HomeMy WebLinkAboutA01-01 - LEVEL 1 PLAN625AT625AT625AT625ATUP 16250ADJUSTABLEBENCHUTILITY BENCH770T770T770T770TA03.021
A03.02
A03.01
A03.01
1
2
2
B
C
D
A
1 2 5 7
E
98643
RETAIL
101
STAIR 01
001-01
5' - 10"14' - 2"12' - 1"15' - 11"1' - 9"7' - 2"19' - 1"14' - 0"14' - 0"19' - 1"8' - 11"7"24' - 1"1' - 4"10' - 9 3/4"8' - 8 1/4"15' - 8"
TRASH
108
1' - 11"28' - 0"19' - 4"27' - 0"28' - 0"45' - 9"26' - 0"15' - 6"1' - 8"
ELEV
01
PROPERTY LINE
193' - 2"
FITNESS
112
STAIR 02
001-02ELEV LOBBY
111 INOUTADA ADA
1ELEC.109E. OLIVE ST.S. BLACK AVEWATER
ENTRY
104
ELECTRICAL
ROOM
107
8.3211.26
14.6
TYP.3.3
ST
1.4
32' - 1"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6"
RESTROOM
105
TYP.4.8TYP.3.3
TYP.26.1
TYP.22.4
TYP.22.4 PROPERTY LINETYP.22.4
TYP.13.7
TYP.13.7
32' - 1"17' - 8"7' - 2"33' - 1"33' - 1"9' - 6"24' - 1"36' - 6"
3.28
24' - 0"24' - 0"20' - 0"11' - 6 1/2"6 1/2"17' - 8"7' - 2"5 1/2"32' - 7 1/2"3' - 6 5/8"29' - 6 3/8"9' - 5"1"24' - 1"36' - 6"
1' - 7 1/8"5' - 7"1' - 10"10' - 11 7/8"1' - 3"10' - 3 1/2"6 1/2"1' - 5 3/8"10' - 0"3' - 2 5/8"3' - 0 1/8"5' - 6"1' - 8 1/8"
5 1/2"2' - 6 1/2"
6' - 0"2' - 7"12' - 2 1/2"1' - 11 5/8"7' - 3 7/8"
1' - 7 1/8"
1' - 11 1/2"
6 5/8"
10' - 2 5/8"1' - 2 3/8"16' - 6"1' - 0 7/8"9' - 5"
1"
19' - 5"4' - 8"17' - 10"18' - 8"5' - 10"34' - 0"6' - 0"34' - 0"5' - 1 5/8"8 3/8"34' - 0"6' - 0"29' - 0"5' - 0"2' - 0"5' - 1 5/8"8 3/8"22' - 0"12' - 0"3' - 10"2' - 2"5' - 2 5/8"1' - 10"10' - 0"1' - 10"8' - 4"1' - 9 3/8"5' - 0"2' - 0"34' - 0"6' - 0"34' - 0"5' - 10"4' - 10 1/4"20' - 3 1/2"8' - 10 1/4"6' - 0"21' - 2"5' - 0"7' - 10"79' - 10"TRASH
220
TELECOMM
103
101' - 0"STORAGECAR
SHARE
CAR
SHARE
CAR
SHARE 242730
34
26
15
14
29 23
4 5 6 10987
11
2 3
25
13
28
36
12
35 33 32
31
16
17
21 20 19 18
22
PARKING
CAR
SHARE
8.32
LEASING
102
TYP.10.22
1
1
1
1
1
1
GENERAL NOTES
A. ALL DIMENSIONS SHOWN ON FLOOR PLANS ARE TO FACE OF
STUD, FACE OF CONCRETE OR CENTERLINE OF STRUCTURE.
B. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO
ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. THE
CONNECTION OF ALIGNED PLANES SHALL BE WITHOUT VISIBLE
JOINTS OR SURFACE IRREGULARITIES UNLESS NOTED
OTHERWISE.
C. PROVIDE BLOCKING IN PARTITIONS AS REQUIRED FOR ALL
ITEMS ATTACHED TO WALLS INCLUDING ITEMS PROVIDED BY
OWNER.
D. ALL GYPSUM BOARD TO BE 5/8" TYPE "X". MOISTURE AND
MILDEW RESISTANT GYP AT ALL BATHROOM WET AREAS, RE:
PLANS.
E. ALL PENETRATIONS AND JOINT AT DEMISING WALLS, CORRIDOR
WALLS AND EXTERIOR WALLS SHALL BE ACOUSTICALLY SEALED.
F. DETAILS ARE USUALLY KEYED ONLY ONCE THROUGHOUT THE
SET (ON PLANS OR ELEVATIONS) WHERE THEY OCCUR FIRST AND
ARE TYPICAL FOR SIMILAR CONDITIONS UNLESS NOTED
OTHERWISE.
G. "TYPICAL" MEANS FOR ALL SIMILAR CONDITIONS UNLESS NOTED
OTHERWISE
H. VERIFY ALL CONDITIONS IN FIELD. NOTIFY ARCHITECT OF ANY
DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION
I. DRYWALL SUBCONTRACTOR SHALL BE REQUIRED TO REPAIR
AND REFINISH ALL DRYWALL WHICH MAY HAVE BEEN DAMAGED,
CUT AWAY, OR REMOVED BY OTHER TRADES INCLUDING
MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION.
J. ALL WORK SHALL BE CONSTRUCTED IN COMFORMANCE WITH
THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT.
K. MECHANICAL EQUIPMENT PLACED ON ROOFING SHALL BE
SUPPORTED ON 8 INCH CURBS OR LEGS, WHICH SHALL BE
FLASHED TO THE ROOFING AND MADE WATERTIGHT.
L. ALL PROJECTIONS THROUGH THE ROOF SURFACE SHALL BE
PROPERLY FLASHED TO PREVENT MOISTURE ENTRY.
M. CONTRACTOR SHALL COMPLY WITH THE NATIONAL ROOFING
CONTRACTORS ASSOCIATION MANUAL (NRCA), AND THE SHEET
METAL AND AIR CONDITIONING CONTRACTORS NATIONAL
ASSOCIATION (SMACNA).
PROJET MATRIX
1
1
PROJECT
COPYRIGHT BY JOHNSON
NATHAN STROHE (JNS). ALL
DRAWN AND WRITTEN
INFORMATION APPEARING
HEREIN SHALL NOT BE
MODIFIED, DUPLICATED,
DISCLOSED, USED FOR
ANOTHER PROJECT, OR
OTHERWISE USED WITHOUT
THE WRITTEN CONSENT AND
INDEMNIFICATION OF JNS
SHEET TITLE
ISSUES/REVISIONS
STAMP
SHEET NUMBER
PRINTED ON1600 Wynkoop St., Suite 100 | Denver, CO 80202303.892.7062WWW.JNS.DESIGN11/29/2016 1:26:05 PMP:\1611\05-Design Drawings\08-Local Workstation\Kevin\1611_Black Olive_KEVIN.rvtA01.01BLACK & OLIVE, LLCBLACK OLIVE #1611
LEVEL 1 PLAN 110 E. OLIVE STREET, BOZEMAN, MONTANA 59715KEYNOTES
1.4 EXISTING TO REMAIN
3.3 CAST-IN-PLACE CONCRETE COLUMN
3.28 CAST-IN-PLACE CONCRETE PAVING, RE: CIVIL
4.8 8" CMU - GROUND FACE ARCHITECTURAL FINISH
8.32 OVERHEAD COILING GRILL WITH MOTORIZED OPERATOR
10.22 MAILBOX (MODEL: FLORENCE 4C10D-18CS), FRONT LOADING
11.26 9'-0" GARAGE HEADACHE BAR; CONFIRM MINIMUM HEIGHT
13.7 BIKE RACK, RE: LANDSCAPE
14.6 HYDRAULIC ELEVATOR; MACHINE ROOM-LESS, STRETCHER
CAPABLE
22.4 AREA DRAIN
26.1 TRANSFORMER
1/8" = 1'-0"1 LEVEL 1 PLAN NORTH
ARCHITECTURAL ELEVATION 100'-0" = 4819.50', RE:CIVIL
# Date Description
09/12/2016 100% SCHEMATIC
DESIGN
09/22/2016 100% SCHEMATIC
DESIGN (ARCH
UPDATE)
10/04/2016 SITE PLAN
1 11/30/2016 SITE PLAN - REV 1