-0"28'-112"20'-1012"2'-0"2'-0"21'-0"7'-412"12'-712"3'-0"3'-0"12'-712"7'-3"112"13'-1012"13'-3"3'-0"3'-0"13'-3"13'-1012"7'-412"12'-712"3'-0"12'-712"7'-3"5'-8"6'-0" 7'-2" 7'-6" 5'-8" 6'-0" 5'-0" 8'-8" 5'-0" 2'-0"2'-0" 5'-0" 5'-6" 5'-0" 5'-8"GENERAL NOTES:1. GENERAL CONTRACTOR SHALL VERIFY AND COORDINATEDIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANYWORK OR FABRICATION AND NOTIFY ARCHITECT OF ANYDISCREPANCIES.2. CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORINGDURING CONSTRUCTION.3. CONTRACTOR TO SUBMIT A REQUEST TO ARCHITECT FOR ANYSUBSTITUTION OF MATERIALS OR PRODUCTS SPECIFIED ON DRAWINGS.4. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENTLY ADOPTEDINTERNATIONAL BUILDING CODE (IBC 2018).5. IBC 1013.8 WINDOW SILLS. IN OCCUPANCY R-2 AND R-3, ONE ANDTWO FAMILY AND MULTIPLE FAMILY DWELLINGS, WHERE THE OPENINGOF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATED MORETHAT 72 INCHES ABOVE THE FINISHED GRADE OR OTHER SURFACEBELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOWSHALL BE AT A HEIGHT NOT LESS THAN 36 INCHES ABOVE THE FINISHEDFLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED.GLAZING BETWEEN THE FLOOR AND HEIGHT OF 36 INCHES SHALL BEFIXED, HAVE OPENINGS THROUGH WHICH A 4 INCH SPHERE CANNOTPASS, OR HAVE WINDOWS W/OPENING CENTRAL DEVICES. (PER IBC1013.8.1.)6. DO NOT PENETRATE ONE HOUR WALLS W/ PLUMBING LINES. ROUTETHROUGH UNIT SIDE FLOORS IN BATHROOMS & LAUNDRY ROOMS.7. DIMENSIONS:A) DIMENSIONS ON DRAWINGS ARE TO GRID LINES, FACE OF STUDSOR CENTER LINE OF COLUMNS TYP, UNLESS OTHERWISE NOTED.B) DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONSOR DETAILS ARE TO BE CENTERED BETWEEN ADJACENT WALLS.DOORS & WINDOWS ADJACENT TO ONE WALL, BUT NOTDIMENSIONED, SHALL BE LOCATED WITH DOOR OPENING OROUTSIDE OF WINDOW FRAME 4" FROM FACE OF ADJACENT WALL.WHERE SPATIALLY POSSIBLE, LOCATE DOOR OPENING 512" FROMFACE OF ADJACENT WALL.C) VERIFY ALL DIMENSIONS AND CONDITIONS AND NOTIFYARCHITECT OF ALL DISCREPANCIES PRIOR TO PROCEEDING WITHWORK.8. PROVIDE SUPPLEMENTAL HEATING TO BEDROOMS & BATHROOMS.9. SHOWN ON THESE DRAWINGS IS THE ARCHITECTURALDRAWING DATUM POINT. SEE CIVIL GRADING PLANS FOR EQUIVALENTSURVEYED ELEVATION.100'-0"WALL LEGEND:2x4 INTERIOR NON-LOAD BEARING.2x6 EXTERIOR WALL (ALL EXTERNALWALLS ASSUMED TO BE LOAD BEARING)1HR FIRE RATED WALL.INTERNAL LOAD BEARING WALL.²²²²²²²²²²²A1.1SCALE:FIRST FLOOR PLAN1/4" : 1'-0"1FIRST FLOOR PLAN--& ASSOCIATESARCHITECTURE Missoula, MontanaHOFFMANNMORGAN123 N. 2nd St W, Suite 1(406) 728-884759802& PLANNINGAND ASSOC.HOFFMANN MORGANCOPYRIGHT 2021©MICHAEL D.MORGAN16831MISSOULA MT.Sheet #:Set I.D.:Date:Project #:Checked By:Drawn By:Rev#Discription:Date:By: All drawing files received from Hoffmann Morgan & Associates (HMA) are for use by the primary receiver only and are not to be disbursed to any other party(s) under any circumstances. All files provided from HMA shall be considered "as is" only. HMA produced drawings may not be 3rd party modified in any way. Any 3rdparty usage of drawing files originally produced by HMA shall null and void any contractual obligations and/or liabilities associated with HMA Hoffmann Morgan & Associates P.C. expressly reserves its common law copyright and other property rights in these documents. These documents are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any 3rd party without first obtaining the expressed written permission and consent from Hoffmann Morgan & Associates. LIC E NCED ARCHITECTSTATE OF MONTA N A TROUT MEADOWS BOZEMAN, MONTANAHMAM. MORGAN2002703-14-2022CONCEPTREVIEW PKGPH-3 NORTH -- 1ABCDEFG6'-0"x6'-8"SLIDERBEDROOM 210'-5"x10'-5"BEDROOM 111'-5"x10'-10"CLOSET6'-0"x5'-0" SLIDEWIC7'-9"x3'-6"2'-6"x6'-8"2'-8"x6'-8"2'-8"x6'-8"2'-8"x6'-8"ENSUITE14'-8"x5'-0"DINING10'-0"x9'-6"LIVING12'-8"x15'-0"203943sqft2 BED(2) 3'-0"x5'-0" SH1'- 8 " x 6 ' - 8 " 5'-0"x6'-8" BIFOLDSDRYERWASHERHWCHWC 2'-8"x6'-8"24"x80"2'-6"x6'-8"REFRANGESINKDWKITCHEN8'-6"x9'-6"18 RISERSDNDRYERWASHER5'-0"x6'-8"DBL BIFOLDSCLOSET CLOSETPANTRYWIC6'-8"x5'-2"BATHROOM5'-0"x8'-11"BATHROOM5'-5"x11'-2"LIVING12'-0"x11'-6"BEDROOM10'-0"x12'-0"202627sqft1 BEDREF RANGE SINK DW KITCHEN8'-6"x9'-6"3'-0"x6'-8"3'-0"x6'-8"STOR.STOR.HWC2'-8"x6'-8"2'-8"x6'-8"24"x80"2'-6"x6'-8"REFRANGESINKDWKITCHEN8'-6"x9'-6"DRYERWASHER5'-0"x6'-8"DBL BIFOLDSCLOSETWIC6'-8"x5'-2"BATHROOM5'-5"x11'-2"LIVING12'-0"x11'-6"BEDROOM10'-0"x12'-0"201627sqft1 BED3'-0"x6'-8"STOR.6'-0"x6'-8"SLIDERBEDROOM 210'-5"x10'-5"BEDROOM 111'-5"x10'-10"CLOSET6'-0"x5'-0" SLIDEWIC7'-9"x3'-6"ENSUITE14'-8"x5'-0"DINING10'-0"x9'-6"LIVING12'-8"x15'-0"204943sqft2 BED(2) 3'-0"x5'-0" SH1'-8"x6'-8"5'-0"x6'-8" BIFOLDS DRYERWASHERHWCHWC3'-0"x5'-0" SH24"x80"REFRANGESINKDWKITCHEN8'-6"x9'-6"DRYERWASHER5'-0"x6'-8"DBL BIFOLDSCLOSETCLOSETPANTRYWIC6'-8"x5'-2"BATHROOM5'-0"x8'-11"BATHROOM5'-5"x11'-2"LIVING12'-0"x11'-6"BEDROOM10'-0"x12'-0"205627sqft1 BEDREF RANGE SINK DW 3'-0"x6'-8"3'-0"x6'-8"STOR.STOR.HWC3'-0"x5'-0" SHPTAC24"x80"REFRANGESINKDWKITCHEN8'-6"x9'-6"3'-0"x6'-8"1/2 LITEDRYERWASHER5'-0"x6'-8" DBL BIFOLDS CLOSETWIC6'-8"x5'-2"BATHROOM5'-5"x11'-2"LIVING12'-0"x11'-6"BEDROOM10'-0"x12'-0"206627sqft1 BED3'-0"x6'-8"STOR.234DECK11'-6"x6'-0"DECK11'-6"x6'-0"DECK11'-6"x7'-6"DECK11'-6"x6'-0"DECK11'-6"x6'-0"DECK11'-6"x6'-0"3'-0"x1'-0"TOP LITEABV5'-0"x5'-0" SLIDEPTACPTACPTAC(2) 3'-0"x5'-0" SH3'-0"x6'-8"1/2 LITE3'-0"x1'-0"TOP LITEABV3'-0"x6'-8"1/2 LITE3'-0"x1'-0"TOP LITEABV3'-0"x6'-8"1/2 LITE3'-0"x1'-0"TOP LITEABV3'-0"x6'-8"1/2 LITE3'-0"x1'-0"TOP LITEABV3'-0"x6'-8"1/2 LITE3'-0"x1'-0"TOP LITEABV(2) 3'-0"x5'-0" SH3'-0"x5'-0" SH3'-0"x5'-0" SH5'-0"x5'-0" SLIDE5'-0"x5'-0" SLIDE5'-0"x5'-0" SLIDEPTACPTAC3'-0"x5'-0" SH2'-6"x4'-0" SH3'-0"x5'-0" SH2'-6"x4'-0" SH3'-0"x6'-8"20min FR3'-0"x6'-8"20min FR3'-0"x5'-0" SH3'-0"x5'-0" SHROOFBELOW12:6 FALLROOFBELOW12:6 FALLROOFBELOW12:6 FALLROOFBELOW12:6 FALLROOFBELOW12:6 FALLROOFBELOW12:6 FALLROOFBELOW12:6 FALLROOFBELOW12:6 FALLROOFBELOW12:6 FALLROOFBELOW12:6 FALLROOFBELOW12:6 FALLROOFBELOW12:6 FALL18 RISERSDN3'-0"x6'-8"20min FR3'-0"x6'-8"20min FR(2) 3'-0"x5'-0" SH(2) 3'-0"x5'-0" SH18 RISERSDN3'-0"x6'-8"20min FR3'-0"x6'-8"20min FR2'-8"x6'-8"KITCHEN8'-6"x9'-6"3'-0"x5'-0" SH3'-0"x5'-0" SH2' - 6 " x 6 ' - 8 "2'-8"x6'-8"2'-8"x6'-8"2'-8"x6'-8"2'-8"x6'-8"2'-6"x6'-8"2'-8"x6'-8"2'-8"x6'-8"2'-6"x6'-8"2'-8"x6'-8"152'-0"23'-0"23'-0"30'-0"30'-0"23'-0"23'-0"9'-034"11'-6"2'-514"2'-514"11'-6"8'-1114"112"16'-214"11'-6"2'-514"2'-514"11'-6"16'-214"8'-1114"112"11'-6"2'-514"2'-514"11'-6"9'-034"30'-0"2'-0"2'-0"2'-0"2'-0"152'-0"21'-0"2'-0"2'-0"20'-1012"28'-112"112"2'-0"2'-0"28'-112"20'-1012"2'-0"2'-0"21'-0"112"5'-8" 7'-2" 7'-6" 5'-8" 6'-0" 8'-8" 2'-0"2'-0" 5'-8"GENERAL NOTES:1. GENERAL CONTRACTOR SHALL VERIFY AND COORDINATEDIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANYWORK OR FABRICATION AND NOTIFY ARCHITECT OF ANYDISCREPANCIES.2. CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORINGDURING CONSTRUCTION.3. CONTRACTOR TO SUBMIT A REQUEST TO ARCHITECT FOR ANYSUBSTITUTION OF MATERIALS OR PRODUCTS SPECIFIED ON DRAWINGS.4. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENTLY ADOPTEDINTERNATIONAL BUILDING CODE (IBC 2018).5. IBC 1013.8 WINDOW SILLS. IN OCCUPANCY R-2 AND R-3, ONE ANDTWO FAMILY AND MULTIPLE FAMILY DWELLINGS, WHERE THE OPENINGOF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATED MORETHAT 72 INCHES ABOVE THE FINISHED GRADE OR OTHER SURFACEBELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOWSHALL BE AT A HEIGHT NOT LESS THAN 36 INCHES ABOVE THE FINISHEDFLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED.GLAZING BETWEEN THE FLOOR AND HEIGHT OF 36 INCHES SHALL BEFIXED, HAVE OPENINGS THROUGH WHICH A 4 INCH SPHERE CANNOTPASS, OR HAVE WINDOWS W/OPENING CENTRAL DEVICES. (PER IBC1013.8.1.)6. DO NOT PENETRATE ONE HOUR WALLS W/ PLUMBING LINES. ROUTETHROUGH UNIT SIDE FLOORS IN BATHROOMS & LAUNDRY ROOMS.7. DIMENSIONS:A) DIMENSIONS ON DRAWINGS ARE TO GRID LINES, FACE OF STUDSOR CENTER LINE OF COLUMNS TYP, UNLESS OTHERWISE NOTED.B) DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONSOR DETAILS ARE TO BE CENTERED BETWEEN ADJACENT WALLS.DOORS & WINDOWS ADJACENT TO ONE WALL, BUT NOTDIMENSIONED, SHALL BE LOCATED WITH DOOR OPENING OROUTSIDE OF WINDOW FRAME 4" FROM FACE OF ADJACENT WALL.WHERE SPATIALLY POSSIBLE, LOCATE DOOR OPENING 512" FROMFACE OF ADJACENT WALL.C) VERIFY ALL DIMENSIONS AND CONDITIONS AND NOTIFYARCHITECT OF ALL DISCREPANCIES PRIOR TO PROCEEDING WITHWORK.8. PROVIDE SUPPLEMENTAL HEATING TO BEDROOMS & BATHROOMS.9. SHOWN ON THESE DRAWINGS IS THE ARCHITECTURALDRAWING DATUM POINT. SEE CIVIL GRADING PLANS FOR EQUIVALENTSURVEYED ELEVATION.100'-0"WALL LEGEND:2x4 INTERIOR NON-LOAD BEARING.2x6 EXTERIOR WALL (ALL EXTERNALWALLS ASSUMED TO BE LOAD BEARING)1HR FIRE RATED WALL.INTERNAL LOAD BEARING WALL.²²²²²²²²²²²A1.2SCALE:FIRST FLOOR PLAN1/4" : 1'-0"1SECOND FLOOR PLAN--& ASSOCIATESARCHITECTURE Missoula, MontanaHOFFMANNMORGAN123 N. 2nd St W, Suite 1(406) 728-884759802& PLANNINGAND ASSOC.HOFFMANN MORGANCOPYRIGHT 2021©MICHAEL D.MORGAN16831MISSOULA MT.Sheet #:Set I.D.:Date:Project #:Checked By:Drawn By:Rev#Discription:Date:By: All drawing files received from Hoffmann Morgan & Associates (HMA) are for use by the primary receiver only and are not to be disbursed to any other party(s) under any circumstances. All files provided from HMA shall be considered "as is" only. HMA produced drawings may not be 3rd party modified in any way. Any 3rdparty usage of drawing files originally produced by HMA shall null and void any contractual obligations and/or liabilities associated with HMA Hoffmann Morgan & Associates P.C. expressly reserves its common law copyright and other property rights in these documents. These documents are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any 3rd party without first obtaining the expressed written permission and consent from Hoffmann Morgan & Associates. LIC E NCED ARCHITECTSTATE OF MONTA N A TROUT MEADOWS BOZEMAN, MONTANAHMAM. MORGAN2002703-14-2022CONCEPTREVIEW PKGPH-3 NORTH -- ROOF VENTILATION (1202.2):GENERAL NOTES:LINE OF DRAFT STOP / SHEAR WALL TO ROOF 1ABCDEFG2346:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL4:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALLAREA OF DRAFTSTOP= 1380sqftREQ'D VENTING1:150 = 9.2sqftAREA OF DRAFTSTOP= 2040sqftREQ'D VENTING1:150 = 13.6sqftLINE OF DRAFT STOP / SHEAR WALL TO ROOF AREA OF DRAFTSTOP= 1380sqftREQ'D VENTING1:150 = 9.2sqftA1.3--& ASSOCIATESARCHITECTURE Missoula, MontanaHOFFMANNMORGAN123 N. 2nd St W, Suite 1(406) 728-884759802& PLANNINGAND ASSOC.HOFFMANN MORGANCOPYRIGHT 2021©MICHAEL D.MORGAN16831MISSOULA MT.Sheet #:Set I.D.:Date:Project #:Checked By:Drawn By:Rev#Discription:Date:By: All drawing files received from Hoffmann Morgan & Associates (HMA) are for use by the primary receiver only and are not to be disbursed to any other party(s) under any circumstances. All files provided from HMA shall be considered "as is" only. HMA produced drawings may not be 3rd party modified in any way. Any 3rdparty usage of drawing files originally produced by HMA shall null and void any contractual obligations and/or liabilities associated with HMA Hoffmann Morgan & Associates P.C. expressly reserves its common law copyright and other property rights in these documents. These documents are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any 3rd party without first obtaining the expressed written permission and consent from Hoffmann Morgan & Associates. LIC E NCED ARCHITECTSTATE OF MONTA N A TROUT MEADOWS BOZEMAN, MONTANAHMAM. MORGAN2002703-14-2022CONCEPTREVIEW PKGPH-3 NORTH -- ABCDEFG126126126126126E.03E.03E.03E.03E.03E.03E.02E.02E.02E.02E.02E.02E.04E.04E.04E.08TYPE.08TYPE.08TYPE.08TYPE.08TYPE.08TYPABCDEFGFACADE 1FACADE 2FACADE 3FACADE 4FACADE 5FACADE 6FACADE ARTICULATION METHODS:1 - WINDOWS2 - MATERIAL CHANGES3 - ROOFLINE CHANGESFACADE ARTICULATION METHODS:1 - WINDOWS2 - MATERIAL CHANGES3 - ROOFLINE CHANGESFACADE ARTICULATION METHODS:1 - WINDOWS2 - MATERIAL CHANGES3 - ROOFLINE CHANGESFACADE ARTICULATION METHODS:1 - WINDOWS2 - MATERIAL CHANGES3 - ROOFLINE CHANGESFACADE ARTICULATION METHODS:1 - WINDOWS2 - MATERIAL CHANGES3 - ROOFLINE CHANGESFACADE ARTICULATION METHODS:1 - WINDOWS2 - MATERIAL CHANGES3 - ROOFLINE CHANGES126126126126126126126126126126126126E.01E.01E.01E.04E.04E.04E.01E.01E.01E.01E.01E.01E.02E.02E.02E.02E.02E.02E.03E.03E.03E.03E.03E.08E.07E.07TYPTYPTYPE.07E.07TYPTYPE.07E.07TYPTYPE.07E.07TYPTYPE.07E.07TYPTYPE.07E.07TYPTYPE.08TYPE.08TYPE.08TYPE.07E.07TYPTYPE.07E.07TYPTYPE.07E.07TYPTYPE.07E.07TYPTYPE.07E.07TYPTYPE.07E.07TYPTYPE.08TYPE.08TYPE.08TYPE.08TYPE.08TYPE.08TYPE.05E.05E.05E.05E.05E.05123430'-0"126126E.03E.02E.04E.05TYPE.05TYPE.07E.07TYPTYPE.07E.07TYPTYPE.05E.05123430'-0"126126E.03E.02E.04E.07E.07TYPTYPE.07E.07TYPTYPFINISH SCHEDULEMRK/REFDESCRIPTIONMATERIAL/FINISHMANUFACTURERMFR #COLORE.01SHINGLE SIDINGCEMENT FIBER, STRAIGHT EDGEHARDIECEDARMILLCOUNTRYSIDE REDE.02LAP SIDINGCEMENT FIBER, 7" EXPOSUREHARDIECEDARMILLHEATHERED MOSSE.03BOARD & BATTENSIDINGCEMENT FIBER, 212" BATTENS @ 16" O.C.HARDIECEDARMILLNAVAJO BEIGEE.04SHINGLE ROOFASPHALTCHARCOALE.05STONE VENEERMATCH EXISTINGMATCH EXISTINGE.06GUARDRAILSALUMINUMBLACKE.07WINDOWSVINYLALMONDE.08EXTERIOR DOORSFIBERGLASSALMONDE.09TRIMCEMENT FIBERHARDIEARCTIC WHITESCALE:SOUTH ELEVATION3/16" - 1'-0"5SCALE:SOUTH ELEVATION (BLOCK FRONTAGE)3/16" - 1'-0"2SCALE:EAST ELEVATION3/16" - 1'-0"4SCALE:WEST ELEVATION3/16" - 1'-0"3--& ASSOCIATESARCHITECTURE Missoula, MontanaHOFFMANNMORGAN123 N. 2nd St W, Suite 1(406) 728-884759802& PLANNINGAND ASSOC.HOFFMANN MORGANCOPYRIGHT 2021©MICHAEL D.MORGAN16831MISSOULA MT.Sheet #:Set I.D.:Date:Project #:Checked By:Drawn By:Rev#Discription:Date:By: All drawing files received from Hoffmann Morgan & Associates (HMA) are for use by the primary receiver only and are not to be disbursed to any other party(s) under any circumstances. All files provided from HMA shall be considered "as is" only. HMA produced drawings may not be 3rd party modified in any way. Any 3rdparty usage of drawing files originally produced by HMA shall null and void any contractual obligations and/or liabilities associated with HMA Hoffmann Morgan & Associates P.C. expressly reserves its common law copyright and other property rights in these documents. These documents are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any 3rd party without first obtaining the expressed written permission and consent from Hoffmann Morgan & Associates. LIC E NCED ARCHITECTSTATE OF MONTA N A TROUT MEADOWS BOZEMAN, MONTANAHMAM. MORGAN2002703-14-2022CONCEPTREVIEW PKGPH-3 NORTH --A2.1 Copyright © 2022Fussell Engineering Company, Inc.This document, whether in hard copy or machine readable format, is copyrighted and is an instrument of Services in respect to the project for which it was prepared. This document is not intended or authorized for reuse by any party on extensions of such project or any other project. Any reuse, to include copying of any or all portions, and/or modifying the document, without written permission from Fussell Engineering for the specific purpose intended is a violation of federal copyright law. Unauthorized use of this material may result in civil and/or criminal penalties. 030922 SCALE: 1 INCH = 20 FEET AT PDF PRINTED AT 100% 0 10' 20’ 40’ 60’ PL-1 0.1 0.5 1.0 0.1 0.1 0.5 1.0 0.1 PL-10.10.51.00.1PL-1 0.1 0.5 1.0 0.1 PL-1 0.1 0.5 1.0 0.1 PL-1 0.10.51.00.1PL-1 0.1 0.5 1.0 0.1 1.0 0.5 THE PHOTOMETRY USED ON THIS SHEET IS AN ISO-FOOTCANDLE TABULATION OF THE ACTUAL PERFORMANCE OF THE LIGHT FIXTURE. EACH LINE IS THE ACTUAL LIGHT LEVEL AROUND THE POLE FOR THE LIGHT LEVEL LISTED FOR 0.1,0.5, AND 1.0 FOOT CANDLES. THE GRID IS 15 FEET. THE ISO-FOOT CANDLE METHOD MAKES IT MUCH EASIER TO SEE THE ACTUAL PERFORMANCE OF THE LIGHT FIXTURE. THIS IS WHY THE ISO-FOOTCANDLE METHOD IS USED IN MOST FIXTURE CATALOG SHEET PERFORMANCE DATA SHEETS. NOTICE TO REVIEWER Copyright © 2022Fussell Engineering Company, Inc.This document, whether in hard copy or machine readable format, is copyrighted and is an instrument of Services in respect to the project for which it was prepared. This document is not intended or authorized for reuse by any party on extensions of such project or any other project. Any reuse, to include copying of any or all portions, and/or modifying the document, without written permission from Fussell Engineering for the specific purpose intended is a violation of federal copyright law. Unauthorized use of this material may result in civil and/or criminal penalties. 030922OUTSIDE LIGHTING PARKING LOT LIGHTS GENERAL The contractor furnishes and installs Parking lot Fixture 'PL-1' mounted on steel poles. FIXTURE PACKAGE The contractor shall furnish and install the complete light fixture package including base, base concrete, anchor, pole, pole mounts, and the light fixture. FOUNDATION GENERAL The contractor shall furnish and install concrete foundations for each of the parking lot light fixture poles in accordance with these specifications and the manufacturer’s recommendation. The manufacturer of the pole base should have a bolt pattern for the correct installation of the anchor bolts. Note: Coordination with the general contractor with regards to concrete shall be required to reduce costs. The electrical contractor shall be responsible for seeing that the concrete foundations for lighting fixtures are installed in accordance with the manufacturer's specifications and that anchor bolts as needed are installed in accordance with the manufacturer's template. It is not required that the electrical contractor include the price of installing light fixture foundations in the electrical bid, but rather the electrical contractor is responsible for making sure that the price is included somewhere in the total project bids. CONCRETE SPECIFICATION If the concrete specification for the architectural portion of the project does not apply to the light fixture foundation, the following specification shall govern. Each concrete foundation shall be accordance with the detail located below. The length and width dimensions shall be governed by the manufacturer's recommendation. The manufacturer's template shall be used to position the mounting bolts. The concrete shall be 3000 PSI. The reinforcing rods shall be such that no point of the reinforcing rod is within 6 inches of the concrete surface. The reinforcing rods shall be tacked or wired together. GROUNDING Bond the ground conductor in the Fixture ‘PL-1’ supply branch circuit to the pole base ground lug. FUSING Each parking lot light shall be equipped with individual fusing, one for each hot conductor. STEEL POLE ANCHOR BASE COVER DOUBLE NUTS ON ANCHOR BOLTS. ANCHOR BOLTS PROVIDED AS PART OF FIXTURE. INSTALL BOLTS PER FIXTURE MANUFACTURER’S BOLT PATTERN. CONDUIT AS NOTED DOWN TO DIRECT BURY DEPTH #5 VERTICAL REBAR WITH #4 HORIZONTAL REBAR TIES 12" ON CENTER. FIRST TIE SHALL BE 6" FROM BOTTOM 3000 PSI CONCRETE MINIMUM 2'–6"5'–0"2'–0"3'–0"#6 COPPER GROUND WIRE. DOUBLE LOOP 24" DIA. AT BOTTOM OF CONC. ASPHALT PAVING CONNECT GROUNDING CONDUCTOR TO GROUNDING LUG INSIDE HAND HOLE. GROUT BELOW LEVELING BASE 2" CHAMFER CONCRETE BASE/RUB EXPOSED FACES FOR SMOOTH FINISH. PAINT TRAFFIC WHITE OR YELLOW AS DIRECTED BY ARCHITECT OR ENGINEER POLE BASE DETAIL NOT TO SCALE THE DIAMETER OF THE POLE FOUNDATION MAY BE ADJUSTED UP OR DOWN TO FIT A STANDARD SONOTUBE FORM. VERIFY NEW SIZE WITH PROJECT ENGINEER. FURNISH AND INSTALL SUPPLEMENTAL 5/8" X 8' COPPER CLAD STEEL GROUNDING ROD, BONDED TO POLE BASE GROUND CONDUCTOR 5/8" 8' NOTE THAT LIGHT ENGINE SHALL BE MOUNTED 15 FEET ABOVE GRADE. THIS REQUIRES A 12 FOOT POLE. FIXTURE HEAD TO BE 15 FEET ABOVE GRADE INCLUDING 3 FOOT HIGH CONCRETE BASE. THUS A 12 FOOT LONG POLE. ELECTRICAL METERS 100'-0"11 PARKING SPACES55'-0"5 PARKING SPACESSHARED OPENSPACE486sqftSHARED OPENSPACE489sqft64'-6"7 PARKING SPACES73'-6"8 PARKING SPACES48'-0"2 ON-STREET PARKING SPACESFEN WAY(LANDSCAPE BLOCK FRONTAGE)CATAMOUNT ST(LANDSCAPE BLOCK FRONTAGE)15'-0"FRONT YARDSETBACK15'-0"FRONT YARDSETBACK20'-0"REAR YARD SETBACK5'-0"SIDE YARDSETBACK30'-0"OPEN SPACELOT 1a27,501sqftSHARED OPENSPACE600sqftSHARED OPENSPACE380sqft18-UNITMULTI-FAMILYBUILDING6,463sqftTRASHENCLOSUREPER A1.1EX. 2-WAYDRIVING LANE(SEE CIVIL DRAWINGSFOR ADDT. INFO)TROUT MEADOWS RDDAVIS LN TROUT MEADOWS RDBLACKBIRD DRFEN WAY FEN WAY DAVIS LNCATAMOUNT STLOT 1aSCALE:TROUT MEADOWS LOT 1a. - SITE PLAN1" : 10'-0"1A0.1--& ASSOCIATESARCHITECTURE Missoula, MontanaHOFFMANNMORGAN123 N. 2nd St W, Suite 1(406) 728-884759802& PLANNINGAND ASSOC.HOFFMANN MORGANCOPYRIGHT 2021©MICHAEL D.MORGAN16831MISSOULA MT.Sheet #:Set I.D.:Date:Project #:Checked By:Drawn By:Rev#Discription:Date:By: All drawing files received from Hoffmann Morgan & Associates (HMA) are for use by the primary receiver only and are not to be disbursed to any other party(s) under any circumstances. All files provided from HMA shall be considered "as is" only. HMA produced drawings may not be 3rd party modified in any way. Any 3rdparty usage of drawing files originally produced by HMA shall null and void any contractual obligations and/or liabilities associated with HMA Hoffmann Morgan & Associates P.C. expressly reserves its common law copyright and other property rights in these documents. These documents are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any 3rd party without first obtaining the expressed written permission and consent from Hoffmann Morgan & Associates. LIC E NCED ARCHITECTSTATE OF MONTA N A TROUT MEADOWS BOZEMAN, MONTANAHMAM. MORGAN2002708-05-21DESIGNDEVELOPMENTPH-3 SOUTH --SCALE:VICINITY PLANNTS2 30'-0"OPEN SPACE18-UNITMULTI-FAMILYBUILDING6,463sqftLOT 6a27,436sqft15'-0"FRONT YARDSETBACKSHARED OPENSPACE489sqftSHARED OPENSPACE486sqftSHARED OPENSPACE589sqftSHARED OPENSPACE382sqft73'-6"8 PARKING SPACES73'-6"8 PARKING SPACES46'-0"5 PARKING SPACES100'-0"10 PARKING SPACES48'-0" 2 ON-STREET PARKING SPACES BLACKBIRD DR (LANDSCAPE BLOCK FRONTAGE)CATAMOUNT ST(LANDSCAPE BLOCK FRONTAGE)20'-0"REAR YARD SETBACK15'-0"FRONT YARDSETBACK5'-0"SIDE YARDSETBACKEX. 2-WAYDRIVING LANE(SEE CIVIL DRAWINGSFOR ADDT. INFO)TROUT MEADOWS RDDAVIS LN TROUT MEADOWS RDBLACKBIRD DRFEN WAY FEN WAY DAVIS LNCATAMOUNT STLOT 6aSCALE:TROUT MEADOWS LOT 6a. - SITE PLAN1" : 10'-0"1A0.2--& ASSOCIATESARCHITECTURE Missoula, MontanaHOFFMANNMORGAN123 N. 2nd St W, Suite 1(406) 728-884759802& PLANNINGAND ASSOC.HOFFMANN MORGANCOPYRIGHT 2021©MICHAEL D.MORGAN16831MISSOULA MT.Sheet #:Set I.D.:Date:Project #:Checked By:Drawn By:Rev#Discription:Date:By: All drawing files received from Hoffmann Morgan & Associates (HMA) are for use by the primary receiver only and are not to be disbursed to any other party(s) under any circumstances. All files provided from HMA shall be considered "as is" only. HMA produced drawings may not be 3rd party modified in any way. Any 3rdparty usage of drawing files originally produced by HMA shall null and void any contractual obligations and/or liabilities associated with HMA Hoffmann Morgan & Associates P.C. expressly reserves its common law copyright and other property rights in these documents. These documents are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any 3rd party without first obtaining the expressed written permission and consent from Hoffmann Morgan & Associates. LIC E NCED ARCHITECTSTATE OF MONTA N A TROUT MEADOWS BOZEMAN, MONTANAHMAM. MORGAN2002708-05-21DESIGNDEVELOPMENTPH-3 SOUTH --SCALE:VICINITY PLANNTS2 ABCDEFG12364518 RISERS UPRANGEREFSINKDWPANTRYDRYERWASHERBEDROOM 110'-3"x11'-6"WIC6'-10"x5'-5"ENSUITE10'-3"x5'-5"LIVING12'-11"x12'-6"KITCHEN11'-4"x8'-10"BATH5'-6"x9'-5"BEDROOM 210'-2"x10'-11"3'-0"x5'-0" SH3'-0"x5'-0" SHHWCLINENCOATS3'-0"x6'-8"20min FR1'-8"x6'-8"2'-0"x6'-8"2'-10"x6'-8" 5'-0"x6'-8" DBL BIFOLDS 2'-10"x6'-8"3'-0"x6'-8"3'-0"x6'-8"12 LITE2'-10"x6'-8"WATER SERVICE4'-11"x2'-8"DINING12'-11"x7'-6"103883sqft2 BED'TYPE B' UNITPTAC8'-0"x5'-0"CENTER PICTURERANGEREFSINKDWPANTRYDRYERWASHERBEDROOM 110'-3"x11'-6"WIC6'-10"x5'-5"ENSUITE10'-3"x5'-5"LIVING12'-11"x12'-6"KITCHEN11'-4"x8'-10"BATH5'-6"x9'-5"BEDROOM 210'-2"x10'-11"3'-0"x5'-0" SH3'-0"x5'-0" SHHWCLINENCOATS3'-0"x6'-8"20min FR1'-8"x6'-8"2' - 0 " x 6 ' - 8 " 2'-10"x6'-8" 5'-0"x6'-8" DBL BIFOLDS 2'-10"x6'-8"3'-0"x6'-8"3'-0"x6'-8"12 LITE2'-10"x6'-8"DINING12'-11"x7'-6"104883sqft2 BED'TYPE B' UNITPTAC8'-0"x5'-0"CENTER PICTURE3'-0"x6'-8"20min FRSTOR.5'-0"x6'-8"SLIDER5'-0"x6'-8"SLIDER(2) 3'-0"x6'-8"20min FR18 RISERS UP150'-0"10'-0"35'-0"35'-0"10'-0"STOR.30'-0"PATIO6'-0"x11'-6"5'-0"x6'-8"BIFOLDSHWCPTACDINING8'-6"x8'-6"CLOSET6'-0"x6'-8"SLIDER5'-0"x6'-8"SLIDER2'-10"x6'-8"2'-10"x6'-8"2'-0"x6'-8"(2)3'-0"x5'-0" SH3'-0"x5'-0" SH5'-0"x5'-0" SLIDE29'-0"30'-0"SINKDWREF40" MINKITCHEN9'-4"x8'-6"LIVING11'-2"x13'-6"PATIO6'-0"x11'-6"3'-0"x6'-8"12 LITE3'-0"x6'-8"20 min FRCLOSETCLOSETWASHERDRYERBEDROOM 112'-5"x12'-8"BATHROOM5'-5"x9'-8"BEDROOM 110'-3"x11'-2"106830sqft2 BED'TYPE B' UNIT3'-0"x6'-8"STOR.3'-0"x6'-8"2'-10"x6'-8"3'-0"x6'-8"CLOSET/PANTRY6'-0"x6'-8"BIFOLDSPATIO10'-3"x5'-6"PATIO10'-3"x5'-6"UPUPRAMP UPBTHHWCBATH11'-5"x5'-6"LIVING11'-8"x11'-6"WASHERDRYER5'-0"x4'-0" SLIDE WC48" VANITYBEDROOM11'-11"x9'-10"3'-0"x5'-0" SH 2'-10"x6'-8" 2'-10"x6'-8" PTACDINING7'-6"x8'-6"W.I.C.4'-11"x6'-11"CLOSETLINEN22'-6"4'-0"x6'-8"5'-0"x6'-8"DBL BIFOLDS24"x80"3'-0"x6'-8" 12 LITE 2'-8"x6'-8"SINKDWREF40" MINKITCHEN9'-4"x8'-6"105640sqft1 BED'TYPE B' UNIT3'-0"x6'-8"20 min FRSTOR.30'-0"PATIO6'-0"x11'-6"5'-0"x6'-8"BIFOLDSHWCPTAC DINING8'-6"x8'-6"CLOSET6'-0"x6'-8"SLIDER5'-0"x6'-8"SLIDER2'-10"x6'-8"2'-10"x6'-8"2'-0"x6'-8"(2)3'-0"x5'-0" SH3'-0"x5'-0" SH 5'-0"x5'-0" SLIDE29'-0"30'-0"SINKDWREF40" MINKITCHEN9'-4"x8'-6"LIVING11'-2"x13'-6"PATIO6'-0"x11'-6"3'-0"x6'-8"12 LITE3'-0"x6'-8"20 min FRCLOSETCLOSETWASHERDRYERBEDROOM 112'-5"x12'-8"BATHROOM5'-5"x9'-8"BEDROOM 110'-3"x11'-8"102830sqft2 BED'TYPE B' UNIT3'-0"x6'-8"STOR.3'-0"x6'-8"2'-10"x6'-8"3'-0"x6'-8"CLOSET/PANTRY6'-0"x6'-8"BIFOLDSBTHHWCBATH11'-5"x5'-6"LIVING11'-8"x11'-6"WASHERDRYER4'-0"x5'-0" SLIDE WC48" VANITYBEDROOM11'-11"x9'-10"3'-0"x5'-0" SH2'-10"x6'-8"2'-10"x6'-8"PTACDINING7'-6"x8'-6"W.I.C.4'-11"x6'-11"CLOSETLINEN22'-6"4'-0"x6'-8"5'-0"x6'-8"DBL BIFOLDS24"x80"3'-0"x6'-8"12 LITE 2'-8"x6'-8"SINKDWREF40" MINKITCHEN9'-4"x8'-6"101640sqft1 BED'TYPE B' UNIT3'-0"x6'-8"20 min FR(2)3'-0"x5'-0" SH(2)3'-0"x5'-0" SH3'-0"x5'-0" SH2'-6"x4'-0" SH2'-6"x4'-0" SH3'-0"x5'-0" SHRAMP UP51'-512"14'-8"11'-4"3'-0"3'-0"11'-4"8'-112"29'-0"22'-512" 51'-512" 14'-8"11'-4"3'-0"3'-0"11'-4"8'-112" 29'-0"22'-512"GENERAL NOTES:1. GENERAL CONTRACTOR SHALL VERIFY AND COORDINATEDIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANYWORK OR FABRICATION AND NOTIFY ARCHITECT OF ANYDISCREPANCIES.2. CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORINGDURING CONSTRUCTION.3. CONTRACTOR TO SUBMIT A REQUEST TO ARCHITECT FOR ANYSUBSTITUTION OF MATERIALS OR PRODUCTS SPECIFIED ON DRAWINGS.4. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENTLY ADOPTEDINTERNATIONAL BUILDING CODE (IBC 2018).5. IBC 1013.8 WINDOW SILLS. IN OCCUPANCY R-2 AND R-3, ONE ANDTWO FAMILY AND MULTIPLE FAMILY DWELLINGS, WHERE THE OPENINGOF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATED MORETHAT 72 INCHES ABOVE THE FINISHED GRADE OR OTHER SURFACEBELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOWSHALL BE AT A HEIGHT NOT LESS THAN 36 INCHES ABOVE THE FINISHEDFLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED.GLAZING BETWEEN THE FLOOR AND HEIGHT OF 36 INCHES SHALL BEFIXED, HAVE OPENINGS THROUGH WHICH A 4 INCH SPHERE CANNOTPASS, OR HAVE WINDOWS W/OPENING CENTRAL DEVICES. (PER IBC1013.8.1.)6. DO NOT PENETRATE ONE HOUR WALLS W/ PLUMBING LINES. ROUTETHROUGH UNIT SIDE FLOORS IN BATHROOMS & LAUNDRY ROOMS.7. DIMENSIONS:A) DIMENSIONS ON DRAWINGS ARE TO GRID LINES, FACE OF STUDSOR CENTER LINE OF COLUMNS TYP, UNLESS OTHERWISE NOTED.B) DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONSOR DETAILS ARE TO BE CENTERED BETWEEN ADJACENT WALLS.DOORS & WINDOWS ADJACENT TO ONE WALL, BUT NOTDIMENSIONED, SHALL BE LOCATED WITH DOOR OPENING OROUTSIDE OF WINDOW FRAME 4" FROM FACE OF ADJACENT WALL.WHERE SPATIALLY POSSIBLE, LOCATE DOOR OPENING 512" FROMFACE OF ADJACENT WALL.C) VERIFY ALL DIMENSIONS AND CONDITIONS AND NOTIFYARCHITECT OF ALL DISCREPANCIES PRIOR TO PROCEEDING WITHWORK.8. PROVIDE SUPPLEMENTAL HEATING TO BEDROOMS & BATHROOMS.9. SHOWN ON THESE DRAWINGS IS THE ARCHITECTURALDRAWING DATUM POINT. SEE CIVIL GRADING PLANS FOR EQUIVALENTSURVEYED ELEVATION.100'-0"WALL LEGEND:2x4 INTERIOR NON-LOAD BEARING.2x6 EXTERIOR WALL (ALL EXTERNALWALLS ASSUMED TO BE LOAD BEARING)1HR FIRE RATED WALL.INTERNAL LOAD BEARING WALL.²²²²²²²²²²²6 YARDTRASHDUMPSTERA-A-8" CONC. WALL W/#4 REINF. BARS @ 16" o.c. VERT &#4 REINF. BARS @ 16" o.c. HORIZ.W/ CLASS 'A' SMOOTH RUBBEDFINISH ON EXT. FACE.4"Ø GALV. PIPE POST SET IN12"Øx3'-0" DEEP CONC. FTG& ANCHORED @ TOP OFENCLOSURE WALL.10'-0"x5'-6" GATES.TS3x3x316 FRAME W/TS2x2x18" DIAGONAL BRACE& 20ga CORRUGATED METALINSIDE FRAME. (3)-4" WELDEDHINGES E.A. SIDE W/ GREASEPORTS & 34"Ø HORIZONTAL SLIDELATCH BETWEEN GATES 3'-0" ABV GL.5' - 0 "ACCESSIBLETURNING RADIUS3'-0"x5'-6" GATE.TS3x3x316 FRAME W/TS2x2x18" DIAGONAL BRACE& 20ga CORRUGATED METALINSIDE FRAME. (3)-4" WELDEDHINGES E.A. SIDE W/ GREASEPORTS(3)-6x6x38" STEEL PLATES@ E.A. HINGE, WITH (4)-12"Øx4"A.B. E.A. PLATE.8" CONC. WALL W/#4 REINF. BARS @ 16" o.c. VERT &#4 REINF. BARS @ 16" o.c. HORIZ.W/ CLASS 'A' SMOOTH RUBBEDFINISH ON EXT. FACE.2x8 DOUG-FIR #2 RAFTERS@24" o.c. TYP. W/ 34" OSBROOF SHEATHING & ROOFFINISHES TO MATCH BUILDING.SIMPSON STRONGTIE H2.5T@ EACH RAFTER TYP.312x9 G.L BEAM W/ 112" "LET IN" INTOPOST & (2)-58"Ø THRU-BOLTS E.A. POST.512" sq G.L POST E.A. CNR OF ENCLOSUREON SIMPSON CPT-66Z CONCEALED POSTBASE.10'-0"x5'-6" GATES.TS3x3x316 FRAME W/TS2x2x18" DIAGONAL BRACE& 20ga CORRUGATED METALINSIDE FRAME. (3)-4" WELDEDHINGES E.A. SIDE W/ GREASEPORTS & 34"Ø HORIZONTAL SLIDELATCH BETWEEN GATES 3'-0" ABV GL.PAVING, SEE CIVIL PLANS FOR SLOPE& CONSTRUCTION.3'-0" MIN 1224" CONC. SLAB W/ 6x6 W1.4xW1.4W.W.F., 1" TOP CLR MIN. OVER 4"COMPACTED 34" MINUS GRAVEL.4"Ø GALV. PIPE POST SET IN12"Øx3'-0" DEEP CONC. FTG& ANCHORED @ TOP OFENCLOSURE WALL.7'-6"A1.1SCALE:FIRST FLOOR PLAN1/4" : 1'-0"1FIRST FLOOR PLAN--& ASSOCIATESARCHITECTURE Missoula, MontanaHOFFMANNMORGAN123 N. 2nd St W, Suite 1(406) 728-884759802& PLANNINGAND ASSOC.HOFFMANN MORGANCOPYRIGHT 2021©MICHAEL D.MORGAN16831MISSOULA MT.Sheet #:Set I.D.:Date:Project #:Checked By:Drawn By:Rev#Discription:Date:By: All drawing files received from Hoffmann Morgan & Associates (HMA) are for use by the primary receiver only and are not to be disbursed to any other party(s) under any circumstances. All files provided from HMA shall be considered "as is" only. HMA produced drawings may not be 3rd party modified in any way. Any 3rdparty usage of drawing files originally produced by HMA shall null and void any contractual obligations and/or liabilities associated with HMA Hoffmann Morgan & Associates P.C. expressly reserves its common law copyright and other property rights in these documents. These documents are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any 3rd party without first obtaining the expressed written permission and consent from Hoffmann Morgan & Associates. LIC E NCED ARCHITECTSTATE OF MONTA N A TROUT MEADOWS BOZEMAN, MONTANAHMAM. MORGAN2002708-05-21DESIGNDEVELOPMENTPH-3 SOUTH --SCALE:TRASH ENCLOSURE PLAN1/4" = 1'-0"3SCALE:TRASH ENCLOSURE SECTION A-A1/4" = 1'-0"4 ABCDEFG12364518 RISERS UPRANGEREFSINKDWPANTRYDRYERWASHERBEDROOM 110'-3"x11'-6"WIC6'-10"x5'-5"ENSUITE10'-3"x5'-5"LIVING12'-11"x12'-6"KITCHEN11'-4"x8'-10"BATH5'-6"x9'-5"BEDROOM 210'-2"x10'-11"3'-0"x5'-0" SH3'-0"x5'-0" SHHWCLINENCOATS3'-0"x6'-8"20min FR1'-8"x6'-8"2'-8"x6'-8" 5'-0"x6'-8" DBL BIFOLDS 2'-8"x6'-8"3'-0"x6'-8"3'-0"x6'-8"12 LITE2'-8"x6'-8"DINING12'-11"x7'-6"203883sqft2 BEDPTAC8'-0"x5'-0"CENTER PICTURERANGEREFSINKDWPANTRYDRYERWASHERBEDROOM 110'-3"x11'-6"WIC6'-10"x5'-5"ENSUITE10'-3"x5'-5"LIVING12'-11"x12'-6"KITCHEN11'-4"x8'-10"BATH5'-6"x9'-5"BEDROOM 210'-2"x10'-11"3'-0"x5'-0" SH3'-0"x5'-0" SHHWCLINENCOATS3'-0"x6'-8"20min FR1'-8"x6'-8"5'-0"x6'-8" DBL BIFOLDS 3' - 0 " x 6 ' - 8 "3'-0"x6'-8"12 LITEDINING12'-11"x7'-6"204883sqft2 BEDPTAC8'-0"x5'-0"CENTER PICTURE3'-0"x6'-8"20min FRSTOR.5'-0"x6'-8"SLIDER5'-0"x6'-8"SLIDER(2) 3'-0"x6'-8"20min FR150'-0"10'-0"35'-0"35'-0"10'-0"STOR.30'-0"DECK6'-0"x11'-6"5'-0"x6'-8"BIFOLDSHWCPTACDINING8'-6"x8'-6"CLOSET6'-0"x6'-8"SLIDER5'-0"x6'-8"SLIDER2'-0"x6'-8"(2)3'-0"x5'-0" SH3'-0"x5'-0" SH5'-0"x5'-0" SLIDE29'-0"30'-0"SINKDWREFKITCHEN9'-4"x8'-6"LIVING11'-2"x13'-6"DECK6'-0"x11'-6"3'-0"x6'-8"12 LITE3'-0"x6'-8"20 min FRCLOSETCLOSETWASHERDRYERBEDROOM 112'-5"x12'-8"BATHROOM5'-5"x9'-8"BEDROOM 110'-3"x11'-2"206830sqft2 BED3'-0"x6'-8"STOR.3'-0"x6'-8"3'-0"x6'-8"CLOSET/PANTRY6'-0"x6'-8"BIFOLDSDECK10'-3"x5'-6"DECK10'-3"x5'-6"BTHHWCBATH11'-5"x5'-6"LIVING11'-8"x11'-6"WASHERDRYER5'-0"x4'-0" SLIDE WC48" VANITYBEDROOM11'-11"x9'-10"3'-0"x5'-0" SHPTACDINING7'-6"x8'-6"W.I.C.4'-11"x6'-11"CLOSETLINEN22'-6"4'-0"x6'-8"5'-0"x6'-8"DBL BIFOLDS24"x80"3'-0"x6'-8" 12 LITE 2'-8"x6'-8"SINKDWREFKITCHEN9'-4"x8'-6"205640sqft1 BED3'-0"x6'-8"20 min FRSTOR.30'-0"DECK6'-0"x11'-6"5'-0"x6'-8"BIFOLDSHWCPTAC DINING8'-6"x8'-6"CLOSET6'-0"x6'-8"SLIDER5'-0"x6'-8"SLIDER2'-8"x6'-8"2'-8"x6'-8"2'-0"x6'-8"(2)3'-0"x5'-0" SH3'-0"x5'-0" SH 5'-0"x5'-0" SLIDE29'-0"30'-0"SINKDWREFKITCHEN9'-4"x8'-6"LIVING11'-2"x13'-6"DECK6'-0"x11'-6"3'-0"x6'-8"12 LITE3'-0"x6'-8"20 min FRCLOSETCLOSETWASHERDRYERBEDROOM 112'-5"x12'-8"BATHROOM5'-5"x9'-8"BEDROOM 110'-3"x11'-8"202830sqft2 BED3'-0"x6'-8"STOR.3'-0"x6'-8"3'-0"x6'-8"CLOSET/PANTRY6'-0"x6'-8"BIFOLDSBTHHWCBATH11'-5"x5'-6"LIVING11'-8"x11'-6"WASHERDRYER4'-0"x5'-0" SLIDE WC48" VANITYBEDROOM11'-11"x9'-10"3'-0"x5'-0" SH2'-8"x6'-8"2'-8"x6'-8"PTACDINING7'-6"x8'-6"W.I.C.4'-11"x6'-11"CLOSETLINEN22'-6"4'-0"x6'-8"5'-0"x6'-8"DBL BIFOLDS24"x80"3'-0"x6'-8"12 LITE 2'-8"x6'-8"SINKDWREFKITCHEN9'-4"x8'-6"201640sqft1 BED3'-0"x6'-8"20 min FR(2)3'-0"x5'-0" SH(2)3'-0"x5'-0" SH3'-0"x5'-0" SH2'-6"x4'-0" SH2'-6"x4'-0" SH3'-0"x5'-0" SH51'-512"14'-8"11'-4"3'-0"3'-0"11'-4"8'-112"29'-0"22'-512" 51'-512" 14'-8"11'-4"3'-0"3'-0"11'-4"8'-112" 29'-0"22'-512" 18 RISERSDN 18 RISERS UP18 RISERSDN2'-8"x6'-8"STOR.2'-8"x6'-8"2'-8"x6'-8" 2'-8"x6'-8"2'-8"x6'-8"2'-8"x6'-8"2'-8"x6'-8"2'-8"x6'-8"2'-8"x6'-8" 2'-8"x6'-8"2'-8"x6'-8"ROOFBELOW12:6 FALLROOFBELOW12:6 FALLROOFBELOW12:6 FALLROOFBELOW12:6 FALLROOFBELOW12:6 FALLROOFBELOW12:6 FALLGENERAL NOTES:1. GENERAL CONTRACTOR SHALL VERIFY AND COORDINATEDIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANYWORK OR FABRICATION AND NOTIFY ARCHITECT OF ANYDISCREPANCIES.2. CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORINGDURING CONSTRUCTION.3. CONTRACTOR TO SUBMIT A REQUEST TO ARCHITECT FOR ANYSUBSTITUTION OF MATERIALS OR PRODUCTS SPECIFIED ON DRAWINGS.4. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENTLY ADOPTEDINTERNATIONAL BUILDING CODE (IBC 2018).5. IBC 1013.8 WINDOW SILLS. IN OCCUPANCY R-2 AND R-3, ONE ANDTWO FAMILY AND MULTIPLE FAMILY DWELLINGS, WHERE THE OPENINGOF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATED MORETHAT 72 INCHES ABOVE THE FINISHED GRADE OR OTHER SURFACEBELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOWSHALL BE AT A HEIGHT NOT LESS THAN 36 INCHES ABOVE THE FINISHEDFLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED.GLAZING BETWEEN THE FLOOR AND HEIGHT OF 36 INCHES SHALL BEFIXED, HAVE OPENINGS THROUGH WHICH A 4 INCH SPHERE CANNOTPASS, OR HAVE WINDOWS W/OPENING CENTRAL DEVICES. (PER IBC1013.8.1.)6. DO NOT PENETRATE ONE HOUR WALLS W/ PLUMBING LINES. ROUTETHROUGH UNIT SIDE FLOORS IN BATHROOMS & LAUNDRY ROOMS.7. DIMENSIONS:A) DIMENSIONS ON DRAWINGS ARE TO GRID LINES, FACE OF STUDSOR CENTER LINE OF COLUMNS TYP, UNLESS OTHERWISE NOTED.B) DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONSOR DETAILS ARE TO BE CENTERED BETWEEN ADJACENT WALLS.DOORS & WINDOWS ADJACENT TO ONE WALL, BUT NOTDIMENSIONED, SHALL BE LOCATED WITH DOOR OPENING OROUTSIDE OF WINDOW FRAME 4" FROM FACE OF ADJACENT WALL.WHERE SPATIALLY POSSIBLE, LOCATE DOOR OPENING 512" FROMFACE OF ADJACENT WALL.C) VERIFY ALL DIMENSIONS AND CONDITIONS AND NOTIFYARCHITECT OF ALL DISCREPANCIES PRIOR TO PROCEEDING WITHWORK.8. PROVIDE SUPPLEMENTAL HEATING TO BEDROOMS & BATHROOMS.9. SHOWN ON THESE DRAWINGS IS THE ARCHITECTURALDRAWING DATUM POINT. SEE CIVIL GRADING PLANS FOR EQUIVALENTSURVEYED ELEVATION.100'-0"WALL LEGEND:2x4 INTERIOR NON-LOAD BEARING.2x6 EXTERIOR WALL (ALL EXTERNALWALLS ASSUMED TO BE LOAD BEARING)1HR FIRE RATED WALL.INTERNAL LOAD BEARING WALL.²²²²²²²²²²²A1.2SCALE:SECOND FLOOR PLAN1/4" : 1'-0"1SECOND FLOOR PLAN--& ASSOCIATESARCHITECTURE Missoula, MontanaHOFFMANNMORGAN123 N. 2nd St W, Suite 1(406) 728-884759802& PLANNINGAND ASSOC.HOFFMANN MORGANCOPYRIGHT 2021©MICHAEL D.MORGAN16831MISSOULA MT.Sheet #:Set I.D.:Date:Project #:Checked By:Drawn By:Rev#Discription:Date:By: All drawing files received from Hoffmann Morgan & Associates (HMA) are for use by the primary receiver only and are not to be disbursed to any other party(s) under any circumstances. All files provided from HMA shall be considered "as is" only. HMA produced drawings may not be 3rd party modified in any way. Any 3rdparty usage of drawing files originally produced by HMA shall null and void any contractual obligations and/or liabilities associated with HMA Hoffmann Morgan & Associates P.C. expressly reserves its common law copyright and other property rights in these documents. These documents are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any 3rd party without first obtaining the expressed written permission and consent from Hoffmann Morgan & Associates. LIC E NCED ARCHITECTSTATE OF MONTA N A TROUT MEADOWS BOZEMAN, MONTANAHMAM. MORGAN2002708-05-21DESIGNDEVELOPMENTPH-3 SOUTH -- ABCDEFG123645RANGEREFSINKDWPANTRYDRYERWASHERBEDROOM 110'-3"x11'-6"WIC6'-10"x5'-5"ENSUITE10'-3"x5'-5"LIVING12'-11"x12'-6"KITCHEN11'-4"x8'-10"BATH5'-6"x9'-5"BEDROOM 210'-2"x10'-11"3'-0"x5'-0" SH3'-0"x5'-0" SHHWCLINENCOATS3'-0"x6'-8"20min FR1'-8"x6'-8"2'-8"x6'-8" 5'-0"x6'-8" DBL BIFOLDS 2'-8"x6'-8"3'-0"x6'-8"3'-0"x6'-8"12 LITE2'-8"x6'-8"DINING12'-11"x7'-6"303883sqft2 BEDPTAC8'-0"x5'-0"CENTER PICTURERANGEREFSINKDWPANTRYDRYERWASHERBEDROOM 110'-3"x11'-6"WIC6'-10"x5'-5"ENSUITE10'-3"x5'-5"LIVING12'-11"x12'-6"KITCHEN11'-4"x8'-10"BATH5'-6"x9'-5"BEDROOM 210'-2"x10'-11"3'-0"x5'-0" SH3'-0"x5'-0" SHHWCLINENCOATS3'-0"x6'-8"20min FR1'-8"x6'-8"5'-0"x6'-8" DBL BIFOLDS 3' - 0 " x 6 ' - 8 "3'-0"x6'-8"12 LITEDINING12'-11"x7'-6"304883sqft2 BEDPTAC8'-0"x5'-0"CENTER PICTURE3'-0"x6'-8"20min FRSTOR.5'-0"x6'-8"SLIDER5'-0"x6'-8"SLIDER(2) 3'-0"x6'-8"20min FR150'-0"10'-0"35'-0"35'-0"10'-0"STOR.30'-0"DECK6'-0"x11'-6"5'-0"x6'-8"BIFOLDSHWCPTACDINING8'-6"x8'-6"CLOSET6'-0"x6'-8"SLIDER5'-0"x6'-8"SLIDER2'-0"x6'-8"(2)3'-0"x5'-0" SH3'-0"x5'-0" SH5'-0"x5'-0" SLIDE29'-0"30'-0"SINKDWREFKITCHEN9'-4"x8'-6"LIVING11'-2"x13'-6"DECK6'-0"x11'-6"3'-0"x6'-8"12 LITE3'-0"x6'-8"20 min FRCLOSETCLOSETWASHERDRYERBEDROOM 112'-5"x12'-8"BATHROOM5'-5"x9'-8"BEDROOM 110'-3"x11'-2"306830sqft2 BED3'-0"x6'-8"STOR.3'-0"x6'-8"3'-0"x6'-8"CLOSET/PANTRY6'-0"x6'-8"BIFOLDSDECK10'-3"x5'-6"DECK10'-3"x5'-6"BTHHWCBATH11'-5"x5'-6"LIVING11'-8"x11'-6"WASHERDRYER5'-0"x4'-0" SLIDE WC48" VANITYBEDROOM11'-11"x9'-10"3'-0"x5'-0" SHPTACDINING7'-6"x8'-6"W.I.C.4'-11"x6'-11"CLOSETLINEN22'-6"4'-0"x6'-8"5'-0"x6'-8"DBL BIFOLDS24"x80"3'-0"x6'-8" 12 LITE 2'-8"x6'-8"SINKDWREFKITCHEN9'-4"x8'-6"305640sqft1 BED3'-0"x6'-8"20 min FRSTOR.30'-0"DECK6'-0"x11'-6"5'-0"x6'-8"BIFOLDSHWCPTAC DINING8'-6"x8'-6"CLOSET6'-0"x6'-8"SLIDER5'-0"x6'-8"SLIDER2'-8"x6'-8"2'-8"x6'-8"2'-0"x6'-8"(2)3'-0"x5'-0" SH3'-0"x5'-0" SH 5'-0"x5'-0" SLIDE29'-0"30'-0"SINKDWREFKITCHEN9'-4"x8'-6"LIVING11'-2"x13'-6"DECK6'-0"x11'-6"3'-0"x6'-8"12 LITE3'-0"x6'-8"20 min FRCLOSETCLOSETWASHERDRYERBEDROOM 112'-5"x12'-8"BATHROOM5'-5"x9'-8"BEDROOM 110'-3"x11'-8"302830sqft2 BED3'-0"x6'-8"STOR.3'-0"x6'-8"3'-0"x6'-8"CLOSET/PANTRY6'-0"x6'-8"BIFOLDSBTHHWCBATH11'-5"x5'-6"LIVING11'-8"x11'-6"WASHERDRYER4'-0"x5'-0" SLIDE WC48" VANITYBEDROOM11'-11"x9'-10"3'-0"x5'-0" SH2'-8"x6'-8"2'-8"x6'-8"PTACDINING7'-6"x8'-6"W.I.C.4'-11"x6'-11"CLOSETLINEN22'-6"4'-0"x6'-8"5'-0"x6'-8"DBL BIFOLDS24"x80"3'-0"x6'-8"12 LITE 2'-8"x6'-8"SINKDWREFKITCHEN9'-4"x8'-6"301640sqft1 BED3'-0"x6'-8"20 min FR(2)3'-0"x5'-0" SH(2)3'-0"x5'-0" SH3'-0"x5'-0" SH2'-6"x4'-0" SH2'-6"x4'-0" SH3'-0"x5'-0" SH51'-512"14'-8"11'-4"3'-0"3'-0"11'-4"8'-112"29'-0"22'-512" 51'-512" 14'-8"11'-4"3'-0"3'-0"11'-4"8'-112" 29'-0"22'-512" 18 RISERSDN2'-8"x6'-8"STOR.2'-8"x6'-8"2'-8"x6'-8" 2'-8"x6'-8"2'-8"x6'-8"2'-8"x6'-8"2'-8"x6'-8"2'-8"x6'-8"2'-8"x6'-8" 2'-8"x6'-8"2'-8"x6'-8" 18 RISERSDNGENERAL NOTES:1. GENERAL CONTRACTOR SHALL VERIFY AND COORDINATEDIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANYWORK OR FABRICATION AND NOTIFY ARCHITECT OF ANYDISCREPANCIES.2. CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORINGDURING CONSTRUCTION.3. CONTRACTOR TO SUBMIT A REQUEST TO ARCHITECT FOR ANYSUBSTITUTION OF MATERIALS OR PRODUCTS SPECIFIED ON DRAWINGS.4. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENTLY ADOPTEDINTERNATIONAL BUILDING CODE (IBC 2018).5. IBC 1013.8 WINDOW SILLS. IN OCCUPANCY R-2 AND R-3, ONE ANDTWO FAMILY AND MULTIPLE FAMILY DWELLINGS, WHERE THE OPENINGOF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATED MORETHAT 72 INCHES ABOVE THE FINISHED GRADE OR OTHER SURFACEBELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOWSHALL BE AT A HEIGHT NOT LESS THAN 36 INCHES ABOVE THE FINISHEDFLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED.GLAZING BETWEEN THE FLOOR AND HEIGHT OF 36 INCHES SHALL BEFIXED, HAVE OPENINGS THROUGH WHICH A 4 INCH SPHERE CANNOTPASS, OR HAVE WINDOWS W/OPENING CENTRAL DEVICES. (PER IBC1013.8.1.)6. DO NOT PENETRATE ONE HOUR WALLS W/ PLUMBING LINES. ROUTETHROUGH UNIT SIDE FLOORS IN BATHROOMS & LAUNDRY ROOMS.7. DIMENSIONS:A) DIMENSIONS ON DRAWINGS ARE TO GRID LINES, FACE OF STUDSOR CENTER LINE OF COLUMNS TYP, UNLESS OTHERWISE NOTED.B) DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONSOR DETAILS ARE TO BE CENTERED BETWEEN ADJACENT WALLS.DOORS & WINDOWS ADJACENT TO ONE WALL, BUT NOTDIMENSIONED, SHALL BE LOCATED WITH DOOR OPENING OROUTSIDE OF WINDOW FRAME 4" FROM FACE OF ADJACENT WALL.WHERE SPATIALLY POSSIBLE, LOCATE DOOR OPENING 512" FROMFACE OF ADJACENT WALL.C) VERIFY ALL DIMENSIONS AND CONDITIONS AND NOTIFYARCHITECT OF ALL DISCREPANCIES PRIOR TO PROCEEDING WITHWORK.8. PROVIDE SUPPLEMENTAL HEATING TO BEDROOMS & BATHROOMS.9. SHOWN ON THESE DRAWINGS IS THE ARCHITECTURALDRAWING DATUM POINT. SEE CIVIL GRADING PLANS FOR EQUIVALENTSURVEYED ELEVATION.100'-0"WALL LEGEND:2x4 INTERIOR NON-LOAD BEARING.2x6 EXTERIOR WALL (ALL EXTERNALWALLS ASSUMED TO BE LOAD BEARING)1HR FIRE RATED WALL.INTERNAL LOAD BEARING WALL.²²²²²²²²²²²A1.3SCALE:THIRD FLOOR PLAN1/4" : 1'-0"1THIRD FLOOR PLAN--& ASSOCIATESARCHITECTURE Missoula, MontanaHOFFMANNMORGAN123 N. 2nd St W, Suite 1(406) 728-884759802& PLANNINGAND ASSOC.HOFFMANN MORGANCOPYRIGHT 2021©MICHAEL D.MORGAN16831MISSOULA MT.Sheet #:Set I.D.:Date:Project #:Checked By:Drawn By:Rev#Discription:Date:By: All drawing files received from Hoffmann Morgan & Associates (HMA) are for use by the primary receiver only and are not to be disbursed to any other party(s) under any circumstances. All files provided from HMA shall be considered "as is" only. HMA produced drawings may not be 3rd party modified in any way. Any 3rdparty usage of drawing files originally produced by HMA shall null and void any contractual obligations and/or liabilities associated with HMA Hoffmann Morgan & Associates P.C. expressly reserves its common law copyright and other property rights in these documents. These documents are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any 3rd party without first obtaining the expressed written permission and consent from Hoffmann Morgan & Associates. LIC E NCED ARCHITECTSTATE OF MONTA N A TROUT MEADOWS BOZEMAN, MONTANAHMAM. MORGAN2002708-05-21DESIGNDEVELOPMENTPH-3 SOUTH -- ROOF VENTILATION (1202.2):GENERAL NOTES:ABCDEFG123645LINE OF DRAFT STOP / SHEAR WALL TO ROOFAREA OF DRAFTSTOP= 1,814sqftREQ'D VENTING1:150 = 12.1sqftAREA OF DRAFTSTOP= 1,910sqftREQ'D VENTING1:150 = 12.7sqft6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALL6:12FALLLINE OF DRAFT STOP / SHEAR WALL TO ROOF AREA OF DRAFTSTOP= 1,814sqftREQ'D VENTING1:150 = 12.1sqft6:12FALL6:12FALLA1.4--& ASSOCIATESARCHITECTURE Missoula, MontanaHOFFMANNMORGAN123 N. 2nd St W, Suite 1(406) 728-884759802& PLANNINGAND ASSOC.HOFFMANN MORGANCOPYRIGHT 2021©MICHAEL D.MORGAN16831MISSOULA MT.Sheet #:Set I.D.:Date:Project #:Checked By:Drawn By:Rev#Discription:Date:By: All drawing files received from Hoffmann Morgan & Associates (HMA) are for use by the primary receiver only and are not to be disbursed to any other party(s) under any circumstances. All files provided from HMA shall be considered "as is" only. HMA produced drawings may not be 3rd party modified in any way. Any 3rdparty usage of drawing files originally produced by HMA shall null and void any contractual obligations and/or liabilities associated with HMA Hoffmann Morgan & Associates P.C. expressly reserves its common law copyright and other property rights in these documents. These documents are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any 3rd party without first obtaining the expressed written permission and consent from Hoffmann Morgan & Associates. LIC E NCED ARCHITECTSTATE OF MONTA N A TROUT MEADOWS BOZEMAN, MONTANAHMAM. MORGAN2002703-14-2022CONCEPTREVIEW PKGPH-3 NORTH -- ABCDEFGFACADE 1FACADE 2FACADE 3FACADE 4FACADE ARTICULATION METHODS:1 - WINDOWS2 - MATERIAL CHANGES3 - WEATHER PROTECTION FEATURESFACADE ARTICULATION METHODS:1 - WINDOWS2 - CHANGE IN ROOFLINE3 - MATERIAL CHANGESFACADE ARTICULATION METHODS:1 - WINDOWS2 - MATERIAL CHANGES3 - WEATHER PROTECTION FEATURESFACADE ARTICULATION METHODS:1 - WINDOWS2 - CHANGE IN ROOFLINE3 - MATERIAL CHANGES125125126126125126125126E.05E.05E.05E.05E.03E.01E.10E.10E.10E.10E.10E.02E.04E.07E.09TYPTYPE.07E.09TYPTYPE.06TYPE.06TYPE.06TYPE.06TYPE.07E.09TYPTYPE.03E.01E.02E.07E.09TYPTYPE.07E.09TYPTYPE.06TYPE.06TYPE.06TYPE.06TYPE.07E.09TYPTYPE.09TYPE.09TYPE.09TYPE.09TYPE.04E.02E.0212345639'-314"126126126126126E.07E.09TYPTYPE.07E.09TYPTYPE.09TYPE.09TYPE.01E.04E.09TYPE.06TYPE.06TYPE.08E.09TYPTYPE.12E.06TYPE.06TYPE.08E.09TYPTYPE.10E.10E.12E.03E.03E.01FINISH SCHEDULEMRK/REFDESCRIPTIONMATERIAL/FINISHMANUFACTURERMFR #COLORE.01LAP SIDINGCEMENT FIBER, 7" EXPOSUREHARDIECEDARMILLBOOTHBAY BLUEE.02LAP SIDINGCEMENT FIBER, 7" EXPOSUREHARDIECEDARMILLHEATHERED MOSSE.03BOARD & BATTENSIDINGCEMENT FIBER, 212" BATTENS @ 16" O.C.HARDIECEDARMILLNAVAJO BEIGEE.04SHINGLE SIDINGCEMENT FIBER, STRAIGHT EDGEHARDIECEDARMILLKHAKI BROWNE.05BOARD & BATTENSIDINGCEMENT FIBER, 212" BATTENS @ 16" O.C.HARDIECEDARMILLBOOTHBAY BLUEE.06GUARDRAILSALUMINUMBLACKE.07WINDOWSVINYLALMONDE.08EXTERIOR DOORSFIBERGLASSALMONDE.09TRIMCEMENT FIBERHARDIEARCTIC WHITEE.10SHINGLE ROOFASPHALTCHARCOALE.11SHINGLE SIDINGCEMENT FIBER, STRAIGHT EDGEHARDIECEDARMILLBOOTHBAY BLUEE.12STONE VENEERMATCH EXISTINGMATCH EXISTINGSCALE:SOUTH ELEVATION (BLOCK FRONTAGE)3/16" - 1'-0"1SCALE:WEST ELEVATION3/16" - 1'-0"2--& ASSOCIATESARCHITECTURE Missoula, MontanaHOFFMANNMORGAN123 N. 2nd St W, Suite 1(406) 728-884759802& PLANNINGAND ASSOC.HOFFMANN MORGANCOPYRIGHT 2021©MICHAEL D.MORGAN16831MISSOULA MT.Sheet #:Set I.D.:Date:Project #:Checked By:Drawn By:Rev#Discription:Date:By: All drawing files received from Hoffmann Morgan & Associates (HMA) are for use by the primary receiver only and are not to be disbursed to any other party(s) under any circumstances. All files provided from HMA shall be considered "as is" only. HMA produced drawings may not be 3rd party modified in any way. Any 3rdparty usage of drawing files originally produced by HMA shall null and void any contractual obligations and/or liabilities associated with HMA Hoffmann Morgan & Associates P.C. expressly reserves its common law copyright and other property rights in these documents. These documents are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any 3rd party without first obtaining the expressed written permission and consent from Hoffmann Morgan & Associates. LIC E NCED ARCHITECTSTATE OF MONTA N A TROUT MEADOWS BOZEMAN, MONTANAHMAM. MORGAN2002708-05-21DESIGNDEVELOPMENTPH-3 SOUTH --A2.1 FDEGCBA40'-812" 40'-3"126126126126126126126126E.09TYPE.09TYPE.10E.10E.10E.10E.01E.01E.11E.11E.03E.03E.03E.03E.03E.03E.03E.12E.03E.12E.12E.12E.03E.07E.09TYPTYPE.07E.09TYPTYPE.03FACADE 1FACADE 2FACADE ARTICULATION METHODS:1 - WINDOWS2 - CHANGE IN ROOFLINE3 - MATERIAL CHANGESFACADE ARTICULATION METHODS:1 - WINDOWS2 - CHANGE IN ROOFLINE3 - MATERIAL CHANGES12345639'-314"126126126126126E.07E.09TYPTYPE.07E.09TYPTYPE.09TYPE.09TYPE.01E.04E.01E.09TYPE.06TYPE.06TYPE.08E.09TYPTYPE.12E.06TYPE.06TYPE.08E.09TYPTYPE.10E.10E.12E.03E.03FINISH SCHEDULEMRK/REFDESCRIPTIONMATERIAL/FINISHMANUFACTURERMFR #COLORE.01LAP SIDINGCEMENT FIBER, 7" EXPOSUREHARDIECEDARMILLBOOTHBAY BLUEE.02LAP SIDINGCEMENT FIBER, 7" EXPOSUREHARDIECEDARMILLHEATHERED MOSSE.03BOARD & BATTENSIDINGCEMENT FIBER, 212" BATTENS @ 16" O.C.HARDIECEDARMILLNAVAJO BEIGEE.04SHINGLE SIDINGCEMENT FIBER, STRAIGHT EDGEHARDIECEDARMILLKHAKI BROWNE.05BOARD & BATTENSIDINGCEMENT FIBER, 212" BATTENS @ 16" O.C.HARDIECEDARMILLBOOTHBAY BLUEE.06GUARDRAILSALUMINUMBLACKE.07WINDOWSVINYLALMONDE.08EXTERIOR DOORSFIBERGLASSALMONDE.09TRIMCEMENT FIBERHARDIEARCTIC WHITEE.10SHINGLE ROOFASPHALTCHARCOALE.11SHINGLE SIDINGCEMENT FIBER, STRAIGHT EDGEHARDIECEDARMILLBOOTHBAY BLUEE.12STONE VENEERMATCH EXISTINGMATCH EXISTINGSCALE:NORTH ELEVATION3/16" - 1'-0"1SCALE:EAST ELEVATION (BLOCK FRONTAGE)3/16" - 1'-0"2--& ASSOCIATESARCHITECTURE Missoula, MontanaHOFFMANNMORGAN123 N. 2nd St W, Suite 1(406) 728-884759802& PLANNINGAND ASSOC.HOFFMANN MORGANCOPYRIGHT 2021©MICHAEL D.MORGAN16831MISSOULA MT.Sheet #:Set I.D.:Date:Project #:Checked By:Drawn By:Rev#Discription:Date:By: All drawing files received from Hoffmann Morgan & Associates (HMA) are for use by the primary receiver only and are not to be disbursed to any other party(s) under any circumstances. All files provided from HMA shall be considered "as is" only. HMA produced drawings may not be 3rd party modified in any way. Any 3rdparty usage of drawing files originally produced by HMA shall null and void any contractual obligations and/or liabilities associated with HMA Hoffmann Morgan & Associates P.C. expressly reserves its common law copyright and other property rights in these documents. These documents are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any 3rd party without first obtaining the expressed written permission and consent from Hoffmann Morgan & Associates. LIC E NCED ARCHITECTSTATE OF MONTA N A TROUT MEADOWS BOZEMAN, MONTANAHMAM. MORGAN2002708-05-21DESIGNDEVELOPMENTPH-3 SOUTH --A2.2 Copyright © 2022Fussell Engineering Company, Inc.This document, whether in hard copy or machine readable format, is copyrighted and is an instrument of Services in respect to the project for which it was prepared. This document is not intended or authorized for reuse by any party on extensions of such project or any other project. Any reuse, to include copying of any or all portions, and/or modifying the document, without written permission from Fussell Engineering for the specific purpose intended is a violation of federal copyright law. Unauthorized use of this material may result in civil and/or criminal penalties. SCALE: 1 INCH = 20 FEET AT PDF PRINTED AT 100% 0 10' 20’ 40’ 60’ 030922 0.10.51.00.10.10.51.00.1PL-1 0.10.51.00.10.10.51.00.10.10.51.00.10.10.51.00.10.10.51.00.10.10.51.00.1PL-1 PL-1PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 0.10.51.00.1PL-1 0.10.51.00.1PL-1 0.10.51.00.1PL-1 0.10.51.00.1PL-1 0.1 0.5 1.0 0.1 1.0 0.5 THE PHOTOMETRY USED ON THIS SHEET IS AN ISO-FOOTCANDLE TABULATION OF THE ACTUAL PERFORMANCE OF THE LIGHT FIXTURE. EACH LINE IS THE ACTUAL LIGHT LEVEL AROUND THE POLE FOR THE LIGHT LEVEL LISTED FOR 0.1,0.5, AND 1.0 FOOT CANDLES. THE GRID IS 15 FEET. THE ISO-FOOT CANDLE METHOD MAKES IT MUCH EASIER TO SEE THE ACTUAL PERFORMANCE OF THE LIGHT FIXTURE. THIS IS WHY THE ISO-FOOTCANDLE METHOD IS USED IN MOST FIXTURE CATALOG SHEET PERFORMANCE DATA SHEETS. NOTICE TO REVIEWER Copyright © 2022Fussell Engineering Company, Inc.This document, whether in hard copy or machine readable format, is copyrighted and is an instrument of Services in respect to the project for which it was prepared. This document is not intended or authorized for reuse by any party on extensions of such project or any other project. Any reuse, to include copying of any or all portions, and/or modifying the document, without written permission from Fussell Engineering for the specific purpose intended is a violation of federal copyright law. Unauthorized use of this material may result in civil and/or criminal penalties. 030922OUTSIDE LIGHTING PARKING LOT LIGHTS GENERAL The contractor furnishes and installs Parking lot Fixture 'PL-1' mounted on steel poles. FIXTURE PACKAGE The contractor shall furnish and install the complete light fixture package including base, base concrete, anchor, pole, pole mounts, and the light fixture. FOUNDATION GENERAL The contractor shall furnish and install concrete foundations for each of the parking lot light fixture poles in accordance with these specifications and the manufacturer’s recommendation. The manufacturer of the pole base should have a bolt pattern for the correct installation of the anchor bolts. Note: Coordination with the general contractor with regards to concrete shall be required to reduce costs. The electrical contractor shall be responsible for seeing that the concrete foundations for lighting fixtures are installed in accordance with the manufacturer's specifications and that anchor bolts as needed are installed in accordance with the manufacturer's template. It is not required that the electrical contractor include the price of installing light fixture foundations in the electrical bid, but rather the electrical contractor is responsible for making sure that the price is included somewhere in the total project bids. CONCRETE SPECIFICATION If the concrete specification for the architectural portion of the project does not apply to the light fixture foundation, the following specification shall govern. Each concrete foundation shall be accordance with the detail located below. The length and width dimensions shall be governed by the manufacturer's recommendation. The manufacturer's template shall be used to position the mounting bolts. The concrete shall be 3000 PSI. The reinforcing rods shall be such that no point of the reinforcing rod is within 6 inches of the concrete surface. The reinforcing rods shall be tacked or wired together. GROUNDING Bond the ground conductor in the Fixture ‘PL-1’ supply branch circuit to the pole base ground lug. FUSING Each parking lot light shall be equipped with individual fusing, one for each hot conductor. STEEL POLE ANCHOR BASE COVER DOUBLE NUTS ON ANCHOR BOLTS. ANCHOR BOLTS PROVIDED AS PART OF FIXTURE. INSTALL BOLTS PER FIXTURE MANUFACTURER’S BOLT PATTERN. CONDUIT AS NOTED DOWN TO DIRECT BURY DEPTH #5 VERTICAL REBAR WITH #4 HORIZONTAL REBAR TIES 12" ON CENTER. FIRST TIE SHALL BE 6" FROM BOTTOM 3000 PSI CONCRETE MINIMUM 2'–6"5'–0"2'–0"3'–0"#6 COPPER GROUND WIRE. DOUBLE LOOP 24" DIA. AT BOTTOM OF CONC. ASPHALT PAVING CONNECT GROUNDING CONDUCTOR TO GROUNDING LUG INSIDE HAND HOLE. GROUT BELOW LEVELING BASE 2" CHAMFER CONCRETE BASE/RUB EXPOSED FACES FOR SMOOTH FINISH. PAINT TRAFFIC WHITE OR YELLOW AS DIRECTED BY ARCHITECT OR ENGINEER POLE BASE DETAIL NOT TO SCALE THE DIAMETER OF THE POLE FOUNDATION MAY BE ADJUSTED UP OR DOWN TO FIT A STANDARD SONOTUBE FORM. VERIFY NEW SIZE WITH PROJECT ENGINEER. FURNISH AND INSTALL SUPPLEMENTAL 5/8" X 8' COPPER CLAD STEEL GROUNDING ROD, BONDED TO POLE BASE GROUND CONDUCTOR 5/8" 8' NOTE THAT LIGHT ENGINE SHALL BE MOUNTED 15 FEET ABOVE GRADE. THIS REQUIRES A 12 FOOT POLE. FIXTURE HEAD TO BE 15 FEET ABOVE GRADE INCLUDING 3 FOOT HIGH CONCRETE BASE. THUS A 12 FOOT LONG POLE.