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Home My WebLink About008 - Existing Floor Plans0'2'4'8'16'8'0'16'32'64'SCALE: 1/16" = 1'-0"SCALE: 1/4" = 1'-0"PRELIMINARY. NOT FOR CONSTRUCTION.DATE:PROJECT #:ORIGINAL DRAWING SIZE: 24" x 36"TRIPP LEWTONTRIPP@HOLDINGGROUNDARCHITECTS.COM406.570.2683M. ETHAN BARLOWETHAN@HOLDINGGROUNDARCHITECTS.COM406.548.2656PO BOX 273, BOZEMAN, MONTANA 59771CONSULTANTSThis drawing is not intended nor shall it be used for construction purposes unless the signed professional stamp of a registered architect employed by Holding Ground Architects llc is affixed above.C:\Users\HGA #3\HOLDING GROUND Dropbox\PROJECTS\20-07 329 N BROADWAY\DRAWINGS\REVIT\329 N BROADWAY - WORKING-current.rvt329 NORTH BROADWAY06/07/2021C0.120-06KRISTEN RAINEYCOVER SHEETCOA SUBMITTAL329 N. BROADWAYBOZEMAN, MT 59715329 NORTH BROADWAY329 NORTH BROADWAY AVE, BOZEMAN, MT 59715NCOA NO. 21-229COA SUBMITTALDATE: 06/07/2021SHEET # SHEET NAMEC0.1 COVER SHEETA0.1 EXISTING SITE PLANA0.2 PROPOSED SITE PLANA0.3 CONCEPTUAL PERSPECTIVESA1.1 PROPOSED BUILDING PLANSA1.2 PROPOSED BUILDING PLANSA3.1 PROPOSED BUILDING ELEVATIONSA3.2 PROPOSED BUILDING ELEVATIONSA3.3 PROPOSED BUILDING ELEVATIONSAB1.1 EXISTING BUILDING PLANSPROPERTY INFORMATIONPROPERTY ADDRESS: 329 NORTH BROADWAY AVE,BOZEMAN, MT 59715-3805LEGAL DESCRIPTION:NORTHERN PACIFIC ADD, S07, T02 S, R06 E, BLOCK 45, Lot 1 - 3, N2 LOT 3 PLAT C-23ZONING DESIGNATION: R-2 (RESIDENTIAL MODERATE DENSITY DISTRICT) FLOOR:(N) GARAGE(N) ADU(N) OFFICE-STUDIO(E) TO-REMAIN DUPLEX(E) TO REMAIN MASONRY SHEDTOTALAREA CALCULATIONSVICINITY MAPPROPERTY LOCATION: 329 N BROADWAYE DAVIS STE FRIDLEY STN BROADWAY AVEOWNER:KRISTEN RAINEY329 NORTH BROADWAY AVENUEBOZEMAN, MONTANA 59715KMRAINEY@GMAIL.COM; 503.928.1500ARCHITECT:HOLDING GROUND ARCHITECTS LLCPO BOX 273BOZEMAN, MONTANA 59771406.570.2683TRIPP LEWTONTRIPP@HOLDINGGROUNDARCHITECTS.COM406.570.2683M. ETHAN BARLOWETHAN@HOLDINGGROUNDARCHITECTS.COM406.548.2656STRUCTURAL ENGINEER:TBDPROJECT TEAMSHEET LIST2018 INTERNATIONAL BUILDING CODE2018 INTERNATIONAL RESIDENTIAL CODE2018 INTERNATIONAL EXISTING BUILDING CODE2018 INTERNATIONAL MECHANICAL CODE2018 INTERNATIONAL FUEL GAS CODE2018 UNIFORM PLUMBING CODE2017 NATIONAL ELECTRICAL CODECURRENT APPLICABLE CODESABACIADADDT’LADJAFFAHUALTALUMAPARCHASPHASSYASTMANCHOR BOLTAMERICAN CONCRETE INSTITUTEAREA DRAINADDITIONAL AJUSTABLEABOVE FINISHED FLOORAIR HANDLING UNITALTERNATEALUMINUMACCESS PANELARCHITECT, ARCHITECTURALASPHALTASSEMBLYAMERICAN SOCIETY OF TESTING & MATERIALSBDBLDGBLKGBMBOTB.O.BSMTBTWNBOARDBUILDINGBLOCKINGBEAMBOTTOMBOTTOM OFBASEMENTBETWEENCER. T or CTCIPC/L or CLCLRCJCLGCLRCMUC.O.COLCOMMCONCCONFIGCONSTCONTCONTRCOORDCORRCPTCTRCERAMIC TILECAST-IN-PLACECENTER LINECLEARCONTROL JOINTCEILINGCLEARCONCRETE MASONRY UNITCLEANOUTCOLUMNCOMMUNICATIONSCONCRETECONFIGUATIONCONSTRUCTIONCONTINUOUSCONTRACTORCOORDINATECORRIDORCARPETCOUNTERDBLDNDETDIADIMDPDRDWG (S)DOUBLEDOWNDETAILDIAMETERDIMENSIONDAMPERPROOFINGDOORDRAWING (S)EAEFEIFSELECELEV or ELENCLEQEQUIPEXIST or (E)EXTEACHEXHAUST FANEXTERIOR INSULATION FINISH SYSTEMELECTRIC/ELECTRICALELEVATIONENCLOSUREEQUALEQUIPMENTEXISTINGEXTERIORFDFPFFFINF& IFL or FLRFND’NFOSFRFRMFTFTGFLOOR DRAINFIREPLAEFINISHED FLOORFINISHEDFURNISH(ED) & INSTALLFLOOR FOUNDATIONFACE OF STUDFIRE RATEDFRAMEFOOT/FEETFOOTINGGAGALV.GFCIGLGLU LAM OR GLBGWBGWB-PGAUGEGALVANIZEDGROUND FAULT CIRCUIT INTERRUPTERGLASSGLUE LAMINATED BEAMGYMPSUM WALL BOARDGYPSUM WALL BOARD PAINTEDHBHDWREHDRHORIZHRHSHTHVACHRVHWHHOSE BIBHARDWAREHEADERHORIZONTALHANDRAILHOLLOW STEELHEIGHTHEATING, VENTILATION, & AIR COND.HEAT RECOVERY VENTILATORHOT WATER HEATERINCLINDIC.INSULINTINCLUDE, INCLUDINGINDICATE(D)INSULATIONINTERIORJSTLAVLTLAVATORYLIGHTMASMAXMECHMEZZMFR/MANUFMHMINMISCMLWKMO MTDMTLMASONRYMAXIMUMMECHANICALMEZZANINEMANUFACTURERMANHOLEMINIMUMMISCELLANEOUSMILLWORKMASONRY OPENINGMOUNTEDMETAL(N)NO or #NICNTSNEWNUMBERNOT IN CONTRACTNOT TO SCALEOCOFCIOFCOHOWSJON CENTEROWNER FURNISHED, CONTRACTOR INSTALLEDOFFICEOVERHEADOPEN WEB STEEL JOISTPART’NPCPERFPMFRPLPLYWDP/PTG/PTDPREFABPREFINPARTITIONPRECASTPERFORATEDPER MANUFACTURER'S RECOMMENDATIONSPLATE/PROPERTY LINEPLYWOODPAINTINGPREFABRICATEDPREFINISISHEDQTQUARRY TILERARADRDREFREFRREINFREQDRETREVRFGRIRMRORETURN AIRRADIUSROOF DRAINREFERENCEREFRIDGERATORREINFORCINGREQUIREDRETAININGREVISIONROOFINGRIGID INSULATIONROOMROUGH OPENINGSAMSADSCHEDSECTSFSHLVSHTSMSHWRSIMSJSPECSQSSDSTSTDSTSTSTORSTRUCTSURFSUSPSUBFLRSELF ADHERING MEMBRANESEE ARCHITECTURAL DRAWINGSSCHEDULESECTIONSQUARE FOOTSHELVESSHEETSHEET METALSHOWERSIMILARSEISMIC JOINTSPECIFICATIONSQUARESEE STRUCTURAL DRAWINGSSTEELSTANDARDSTAINLESS STEELSTORAGESTRUCTURE/STRUCTURALSURFACESUSPENDED, SUSPENSIONSUBFLOORT&GTELTERRTHKT.O.T.O.FTGTRTSTYPTONGUE & GROOVETELEPHONETERRAZZOTHICKTOP OFTOP OF FOOTINGTREADTUBULAR STEELTYPICALUNFINUNOUGUNFINISHEDUNLESS NOTED OTHERWISEUNDERGROUNDVBVERTVIFVAPOR BARRIERVERTICALVERIFY IN FIELDW/WCWRBWDWFWPWSPWTWWFWITHWATER CLOSETWATER RESISTANT BARRIERWOODWIDE FLANGEWATERPROOF, WATER PROOFINGWET SANDPIPEWEIGHTWELDED WIRE FABRICYDYARDJOISTLIST OF ABBREVIATIONSGENERAL NOTES1) VERIFY ALL CONDITIONS IN THE FIELD COVERING OR AFFECTING THE WORK PRIOR TO SUBMITTING BID OR BEGINNING WORK. OBTAIN & VERIFY DIMENSIONS TO ENSURE PROPER LOCATION W/ RESPECT TO EXISTING BUILDINGS & REPORT TO ARCHITECT ALL CONDITIONS WHICH MAY INTERFERE W/ OR OTHERWISE AFFECT PROPER COMPLETION OF THE WORK.2) ALL DIMENSIONS PROVIDED ARE TO FACE OF FRAME, UNO. USE WRITTEN DIMENSIONS ONLY. DO NOT USE SCALED DIMENSIONS. WHERE NO DIMENSION IS PROVIDED, CONSULT THE ARCHITECT OR ENGINEER FOR CLARIFICATION BEFORE PROCEEDING W/ THE WORK.3) THE DESIGN, ADEQUACY & SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR & HAS NOT BEEN CONSIDERED BY THE ARCHITECT OR ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE COMPLETION OF ALL SHEAR WALLS, ROOF & FLOOR DIAPHRAGMS & FINISH MATERIALS.4) CHECK & APPROVE SHOP DRAWINGS PRIOR TO SUBMITTING FOR ARCHITECTURAL & ENGINEERING REVIEW. EACH SUBCONTRACTOR SHALL VERIFY & COORDINATE RELATED DIMENSIONS & DETAILS W/ THE GENERAL CONTRACTOR.5) GENERAL NOTES SHALL NOT SUBSTITUTE FOR SPECIFICATIONS. CONFLICTS BETWEEN THE TWO SHALL BE BROUGHT TO THE ARCHITECT’S NOTICE OR THE STRICTER CRITERIA SHALL BE USED.6) THE CONTRACTOR SHALL SCHEDULE & COORDINATE ALL REQUIRED INSPECTIONS FROM THE APPROPRIATEREGULATORY AGENCIES.7) THE CONTRACTOR SHALL SUBMIT COPIES OF INSPECTION REPORTS FOR ALL REQUIRED INSPECTIONS TO THE ARCHITECT.8) OBTAIN ALL PERMITS & PAY ALL FEES REQUIRED BY LOCAL LAWS, ORDINANCES & REGULATIONS PERTAINING TO THIS WORK.9) EXISTING BURIED UTILITY LINES OTHER THAN THOSE INDICATED IN THE DRAWINGS MAY EXIST ON THE SITE. THE CONTRACTOR IS ADVISED TO PROCEED W/ CAUTION DURING ALL EXCAVATION WORK. MAKE ALL POSSIBLE INVESTIGATIONS AS TO LOCATIONS OF UNMARKED LINES.10) THE CONTRACTOR SHALL INSTITUTE & MAINTAIN SAFETY MEASURES & PROVIDE ALL EQUIPMENT OR TEMPORARY CONSTRUCTION TO SAFEGUARD ALL PERSONS & PROPERTY AFFECTED BY HIS OPERATION.11) WHERE NECESSARY, PROVIDE TEMPORARY FENCING & ENCLOSURES AROUND THE SITE FOR PROTECTION OF THE PUBLIC SAFETY.* AREA CALCULATIONS BASED ON GROSS SQ.FT.** NO PROPOSED CHANGES EXISTING:0001,5702161,786 PROPOSED:3925082131,5702162,899LOT COVERAGE CALCULATIONS BUILDING:(N) GARAGE(N) OFFICE-STUDIO(E) TO-REMAIN HOUSE(E) TO-REMAIN MASONRY SHEDTOTAL FOOTPRINT (SF):3922131,1142161,935PROPOSED DESIGN IS < 40% (MAX. ALOWABLE IN R-2 ZOING PER TABLE 38.320.030.C)LOT AREA:8,946 SFLOT COVERAGE: 21% (1,935 / 8,946)PLUM AVEE FRIDLEY ST#DESCRIPTIONDATEN (E) STEPSPROPERTY LINE (142.14')PROPERTY LINE (142' - 0")PROPERTY LINE (62' - 0")PROPERTY LINE (62.77')EXISTING SHED TO REMAIN (E) OH COMMUNICATIONS(E) OH ELECT(E) OH COMMUNICATIONS(E) UG GAS SERVICE(E) DECK(E) PLANTER(E) BASEMENT ACCESS(E) GATE(E) FENCE(E) GATE(E) FENCEFRONT YARD SETBACK15'-0"NORTH SIDE YARD15'-0"SIDE YARD5'-0"329 N BROADWAY AVEADU (PROPOSED)329 N BROADWAY AVESTUDIO (PROPOSED)NORTH BROADWAY AVENUE(LOCAL STREET)(E) UG SEWERSERVICE(E) UG WATER SERVICE(E) CURB & GUTTER(E) SIDEWALK(E) DECK(E) SIDEWALK(E) UG GAS SERVICEPRK'NG SPACE7X24PRK'NG SPACE7X24PRK'NG SPACE7X24PRK'NG SPACE7X24FRIDLEY STREET(LOCAL STREET)(E) UG GAS SERVICE16'-0" ALLEY(E) UG GAS SERVICE(E) TREE(E) TREE(E) TREE(E) TREE(E) GATE(E) FENCE(E) GATE(E) FENCE(E) FENCE(E) GATE(E) GATE(E) FENCE(E) TREE(E) TREE(E) OH ELECT(E) UTILITY POLEADU PARKING(N) FENCE, TYPUP329 N BROADWAYEXISTING DUPLEX TO-REMAIN 40' VISION TRIANGLE(BMC 38.400.100)40' VISION TRIANGLE(BMC 38.400.100)40' VISION TRIANGLE(BMC 38.400.100)40' VISION TRIANGLE(BMC 38.400.100)(E) UG SEWER SERVICE (E) UG WATER SERVICE (ASSUMED)(N) UG SEWER (N) UG SEWER (N) UG SEWER (N) UG GAS TO DUPLEX (N) UG WATER(N) UG WATER (N) UG GAS TO DUPLEX (N) UG SEWER (N) UG GAS TO ADU (N) UG WATER(E) UG SEWER SERVICETO BE RELOCATED (BMC 38.400.100)8'-10"(E) STEPS(E) UG SEWERSERVICE(E) UG WATER SERVICE~6'-0"4026 SFREAR LOT AREAACSRY. BLDGS. LIMITED TO MAX. 40%LOT AREA BETWEEN PRINCIPAL BLDG. & REAR LOT LINE PER UDC 38.360.030.JASCRY. BLDGS.= 864 SF REAR LOT AREA= 4026 SFREAR LOT COVERAGE= 21%PROPOSEDPROPOSEDEXIST.0'2'4'8'16'8'0'16'32'64'SCALE: 1/16" = 1'-0"SCALE: 1/4" = 1'-0"PRELIMINARY. NOT FOR CONSTRUCTION.DATE:PROJECT #:ORIGINAL DRAWING SIZE: 24" x 36"TRIPP LEWTONTRIPP@HOLDINGGROUNDARCHITECTS.COM406.570.2683M. ETHAN BARLOWETHAN@HOLDINGGROUNDARCHITECTS.COM406.548.2656PO BOX 273, BOZEMAN, MONTANA 59771CONSULTANTSThis drawing is not intended nor shall it be used for construction purposes unless the signed professional stamp of a registered architect employed by Holding Ground Architects llc is affixed above.C:\Users\HGA #3\HOLDING GROUND Dropbox\PROJECTS\20-07 329 N BROADWAY\DRAWINGS\REVIT\329 N BROADWAY - WORKING-current.rvt329 NORTH BROADWAY06/07/2021A0.220-06KRISTEN RAINEYPROPOSED SITE PLANCOA SUBMITTAL329 N. BROADWAYBOZEMAN, MT 59715#DESCRIPTIONDATEN1/8" = 1'-0"A0.2PROPOSED SITE PLAN1N1/32" = 1'-0"A0.2SITE DIAGRAM - REAR LOT COVERAGE2 ABCD1234E25'-0"1011029X8 OH DOOR2'-2 1/2"9'-2"4'-7 1/2"16'-0"GARAGEWOOD FENCE,TYPSOFFIT(ABOVE)LINE OF DECK(ABOVE)LINE OF DECK(ABOVE)1F1031C104MECHANICALLINE OF FRAMING,TYP. (ABOVE)OFFICESTUDIOBATHEXISTING SHED TO-REMAINC.M.U. CHIMNEY1B1A1EWORK BENCHUP2'-7 1/2" 3'-9"6'-4 1/2"4'-6" 7'-9 1/2"4'-3 1/2"5'-0"7'-9 1/4"1D2'-7 1/2"SLIDING GATEABCD1234E2012U2T2S2R2N2L2J2I2H11'-7"4'-8"3'-9"9'-6"2'-10"3'-9"3'-11"2'-4 1/2" 3'-9" 5'-6" 3'-9" 5'-5" 4'-2 1/2"2'-8" 6'-1" 5'-3 3/4" 5'-0 3/4" 2'-9" 3'-1 1/2"DININGKITCHENBATHREADING/YOGABEDMECHW/D2PFRIDGEBOOKSBOOKSKITCHEN STORAGE /SHELVES20'-0"2VEXISTING SHED TO-REMAINC.M.U. CHIMNEY2M2O2Q2K25'-0"8'-0" CLG. ABOVEDOWNWOOD FENCE,TYP (BELOW)LINE OF FRAMING,TYP. (BELOW)EXISTING ELEMENT(S):TO-REMAINTO-BE-DEMOLISHEDTO-BE-DEMOLISHEDTO-REMAINPROPOSED / NEW ELEMENT(S):PROPOSED / NEW CONSTRUCTION PROPOSED / NEW CONSTRUCTION LEGEND0'2'4'8'16'8'0'16'32'64'SCALE: 1/16" = 1'-0"SCALE: 1/4" = 1'-0"PRELIMINARY. NOT FOR CONSTRUCTION.DATE:PROJECT #:ORIGINAL DRAWING SIZE: 24" x 36"TRIPP LEWTONTRIPP@HOLDINGGROUNDARCHITECTS.COM406.570.2683M. ETHAN BARLOWETHAN@HOLDINGGROUNDARCHITECTS.COM406.548.2656PO BOX 273, BOZEMAN, MONTANA 59771CONSULTANTSThis drawing is not intended nor shall it be used for construction purposes unless the signed professional stamp of a registered architect employed by Holding Ground Architects llc is affixed above.C:\Users\HGA #3\HOLDING GROUND Dropbox\PROJECTS\20-07 329 N BROADWAY\DRAWINGS\REVIT\329 N BROADWAY - WORKING-current.rvt329 NORTH BROADWAY06/07/2021A1.120-06KRISTEN RAINEYPROPOSED BUILDINGPLANSCOA SUBMITTAL329 N. BROADWAYBOZEMAN, MT 59715N1/4" = 1'-0"A1.1LEVEL 1 PROPOSED PLAN1N1/4" = 1'-0"A1.1LEVEL 2 PROPOSED PLAN2EXTERIOR DOOR SCHEDULEMARK OPERATION RO WIDTH RO HEIGHT COMMENTS98 OH PANEL 9'-0" 7'-0"101 INSWING 3'-0" 6'-8"102 INSWING 3'-0" 6'-8"103 INSWING 2'-6" 6'-8"104 INSWING 3'-0" 6'-8"201 INSWING 3'-0" 6'-8" FULL LITE#DESCRIPTIONDATEWINDOW SCHEDULEMARK OPERATION SILL HEIGHT RO WIDTH RO HEIGHT COMMENTS2L CASEMENT 3'-6" 3'-2" 4'-6" EGRESS WINDOW2M CASEMENT 3'-6" 2'-4" 4'-6" EGRESS WINDOW2N AWNING 5'-0" 2'-7 1/2" 2'-6"2O CASEMENT 3'-6" 3'-2" 4'-6" EGRESS WINDOW2P CASEMENT 4'-0" 1'-8" 4'-0"2Q CASEMENT 4'-0" 1'-8" 4'-0"2R CASEMENT 4'-0" 1'-8" 4'-0"2S CASEMENT 4'-0" 3'-0" 4'-0"2T CASEMENT 4'-0" 4'-6" 4'-0"2U CASEMENT 4'-0" 3'-0" 4'-0"2V CASEMENT 4'-0" 2'-0" 4'-0"WINDOW SCHEDULEMARK OPERATION SILL HEIGHT RO WIDTH RO HEIGHT COMMENTS1A AWNING 4'-9" 2'-6" 2'-6"1B AWNING 4'-9" 2'-6" 2'-6"1C AWNING 3" 4'-0" 2'-8"1D AWNING 4'-2" 2'-6" 4'-0"1E FIXED 3'-0" 1'-8" 5'-6" FROSTED PRIVACY GLAZE1F CASEMENT 2'-0" 2'-0" 5'-0"1G AWNING 3" 2'-6" 2'-8"2H CASEMENT 3" 1'-8" 6'-0"2I CASEMENT 3" 1'-8" 6'-0"2J AWNING 3'-6" 4'-4" 4'-6"2K CASEMENT 3'-6" 2'-4" 4'-6" EGRESS WINDOW ABCD1234E1/4:12 SLOPE1/4:12 SLOPE1/4:12 SLOPE1/4:12 SLOPECOLLECTOR BOX & DOWNSPOUT1/8:12 SLOPE1/8:12 SLOPE1/4:12 SLOPE1/4:12 SLOPE1/4:12 SLOPE1/4:12 SLOPEGUTTERGUTTER0'2'4'8'16'8'0'16'32'64'SCALE: 1/16" = 1'-0"SCALE: 1/4" = 1'-0"PRELIMINARY. NOT FOR CONSTRUCTION.DATE:PROJECT #:ORIGINAL DRAWING SIZE: 24" x 36"TRIPP LEWTONTRIPP@HOLDINGGROUNDARCHITECTS.COM406.570.2683M. ETHAN BARLOWETHAN@HOLDINGGROUNDARCHITECTS.COM406.548.2656PO BOX 273, BOZEMAN, MONTANA 59771CONSULTANTSThis drawing is not intended nor shall it be used for construction purposes unless the signed professional stamp of a registered architect employed by Holding Ground Architects llc is affixed above.C:\Users\HGA #3\HOLDING GROUND Dropbox\PROJECTS\20-07 329 N BROADWAY\DRAWINGS\REVIT\329 N BROADWAY - WORKING-current.rvt329 NORTH BROADWAY06/07/2021A1.220-06KRISTEN RAINEYPROPOSED BUILDINGPLANSCOA SUBMITTAL329 N. BROADWAYBOZEMAN, MT 59715#DESCRIPTIONDATEN1/4" = 1'-0"A1.2ROOF PROPOSED PLAN1 -NO PROPOSED CHANGES -329 N BROADWAYUNIT A -(EXISTING)1 BD. / 1 BA. APT.329 N BROADWAYUNIT B -(EXISTING)1 BD. / 1 BA. APT.0'2'4'8'16'8'0'16'32'64'SCALE: 1/16" = 1'-0"SCALE: 1/4" = 1'-0"PRELIMINARY. NOT FOR CONSTRUCTION.DATE:PROJECT #:ORIGINAL DRAWING SIZE: 24" x 36"TRIPP LEWTONTRIPP@HOLDINGGROUNDARCHITECTS.COM406.570.2683M. ETHAN BARLOWETHAN@HOLDINGGROUNDARCHITECTS.COM406.548.2656PO BOX 273, BOZEMAN, MONTANA 59771CONSULTANTSThis drawing is not intended nor shall it be used for construction purposes unless the signed professional stamp of a registered architect employed by Holding Ground Architects llc is affixed above.C:\Users\HGA #3\HOLDING GROUND Dropbox\PROJECTS\20-07 329 N BROADWAY\DRAWINGS\REVIT\329 N BROADWAY - WORKING-current.rvt329 NORTH BROADWAY06/07/2021AB1.120-06KRISTEN RAINEYEXISTING BUILDINGPLANSCOA SUBMITTAL329 N. BROADWAYBOZEMAN, MT 59715#DESCRIPTIONDATE1/4" = 1'-0" AB1.1LEVEL 1 EXISTING PLAN @ HOUSE1 DATE ID CHANGE NAME BY DATE G0.1 No changes, alternations, additions, or deletions may be made except by Love Schack Architecture. Drawing may not be reproduced by anyone on other projects, without written consent. COPYRIGHT: SHEET TITLE: 12/11/20 REVISIONS 20.12.11 Renovation Permit SetISSUE: PROJECT CODE: +PROJECT NUMBER BIMcloud: LoveSchack - BIMcloud Basic for ARCHICAD 24/KRA/KRA_SD Friday, December 11, 2020 2:31 PMRAINEY RENOVATIONKRISTEN RAINEY329 N. Broadway AvenueBOZEMAN, MT 59715kmrainey@gmail.comCOVER SHEET Lindsay Schack & Lindsey Love info@loveschack.com1.406.282.4277 619 N. Church Ave, Unit 3 Bozeman, MT 59715www.loveschack.com 1 2 3 4 5 6 7 8 9 10 A B C D E F G H 1 2 3 4 5 6 7 8 9 10 A B C D E F G H SHEET INDEX G0.1 A1.1 A1.2 A1.3 P1.1 E0.1 E0.2 COVER SHEET BASEMENT FLOOR PLAN MAIN FLOOR PLAN SECOND FLOOR PLAN PLUMBING PLAN LIGHTING FLOOR PLANS ELECTRICAL FLOOR PLANS N N Property Information Owner: KRISTEN RAINEY Site Address: 329 N Broadway Ave Bozeman MT 59715 Project Type: RENOVATION Legal Description: Northern Pacific Add, S07, T02 S, R06 E, BLOCK 45, Lot 1-3, N2 LOT 3 PLAT C-23 Assessor Parcel Number: 000RGH1884 Floor Area Summary Existing Basement 403 Sq Ft Existing Main Level 370 Sq Ft Existing Second Level 212 Sq Ft Total Square Footage: 985 Sq Ft Proposed Basement 403 Sq Ft Proposed Main Level 370 Sq Ft Proposed Second Level 274 Sq Ft Total Square Footage difference: 62 Sq Ft Applicable Codes - 2018 International Residential Building Code - 2018 International Existing Building Code - 2018 International Mechanical Code - 2012 International Energy Conservation Code - 2018 Uniform Plumbing Code - 2017 National Electric Code 2012 Energy Code Summary Applicable to Addition/Renovation Not Applicable, only interior renovation Ventilation No change to existing system Project Team Designer: Architect: LOVE SCHACK ARCHITECTURE, P.C. Phone: (406) 579-9166 E-mail: amichael@loveschack.com Contact: Andrea Michael Builder: HILGARD CONSTRUCTION Phone: (406) 579-2383 E-mail: hilgardconstruction@gmail.com Contact: Gregg Smith Project Summary INTERIOR : Interior renovation only to existing building, additional floor square footage added at loft space. Additional plumbing lines for second level bathroom from existing lines below. Parcel Map General Notes 1. Drawings and specifications are the exclusive property of this designer whether the project for which they were prepared is executed or not. These documents are not to be reproduced in any form and they are not to be used by the project owner nor any other entity on any other projects except by written authorization and permission from this designer. 2. Contractor shall verify all dimensions and conditions shown on these drawings at the job site and shall notify the designer or general contractor of any discrepancies, omissions and/or conflicts before proceeding with the work. 3. Contractor must comply with the rules and regulations of agencies having jurisdiction and shall conform to all city, county, state and federal construction, safety and sanitary laws, codes, statues and ordinances. 4. Each trade will proceed in a fashion that will not delay the trades following them. 5. Contractors shall be responsible for the distribution of drawings and/or specifications to the trades under their jurisdiction. 6. All work shall be erected and installed, plumb, level and square, true and in proper alignment. 7. All materials shall be new, unused and installed per manufacturer's recommendations and instructions. 8. There shall be no substitutions of materials of products where they are specified. Owner or designer must approve all substitutions proposed by contractors. 9. All work and material shall be guaranteed against defects for a period of at least one year from approval for final payment. 10. Contractor shall be responsible for all cutting, drilling, and patching required for their work and not damage or render other work as unsatisfactory in the process. 11. Contractor shall at all times keep the premises free of accumulation of waste materials or garbage. Premises to be swept clean daily of related construction debris. At the completion of the work leave the job site free of all materials and broom clean. 12. Do not scale drawings. Dimensions shall govern. Lager scale drawings govern smaller scale drawings. Verify existing "as-built" dimensions as req'd. All dimensions are to face of stud unless noted otherwise. 13. Patch all areas where floor is not level or true prior to installing finished floor coverings or carpet. 14. All wood in contact with concrete to be pressure treated. 15. All flashing to be galvanized, galvalume or factory finish to be approved by architect and owner. 16. Stair and guardrail openings to be less than 4". 17. Tight line all affected drainage to approved drainage system. 18. All framing to be properly caulked, sealed, gasketed or otherwise treated to minimize air infiltration prior to sheathing and finishing. 19. Contractor shall provide all blocking, buck-outs, backing and jacks required for installation of wall mounted accessories, cabinetry, and appliances as needed in order to achieve strong and durable mounting of such items. Verify all rough-in dimensions and locations for equipment, fixtures etc. 20. Upon completion of the work, contractor shall walk through with architect/Owner and complete a punch list of items to be corrected or completed. Final payment will be contingent on completion of this punch list. 21. Any change which results in extra cost requires authorization from owner or designer prior to proceeding with such change. 22. The safety of erection, bracing, shoring and temporary supports is the sole responsibility of the contractor who is responsible for said scope of work. This contractor will be responsible for the stability of the structure through out the construction and protect components that are to remain. 23. Changes or deviations from these drawings made without the express written consent of the designer shall be considered unauthorized and shall result in the contractor making such changes or deviations from the drawings be held responsible for the consequences resulting from such changes. Vicinity Plan not to scale RAINEY RENOVATION Materials Legend CONCRETE EARTH FINISHED WOOD FRAMING OR BLOCKING INTERMEDIATE WOOD BLOCKING PLYWOOD CELLULOSE INSULATION RIGID INSLUATION DRAWING TITLE1 A201 DRAWING NUMBER SHEET REFERENCE BUILDING SECTION NUMBER SHEET REFERENCE DETAIL REFERENCE NUMBER SHEET REFERENCE WINDOW ID TAG DOOR ID TAG BUILDING SECTION NUMBER SHEET REFERENCE Symbols Legend 1 A201 1 A201 W0 D0 A501 1 3 42 DATE ID CHANGE NAME BY DATE A1.1 No changes, alternations, additions, or deletions may be made except by Love Schack Architecture. Drawing may not be reproduced by anyone on other projects, without written consent. COPYRIGHT: SHEET TITLE: 12/11/20 REVISIONS 20.12.11 Renovation Permit SetISSUE: PROJECT CODE: +PROJECT NUMBER BIMcloud: LoveSchack - BIMcloud Basic for ARCHICAD 24/KRA/KRA_SD Friday, December 11, 2020 2:31 PMRAINEY RENOVATIONKRISTEN RAINEY329 N. Broadway AvenueBOZEMAN, MT 59715kmrainey@gmail.comBASEMENT FLOOR PLAN Lindsay Schack & Lindsey Love info@loveschack.com1.406.282.4277 619 N. Church Ave, Unit 3 Bozeman, MT 59715www.loveschack.com 1 2 3 4 5 6 7 8 9 10 A B C D E F G H 1 2 3 4 5 6 7 8 9 10 A B C D E F G H 12345678910111213141516DOWNUPD012'-31/2"9'-7"4"2'-6"6"2'-51/2"2'-4" ALIGN NEW WALL W/ EXISTING EXISTING COUNTER AND SINK TO REMAIN EXISTING PLUMBING FIXTURES TO REMAIN NO NEW CONSTRUCTION12345678910111213141516DOWNUPEXISTING COUNTER AND SINK TO REMAIN EXISTING PLUMBING FIXTURES TO REMAIN DEMO CEILING IN EXISTING FOR NEW PLUMBING RUNS NO NEW CONSTRUCTION GENERAL DEMOLITION NOTES 1. The Contractor shall field verify the location and existence of building elements as shown in the construction drawings. The Architect shall be notified of discrepancies immediately upon discovery. 2. The contractor shall at all times adequately protect the existing building and site from damage due to contract operations. The contractor shall be responsible for any damage as a result of contract operations, and shall replace or repair damaged areas to original condition. The Contractor shall apply for and supply all permits. 3. Contractor to exercise due diligence and caution when removing demolition material as not to disturb surrounding areas of new and existing construction. Review demolition with Architects prior to commencing work. Report all deviations and concealed conditions to Architect immediately. 4. The Contractor shall keep building closed and secure at all times protect building and site from theft and/or vandalism. Contractor will be responsible for all damage or loss due to theft and/or vandalism resulting from contract operations. 5. The owner assumes no responsibility for actual condition of items or structures to be demolished. 6. All work shall be done in strict accordance with all state and local codes and ordinances. 7. To the greatest extent possible, the exterior envelope of the building shall remain in tact. The building shall remain weatherproof at all times. The Contractor shall provide temporary means to maintain a weatherproof building. 8. Existing construction to remain shall be adequately shored and braced as required until new construction is complete as required to brace the structure. 9. Maintain existing utilities indicated as existing to remain. Keep in service and protect against damage during demolition operations. The Contractor shall prepare an “as built” drawing indicating the location of capped or abandoned utilities. 10. Refer to the Fire Protection (FP) Drawings, HVAC (H) Drawings, the Plumbing (P) Drawings, and the Electrical (E) Drawings for information regarding the removal of existing Mechanical, Plumbing and Electrical equipment including, but not limited to, existing HVAC systems and components, domestic as well as mechanical piping, gas piping, and electrical conduit, raceways, wiring, panel boards, switchgear, etc. 11. It is not the intent of these demolition drawings to show each and every piece of equipment, fixture or material to be removed, rather to show the general extent of the work. Include all demolition work whether or not specifically indicated, including concealed conditions which may be reasonable inferred from the existing building configuration, structural systems, mechanical and electrical systems. All obsolete material and items are to be removed. Refer to all contract drawings and specification sections for additional demolition work. New construction work shown in Architectural, Plumbing, Fire Protection, HVAC & Electrical drawings may require additional demolition work not show on demolition drawings. 12. Carry out all demolition work to the extent indicated including but not limited to finishes, framing, abandoned wiring and piping, fixtures, etc. as required to accommodate new work. Cap to nearest canceled location or remove all mechanical systems not scheduled for reuse. 13. The Owner retains the right to salvage for their own use any and all items noted to be “removed” during the course of construction. All material indicated to be removed and reused in the project shall be removed, stored and protected by the contractor. See demolition notes for specific items to be salvaged. 14. See Roof Plan for additional demolition requirements. DOOR SCHEDULE ROOM Basement, Main Floor, T.O Loft, ID D01 D02 D03 D03 D04 D05 QUANTITY 1 1 1 1 1 1 6 WIDTH 4'-0" 2'-6" 2'-6" 4'-0" 4'-0" 6'-0" HEIGHT 6'-8" 6'-8" 6'-8" 3'-0" 3'-0" 5'-0" MANUFACTURER TBD TBD TBD TBD TBD TBD NOTES/REMARKS 4'-0"6'-8"2'-6"6'-8"4'-0"3'-0"4'-0"3'-0"6'-0"5'-0"D01 D02 D03 D04 D05 GENERAL CONSTRUCTION NOTES 1. All dimensions to be from existing face of finish to face of framing for all new walls. 2. Contractor to verify all dimensions in the field. Do not scale drawings. Notify Architect/ GC of any discrepancies 3. Refer to A1.1 for Door Schedule and Legend N SCALE: 1/4" = 1'-0"A6 BASEMENT FLOOR PLAN SCALE: 1/4" = 1'-0" BASEMENT DEMOLITION PLAN SCALE: 1' = 1'-0"C2 DOOR SCHEDULE SCALE: 1' = 1'-0"A2 DOOR LEGEND DATE ID CHANGE NAME BY DATE A1.2 No changes, alternations, additions, or deletions may be made except by Love Schack Architecture. Drawing may not be reproduced by anyone on other projects, without written consent. COPYRIGHT: SHEET TITLE: 12/11/20 REVISIONS 20.12.11 Renovation Permit SetISSUE: PROJECT CODE: +PROJECT NUMBER BIMcloud: LoveSchack - BIMcloud Basic for ARCHICAD 24/KRA/KRA_SD Friday, December 11, 2020 2:31 PMRAINEY RENOVATIONKRISTEN RAINEY329 N. Broadway AvenueBOZEMAN, MT 59715kmrainey@gmail.comMAIN FLOOR PLAN Lindsay Schack & Lindsey Love info@loveschack.com1.406.282.4277 619 N. Church Ave, Unit 3 Bozeman, MT 59715www.loveschack.com 1 2 3 4 5 6 7 8 9 10 A B C D E F G H 1 2 3 4 5 6 7 8 9 10 A B C D E F G H 1234567891011121314DOWN D03 D02FREW/D DW A4 A1.22'-10"3'-11"6'-11"1'-7"12'-31/2"3'-41/2"V.I.F1'-10"1'-6" EXISTING HALF HEIGHT WALL TO BECOME FULL HEIGHT LOFT FLOOR ABOVE ADDITION EXISTING LOFT FLOOR ABOVE NO NEW CONSTRUCTION12345678910111213141516DOWNUP11'-31/2"V.I.FEXISTING FIREPLACE TO REMAIN EXISTING HALF HEIGHT WALL TO BECOME FULL HEIGHT NO NEW CONSTRUCTION GENERAL DEMOLITION NOTES 1. The Contractor shall field verify the location and existence of building elements as shown in the construction drawings. The Architect shall be notified of discrepancies immediately upon discovery. 2. The contractor shall at all times adequately protect the existing building and site from damage due to contract operations. The contractor shall be responsible for any damage as a result of contract operations, and shall replace or repair damaged areas to original condition. The Contractor shall apply for and supply all permits. 3. Contractor to exercise due diligence and caution when removing demolition material as not to disturb surrounding areas of new and existing construction. Review demolition with Architects prior to commencing work. Report all deviations and concealed conditions to Architect immediately. 4. The Contractor shall keep building closed and secure at all times protect building and site from theft and/or vandalism. Contractor will be responsible for all damage or loss due to theft and/or vandalism resulting from contract operations. 5. The owner assumes no responsibility for actual condition of items or structures to be demolished. 6. All work shall be done in strict accordance with all state and local codes and ordinances. 7. To the greatest extent possible, the exterior envelope of the building shall remain in tact. The building shall remain weatherproof at all times. The Contractor shall provide temporary means to maintain a weatherproof building. 8. Existing construction to remain shall be adequately shored and braced as required until new construction is complete as required to brace the structure. 9. Maintain existing utilities indicated as existing to remain. Keep in service and protect against damage during demolition operations. The Contractor shall prepare an “as built” drawing indicating the location of capped or abandoned utilities. 10. Refer to the Fire Protection (FP) Drawings, HVAC (H) Drawings, the Plumbing (P) Drawings, and the Electrical (E) Drawings for information regarding the removal of existing Mechanical, Plumbing and Electrical equipment including, but not limited to, existing HVAC systems and components, domestic as well as mechanical piping, gas piping, and electrical conduit, raceways, wiring, panel boards, switchgear, etc. 11. It is not the intent of these demolition drawings to show each and every piece of equipment, fixture or material to be removed, rather to show the general extent of the work. Include all demolition work whether or not specifically indicated, including concealed conditions which may be reasonable inferred from the existing building configuration, structural systems, mechanical and electrical systems. All obsolete material and items are to be removed. Refer to all contract drawings and specification sections for additional demolition work. New construction work shown in Architectural, Plumbing, Fire Protection, HVAC & Electrical drawings may require additional demolition work not show on demolition drawings. 12. Carry out all demolition work to the extent indicated including but not limited to finishes, framing, abandoned wiring and piping, fixtures, etc. as required to accommodate new work. Cap to nearest canceled location or remove all mechanical systems not scheduled for reuse. 13. The Owner retains the right to salvage for their own use any and all items noted to be “removed” during the course of construction. All material indicated to be removed and reused in the project shall be removed, stored and protected by the contractor. See demolition notes for specific items to be salvaged. 14. See Roof Plan for additional demolition requirements. 11/2"11/2"3'-0"TYP. HANDRAIL HEIGHT FROM STAIR TREADHANDRAIL STAIR TREAD GENERAL CONSTRUCTION NOTES 1. All dimensions to be from existing face of finish to face of framing for all new walls. 2. Contractor to verify all dimensions in the field. Do not scale drawings. Notify Architect/ GC of any discrepancies 3. Refer to A1.1 for Door Schedule and Legend N SCALE: 1/4" = 1'-0"A6 MAIN FLOOR PLAN SCALE: 1/4" = 1'-0"D6 MAIN FLOOR DEMOLITION PLAN SCALE: 1 1/2"= 1'-0"A4 HANDRAIL DETAIL DATE ID CHANGE NAME BY DATE A1.3 No changes, alternations, additions, or deletions may be made except by Love Schack Architecture. Drawing may not be reproduced by anyone on other projects, without written consent. COPYRIGHT: SHEET TITLE: 12/11/20 REVISIONS 20.12.11 Renovation Permit SetISSUE: PROJECT CODE: +PROJECT NUMBER BIMcloud: LoveSchack - BIMcloud Basic for ARCHICAD 24/KRA/KRA_SD Friday, December 11, 2020 2:32 PMRAINEY RENOVATIONKRISTEN RAINEY329 N. Broadway AvenueBOZEMAN, MT 59715kmrainey@gmail.comSECOND FLOOR PLAN Lindsay Schack & Lindsey Love info@loveschack.com1.406.282.4277 619 N. Church Ave, Unit 3 Bozeman, MT 59715www.loveschack.com 1 2 3 4 5 6 7 8 9 10 A B C D E F G H 1 2 3 4 5 6 7 8 9 10 A B C D E F G H 1234567891011121314DOWN D03 D04 D05 SD/CO3'-111/2"NEW LOFT FLOOR2'-6"3'-4" 10'-25/8"3'-3"3'-11/2"6'-3"3'-01/2"FULL HEIGHT CLOSET EXISTING LOFT FLOOR EXTENTS NEW RAILING OR 42" WALL STAIRS (14) RISERS @ 7" (13) TREADS @ 11" VERIFY FLOOR TO FLOOR IN FIELD LOW STORAGE NO NEW CONSTRUCTION3'-41/2"2'-5"3'-41/2" EXISTING LOFT EXTENTS DEMO EXISTING LOFT FOR STAIRS GENERAL DEMOLITION NOTES 1. The Contractor shall field verify the location and existence of building elements as shown in the construction drawings. The Architect shall be notified of discrepancies immediately upon discovery. 2. The contractor shall at all times adequately protect the existing building and site from damage due to contract operations. The contractor shall be responsible for any damage as a result of contract operations, and shall replace or repair damaged areas to original condition. The Contractor shall apply for and supply all permits. 3. Contractor to exercise due diligence and caution when removing demolition material as not to disturb surrounding areas of new and existing construction. Review demolition with Architects prior to commencing work. Report all deviations and concealed conditions to Architect immediately. 4. The Contractor shall keep building closed and secure at all times protect building and site from theft and/or vandalism. Contractor will be responsible for all damage or loss due to theft and/or vandalism resulting from contract operations. 5. The owner assumes no responsibility for actual condition of items or structures to be demolished. 6. All work shall be done in strict accordance with all state and local codes and ordinances. 7. To the greatest extent possible, the exterior envelope of the building shall remain in tact. The building shall remain weatherproof at all times. The Contractor shall provide temporary means to maintain a weatherproof building. 8. Existing construction to remain shall be adequately shored and braced as required until new construction is complete as required to brace the structure. 9. Maintain existing utilities indicated as existing to remain. Keep in service and protect against damage during demolition operations. The Contractor shall prepare an “as built” drawing indicating the location of capped or abandoned utilities. 10. Refer to the Fire Protection (FP) Drawings, HVAC (H) Drawings, the Plumbing (P) Drawings, and the Electrical (E) Drawings for information regarding the removal of existing Mechanical, Plumbing and Electrical equipment including, but not limited to, existing HVAC systems and components, domestic as well as mechanical piping, gas piping, and electrical conduit, raceways, wiring, panel boards, switchgear, etc. 11. It is not the intent of these demolition drawings to show each and every piece of equipment, fixture or material to be removed, rather to show the general extent of the work. Include all demolition work whether or not specifically indicated, including concealed conditions which may be reasonable inferred from the existing building configuration, structural systems, mechanical and electrical systems. All obsolete material and items are to be removed. Refer to all contract drawings and specification sections for additional demolition work. New construction work shown in Architectural, Plumbing, Fire Protection, HVAC & Electrical drawings may require additional demolition work not show on demolition drawings. 12. Carry out all demolition work to the extent indicated including but not limited to finishes, framing, abandoned wiring and piping, fixtures, etc. as required to accommodate new work. Cap to nearest canceled location or remove all mechanical systems not scheduled for reuse. 13. The Owner retains the right to salvage for their own use any and all items noted to be “removed” during the course of construction. All material indicated to be removed and reused in the project shall be removed, stored and protected by the contractor. See demolition notes for specific items to be salvaged. 14. See Roof Plan for additional demolition requirements. GENERAL CONSTRUCTION NOTES 1. All dimensions to be from existing face of finish to face of framing for all new walls. 2. Contractor to verify all dimensions in the field. Do not scale drawings. Notify Architect/ GC of any discrepancies 3. Refer to A1.1 for Door Schedule and Legend N SCALE: 1/4" = 1'-0" SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" SECOND FLOOR DEMOLITION PLAN