NW Energy_Arch ReviewNORTHWESTERN ENERGY ARCHITECTURAL REVIEW
KALISPELL, MONTANA
JACKOLA ENGINEERING & ARCHITECTURE PCOWNERNWE Design March 2, 2026
CONTENTS
SITE PLAN................................................................................................................1
LANDSCAPE PLAN...................................................................................................2
FLOOR PLAN.............................................................................................................3
EXTERIOR ELEVATIONS..........................................................................................4
EXTERIOR ELEVATIONS -SHED.............................................................................5
SITE LOCATION AND CONTEXT -AERIAL VIEWS..................................................6
SITE LOCATION AND CONTEXT -PHOTOS............................................................7
NO
R
T
H
W
E
S
T
E
R
N
E
N
E
R
G
Y
AR
C
H
I
T
E
C
T
U
R
A
L
R
E
V
I
E
W
C C
GM
EM
GM
SS
2
9
8
0
2
9
8
1
29
8
1
29
7
7
29
7
6
29
7
5
29
7
6
29
7
7
29
7
8
29
7
7
29
7
6
2981
2982
G
L
E
N
W
O
O
D
D
R
I
V
E
EM
29
7
9
2
9
7
9
2
9
7
9
29
7
8
2
9
7
9
2980
EXISTING OFFICE AND SHOP
FF: 2982.52 '
TOWER
ST
O
R
A
G
E
S
H
E
D
29
7
9
29
7
8
29
7
7
2980
2980
2980
X
X
X
SHOP ADDITION
5000 SF
FF = 2982.52
NE
W
F
F
=
2
9
8
0
.
0
0
'
9.73'
5.
0
0
'
5.00'
21
.
8
5
'
5.00'
5.00'
9.00'
5.00'
5.
0
0
'
5.
0
0
'
12
8
7
5
6
1
6
6
8
7
7
9
3
6
1
10
8
4
8
7
2
2
2
9
3
C2.00
8
12
N3
°
0
5
'
3
0
"
E
30
.
7
6
N1
4
°
2
4
'
3
0
"
E
50
.
9
6
S86°45'20"E
12.07
S1
8
°
2
3
'
1
0
"
W
83
.
6
6
LOT SUMMARY:
B-1 - NEIGHBORHOOD BUSINESS
MINIMUM YARD SETBACKS:
FRONT-15FT
SIDE-5FT
REAR-10FT
PARKING SUMMARY:
PARKING REQUIRED - 20 STALLS
1 STALLS PER 1000 SF = 19,281 SF / 1000 SF = 19.28 SPACES
EXISTING PARKING - 32 STALLS
ADA REQUIRED - 2 STALLS
ADA PROVIDED - 2 STALLS
INTERIOR LANDSCAPING IS NOT ADDRESSED BY THIS PROJECT. ALL
PARKING IS EXISTING AND IS NOT BEING ALTERED IN THIS BUILDING
ADDITION PROJECT.
KEYNOTES:
1.NEW PAVEMENT SECTION PER DTL. 1/C-501.
2.ALTERNATE ASPHALT, SECTION PER DTL. 1/C-501.
3.BACKFILL AND PATCH ASPHALT TO MATCH EXISTING ROAD
SECTION. A GEOTECHNICAL ENGINEER SHOULD BE OBTAINED
TO REVIEW AND APPROVE SUBBASE CONDITIONS AND
COMPACTION OF CRUSHED BASE PRIOR TO PAVING.
4.NEW 6' CHAIN LINK FENCE PER DTL 6/C-501. PROVIDE SLATS
FOR SCREENING.
5.NEW 6' CHAIN LINK GATE PROVIDED BY OWNER. COORDINATE
WITH EMERGENCY SERVICES FOR EMERGENCY ACCESS.
6.NEW BOLLARD PER DTL 7/C-501.
7.CONCRETE APRON PER DTL. 4/C-501.
8.SIDEWALK PER DTL. 5/C-501.
9.NEW CURB AND GUTTER PER DTL. 3/C-501.
10.ADA PARKING SYMBOL STRIPING PER DTL. 11/C-501.
11.INFILL LANDSCAPING ROCK AND REPAIR EDGING AS NEEDED.
12.BOUNDARY LINE ADJUSTMENT TO DEDICATE THE NEW
SIDEWALK AND BOULEVARD TO THE GLENWOOD
RIGHT-OF-WAY.
13.PROPOSED GENERATOR PAD, SEE ELECTRICAL FOR DETAILS.
GENERAL NOTES:
1.CONTRACTOR IS RESPONSIBLE FOR RE-SEEDING AND
REPAIRING ALL DISTURBED AREAS. TOPSOIL AND SEED TO
MATCH EXISTING.
2.ALL LAWN AREAS DISTURBED TO BE REPLACED WITH SOD IF
EXISTING IS UNUSABLE. SOD TO MATCH EXISTING.
3.MISSING OR DAMAGED SLATS ON EXISTING FENCING TO BE
REPLACED FOR SCREENING.
4.ALTERNATE PAVING TO BE ASPHALT PAVING ONLY. MASS
GRADING AND SUBGRADE PREP TO BE INCLUDED IN BASE BID.
#
LEGEND:
PROPOSED PAVEMENT
FUTURE PAVEMENT
EXISTING BOUNDARY LINE
BOUNDARY LINE BEING REMOVED
NEW BOUNDARY LINE
C C
T
T
SD
C
EM
GM
2981
2982
M
E
R
I
D
I
A
N
R
O
A
D
6
0
'
C
I
T
Y
S
T
R
E
E
T
EXISTING OFFICE AND SHOP
FF: 2982.52 '
8 11 8
9
3
8
9
3
1
13
6
6
WEST SITE PLAN11" = 20'10-10 20 40
SCALE: 1" =
0
20'
EAST SITE PLAN21" = 20'10-10 20 40
SCALE: 1" =
0
20'
1
EM
SS
G
L
E
N
W
O
O
D
D
R
I
V
E
EM
EXISTING OFFICE AND SHOP
FF: 2982.52 '
TOWER
ST
O
R
A
G
E
S
H
E
D
X
X
X
SHOP ADDITION
5000 SF
FF = 2982.52
NE
W
F
F
=
2
9
8
0
.
0
0
'
co
co
co
coSD
CB
SD
CB
SD
CB
SD SD
IR
R
IR
R
IR
R
CB IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR
IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR
IR
R
IR
R
MD MD MD
EXISTING GRAVEL AREA
EXISTING GRAVEL AREA
EXISTING GRAVEL AREA
MD
3
3
EXISTING LANDSCAPE SCREEN
2
1
1
6
2.00'
MIN.
T
T
SD
C
EM
M
E
R
I
D
I
A
N
R
O
A
D
6
0
'
C
I
T
Y
S
T
R
E
E
T
EXISTING OFFICE AND SHOP
FF: 2982.52 '
IRRIRRIRRIRRIRRIRRIRRIRRIRR
IR
R
IR
R
444
5
6
15.00'
(2' MIN)
DATE:
JACKOLA ENGR. & ARCH., P.C.
WITHOUT THE WRITTEN CONSENT OF
MAY NOT BE USED OR REPRODUCED
IS PROPRIETARY. THIS DOCUMENT
THE INFORMATION CONTAINED HEREIN
REVISIONS:
KALISPELL
406-755-3208
#
BOZEMAN
406-586-0707
VANCOUVER
360-852-8746
DRAWN:CHECKED:
info@jackola.com jackola.com
PR
O
J
E
C
T
#
:
DREW J
DIGMAN
No.101347 PE
TN NAAOM
LCE S EN DI
NOISS
E
F
O
R
P
A L E N GI N EER
C:
\
U
s
e
r
s
\
D
r
e
w
\
D
C
\
A
C
C
D
o
c
s
\
J
a
c
k
o
l
a
E
n
g
i
n
e
e
r
i
n
g
&
A
r
c
h
i
t
e
c
t
u
r
e
\
A
D
2
0
2
6
\
C
l
i
e
n
t
F
i
l
e
s
\
N
W
E
\
2
5
1
0
1
4
S
h
o
p
A
d
d
i
t
i
o
n
M
o
d
s
\
A
u
t
o
c
a
d
\
1
A
u
t
o
c
a
d
-
F
R
O
M
2
0
2
0
S
E
R
V
E
R
F
I
L
E
\
N
W
E
_
C
1
.
4
0
.
d
w
g
BID SET
L-10119
0
8
0
5
01/12/2026
DJDEMS
SITE
LANDSCAPING
PLAN
KA
L
S
I
P
E
L
L
,
M
O
N
T
A
N
A
89
0
N
M
E
R
I
D
I
A
N
R
O
A
D
SH
O
P
A
D
D
I
T
I
O
N
NO
R
T
H
W
E
S
T
E
R
N
E
N
E
R
G
Y
WEST LANDSCAPING PLAN11" = 20'10-10 20 40
SCALE: 1" =
0
20'
EAST LANDSCAPING PLAN21" = 20'10-10 20 40
SCALE: 1" =
0
20'EAST LANDSCAPING PLAN21" = 20'10-10 20 40
SCALE: 1" =
0
20'
2
KEYNOTES:
1.SHRUB PLANTING PER DTL. 1/L-501.
2.CONIFEROUS TREE PLANTING PER DTL. 2/L-501.
3.DECIDUOUS TREE PLANTING PER DTL. 3/L-501.
4.LAWN AREA DISTURBED BY CONSTRUCTION TO BE FILLED
WITH SOD IF EXISTING IS UNUSABLE.
5.EXISTING GRAVEL TO BE REMOVED AND REPLACED WITH
HYDROSEED.
6.ALUMINUM EDGING.
HYDROSEED
SOD PATCH
BARK MULCH
GENERAL NOTES:
1.BARK MULCH TO BE CEDAR WOODCHIP, 1-3" IN SIZE, AND A
MIN OF 2" DEEP.
2.ALL TREES TO HAVE A MIN 4' DIAMETER MULCH RING.
3.ALL NEW LANDSCAPING TO BE IRRIGATED WITH AN
AUTOMATIC IRRIGATION SYSTEM.
#PLANT LEGEND
QTY SYM. DESCRIPTION TYPE HT SPD SIZE
1 NORTHERN CATALPA
CATALPA SPECIOSA
BOULEVARD
TREE 40'-70'20'-50'2-1/2"
CALIPER
2 MAIDENHAIR TREE (MALE)
GINKGO BILOBA
BOULEVARD
TREE 50'-80'30'-40'2-1/2"
CALIPER
8 SESTER DWARF SPRUCE
PICEA PUNGENS 'SESTER DWARF'
EVERGREEN
TREE 6'-12'4'-6'6' TALL
B&B
4 MEDORA JUNIPER
JUNIPERUS SCOPULORUM 'MEDORA'
EVERGREEN
SHRUB 10'-12'2'-4'4' TALLMD
LANDSCAPING GENERAL NOTES:
1.CONTRACTOR SHALL COORDINATE WITH CIVIL AND
ARCHITECTURAL PLANS FOR LOCATIONS OF SITE
FURNISHINGS, UTILITIES AND FINAL COMMENCEMENT OF
WORK.
2.ALL TREES, SHRUBS, LANDSCAPE MATERIALS, IRRIGATION
SYSTEM OPERATION AND COMPONENT SHALL BE
GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER FINAL
ACCEPTANCE BY OWNER COVERING ALL MATERIALS,
INSTALLATION, WORKMANSHIP, AND DEFECTS.
3.EXACT LOCATIONS OF PLANT MATERIAL TO BE APPROVED BY
LANDSCAPE DESIGNER IN THE FIELD PRIOR TO FINAL
INSTALLATION.
4.CONTRACTOR IS RESPONSIBLE TO RESTORE ALL DISTURBED
AREAS OF THE SITE AND IMMEDIATE VICINITY TO EQUAL OR
BETTER THAN ORIGINAL CONDITION AT THE EXPENSE OF THE
CONTRACTOR.
5.PRIOR TO PLANTING, TOPSOIL MATERIAL SHALL BE TESTED
FOR SOIL FERTILITY BY A CERTIFIED TESTING LAB AND
REVIEWED AND APPROVED BY THE LANDSCAPE DESIGNER. IF
NECESSARY, TOPSOIL SHALL BE AMENDED AS RECOMMENDED
BY THE SOIL FERTILITY REPORT.
6.LANDSCAPE FINISH GRADE TO MATCH THE TOP BACK OF
CURBS, SIDEWALK, AND DRIVE AISLES, PROVIDING A
MINIMUM 2% SLOPE TO PROVIDE ADEQUATE DRAINAGE.
7.PLANTING AREA ADJACENT TO BUILDINGS SHALL SLOPE AWAY
FROM THE BUILDING AT A MINIMUM 2% SLOPE.
8.INSTALL CONCRETE EDGING AFTER INSTALLATION OF
IRRIGATION AND PRIOR TO PLANTING.
PLANTING GENERAL NOTES:
1.PLANTING SHALL NOT OCCUR WHEN AMBIENT DAY TIME
TEMPERATURES EXCEED 90 DEGREES F.
2.ALL TREES TO RECEIVE A MIN. 4' DIAM MULCH RING.
3.A MIN OF 6" OF TOPSOIL SHALL BE PROVIDED IN PLANTING &
LAWN AREAS; TOPSOIL SHALL BE FREE OF WEEDS, ROOTS AND
DELETERIOUS MATERIALS.
4.NO PLANT SUBSTITUTIONS ARE ALLOWED WITHOUT PRIOR
WRITTEN CONSENT FROM THE OWNER AND LANDSCAPE
DESIGNER. ANY PLANT MATERIAL NOT MEETING THE
SPECIFIED PROJECT REQUIREMENTS MAY BE REJECTED AND
REPLACED BY AND AT THE CONTRACTOR EXPENSE. ANY
CHANGES TO THE LANDSCAPE OR IRRIGATION PLAN REQUIRE
WRITTEN APPROVAL FROM THE CITY OF KALISPELL PARKS
DEPT. PRIOR TO CHANGE OCCURRING.
5.CONTRACTOR SHALL SEED OR SOD ALL DISTURBED EXISTING
LAWN AREAS TO MATCH PRE-DISTURBED CONDITIONS.
6.PLANTING SOILS MAY CONSIST OF LOOSENED NATIVE SOIL
UNLESS SOIL AMENDMENT DEEMED NECESSARY BY SOIL
TESTING. CONTRACTOR SHALL ENSURE SUBGRADE IS
SUITABLE PREPARED FOR INSTALLATION OF PLANTINGS.
INCLUDING REMOVAL OF ALL ROCK, COBBLE, OR DEBRIS
LARGER THAN 2-IN DIAMETER. SCARIFY NATIVE SOIL
SUBGRADE AND BLEND WITH INITIAL PLACEMENT OF
PLANTING SOILS.
61 DEPTH PER SPECS
5
REMOVE CONTAINER COMPLETELY OR
REMOVE BURLAP, WIRE & STRING FROM
TOP 2/3 OF ROOTBALL
8 NATIVE BACKFILL SOIL AMENDED WITH 25%
DECOMPOSED ORGANIC MULCH
SHRUB BED SOIL PREPARATION DEPTH (SEE
SPECS)
SET ALL PLANTS AT NURSERY LEVEL (TYP)
7
FINISH GRADE
2
B&B OR CONTAINERIZED SHRUB (TYP)
3 FIBROUS MULCH SHOULD BE MIN. 3" IN
DEPTH. PULL MUCH 2" AWAY FROM STEM
1
4
SHRUB PLANTING DETAIL11/4" = 1'-0"
7
ROOTBALL + 1'-0"MIN
8
RO
O
T
B
A
L
L
DE
P
T
H
9
6
5
3
4
2
UNDISTURBED SUBGRADE (PROVIDES FIRM
BASE SO THAT ROOTBALL WILL NOT SINK)
9
1'
-
0
"
5
1
MI
N
1
/
3
H
E
I
G
H
T
OF
T
R
E
E
(
T
Y
P
)
3
6
4
8
5
CONIFEROUS PLANTING DETAIL21/4" = 1'-0"
1PREVAILING WINDS
3
2
FIBROUS MULCH SHOULD BE MIN. 3" IN
DEPTH. PULL MUCH 2" AWAY FROM STEM
2"Ø x 8'-0"LENGTH LODGEPOLE PINE TREE
STAKE
7
2
4
6
7
8
UNDISTURBED SUBGRADE (PROVIDES FIRM
BASE SO THAT ROOTBALL WILL NOT SINK)
ROOT FLARE SHALL BE CLEARLY VISIBLE, AND
THE TREES 1ST STRUCTURAL ROOT SHALL BE
WITHIN 1" OF FINISHED GRADE.
REMOVE BURLAP, WIRE & STRING FROM
TOP 2/3 OF ROOTBALL
3"-4" HIGH SOIL SAUCER (DURING
ESTABLISHMENT)
NATIVE BACKFILL SOIL AMENDED WITH 25%
(@1/3 CU YD) DECOMPOSED ORGANIC
MULCH (COMPOST) FOR ENTIRE TREE PIT
AREA (@6'-0" Ø X ROOTBALL DEPTH)
PLASTIC LOCK-TIE OR RUBBER HOSE TREE
TIE (SET LOOSE)
9
6'-0"Ø MIN. MULCH AREA CLEAR OF GRASS,
WEEDS, ETC. TO REDUCE COMPETITION
DURING ESTABLISHMENT
10
DRIVE STAKES 1' MIN INTO UNDISTURBED
SOIL BELOW ROOTBALL
9
10
6'-0" MIN. OR 2 TIMES ROOTBALL.11
11
ROUGHEN SIDES OF PLANTING HOLE MAXIMIZE EXCAVATED
AREA WITHOUT UNDERMINING ADJACENT PAVING/CURB
2
MULCH TREE PIT MIN 4'-0" LENGTH X FULL PLANTING STRIP
WIDTH BETWEEN CURB AND SIDEWALK (FOR PLANTING STRIPS
LESS THAN 6'-0"WIDE.) PROVIDE 4'-0"Ø MULCH RING FOR
PLANTING STRIPS WIDER THAN 6'-0"
4
MIN. 4' Ø MULCH AREA CLEAR OF GRASS, WEEDS, ETC. TO
REDUCE COMPETITION WITH TREE ROOTS
5'-0" MIN OR MIN WIDTH OF TREE PIT = 2 TIMES ROOTBALL
(WHICHEVER IS GREATER)
UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT
ROOTBALL WILL NOT SINK)
NATIVE BACKFILL SOIL AMENDED WITH 25% (@1/3 CU. YD.)
DECOMPOSED ORGANIC MULCH (COMPOST) FOR ENTIRE TREE
PIT AREA (@5'-0"X5'-0"X ROOTBALL DEPTH)
REMOVE BURLAP, WIRE & STRING FROM TOP 2/3 OF ROOTBALL
DRIVE STAKE AT ROOTBALL EDGE (TYP)
TREE PIT DEPTH = ROOTBALL DEPTH (MEASURE BEFORE
DIGGING TO AVOID OVEREXCAVATION)
DRIVE STAKES 6" TO 1'-0" INTO UNDISTURBED SOIL BELOW
ROOTBALL
7
8
5
6
3 4
14
13
2"
2"
11
11
13
AM LEAONARD CORRUGATED LDPE TREE GUARD TO PROVIDE
PROTECTION FROM SUN SCALDING & DEER RUBBING DAMAGE.
48" MIN
14
12
10
12
8
10
"CHAINLOCK" OR EQUAL TREE TIE MATERIAL (1" WIDTH*) NAIL
OR STAPLE TREE TIE MATERIAL TO STAKE TO HOLD VERTICALLY
5
9
7
FIBROUS MULCH SHOULD BE MIN. 3" IN DEPTH. PULL MUCH 2"
AWAY FROM STEM
9
STAKE TREE WITH (2) TREATED 2"Ø LODGEPOLE PINE DOWELED
TREE STAKES (8'-0" LENGTH)
6
1 3
2
1
DECIDUOUS TREE PLANTING DETAIL31/4" = 1'-0"
B
4 NTS
ZONE KIT IN VALVE BOX
C
H
KKEYNOTES:
A.FINISH GRADE
B.VALVE BOX WITH COVER
C.VALVE ID TAG
D.30" LENGTH OF COILED WIRE
E.PVC SUPPLY HEADER TO IRRIGATION ZONE
F.PVC SCH 80 FEMALE ADAPTER OR REDUCER
G.PVC SCH 80 ELL
H.PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)
I.PVC SCH 80 TEE OR ELL
J.PVC MAINLINE
K.3" MIN DEPTH OF 3/4"WASHED GRAVEL
L.PVC SCH 90 STREET EL
M.MANUAL FLUSH POINTS
A
FE
M
D
G
J L
H
I
5 NTS
DRIPLINE ISLAND LAYOUT
B
D
C
E
C
F
E
F
B
B
D
EF
B
D C
B
A
KEYNOTES:
A.VALVE BOX WITH DRIP REMOTE
CONTROL ZONE KIT.
B.HDPE OR PVC SUPPLY HEADER
WITH FITTINGS.
C.IRRIGATED LANDSCAPE AREA
WITH SETBACK (± 2"-4")
D.COLOR CODED DRIPLINE.
E.INSERT FITTING, TYP.
F.FLUSH POINT.
B
E
B
C
C
INLET
PRESSURE
(PSI)
12" SPACING
NOMINAL FLOW (GPH)NOMINAL FLOW (GPH)
170
0.4
255
640474
F
330 238
270
275
0.4 0.6
45
220
6 NTS
DRIPLINE LAYOUT FOR PLANTINGS
KEYNOTES:
A.VALVE BOX WITH DRIP REMOTE
CONTROL ZONE KIT.
B.HDPE OR PVC PIPE WITH FITTINGS
C.COLOR CODED DRIPLINE.
D.INSERT FITTING, TYP.
E.FLUSH POINT
F.TREE
G.SHRUB
H.ORNAMENTAL
NOTES:
1.DISTANCE BETWEEN
LATERAL RINGS AND
EMITTER SPACING TO
BE BASED ON SOIL
TYPE AND TREE
CANOPY.
2.PLACE TIE-DOWN
STAKES EVERY 3' IN
SAND, 4' IN LOAM,
AND 5' IN CLAY.
3.AT FITTINGS WHERE
THERE IS A CHANGE
OF DIRECTION, SUCH
AS TEES OR ELBOWS,
USE TIE-DOWN
STAKES ON EACH LEG
OF THE CHANGE OF
DIRECTION.
D
A
G
H
C
SINGLE LATERAL MAXIMUM RUN LENGTH (FEET)
1.0 1.0
18" SPACING
15 170 125 285 240
326 495
572410
0.6
195
360
370
335470
515
25
375
35
PVC SCH 40 TEE
7 NTS
ROTOR POP-UP SPRINKLER
PRE-FABRICATED SWING JOINT
FINISH GRADE
ROTOR POP-UP SPRINKLER
LATERAL PIPE
DATE:
JACKOLA ENGR. & ARCH., P.C.
WITHOUT THE WRITTEN CONSENT OF
MAY NOT BE USED OR REPRODUCED
IS PROPRIETARY. THIS DOCUMENT
THE INFORMATION CONTAINED HEREIN
REVISIONS:
KALISPELL
406-755-3208
#
BOZEMAN
406-586-0707
VANCOUVER
360-852-8746
DRAWN:CHECKED:
info@jackola.com jackola.com
PR
O
J
E
C
T
#
:
DREW J
DIGMAN
No.101347 PE
TN NAAOM
LCE S EN DI
NOISS
E
F
O
R
P
A L E N GI N EER
C:
\
U
s
e
r
s
\
D
r
e
w
\
D
C
\
A
C
C
D
o
c
s
\
J
a
c
k
o
l
a
E
n
g
i
n
e
e
r
i
n
g
&
A
r
c
h
i
t
e
c
t
u
r
e
\
A
D
2
0
2
6
\
C
l
i
e
n
t
F
i
l
e
s
\
N
W
E
\
2
5
1
0
1
4
S
h
o
p
A
d
d
i
t
i
o
n
M
o
d
s
\
A
u
t
o
c
a
d
\
1
A
u
t
o
c
a
d
-
F
R
O
M
2
0
2
0
S
E
R
V
E
R
F
I
L
E
\
N
W
E
_
C
1
.
4
0
.
d
w
g
BID SET
L-50119
0
8
0
5
01/12/2026
DJDEMS
LANDSCAPING
LEGEND, NOTES,
AND DETAILS
KA
L
S
I
P
E
L
L
,
M
O
N
T
A
N
A
89
0
N
M
E
R
I
D
I
A
N
R
O
A
D
SH
O
P
A
D
D
I
T
I
O
N
NO
R
T
H
W
E
S
T
E
R
N
E
N
E
R
G
Y
2.1
A-2013
A-201
A-201 4
2
A
A
1 1
3 3
B
B
E
E
D
D
2
A-301
2
A-301
1
A-301
1
A-301
3
A-301
3
A-301 C
C
2 2
4
A-301
34' - 8"
10
0
'
-
8
"
GARAGE
6
WELDING ROOM
5
MENS
17
WAREHOUSE
14
CREW ROOM
13
MECH ROOM
11
OFFICE
10
OFFICE
9
27' - 1" 14' - 0"
2' - 3"
3' - 4" 3' - 4" 90' - 5 1/2" 20' - 2 1/2"
50' - 0" 110' - 8"
14' - 10 1/2" 3' - 4" 8"
13
'
-
0
"
3'
-
0
"
1'
-
1
0
"
3'
-
4
"
25' - 5 1/2"
24' - 1" 1' - 0"
23
'
-
8
"
1
3' - 3"
1
2
3
4
5
10
8
7
2
3
3
3
4
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 6"
6'
-
0
"
WALKWAY
11
'
-
0
"
11
'
-
0
"
MA
T
E
R
I
A
L
L
O
A
D
I
N
G
9
5
7
7
9' - 0"
6
11
WELD TRUCK
WELD TRUCK
27' - 1" 14' - 0" 2' - 5" 3' - 0" 3' - 6"
APPROXIMATE
78' - 0"
7' - 1" 5' - 0" 5' - 0" 5' - 0" 9' - 0" 5' - 0" 11' - 9 1/2" 3' - 0"2' - 0" 9' - 7 1/2"
5' - 4 11/16"
19' - 7 5/16"
5' - 4 11/16"
5' - 10" 5' - 9 1/2"
APPROXIMATE
13' - 1 1/2"
23
'
-
9
"
2
4
'
-
4
"
C.1
B.1
A.3
A.3
A.3
C.1
C.1
C.1
NEW GUARD RAILING,
MATCH (EX)
CONSTRUCTION
1' - 8" 11' - 9 1/2"
6'
-
8
"
6
'
-
3
"
6
'
-
1
"
4
'
-
1
"
2
5
'
-
0
"
LAUNDRY
16
1
2
3
6
7
8
9
1113
12
C.1
C.1
B.4 -S
C.1
B.1
B.2
B.1 -S
B.1 -S
B.1
B.2 -S
B.1
A
A
BBB
F.1
21
'
-
2
"
9
10
10
10
11
11
11
A.2
A.2
12
13
3' - 0"
0' - 6 1/2"
3' - 0" 7' - 2" 3' - 0" 3' - 10"
10
'
-
9
7
/
8
"
APPROX. 19'-6"
TY
P
.
10
'
-
9
5
/
1
6
"
2' - 1"
TYP.
25' - 0"
30.00°
9
0
.
0
0
°
6 0 .0 0 °
14
FIRE RISER
2
OFFICE
3
F.1 -S
HALL
1
OFFICE
4
B.1 -S
B.1 -S
B.1 -S
F.1 -S
12
'
-
0
"
COMM CLST
8
OFFICE
24
BULLROOM
25
MEN'S
BATHROOM
18
WOMEN'S
BATHROOM
19
OFFICE
20
OFFICE
21
OFFICE
22
OPEN
WORKSPACE
26
A.1
4
10
5
14
TELLER AREA
28ENTRY
29
9' - 6"
11
'
-
6
3
/
4
"
17' - 10 3/4"
10' - 0"
9' - 3 1/4"
11
'
-
8
"
5' - 11 1/2"12' - 6 1/2"
5'
-
8
"
7' - 3"
24
'
-
8
"
6'
-
0
"
8'
-
0
"
3'
-
8
7
/
1
6
"
3' - 6 1/4"
15
16
17
18
OPEN
WORKSPACE
27
HALLWAY
12
CORRIDOR
23
19
20
B.1
B.1
WOMENS
15
9'
-
4
"
21 22
6
12
11
'
-
0
"
5'
-
1
1
"
17
'
-
0
"
26' - 0"
STORAGE
7
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
817
'
-
1
1
1
5
/
1
6
"
9
0
.
0
0
°
6 0 .0 0 °
5' - 4 11/16"
19' - 7 5/16"
5' - 4 11/16"
TY
P
.
10
'
-
9
5
/
1
6
"
30.00°
25' - 0" TYP.
7
B.3
B.3
F.2
F.2
A.3
2'
-
6
"
2' - 6"
1'
-
0
"
B.4 -S
15
23
5' - 9 1/2"
3' - 4"
18" MIN.
B.1
B.1
24
25
26
26
27
28
48
'
-
1
"
29
30 30
31 A-111
3 Sim
11
'
-
4
"
11
A-211
Sim
24
24
24
24
F.2
F.2
F.2
32
4
33
34
35
3
3
A B DC
1 32
ABDC
1/16" = 1'-0"
EAST ELEVATION
1/16" = 1'-0"
SOUTH ELEVATION
1/16" = 1'-0"
WEST ELEVATION
1/16" = 1'-0"
NORTH ELEVATION
NEW METAL SIDING AWIP STANDARD
PVDF SURREY BEIGE OR APPROVED
EQUAL
CORNER TRIM AWIP STANDARD PVDF
MEDIUM BRONZE OR APPROVED
EQUAL
NEW DOOR COLOR TO BE SW6399
CHAMOMILE
MASTIC GUTTERS
'JEFFERSON TAN'
NEW O.H. DOOR COLOR TO MATCH
EXISTING
STOREFRONT WINDOWS
CLASSIC BRONZE -
COLORMATCH TO EXISTING
NEW METAL ROOF –WHITE OR TO
MATCH EXISTING COLOR
NOTE: COLORS MAY VARY FROM THIS
LIST. COLORS TO BE AS SELECTED FROM
MANUFACTURER'S STANDARD RANGE,
FOLLOWING METAL BUILDING
SUBMITTAL
FINISHES
NO
R
T
H
W
E
S
T
E
R
N
E
N
E
R
G
Y
AR
C
H
I
T
E
C
T
U
R
A
L
R
E
V
I
E
W
4
NEW ADDITION
NEW ADDITION
S1S2
SASB SA SB
S1 S2
1/8" = 1'-0"
SHOP EAST ELEVATION
1/8" = 1'-0"
SHOP NORTH ELEVATION
1/8" = 1'-0"
SHOP SOUTH ELEVATION
1/8" = 1'-0"
SHOP WEST ELEVATION
EXISTING METAL SIDING TO REMAIN
NEW O.H. DOOR COLOR TO MATCH
EXISTING
FINISHES
NO
R
T
H
W
E
S
T
E
R
N
E
N
E
R
G
Y
AR
C
H
I
T
E
C
T
U
R
A
L
R
E
V
I
E
W
5
SITE LOCATION CONTEXT SITE LOCATION Image Source: https://www.google.com/maps Image Source: https://www.google.com/maps
NO
R
T
H
W
E
S
T
E
R
N
E
N
E
R
G
Y
AR
C
H
I
T
E
C
T
U
R
A
L
R
E
V
I
E
W
6
SOUTHWEST VIEW
NORTHWEST VIEW
NORTHEAST VIEW
Image(s) Source: https://www.google.com/maps
and/or Google Earth Pro
NO
R
T
H
W
E
S
T
E
R
N
E
N
E
R
G
Y
AR
C
H
I
T
E
C
T
U
R
A
L
R
E
V
I
E
W
7