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EAGLE VALLEY - QUAIL LANE COMMERCIALSHEET LIST EAGLE VALLEY RANCH PH 2&3, S19, T29 N, R21 W, Lot 1 PROPERTY LEGAL DESCRIPTION CITY OF KALISPELL ADOPTED CODE 2021 INTERNATIONAL BUILDING CODE 2021 INTERNATIONAL RESIDENTIAL CODE 2021 INTERNATIONAL EXISTING BUILDING CODE 2021 INTERNATIONAL MECHANICAL CODE 2021 INTERNATIONAL FUEL GAS CODE 2021 INTERNATIONAL FIRE CODE 2021 INTERNATIONAL ENERGY CONSERVATION CODE 2021 UNIFORM PLUMBING CODE 2020 NATIONAL ELECTRIC CODE 2019 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES MUNICIPAL CODE REVIEW ZONING: RA-2/PUD CHAPTER 27.10 RA-2 RESIDENTIAL APARTMENT/OFFICE W/ PUD 27.10.020: PERMITTED USES. (1) BARBER AND BEAUTY SERVICES (11) OFFICE - PROFESSIONAL/GOVERNMENTAL PROPOSED USES: BEAUTY SERVICES AND OFFICE 27.10.040 PROPERTY DEVELOPMENT STANDARDS. (3) MINIMUM SETBACKS (FT): •FRONT YARD: 15 •SIDE YARD: 5 •REAR YARD: 10 •SIDE CORNER: 15 (4) MAXIMUM BUILDING HEIGHT (FT): 45 (5) PERMITTED LOT COVERAGE (%): 50 CHAPTER 27.24 OFF-STREET PARKING DESIGN STANDARDS 27.24.050 MINIMUM STANDARDS BY USE. BUSINESS AND PROFESSIONAL OFFICES = 1 SPACE PER 300 SQUARE FEET GROSS FLOOR AREA. BLDG GROSS SF = 10,000 10,000 SF / 300 = 33 SPACES REQUIRED TABLE 27.10.040 MAXIMUM LOT COVERAGE: 50% MAXIMUM BUILDING HEIGHT: 45' MINIMUM SETBACKS: FRONT YARD: 15' SIDE YARD: 5' REAR YEAR: 10' SIDE COUNER: 15' NOTES - IBC 2021 Chapter 3 Occupancy Classification and Use 304.1 Business Group B Barber and beauty shops Professional services 303.3 Assembly Group A-2 Restaurants, bars 309.1 MERCANTILE GROUP M Retail TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE FOR OCCUPANCY CLASSIFICATION B AND TYPE Vb (NON SPRINKLED) CONSTRUCTION THE ALLOWABLE BUILDING HEIGHT IS 40' TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE FOR OCCUPANCY B (NON SPRINKLED) AND TYPE Vb CONSTRUCTION THE ALLOWABE NUMBER OF STORIES IS 2 TABLE 506.2 ALLOWABLE AREA FACTOR FOR OCCUPANCY CLASSIFICATION B (NON SPRINKLED) AND TYPE Vb CONSTRUCTION THE ALLOWABLE AREA FACTOR (At ) IS 9,000 sf 506.2.1 Single-Occupancy Buildings The allowable area of each story of a single-occupancy building shall be determined in accordance with Equation 5-1: Aa = At + (NS x If) Aa = 9,000sf + (9,000sf x .75) ALLOWABLE AREA = 15,750 sf TABLE 506.3.3 FRONTAGE INCREASE FACTOR The south,east, and west sides of the building are adjacent to open spaces 30' or greater in width. The north side is less than 20' from the interior lot line. More than 75% percent of the building is adjacent to open space 30' or greater in width PER TABLE 506.3.3 THE FRONTAGE INCREASE FACTOR (If) IS .75 Chapter 6 Types of Construction TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) 602.5 Type Vb construction is that type of construction in which the structural elements, exterior walls and interior walls are of any materials permitted by this code. Building will be of Type 5b construction OWNER CONTRACTOR STRUCTURAL CIVIL INTERIORS MEP ARCHITECT LANDSCAPE ENERGY REVISION SCHEDULE SHEET DATE: 62 7 E . P E A C H S T . BO Z E M A N , M O N T A N A 5 9 7 1 8 40 6 - 2 0 9 - 8 3 3 0 © T h e s e d r a w i n g s , n o t e s , a n d s p e c i f i c a t i o n s a r e co p y r i g h t e d b y E N S I T I O D E S I G N . T h e y a r e f o r t h e ow n e r ' s u s e s o l e l y w i t h r e s p e c t t o t h i s p r o j e c t a n d un d e r d i r e c t i o n o f t h e a b o v e s a i d f i r m . T h e y a r e in s t r u m e n t s o f s e r v i c e o f t h e a b o v e s a i d f i r m a n d re m a i n t h e i r p r o p e r t y . A n y u s e o r t r a n s m i s s i o n o f th e s e d o c u m e n t s , w i t h o u t w r i t t e n p e r m i s s i o n o f t h e ab o v e s a i d f i r m i s p r o h i b i t e d b y l a w . QUAIL LANE COMMERCIAL 2120 QUAIL LANE. KALISPELL, MT 59901 SCHEMATIC DESIGN COVER SHEET SC H E M A T I C D E S I G N QU A I L L A N E C O M M E R C I A L 05/28/2025 COMPANY ADDRESS PHONE ENSITIO ARCHITECTURE 627 E PEACH ST, BOZEMAN, MT 59715 406.209.8330 COMPANY ADDRESS PHONE COMPANY ADDRESS PHONE COMPANY ADDRESS PHONE COMPANY ADDRESS PHONE COMPANY ADDRESS PHONE COMPANY ADDRESS PHONE COMPANY ADDRESS PHONE NO.DATE DESCRIP. GROSS BUILDING AREA 4586 SF 14071 SF UPC PLUMBING FIXTURE CALCS 422.1 MINIMUM PLUMBING FACILITIES OCCUPANCY A-2 (133 OCCUPANTS) FOR 67 MALE OCCUPANTS WATER CLOSETS = 2 URINALS = 1 LAVATORIES =1 FOR 67 FEMALE OCCUPANTS WATER CLOSETS = 4 LAVATORIES =1 OCCUPANCY B (66 OCCUPANTS) FOR 33 MALE OCCUPANTS WATER CLOSETS = 1 URINALS = 1 LAVATORIES =1 FOR 33 FEMALE OCCUPANTS WATER CLOSETS = 2 LAVATORIES =1 TOTAL MALE WATER CLOSET = 3 URINAL = 2 LAVATORIES = 2 FEMALE WATER CLOSET = 6 LAVATORIES = 2 IBC OCCUPANCY CALCS TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT ASSEMBLY WITHOUT FIXED SEATS UN-CONCENTRATED (TABLES AND CHAIRS) = 15 NET 2,000 SF / 15 = 133 OCCUPANTS BUSINESS AREAS = 150 GROSS 10,000 SF / 150 = 66 OCCUPANTS A000 COVER SHEET A101 SITE PLAN A104 PLAN - LEVEL 1 A201 ELEVATIONS - BLDG (A) A202 ELEVATIONS - BLDG (A) A203 ELEVATIONS - BLDG (B) A910 3D DRAWINGS A911 3D DRAWINGS SITE PLAN NOTES 1. 2. MAINTAIN AT LEAST 6" BETWEEN FINISH GRADE AND BOTTOM OF EXTERIOR SIDING. SITE DRAINAGE AWAY FROM HOUSE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET. PROPERTY LINE SETBACK UTILITIES EASEMENT DITCH FENCE SITE PLAN LEGEND BUILDING ON ADJACENT LOT PAVEMENT CONCRETE GRAVEL CONCRETE PAVERS SNOW STORAGE PLANTING - SHRUB PLANTING - CONIFEROUS TREE PLANTING - DECIDUOUS TREE FR O N T S E T B A C K 1 5 ' RE A R S E T B A C K 1 0 ' SIDE SETBACK 5' HI G H W A Y 9 3 100' BYWAY 24 ' - 0 " BIKE RACK BIKE RACK PARKING ENTRANCE 9 A B NEW 14,071 SF STRUCTURE 24'-0" 24'-0" 1 SIDE SETBACK 5' 2 3 4 6 5 7 8 NEW 4,586 SF STRUCTURE BIKE RACK LOW PLANTER HIGH PLANTER HIGH PLANTER LOW PLANTER LOW PLANTER DUMPSTER ENCLOSURE DUMPSTER ENCLOSURE GREEN SPACE RESTAURANT PATIO PATIO 62 7 E . P E A C H S T . BO Z E M A N , M O N T A N A 5 9 7 1 8 40 6 - 2 0 9 - 8 3 3 0 © T h e s e d r a w i n g s , n o t e s , a n d s p e c i f i c a t i o n s a r e co p y r i g h t e d b y E N S I T I O D E S I G N . T h e y a r e f o r t h e ow n e r ' s u s e s o l e l y w i t h r e s p e c t t o t h i s p r o j e c t a n d un d e r d i r e c t i o n o f t h e a b o v e s a i d f i r m . T h e y a r e in s t r u m e n t s o f s e r v i c e o f t h e a b o v e s a i d f i r m a n d re m a i n t h e i r p r o p e r t y . A n y u s e o r t r a n s m i s s i o n o f th e s e d o c u m e n t s , w i t h o u t w r i t t e n p e r m i s s i o n o f t h e ab o v e s a i d f i r m i s p r o h i b i t e d b y l a w . NO T F O R CO N S T R U C T I O N SHEET ISSUE DATE: REVISION SCHEDULE A101 SITE PLAN SC H E M A T I C D E S I G N QU A I L L A N E C O M M E R C I A L 21 2 0 Q U A I L L A N E . K A L I S P E L L , M T 5 9 9 0 1 05/28/2025 1" = 20'-0" PLAN - SITE1 NO.DATE DESCRIP. PARKING COUNT ADA 9' x 18' - 8' AISLE - 90 deg 2 9' x 18' - 90 deg 89 REVISED 05 16 2025 KALISPELL CITY CODE 27.24.040SPECIAL PROVISIONS. (2) WHERE A LOT CONTAINS ONE OR MORE BUILDINGS CONTAINING 3 OR MORE SEPARATE COMMERCIAL BUSINESSES DEVELOPED AND MANAGED AS A UNIT, THE PARKING RATIO FOR "SHOPPING CENTER" MAY BE APPLIED TO THE PROPERTY AS A WHOLE. 27.24.050 MINIMUM STANDARDS BY USE BUSINESS AND PROFESSIONAL OFFICES 1 SPACE PER 300 SQUARE FEET GROSS FLOOR AREA. BEAUTY AND BARBER SHOPS = 2 SPACES PER OPERATOR. RESTAURANTS AND BARS IF LESS THAN 4,000 SQUARE FEET FLOOR AREA: 1 PER 100 SQUARE FEET GROSS FLOOR AREA. IF OVER 4,000 SQUARE FEET FLOOR AREA: 40 + 1 PER 200 SQUARE FEET GROSS FLOOR AREA IN EXCESS OF 4,000 SQUARE FEET. RETAIL = 1 PER 300 SQUARE FEET GROSS FLOOR AREA. SHOPPING CENTER 1 SPACE PER 250 SQUARE FEET OF GROSS FLOOR AREA. PARKING CALCULATION 1 BUSINESS / RETAIL = 4,586 SF / 300 = 15.28 SPACES BEAUTY = (19 OPERATORS) 2 = 38 SPACES RESTAURANT / BAR = 3955 SF / 100 = 39.55 = 40 SPACES SUB TOTAL = 15.28 + 38 + 40 = 93.28 BICYCLE RACK REDUCTION = 93.28 * .95 = 88.6 TOTAL = 88 (4 BICYCLE RACKS REQUIRED) PARKING CALCULATION ALT SHOPPING CENTER = 18657 / 200 =93.2 SPACES BICYCLE RACK REDUCTION = 93.2 * .95 = 88.6 TOTAL = 89 (2 BICYCLE RACKS REQUIRED) ENTRANCE 1 A203 ____ 1 A202 ____ 2 A202____ 9 A B 2 A201 ____ 1 2 3 4 379'-2" 59 ' - 0 " LEASE SPACE 1 LEASE SPACE 2 MENS KITCHEN LEASE SPACE 3 WOMANS OFFICE OFFICE OFFICE WC MECH WC LA U N D R Y / BR E A K 6 BAR TOP 80 PEDICURE STATIONS 10 MANICURE STATIONS 5 JANITOR RECEPTION VESTIBULE 7 26'-6"26'-6"26'-6"60'-8"55'-6"20'-0"133'-6"30'-0" 8 ROOF / MATERIAL CHANGEROOF / MATERIAL CHANGE 3 A203 ____ 1 A201 ____ 4 A203 ____ FLOOR PLAN NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. DIMENSIONS ARE TAKEN TO GRIDLINE, CENTERLINE OF OPENING, OR OUTSIDE EDGE OF STRUCTURE, U.N.O. USE WRITTEN DIMENSIONS. DO NOT SCALE PLANS. CONSULT ARCHITECT IF FURTHER DIMENSIONS ARE NEEDED SEE CONSTRUCTION TYPES FOR ASSEMBLIES AND PARTITIONS DOOR OPENING TO BE CENTERED WITHIN WALL OR 4" FROM INSIDE CORNER OFF OF ADJACENT WALL OR CASEWORK, UNLESS NOTED OTHERWISE DOOR BETWEEN RESIDENCE AND GARAGE TO BE A 20 MINUTE RATED, SELF-CLOSING DOOR, A SOLID CORE 1-3/8 ” DOOR, OR A STEEL CLAD INSULATED DOOR FOR FINISHES, SEE FINISH PLAN, FINISH SCHEDULE, AND INTERIOR ELEVATIONS ALL MATERIALS AND FINISHES AS SPECIFIED OR APPROVED EQUAL BY THE ARCHITECT FRAMING CONTRACTOR TO COORDINATE AND INSTALL ALL REQUIRED BLOCKING FOR OWNER AND CONTRACTOR INSTALLED ITEMS SEE ENLARGED PLANS FOR MORE INFORMATION AND INTERIOR WALL TYPE CONSTRUCTION LEGEND NEW CONSTRUCTION 2-HR FIRE-RATED PARTITION SOUND INSULATION ADA CLEARANCES 4586 SF GROSS BLDG 2 AREA 14071 SF GROSS BLDG 1 AREA 1564 SF LEASE SPACE 3 1458 SF LEASE SPACE 2 1564 SF LEASE SPACE 1 3955 SF BAR / RESTAURANT 10116 SF SALON 1/3 OF RESTROOM AREA INCLUDED IN SALON S.F. 62 7 E . P E A C H S T . BO Z E M A N , M O N T A N A 5 9 7 1 8 40 6 - 2 0 9 - 8 3 3 0 © T h e s e d r a w i n g s , n o t e s , a n d s p e c i f i c a t i o n s a r e co p y r i g h t e d b y E N S I T I O D E S I G N . T h e y a r e f o r t h e ow n e r ' s u s e s o l e l y w i t h r e s p e c t t o t h i s p r o j e c t a n d un d e r d i r e c t i o n o f t h e a b o v e s a i d f i r m . T h e y a r e in s t r u m e n t s o f s e r v i c e o f t h e a b o v e s a i d f i r m a n d re m a i n t h e i r p r o p e r t y . A n y u s e o r t r a n s m i s s i o n o f th e s e d o c u m e n t s , w i t h o u t w r i t t e n p e r m i s s i o n o f t h e ab o v e s a i d f i r m i s p r o h i b i t e d b y l a w . NO T F O R CO N S T R U C T I O N SHEET ISSUE DATE: REVISION SCHEDULE A104 PLAN - LEVEL 1 SC H E M A T I C D E S I G N QU A I L L A N E C O M M E R C I A L 21 2 0 Q U A I L L A N E . K A L I S P E L L , M T 5 9 9 0 1 05/28/2025 1/16" = 1'-0" PLAN - LEVEL 11 1" = 30'-0" PLAN - AREA - GROSS BLDG2 1" = 30'-0" PLAN - AREA - GROSS PER USE3 NO.DATE DESCRIP. ELEVATION NOTES 1. 2. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. WHERE THE FLASHING IS METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (NO. 26 GALVANIZED SHEET) VERIFY ALL EXTERIOR FINISHES WITH ARCHITECT AND OWNER PRIOR TO CONSTRUCTION 9 6 578 8'-0"2'-8"2'-8" AB 62 7 E . P E A C H S T . BO Z E M A N , M O N T A N A 5 9 7 1 8 40 6 - 2 0 9 - 8 3 3 0 © T h e s e d r a w i n g s , n o t e s , a n d s p e c i f i c a t i o n s a r e co p y r i g h t e d b y E N S I T I O D E S I G N . T h e y a r e f o r t h e ow n e r ' s u s e s o l e l y w i t h r e s p e c t t o t h i s p r o j e c t a n d un d e r d i r e c t i o n o f t h e a b o v e s a i d f i r m . T h e y a r e in s t r u m e n t s o f s e r v i c e o f t h e a b o v e s a i d f i r m a n d re m a i n t h e i r p r o p e r t y . A n y u s e o r t r a n s m i s s i o n o f th e s e d o c u m e n t s , w i t h o u t w r i t t e n p e r m i s s i o n o f t h e ab o v e s a i d f i r m i s p r o h i b i t e d b y l a w . NO T F O R CO N S T R U C T I O N SHEET ISSUE DATE: REVISION SCHEDULE A201 ELEVATIONS - BLDG (A) SC H E M A T I C D E S I G N QU A I L L A N E C O M M E R C I A L 21 2 0 Q U A I L L A N E . K A L I S P E L L , M T 5 9 9 0 1 05/28/2025 1/8" = 1'-0" ELEVATION - BLDG (A) - EAST2 NO.DATE DESCRIP. 1/8" = 1'-0" ELEVATION - BLDG (A) - NORTH1 ELEVATION NOTES 1. 2. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. WHERE THE FLASHING IS METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (NO. 26 GALVANIZED SHEET) VERIFY ALL EXTERIOR FINISHES WITH ARCHITECT AND OWNER PRIOR TO CONSTRUCTION AB 1234 A B 1 2 3 4 62 7 E . P E A C H S T . BO Z E M A N , M O N T A N A 5 9 7 1 8 40 6 - 2 0 9 - 8 3 3 0 © T h e s e d r a w i n g s , n o t e s , a n d s p e c i f i c a t i o n s a r e co p y r i g h t e d b y E N S I T I O D E S I G N . T h e y a r e f o r t h e ow n e r ' s u s e s o l e l y w i t h r e s p e c t t o t h i s p r o j e c t a n d un d e r d i r e c t i o n o f t h e a b o v e s a i d f i r m . T h e y a r e in s t r u m e n t s o f s e r v i c e o f t h e a b o v e s a i d f i r m a n d re m a i n t h e i r p r o p e r t y . A n y u s e o r t r a n s m i s s i o n o f th e s e d o c u m e n t s , w i t h o u t w r i t t e n p e r m i s s i o n o f t h e ab o v e s a i d f i r m i s p r o h i b i t e d b y l a w . NO T F O R CO N S T R U C T I O N SHEET ISSUE DATE: REVISION SCHEDULE A203 ELEVATIONS - BLDG (B) SC H E M A T I C D E S I G N QU A I L L A N E C O M M E R C I A L 21 2 0 Q U A I L L A N E . K A L I S P E L L , M T 5 9 9 0 1 05/28/2025 NO.DATE DESCRIP. 1/8" = 1'-0" ELEVATION - BLDG (B) - NORTH1 1/8" = 1'-0" ELEVATION - BLDG (B) - EAST2 1/8" = 1'-0" ELEVATION - BLDG (B) - SOUTH3 1/8" = 1'-0" ELEVATION - BLDG (B) - WEST4 62 7 E . P E A C H S T . BO Z E M A N , M O N T A N A 5 9 7 1 8 40 6 - 2 0 9 - 8 3 3 0 © T h e s e d r a w i n g s , n o t e s , a n d s p e c i f i c a t i o n s a r e co p y r i g h t e d b y E N S I T I O D E S I G N . T h e y a r e f o r t h e ow n e r ' s u s e s o l e l y w i t h r e s p e c t t o t h i s p r o j e c t a n d un d e r d i r e c t i o n o f t h e a b o v e s a i d f i r m . T h e y a r e in s t r u m e n t s o f s e r v i c e o f t h e a b o v e s a i d f i r m a n d re m a i n t h e i r p r o p e r t y . A n y u s e o r t r a n s m i s s i o n o f th e s e d o c u m e n t s , w i t h o u t w r i t t e n p e r m i s s i o n o f t h e ab o v e s a i d f i r m i s p r o h i b i t e d b y l a w . NO T F O R CO N S T R U C T I O N SHEET ISSUE DATE: REVISION SCHEDULE A910 3D DRAWINGS SC H E M A T I C D E S I G N QU A I L L A N E C O M M E R C I A L 21 2 0 Q U A I L L A N E . K A L I S P E L L , M T 5 9 9 0 1 05/28/2025 NO.DATE DESCRIP. 62 7 E . P E A C H S T . BO Z E M A N , M O N T A N A 5 9 7 1 8 40 6 - 2 0 9 - 8 3 3 0 © T h e s e d r a w i n g s , n o t e s , a n d s p e c i f i c a t i o n s a r e co p y r i g h t e d b y E N S I T I O D E S I G N . T h e y a r e f o r t h e ow n e r ' s u s e s o l e l y w i t h r e s p e c t t o t h i s p r o j e c t a n d un d e r d i r e c t i o n o f t h e a b o v e s a i d f i r m . T h e y a r e in s t r u m e n t s o f s e r v i c e o f t h e a b o v e s a i d f i r m a n d re m a i n t h e i r p r o p e r t y . A n y u s e o r t r a n s m i s s i o n o f th e s e d o c u m e n t s , w i t h o u t w r i t t e n p e r m i s s i o n o f t h e ab o v e s a i d f i r m i s p r o h i b i t e d b y l a w . NO T F O R CO N S T R U C T I O N SHEET ISSUE DATE: REVISION SCHEDULE A911 3D DRAWINGS SC H E M A T I C D E S I G N QU A I L L A N E C O M M E R C I A L 21 2 0 Q U A I L L A N E . K A L I S P E L L , M T 5 9 9 0 1 05/28/2025 NO.DATE DESCRIP. ELEVATION NOTES 1. 2. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. WHERE THE FLASHING IS METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (NO. 26 GALVANIZED SHEET) VERIFY ALL EXTERIOR FINISHES WITH ARCHITECT AND OWNER PRIOR TO CONSTRUCTION A B 96578 62 7 E . P E A C H S T . BO Z E M A N , M O N T A N A 5 9 7 1 8 40 6 - 2 0 9 - 8 3 3 0 © T h e s e d r a w i n g s , n o t e s , a n d s p e c i f i c a t i o n s a r e co p y r i g h t e d b y E N S I T I O D E S I G N . T h e y a r e f o r t h e ow n e r ' s u s e s o l e l y w i t h r e s p e c t t o t h i s p r o j e c t a n d un d e r d i r e c t i o n o f t h e a b o v e s a i d f i r m . T h e y a r e in s t r u m e n t s o f s e r v i c e o f t h e a b o v e s a i d f i r m a n d re m a i n t h e i r p r o p e r t y . A n y u s e o r t r a n s m i s s i o n o f th e s e d o c u m e n t s , w i t h o u t w r i t t e n p e r m i s s i o n o f t h e ab o v e s a i d f i r m i s p r o h i b i t e d b y l a w . NO T F O R CO N S T R U C T I O N SHEET ISSUE DATE: REVISION SCHEDULE A202 ELEVATIONS - BLDG (A) SC H E M A T I C D E S I G N QU A I L L A N E C O M M E R C I A L 21 2 0 Q U A I L L A N E . K A L I S P E L L , M T 5 9 9 0 1 05/28/2025 NO.DATE DESCRIP. 1/8" = 1'-0" ELEVATION - BLDG (A) - SOUTH1 1/8" = 1'-0" ELEVATION - BLDG (A) - WEST2