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675 Treeline Road Quartz Creek Dental Arch'l Review Set 082023 NORTHEAST EXTERIOR VIEW Quartz Creek Dental Kalispell, MT Mark T Johnson, Architect SOUTHEAST EXTERIOR VIEW Quartz Creek Dental Kalispell, MT Mark T Johnson, Architect SOUTHWEST EXTERIOR VIEW Quartz Creek Dental Kalispell, MT Mark T Johnson, Architect T R E E L I N E R O A D 20 11 16 9 H otel 18 17 4 Lot-1 12 DRAINAGELot-6 13 Vacuum Vacuum QUICK-LUBE 7 14 8 7 13 30 5 8 1800 sf 2500 sf 2500 sf 5700 sf 5000 sf O L D R E S E R V E D R I V E HH B U I L D I N G D E P T. N O T E SB U I L D I N G D E P T. N O T E SB U I L D I N G D E P T. N O T E SB U I L D I N G D E P T. N O T E S VICINITY MAP OWNER:OWNER:OWNER:OWNER: D I R E C T O R YDIRECTORYDIRECTORYDIRECTORY ARCHITECT:ARCHITECT:ARCHITECT:ARCHITECT:CIVIL:CIVIL:CIVIL:CIVIL: S I T E I N F O R M A T I O NSITE I N F O R M A T I O NSITE I N F O R M A T I O NSITE I N F O R M A T I O N New Dental Clinic forNew Dental Clinic forNew Dental Clinic forNew Dental Clinic for STRUCTURAL:STRUCTURAL:STRUCTURAL:STRUCTURAL:MECHANICAL:MECHANICAL:MECHANICAL:MECHANICAL:ELECTRICAL:ELECTRICAL:ELECTRICAL:ELECTRICAL: Kalispell, MontanaKalispell, MontanaKalispell, MontanaKalispell, Montana MARK T. JOHNSON ARCHITECT, LTDMARK T. JOHNSON ARCHITECT, LTDMARK T. JOHNSON ARCHITECT, LTDMARK T. JOHNSON ARCHITECT, LTD 680 STONE STREET680 STONE STREET680 STONE STREET680 STONE STREET KALISPELL, MT 59901KALISPELL, MT 59901KALISPELL, MT 59901KALISPELL, MT 59901 OFFICE (406) 756OFFICE (406) 756OFFICE (406) 756OFFICE (406) 756----0354035403540354 FAX (406) 756FAX (406) 756FAX (406) 756FAX (406) 756----5592559255925592 MOLAR SYSTEM, PLLCMOLAR SYSTEM, PLLCMOLAR SYSTEM, PLLCMOLAR SYSTEM, PLLC 625 TREELINE ROAD #A625 TREELINE ROAD #A625 TREELINE ROAD #A625 TREELINE ROAD #A KALISPELL MT 59901KALISPELL MT 59901KALISPELL MT 59901KALISPELL MT 59901 OFFICE (208) 670OFFICE (208) 670OFFICE (208) 670OFFICE (208) 670----1283128312831283 SUBJECT SUBJECT SUBJECT SUBJECT PROPERTYPROPERTYPROPERTYPROPERTY TREELINE RD OLD RESERVE DRUS 9 3 B I-P A S S WAATTI ENGINEERINGWAATTI ENGINEERINGWAATTI ENGINEERINGWAATTI ENGINEERING 27 MERIDIAN COURT 27 MERIDIAN COURT 27 MERIDIAN COURT 27 MERIDIAN COURT SUITE 117SUITE 117SUITE 117SUITE 117 Kalispell, MT 59901Kalispell, MT 59901Kalispell, MT 59901Kalispell, MT 59901 OFFICE (406) 755OFFICE (406) 755OFFICE (406) 755OFFICE (406) 755----7827782778277827 ADDRESS: 675 TREELINE ROAD KALISPELL, MT 59901 LEGAL DESCRIPTION: LOT 2A, TREELINE CENTER SUB., SECTION 36, TOWNSHIP 29 N, RANGE 22 W, PM, M, FLATHEAD COUNTY, MONTANA GEOCODE: 07-4077-36-1-01-07-0000 ASSESSOR #: 0000507169 ZONING: B-5 PUD REQUIRED SETBACKS: FRONT 20' SIDE 10' REAR 10' SIDE CORNER 20' MAX. ALLOWABLE HEIGHT:45' MAX. LOT COVERAGE:NA APPLICABLE CODES:APPLICABLE CODES:APPLICABLE CODES:APPLICABLE CODES: C O D E A N A L Y S I SCODE A N A L Y S I SCODE A N A L Y S I SCODE A N A L Y S I S IBC 2021 IEBC 2021 UPC 2021 IMC 2021 IFGC 2021 NFPA 99c 20 NEC 2017 IECC 2021 OCCUPANCY CLASSIFICATION TYPE OF CONSTRUCTION TYPE VB B NS (NON SPRINKLERED) 40' SECTION 303 (IBC 2021) OCCUPANCY: BUSINESS GROUP B PROFESSIONAL SERVICES (dentists) SECTION 504 BUILDING HEIGHT AND NUMBER STORIES: ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE TABLE 504.3: ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE TABLE 504.4: OCCUPANCY CLASSIFICATION TYPE OF CONSTRUCTION TYPE VB B NS (NON SPRINKLERED) 2 STORIES SECTION 506 (IBC 2018) BUILDING AREA: ALLOWABLE BUILDING AREA: TABLE 506.2 OCCUPANCY CLASSIFICATION TYPE OF CONSTRUCTION TYPE VB B NS (NON SPRINKLERED) 9,000 SF IBC 2021 OCCUPANCY / AREA ANALYSIS SECTION 903 AUTOMATIC SPRINKLER SYSTEMS (IBC 2021) 903.2 WHERE REQUIRED: B OCCUPANCY NOT REQUIRED 903.2.11.1 Stories without openings: An automatic sprinkler system shall be installed throughout all stories, including basements of all buildings where the floor area exceeds 1,500 S.F and where the story does not comply with the following criteria for exterior wall openings: PROPOSED BASEMENT AREA = 1,294 S.F. </= 1,500 S.F. SPRINKLERS NOT REQUIRED BUILDING CLASSIFICATION ONE STORY B OCCUPANCY LEVEL 1 = 3,518 SF (<9,000 SF ALLOWABLE) BASEMENT = 1,294 SF (<9,000 SF ALLOWABLE see sprinkler notes above) TYPE VB NON-SPRINKLERED CONSTRUCTION SECTION 601 TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) BUILDING ELEMENT TYPE VB PRIMARY STRUCTURAL FRAME 0 EXTERIOR BEARING WALLS 0 INTERIOR BEARING WALLS 0 NONBEARING WALLS AND PARTITIONS 0 FLOOR CONSTRUCTION AND ASSOCIATED STRUCTURAL MEMBERS 0 ROOF CONSTRUCTION AND ASSOCIATED STRUCTURAL MEMBERS 0 SECTION 1604.5 RISK CATEGORY RISK CATEGORY = II WINDSOR ENGINEERSWINDSOR ENGINEERSWINDSOR ENGINEERSWINDSOR ENGINEERS 27300 NE 10th AVE 27300 NE 10th AVE 27300 NE 10th AVE 27300 NE 10th AVE Ridgefield, WA 98642Ridgefield, WA 98642Ridgefield, WA 98642Ridgefield, WA 98642 OFFICE (360) 610OFFICE (360) 610OFFICE (360) 610OFFICE (360) 610----4931493149314931 JACKOLA ENGINEERINGJACKOLA ENGINEERINGJACKOLA ENGINEERINGJACKOLA ENGINEERING 2250 US2250 US2250 US2250 US----93 S 93 S 93 S 93 S Kalispell, MT 59901Kalispell, MT 59901Kalispell, MT 59901Kalispell, MT 59901 OFFICE (406) 755OFFICE (406) 755OFFICE (406) 755OFFICE (406) 755----3208320832083208 JACKOLA ENGINEERINGJACKOLA ENGINEERINGJACKOLA ENGINEERINGJACKOLA ENGINEERING 2250 US2250 US2250 US2250 US----93 S 93 S 93 S 93 S Kalispell, MT 59901Kalispell, MT 59901Kalispell, MT 59901Kalispell, MT 59901 OFFICE (406) 755OFFICE (406) 755OFFICE (406) 755OFFICE (406) 755----3208320832083208 FIRE RESISTANCE RATING REQ'S FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (B OCCUPANCY) FIRE SEPARATION DISTANCE RANGE ACTUAL FIRE SEP. DISTANCE REQUIRED RATING PROVIDED RATING (UP,NS) 705.8.1 Exc. 2 NO LIMIT TABLE 705.5 SIDE NORTH SOUTH EAST WEST FS = 41' +/- FS = 48' FS = 108' +/- FS = 20' FS >/= 30' 10 </= FS < 30' FS >/= 30' 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR (UP,NS) NO LIMIT (UP,NS) NO LIMIT N.A. PROPOSED OPEN'G AREA MAXIMUM AREA OPENINGS N.A. N.A. N.A. TABLE 705.8 UP,NS = UNPROTECTED, NONSPRINKLERED FS >/= 30'(UP,NS) NO LIMIT PROPOSED NEW BUILDING 4,826 SF PROPOSED N LC STAFFING SCMPE DRAWING SHEET LIST M0.00 MECHANICAL TITLE SHEET M0.10 BASEMENT THERMAL ZONE DIAG. M1.00 BASEMENT HVAC PLAN P0.00 PLUMBING TITLE SHEET P1.00 BASEMENT PLUMB'G SUPPLY PLAN SHEET #DESCRIPTION P1.10 MECHANICAL SHEETS PLUMBING SHEETS P2.00 BASEMENT WASTE AND VENT PLAN P2.10 P3.00 P3.10 PLUMBING DETAILSP7.00 M1.10 M4.00 M5.00 MECHANICAL ISOMETRIC PLAN M7.00 MECHANICAL DETAILS M0.11 LEVEL 1 THERMAL ZONE DIAG. LEVEL 1 HVAC PLAN ATTIC HVAC PLAN BASEMENT DENTAL PIPING PLAN SHEET #DESCRIPTION E0.0 ELECTRICAL SYMBOLS AND LEGENDS E1.0 ELECTRICAL SITE PLAN E2.0 E2.1 LIGHTING PLAN -LEVEL 1 ELECTRICAL SHEETS E3.1 POWER PLAN -LEVEL 1 E3.2 ELECTRICAL PLAN ATTIC AND ROOF E4.0 E4.1 E5.0 RISER DIAGRAM & PANEL SCHED'S E6.0 LIGHTING PLAN -BASEMENT SYSTEM PLAN -BASEMENT SYSTEM PLAN -LEVEL 1 ELECTRICAL DETAILS SHEET #DESCRIPTION S0.1 GENERAL STRUCTURAL NOTES STRUCTURAL SHEETS S0.2 S0.3 S1.1 S1.2 S1.4 S5.1 S5.2 S1.3 TYPICAL STRUCTURAL DETAILS LEVEL 1 FLOOR LOADING PLAN FOUNDATION PLAN LEVEL 1 FLOOR FRAMING PLAN LEVEL 2 WALL FRAMING PLAN ROOF FRAMING PLAN STRUCTURAL DETIALS STRUCTURAL DETAILS CIVIL SHEETS ---- G002 COVER SHEET CIVIL NOTES LEGENDS AND ABBREVIATIONS EXIST'G COND'S AND DEMO PLAN SITE PLAN COMPOSITE UTILITY PLAN ERROSION CONTROL PLAN GRADING PLAN G003 C000 C105 C106 C110 C130 ERROSION CONTROL DETAILSC600 UTILITY DETAILSC610 UTILITY DETAILSC611 SITE DETAILSC620 M8.00 MECHANICAL SCHEDULES P8.00 LEVEL 1 PLUMB'G SUPPLY PLAN LEVEL 1 WASTE AND VENT PLAN LEVEL 1 DENTAL PIPING PLAN PLUMBING SCHEDULES E3.0 POWER PLAN -BASEMENT SHEET # Mark T Johnson Architect, Ltd NO T F O R C O N S T R U C T I O N Mark T. Johnson, Architect 680 Stone Street Kalispell, MT 59901 406-249-5681 office CAUTION: THESE PLANS MAY HAVE BEEN DISTORTED DURING REPRODUCTION. SCALING OF DRAWINGS MAY RESULT IN ERRONEOUS MEASUREMENTS. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION DESIGN REVIEW FINAL DESIGN PERMIT CONSTRUCTION PLANS ISSUED FOR: PLANS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS INDICATED. PLANS ARE THE INTELLECTUAL PROPERTY OF MARK T. JOHNSON ARCHITECT AND ARE NOT TO BE USED FOR WORK IN EXCESS OF THIS PROJECT UNDER THE EXPRESSED APPROVAL OF THE ARCHITECT. ANY UNAUTHORIZED REPRODUCTION OR USE IS STRICTLY PROHIBITED 0-TS Ne w D e n t a l C l i n i c Ka l l i s p e l l , M T Title Sheet 20 August, 2023 67 5 T r e e l i n e R o a d 1" = 80'-0" 1 Existing Development Plan SHEET LIST Sheet Number Sheet Name 0-TS Title Sheet A000 Existing Site Survey A001 Proposed Site Plan A010 Code Review Plan A020 Wall Details A100 Level 1 Floor Plan A101 Basement Level Floor Plan A110 Finish Plan A111 Reception Desk Detail Plans A112 Sterilization and Lab Detail Plans A113 Mech. Room Arch'tl Detail Plans A114 Restroom Detail Plans A120 Roof Plan A130 Reflected Ceiling Plan A200 Building Cross Sections A201 Building Cross Sections A202 Building Cross Sections A210 Wall Sections A211 Wall Sections A300 Exterior Elevation Views A301 Exterior Elevations A501 Details A502 Details LS -1 Landscape Plan LS-2 Proposed Irrigation Plan REVISIONS Number Date DN 1013028.67CP/MAG 1193028.66CP/MAG 1233029.46CP/MAG 10023028.61EA 10033028.46EA1 10053027.26CF 10063026.48CF 10073028.84EA1 10083029.00EA 10093029.20 EA SW S SW1 S 10103029.23EA S SW1 10113029.08EA1 10123026.62CF 10143029.31EA 10153026.65DIT S 10163025.51DIT 10173027.56CV S/12IN CPP 10183026.85CV 10193025.48CV S/24IN CPP 10203029.30SW1 10213029.33SW 10223028.84CR 10233028.52TR UT S UT1 S 10243028.88SW S 10253028.79SW 10263028.45SW 10273028.45SW CL 10283029.51EB UE S UE1 S 10293028.15UE 10303028.71UT 10313028.68UT 10323028.65UT 10333028.33UT 10343026.46UT 10353026.67UE 10363028.37UE10373028.36UT 10393028.79GAS 10403026.18GAS DP/STUB 10423028.21B 10433028.26B 10443028.31 B 10453028.22B 10463027.85B 10473028.82UT1 10483028.72UE1 10493028.58UE1 10503028.69UT1 10513028.67UT1 10523028.45UE1 10533028.65UE1 10543028.65UT1 10553028.50IN/-6.1 10563028.45SPV 10573029.54SW1 10583029.61SW 10593029.34TC S TC7 S10603028.87FL S FL7 S 10613028.93FL 10623029.40TC PC 10633029.56TC10643029.08FL 10653029.53TC PT10663029.03FL 10673028.77FL10683029.27TC SW1 S 10693029.16TC PC 10703028.69FL 10713028.73FL 10723029.16TC10733028.72FL 10743028.70FL 10753029.16TC PT 10763029.03TC PC10773028.60FL 10783028.60FL 10793028.59FL 10803029.05TC 10813028.59FL 10823028.58FL 10833029.03TC PT 10843029.36 BUSH/2FT 10853029.30BUSH/2FT 10863029.05TC 10873028.68TC SW110883028.61FL 10893028.62FL 10903029.59SW 10913028.67SW TC 10923029.08TC 10933028.98TC10943028.49FL 10953028.33FL 10963028.85TC 10973029.08TC SW S10983028.61FL 10993029.09 SW 11003029.09BUSH 11013029.16SW 11023029.14SW TC11033028.68FL 11043029.18MB 11053029.13MB 11063028.14IN/-5.2 11073027.46IN/-4.35 11083028.59BP 11093028.58FH 11103029.36TC1 S 11113028.87 FL1 S 11123028.01CS11133027.66CS 11143027.89WAT/STUB 11153029.40TC1 11163028.91FL1 11173028.99TC1 11183029.01TC1 11193029.46TC1 11203028.93FL1 11213028.93FL1 11223029.00FL111233029.47TC1 11243029.24TC1 11253028.83FL1 11263028.83SW S11273028.85BD S/TRASH ENCL. 11283028.80BD 11293028.79SW 11303028.56SW 11313028.58BD 11323029.03BD 11333029.19TC1 11343029.00TC1 11353028.84FL 11363028.54FL1 11373027.41B S 11383026.53B 11393026.51B 11403027.01B 11413026.90B 11423027.20B 11433026.75B 11443028.56T S 11453028.65T 11463028.72T 11473028.38T 11483028.26T 11493028.66G 11503028.80B S 11513028.94B 11523028.71B 11533028.60B 11543028.31B 11553028.32B 11563028.64B 11573028.43B S 11583028.05B 11593028.61B 11603028.26B 11613027.30B 11623027.53B 11633027.81B 11643027.41B 11653028.67T S 11663029.68T 11673030.08T 11683028.78G 11693028.28B S 11703028.72B 11713028.73B 11723028.43B 11733028.94G 11743028.51G 11753028.31G 11763029.39G 11773026.95G 11783027.72G 11793028.53G 11803028.46G 11813027.82G 11823027.60G 11833026.45G 11843026.77G 11853026.86G 11863026.37G 11873026.64G 11883026.31G 11893028.63PS S 11903028.66PS1 S 11913028.75PS1 11923028.71PS 11933028.87PS S 11943028.85PS 11953028.83PS S 11963029.01PS 11973029.18PS S 11983028.76PS 11993028.67PS S 12003028.90G 12013028.53G 12023028.50G 12033029.06TC2 S TC4 S PC12043028.56FL2 S FL4 S 12053028.61FL2 12063029.11TC2 12073029.10TC2 12083028.62FL2 12093028.56FL212103029.03TC2 12113028.96TC2 PT TC5 S 12123028.49FL2 FL5 S 12133028.26 G 12143028.09G 12153028.68TC2 S TC6 S12163028.18FL2 S FL6 S 12173028.26FL2 12183028.26FL2 12193028.28FL2 12203028.31FL2 12213028.30FL2 12223028.30FL2 12233028.24FL2 12243028.30FL2 12253028.23FL2 12263028.08FL2 12273028.13IN/-4.5 12283028.74TC2 PC 12293028.78TC2 12303028.78TC2 PT 12313028.77TC2 PC 12323028.76TC2 12333028.71TC2 PT 12343028.65TC2 12353028.55LP/BASE 12363028.76DT 12373028.29WV 12383028.36WV 12393028.45G 12403028.34G 12413028.16G 12423028.35G 12433028.70 G 12443028.94BUSH 12453029.12DT 12463029.00BUSH 12473028.67LP/BASE 12503028.81FL212513029.32TC2 PC 12523029.30TC2 12533029.28TC2 PT12543028.79TC2 SW S 12583028.80TC2 B 12593029.27 12603028.77FL2 12613028.78FL212623028.79FL212633028.80FL2 12643028.73FL2 12653028.75FL2 12723029.18TC412733028.66FL4 12743028.93TC5 12753028.40FL5 12763028.34PS S 12773028.38PS PS1 S 12783028.51PS1 12793028.42PS1 S 12803028.32PS1 PS 12813028.17PS1 S PS 12823028.41PS1 12833028.35PS1 S 12843027.99 PS PS1 12853027.49PS PS1 S 12863028.29PS1 12873028.28PS1 S 12883027.81PS PS1 12893027.90PS PS1 S 12903028.31PS1 12913028.35PS1 S 12923028.00PS1 PS 12933028.05PS 12943028.64TC612953028.11FL6 13233028.54CRN S 13243028.56CRN 13253028.62G 13263029.03MHS/-7.58 14023028.93PS1 14033028.92PS 14043028.92PS S 14053028.97PS 14063028.93PS S 14073028.95PS 14083028.98PS S 14093028.88PS 14103028.86PS S 14113028.98PS 14123028.93PS S 14133028.85PS 14143028.78PS S 14153028.89PS 14163028.86PS S 14173028.65PS 14183028.60PS 14193028.80PS 14203029.12 TC PC14213028.61FL 14223028.73BP 14233028.66FL 14243028.71FL14253029.25TC 14263028.77FL 14273028.79FL14283029.30TC PT 14293028.97PS S 14303028.93PS 14313028.93PS 14323028.97PS CL 14333028.97BUSH 14343028.87G 14353028.92G 14363028.72G 14373028.49G 14383028.61 TC1 14393028.12TC1 14403028.11TC1 14413028.57TC1 14423028.17FL1 14433028.10FL1 14573028.38 BUSH 14583027.90B S 14593027.92B 14603028.27 BUSH 14613028.39BUSH 14623028.56BUSH 14633028.64BUSH 14643028.41T S 14653028.77T 14663028.42T 14673027.71T 14683028.10G 14693029.04DT 14703029.04TC7 PC14713028.59FL7 14723028.29FL7 14733028.77TC7 14793028.90TC714803028.34FL7 14813028.51LP 304SET-PIN 306SET-PIN 308SET-PIN GAS STUB WATER STUB PROPOSED SEWER STUB LIGHT POLE BASE LIGHT POLE BASE LOT 2A TRASH ENCLOSURE 12" CPP CULVERT H I G H W A Y 9 3 - K A L I S P E L L B Y P A S S C P C P C P SS W W 5' - 1 1 1 /2 " 5' - 1 1 1 / 2 "4 4' - 9 7 /8 " R o o f O v e r h a n g 3 8 ' - 1 1 1 3 /1 6 " B uil d in g W a ll 1 8 ' - 2 1 3 / 1 6 " B uil din g W a ll 1 6 ' - 9 1 3 / 1 6 " R o o f O v e r h a n g 1 5 ' - 0 1 3 / 1 6 " R o o f O v e r h a n g 4 8 ' - 4 3 /8 " S N O W S T O R A G E E X I S T I N G B I K E P A T H E X I S T I N G F E N C E P R O P E R T Y L I N E P R O P E R T Y L I N E P R O P E R T Y L I N E 1 " / 1 '-0 "5 ' - 0 " 6 ' - 0 " 6' - 0 " 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 2 0 2 1 2 2 T Y P 2 0 ' - 0 " T Y P 9 ' - 0 " T Y P9' - 0 " EXISTING LANDSCAPING TO REMAIN EXISTING HYDRANT EXISTING MAILBOXES E X I S T I N G S I D E W A L K EXISTING LANDSCAPING TO REMAIN EXISTING PARKING E X I S T I N G P A R K I N G E X I S T I N G P A R K I N G EXISTING DUMPSTER ENCLOSURE EXISTING TURF Bu i l d i n g No r t h 1 1 1' - 5 3 / 8 " P R O P E R T Y L I N E 2 4 ' - 0 " 2 0' - 0 " PARKING SUMMARY PHASE 1 BASEMENT = 1,294 S.F.PARKING RATIO = 1 / 250 S.F. =5 SPACES 19 SPACES REQUIRED 22 PARKING SPACE PROPOSED LEVEL 1 AREA = 3,517 S.F.PARKING RATIO = 1 / 250 S.F. = 14 SPACES QUARTZ CREEK DENTAL REQ'D PARKING = 19 SPACES SHEET # Mark T Johnson Architect, Ltd NO T F O R C O N S T R U C T I O N Mark T. Johnson, Architect 680 Stone Street Kalispell, MT 59901 406-249-5681 office CAUTION: THESE PLANS MAY HAVE BEEN DISTORTED DURING REPRODUCTION. SCALING OF DRAWINGS MAY RESULT IN ERRONEOUS MEASUREMENTS. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION DESIGN REVIEW FINAL DESIGN PERMIT CONSTRUCTION PLANS ISSUED FOR: PLANS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS INDICATED. PLANS ARE THE INTELLECTUAL PROPERTY OF MARK T. JOHNSON ARCHITECT AND ARE NOT TO BE USED FOR WORK IN EXCESS OF THIS PROJECT UNDER THE EXPRESSED APPROVAL OF THE ARCHITECT. ANY UNAUTHORIZED REPRODUCTION OR USE IS STRICTLY PROHIBITED A001 Ne w D e n t a l C l i n i c Ka l l i s p e l l , M T Proposed Site Plan 20 August, 2023 67 5 T r e e l i n e R o a d 1" = 10'-0" 1 Proposed Site Plan True North REVISIONS Number Date Refrigerator DN DN U.C. Refr. 1 1 BB 2 A200 2 A200 1 A200 1 A200 1' - 4 " 70 ' - 0 " 2' - 0 " 0' - 6 " Fi n i s h 8' - 6 1 / 2 " Fi n i s h 8' - 6 1 / 2 " 0' - 5 1 / 2 " 10 ' - 6 1 / 2 " 0' - 5 1 / 2 " 4 4 DD 2 A201 2 A201 F F 2 2 3' - 0" 3' - 7" 3' - 0" 1 A202 1 A202 ø 6 7 5' - 1 1 7 / 8 " TR-1 100 TR-2 101 TR-3 102 TR-4 103 TR-5 104 TR-6 105 TR-7 106 TR-8 107 Staff Breakroom 110 Checkout Desk 114 Consultation Room 115 Office 116 Waiting Room 122 Checkin Desk 123 Storage 120 Lobby RR 124 Vestibule 127 Fi n i s h 2' - 3 " 3' - 3 " Fi n i s h 2' - 1 1 " 9' - 7 1/8" 1' - 6"7' - 8"33' - 8"12' - 8"1' - 6" 57' - 0" Fi n i s h 2' - 3 " 3' - 3 " Fi n i s h 2' - 1 1 " Fi n i s h 2' - 3 " 3' - 3 " Fi n i s h 2' - 1 1 " Fi n i s h 2' - 3 " 3' - 3 " Fi n i s h 3' - 0 1 / 2 " TR-10 109 TR-9 108 Stairway 117 Clinic Circulation 118 X Ray Exposure Button 3' - 7 7 / 1 6 " 5 5 G G H H 11 ' - 0 " 36 ' - 0 " 23 ' - 0 " CC EE Fi n i s h 8' - 5 " Fi n i s h 8' - 5 " Fi n i s h 8' - 5 " Fi n i s h 10 ' - 5 1 / 4 " Dr. D.A. Fi n i s h 3' - 1 0 1 / 2 " Fi n i s h 4' - 6 1 / 2 " Fi n i s h 2' - 1 1 " 3' - 3 " Fi n i s h 2' - 3 " Fi n i s h 2' - 1 1 " 3' - 3 " Fi n i s h 2' - 3 " Fi n i s h 2' - 1 1 " 3' - 3 " Fi n i s h 2' - 3 " Fi n i s h 3' - 0 1 / 2 " 3' - 3 " Fi n i s h 2' - 3 " Fi n i s h 8' - 5 " Fi n i s h 8' - 5 " Fi n i s h 8' - 5 " Fi n i s h 3' - 1 0 1 / 2 " Fi n i s h 4' - 6 1 / 2 " 8 8 1 A201 1 A201 1' - 6" Fi n i s h 4' - 6 1 / 2 " Fi n i s h 3' - 1 0 1 / 2 " Fi n i s h 4' - 8 " Fi n i s h 3' - 1 0 1 / 2 " 3' - 7" Pan X-Ray 119 Janitor 121 1' - 6"17' - 0"20' - 0"17' - 0"1' - 6" Bu i l d i n g No r t h 3 3 6 6 7 7 ch a s e Lndry Drop Be t w e e n H a n d r a i l s 4' - 0 " 0' - 1 1 " 20 1/8" Fi n i s h 33 1 / 4 " Fi n i s h 32 3 / 4 " ø 67 ø 67 Fi n i s h 39 7 / 1 6 " Fi n i s h 41 1 1 / 1 6 " M-11 UC-300M-3 BELOW WASTE Finish Typ 9' - 7 5/8" A111 1 A111 2 A114 1 A112 4 A112 1 A114 3 Clinic R/R 112 Staff R/R 113 Va n i t y T o p TALL STORAGE CABINET inside 21 7/8" Refreshment Table AA M-11 OP E N S H E L F ST O R A G E 1 A210 2 A210 3 A210 4 A210 A112 8 A111 11 100 101 102 103 104 105 106 107 108 109 110 111 112 113T114115T116T117T118T113114T115116117118 119 120 121 122 123 124 125 126 127 128 10 11 12 13 14 15 16 17 18 20 21 23 24 50 22 19 36" 51 5236 " Sterilization / Lab 111 2 A202 W5 W5 W5 W5 W5 W5 W5 W5 W5 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W4 W4 W4 W4W1 WT1 WT1 WT1 WT2 W4 6 A211 7 A211 W7 W7 W7 W7 W7 W7 W7 W7 5 A211 22 ' - 6 " 2' - 6 " 32 ' - 0 " 2' - 6 " 10 ' - 6 " 5' - 6 " 11 ' - 9 " 7' - 1 0 " 8' - 4 " 7' - 1 0 " 10 ' - 7 " 7' - 0 " 7' - 0 " 4' - 2 " 73 ' - 4 " 1' - 4 " 11 ' - 0 " 17 ' - 0 " 19 ' - 0 " 8' - 0 " 15 ' - 0 " 2' - 0 " 14' - 11"2' - 1"4' - 0"6' - 0"6' - 0"4' - 0" 57' - 0" 7' - 8"10' - 4"18' - 0"1' - 0"4' - 4"12' - 8" 4' - 6 " 5' - 8 " 8' - 0 " 10 ' - 7 " 7' - 1 0 " 8' - 4 " 7' - 1 0 " 11 ' - 9 " 5' - 6 " 22 ' - 6 " 2' - 6 " 32 ' - 0 " 2' - 6 " 10 ' - 6 " 23 ' - 0 " 36 ' - 0 " 11 ' - 0 " 0' - 6 " 2' - 0 " 70 ' - 0 " 1' - 4 " 2' - 0 " 15 ' - 0 " 8' - 0 " 19 ' - 0 " 17 ' - 0 " 11 ' - 0 " 1' - 4 " 73 ' - 4 " 3' - 5"4' - 3"5' - 2"4' - 8"4' - 8"4' - 8"4' - 8"4' - 8"5' - 2"3' - 7"5' - 6"3' - 7" 7' - 8"9' - 4"1' - 0"18' - 0"1' - 0"4' - 4"12' - 8" 0' - 5 1 / 2 " 16 ' - 6 1 / 2 " 0' - 5 1 / 2 " 7' - 6 1 / 2 " 0' - 5 1 / 2 " 8' - 6 1 / 4 " 0' - 3 1 / 2 " 8' - 6 1 / 4 " 0' - 3 1 / 2 " 8' - 6 1 / 4 " 0' - 3 1 / 2 " 8' - 7 3 / 4 " 0' - 5 1 / 2 " 5' - 5 " 0' - 3 1 / 2 " 4' - 1 0 " 0' - 5 1 / 2 " 0' - 5 1 / 2 " 16 ' - 6 1 / 2 " 0' - 5 1 / 2 " 7' - 6 1 / 2 " 0' - 5 1 / 2 " 8' - 6 1 / 4 " 0' - 3 1 / 2 " 8' - 6 1 / 4 " 0' - 3 1 / 2 " 8' - 6 1 / 4 " 0' - 3 1 / 2 " 8' - 7 3 / 4 " 0' - 5 1 / 2 " 4' - 8 3 / 4 " 0' - 3 1 / 2 " 5' - 6 1 / 4 " 0' - 5 1 / 2 " 0' - 5 1 / 2 " 18 ' - 6 3 / 4 " 0' - 5 1 / 2 " 10 ' - 4 7 / 1 6 " 0' - 5 1 / 2 " 7' - 4 5 / 1 6 " 0' - 5 1 / 2 " 11 ' - 4 1 / 4 " 0' - 5 1 / 2 " 5' - 1 1 1 / 4 " 0' - 5 1 / 2 " 0' - 3 1 / 2 " 7' - 0 1 / 4 " 0' - 5 1 / 2 " 3' - 4 3/8"6' - 0"6' - 0"3' - 4 1/2" 0' - 5 1/2" 16' - 10 5/8" 0' - 3 1/2" 18' - 8 7/8" 0' - 3 1/2" 16' - 10 1/2" 0' - 5 1/2" 4' - 1 1 1 / 2 " 5' - 1 0 7 / 1 6 " 3' - 0 " 4' - 1 1 1 / 2 " 5' - 1 0 7 / 1 6 " 3' - 0 " 0' - 5 1/2"6' - 9 1/4" 0' - 3 1/2" 6' - 5 1/4"12' - 3 5/8" 0' - 5 1/2"11' - 6"0' - 3 1/2" 0' - 5 1 / 2 " 10 ' - 6 1 / 2 " 0' - 5 1 / 2 " Finish Typ 9' - 7 5/8" 0' - 5 1/2"5' - 6" 0' - 3 1/2" 5' - 7 1/4" 0' - 5 1/2" Fi n i s h 3' - 1 1 3 / 8 " Fi n i s h 3' - 5 7 / 8 " 0' - 5 1/2" 6' - 7 1/8" 0' - 5 1/2" 33' - 0 3/8" 0' - 3 1/2" 12' - 8 1/2"0' - 5 1/2" 7' - 6 1 / 2 " 0' - 5 1 / 2 " 7' - 4 1 / 2 " 0' - 5 1 / 2 " 6' - 8 1 / 2 " 0' - 5 1 / 2 " 0' - 5 1/2"6' - 9 1/8"0' - 3 1/2" WT3 8' - 7 1 / 4 " 0' - 5 1 / 2 " 13 ' - 5 3 / 4 " 0' - 5 1 / 2 " 4' - 1 1/2" 0' - 3 1/2" 8' - 3 1/2" 0' - 5 1/2" 1' - 0 3 / 4 " W4 W4 W4 2' - 1 1 1 / 4 " 3' - 0 3 / 4 " 8 A211 3 A113 ARCH'L PLAN NOTE LEGEND INDICATES WINDOW -SEE WINDOW SCHEDULE SHEET A003 HD1 P1-6 INDICATES DOOR -SEE DOOR SCHEDULE SHEET A003 INDICATES HOLDOWN -SEE FOOTING SCHEDULE INDICATES SHEAR WALL -SEE SHEAR WALL SCHED. 100 102 A1.71 3 2 4 INTERIOR ELEVATION SYMBOL INDICATES VIEW # INDICATES SHEET # W8 INDICATES WALL TYPE- SEE DETAIL SHEET A020 SHEET # Mark T Johnson Architect, Ltd NO T F O R C O N S T R U C T I O N Mark T. Johnson, Architect 680 Stone Street Kalispell, MT 59901 406-249-5681 office CAUTION: THESE PLANS MAY HAVE BEEN DISTORTED DURING REPRODUCTION. SCALING OF DRAWINGS MAY RESULT IN ERRONEOUS MEASUREMENTS. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION DESIGN REVIEW FINAL DESIGN PERMIT CONSTRUCTION PLANS ISSUED FOR: PLANS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS INDICATED. PLANS ARE THE INTELLECTUAL PROPERTY OF MARK T. JOHNSON ARCHITECT AND ARE NOT TO BE USED FOR WORK IN EXCESS OF THIS PROJECT UNDER THE EXPRESSED APPROVAL OF THE ARCHITECT. ANY UNAUTHORIZED REPRODUCTION OR USE IS STRICTLY PROHIBITED A100 Ne w D e n t a l C l i n i c Ka l l i s p e l l , M T Level 1 Floor Plan 20 August, 2023 67 5 T r e e l i n e R o a d 1/4" = 1'-0" 1 Level 1 Floor Plan Ground Level Room Schedule Name Number Area Function of Space Occupant Load Factor Occupant Load Level TR-1 100 95 SF Outpatient Area 100 gross 1 Level 1 TR-2 101 91 SF Outpatient Area 100 gross 1 Level 1 TR-3 102 91 SF Outpatient Area 100 gross 1 Level 1 TR-4 103 95 SF Outpatient Area 100 gross 1 Level 1 TR-5 104 119 SF Outpatient Area 100 gross 1 Level 1 TR-6 105 119 SF Outpatient Area 100 gross 1 Level 1 TR-7 106 95 SF Outpatient Area 100 gross 1 Level 1 TR-8 107 91 SF Outpatient Area 100 gross 1 Level 1 TR-9 108 91 SF Outpatient Area 100 gross 1 Level 1 TR-10 109 93 SF Outpatient Area 100 gross 1 Level 1 Staff Breakroom 110 205 SF Assembly Unconcentrated 15 net 14 Level 1 Sterilization / Lab 111 191 SF Business Area 150 gross 2 Level 1 Clinic R/R 112 48 SF Unnoccupied 0 Level 1 Staff R/R 113 66 SF Unnoccupied 0 Level 1 Checkout Desk 114 167 SF Business Area 150 gross 2 Level 1 Consultation Room 115 70 SF Business Area 150 gross 2 Level 1 Office 116 169 SF Business Area 150 gross 1 Level 1 Stairway 117 140 SF Unnoccupied 0 Level 1 Clinic Circulation 118 748 SF Unnoccupied 0 Level 1 Pan X-Ray 119 45 SF Business Area 150 gross 1 Level 1 Storage 120 40 SF Accessory Storage 300 gross 0 Level 1 Janitor 121 26 SF Unnoccupied 0 Level 1 Waiting Room 122 428 SF Assembly Unconcentrated 15 net 28 Level 1 Checkin Desk 123 102 SF Business Area 150 gross 1 Level 1 Lobby RR 124 48 SF Unnoccupied 0 Level 1 Vestibule 127 43 SF Unnoccupied 0 Level 1 Grand total: 26 3518 SF REVISIONS Number Date 2 07/12/23 W/D WH UP UP 1 1 BB 2 A200 2 A200 1 A200 1 A200 4 4 D 2 A201 2 A201 F F 57' - 0" 2 2 0' - 5 1/2" 0' - 5 1 / 2 " 0' - 5 1/2" 0' - 5 1 / 2 " 1' - 4 " 28 ' - 0 " 42 ' - 0 " 2' - 0 " 0' - 6 " Storage 001 Circulation 002 Mechanical 003 Office 004 1 A202 1 A202 STACKED VACUUM AND COMPRESSOR FURN FU R N 5 5 G G H H CC E 8 8 1 A201 1 A201 Basement R.R. 006 1' - 6"17' - 0"20' - 0"17' - 0"1' - 6" Under Stair Storage 005 73 ' - 1 0 " Bu i l d i n g No r t h Fa c e o f S t u d F u r r i n g W a l l 9' - 4 3 / 1 6 " Fi n i s h 4' - 1 0 3 / 1 6 " Fa c e o f S t u d F u r r i n g W a l l 11 ' - 6 5 / 8 " 3 3 6 6 7 7 LOCKERS BE N C H Chase From Attic 0' - 1 0 " 4 A202 9' - 0 1 / 1 6 " Finish 4' - 6" 60 " 6' - 0"0' - 3 1/2" Laundry Drop in Tall Cabinet 48 9/16"37" A114 2 AA 3D Printer 5 1 / 2 " 5 1 / 2 " 1 A210 2 A210 3 A210 4 A210 22 ' - 6 " 2' - 6 " 32 ' - 0 " 2' - 6 " 10 ' - 6 " 1' - 6"7' - 8"33' - 8"12' - 8"1' - 6" 57' - 0" 10 ' - 6 " 2' - 6 " 32 ' - 0 " 2' - 6 " 22 ' - 6 " 1' - 4 " 28 ' - 0 " 42 ' - 0 " 2' - 0 " 0' - 6 " 73 ' - 1 0 " 1' - 10"30' - 0"1' - 10" 01 02 03 04 3 A202 2 A202 Fi n i s h 4' - 6 " From Inside Concrete 16' - 6 5/8"0' - 3 1/2"13' - 5 11/16"0' - 3 1/2"4' - 7 1/4" 0' - 3 1/2"From Inside Concrete 17' - 1 15/16" W3 W3 W3 W3 W3 W1 W1 W1 W1 W1 W1 W4 W1 2" PEA GRAVEL OVER 10 MIL CLASS 1 VAPOR RETARDER OVER 8" OF 1 1/2" WASHED ROCK. VAPOR RETARDER TO BE INSTALLED CONTINUOUS WITH TAPED LAPS AND SEALED PENETRATIONS OVER TOP OF FOOTINGS AND SEALED TO FOUNDATION WALL AT 12" MIN. ABOVE FOOTING. 6 A211 7 A211 5 A211 2' - 4 1/4" 4' - 10 1/4" 5' - 1 0 1 / 2 " 0' - 5 1 / 2 " 2' - 8 1 / 1 6 " 0' - 3 1 / 2 " 6' - 7 1 5 / 1 6 " 0' - 3 1 / 2 " 5' - 1 1 / 4 " 0' - 5 1 / 2 " 3' - 1 1 1 / 4 " 0' - 5 1 / 2 " 0' - 8 " 7' - 8"9' - 4"1' - 0"18' - 0"1' - 0"17' - 0" 8 A211 A112 6 A113 1 FURN 3 A113 ARCH'L PLAN NOTE LEGEND INDICATES WINDOW -SEE WINDOW SCHEDULE SHEET A003 HD1 P1-6 INDICATES DOOR -SEE DOOR SCHEDULE SHEET A003 INDICATES HOLDOWN -SEE FOOTING SCHEDULE INDICATES SHEAR WALL -SEE SHEAR WALL SCHED. 100 102 A1.71 3 2 4 INTERIOR ELEVATION SYMBOL INDICATES VIEW # INDICATES SHEET # W8 INDICATES WALL TYPE- SEE DETAIL SHEET A020 SHEET # Mark T Johnson Architect, Ltd NO T F O R C O N S T R U C T I O N Mark T. Johnson, Architect 680 Stone Street Kalispell, MT 59901 406-249-5681 office CAUTION: THESE PLANS MAY HAVE BEEN DISTORTED DURING REPRODUCTION. SCALING OF DRAWINGS MAY RESULT IN ERRONEOUS MEASUREMENTS. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION DESIGN REVIEW FINAL DESIGN PERMIT CONSTRUCTION PLANS ISSUED FOR: PLANS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS INDICATED. PLANS ARE THE INTELLECTUAL PROPERTY OF MARK T. JOHNSON ARCHITECT AND ARE NOT TO BE USED FOR WORK IN EXCESS OF THIS PROJECT UNDER THE EXPRESSED APPROVAL OF THE ARCHITECT. ANY UNAUTHORIZED REPRODUCTION OR USE IS STRICTLY PROHIBITED A101 Ne w D e n t a l C l i n i c Ka l l i s p e l l , M T Basement Level Floor Plan 20 August, 2023 67 5 T r e e l i n e R o a d 1/4" = 1'-0" 1 Basement Level Floor Plan Basement Room Schedule Name Number Area Function of Space Occupant Load Factor Occupant Load Level Storage 001 427 SF Accessory Storage 300 gross 1 Basement Level Circulation 002 163 SF Unnoccupied 0 Basement Level Mechanical 003 142 SF Mechanical Equipment 300 gross 1 Basement Level Office 004 413 SF Business Area 150 gross 3 Basement Level Under Stair Storage 005 82 SF Accessory Storage 0 Basement Level Basement R.R. 006 67 SF Business Area 150 gross 1 Basement Level Grand total: 6 1294 SF REVISIONS Number Date Level 1 0' -0" B 2 A200 2 A200 T.O.P. Clinic 12' -0" D 2 A201 2 A201 F 1 A202 1 A202 G HCE T.O.P. Office 10' -1 1/8" 6' - 0 " 0' - 4 " 2' - 7 1 / 8 " 4' - 2 " AS-1 VSS-3 HSS-1VSS-2 VSS-2 PS-2 PS-2 VSS-2 VSS-3 HSS-1 AS-1 WT-1 HSS-1 A 4 A210 119120 121122123124125 36" 84 "52 1' - 1 0 7 / 8 " 7' - 1 1 / 8 " 3' - 0 " 1' - 1 0 7 / 8 " 7' - 1 1 / 8 " 3' - 0 " 0' - 4 " 1' - 3 1 / 8 " 5' - 6 " 3 " / 1'-0"3" / 1'-0" 3" / 1'-0" 3' - 1"5' - 0"2' - 5" 2' - 2 15/16"4' - 0"4' - 0"4' - 0"1' - 11 9/16"3' - 5"2' - 10 1/2" 6 A211 5 A211 A501 1 A501 1 A501 2 A501 2 A501 3 A501 3 A501 3 A501 10 A501 4 A501 5 A501 6 A501 6 A501 8 A501 9 A501 9 A501 11A501 11 A501 12 Typ WT-1 WT-1WT-1 WT-1 WT-1 DOWNSPOUT TYP. 3 A113 Level 1 0' -0" 1 1 A200 1 A200 T.O.P. Clinic 12' -0" 42 5 8 T.O.P. Office 10' -1 1/8" 1 A201 3 6 7 VSS-2 VSS-3 PS-2 PS-2 AS-1 VSS-2HSS-1 HSS-1 WT-1 111112 113 113T 114 114T 115 115T 116 116T 117 117T 118 118T 36" 84 " 51 1' - 1 0 7 / 8 " 7' - 1 1 / 8 " 3' - 0 " 0' - 4 " 2' - 3 1 / 8 " 4' - 6 " 0' - 4 " 2' - 7 1 / 8 " 4' - 2 " 1' - 1 0 7 / 8 " 7' - 1 1 / 8 " 3' - 0 " 1' - 8"4' - 0"1' - 6"4' - 0"1' - 6" 3' - 0 " 0' - 4 " 9' - 9 1 / 8 " 5' - 1 0 1 / 1 6 " 1' - 9 1/2"3' - 5"2' - 5 1/2" 3 " / 1 '-0 "3" / 1'-0" 3" / 1'-0"3 " / 1 '-0" 3 " / 1 '-0 " 3" / 1'-0" 7 A211 A501 1 A501 2 A501 3 A501 3 A501 10 A501 5 A501 4 A501 6 A501 6 A501 9 A501 9 A501 8 A501 7 SIGN COPY = 10.4 S.F. WT-1 WT-1 8 A211 A501 13 SHEET # Mark T Johnson Architect, Ltd NO T F O R C O N S T R U C T I O N Mark T. Johnson, Architect 680 Stone Street Kalispell, MT 59901 406-249-5681 office CAUTION: THESE PLANS MAY HAVE BEEN DISTORTED DURING REPRODUCTION. SCALING OF DRAWINGS MAY RESULT IN ERRONEOUS MEASUREMENTS. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION DESIGN REVIEW FINAL DESIGN PERMIT CONSTRUCTION PLANS ISSUED FOR: PLANS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS INDICATED. PLANS ARE THE INTELLECTUAL PROPERTY OF MARK T. JOHNSON ARCHITECT AND ARE NOT TO BE USED FOR WORK IN EXCESS OF THIS PROJECT UNDER THE EXPRESSED APPROVAL OF THE ARCHITECT. ANY UNAUTHORIZED REPRODUCTION OR USE IS STRICTLY PROHIBITED A300 Ne w D e n t a l C l i n i c Ka l l i s p e l l , M T Exterior Elevation Views 20 August, 2023 67 5 T r e e l i n e R o a d 1/4" = 1'-0" 1 South Elevation 1/4" = 1'-0" 2 East Elevation MATERIAL FINISH SCHEDULE Material : Mark Material: Description Material: Manufacturer Material: Color Material: Size Material: Rib / Reveal AS-1 Duration Max Comp. Asphalt Shingles Owens Corning Carbon 12" x 36" F6 Gypsum Wall Board Varies Varies F7 Metal Fascia 'Black' Glacier Steel Black Varies X 24Ga F12 Flush Panel Metal Soffit (Perforated) Glacier Steel Dark Bronze 16" X 24Ga 1" HSS-1 Lux V-Groove Metal Siding Lux Architectural Products Kona Woodgrain 6" 1 1/2" PS-2 Painted Reveal Panel Conctrete Siding James Hardi Manufacturing SW6502 'Loch Blue' Varies x 5/16" 7/16" x 16 Ga. Reveal Trims T&G1 Blue Pine T&G Varies Satin Clear Polyurethane Finish 1x6 VSS-2 10" Bat'n Lock Panel Miramac Metals Onyx Black 10" x 24 Ga. 3/4" VSS-3 Corrugated Metal Siding Glacier Steel Products Bondarized 36" x 24 Ga. 7/8" WT-1 Composite Wood Trim LP Building Solutions SW6258 Tricorn Black Varies KICK-OUT FLASHING KICK-OUT FLASHING REVISIONS Number Date Level 1 0' -0" B 2 A200 2 A200 T.O.P. Clinic 12' -0" D 2 A201 2 A201 F 1 A202 1 A202 GH CE T.O.P. Office 10' -1 1/8" AS-1 VSS-3 AS-1 VSS-2 HSS-1 HSS-1 PS-2 PS-2 VSS-3 VSS-3 VSS-2 A 1 A210 2 A210 103104105106107 108109110 1' - 1 0 7 / 8 " 7' - 1 1 / 8 " 3' - 0 " 0' - 4 " 2' - 3 1 / 8 " 4' - 6 " 1' - 9"5' - 0"2' - 0"5' - 0"2' - 0"5' - 0"1' - 9" 6' - 0 " 1' - 1 0 7 / 8 " 7' - 1 1 / 8 " 3' - 0 " 0' - 4 " 1' - 3 1 / 8 " 5' - 6 " 3" / 1 '-0 "3" / 1'-0" 3 " / 1 '-0 " 3" / 1'-0" A501 1 A501 1 A501 2 A501 2 A501 3 A501 3 A501 3 A501 3 A501 4 A501 4 A501 10 A501 6 A501 6 A501 3 A501 3 A501 11 A501 12 Typ A501 12 Typ SIGN COPY = 10.4 S.F. WT-1 WT-1 WT-1WT-1 KICK-OUT FLASHING KICK-OUT FLASHING DOWNSPOUT TYP. 3 A113 Level 1 0' -0" 11 A200 1 A200 T.O.P. Clinic 12' -0" 4 258 T.O.P. Office 10' -1 1/8" 1 A201 1 A201 3" / 1 '-0 " 367 VSS-3 PS-2 VSS-2 VSS-2 PS-2 VSS-3 HSS-1 AS-1 1' - 4 1/16"4' - 0"4' - 0"4' - 0"3' - 7 15/16" 2' - 6"4' - 0"4' - 0"4' - 0"2' - 6" 3 A210 100101102 3' - 0 " 7' - 1 1 / 8 " 1' - 1 0 7 / 8 " 5' - 6 " 1' - 3 1 / 8 " 0' - 4 " 3' - 0 " 7' - 1 1 / 8 " 1' - 1 0 7 / 8 " 5' - 6 " 1' - 3 1 / 8 " 0' - 4 " 16 ' - 9 9 / 1 6 " 14 ' - 3 1 5 / 1 6 " 3" / 1'-0" 3" / 1'-0"3" / 1 '-0 " 3" / 1'-0"3" / 1'-0" A501 1 A501 1 A501 4 A501 5 A501 11 A501 10 A501 12 Typ A501 6 A501 6 A501 8 A501 9 A501 9 SIGN COPY = 10.4 S.F. WT-1 WT-1 WT-1 WT-1WT-1 8 A211 A501 13 KICK-OUT FLASHING KICK-OUT FLASHING SHEET # Mark T Johnson Architect, Ltd NO T F O R C O N S T R U C T I O N Mark T. Johnson, Architect 680 Stone Street Kalispell, MT 59901 406-249-5681 office CAUTION: THESE PLANS MAY HAVE BEEN DISTORTED DURING REPRODUCTION. SCALING OF DRAWINGS MAY RESULT IN ERRONEOUS MEASUREMENTS. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION DESIGN REVIEW FINAL DESIGN PERMIT CONSTRUCTION PLANS ISSUED FOR: PLANS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS INDICATED. PLANS ARE THE INTELLECTUAL PROPERTY OF MARK T. JOHNSON ARCHITECT AND ARE NOT TO BE USED FOR WORK IN EXCESS OF THIS PROJECT UNDER THE EXPRESSED APPROVAL OF THE ARCHITECT. ANY UNAUTHORIZED REPRODUCTION OR USE IS STRICTLY PROHIBITED A301 Ne w D e n t a l C l i n i c Ka l l i s p e l l , M T Exterior Elevations 20 August, 2023 67 5 T r e e l i n e R o a d MATERIAL FINISH SCHEDULE Material : Mark Material: Description Material: Manufacturer Material: Color Material: Size Material: Rib / Reveal AS-1 Duration Max Comp. Asphalt Shingles Owens Corning Carbon 12" x 36" F6 Gypsum Wall Board Varies Varies F7 Metal Fascia 'Black' Glacier Steel Black Varies X 24Ga F12 Flush Panel Metal Soffit (Perforated) Glacier Steel Dark Bronze 16" X 24Ga 1" HSS-1 Lux V-Groove Metal Siding Lux Architectural Products Kona Woodgrain 6" 1 1/2" PS-2 Painted Reveal Panel Conctrete Siding James Hardi Manufacturing SW6502 'Loch Blue' Varies x 5/16" 7/16" x 16 Ga. Reveal Trims T&G1 Blue Pine T&G Varies Satin Clear Polyurethane Finish 1x6 VSS-2 10" Bat'n Lock Panel Miramac Metals Onyx Black 10" x 24 Ga. 3/4" VSS-3 Corrugated Metal Siding Glacier Steel Products Bondarized 36" x 24 Ga. 7/8" WT-1 Composite Wood Trim LP Building Solutions SW6258 Tricorn Black Varies 1/4" = 1'-0" 1 North Elevation 1/4" = 1'-0" 2 West Elevation REVISIONS Number Date 1013028.67CP/MAG 1193028.66CP/MAG 1233029.46CP/MAG 10023028.61EA 10033028.46EA1 10053027.26CF 10063026.48CF 10073028.84EA1 10083029.00EA 10093029.20EA SW S SW1 S 10103029.23EA S SW1 10113029.08EA1 10123026.62CF 10163025.51DIT 10173027.56CV S/12IN CPP 10183026.85CV 10193025.48CV S/24IN CPP 10203029.30SW1 10213029.33SW 10223028.84CR 10233028.52TR UT S UT1 S 10243028.88SW S 10253028.79SW 10263028.45SW 10273028.45SW CL 10283029.51EB UE S UE1 S 10293028.15UE 10303028.71UT 10313028.68UT 10323028.65UT 10333028.33UT 10343026.46UT 10353026.67UE 10363028.37UE 10373028.36UT 10393028.79GAS 10403026.18GAS DP/STUB 10423028.21B 10433028.26B 10443028.31B 10453028.22B 10463027.85B 10473028.82UT110483028.72UE1 10493028.58UE1 10503028.69UT1 10513028.67UT1 10523028.45UE1 10533028.65UE1 10543028.65UT1 10563028.45SPV 10573029.54SW1 10583029.61SW 10593029.34TC S TC7 S3028.87FL S FL7 S 10613028.93FL 10623029.40TC PC 10633029.56TC 10643029.08FL 10653029.53TC PT 10663029.03FL 10673028.77FL10683029.27TC SW1 S 10853029.30BUSH/2FT 10863029.05TC 10873028.68TC SW110883028.61FL 10893028.62FL 10903029.59SW 10913028.67SW TC 10923029.08TC 10933028.98TC10943028.49FL 10953028.33FL 10963028.85TC 10973029.08TC SW S10983028.61FL 10993029.09SW 11003029.09BUSH 11013029.16SW 11023029.14SW TC11033028.68FL 11043029.18MB 11053029.13MB 1106 11083028.59BP 11093028.58FH 11103029.36TC1 S 11113028.87FL1 S 11123028.01CS 11133027.66CS 11143027.89WAT/STUB 11153029.40TC1 11163028.91FL1 11173028.99TC1 11183029.01TC1 11193029.46TC1 11203028.93FL1 11213028.93FL1 11223029.00FL1 11233029.47TC1 11243029.24TC1 11253028.83FL1 11263028.83SW S 11273028.85BD S/TRASH ENCL. 11283028.80BD 11293028.79SW 11303028.56SW 11313028.58BD 11323029.03BD 11333029.19TC1 11343029.00TC1 11353028.84FL 11363028.54FL1 11373027.41B S 11383026.53B 11393026.51B 11403027.01B 11413026.90B 11423027.20B 11433026.75B 11443028.56T S 11453028.65T 11463028.72T 11473028.38T 11483028.26T 11493028.66G 11503028.80B S 11513028.94B 11523028.71B 11533028.60B 11543028.31B 11553028.32B 11563028.64B 11573028.43B S 11583028.05B 11593028.61B 11603028.26B 11613027.30B11623027.53B 11633027.81B 11643027.41B 11653028.67T S 11663029.68T 11673030.08T 11683028.78G 11693028.28B S 11703028.72B 11713028.73B 11723028.43B 11733028.94G 11743028.51G 11753028.31G 11763029.39G 11773026.95G 11783027.72G 11793028.53G 11803028.46G 11813027.82G 11823027.60G 11833026.45G 11843026.77G 11853026.86G 11863026.37G 11873026.64G 11883026.31G 11893028.63PS S 11903028.66PS1 S 11933028.87PS S 11963029.01PS 11973029.18PS S 14023028.93PS1 14033028.92PS 14043028.92PS S 14053028.97PS 14063028.93PS S 14073028.95PS 14083028.98PS S 14093028.88PS 14103028.86PS S 14113028.98PS 14123028.93PS S 14133028.85PS 14143028.78PS S 14153028.89PS 14163028.86PS S 14173028.65PS 14183028.60PS 14193028.80PS 14203029.12TC PC14213028.61FL 14223028.73BP 14233028.66FL 14243028.71FL 14253029.25TC 14263028.77FL 14273028.79FL14283029.30TC PT 14293028.97PS S 14303028.93PS 14313028.93PS 14323028.97PS CL 14333028.97BUSH 14603028.27BUSH 14613028.39BUSH 14623028.56BUSH 14633028.64BUSH 14653028.77T 14663028.42T 304SET-PIN GASSTUB WATERSTUB PROPOSED SEWER STUB LOT 2A TRASHENCLOSURE 12" CPP CULVERT H I G H W A Y 9 3 - K A L I S P E L L B Y P A S S C P C P C P DN PLANTING SCHEDULE SYMBOL COMMON NAME SIZE QTY PINKY WINKY HYDRANGEA 2 GAL.H FG FOUNTAIN GRASS 1 GAL. GROUND COVER SCHEDULE SYMBOL COMMON NAME BARK MULCH PROPOSED CONCRETE SIDEWALK TREES NOTE: ALL TREES REQUIRE 4' DIA WATERING RING. LANDSCAPE CONTRACTOR TO CONTACT PARKS SUPERINTENDENT PRIOR TO PLANTING BOULEVARD TREES REGARDING PROPER PLANTING PROTOCOLS AND SUBMIT A PLANTING PERMIT. PERMIT IS AVAILABLE AT Tree-Permit (kalispell.com) CVT = CLEAR VISION TRIANGLE WITH PLANTINGS AT MAXIMUM 3' FULL GROWTH HEIGHT 4 18 ANNUAL FLOWER BED WITH ACCENT BOULDER AND BARK MULCH PERENIALS: CHIVES, ASTERS, BEE BALM, BLACK EYED SUSAN, SEDUMS, SALVIA, LAVENDER, CATMINT WITH BARK MULCH MP CRIMSON QUEEN JAPANESE MAPLE 1 2.25" CALIPEREXISTING BIKE PATH FG FG FG FG FG FGFGFGFGFG FG FG H H H H EXISTING LANDSCAPING TO REMAIN SNOW STORAGE FG FG FG EXISTING LANDSCAPING TO REMAIN FG ACCENT BOULDERS TYP. MP Bu i l d i n g No r t h DOWNSPOUT LOCATION TYP. DOWNSPOUT LOCATION TYP. DOWNSPOUT LOCATION TYP. DOWNSPOUT LOCATION TYP. DOWNSPOUT LOCATION TYP. DOWNSPOUT LOCATION TYP. DOWNSPOUT LOCATION TYP. DOWNSPOUT LOCATION TYP. FG FG 5' - 0 1/2" 5' - 0 " 1" / 1 ' - 0 " 1" / 1 ' - 0 " 1" / 1'-0" 5' - 0 " 0' - 6 " 5' - 0 " 0' - 6 " 2' - 4 " PE R M E C H . PE R ME C H . SHEET # Mark T Johnson Architect, Ltd NO T F O R C O N S T R U C T I O N Mark T. Johnson, Architect 680 Stone Street Kalispell, MT 59901 406-249-5681 office CAUTION: THESE PLANS MAY HAVE BEEN DISTORTED DURING REPRODUCTION. SCALING OF DRAWINGS MAY RESULT IN ERRONEOUS MEASUREMENTS. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION DESIGN REVIEW FINAL DESIGN PERMIT CONSTRUCTION PLANS ISSUED FOR: PLANS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS INDICATED. PLANS ARE THE INTELLECTUAL PROPERTY OF MARK T. JOHNSON ARCHITECT AND ARE NOT TO BE USED FOR WORK IN EXCESS OF THIS PROJECT UNDER THE EXPRESSED APPROVAL OF THE ARCHITECT. ANY UNAUTHORIZED REPRODUCTION OR USE IS STRICTLY PROHIBITED LS -1 Ne w D e n t a l C l i n i c Ka l l i s p e l l , M T Landscape Plan 20 August, 2023 67 5 T r e e l i n e R o a d 1" = 10'-0" 1 Proposed Landscpe Plan Project North 4" FIBROUS MULCH REVISIONS Number Date GASSTUB WATERSTUB PROPOSED SEWER STUB LOT 2A TRASHENCLOSURE 12" CPP CULVERT C P C P DN 2" SLEEVE 2" SLEEVE D3 13 D2 16 D1 27 4' Dia Watering Ring BACKFLOW PREVENTER PER DETAIL 3/LS-2 JANITOR CLOSET 2" SLEEVE Bu i l d i n g No r t h 2" SLEEVE2" SLEEVE PE R M E C H . PE R ME C H . IRRIGATION SCHEDULE SYMBOL ELECTRIC CONTROL VALVE DRIP ZONE CONTROL VALVE X DX DESCRIPTION SIZE MODEL #MANUF.NOZZLE GPM RADIUS AS MEETS SYSTEM DEMAND 1 INCH ICZ-101 OR APPROVED EQUALHUNTER LATERAL LINE MAIN LINE DRIP IRRIGATION LINE, CAP AND DRAIN AS MEETS SYSTEM DEMAND 1 1/2 INCH 1 INCH SCH 40 PVC, OR APPROVED EQUAL SCH 40 PVC, OR APPROVED EQUAL 160 PE PIPE, W/ FLUSH CAP DRIP EMITTERSNO SYMBOL RAINBIRD XB-10-PC, XB-20-PC OR APPROVED EQUAL 1,2 GPH IRRIGATION VALVE BOX HUNTER MB-LID-B OR APPROVED EQUAL AS MEETS SYSTEM DEMAND BACK FLOW PREVENTER 16 10 D1 10 SPRINKLER/ROTOR ZONE STATION NUMBER GALLONS PER MINUTE (GPM) DRIP ZONE STATION NUMBER GALLONS PER HOUR (GPH) PIPE SIZE CHART GPM PIPE SIZE 12 GPM OR LESS 12 -30 1 INCH MINIMUM 1.5 INCH NOTE: PIPE FLOW BASED ON PVC SCH 40 PIPE. CONTRACTOR TO ADJUST PIPE SIZE BASED ON FINAL SYSTEM PRESSURE AND REQUIREMENTS OF THE SYSTEM DETAIL 4/LS6 DRIP IRRIGATION VALVE BOX HUNTER MB-LID-B OR APPROVED EQUAL AS MEETS SYSTEM DEMAND 1. CONTRACTOR SHALL LOCATE AND PROTECT ALL UNDERGROUND UTILITIES, CONDUITS AND STRUCTURES AND SHALL ASSUME RESPONSIBILITY FOR ANY DAMAGE INCURRED. 2.CONTRACTOR SHALL MAKE HIMSELF AWARE OF ALL EXISTING AND PROPOSED SITE CONDITIONS, INCLUDING PLANTING, GRADING, BUIILDING CONSTRUCTION, WATER DEVELOPMENT, ELECTRIC SERVICE AND SUPPLY, PRIOR TO COMMENCEMENT OF WORK. NOTE ANY SLEEVES AND IRRIGATION STUBS FOR FUTURE WORK. 3. REFER TO ARCHITECTRURAL, CIVIL AND SPECIFICATIONS FOR ADDITIONAL INFORMATION, IF CONFLICTS EXIST CONTRACTOR SHALL BRING THESE TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 4. THE IRRIGATION CONTRACTOR SHALL CAREFULLY SCHEDULE HIS WORK WITH THE GENERAL CONTRACTOR AND ALL OTHER CONSTRUCTION ACTIVITIES. 5.ALL LANDSCAPE AREAS WITHIN THE SITE SHALL BE IRRIGATEED WITH AND AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. THE USE OF HOSE BIBS ON THE EXTERIOR OF STRUCTURES IS NOT ACCEPTABLE. 6.BACKFLOW PREVENTION DEVICE SHALL BE PROFESSIONALLY INSTALLED PER LOCAL JUISDICTION REQUIREMENTS. 7. AUTOMATIC IRRIGATION SYSTEM SHALL CONNNECT TO CITY WATER SYSTEM. IRRIGATION SYSTEM TO MEET ALL LOCAL AND STATE CODES. FINAL POINT OF CONNECTION, FLOW AND PRESSURE TO BE DETERMINED AND COORDINATED WITH OWNER'S REPRESENTATIVE. 8. ALL TURF AREAS TO BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES ARE TO BE IRRIGATED WITH AN AUTOMATICE DRIP IRRIGATION SYSTEM OR ACCEPTABLE ALTERNATIVE. THE IRRIGATION SYSTEM IS TO BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INIDIVIDUAL PLANT MATERIAL 9. ALL IRRIGATION SYSTEMS AND LANDSCAPED AREAS SHALL BE DESIGNED, CONSTRUCTED, OPERATED AND MAINTAINED SO AS TO PROMOTE WATER CONSERVATION AND PREVENT WATER OVERFLOW OR SEEPAGE INTO THE STREET, SIDEWALK OR PARKING AREAS. 10. THE IRRIGATION CONTRACT INCLUDES SUPPLYING AND INSTALLING ALL MATERIALS AND EQUIPMENT FOR A COMPLETE, AUTOMATIC IRRIGATION SYSTEM. ANY ITEMS REQUIRED TO CONFORM WITH SUCH INTENT ARE CONSIDERED TO INCIDENTAL TO THE WORK. 11. DO NOT WILLFULLY INSTALL THE SYSTEM WHEN OBVIOUS OBSTRUCTIONS, GRADE CHANGES AND SITE GEOMETRY EXIST. SUCH DIFFERENCES SHALL BE REPORTED TO THE OWER'S REPRESETATIVE. IN THE EVENT NOTIFICATION IS NOT MADE, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY NECCESSARY REVISIONS. 12.CONTRACTOR SHALL REFER TO LANDSCAPE AND UTILTIY PLANS WHEN LAYING OUT HEAD PLACEMENT AN TRENCHING. IRRIGATION NOTES INSTALLATON NOTES 1.READ THOROUGHLY AND BECOME FAMILIAR WITH THE INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. 2.THE DRAWINGS ARE DIAGRAMATIC THEREFORE, THE FOLLOWING SHOULD BE NOTED: 5.a.IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR GRAPHIC CLARITY ONLY. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, UTILITIES, PLANTING MATERIALS AND ARCHITECTRUAL FEATURES. INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. 5.b. VALVE BOXES SHALL BE GERERALLY LOCATED AS SHOWN ON PLANS, FINAL PLACEMENT/LOCATION SHALL BE APPROVED BY OWNER'S REPRESETATIVE PRIOR TO INSTALLATION. 5.c. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF CROSS-T PIPE FITTINGS IN NOT PERMITTED. 3.IRRIGATION CONTROLLER LOCATION: INSTALL IRRIGATION CONTROLLER ASSEMBLY IN THE APPROXIMATE LOCATION INDICATED ON THE IRRIGATION PLANS. COORDINATE ELECTRICAL INSTALLATION AND CONNECTION WITH APPROPRIATE SUB-CONTRACTOR PRIOR TO CONSTRUCTION. COORDINATE EXACT PLACEMENT OF CONTROLLER WITH OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION . 4.IRRIGATION EQUIPMENT MAY BE SHOWN OUTSIDE OF THE PLANTING AREA IN THE HARDSCAPE FOR CLARITY ONLY. ALL IRRIGATION COMPENENTS TO BE INSTALLED IN LANDSCAPED AREAS. 5.THE IRRIGATION SYSTEM DESIGN WAS DESIGNED WITH THE FOLLOWING ASSUMPTIONS: -SYSTEM PRESSURE REQUIREMENTS 40 PSI -GALLONS PER MIN MAX 40 GPM. CONTRACTOR TO VERIFY AVAILABLE PRESSURE AND FLOW ON SITE AT THE POINT OF CONNECTION (POC) PRIOR TO CONSTRUCTION AND REPORT IN WRITTING ANY DESCREPANCIES BETWEEN THESE ASSUMPTIONS AND ACTUAL FIELD CONDITIONS. 6.SELECT NOZZLES FOR SPRINKLERS WITH ARCS THAT PROVIDE COMPLETE AND UNIFORM COVERAGE WITH MINIMUM OVERSPRAY FOR THE SITE CONDITIONS. TO MINIMIZE OVERSPRAY, INSTALL PRESSURE COMPENSATING NOZZLES OR PRESSURE COMPENSATION SCREEN IF UNIFORM LATERAL PRESSURE CANNOT BE ATTAINED WITH PRESSURE ADJUSTMENT TO THE REMOTE CONTROL VALVE. 7.CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF COVERAGE OF EACH SPRINKLER TO PROVIDE THE BEST PERMORMANCE AND LIMIT OVERSPRAY. 8.THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF IRRIGATON SLEEVING. SLEEVES ARE TO BE INSTALLED FOR BOTH PIPING AND ELETRICAL WIRING AT EACH HARDSCPE CROSSING. COORDINATE INSTALLION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT INSTALLED, REQUIRES HORIZONTAL BORING BY THE IRRIGATION CONTRACTOR. SLEEVE AND CONDUIT SIZES SHALL BE A MINIMUM OF TWICE THE AGGREGATE DIAMETER OF ALL PIPE AND WIRE CONTAINED WITHIN SLEEVE OR CONDUIT PIPE. 9.INSTALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. 10.PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETON OF PROJECT. 10.a. TWO OPERATON KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVE. 10.b. TWO QUICK COUPLING KEYS, EACH WITH ATTACHED SWIVEL HOSE ELL FOR OPERATION OF THE QUICK COUPLING VALVES SHOWN ON THE DRAWINGS. 12 " to Sprinkler System SUPPLY MAIN SHUTOFF TEE DRAIN VALVE WATTS 1" 800 M4QT ANTI-SIPHON VACUUM BREAKER BACKFLOW PREVENTER W/ SHUTOFFS 1" TYPE 'K' COPPER BU I L D I N G W A L L UNION TEE VALVE BOX VALVE 3/4" BALL VALVE BLOW OFF PORT 12" MIN. CLEARANCE ABOVE HIGHEST POINT OF DOWNSTREAM PIPINGPER PLAN SHEET # Mark T Johnson Architect, Ltd NO T F O R C O N S T R U C T I O N Mark T. Johnson, Architect 680 Stone Street Kalispell, MT 59901 406-249-5681 office CAUTION: THESE PLANS MAY HAVE BEEN DISTORTED DURING REPRODUCTION. SCALING OF DRAWINGS MAY RESULT IN ERRONEOUS MEASUREMENTS. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION DESIGN REVIEW FINAL DESIGN PERMIT CONSTRUCTION PLANS ISSUED FOR: PLANS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS INDICATED. PLANS ARE THE INTELLECTUAL PROPERTY OF MARK T. JOHNSON ARCHITECT AND ARE NOT TO BE USED FOR WORK IN EXCESS OF THIS PROJECT UNDER THE EXPRESSED APPROVAL OF THE ARCHITECT. ANY UNAUTHORIZED REPRODUCTION OR USE IS STRICTLY PROHIBITED LS-2 Ne w D e n t a l C l i n i c Ka l l i s p e l l , M T Proposed Irrigation Plan 20 August, 2023 67 5 T r e e l i n e R o a d 1" = 10'-0" 1 Proposed Irrigation Plan Project North 1/4" = 1'-0" Irrigation Plan Notes3" = 1'-0" 2 ICZ Valve Detail 1" = 1'-0" 3 Backflow Preventer Detail REVISIONS Number Date