for use on, and in conjunction with, the specified
AutoCAD SHX Text
project. None of such ideas, designs,
AutoCAD SHX Text
arrangements or plans shall be used by, or
AutoCAD SHX Text
disclosed to any person, firm or corporation for
AutoCAD SHX Text
any purpose whatsoever without the written
AutoCAD SHX Text
permission of BUCHER DESIGN STUDIO.
AutoCAD SHX Text
2018
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PROJECT DATA
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PROJECT TEAM
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BUCHER DESIGN STUDIO, INC.
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PALMER LAKE, CO 80133
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BRIAN K. BUCHER, AIA, NCARB
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P.O. BOX 5
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(719) 484-0480
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NO SCALE
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A PROPOSED
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CPA OFFICE
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FOR
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WATSON
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CPA
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GROUP
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2393 FLYING HORSE CLUB DR.
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COLORADO SPRINGS, CO
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SITE PLAN/
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COVER
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SHEET
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CD SET
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PRELIMINARY
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NOT FOR CONSTRUCTION
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07/31/18
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.
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.
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AS NOTED
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.
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CS
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.
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JASON AND TINA WATSON THE WATSON CPA GROUP 9475 BRIAR VILLAGE POINT, SUITE 325 COLORADO SPRINGS, CO 80920 (719) 387-9800, OFFICE (719) 641-0201 JASON CELL
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TBD
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TBD
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SHT. #
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DESCRIPTION
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SITE PLAN
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A0
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MAIN FLOOR REFLECTED CEILING PLAN
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A2.1
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VICINITY MAP
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MAIN FLOOR PLAN
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A1.1
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BASEMENT FLOOR PLAN
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A1.2
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BASEMENT REFLECTED CEILING PLAN
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A2.2
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PROPOSED CPA OFFICE 2393 FLYING HORSE CLUB DRIVE
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TBD
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DRAWING INDEX
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SITE
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MIKE CASIMIRO
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COLORADO SPRINGS, CO 80921
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CASCO CONSTRUCTION
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1775 JET STREAM DRIVE, SUITE 102
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(719) 380-1140 OFFICE
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(719) 287-8377 CELL
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MAIN ROOF PLAN
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A1.3
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EXTERIOR ELEVATIONS
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A3.1
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EXTERIOR ELEVATIONS
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A3.2
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BUILDING SECTIONS
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A4.1
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SCHEDULES
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A5.1
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COLORADO SPRINGS, CO. 80920
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2393 FLYING HORSE CLUB DRIVE
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6209108010
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PROJECT ADDRESS:
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JURISDICTION:
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TAX SCHEDULE NO.:
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LEGAL DESCRIPTION:
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PROJECT DESCRIPTION:
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OC UV
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CITY ZONING:
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62,726 S.F. (1.44 ac)
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LOT SIZE:
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LOT 1 FLYING HORSE NO 25 A FIL NO 1
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PIKES PEAK REGIONAL BUILDING DEPARTMENT
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NEW SINGLE STORY COMMERCIAL OFFICE WITH PARTIAL BASEMENT
for use on, and in conjunction with, the specified
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project. None of such ideas, designs,
AutoCAD SHX Text
arrangements or plans shall be used by, or
AutoCAD SHX Text
disclosed to any person, firm or corporation for
AutoCAD SHX Text
any purpose whatsoever without the written
AutoCAD SHX Text
permission of BUCHER DESIGN STUDIO.
AutoCAD SHX Text
2018
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A PROPOSED
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CPA OFFICE
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FOR
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WATSON
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CPA
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GROUP
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2393 FLYING HORSE CLUB DR.
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COLORADO SPRINGS, CO
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SITE PLAN/
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COVER
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SHEET
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CD SET
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PRELIMINARY
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NOT FOR CONSTRUCTION
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07/31/18
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.
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.
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AS NOTED
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.
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A0.2
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.
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SCALE: 1/8" = 1'
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OCCUPANT LOAD CALC.
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OCCUPANT LOAD CALC.: MAIN FLOOR 4,680 S.F OFFICE (B) / 100= 46.8 = 46.8 259 S.F. ASSEMBLY (A-3) / 15=17.3 =17.3 BASEMENT 1,483 S.F. STORAGE (S-2) / 1000=1.5 =1.5 TOTAL OCC. LOAD = 66 OCCUPANTS EGRESS REQUIREMENTS: FOR OCCUPANT LOADS >49 EXITS REQUIRED:2 2 PER 2009 IBC TABLE 1015.1 EXITS PROVIDED UPPER FLOOR:3 3 EXITS PROVIDED BASEMENT:1 1 EGRESS DOORS SHALL BE 36" MIN. WIDE FACILITY ACCESSIBILITY:PER ANSI 117.1 ACCESSIBILITY STANDARD PER ANSI 117.1 ACCESSIBILITY STANDARD MAX. COMMON PATH OF TRAVEL:75'-0" 75'-0" PROPOSED COMMON PATH OF TRAVEL:34'-0" 34'-0" MAX. EXIT TRAVEL DISTANCE:200'-0" 200'-0" PROPOSED EXIT TRAVEL DISTANCE:76'-0"76'-0"
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OCCUPANT LOAD
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PLUMBING FIXTURES
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PLUMBING FIXTURE OCCUPANT LOAD CALC. 6,542 TOTAL BUILDING SQUARE FEET 4,445 S.F. OFFICE SPACE (B) / 100 (44.4 OC.) 259 S.F. ASSEMBLY SPACE (A-3) / 15 (17.3 OC. 1,838 S.F. STORAGE / MECH. / BATHROOM / STAIR 0 OCCUPANCY (0 OC.) TOTAL OCCUPANCY FOR PLUMBING CALC:62 62 PLUMBING FIXTURES REQUIRED FOR B OCCUPANCY (45 OCCUPANTS) FIXTURES REQUIRED REQUIRED 50% MALE, 50% FEMALE23 M / 23 F 23 M / 23 F WC: 1 PER 25 <50 THEN .92 M / .92 F .92 M / .92 F 1 PER 50 FOR REMAIN. >50 LAV: 1 PER 40 <80 THEN.6 M / .6 F .6 M / .6 F 1 PER 80 FOR REMAIN. >80 D.F.: 1 PER 100.45 .45 SERVICE SINK:1 1 PLUMBING FIXTURES REQUIRED FOR A-3 OCCUPANCY (18 OCCUPANTS) FIXTURES 50% MALE, 50% FEMALE9 M / 9 F 9 M / 9 F WC: 1 PER 125 / 1 PER 65.07 / .14 .07 / .14 LAV: 1 PER 200.05 / .05 .05 / .05 DF: 1 PER 500.04 .04 SERVICE SINK:1 1 TOTAL FIXTURES REQUIRED BASED ON B AND A-3 RATIO CALCULATIONS ABOVE FIXTURESREQUIREDPROVIDED REQUIREDPROVIDED PROVIDED 50% MALE, 50% FEMALEM / FM / F M / FM / F M / F WC.:2 / 22 / 2 2 / 22 / 2 2 / 2 LAV:1 / 11 / 1 1 / 11 / 1 1 / 1 DRINK. FTN.:11 11 1 SERVICE SINK11111
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LEGEND
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A-3 = 259 S.F. 1:15 = 17.3 B = 4,445 S.F. 1:100 = 44.5 BUILT IN CASEWORK USED FOR DESIGN OCCUPANT LOAD REDUCTION = 633 S.F. STORAGE / MECH / BASEMENT / STAIR = 1,838 S.F. 1:1000 = 1.8 ______ 63.6 = 64
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BUILDING CODE DATA
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PROJECT DESCRIPTION:PROPOSED CPA OFFICE BUILDING PROPOSED CPA OFFICE BUILDING PROJECT AREA:6,542 6,542 MAIN4,939 4,939 BASEMENT1,483 1,483 STAIR120 120 OCCUPANCY GROUP:B / S-2 B / S-2 CONSTRUCTION TYPE:V-B V-B RATED CONSTRUCTION:NOT REQUIRED NOT REQUIRED SPRINKLERED:NO NO OCCUPANCY SEPARATION:NON-SEPARATED USES NON-SEPARATED USES ALLOWABLE HEIGHT:40' / 2 STORY 40' / 2 STORY PROPOSED HEIGHT:24' - 6" / 1 STORY W/ PARTIAL BASEMENT 24' - 6" / 1 STORY W/ PARTIAL BASEMENT ALLOWABLE AREA CALC:9,000 S.F. (B OCC, TYPE V-B) 9,000 S.F. (B OCC, TYPE V-B) 13,500 S.F. (S-2 OCC. TYPE V-B) MAX ALLOWABLE AREA/FLR.:9,000 S.F. 9,000 S.F. PROPOSED MAIN FLR. AREA: 4,939S.F. 4,939S.F. S.F. PROPOSED BASEMENT FLR. AREA:1,483 S.F.1,483 S.F.
for use on, and in conjunction with, the specified
AutoCAD SHX Text
project. None of such ideas, designs,
AutoCAD SHX Text
arrangements or plans shall be used by, or
AutoCAD SHX Text
disclosed to any person, firm or corporation for
AutoCAD SHX Text
any purpose whatsoever without the written
AutoCAD SHX Text
permission of BUCHER DESIGN STUDIO.
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2018
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SCALE: 1/4"=1'-0"
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MAIN FLOOR PLAN
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MAIN FLOOR: 4,960 G.S.F.
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0
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2'-0"
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5'-0"
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10'-0"
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G E N E R A L N O T E S
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4.
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1.
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3.
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2.
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PROJECT DESCRIPTION: NEW COMMERCIAL, ONE-STORY BUILDING W/ PARTIAL STORAGE BASEMENT. ALL MECHANICAL, ELECTRICAL AND PLUMBING PERMITS TO BE COORDINATED BY RESPECTIVE TRADES CONTRACTOR.
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INSTALL ONE 5# ABC FIRE EXTINGUISHER FOR EA. 3,000 S.F. OF TENANT AREA, OR MAX. 75' TRAVEL DISTANCE FROM ANY LOCATION TO THE CLOSEST FIRE EXTINGUISHER.
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PROVIDE BULLNOSE CORNER BEADS @ ALL EXT. G.B. FIN. CORNERS, TYP.
for use on, and in conjunction with, the specified
AutoCAD SHX Text
project. None of such ideas, designs,
AutoCAD SHX Text
arrangements or plans shall be used by, or
AutoCAD SHX Text
disclosed to any person, firm or corporation for
AutoCAD SHX Text
any purpose whatsoever without the written
AutoCAD SHX Text
permission of BUCHER DESIGN STUDIO.
AutoCAD SHX Text
2018
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SCALE: 1/4"=1'-0"
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BASEMENT FLOOR PLAN
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MAIN FLOOR G.S.F.: 4,960 S.F.
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0
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2'-0"
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5'-0"
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10'-0"
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BASEMENT: 1,483 S.F.
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E
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E
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E
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E
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G
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F
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F
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F
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F
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F
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F
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F
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F
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F
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F
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F
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F
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F
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F
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WALL TYPES
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A
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NOT USED IN BASEMENT
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NOT USED IN BASEMENT
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B
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C
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TYP. EXTERIOR WALL CONST: 2-COAT EXT. PLASTER SYSTEM + ENGR'D. STONE PER MANUF. SPECS O/ AIR INFILTRATION BARRIER (TYVEK OR EQUAL) O/ EXT. SHEATHEING O/ 2x6 STUDS @ 16" O.C. W / R-22 B.I. W/ " INT. GYP. BD. (SEE EXT. 58" INT. GYP. BD. (SEE EXT. ELEV. FINISH LOCATIONS/HT.)
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NOT USED IN BASEMENT
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NOT USED IN BASEMENT
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D
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E
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F
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PARTITION BEARING WALL: " GYP. BD. @ 58" GYP. BD. @ EA. SIDE 2X4" FULL HT. STUDS @ 16" O.C. TO CENTER
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FURRING WALL: " GYP. BD. @ INT. FACE 58" GYP. BD. @ INT. FACE OF 2X4 FULL HT. STUDS @ 24" O.C. TO STRUCT. W/ FLOATING BASE PLT. (SEE STRUCTURAL)
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G
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PARTITION WALL: " GYP. BD. @ EA. SIDE 58" GYP. BD. @ EA. SIDE 2X4" FULL HT. STUDS TO STRUCT. W/ FLOATING BASE PLT.
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H
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NOT USED IN BASEMENT
a r c h i t e c t u r e p l a n n i n g
300 General Palmer Drive
P.O. Box 5
(719) 484-0480
CA license no. C 23506
CO license no. C-4889
Architect
Brian K. Bucher, AIA
Palmer Lake, CO 80133
Sheet Title:
Drawing Status:
Of
Job No.:
Scale:
Drawn by:
Date:
Revisions:
Sheet No.:
Checked by:
No. Description By Date
AutoCAD SHX Text
PLT. HT.
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= (+11'-0")
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PLT. HT.
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= (+14'-0")
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PLT. HT.
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= (+13'-0")
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PLT. HT.
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= (+11'-0")
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PLT. HT.
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= (+11'-0")
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PLT. HT.
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= (+12'-0")
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ROOF SLOPE 4:12, TYP.
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RIDGE
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RIDGE
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RIDGE
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RIDGE
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RIDGE
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RIDGE
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VALLEY
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VALLEY
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VALLEY
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RIDGE
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HIP
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HIP
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HIP
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VALLEY
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VALLEY
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HIP
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HIP
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VALLEY
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HIP
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RIDGE
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HIP
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HIP
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HIP
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HIP
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VALLEY
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VALLEY
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VALLEY
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VALLEY
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VALLEY
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HIP
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HIP
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HIP
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VALLEY
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HIP
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RIDGE
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A
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A5.1
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A
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A5.1
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B
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A5.1
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B
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A5.1
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HIP
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HIP
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HIP
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HIP
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HIP
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HIP
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HIP
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HIP
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HIP
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VALLEY
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HIP
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HIP
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HIP
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HIP
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HIP
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HIP
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HIP
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PLT. HT.
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= (+11'-0")
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W/ RAISED HEEL
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PLT. HT.
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= (+11'-0")
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W RAISED HEEL
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FP.
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PROVIDE CRICKET FOR POSITIVE DRAINAGE TYP.
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TYP. ROOFING: BARREL VAULT CONC. ROOF TILE. ATTACH PER MANUF. SPECS., PAINT ALL ACCESSORIES, FLUES, VENTS, ETC. TO MATCH ROOF COLOR
AutoCAD SHX Text
-
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-
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.
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.
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.
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A PROPOSED
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CPA OFFICE
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FOR
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WATSON
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CPA
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GROUP
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2393 FLYING HORSE CLUB DR.
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COLORADO SPRINGS, CO
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MAIN
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ROOF
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PLAN
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CD SET
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PRELIMINARY
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NOT FOR CONSTRUCTION
AutoCAD SHX Text
07/31/18
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.
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.
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AS NOTED
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.
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A1.3
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.
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C
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Copyright
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All ideas, designs, arrangements and plans
AutoCAD SHX Text
indicated or represented by this drawing are
AutoCAD SHX Text
owned by, and the property of BUCHER DESIGN
AutoCAD SHX Text
STUDIO and were created, evolved and developed
AutoCAD SHX Text
for use on, and in conjunction with, the specified
AutoCAD SHX Text
project. None of such ideas, designs,
AutoCAD SHX Text
arrangements or plans shall be used by, or
AutoCAD SHX Text
disclosed to any person, firm or corporation for
AutoCAD SHX Text
any purpose whatsoever without the written
AutoCAD SHX Text
permission of BUCHER DESIGN STUDIO.
AutoCAD SHX Text
2018
AutoCAD SHX Text
SCALE: 1/4"=1'-0"
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MAIN ROOF PLAN
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0
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2'-0"
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5'-0"
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10'-0"
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VERIFY LOCATIONS WITH OWNER.
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SIZE AND QUANTITY OF DOWNSPOUTS/SCUPPERS PER CODE.
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TYPICAL ROOF PLAN
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SHEET NOTES
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ALL ROOFING SHALL BE INSTALLED TO FORM A WEATHERTHIGHT
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ASSEMBLY. PROVIDE ALL FLASHING, TRIM, ACCESSORIES, ETC.
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PER MANUFACTURER'S SPECIFICATIONS.
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PROVIDE ICE AND WATER SHIELD, AT PERIMETER OF ROOF FOR MIN. OF 36" OVER CONDITIONED SPACE BELOW, TYPICAL
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PROVIDE SELF-ADHERING UNDERLAYMENT (ATLAS WEATHERMASTER POLYSEAL OR EQ). VERIFY WITH OWNER, TYP.
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LOCATION OF DOWNSPOUTS ARE A REFERENCE ONLY.
a r c h i t e c t u r e p l a n n i n g
300 General Palmer Drive
P.O. Box 5
(719) 484-0480
CA license no. C 23506
CO license no. C-4889
Architect
Brian K. Bucher, AIA
Palmer Lake, CO 80133
Sheet Title:
Drawing Status:
Of
Job No.:
Scale:
Drawn by:
Date:
Revisions:
Sheet No.:
Checked by:
No. Description By Date
AutoCAD SHX Text
LIGHT WELL TO CLEREST. WDOS. ABV.
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LIGHT WELL TO CLEREST. WDOS. ABV.
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EXIT
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EXIT
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EXIT
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FP.
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6x6 RAFTER TAILS @ 48" O.C. TYP.
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VAULTED 2:12 SLOPE
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8X8 DECOR. BEAMS @ 48" O.C.
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1X6 V-GROOVE DECKING, CEDAR, TYP.
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SOFFIT HT. + 9'-0"
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SOFFIT HT. + 9'-0"
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SOFFIT HT. + 9'-0"
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SOFFIT HT. + 9'-0"
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SOFFIT HT. + 9'-0"
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STUCCO SOFFIT
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STUCCO CEILING
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SOFFIT HT. + 9'-0"
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SOFFIT HT. + 9'-0"
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SOFFIT HT. + 9'-8"
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SOFFIT HT. + 12'-0"
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SOFFIT HT. + 9'-0"
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SOFFIT HT. + 9'-0"
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SOFFIT HT. + 9'-0"
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ARCHED SOFFIT SPRING POINT + 8'-6"
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ARCHED SOFFIT SPRING POINT + 8'-6"
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ARCHED SOFFIT SPRING POINT + 8'-6"
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ARCHED SOFFIT SPRING POINT + 8'-6"
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ARCHED SOFFIT SPRING POINT + 9'-0"
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ARCHED SOFFIT SPRING POINT + 8'-6"
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ARCHED SOFFIT SPRING POINT + 8'-6"
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ARCHED SOFFIT SPRING POINT + 8'-6"
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DECORATIVE 8X8 H.T. BEAMS, TYP.
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1X6 V-GROOVE DECKING, CEDAR, TYP.
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SOFFIT HT. + 8'-6"
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SOFFIT HT. + 8'-6"
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6x6 RAFTER FALSE EAVE BEAMS TYP. @48" O.C.
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STRUCTURAL BEAM AND BRACE
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2
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2
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-
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-
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.
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.
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.
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A PROPOSED
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CPA OFFICE
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FOR
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WATSON
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CPA
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GROUP
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2393 FLYING HORSE CLUB DR.
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COLORADO SPRINGS, CO
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MAIN FLOOR
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REFLECTED
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CEILING PLAN
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CD SET
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PRELIMINARY
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NOT FOR CONSTRUCTION
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07/31/18
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.
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.
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AS NOTED
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.
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A2.1
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.
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C
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Copyright
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All ideas, designs, arrangements and plans
AutoCAD SHX Text
indicated or represented by this drawing are
AutoCAD SHX Text
owned by, and the property of BUCHER DESIGN
AutoCAD SHX Text
STUDIO and were created, evolved and developed
AutoCAD SHX Text
for use on, and in conjunction with, the specified
AutoCAD SHX Text
project. None of such ideas, designs,
AutoCAD SHX Text
arrangements or plans shall be used by, or
AutoCAD SHX Text
disclosed to any person, firm or corporation for
AutoCAD SHX Text
any purpose whatsoever without the written
AutoCAD SHX Text
permission of BUCHER DESIGN STUDIO.
AutoCAD SHX Text
2018
AutoCAD SHX Text
SCALE: 1/4"=1'-0"
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MAIN FLOOR REFLECTED CEILING PLAN
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R C P L E G E N D
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2'X2' OR 2'X4' SUSPENDED CEILING GRID
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NEW GYPSUM BOARD CEILING OR SOFFIT
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NOTES:
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SEE ELECTRICAL FOR LIGHTING LAYOUT
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SEE MECHANICAL DRAWINGS FOR SUPPLY AIR DIFFUSERS AND RETURN AIR GRILLES.
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CONTACT ARCHITECT IF CONFLICTS EXIST BETWEEN LIGHT FIXTURES AND
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MECHANICAL EQUIPMENT LOCATIONS.
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1.
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2.
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3.
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SEE FINISH SCHEDULE FOR CEILING HEIGHTS.
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3.
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NEW GYPSUM BOARD CEILING OR SOFFIT
a r c h i t e c t u r e p l a n n i n g
300 General Palmer Drive
P.O. Box 5
(719) 484-0480
CA license no. C 23506
CO license no. C-4889
Architect
Brian K. Bucher, AIA
Palmer Lake, CO 80133
Sheet Title:
Drawing Status:
Of
Job No.:
Scale:
Drawn by:
Date:
Revisions:
Sheet No.:
Checked by:
No. Description By Date
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GYP. BOARD. FINISHED MECHANICAL SOFFIT RE: MECHANICAL FOR MIN. SIZE
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EXPOSED BEAM RE: STRUCTURAL
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EXIT
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-
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-
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.
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.
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.
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A PROPOSED
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CPA OFFICE
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FOR
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WATSON
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CPA
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GROUP
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2393 FLYING HORSE CLUB DR.
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COLORADO SPRINGS, CO
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BASEMENT
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REFLECTED
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CEILING PLAN
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CD SET
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PRELIMINARY
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NOT FOR CONSTRUCTION
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07/31/18
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.
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.
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AS NOTED
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.
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A2.2
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.
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C
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Copyright
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All ideas, designs, arrangements and plans
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indicated or represented by this drawing are
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owned by, and the property of BUCHER DESIGN
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STUDIO and were created, evolved and developed
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for use on, and in conjunction with, the specified
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project. None of such ideas, designs,
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arrangements or plans shall be used by, or
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disclosed to any person, firm or corporation for
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any purpose whatsoever without the written
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permission of BUCHER DESIGN STUDIO.
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2018
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SCALE: 1/4"=1'-0"
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BASEMENT REFLECTED CEILING PLAN
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R C P L E G E N D
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2'X2' OR 2'X4' SUSPENDED CEILING GRID
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NEW GYPSUM BOARD CEILING OR SOFFIT
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NOTES:
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SEE SHEET ELECTRICAL FOR LIGHTING LAYOUT
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SEE MECHANICAL DRAWINGS FOR SUPPLY AIR DIFFUSERS AND RETURN AIR GRILLES.
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CONTACT ARCHITECT IF CONFLICTS EXIST BETWEEN LIGHT FIXTURES AND
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MECHANICAL EQUIPMENT LOCATIONS.
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1.
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2.
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3.
a r c h i t e c t u r e p l a n n i n g
300 General Palmer Drive
P.O. Box 5
(719) 484-0480
CA license no. C 23506
CO license no. C-4889
Architect
Brian K. Bucher, AIA
Palmer Lake, CO 80133
Sheet Title:
Drawing Status:
Of
Job No.:
Scale:
Drawn by:
Date:
Revisions:
Sheet No.:
Checked by:
No. Description By Date
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STAINED WOOD SHUTTERS
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ENGINEERED STONE VENEER SYSTEM PER MANUF. SPECS, STYLE AND COLOR TO MATCH F.H. CLUBHOUSE, TYP.
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6X6 SHAPED STAINED WOOD DECOR BEAMS @48" O.C.
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EXISTING GRADE
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TYP. EXT. FINISH: EXT. CEM. PLASTER SYSTEM (CEMENTITIOUS BLEND) PER MANUF. SPECS., BASE SCREED & SYSTEM TO TERMINATE 6" ABV. FIN. GRD., TYP. COLOR AND TEXTURE TO MATCH F.H. CLUBHOUSE, TYP.
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BARREL VAULTED CONC. ROOF TILE. ATTACH PER MANUF. SPECS., PAINT ALL ACCESSORIES, FLUES, VENTS, ETC. TO MATCH ROOF COLOR. COLOR AND STYLE TO MATCH F.H. CLUBHOUSE, TYP.
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6X8 BRACE (STAINED)
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6X12 BEAM (STAINED)
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FINISH FLOOR
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=100'-0"
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EL: 7012
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WINDOW HEAD HT.
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=108'-0"
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PLATE HT.
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=111'-0"
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MAIN FINISH FLOOR
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=100'-0"
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EL: 7012
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WINDOW HEAD HT.
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=108'-0"
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PLATE HT.
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=111'-0"
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ENTRY TOWER PLT. HT.
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=114'-0"
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LIGHT WELL PLT. HT.
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=123'-0"
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WINDOW HEAD HT.
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=121'-0"
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TINA'S OFFICE PLT. HT.
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=113'-0"
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BASEMENT FIN. FLR.
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=89'-11"
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EL: 7001.9
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52'-9"
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MAX HEIGHT LIMIT 45' ABOVE EXISTING GRADE
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NOTE: PROPOSED FINISH FLOOR AT WEST END = 2'-11" ABOVE EXISTING GRADE
NOTE: PROPOSED FINISH FLOOR EAST END = 0'-4" ABOVE EXISTING GRADE
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PROPOSED GRADE
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EXISTING GRADE
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PROPOSED GRADE
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-
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-
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.
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.
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.
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A PROPOSED
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CPA OFFICE
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FOR
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WATSON
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CPA
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GROUP
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2393 FLYING HORSE CLUB DR.
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COLORADO SPRINGS, CO
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EXTERIOR
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ELEVATIONS
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CD SET
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PRELIMINARY
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NOT FOR CONSTRUCTION
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07/31/18
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.
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.
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AS NOTED
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.
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A3.1
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.
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C
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Copyright
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All ideas, designs, arrangements and plans
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indicated or represented by this drawing are
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owned by, and the property of BUCHER DESIGN
AutoCAD SHX Text
STUDIO and were created, evolved and developed
AutoCAD SHX Text
for use on, and in conjunction with, the specified
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project. None of such ideas, designs,
AutoCAD SHX Text
arrangements or plans shall be used by, or
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disclosed to any person, firm or corporation for
AutoCAD SHX Text
any purpose whatsoever without the written
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permission of BUCHER DESIGN STUDIO.
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2018
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SCALE: 1/4"=1'-0"
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NORTH ELEVATION
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SCALE: 1/4"=1'-0"
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WEST ELEVATION
a r c h i t e c t u r e p l a n n i n g
300 General Palmer Drive
P.O. Box 5
(719) 484-0480
CA license no. C 23506
CO license no. C-4889
Architect
Brian K. Bucher, AIA
Palmer Lake, CO 80133
Sheet Title:
Drawing Status:
Of
Job No.:
Scale:
Drawn by:
Date:
Revisions:
Sheet No.:
Checked by:
No. Description By Date
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DARK BRONZE ALUMINUM CLAD WOOD WINDOWS
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ENGINEERED STONE VENEER SYSTEM PER MANUF. SPECS, STYLE AND COLOR TO MATCH F.H. CLUBHOUSE, TYP.
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TYP. EXT. FINISH: EXT. CEM. PLASTER SYSTEM (CEMENTITIOUS BLEND) PER MANUF. SPECS., BASE SCREED & SYSTEM TO TERMINATE 6" ABV. FIN. GRD., TYP. COLOR AND TEXTURE TO MATCH F.H. CLUBHOUSE, TYP.
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BORAL CONC. ROOF TILE. ATTACH PER MANUF. SPECS., PAINT ALL ACCESSORIES, FLUES, VENTS, ETC. TO MATCH ROOF COLOR. COLOR AND STYLE TO MATCH F.H. CLUBHOUSE, TYP.
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6X6 STAINED WOOD DECOR BEAMS, TYP. @48" O.C.
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MAIN FINISH FLOOR
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=100'-0"
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EL: 7012
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WINDOW HEAD HT.
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=108'-0"
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PLATE HT.
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=111'-0"
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TOWER PLT. HT.
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=112'-0"
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OFFICE PLT. HT.
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=111'-0"
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W/ RAISED HEEL
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MAIN FINISH FLOOR
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=100'-0"
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EL: 7012
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PLATE HEIGHT
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=111'-0"
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LIGHT WELL PLT. HT.
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=123'-0"
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WINDOW HEAD HT.
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=121'-0"
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EXISTING GRADE
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EXISTING GRADE
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PROPOSED GRADE
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PROPOSED GRADE
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-
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-
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.
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.
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.
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A PROPOSED
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CPA OFFICE
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FOR
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WATSON
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CPA
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GROUP
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2393 FLYING HORSE CLUB DR.
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COLORADO SPRINGS, CO
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EXTERIOR
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ELEVATIONS
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CD SET
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PRELIMINARY
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NOT FOR CONSTRUCTION
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07/31/18
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.
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.
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AS NOTED
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.
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A3.2
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.
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C
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Copyright
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All ideas, designs, arrangements and plans
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indicated or represented by this drawing are
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owned by, and the property of BUCHER DESIGN
AutoCAD SHX Text
STUDIO and were created, evolved and developed
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for use on, and in conjunction with, the specified
58" GYP. BD., TYP. INT. FINISH AT WALLS U.N.O., PROVIDE W.R. GYP. BD. AT ALL LOCATIONS SUBJECT TO HIGH MOISTURE CONDITIONS, TYP.
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PROVIDE PRE-FIN. 5" OGEE STYLE GUTTER O/ " X 8" FASCIA O/ 2X4 54" X 8" FASCIA O/ 2X4 SUB-FASCIA, TYP. SIZE DOWNSPOUTS PER MANUF. SPECS AND LOCAL CODES, VERIFY LOCATIONS WITH OWNER, TYP.
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R-38 MIN. BLOWN-IN INSUL., TYP. AT ATTIC
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PROVIDE ICE + WATER SHIELD @ VALLEYS AND ROOF TO WALL INTERSECTIONS, TYP.
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PERIMETER FDN. DRAIN PER SOILS REPORT, EXTEND ELASTOMERIC W.P. MEMBRANE TO FINISH GRADE, TYP., VERIFY POINT OF DAY- LIGHT OR TERMINATION DRAIN OR CONNECTION TO STORM DRAIN
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SLOPE FIN. GRADE PER GRADING PLAN / SOILS REPORT, TYP.
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VERIFY FDN. DESIGN BY OTHERS
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TYP.ROOFING: CONC. ROOF TILE. INSTALL PER MANUF. SPECS., PAINT ALL ROOFING: CONC. ROOF TILE. INSTALL PER MANUF. SPECS., PAINT ALL ACCESSORIES, FLUES, VENTS, ETC. TO MATCH ROOF COLOR
THRESHOLD SHALL BE ADA COMPLIANT, MAX " TRANSITION14" TRANSITION
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13
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ENGINEERED STONE VENEER PER MANUFACTURER SPECS.
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14
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8'-0" TALL PARTITION WALLS BEYOND
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15
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4" CONCRETE SLAB. RE: STRUCTURAL
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16
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CONDITIONED / MECHANICALLY VENTILATED CRAWL SPACE
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13
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13
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8X8 DECORATIVE HEAVY TIMBER BEAMS
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SOFFIT @ 9'-0"
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ARCHED SOFFIT SPRING POINT 9'-0"
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16
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14
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8X8 DECORATIVE HEAVY TIMBER BEAMS
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16
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16
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16
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GYP. BOARD FINISHED MECHANICAL SOFFIT RE: MECHANICAL FOR MIN SIZE
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2
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2
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15
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15
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13
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14
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14
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-
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-
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.
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.
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.
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A PROPOSED
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CPA OFFICE
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FOR
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WATSON
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CPA
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GROUP
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2393 FLYING HORSE CLUB DR.
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COLORADO SPRINGS, CO
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SECTIONS
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CD SET
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PRELIMINARY
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NOT FOR CONSTRUCTION
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07/31/18
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.
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.
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AS NOTED
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.
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A4.1
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.
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C
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Copyright
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All ideas, designs, arrangements and plans
AutoCAD SHX Text
indicated or represented by this drawing are
AutoCAD SHX Text
owned by, and the property of BUCHER DESIGN
AutoCAD SHX Text
STUDIO and were created, evolved and developed
AutoCAD SHX Text
for use on, and in conjunction with, the specified
AutoCAD SHX Text
project. None of such ideas, designs,
AutoCAD SHX Text
arrangements or plans shall be used by, or
AutoCAD SHX Text
disclosed to any person, firm or corporation for
AutoCAD SHX Text
any purpose whatsoever without the written
AutoCAD SHX Text
permission of BUCHER DESIGN STUDIO.
AutoCAD SHX Text
2018
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SCALE: 1/4"=1'-0"
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BUILDING SECTION "A"
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SCALE: 1/4"=1'-0"
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BUILDING SECTION "B"
TYPICAL MOUNTING HEIGHTS
DOOR TYPES, TYP. FRAME TYPES, TYP.
WAITING RM. WOMEN'S RR. TYP. WOMEN'S RR. TYP.
OFFICE AREA BUILT IN CABINETSBREAK-OUT TYP. COLAB. OFC.
BREAK ROOM
WOMEN'S RR. TYP. WOMEN'S RR. TYP.
MENS RESTROOM
CART STATIONCART STATION
a r c h i t e c t u r e p l a n n i n g
300 General Palmer Drive
P.O. Box 5
(719) 484-0480
CA license no. C 23506
CO license no. C-4889
Architect
Brian K. Bucher, AIA
Palmer Lake, CO 80133
Sheet Title:
Drawing Status:
Of
Job No.:
Scale:
Drawn by:
Date:
Revisions:
Sheet No.:
Checked by:
No. Description By Date
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D O O R S C H E D U L E
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REMARKS
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RAT'G.
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TYPE
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NOMINAL SIZE
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(WIDTH X HEIGHT)
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SYMBOL
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(OPERATION)
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CORE
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(DR./JB.)
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MAT'L.
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FINISH
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HC
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%%UABBREVIATIONS:
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STN
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ALUM
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HOLLOW CORE
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STAIN
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ALUMINUM
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EX
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ANOD
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PT
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PAINT
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EXISTING
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ANODIZED
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FF
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FACTORY FINISH
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WD
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WOOD
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1.
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2.
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DOOR SCHEDULE NOTES:
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SC
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SOLID CORE
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SGL
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SINGLE
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ALL DOOR HARDWARE TO BE PER ADA, AND SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. DOOR HARDWARE TO BE PER 2009 IBC AND ANSI 117.1, TYP.
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CONTRACTOR TO VERIFY HARDWARE FUNCTION AND COORDINATE DOOR KEYING SCHEDULE WITH OWNER.
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001A
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001B
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003
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004
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100
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OVERHEAD
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002
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DR.
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TYPE
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STEEL
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-
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-
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-
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-
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-
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FF
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-
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HM
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HOLLOW METAL
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3.
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VERIFY/CONFIRM HEIGHT OF EXISTING DOORS, MATCH EXISTING, TYPICAL.
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SOUTH
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PAINT O/ G.B.
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EAST
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PAINT O/ G.B.
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NORTH
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PAINT O/ G.B.
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WEST
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WALL COVERING.
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ALL GYPSUM BOARD WALL FINISH TO MATCH EXISTING WALL TEXTURE.
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NOTE:
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002
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STORAGE
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ROOM
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NOTES
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HT.
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S.A.T.
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PAINT O/ G.B.
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CEILING
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4" RUBBER
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BASE
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PAINT O/ G.B.
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WALL
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CARPET
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FLOOR
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ROOM NAME
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NO.
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R O O M F I N I S H S C H E D U L E
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LUXURY VINYL TILE
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TILE
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THE SUBCONTRACTORS SHALL COORDINATE ALL FINISHES, MATERIALS AND COLORS WITH THE OWNER.
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2.
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1.
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PROVIDE WATER RESISTANT GYP. BD. AT ALL LOCATIONS WHICH MAY BE SUBJECT TO THE ADVERSE EFFECTS OF MOISTURE.
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3.
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4.
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PROVIDE ACOUSTIC BATT INSULATION FULL HEIGHT IN ALL WALLS, U.N.O. TYPICAL.
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TILE
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5.
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VCT
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PNT'D. EXPOSED STRUCT.
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ALL WALLS TO GO TO 6" ABV. ADJ.. CEILING. VERIFY HGT. OF WALL AND PROVIDE STUDS OF PROPER GAGE FOR HEIGHT AS REQUIRED.
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SEALED CONC.
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6.
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ALL NEW DOOR, WINDOW TRIM AND BASE TO MATCH EXISTING. REPLACE/REPAIR EXISTING ITEMS AS REQUIRED.
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003
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UTILITY
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004
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MECHANICAL
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100
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ENTRY
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101
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WAITING ROOM
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102
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RECEPTION
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103
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WOMEN'S
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104
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WOMEN'S
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105
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NOT USED
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106
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BREAK-OUT
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107
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OFFICE
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7.
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VERIFY ALL NEW AND EXISTING ROOM FINISHES WITH TENANT, TYP.