of - wcg inc · >50 lav: 1 per 40 80 d.f.: 1 per 100 .45 .45 service sink: 1 1 plumbing fixtures...
TRANSCRIPT
300 General Palmer Drive
Brian K. Bucher, AIA
Architect
CO license no. C-4889
CA license no. C 23506
(719) 484-0480
Palmer Lake, CO 80133
P.O. Box 5
a r c h i t e c t u r e p l a n n i n g
Sheet Title:
Drawing Status:
Of
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Scale:
Drawn by:
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No. Description By Date
OWNER
ARCHITECT
ENGINEER
MP ENGINEER
STRUCTURAL
CONTRACTOR
CIVIL
LANDSCAPE ARCH.
ELECTRICAL ENGINEER
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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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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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AS NOTED
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CS
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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
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PROJECT AREA:
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PARKING REQUIREMENTS:
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4,969 S.F.MAIN MAIN 1,483 S.F. BASEMENT 120 S.F.STAIR STAIR TOTAL: 6,542
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6,542 SF / 400 SF PER SPACE = 17 SPACES REQUIRED 51 SPACES PROVIDED 49 STANDARD SPACES + 2 HC.
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CLASSIC CONSULTING ENGINEERING AND SURVEYORS 619 N. CASCADE AVE. SUITE 200 COLORADO SPRINGS, CO 80903 (719) 785-0790
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N.E.S. INC. 619 NORTH CASCADE AVE. SUITE 200 COLORADO SPRINGS, CO 80903 (719) 471-0073
300 General Palmer Drive
Brian K. Bucher, AIA
Architect
CO license no. C-4889
CA license no. C 23506
(719) 484-0480
Palmer Lake, CO 80133
P.O. Box 5
a r c h i t e c t u r e p l a n n i n g
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Drawing Status:
Of
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Scale:
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No. Description By Date
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51 TOTAL PARKING SPACES
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5
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12
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14
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9
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11
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2 HANDICAPPED
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FINISH FLOOR
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(+90'-0")
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BASEMENT
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EL.= 7002.5
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FINISH FLOOR
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(+100'-0")
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MAIN
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EL.= 7006
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EL.= 7004
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EL.= 7008
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ELECTRICAL, GAS, & WATER METERS
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TRASH ENLOSURE
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FULLY SCREEN RECEPT.
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EXISTING WALL
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STRUCTURE
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6' WIDE CONCRETE
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WALK, TYP.
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NEW ASPHALT PARKING LOT
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W/ CONC. CURB + GUTTER
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EXISTING EASEMENTS
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EXISTING EASEMENTS
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EXISTING EASEMENTS
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EXISTING EASEMENTS
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PROPOSED CPA OFFICE
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EL.= 7012.5
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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" = 20'
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SITE PLAN
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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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A0.1
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.
300 General Palmer Drive
Brian K. Bucher, AIA
Architect
CO license no. C-4889
CA license no. C 23506
(719) 484-0480
Palmer Lake, CO 80133
P.O. Box 5
a r c h i t e c t u r e p l a n n i n g
Sheet Title:
Drawing Status:
Of
Job No.:
Scale:
Drawn by:
Date:
Revisions:
Sheet No.:
Checked by:
No. Description By Date
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MAX TRAVEL DIST. = 76'
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MAX COMMON
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PATH OF TRAVEL
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= 38'
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EXIT
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EXIT
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EXIT
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MAX TRAVEL DIST. = 62'
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.
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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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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.
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SCALE: 1/8" = 1'
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LIFE SAFETY PLANS
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:
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Of
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137
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TINA'S OFFICE
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141
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JASON'S OFFICE
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142
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OFFICE
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133
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BREAK-OUT
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139
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MEN'S
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136
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OFFICE
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101
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WAITING
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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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127
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CONF. RM.
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132
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BREAK RM.
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126
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BREAK-OUT
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107
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OFFICE
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128
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OPEN WORK AREA
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108
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OFFICE
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112
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OFFICE
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113
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OFFICE
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117
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OFFICE
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118
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OFFICE
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122
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OFFICE
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123
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OFFICE
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106
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BREAK-OUT
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109
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BREAK-OUT
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111
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114
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BREAK-OUT
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116
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BREAK-OUT
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119
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BREAK OUT
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121
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BREAK-OUT
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124
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BREAK-OUT
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134
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BREAK-OUT
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129
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COVERED
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TERRACE
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131
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BBQ
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100
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ENTRY
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102
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RECEPTION
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137
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136
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139
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141A
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142
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145
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131
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133
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127A
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103
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104
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107
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108
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112
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113
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125
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124
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114
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121
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111
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126
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119
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109
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116
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106
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117
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118
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122
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123
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127B
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128
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134
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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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FINISH FLOOR
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(+100'-0")
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MAIN
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EL.= 7012
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100
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1
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1
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2
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2
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2
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2
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2
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2
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2
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2
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2
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2
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2
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2
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2
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3
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3
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4
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4
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4
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141B
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5
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5
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5
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5
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5
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5
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DN
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18R @ 6.66"
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NOTE: STAIR IS NOT AN EXIT STAIR
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EXIT
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EXIT
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EXIT
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FP.
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17T @ 11"
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ADA D.F. W/ BOTTLE FILLER
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30"x48" CLR.
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TYP.
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12
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A5.1
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11
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A5.1
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10
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A5.1
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1
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A5.1
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9
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A5.1
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6
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7
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8
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A5.1
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A5.1
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2
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6
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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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FLOOR
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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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A1.1
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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
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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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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.
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BASEMENT: 1,483 G.S.F.
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WALL TYPES
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A
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SOUND WALL: 2X6" BASE PLT. W/ 2X4" STAGGERED WD. STUDS @ 12" O.C. w/ ACOUST. BATT INSUL. BETW. STAGGER STUDS & " GYP. BD. EA. SIDE, TYP. 58" GYP. BD. EA. SIDE, TYP. (PROVIDE SOLID BACKING @ FIXTURE AND ACCESSORY INSTALL WHERE OCCURS)
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TYP. PRIVACY WALL CONST: " GYP. BD. 58" GYP. BD. EA. SIDE OF FULL HT. 2X4" OR 2X6" WD. STUDS TO STRUCT. @ 16" O.C. W/ ACOUST. INSUL. BETW., TYP.
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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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TYP. FULL HT. WALL CONST: " GYP. BD. 58" GYP. BD. EA. SIDE OF FULL HT. 2X4" OR 2X6" WD. STUDS @ 16" O.C. TO 4" ABV. ADJACENT CLG., TYP.
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TYP. HT. SCREEN WALL CONST: " GYP. 34 HT. SCREEN WALL CONST: " GYP. 58" GYP. BD. EA. SIDE OF FULL HT. 2X4" OR 2X6" WD. STUDS @ 16" O.C. TO 8'-0" ABV. FINISHED FLOOR, TYP.
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D
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E
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NOT USED ON MAIN FLOOR
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NOT USED ON MAIN FLOOR
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G
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NOT USED ON MAIN FLOOR
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SOUND WALL: 2X4" WD. STUDS @ 12" O.C. W/ SOUND BOARD & " GYP. BD. EA. 58" GYP. BD. EA. SIDE, TYP. (PROVIDE SOLID BACKING @ FIXTURE AND ACCESSORY INSTALL WHERE OCCURS)
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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002
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STORAGE
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001
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STORAGE
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003
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UTILITY
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004
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MECHANICAL
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002
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003
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004
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001B
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001A
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FINISH FLOOR
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(+89'-11")
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BASEMENT
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EL.= 7001.9
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W.H.
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FURN.
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FURN.
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ELECTRICAL, GAS, & WATER METERS
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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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A
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A5.1
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A
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A5.1
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F.D.
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TRENCH
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DRAIN
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F.D.
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VERIFY RETAINING WALL HEIGHT
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BASED ON FIN. GRADE
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VERIFY RETAINING WALL HEIGHT
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BASED ON FIN. GRADE
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001C
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MOP
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SINK
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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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MAIN
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FLOOR
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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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A1.2
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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 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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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
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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
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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
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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
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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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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.
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2018
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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
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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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.
AutoCAD SHX Text
C
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Copyright
AutoCAD SHX Text
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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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
AutoCAD SHX Text
07/31/18
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
.
AutoCAD SHX Text
A2.2
AutoCAD SHX Text
.
AutoCAD SHX Text
C
AutoCAD SHX Text
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"
AutoCAD SHX Text
BASEMENT REFLECTED CEILING PLAN
AutoCAD SHX Text
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
AutoCAD SHX Text
SEE MECHANICAL DRAWINGS FOR SUPPLY AIR DIFFUSERS AND RETURN AIR GRILLES.
AutoCAD SHX Text
CONTACT ARCHITECT IF CONFLICTS EXIST BETWEEN LIGHT FIXTURES AND
AutoCAD SHX Text
MECHANICAL EQUIPMENT LOCATIONS.
AutoCAD SHX Text
1.
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2.
AutoCAD SHX Text
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
AutoCAD SHX Text
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.
AutoCAD SHX Text
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.
AutoCAD SHX Text
6X8 BRACE (STAINED)
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6X12 BEAM (STAINED)
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FINISH FLOOR
AutoCAD SHX Text
=100'-0"
AutoCAD SHX Text
EL: 7012
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WINDOW HEAD HT.
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=108'-0"
AutoCAD SHX Text
PLATE HT.
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=111'-0"
AutoCAD SHX Text
MAIN FINISH FLOOR
AutoCAD SHX Text
=100'-0"
AutoCAD SHX Text
EL: 7012
AutoCAD SHX Text
WINDOW HEAD HT.
AutoCAD SHX Text
=108'-0"
AutoCAD SHX Text
PLATE HT.
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=111'-0"
AutoCAD SHX Text
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.
AutoCAD SHX Text
=113'-0"
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BASEMENT FIN. FLR.
AutoCAD SHX Text
=89'-11"
AutoCAD SHX Text
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
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NOTE: PROPOSED FINISH FLOOR AT ENTRY = 2'-1" ABOVE EXISTING GRADE
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DARK BRONZE ALUMINUM CLAD WOOD WINDOWS
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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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-
AutoCAD SHX Text
-
AutoCAD SHX Text
.
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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.
AutoCAD SHX Text
COLORADO SPRINGS, CO
AutoCAD SHX Text
EXTERIOR
AutoCAD SHX Text
ELEVATIONS
AutoCAD SHX Text
CD SET
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
NOT FOR CONSTRUCTION
AutoCAD SHX Text
07/31/18
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.
AutoCAD SHX Text
.
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
.
AutoCAD SHX Text
A3.1
AutoCAD SHX Text
.
AutoCAD SHX Text
C
AutoCAD SHX Text
Copyright
AutoCAD SHX Text
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"
AutoCAD SHX Text
NORTH ELEVATION
AutoCAD SHX Text
SCALE: 1/4"=1'-0"
AutoCAD SHX Text
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
AutoCAD SHX Text
DARK BRONZE ALUMINUM CLAD WOOD WINDOWS
AutoCAD SHX Text
ENGINEERED STONE VENEER SYSTEM PER MANUF. SPECS, STYLE AND COLOR TO MATCH F.H. CLUBHOUSE, TYP.
AutoCAD SHX Text
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.
AutoCAD SHX Text
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.
AutoCAD SHX Text
6X6 STAINED WOOD DECOR BEAMS, TYP. @48" O.C.
AutoCAD SHX Text
MAIN FINISH FLOOR
AutoCAD SHX Text
=100'-0"
AutoCAD SHX Text
EL: 7012
AutoCAD SHX Text
WINDOW HEAD HT.
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=108'-0"
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PLATE HT.
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=111'-0"
AutoCAD SHX Text
TOWER PLT. HT.
AutoCAD SHX Text
=112'-0"
AutoCAD SHX Text
OFFICE PLT. HT.
AutoCAD SHX Text
=111'-0"
AutoCAD SHX Text
W/ RAISED HEEL
AutoCAD SHX Text
MAIN FINISH FLOOR
AutoCAD SHX Text
=100'-0"
AutoCAD SHX Text
EL: 7012
AutoCAD SHX Text
PLATE HEIGHT
AutoCAD SHX Text
=111'-0"
AutoCAD SHX Text
LIGHT WELL PLT. HT.
AutoCAD SHX Text
=123'-0"
AutoCAD SHX Text
WINDOW HEAD HT.
AutoCAD SHX Text
=121'-0"
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EXISTING GRADE
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EXISTING GRADE
AutoCAD SHX Text
PROPOSED GRADE
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PROPOSED GRADE
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-
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-
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.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
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A PROPOSED
AutoCAD SHX Text
CPA OFFICE
AutoCAD SHX Text
FOR
AutoCAD SHX Text
WATSON
AutoCAD SHX Text
CPA
AutoCAD SHX Text
GROUP
AutoCAD SHX Text
2393 FLYING HORSE CLUB DR.
AutoCAD SHX Text
COLORADO SPRINGS, CO
AutoCAD SHX Text
EXTERIOR
AutoCAD SHX Text
ELEVATIONS
AutoCAD SHX Text
CD SET
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
NOT FOR CONSTRUCTION
AutoCAD SHX Text
07/31/18
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
.
AutoCAD SHX Text
A3.2
AutoCAD SHX Text
.
AutoCAD SHX Text
C
AutoCAD SHX Text
Copyright
AutoCAD SHX Text
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"
AutoCAD SHX Text
SOUTH ELEVATION
AutoCAD SHX Text
SCALE: 1/4"=1'-0"
AutoCAD SHX Text
EAST 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
AutoCAD SHX Text
= (+100'-0")
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
= (+111'-0")
AutoCAD SHX Text
PLT. HT.
AutoCAD SHX Text
= (+114'-0")
AutoCAD SHX Text
PLT. HT.
AutoCAD SHX Text
ENTRY TOWER
AutoCAD SHX Text
MAX. SLOPE @ ENTRY
AutoCAD SHX Text
SLAB= 2%%%
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= (+100'-0")
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
= (+111'-0")
AutoCAD SHX Text
PLT. HT.
AutoCAD SHX Text
001
AutoCAD SHX Text
STORAGE
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100
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ENTRY
AutoCAD SHX Text
101
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WAITING
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128
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COLAB. OFC. AREA
AutoCAD SHX Text
129
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COVERED
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TERRACE
AutoCAD SHX Text
= (+123'-0")
AutoCAD SHX Text
PLT. HT.
AutoCAD SHX Text
LIGHT WELL
AutoCAD SHX Text
= (+121'-0")
AutoCAD SHX Text
WDW. HD. HT.
AutoCAD SHX Text
= (+123'-0")
AutoCAD SHX Text
PLT. HT.
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LIGHT WELL
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= (+121'-0")
AutoCAD SHX Text
WDW. HD. HT.
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SECTION KEY NOTES
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PRE-MANUF./ PRE-ENGR'D. WD. RF. TRUSSES @ 24" O.C.
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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.
AutoCAD SHX Text
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.
AutoCAD SHX Text
R-38 MIN. BLOWN-IN INSUL., TYP. AT ATTIC
AutoCAD SHX Text
PROVIDE ICE + WATER SHIELD @ VALLEYS AND ROOF TO WALL INTERSECTIONS, TYP.
AutoCAD SHX Text
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
AutoCAD SHX Text
SLOPE FIN. GRADE PER GRADING PLAN / SOILS REPORT, TYP.
AutoCAD SHX Text
VERIFY FDN. DESIGN BY OTHERS
AutoCAD SHX Text
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
AutoCAD SHX Text
SUSPENDED CEILING GRID W/ LAY-IN ACOUSTICAL TILE, REF: REFLECTED CEILING PLANS: SHEETS A2.1 & A2.2
AutoCAD SHX Text
TYP. EXTERIOR WALL CONST: 2-COAT EXT. PLASTER SYSTEM PER MANUF. SPECS O/ STRUCTURAL/ INSULATED " WALL SHEATHING WITH AIR 12" WALL SHEATHING WITH AIR INFILTRATION BARRIER (TYVEK OR EQUAL) O/ 2x6 STUDS @ 16" O.C. W / R-22 B.I. W/ " INT. GYP. BD.58" INT. GYP. BD.
AutoCAD SHX Text
1 1/8" T+G PLYWD. SUBFLR. SCREWED + GLUED O/ EGNR'D. JSTS. @ 16" O.C., TYP. RE: FINISH SCHEDULE FOR FLOOR FINISH
AutoCAD SHX Text
12
AutoCAD SHX Text
3
AutoCAD SHX Text
11
AutoCAD SHX Text
10
AutoCAD SHX Text
9
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8
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6
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5
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7
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2
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4
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1
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1
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1
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2
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3
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3
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4
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4
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6
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6
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7
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7
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8
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8
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9
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9
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11
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11
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12
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12
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THRESHOLD SHALL BE ADA COMPLIANT, MAX " TRANSITION14" TRANSITION
AutoCAD SHX Text
13
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ENGINEERED STONE VENEER PER MANUFACTURER SPECS.
AutoCAD SHX Text
14
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8'-0" TALL PARTITION WALLS BEYOND
AutoCAD SHX Text
15
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4" CONCRETE SLAB. RE: STRUCTURAL
AutoCAD SHX Text
16
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CONDITIONED / MECHANICALLY VENTILATED CRAWL SPACE
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
8X8 DECORATIVE HEAVY TIMBER BEAMS
AutoCAD SHX Text
SOFFIT @ 9'-0"
AutoCAD SHX Text
ARCHED SOFFIT SPRING POINT 9'-0"
AutoCAD SHX Text
16
AutoCAD SHX Text
14
AutoCAD SHX Text
8X8 DECORATIVE HEAVY TIMBER BEAMS
AutoCAD SHX Text
16
AutoCAD SHX Text
16
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16
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GYP. BOARD FINISHED MECHANICAL SOFFIT RE: MECHANICAL FOR MIN SIZE
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
15
AutoCAD SHX Text
15
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
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A PROPOSED
AutoCAD SHX Text
CPA OFFICE
AutoCAD SHX Text
FOR
AutoCAD SHX Text
WATSON
AutoCAD SHX Text
CPA
AutoCAD SHX Text
GROUP
AutoCAD SHX Text
2393 FLYING HORSE CLUB DR.
AutoCAD SHX Text
COLORADO SPRINGS, CO
AutoCAD SHX Text
SECTIONS
AutoCAD SHX Text
CD SET
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
NOT FOR CONSTRUCTION
AutoCAD SHX Text
07/31/18
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
.
AutoCAD SHX Text
A4.1
AutoCAD SHX Text
.
AutoCAD SHX Text
C
AutoCAD SHX Text
Copyright
AutoCAD SHX Text
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"
AutoCAD SHX Text
BUILDING SECTION "A"
AutoCAD SHX Text
SCALE: 1/4"=1'-0"
AutoCAD SHX Text
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
AutoCAD SHX Text
D O O R S C H E D U L E
AutoCAD SHX Text
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
AutoCAD SHX Text
%%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
AutoCAD SHX Text
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
AutoCAD SHX Text
WOOD
AutoCAD SHX Text
1.
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2.
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DOOR SCHEDULE NOTES:
AutoCAD SHX Text
SC
AutoCAD SHX Text
SOLID CORE
AutoCAD SHX Text
SGL
AutoCAD SHX Text
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.
AutoCAD SHX Text
CONTRACTOR TO VERIFY HARDWARE FUNCTION AND COORDINATE DOOR KEYING SCHEDULE WITH OWNER.
AutoCAD SHX Text
001A
AutoCAD SHX Text
001B
AutoCAD SHX Text
003
AutoCAD SHX Text
004
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100
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OVERHEAD
AutoCAD SHX Text
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.
AutoCAD SHX Text
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.
AutoCAD SHX Text
WALL
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CARPET
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FLOOR
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ROOM NAME
AutoCAD SHX Text
NO.
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R O O M F I N I S H S C H E D U L E
AutoCAD SHX Text
LUXURY VINYL TILE
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TILE
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THE SUBCONTRACTORS SHALL COORDINATE ALL FINISHES, MATERIALS AND COLORS WITH THE OWNER.
AutoCAD SHX Text
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.
AutoCAD SHX Text
3.
AutoCAD SHX Text
4.
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PROVIDE ACOUSTIC BATT INSULATION FULL HEIGHT IN ALL WALLS, U.N.O. TYPICAL.
AutoCAD SHX Text
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.
AutoCAD SHX Text
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.
AutoCAD SHX Text
003
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UTILITY
AutoCAD SHX Text
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
AutoCAD SHX Text
106
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BREAK-OUT
AutoCAD SHX Text
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.
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108
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OFFICE
AutoCAD SHX Text
109
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BREAK-OUT
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001
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STORAGE
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110
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NOT USED
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WNSCT.
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HT.
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TILE
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FF
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FRM.
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TYPE
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-
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B
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-
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-
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103
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INSUL.
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104
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-
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106
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-
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107
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-
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108
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-
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111
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BREAK-OUT
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112
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OFFICE
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113
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OFFICE
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114
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BREAK-OUT
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115
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NOT USED
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116
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BREAK-OUT
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117
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OFFICE
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TILE
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TILE
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TILE
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TILE
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119
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BREAK-OUT
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120
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NOT USED
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121
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BREAK-OUT
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122
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OFFICE
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123
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OFFICE
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124
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BREAK-OUT
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125
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NOT USED
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118
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OFFICE
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127
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CONF. RM.
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128
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OPEN WORK AREA
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129
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COVERED TERRACE
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130
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NOT USED
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131
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BBQ
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132
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BREAK RM.
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133
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BREAK-OUT
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126
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BREAK-OUT
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136
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OFFICE
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137
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TINA'S OFFICE
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138
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NOT USED
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139
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MEN'S
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140
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NOT USED
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141
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JASON'S OFFICE
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142
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OFFICE
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134
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BREAK-OUT
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135
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NOT USED
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WALL COVERING.
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WALL COVERING.
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WALL COVERING.
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WALL COVERING.
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109
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111
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113
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114
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116
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118
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117
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112
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119
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121
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122
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123
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124
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125
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126
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127A
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127B
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128
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131
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134
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133
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136
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137
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139
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141A
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142
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145
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10'-0" X 8'-0"
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INSTALL PER MFG. SPECS
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SGL. SWING
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SC
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3'-0" X 8'-0"
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3'-0" X 7'-0"
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3'-0" X 7'-0"
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3'-0" X 7'-0"
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SGL. SWING
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SGL. SWING
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SGL. SWING
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STEEL
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SC
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FF
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SC
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SC
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3'-0" X 8'-0"
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SGL. SWING
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3'-0" X 7'-0"
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SGL. SWING
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WD./HM.
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SC
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STN.
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PROVIDE ACOUSTICAL SEAL, CLOSER
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-
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SGL. SWING
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WD./HM.
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SC
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STN.
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PROVIDE ACOUSTICAL SEAL, CLOSER
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BARN STYLE
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WD.
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SC
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A
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STN.
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SGL. SWING
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SC
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STN.
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3'-0" X 8'-0"
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3'-0" X 7'-0"
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3'-0" X 7'-0"
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3'-0" X 8'-0"
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3'-0" X 7'-0"
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SGL. SWING
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SC
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STN.
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BARN STYLE
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WD.
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SC
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STN.
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BARN STYLE
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WD.
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SC
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STN.
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SGL. SWING
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SC
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STN.
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SGL. SWING
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SC
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STN.
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BARN STYLE
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WD.
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SC
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STN.
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BARN STYLE
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WD.
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SC
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STN.
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SGL. SWING
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SC
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STN.
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SGL. SWING
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SC
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STN.
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BARN STYLE
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WD.
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SC
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STN.
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BARN STYLE
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WD.
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SC
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STN.
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SGL. SWING
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SC
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STN.
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SGL. SWING
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SC
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STN.
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BARN STYLE
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WD.
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SC
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STN.
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SGL. SWING
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BARN STYLE
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WD.
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SC
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STN.
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SGL. SWING
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SC
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STN.
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-
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SGL. SWING
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BARN STYLE
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WD.
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SC
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STN.
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BARN STYLE
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WD.
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SC
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STN.
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SGL. SWING
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SC
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STN.
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SGL. SWING
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SC
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STN.
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SGL. SWING
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WD./HM.
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SC
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STN.
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PROVIDE ACOUSTICAL SEAL, CLOSER
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SGL. SWING
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SC
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STN.
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SGL. SWING
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STN.
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SGL. SWING
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URINAL
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W.C.
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GRAB BAR
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LAV.
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MIRROR (WIDTH TO BE EQ. TO WIDTH OF COUNTER)
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PAPER TOWEL DISP.
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SCALE: NOT TO SCALE
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1 1/4" MIN. & 2" MAX. CIRCULAR CROSS SECTION
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C
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L
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WALL
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T.P. DISP.
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WALL
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NOTE: PROVIDE SOLID BLOCKING FOR ALL TOILET ACCESSORIES MOUNTED ON STUD PARTITIONS.
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A
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SEE DOOR SCHEDULE
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PNT. HM FRAME
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A
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FLUSH WOOD DR.
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B
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SOLID WOOD DR. W/ FULL GLASS PANEL
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SCALE 1/4"=1'-0"
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SCALE 1/4"=1'-0"
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-
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C
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LOUVERED DOOR
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TEMP.
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14" CLEAR
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C
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WALL MTD. TRACK HARDWARE
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BARN STYLE- SUSPENDED, SLIDING
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D
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FRMLESS GLASS DR.
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TEMP.
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1/2" CLEAR
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B
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SEE DOOR SCHEDULE
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ALUM. FRAME
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C
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C
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C
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C
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C
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C
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C
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C
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C
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C
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C
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A
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A
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A
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A
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A
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A
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A
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A
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A
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A
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E
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A
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A
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B
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B
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B
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B
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B
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B
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B
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B
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A
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B
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B
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A
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B
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WD./HM.
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WD./HM.
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WD./HM.
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WD./HM.
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WD./HM.
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WD./HM.
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WD./HM.
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WD./HM.
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WD./HM.
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WD./HM.
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WD./HM.
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SGL. SWING
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D
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A
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A
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A
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A
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A
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A
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A
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A
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A
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A
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A
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B
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A
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A
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A
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A
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B
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B
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SC
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WD./HM.
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B
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A
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3'-0" X 7'-0"
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3'-0" X 7'-0"
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3'-0" X 7'-0"
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3'-0" X 7'-0"
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3'-0" X 7'-0"
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3'-0" X 7'-0"
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3'-0" X 7'-0"
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3'-0" X 7'-0"
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3'-0" X 7'-0"
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3'-0" X 7'-0"
AutoCAD SHX Text
3'-0" X 7'-0"
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3'-0" X 7'-0"
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3'-0" X 7'-0"
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3'-0" X 7'-0"
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3'-0" X 7'-0"
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3'-0" X 7'-0"
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3'-0" X 7'-0"
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ALUM./ALUM.
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SC
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FF
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15'-0" X 8'-0"
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BI-FOLD
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FF
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INSTALL PER MFG. SPECS
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12'-0" X 8'-0"
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ALUM./ALUM.
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SC
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FF
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3'-0" X 7'-0"
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3'-0" X 7'-0"
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3'-0" X 7'-0"
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3'-0" X 7'-0"
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3'-0" X 7'-0"
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3'-0" X 7'-0"
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3'-0" X 7'-0"
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SC
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STN.
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141B
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-
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SLIDING
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6'-0" X 8'-0"
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FR. SLIDING
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4'-0"
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11'-0"
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11'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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10'-0"
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4'-0"
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10'-0"
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10'-0"
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10'-0"
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9'-0"
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9'-0"
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9'-0"
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9'-0"
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E
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FLUSH STEEL DR.
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ALUM./ALUM.
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D
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STEEL FRAME
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SEE DOOR SCHEDULE
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STEEL
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E
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D
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STEEL
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E
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D
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FF
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FF
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ALUM./ALUM.
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SC
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W/ SIDELITES
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F
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STOREFRONT DR. W/ FULL GLASS PANEL
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TEMP.
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14" CLEAR
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F
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FF
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ALUM./ALUM.
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ALUM./ALUM.
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-
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ALUM./ALUM.
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FF
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NARROW STYLE
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F
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F
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F
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1
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3
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2
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W I N D O W S C H E D U L E
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NOMINAL SIZE
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MARK
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TYPE
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OPERABILITY
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( WIDTH x HEIGHT )
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3'-0"x5'-0"
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FIXED
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4
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REMARKS
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5'-0"x5'-0"
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3'-0"x5'-0"
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SLIDING
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FIXED
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MFG.
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MATERIAL
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GLZG.
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DUAL GLAZED, 1" INSULATED
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DUAL GLAZED, 1" INSULATED
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DUAL GLAZED, 1" INSULATED
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DUAL GLAZED, 1" INSULATED
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1.
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WINDOW SCHEDULE NOTES:
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2.
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VINYL
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VINYL
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2'-0"x5'-0"
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VINYL
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VINYL
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FIXED
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ROUND TOP
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5
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3'-6"x1'-6"
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FIXED
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VINYL
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DUAL GLAZED, 1" INSULATED
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CLERESTORY WINDOW ABOVE
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TEXTURED CONCRETE
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TEMPERED
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001C
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-
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-
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3'-0" X 7'-0"
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SGL. SWING
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STEEL
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SC
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FF
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E
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A
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4'-0"
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B
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A
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WD./HM.
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OPEN FOR REFR.
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SCALE: 1/4"=1'-0"
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1
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A5.1
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SCALE: 1/4"=1'-0"
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2
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A5.1
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SCALE: 1/4"=1'-0"
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3
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A5.1
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SCALE: 1/4"=1'-0"
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9
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A5.1
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SCALE: 1/4"=1'-0"
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8
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A5.1
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SCALE: 1/4"=1'-0"
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10
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A5.1
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SCALE: 1/4"=1'-0"
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11
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A5.1
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SCALE: 1/4"=1'-0"
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4
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A5.1
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SCALE: 1/4"=1'-0"
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5
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A5.1
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SCALE: 1/4"=1'-0"
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12
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A5.1
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OPEN FOR D/W
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OPEN FOR CARTS
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OPEN FOR CARTS
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SCALE: 1/4"=1'-0"
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7
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A5.1
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SCALE: 1/4"=1'-0"
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6
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A5.1
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VERIFY ACCESSORIES & FIXTURES W/ OWNER, TYP.
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6
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2'-6"x5'-0"
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FIXED
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VINYL
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DUAL GLAZED, 1" INSULATED
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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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SCHEDULES/
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INTERIOR 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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A5.1
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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
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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