HomeMy WebLinkAboutPLANS - 18-00187 - 819 S Yellowstone Hwy - Taylor Chevrolet - RemodelU
P
U
P
D
N
D
N
CODE ANALYSISCODE ANALYSISBUILDING/STRUCTURAL: 2015 IBC & 2015 IEBCELECTRICAL: 2015 NECPLUMBING:2015 IPCMECHANICAL:2015 IMCCONSTRUCTION TYPE:TYPE (VB), NON FIRE SPRINKLEDBUILDING OCCUPANCY:B,S1,S2FIRE RESISTANCE HOUR-RATING FOR BUILDING ELEMENTS (TABLE 601):TYPE V-B, ALL ELEMENTS - 0-HREXTERIOR WALL FIRE RESISTANCE HOUR-RATING BASED ON DISTANCE SEPARATION (TABLE 602:)NO BUILDING ELEMENTS OR WALL IS CLOSER THAN 10 FEET TO ANY PROPERTY LINE - 0 HOURS RATEDEGRESS WIDTH:EGRESS WIDTH 51 X 0.2 = 10.2" REQ. - 40" PROVIDEDTRAVEL DISTANCE200' MAXIMUM - 100' ACTUALSITE ADDRESS:819 S. YELLOWSTONE HWY. REXBURG, ID 83440LAND USE ZONE:COMMUNITY BUSINESS CENTERBUILDING INFORMATION:HEIGHT OF BUILDING: 22'-6"NUMBER OF STORIES: PARTIAL 2 STORIES
D
E
S
I
G
N
T
E
A
M
A
R
C
H
I
T
E
C
T
S
T
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
S
M
E
C
H
A
N
I
C
A
L
E
N
G
I
N
E
E
R
S
E
L
E
C
T
R
I
C
A
L
E
N
G
I
N
E
E
R
S
N
B
W
A
R
C
H
I
T
E
C
T
S
P
.
A
.
9
9
0
J
O
H
N
A
D
A
M
S
P
A
R
K
W
A
Y
I
D
A
H
O
F
A
L
L
S
,
I
D
8
3
4
0
1
T
E
L
E
P
H
O
N
E
:
(
2
0
8
)
5
2
2
-
8
7
7
9
F
A
X
:
(
2
0
8
)
5
2
2
-
8
7
8
5
G
&
S
S
T
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
S
5
0
5
L
I
N
D
S
A
Y
B
L
V
D
.
I
D
A
H
O
F
A
L
L
S
,
I
D
A
H
O
8
3
4
0
1
T
E
L
E
P
H
O
N
E
:
(
2
0
8
)
5
2
3
-
6
9
1
8
F
A
X
:
(
2
0
8
)
5
2
3
-
6
9
2
2
E
N
G
I
N
E
E
R
E
D
S
Y
S
T
E
M
S
A
S
S
O
C
I
A
T
E
S
1
3
5
5
E
A
S
T
C
E
N
T
E
R
S
T
.
P
O
C
A
T
E
L
L
O
,
I
D
A
H
O
8
3
2
0
1
T
E
L
E
P
H
O
N
E
:
(
2
0
8
)
2
3
3
-
0
5
0
1
F
A
X
:
(
2
0
8
)
2
3
3
-
0
5
2
9
B
R
A
D
L
E
Y
E
N
G
I
N
E
E
R
I
N
G
C
H
A
R
T
E
R
E
D
6
4
5
W
2
5
T
H
S
T
.
I
D
A
H
O
F
A
L
L
S
,
I
D
A
H
O
8
3
4
0
2
T
E
L
E
P
H
O
N
E
:
(
2
0
8
)
5
2
3
-
2
8
6
2
F
A
X
:
(
2
0
8
)
5
2
3
-
2
8
6
4
O
C
C
U
P
A
N
C
Y
P
L
A
N
K
E
Y
S
3
0
O
C
C
U
P
A
N
T
L
O
A
D
(
L
O
A
D
F
A
C
T
O
R
/
A
R
E
A
)
O
C
C
U
P
A
N
T
L
O
A
D
T
Y
P
E
S
Y
M
B
O
L
O
C
C
U
P
A
N
T
L
O
A
D
T
Y
P
E
F
A
C
T
O
R
(
S
F
)
W
A
R
E
H
O
U
S
E
S
5
0
0
B
U
S
I
N
E
S
S
A
R
E
A
S
1
0
0
A
C
C
E
S
S
O
R
Y
S
T
O
R
.
/
E
Q
U
I
P
3
0
0
L
O
C
K
E
R
R
O
O
M
S
5
0
P
A
R
K
I
N
G
G
A
R
A
G
E
(
R
E
P
A
I
R
)
2
0
0
S
Y
M
.
G
R
G
R
A
B
C
D
E
G
R
G
R
G
R
G
R
O
S
S
/
N
E
T
#
O
C
C
U
P
A
N
T
L
O
A
D
S
E
R
V
E
D
B
Y
E
X
I
T
T
O
T
A
L
O
C
C
U
P
A
N
T
L
O
A
D
-
1
9
3
P
A
T
H
O
F
E
G
R
E
S
S
N
O
P
A
T
H
I
S
L
O
N
G
E
R
T
H
A
N
1
5
0
'
-
0
"
A
/
C
U
N
I
T
C
A
R
L
I
F
T
G
A
S
P
U
M
P
C
A
R
L
I
F
T
C
A
R
L
I
F
T
C
A
R
L
I
F
T
C
A
R
L
I
F
T
C
A
R
L
I
F
T
L
U
B
E
E
Q
U
I
P
M
E
N
T
T
R
A
N
S
F
O
R
M
E
R
B
S
A
L
E
S
F
L
O
O
R
1
0
2
B
S
A
L
E
S
S
T
A
T
I
O
N
1
0
3
B
S
A
L
E
S
S
T
A
T
I
O
N
1
0
4
B
F
&
I
O
F
F
I
C
E
1
0
5
B
O
W
N
E
R
1
1
5
C
S
T
O
R
A
G
E
1
1
6
B
S
A
L
E
S
M
A
N
A
G
E
R
1
1
3
B
S
A
L
E
S
S
T
A
T
I
O
N
1
1
2
B
S
A
L
E
S
S
T
A
T
I
O
N
1
1
1
B
S
A
L
E
S
S
T
A
T
I
O
N
1
1
0
B
S
A
L
E
S
S
T
A
T
I
O
N
1
0
9
B
S
A
L
E
S
S
T
A
T
I
O
N
1
0
8
B
S
A
L
E
S
M
A
N
A
G
E
R
1
0
6
U
N
I
S
E
X
1
0
7
B
S
E
R
V
I
C
E
M
A
N
A
G
E
R
1
1
9
B
S
E
R
V
I
C
E
C
E
N
T
E
R
1
2
0
C
S
T
O
R
A
G
E
1
2
1
U
N
I
S
E
X
1
2
2
W
O
M
E
N
S
1
2
3
M
E
N
S
1
2
4
E
R
E
P
A
I
R
S
H
O
P
1
3
9
B
O
F
F
I
C
E
1
2
9
A
P
A
R
T
S
W
A
R
E
H
O
U
S
E
1
2
8
B
P
R
O
S
H
O
P
1
2
7
B
P
R
O
S
H
O
P
1
2
5
B
O
F
F
I
C
E
1
2
6
B
O
F
F
I
C
E
1
1
7
B
I
N
T
E
R
I
O
R
O
F
F
I
C
E
S
1
1
8
1
1
2
1
1
1
4
1
2
1
1
1
2
1
2
2
1
1
2
1
1
4
4
5
2
5
C
A
R
R
A
M
P
1
1
4
1
7
1
6
2
6
1
9
2
5
C
E
I
L
I
N
G
C
S
T
O
R
A
G
E
2
0
2
R
E
S
T
R
O
O
M
2
0
5
D
L
O
C
K
E
R
S
2
0
6
B
B
R
E
A
K
R
O
O
M
2
0
3
B
O
F
F
I
C
E
2
0
4
A
P
A
R
T
S
W
A
R
E
H
O
U
S
E
2
0
1
5
1
3
1
4
6
8
I
D
A
HO FALL S,
OHADI
L
E
AR.1116
T A T TTE O F
INL.
S CS O S HL
A
DI
T
N
O
O
RE
N
C
I
E
S AD
C
I
ETHC990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A
P
R
O
J
E
C
T
N
O
.
D
A
T
E
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
R
E
V
I
S
I
O
N
S
PROJECT:
SHEET TITLE:
architects
A R C H I T E C T U R E P L A N N I N G I N T E R I O R S
nbw p.a.
4/9/18
4/10/2018 2:12:19 PM C:\Users\nhansen\Documents\16058 - TAYLOR CHEVROLET_2018_nhansen.rvt
T
S
1
.
1
1
6
0
5
8
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
GENERAL INFORMATION
M
A
R
C
H
2
0
1
8
N
R
H
S
L
N
REMODEL FOR:
REXBURG, ID 83440
D
R
A
W
I
N
G
I
N
D
E
X
G
E
N
E
R
A
L
T
S
1
.
1
G
E
N
E
R
A
L
I
N
F
O
R
M
A
T
I
O
N
A
R
C
H
I
T
E
C
T
U
R
A
L
A
1
.
0
D
E
M
O
P
L
A
N
A
1
.
1
F
L
O
O
R
P
L
A
N
A
1
.
2
W
A
L
L
A
N
D
R
O
O
F
T
Y
P
E
S
A
1
.
3
F
U
R
N
I
T
U
R
E
P
L
A
N
A
1
.
4
F
I
N
I
S
H
P
L
A
N
A
2
.
1
B
U
I
L
D
I
N
G
E
L
E
V
A
T
I
O
N
S
A
3
.
1
B
U
I
L
D
I
N
G
S
E
C
T
I
O
N
A
4
.
0
W
A
L
L
S
E
C
T
I
O
N
S
A
4
.
1
W
A
L
L
S
E
C
T
I
O
N
S
A
4
.
2
S
T
A
I
R
P
L
A
N
S
,
S
E
C
T
I
O
N
S
,
D
E
T
A
I
L
S
A
4
.
3
W
A
L
L
S
E
C
T
I
O
N
S
A
5
.
0
I
N
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
A
5
.
1
D
E
T
A
I
L
S
A
5
.
2
E
N
L
A
R
G
E
D
P
L
A
N
S
A
N
D
M
I
L
L
W
O
R
K
A
5
.
3
M
I
L
L
W
O
R
K
A
6
.
1
D
O
O
R
&
W
I
N
D
O
W
S
C
H
E
D
U
L
E
A
6
.
2
D
O
O
R
&
W
I
N
D
O
W
D
E
T
A
I
L
S
A
7
.
1
R
E
F
L
E
C
T
E
D
C
E
I
L
I
N
G
P
L
A
N
A
8
.
1
R
O
O
F
P
L
A
N
A
N
D
D
E
T
A
I
L
S
A
8
.
2
R
O
O
F
D
E
T
A
I
L
S
S
T
R
U
C
T
U
R
A
L
S
1
.
1
S
T
R
U
C
T
U
R
A
L
N
O
T
E
S
&
S
C
H
E
D
U
L
E
S
S
1
.
2
S
T
R
U
C
T
U
R
A
L
S
C
H
E
D
U
L
E
S
&
T
Y
P
I
C
A
L
D
E
T
A
I
L
S
S
2
.
1
S
T
R
U
C
T
U
R
A
L
P
L
A
N
S
S
3
.
1
S
T
R
U
C
T
U
R
A
L
S
E
C
T
I
O
N
S
S
3
.
2
S
T
R
U
C
T
U
R
A
L
S
E
C
T
I
O
N
S
M
E
C
H
A
N
I
C
A
L
M
P
1
.
0
M
A
I
N
L
E
V
E
L
M
E
C
H
A
N
I
C
A
L
/
P
L
U
M
B
I
N
G
D
E
M
O
P
L
A
N
M
P
1
.
1
M
A
I
N
L
E
V
E
L
M
E
C
H
A
N
I
C
A
L
/
P
L
U
M
B
I
N
G
P
L
A
N
M
P
1
.
2
R
O
O
F
P
L
A
N
&
S
C
H
E
D
U
L
E
S
M
P
2
.
0
D
E
T
A
I
L
S
E
L
E
C
T
R
I
C
A
L
-
E
0
.
1
E
L
E
C
T
R
I
C
A
L
C
O
V
E
R
S
H
E
E
T
D
E
1
.
1
L
I
G
H
T
I
N
G
D
E
M
O
L
I
T
I
O
N
P
L
A
N
S
D
E
2
.
1
P
O
W
E
R
D
E
M
O
L
I
T
I
O
N
P
L
A
N
S
E
1
.
1
L
I
G
H
T
I
N
G
I
N
S
T
A
L
L
A
T
I
O
N
P
L
A
N
S
E
2
.
1
P
O
W
E
R
I
N
S
T
A
L
L
A
T
I
O
N
P
L
A
N
S
E
3
.
1
M
E
C
H
A
N
I
C
A
L
P
O
W
E
R
I
N
S
T
A
L
L
A
T
I
O
N
P
L
A
N
S
E
4
.
1
D
A
T
A
/
C
O
M
M
I
N
S
T
A
L
L
A
T
I
O
N
P
L
A
N
S
E
5
.
1
P
A
N
E
L
S
C
H
E
D
U
L
E
S
E
5
.
2
L
I
G
H
T
I
N
G
D
E
T
A
I
L
S
E
5
.
3
E
L
E
C
T
R
I
C
A
L
D
E
T
A
I
L
S
A
D
D
I
T
I
O
N
A
N
D
R
E
M
O
D
E
L
F
O
R
:
T
A
Y
L
O
R
C
H
E
V
R
O
L
E
T
R
E
X
B
U
R
G
,
I
D
A
H
O
8
1
9
S
.
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
.
R
E
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
D
N
A
L
T
E
R
A
T
I
O
N
O
F
E
X
I
S
T
I
N
G
F
O
O
T
P
R
I
N
T
A
L
T
E
R
A
T
I
O
N
O
F
E
X
I
S
T
I
N
G
F
O
O
T
P
R
I
N
T
C
U
S
T
O
M
E
R
P
A
R
K
I
N
G
C
U
S
T
O
M
E
R
P
A
R
K
I
N
G
C
U
S
T
O
M
E
R
P
A
R
K
I
N
G
(
B
E
L
O
W
C
A
N
O
P
Y
)
C
U
S
T
O
M
E
R
P
A
R
K
I
N
G
C
U
S
T
O
M
E
R
S
I
T
E
E
N
T
R
A
N
C
E
S
E
R
V
I
C
E
E
N
T
R
A
N
C
E
H
I
G
H
W
A
Y
S
I
G
N
H
I
G
H
W
A
Y
S
I
G
N
H
I
G
H
W
A
Y
S
I
G
N
P
R
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
P
R
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PROPERTY LINE
P
R
O
P
E
R
T
Y
L
I
N
E
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
S
E
T
B
A
C
K
S
S
E
T
B
A
C
K
S
S
E
T
B
A
C
K
SOUTH YELLOWSTONE HIGHWAY
SOUTH YELLOWSTONE HIGHWAY
D
R
Y
W
E
L
L
-
S
E
E
4
/
S
D
1
.
0
C
U
R
B
C
U
T
C
U
S
T
O
M
E
R
P
A
R
K
I
N
G
1'-0" x 1'-6" x 0.080 ALUMINUM ACCESSIBLE PARKING SIGN. SIGN TO READ "RESERVED PARKING" WITH 2" MIN. CHARACTER HEIGHT AND IDENTIFICATION SYMBOL.APPLICABLE ENFORCEMENT CODE SHALL BE IDENTIFIED ON HANDICAPPED SIGNAGE1'-0" X 8" ALUMINUM VAN ACCESSIBLE SIGN IN STALLS SO DESIGNATED1-3/4" X 1-3/4" X 0.105 PREFORATED SQUARE GALVANIZED STEEL TUBINGCONCRETE SIDEWALK2" X 2" X 0.105 PERFORATED SQUARE GALVANIZED STEEL TUBING SLEEVE SET IN CONCRETE BASE8" LONG ANCHOR BARS EACH WAY THROUGH TUBING SLEEVECONCRETE BASE1'-0"RESERVEDPARKINGXXXXXXXXVANACCESSIBLEPOSTSIGN1-11/32" X 31/32" THREAD X 5/16" DIA. CORNER BOLT W/ 5/16" SELF LOCKING NUT.SIGN MOUNTINGPOST1-9/16" X 1-3/16" THREAD EACH END X 5/16" DIA. CORNER BOLT W/ 5/16"SELF LOCKING NUT.SLEEVEANCHOR ASSEMBLYTYPICAL HANDICAPPED PARKING SIGN MOUNTING AND ANCHOR0'-2"2'-0"0'-3"0'-2"60" MIN.SEE SITE PLAN 5'-0" (TYP.) 0'-0"20'-0" (TYP.)4'-0"4" WIDE STRIPES AT 45° ANGLE 2'-0" O.C.4" STRIPE PAINTED EMBLEM ON ASPHALT PAVING (TYP.) AT ALL ADA PARKING STALLS PER CITY REQUIREMENTS SLOPE WITHIN PARKING STALLS AND AISLES TO BE 2% OR LESS IN ANY DIRECTION2'-0" 6'-0" 2'-0"2'-0"8'-0"0'-8"2'-0"4" MIN.ASPHALT GRATED COVERSTANDARD CAST IRONRING AND COVER1 LAYER MEDIUM WEIGHT NONWOVEN GEOTEXTILEADJUSTMENT BARRELPERFORATED BARRELSHOLE CENTERED IN CONCRETE FLOOR 4" DIA. PIPE FROM DRAINCOARSE ROCK BACKFILL2" MIN. 6" MAX 8'X8' SQUARE 4'-0"
I
D
A
HO FALL S,
OHADI
L
E
AR.1116
T A T TTE O F
INL.
S CS O S HL
A
DI
T
N
O
O
RE
N
C
I
E
S AD
C
I
ETHC990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A
P
R
O
J
E
C
T
N
O
.
D
A
T
E
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
R
E
V
I
S
I
O
N
S
PROJECT:
SHEET TITLE:
architects
A R C H I T E C T U R E P L A N N I N G I N T E R I O R S
nbw p.a.
4/9/18
4/10/2018 1:53:47 PM C:\Users\nhansen\Documents\16058 - TAYLOR CHEVROLET_2018_nhansen.rvt
S
D
1
.
0
1
6
0
5
8
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
SITE PLAN
M
A
R
C
H
2
0
1
8
N
R
H
S
L
N
REMODEL FOR:
REXBURG, ID 83440
S
C
A
L
E
:
N
1
"
=
4
0
'
-
0
"
S
i
t
e
SCALE: 3/4" = 1'-0"SD1.0 2ADA PARKING SIGNSCALE: 1/4" = 1'-0"SD1.0 3ADA PARKING STRIPINGSCALE: 1/2" = 1'-0"SD1.0 4DRY WELL
D
N
U
P
U
P
DN
3
4
5
6
D
E
F
P
1
P
2
P
3
P
4
A
/
C
U
N
I
T
C
A
R
L
I
F
T
G
A
S
P
U
M
P
C
A
R
L
I
F
T
C
A
R
L
I
F
T
C
A
R
L
I
F
T
C
A
R
L
I
F
T
C
A
R
L
I
F
T
L
U
B
E
E
Q
U
I
P
M
E
N
T
T
R
A
N
S
F
O
R
M
E
R
O
F
F
I
C
E
O
F
F
I
C
E
O
F
F
I
C
E
O
F
F
I
C
E
O
F
F
I
C
E
O
F
F
I
C
E
S
A
L
E
S
F
L
O
O
R
O
F
F
I
C
E
O
F
F
I
C
E
O
F
F
I
C
E
O
F
F
I
C
E
I
N
T
E
R
I
O
R
O
F
F
I
C
E
S
S
T
O
R
A
G
E
P
R
O
S
H
O
P
O
F
F
I
C
E
S
E
R
V
I
C
E
C
E
N
T
E
R
S
T
O
R
A
G
E
R
E
S
T
.
O
F
F
I
C
E
P
A
R
T
S
W
A
R
E
H
O
U
S
E
O
F
F
I
C
E
R
E
S
T
.
R
E
S
T
.
O
F
F
I
C
E
2
1
6
2
4
4
4
5
4
4
5
4
4
4
4
4
4
4
4
5
6
2
7
4
5
5
3
4
8
7
7
7
7
7
7
5
5
4
7
7
5
3
9
C
A
R
R
A
M
P
V
E
S
T
I
B
U
L
E
1
0
1
0
1
0
1
0
1
1
4
C
O
R
R
I
D
O
R
1
2
1
2
1
2
1
2
1
2
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
1
3
2
3
1
3
1
4
1
4
1
4
1
4
1
4
1
4
1
5
1
6
2
9
2
9
2
9
2
9
2
9
2
9
2
9
2
9
2
9
2
9
2
9
2
9
2
9
3
7
7
7
7
1
8
1
8
2
9
1
9
2
9
2
9
2
9
2
0
6
6
2
0
2
2
1
2
1
2
2
T
O
B
E
R
E
L
O
C
A
T
E
D
B
Y
O
T
H
E
R
S
2
4
2
4
2
5
2
5
2
5
2
5
4
2
'
-
1
1
3
/
4
"
3
'
-
0
"
5'-7 1/2"12'-5 1/2"
1
0
'
-
7
1
/
4
"
19'-1 1/2"
2
5
'
-
0
1
/
2
"
3'-0"
3
'
-
0
"
1
0
'
-
4
"
12'-5 1/2"
19'-1 1/2"
2
6
2
6
2
6
2
8
2
8
1
2
4
2
9
1
0
'
-
6
"
8'-0"
3
0
DEF
P
4
CEILING RESTROOMSTORAGEBREAKROOMOFFICELOCKERSPART WAREHOUSE 101010101017DEMOLITION KEYNOTES1. REMOVE STAIRS AND ASSOCIATED RAILINGS2. REMOVE STOREFRONT GLASS, FRAME, MULLIONS, DOORS AND HARDWARE COMPLETE3. REMOVE DOOR AND HARDWARE COMPLETE4. REMOVE WALL AND ASSOCIATED TRIM AND BASE5. REMOVE DOOR, FRAME AND HARDWARE COMPLETE6. REMOVE STOREFRONT GLASS, FRAME, AND MULLIONS7. REMOVE WINDOW AND FRAME8. REMOVE MILLWORK9. REMOVE CAR RAMP AND ASSOCIATED RAILINGS10. CEILING TILES, TRACK, AND ASSOCIATED LIGHT FIXTURES AND WOOD TRIM TO REMAIN11. REMOVE SWINGING DOOR AND HARDWARE COMPLETE12. REMOVE ALL EXISTING MILLWORK13. REMOVE BASE, ADHESIVE, AND CARPET AND PREP FLOOR TO RECEIVE NEW FLOORING14. REMOVE BASE, ADHESIVE, AND TILE AND PREP FLOOR TO RECEIVE NEW FLOORING15. REMOVE EIFS TRIM AROUND WEST FACING OVERHEAD DOOR FOR SERVICE CENTER16. REMOVE THE ROOF AND SUPPORTING ROOF STRUCTURE FOR THE CAR RAMP VESTIBULE17. REMOVE A PORTION OF THE EXISTING CMU WALL SUFFICIENT TO FRAME AND INSTALL DOOR 20118. REMOVE GYPSUM FROM THIS SIDE OF THE WALL TO EXPOSE THE STUDS19. REMOVE GYPSUM FROM THIS SIDE OF THE WALL TO EXPOSE THE FURRING DEMOLITION KEYNOTES20. REMOVE BASE, ADHESIVE AND EXISTING FLOORING DOWN TO BARE CONCRETE21. REMOVE EXISTING TOILET AND SINK22. REMOVE EXISTING URINAL AND SINK23. REMOVE BASE, ADHESIVE, AND CARPET AND PREP FLOOR TO RECEIVE NEW FLOORING - SAVE CARPET FOR REUSE IN THE ADJACENT STORAGE ROOM24. REMOVE EXISTING SIDEWALK25. REMOVE THIS SECTION OF ASPHALT26. REMOVE INSULATION AND WOOD NAILERS FROM ABOVE THE EXISTING STORFRONT PRIOR TO INSTALLATION OF METAL STUDS27. REMOVE TILE AND PREP TO RECEIVE NEW STAIR COVERING28. REMOVE EIFS ON COLUMN DOWN TO THE SUBSTRATE29. REMOVE GYPSUM FROM BOTH SIDES OF THE WALL TO EXPOSE THE STUDS30. REMOVE EXISTING WALL MOUNTED AIR CONDITIONER GENERAL DEMOLITION
N
O
T
E
S
1.ALL WOOD TRIM TO BE REMOVED FRO
M
S
A
L
E
S
FLOOR, OFFICES, PRO SHOP, SERVICE
C
E
N
T
E
R
,
RESTROOMS, INTERIOR OFFICES AND
C
O
R
R
I
D
O
R
S
U.N.O.2.CEILING TILES, TRACK AND ASSOCIAT
E
D
L
I
G
H
T
FIXTURES TO BE REMOVED FROM SAL
E
S
F
L
O
O
R
,
OFFICES, PRO SHOP, SERVICE CENTE
R
,
RESTROOMS, INTERIOR OFFICES, COR
R
I
D
O
R
S
,
AND CAR RAMP VESTIBULE - U.N.O.3.REMOVE ALL EXTERIOR SIGNAGE FRO
M
T
H
E
SHOWROOM AND WEST SIDE OF SERVI
C
E
C
E
N
T
E
R
4.REMOVE ALL EIFS FROM THE SHOWRO
O
M
PARAPET5. REMOVE ALL SILL FLASHING AND CAUL
K
F
R
O
M
A
L
L
EXTERIOR STOREFRONT
I
D
A
HO FALL S,
OHADI
L
E
AR.1116
T A T TTE O F
INL.
S CS O S HL
A
DI
T
N
O
O
RE
N
C
I
E
S AD
C
I
ETHC990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A
P
R
O
J
E
C
T
N
O
.
D
A
T
E
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
R
E
V
I
S
I
O
N
S
PROJECT:
SHEET TITLE:
architects
A R C H I T E C T U R E P L A N N I N G I N T E R I O R S
nbw p.a.
4/9/18
4/10/2018 1:53:17 PM C:\Users\nhansen\Documents\16058 - TAYLOR CHEVROLET_2018_nhansen.rvt
A
1
.
0
1
6
0
5
8
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
DEMO PLAN
M
A
R
C
H
2
0
1
8
N
R
H
S
L
N
REMODEL FOR:
REXBURG, ID 83440
S
C
A
L
E
:
N
1
/
8
"
=
1
'
-
0
"
M
A
I
N
L
E
V
E
L
S
D
E
M
O
SCALE:N 1/8" = 1'-0"SECOND FLOOR DEMO
C
O
L
U
M
N
C
O
L
U
M
N
C
O
L
U
M
N
C
O
L
U
M
N
U
P
U
P
DN
3
4
5
6
D
E
F
P
1
P
2
P
3
P
4
A
/
C
U
N
I
T
C
A
R
L
I
F
T
G
A
S
P
U
M
P
C
A
R
L
I
F
T
C
A
R
L
I
F
T
C
A
R
L
I
F
T
C
A
R
L
I
F
T
C
A
R
L
I
F
T
L
U
B
E
E
Q
U
I
P
M
E
N
T
P
A
R
T
S
W
A
R
E
H
O
U
S
E
1
2
8
R
E
P
A
I
R
S
H
O
P
1
3
9
S
E
R
V
I
C
E
C
E
N
T
E
R
1
2
0
S
A
L
E
S
M
A
N
A
G
E
R
1
0
6
S
E
R
V
I
C
E
M
A
N
A
G
E
R
1
1
9
U
N
I
S
E
X
1
0
7
S
T
O
R
A
G
E
1
2
1
U
N
I
S
E
X
1
2
2
W
O
M
E
N
S
1
2
3
M
E
N
S
1
2
4
O
F
F
I
C
E
1
2
6
P
R
O
S
H
O
P
1
2
5
P
R
O
S
H
O
P
1
2
7
O
F
F
I
C
E
1
1
7
S
T
O
R
A
G
E
1
1
6
I
N
T
E
R
I
O
R
O
F
F
I
C
E
S
1
1
8
S
A
L
E
S
S
T
A
T
I
O
N
1
0
8
S
A
L
E
S
S
T
A
T
I
O
N
1
0
9
S
A
L
E
S
S
T
A
T
I
O
N
1
1
0
S
A
L
E
S
S
T
A
T
I
O
N
1
1
1
S
A
L
E
S
S
T
A
T
I
O
N
1
1
2
S
A
L
E
S
M
A
N
A
G
E
R
1
1
3
O
W
N
E
R
1
1
5
S
A
L
E
S
F
L
O
O
R
1
0
2
S
A
L
E
S
S
T
A
T
I
O
N
1
0
3
S
A
L
E
S
S
T
A
T
I
O
N
1
0
4
F
&
I
O
F
F
I
C
E
1
0
5
O
F
F
I
C
E
1
2
9
1
A
3
.
1
2
A
3
.
1
C
A
R
R
A
M
P
1
1
4
3
A
4
.
0
2
A
4
.
0
A
5
.
0
7
5
A
5
.
0
1
1
A
5
.
0
1
0
1
0
2
1
0
1
1
0
6
1
0
7
1
2
2
1
2
5
1
1
6
3
'
-
1
0
"
6
'
-
2
1
/
4
"
9
'
-
1
1
"
1
2
'
-
3
3
/
4
"
7
'
-
4
1
/
4
"
1
0
'
-
9
"
6'-7" 1'-10"
3
'
-
6
"
8
'
-
5
"
7
'
-
0
"
7
'
-
6
"
6
'
-
0
"
11'-6 1/2"
0
'
-
1
0
1
/
2
"
2'-4 1/2" 2'-0"
1
0
'
-
7
3
/
4
"
12'-5 1/2"
8'-0"
5'-2 1/2"11'-5"
1
0
'
-
3
"
2
'
-
1
"
1
'
-
1
1
"
1
4
'
-
1
1
/
2
"
4
'
-
6
7
/
8
"
3'-5" 5'-10" 8'-9 1/4"
1
0
'
-
4
"
16'-8"
A
5
.
2
6
A
5
.
2
5
C
O
R
R
I
D
O
R
E
X
I
S
T
I
N
G
C
O
L
U
M
N
3
1
5
3
0
0
A
5
.
0
1
3
0
1
A
3
0
1
B
3
0
2
2
2
2
2
1
1
0
5
3
0
5
1
'
-
4
"
3
3
3
V
E
S
T
I
B
U
L
E
1
0
1
6
6
6
6
6
6
E
X
I
S
T
I
N
G
C
O
L
U
M
N
C
A
S
H
I
E
R
C
U
S
T
O
M
E
R
P
A
R
K
I
N
G
N
E
W
V
E
H
I
C
L
E
D
E
L
I
V
E
R
Y
8
7
S
E
R
V
I
C
E
R
E
C
E
P
T
I
O
N
L
A
N
E
C
O
N
C
R
E
T
E
S
E
A
L
E
D
C
O
N
C
R
E
T
E
1
2
4
1
1
1
7
3
'
-
1
0
1
/
2
"
9
9
9
9
3
0
3
3
0
4
3
1
3
3
1
2
3
1
1
3
1
0
3
0
9
3
0
8
3
1
6
1
2
'
-
3
"
1
A
4
.
0
9
3'-8"
4
'
-
4
"
3
8
'
-
0
"
1
0
1
0
1
0
4
5
A
5
.
0
1
2
1
0
4
3
1
4
1
1
4
A
1
1
4
1
1
1
1
1
1
1
1
1
1
1
1
1
1
3
1
8
3
1
7
A
5
.
0
1
4
2
2
3
'
-
0
"
3
'
-
0
"
3'-0"
3'-0"
3
'
-
0
"
3'-0"
5
'
-
0
"
3'-0"
3
'
-
0
"
3'-0"
1
3
1
2
1
1
1
1
1
1
1
1
4
1
5
1
5
1
5
1
5
1
5
1
5
1
5
1
5
1
6
1
5
1
5
6
.
4
B
6
.
4
B
6
.
4
B
6
.
4
A
6
.
4
A
6
.
4
A
6
.
4
A
6
.
4
A
6
.
4
A
6
.
4
B
6
.
4
B
6
.
6
B
A
5
.
2
1
1
T
Y
P
.
1
7
1
1
3
1
1
5
A
5
.
2
3
1
A
4
.
1
S
H
E
L
V
I
N
G
B
Y
O
W
N
E
R
1
5
1
5
1
5
1
5
1
5
1
5
10'-6"33'-9"25'-4"
1
2
3
1
5
3
0
7
3
1
9
3
2
0
1
5
1
5
1
5
6
.
4
C
6
.
4
C
1
8
1
8
1
1
9
1
0
5
-
A
A
5
.
1
4
1
9
2
A
4
.
1
A
4
.
2
3
A
4
.
2
4
A
5
.
2
7
A
5
.
3
1
2
0
3
A
4
.
1
1
A
4
.
3
A
5
.
1
6
A
5
.
0
1
3
2
1
2
1
2
1
A
5
.
0
4
6
.
6
A
1
1
A
5
.
1
S
L
O
P
E
1
.
5
%
1
1
A
5
.
1
2
2
2
A
4
.
3
3
A
4
.
3
2
3
3'-0"
3
4
'
-
1
0
"
2
4
2
4
2
4
2
4
2
4
2
4
9
9
6
.
6
A
2
5
2
5
6
.
6
A
6
.
6
A
18'-3"
SLOPE 1.5%SLOPE 1.5%
8'-0"9'-0"
1
8
'
-
0
"
2
6
A
5
.
1
1
8
A
5
.
1
1
8
1
9
A
5
.
1
2
5
2
7
2
7
2
7
2
7
2
7
2
7
18'-0" TYP.
9
'
-
0
"
T
Y
P
.
1
5
2
8
2
9
A
P
P
R
O
X
.
L
O
C
A
T
I
O
N
O
F
D
R
Y
W
E
L
L
10'-2 1/2"
2
7
3
0
A
6
.
2
D
D
A
6
.
2
Z
3 4 5 6DEFP1P2P3
P
4
CEILING STORAGE202 RESTROOM205LOCKERS206BREAKROOM203O
F
F
I
C
E
2
0
4
PARTSWAREHOUSE201 WALK THROUGH ROOF ACCESS - SEE STRUCTURAL1A3.1 201 10'-2"KEY PLAN KEYNOTES1. -SEE DETAIL 1 A5.12. INFILL ROUGH WINDOW OPENING WITH STUDS, SHEATH WITH GYPSUM AND PAINT GYPSUM3. ACM COLUMN COVER SEE 4&5 A5.14. REFRESHMENT COUNTER SEE 2&4 A5.25. T.V./MEDIA WALL SEE 3&4 A5.26. STRUCTURAL COLUMN7. KEY DROP BOX - FURNISHED BY OWNER INSTALLED BY CONTRACTOR8. HOURS OF OPERATION SIGN - FURNISHED BY OWNER INSTALLED BY CONTRACTOR9. BOLLARD - SEE 7 A5.110. SERVICE WRITER PODIUM - FURNISHED BY OWNER INSTALLED BY CONTRACTOR11. WINDOW ASSEMBLY TO RECEIVE INTERIOR ROLL DOWN SHADE DEVICE12. KIDS PLAY AREA - FURNISHED BY OWNER13. CUSTOMER BUSINESS CENTER - FURNISHED BY OWNER14. CADILLAC ARTS AND SCIENCE DISPLAY 15. ADD INSULATION IN WALL CAVITY BETWEEN STUDS, COVER WITH NEW GYPSUM, TEXTURE, PAINT16. RECEPTION DESK - FURNISHED BY OWNER17. DRINKING FOUNTAINS18. INFILL ROUGH DOOR OPENING WITH STUDS, SHEATH WITH GYPSUM, TEXTURE AND PAINT GYPSUM19. PAVEMENT MARKERS - FURNISHED BY OWNER INSTALLED BY CONTRACTOR20. INSTALL NEW TOILET AND SINK21. BUILT IN MILLWORK22. VINYL TREAD AND RISER23. ADD INSULATION ABOVE NEW CEILING24. NEW SIDEWALK - SEE 8/A5.125. ADD REFLECTIVE FILM TO GLASS IN DOOR26. ADA PARKING SIGN - SEE 2/SD1.027. NEW ASPHALT STRIPING28. ADD SOUND STRIPPING AND A SWEEP29. PATCH IN NEW ASPHALT 30. ADD CONCRETE TO TOP TREAD TO MATCH DEPTH OF OTHER TREADS KEYNOTESGENERAL NOTES1.ALL FURNITURE, FIXTURES AND MILLWORK TO BE PURCHASED THROUGH A THIRD PARTY VENDOR U.N.O - SEE FURNITURE PLAN2.ALL GYSPUM THAT IS TO BE PAINTED TO BE RETEXTURED PRIOR TO PAINTING - SKIM COAT AS NEEDED3.REPLACE SILL FLASHING ON EXISTING EXTERIOR STOREFRONT - CAULK ALL JOINTS
I
D
A
HO FALL S,
OHADI
L
E
AR.1116
T A T TTE O F
INL.
S CS O S HL
A
DI
T
N
O
O
RE
N
C
I
E
S AD
C
I
ETHC990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A
P
R
O
J
E
C
T
N
O
.
D
A
T
E
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
R
E
V
I
S
I
O
N
S
PROJECT:
SHEET TITLE:
architects
A R C H I T E C T U R E P L A N N I N G I N T E R I O R S
nbw p.a.
4/9/18
4/10/2018 1:53:18 PM C:\Users\nhansen\Documents\16058 - TAYLOR CHEVROLET_2018_nhansen.rvt
A
1
.
1
1
6
0
5
8
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
FLOOR PLAN
M
A
R
C
H
2
0
1
8
N
R
H
S
L
N
REMODEL FOR:
REXBURG, ID 83440
S
C
A
L
E
:
N
1
/
8
"
=
1
'
-
0
"
M
A
I
N
F
L
O
O
R
S
SCALE:N 1/8" = 1'-0"SECOND FLOOR
5
/
8
"
G
Y
P
S
U
M
5
/
8
"
G
Y
P
S
U
M
3
5
/
8
"
M
E
T
A
L
S
T
U
D
6
.
4
A
0
'
-
4
7
/
8
"
5
/
8
"
G
Y
P
S
U
M
5
/
8
"
G
Y
P
S
U
M
6
"
M
E
T
A
L
S
T
U
D
6
.
6
A
V
E
R
I
F
Y
E
X
I
S
T
I
N
G
W
A
L
L
T
H
I
C
K
N
E
S
S
5
/
8
"
G
Y
P
S
U
M
5
/
8
"
G
Y
P
S
U
M
3
5
/
8
"
M
E
T
A
L
S
T
U
D
6
.
4
B
0
'
-
4
7
/
8
"
I
N
S
U
L
A
T
I
O
N
5
/
8
"
G
Y
P
S
U
M
5
/
8
"
G
Y
P
S
U
M
6
"
M
E
T
A
L
S
T
U
D
6
.
6
B
0
'
-
7
1
/
4
"
I
N
S
U
L
A
T
I
O
N
5
/
8
"
G
Y
P
S
U
M
3
5
/
8
"
M
E
T
A
L
S
T
U
D
6
.
4
C
I
N
S
U
L
A
T
I
O
N
A
L
L
W
A
L
L
S
T
O
B
E
W
O
O
D
O
R
M
E
T
A
L
S
T
U
D
A
T
C
O
N
T
R
A
C
T
O
R
S
O
P
T
I
O
N
S
I
N
G
L
E
P
L
Y
M
E
M
B
R
A
N
E
1
/
2
"
C
O
V
E
R
B
O
A
R
D
A
I
R
/
V
A
P
O
R
B
A
R
R
I
E
R
S
T
E
E
L
D
E
C
K
I
N
G
-
S
E
E
S
T
R
U
C
T
U
R
A
L
R
1
R
2
S
I
N
G
L
E
P
L
Y
M
E
M
B
R
A
N
E
1
/
2
"
C
O
V
E
R
B
O
A
R
D
A
I
R
/
V
A
P
O
R
B
A
R
R
I
E
R
1
/
2
"
S
H
E
A
T
H
I
N
G
T
A
P
E
R
E
D
I
N
S
U
L
A
T
I
O
N
S
I
N
G
L
E
P
L
Y
M
E
M
B
R
A
N
E
1
/
2
"
C
O
V
E
R
B
O
A
R
D
A
I
R
/
V
A
P
O
R
B
A
R
R
I
E
R
3
/
4
"
S
H
E
A
T
H
I
N
G
R
3
1
"
P
O
L
Y
I
S
O
T
H
E
R
M
A
L
I
N
S
U
L
A
T
I
O
N
S
I
N
G
L
E
P
L
Y
M
E
M
B
R
A
N
E
1
/
2
"
C
O
V
E
R
B
O
A
R
D
A
I
R
/
V
A
P
O
R
B
A
R
R
I
E
R
1
/
2
"
S
H
E
A
T
H
I
N
G
R
4
P
O
L
Y
I
S
O
T
H
E
R
M
A
L
I
N
S
U
L
A
T
I
O
N
(
R
3
0
)
2
L
A
Y
E
R
S
A
T
2
.
6
"
E
A
C
H
T
A
P
E
R
E
D
I
D
A
HO FALL S,
OHADI
L
E
AR.1116
T A T TTE O F
INL.
S CS O S HL
A
DI
T
N
O
O
RE
N
C
I
E
S AD
C
I
ETHC990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A
P
R
O
J
E
C
T
N
O
.
D
A
T
E
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
R
E
V
I
S
I
O
N
S
PROJECT:
SHEET TITLE:
architects
A R C H I T E C T U R E P L A N N I N G I N T E R I O R S
nbw p.a.
4/9/18
4/10/2018 1:53:18 PM C:\Users\nhansen\Documents\16058 - TAYLOR CHEVROLET_2018_nhansen.rvt
A
1
.
2
1
6
0
5
8
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
WALL AND ROOF TYPES
M
A
R
C
H
2
0
1
8
N
R
H
S
L
N
REMODEL FOR:
REXBURG, ID 83440
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
1
.
2
1
W
A
L
L
T
Y
P
E
S
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
1
.
2
2
R
O
O
F
T
Y
P
E
S
U
P
U
P
A
/
C
U
N
I
T
C
A
R
L
I
F
T
G
A
S
P
U
M
P
C
A
R
L
I
F
T
C
A
R
L
I
F
T
C
A
R
L
I
F
T
C
A
R
L
I
F
T
C
A
R
L
I
F
T
L
U
B
E
E
Q
U
I
P
M
E
N
T
C
A
S
H
I
E
R
C
U
S
T
O
M
E
R
P
A
R
K
I
N
G
N
E
W
V
E
H
I
C
L
E
D
E
L
I
V
E
R
Y
S
E
R
V
I
C
E
R
E
C
E
P
T
I
O
N
L
A
N
E
P
R
O
D
U
C
T
I
N
F
O
R
M
A
T
I
O
N
C
E
N
T
E
R
P
R
O
D
U
C
T
I
N
F
O
R
M
A
T
I
O
N
C
E
N
T
E
R
L
O
G
O
S
C
R
E
E
N
C
H
E
V
R
O
L
E
T
A
C
C
E
S
S
O
R
I
E
S
S
L
A
T
W
A
L
L
S
E
E
2
/
A
1
.
3
M
I
L
L
W
O
R
K
M
I
L
L
W
O
R
K
M
I
L
L
L
W
O
R
K
R
E
C
E
P
T
I
O
N
D
E
S
K
M
O
B
I
L
E
T
I
R
E
,
B
A
T
T
E
R
Y
,
A
N
D
W
I
P
E
R
D
I
S
P
L
A
Y
3'-0"3'-0"1'-9 3/4"1'-4 1/4"2'-2"2'-2"4'-0"1'-4"BACK WALL CABINETFILE CABINETCORNER SECTIONSERVICE ADVISOR PODIUM
I
D
A
HO FALL S,
OHADI
L
E
AR.1116
T A T TTE O F
INL.
S CS O S HL
A
DI
T
N
O
O
RE
N
C
I
E
S AD
C
I
ETHC990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A
P
R
O
J
E
C
T
N
O
.
D
A
T
E
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
R
E
V
I
S
I
O
N
S
PROJECT:
SHEET TITLE:
architects
A R C H I T E C T U R E P L A N N I N G I N T E R I O R S
nbw p.a.
4/9/18
4/10/2018 1:53:19 PM C:\Users\nhansen\Documents\16058 - TAYLOR CHEVROLET_2018_nhansen.rvt
A
1
.
3
1
6
0
5
8
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
FURNITURE PLAN
M
A
R
C
H
2
0
1
8
N
R
H
S
L
N
REMODEL FOR:
REXBURG, ID 83440
S
C
A
L
E
:
N
1
/
8
"
=
1
'
-
0
"
F
U
R
N
I
T
U
R
E
P
L
A
N
SCALE: 1/2" = 1'-0"A1.3 2MODULAR SECTIONS PLAN VIEW
U
P
U
P
A
/
C
U
N
I
T
C
A
R
L
I
F
T
G
A
S
P
U
M
P
C
A
R
L
I
F
T
C
A
R
L
I
F
T
C
A
R
L
I
F
T
C
A
R
L
I
F
T
C
A
R
L
I
F
T
L
U
B
E
E
Q
U
I
P
M
E
N
T
P
A
R
T
S
W
A
R
E
H
O
U
S
E
1
2
8
R
E
P
A
I
R
S
H
O
P
1
3
9
S
E
R
V
I
C
E
C
E
N
T
E
R
1
2
0
S
A
L
E
S
M
A
N
A
G
E
R
1
0
6
S
E
R
V
I
C
E
M
A
N
A
G
E
R
1
1
9
U
N
I
S
E
X
1
0
7
S
T
O
R
A
G
E
1
2
1
U
N
I
S
E
X
1
2
2
W
O
M
E
N
S
1
2
3
M
E
N
S
1
2
4
O
F
F
I
C
E
1
2
6
P
R
O
S
H
O
P
1
2
5
P
R
O
S
H
O
P
1
2
7
O
F
F
I
C
E
1
1
7
S
T
O
R
A
G
E
1
1
6
I
N
T
E
R
I
O
R
O
F
F
I
C
E
S
1
1
8
S
A
L
E
S
S
T
A
T
I
O
N
1
0
8
S
A
L
E
S
S
T
A
T
I
O
N
1
0
9
S
A
L
E
S
S
T
A
T
I
O
N
1
1
0
S
A
L
E
S
S
T
A
T
I
O
N
1
1
1
S
A
L
E
S
S
T
A
T
I
O
N
1
1
2
S
A
L
E
S
M
A
N
A
G
E
R
1
1
3
O
W
N
E
R
1
1
5
S
A
L
E
S
F
L
O
O
R
1
0
2
S
A
L
E
S
S
T
A
T
I
O
N
1
0
3
S
A
L
E
S
S
T
A
T
I
O
N
1
0
4
F
&
I
O
F
F
I
C
E
1
0
5
O
F
F
I
C
E
1
2
9
C
A
R
R
A
M
P
1
1
4
C
O
R
R
I
D
O
R
V
E
S
T
I
B
U
L
E
1
0
1
C
A
S
H
I
E
R
C
U
S
T
O
M
E
R
P
A
R
K
I
N
G
N
E
W
V
E
H
I
C
L
E
D
E
L
I
V
E
R
Y
S
E
R
V
I
C
E
R
E
C
E
P
T
I
O
N
L
A
N
E
W
1
W
3
W
1
W
3
F
2
B
2
W
3
W
3
W
1
W
3
F
1
B
1
W
3
W
3
W
1
W
1
F
1
B
1
W
3
W
3
W
1
W
1
F
1
B
1
W
1
W
1
W
2
W
1
F
1
B
1
W
1
W
1
W
2
W
1
F
1
B
1
W
1
W
1
W
2
W
1
F
1
B
1
W
1
W
1
W
2
W
1
F
1
B
1
W
1
W
1
W
2
W
1
F
1
B
1
W
1
W
1
W
2
W
1
F
1
B
1
W
1
W
1
W
1
W
1
F
1
B
1
W
3
W
3
W
5
W
3
F
4
W
3
W
3
W
1
W
1
W
1
F
1
B
1
W
1
W
1
W
1
W
1
F
1
B
1
W
2
W
3
W
1
W
1
F
1
B
1
W
1
W
1
W
1
W
1
F
3
B
3
W
1
W
1
W
1
W
1
F
2
B
2
W
1
W
1
W
1
W
1
F
5
B
2
W
1
W
1
W
1
W
1
F
3
B
3
W
1
W
1
W
1
W
1
F
2
B
2
W
1
W
1
W
1
W
1
F
3
B
3
W
1
W
1
A
5
.
2
5
A
5
.
2
6
1
1
1
1
1
1
1
1
1
1
1
2
3
1
3
2
F
4
F
5
F
5
F
1
4
1
1
1
1
KEYNOTES1. TRANSITION FROM TILE TO CARPET - SEE SPEC.2. TRANSITION FROM TILE TO EPOXY - SEE SPEC.3. TRANSITION FROM TILE TO CONCRETE - SEE SPEC4. TRANSITION FROM TILE TO EXISTING FLOORING - SEE SPEC.WALL FINISHW1TEXTURED/PAINTED GYP. BOARD- P1W2TEXTURED/PAINTED GYP. BOARD- ACCENT PAINT - P7W3TEXTURED/PAINTED GYP. BOARD- ABOVE STOREFRONT - P1W4PAINTED CMU - P1W5PAINTED EIFS - EP1 FLOOR FINISHF1CARPET - C1F2PORCELAIN TILE - PT2F3EPOXY - EX1F4ENTRANCE MATTINGF5 SEALED CONCRETEBASE FINISHB1VINYL WALL BASE - VB1 -TO MATCH P1VINYL WALL BASE - VB7 -TO MATCH P7B2PORCELAIN BASEB3RUBBER BASE FINISH SCHEDULE KEYLEFT WALLBOTTOM WALL RIGHT WALLFLOOR FINISH TOP WALLBASE GENERAL NOTES1.PT2 - PATTERN IS OPTION 1
I
D
A
HO FALL S,
OHADI
L
E
AR.1116
T A T TTE O F
INL.
S CS O S HL
A
DI
T
N
O
O
RE
N
C
I
E
S AD
C
I
ETHC990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A
P
R
O
J
E
C
T
N
O
.
D
A
T
E
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
R
E
V
I
S
I
O
N
S
PROJECT:
SHEET TITLE:
architects
A R C H I T E C T U R E P L A N N I N G I N T E R I O R S
nbw p.a.
4/9/18
4/10/2018 1:53:21 PM C:\Users\nhansen\Documents\16058 - TAYLOR CHEVROLET_2018_nhansen.rvt
A
1
.
4
1
6
0
5
8
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
FINISH PLAN
M
A
R
C
H
2
0
1
8
N
R
H
S
L
N
REMODEL FOR:
REXBURG, ID 83440
S
C
A
L
E
:
N
1
/
8
"
=
1
'
-
0
"
F
I
N
I
S
H
P
L
A
N
R
E
P
A
I
R
S
H
O
P
L
E
V
E
L
1
0
0
'
-
0
"
O
F
F
I
C
E
L
E
V
E
L
1
0
3
'
-
2
"
D
E
F
G
H
J
S
E
C
O
N
D
F
L
O
O
R
1
1
2
'
-
6
"
P
1
P
2
P
3
KLMNW1W2W3
P
4
E
N
T
R
Y
E
L
E
M
E
N
T
3
0
'
-
0
"
x
2
2
'
-
0
"
H
I
G
H
E
X
I
S
T
I
N
G
M
E
T
A
L
S
I
D
I
N
G
T
O
R
E
M
A
I
N
A
S
I
S
EXISTING METAL SIDING TO REMAIN AS IS OVERHEAD DOORS TO REMAIN AS IS
5'-0"
4
0
'
-
3
3
/
4
"
2
'
-
0
"
9'-1"
3
'
-
0
"
1
'
-
0
"
14'-9"
3
'
-
0
"
2
1
3
1
3
1
1
1
6
5
5
9
1
4
2
13
1
2
1
3
R
E
P
A
I
R
S
H
O
P
L
E
V
E
L
1
0
0
'
-
0
"
O
F
F
I
C
E
L
E
V
E
L
1
0
3
'
-
2
"
D
E
F
G
H
J
S
E
C
O
N
D
F
L
O
O
R
1
1
2
'
-
6
"
P
1
P
2
P
3
K
L
M
N
W
1
W
2
W
3
P
4
ENTRY ELEMENT 30'-0"x22'-0" HIGH
E
X
I
S
T
I
N
G
M
E
T
A
L
S
I
D
I
N
G
T
O
R
E
M
A
I
N
A
S
I
S
O
V
E
R
H
E
A
D
D
O
O
R
S
T
O
R
E
M
A
I
N
A
S
I
S
1'-0" 3'-0" 31'-0 5/8" 12'-3"3'-2"9'-1"7'-6"4'-0" 3'-0" 1'-0" 27'-0 3/4" 12'-3"1 191442
2
6555
1
2
1
2
1
3
R
E
P
A
I
R
S
H
O
P
L
E
V
E
L
1
0
0
'
-
0
"
O
F
F
I
C
E
L
E
V
E
L
1
0
3
'
-
2
"
3
4
5
6
S
E
C
O
N
D
F
L
O
O
R
1
1
2
'
-
6
"
E
X
I
S
T
I
N
G
M
E
T
A
L
S
I
D
I
N
G
T
O
R
E
M
A
I
N
A
S
I
S
E
X
I
S
T
I
N
G
M
E
T
A
L
S
I
D
I
N
G
T
O
R
E
M
A
I
N
A
S
I
S
E
X
I
S
T
I
N
G
M
E
T
A
L
S
I
D
I
N
G
T
O
R
E
M
A
I
N
A
S
I
S
O
V
E
R
H
E
A
D
D
O
O
R
T
O
R
E
M
A
I
N
A
S
I
S
1
3
2
1
3
R
E
P
A
I
R
S
H
O
P
L
E
V
E
L
1
0
0
'
-
0
"
O
F
F
I
C
E
L
E
V
E
L
1
0
3
'
-
2
"
3
4
5
6
S
E
C
O
N
D
F
L
O
O
R
1
1
2
'
-
6
"
E
N
T
R
Y
E
L
E
M
E
N
T
3
0
'
-
0
"
x
2
2
'
-
0
"
H
I
G
H
ELE
V
.
1
1
9
'
-
9
"
T
.
O
.
P
A
R
A
P
E
T
ELE
V
.
1
1
4
'
-
9
"
B
.
O
.
C
A
N
O
P
Y
1
6
'
-
8
"
13'-8"
EXISTIN
G
M
E
T
A
L
S
I
D
I
N
G
TO REM
A
I
N
A
S
I
S
E
X
I
S
T
I
N
G
M
E
T
A
L
S
I
D
I
N
G
T
O
R
E
M
A
I
N
A
S
I
S
2
'
-
0
"
2
3
'
-
4
"
2
'
-
0
"
3
1
'
-
9
"
2
'
-
0
"
8
'
-
8
1
/
2
"
1
'
-
0
"
1
4
'
-
9
1
/
2
"
6
'
-
8
1
/
4
"
1
6
'
-
7
3
/
4
"
6
'
-
8
"
1
4
'
-
9
1
/
2
"
1
'
-
0
"
3
'
-
0
"
3'-2" 7'-6"
9'-1"
5'-0"
1
8
'
-
9
1
/
2
"
8'-4"
6
'
-
8
"
6
'
-
8
"
1
1
1
1
1
1
1
1
0
1
1
3
2
2
1
3
2
3
4
4
6
5
6
5
7
8
9
1
0
1
0
1
0
1
1
2
1
3
1
3
1
3
1
4
1
0
GENERAL NOTES1.EXTERIOR DOORS AND FRAMES TO MATCH ADJACENT PROGRAM WALL FINISH FOR EXTERIOR APPLICATIONS.2.ACCENT TRIM PAINT TO BE REFINISHED TO MATCH EP1.3.EP1 TO MATCH COLOR OF EXISTING METAL PANEL. 4.EP2 TO MATCH COLOR OF ACM1.5. REPAIR ALL DAMAGED EIFS PRIOR TO PAINTING KEYNOTES1. ACM12. EXT. PAINT EP13. ENTRY ACM24. EXT. PAINT EP25. EXT. GLAZING6. EXT. GLAZING EXISTING7. CANOPY ACM28. FRAME ACM39. ACCENT BAND ACM210. SIGNAGE BY AGI - INSTALLED BY CONTRACTOR11. COLUMN EP112. DOOR P713. EXT. PAINT EP1 - SACK FINISH PRIOR TO PAINTING14. EXT. PAINT EP2 - SACK FINISH PRIOR TO PAINTING
I
D
A
HO FALL S,
OHADI
L
E
AR.1116
T A T TTE O F
INL.
S CS O S HL
A
DI
T
N
O
O
RE
N
C
I
E
S AD
C
I
ETHC990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A
P
R
O
J
E
C
T
N
O
.
D
A
T
E
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
R
E
V
I
S
I
O
N
S
PROJECT:
SHEET TITLE:
architects
A R C H I T E C T U R E P L A N N I N G I N T E R I O R S
nbw p.a.
4/9/18
4/10/2018 2:12:18 PM C:\Users\nhansen\Documents\16058 - TAYLOR CHEVROLET_2018_nhansen.rvt
A
2
.
1
1
6
0
5
8
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
BUILDING ELEVATIONS
M
A
R
C
H
2
0
1
8
N
R
H
S
L
N
REMODEL FOR:
REXBURG, ID 83440
S
C
A
L
E
:
3
/
3
2
"
=
1
'
-
0
"
A
2
.
1
1
N
O
R
T
H
S
C
A
L
E
:
3
/
3
2
"
=
1
'
-
0
"
A
2
.
1
2
S
O
U
T
H
S
C
A
L
E
:
3
/
3
2
"
=
1
'
-
0
"
A
2
.
1
3
E
A
S
T
S
C
A
L
E
:
3
/
3
2
"
=
1
'
-
0
"
A
2
.
1
4
W
E
S
T
REPAIR SHOP LEVE
L
100'-0"OFFICE LEVEL 103'-2"
D
E
F
SECOND FLOOR 112'-6"
P
1
P
2
P
3
P
4
P
A
R
T
S
W
A
R
E
H
O
U
S
E
2
0
1
P
A
R
T
S
W
A
R
E
H
O
U
S
E
1
2
8
P
R
O
S
H
O
P
1
2
7
I
N
T
E
R
I
O
R
O
F
F
I
C
E
S
1
1
8
S
A
L
E
S
S
T
A
T
I
O
N
1
1
0
S
A
L
E
S
F
L
O
O
R
1
0
2
C
A
T
W
A
L
K
7'-6"
9'-6"
3
"
/
1
'
-
0
"
1
4
'
-
6
"
R
E
P
A
I
R
S
H
O
P
L
E
V
E
L
1
0
0
'
-
0
"
O
F
F
I
C
E
L
E
V
E
L
1
0
3
'
-
2
"
3
4
5
6
S
E
C
O
N
D
F
L
O
O
R
1
1
2
'
-
6
"
C
A
R
R
A
M
P
1
1
4
S
A
L
E
S
F
L
O
O
R
1
0
2
S
E
R
V
I
C
E
D
R
I
V
E
N
E
E
D
T
O
V
E
R
I
F
Y
S
P
A
C
I
N
G
R
O
O
F
A
C
C
E
S
S
D
O
O
R
1
4
'
-
6
"
1
4
'
-
6
"
3
"
/
1
'
-
0
"
3
"
/
1
'
-
0
"
1
/
4
"
/
1
'
-
0
"
I
D
A
HO FALL S,
OHADI
L
E
AR.1116
T A T TTE O F
INL.
S CS O S HL
A
DI
T
N
O
O
RE
N
C
I
E
S AD
C
I
ETHC990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A
P
R
O
J
E
C
T
N
O
.
D
A
T
E
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
R
E
V
I
S
I
O
N
S
PROJECT:
SHEET TITLE:
architects
A R C H I T E C T U R E P L A N N I N G I N T E R I O R S
nbw p.a.
4/9/18
4/10/2018 1:53:26 PM C:\Users\nhansen\Documents\16058 - TAYLOR CHEVROLET_2018_nhansen.rvt
A
3
.
1
1
6
0
5
8
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
BUILDING SECTION
M
A
R
C
H
2
0
1
8
N
R
H
S
L
N
REMODEL FOR:
REXBURG, ID 83440
K
E
Y
N
O
T
E
L
E
G
E
N
D
S
C
A
L
E
:
1
/
8
"
=
1
'
-
0
"
A
3
.
1
1
S
E
C
T
I
O
N
S
C
A
L
E
:
1
/
8
"
=
1
'
-
0
"
A
3
.
1
2
S
E
C
T
I
O
N
REPAIR SHOP LEVEL 100'-0"
C
O
L
U
M
N
C
O
V
E
R
-
A
C
M
P
A
N
E
L
S
R
E
P
A
I
R
S
H
O
P
1
3
9
ELE
V
.
1
1
9
'
-
9
"
T
.
O
.
P
A
R
A
P
E
T
S
E
R
V
I
C
E
D
R
I
V
E
ELEV
.
1
1
7
'
-
1
1
1
/
2
"
T
.
O
.
B
E
A
M
E
L
E
V
.
1
1
7
'
-
2
"
T
.
O
.
B
E
A
M
E
L
E
V
.
1
1
9
'
-
9
"
T
.
O
.
S
T
U
D
W
A
L
L
1
'
-
4
"
2
'
-
0
"
1
/
2
"
/
1
'
-
0
"
1
/
4
"
/
1
'
-
0
"
R
1
A
5
.
1
9
S
i
m
B
O
L
L
A
R
D
S
-
S
E
E
7
A
5
.
1
0'-6"
0'-6"
7
1
2
7
2
4
6
0
3
9
0
1
6
0
3
5
1
0
5
1
2
5
2
3
7
1
6
6
0
3
7
1
2
6
0
3
9
0
1
6
0
3
5
1
1
5
1
2
7
1
6
5
2
3
2
1
1
2
0
7
2
2
1
2
2
0
3
0
3
1
.
5
%
S
L
O
P
E
A
8
.
1
1
A
8
.
1
4
1
/
2
"
E
X
P
A
N
S
I
O
N
M
A
T
E
R
I
A
L
D
O
W
E
L
C
O
N
C
R
E
T
E
R
E
P
A
I
R
S
H
O
P
L
E
V
E
L
1
0
0
'
-
0
"
O
F
F
I
C
E
L
E
V
E
L
1
0
3
'
-
2
"
3
S
A
L
E
S
F
L
O
O
R
1
0
2
2'-0"
3
"
/
1
'
-
0
"
E
L
E
V
.
1
1
9
'
-
9
"
T
.
O
.
P
A
R
A
P
E
T
1
.
5
%
S
L
O
P
E
3
'
-
0
"
9'-6"
R
1
9
'
-
6
"
C
1
A
5
.
1
8
S
i
m
A
5
.
1
9
S
i
m
E
L
E
V
.
1
1
8
'
-
1
0
"
E
L
E
V
.
1
1
0
'
-
8
"
B
.
O
.
A
C
M
9
0
6
7
1
6
7
2
4
6
0
3
9
0
1
6
0
3
9
0
1
9
0
4
7
1
2
2
1
6
2
1
6
2
1
8
2
0
7
2
1
1
2
1
9
6
0
2
2
2
2
2
2
2
9
2
3
3
'
-
7
"
5
1
4
9
0
4
5
3
1
5
3
1
9
0
1
A
8
.
1
3
A
5
.
1
1
2
S
i
m
REPAIR SHOP LEVEL 100'-0"OFFICE LEVEL 103'-2"7'-6"SALES FLOOR102 1'-8"3" / 1'-0"ELEV. 119'-9" T.O. PARAPET9'-6"3'-0"R19'-6"C11.5% SLOPEA5.1 8 Sim A5.1 9Sim 724603901716906 712218211207217216602222222923A5.1 12 901901219 514531531222 603 A8.1 3
I
D
A
HO FALL S,
OHADI
L
E
AR.1116
T A T TTE O F
INL.
S CS O S HL
A
DI
T
N
O
O
RE
N
C
I
E
S AD
C
I
ETHC990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A
P
R
O
J
E
C
T
N
O
.
D
A
T
E
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
R
E
V
I
S
I
O
N
S
PROJECT:
SHEET TITLE:
architects
A R C H I T E C T U R E P L A N N I N G I N T E R I O R S
nbw p.a.
4/9/18
4/10/2018 1:53:27 PM C:\Users\nhansen\Documents\16058 - TAYLOR CHEVROLET_2018_nhansen.rvt
A
4
.
0
1
6
0
5
8
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
WALL SECTIONS
M
A
R
C
H
2
0
1
8
N
R
H
S
L
N
REMODEL FOR:
REXBURG, ID 83440
S
C
A
L
E
:
3
/
4
"
=
1
'
-
0
"
A
4
.
0
2
S
E
C
T
I
O
N
S
C
A
L
E
:
3
/
4
"
=
1
'
-
0
"
A
4
.
0
3
S
E
C
T
I
O
N
SCALE: 3/4" = 1'-0"A4.0 1SECTION
K
E
Y
N
O
T
E
L
E
G
E
N
D
2
0
7
E
X
G
C
O
N
C
R
E
T
E
S
L
A
B
2
1
1
E
X
G
C
M
U
W
A
L
L
2
1
6
E
X
G
S
T
E
E
L
J
O
I
S
T
2
1
7
E
X
G
S
T
E
E
L
B
E
A
M
2
1
8
E
X
G
A
L
U
M
I
N
U
M
S
T
O
R
E
F
R
O
N
T
S
Y
S
T
E
M
2
1
9
E
X
G
S
I
N
G
L
E
P
L
Y
R
O
O
F
2
2
0
E
X
G
O
V
E
R
H
E
A
D
D
O
O
R
2
2
1
E
X
G
S
T
A
N
D
I
N
G
S
E
A
M
M
E
T
A
L
R
O
O
F
2
2
2
E
X
G
S
T
R
U
C
T
U
R
E
3
0
3
R
E
I
N
F
O
R
C
E
D
C
O
N
C
R
E
T
E
S
L
A
B
-
S
E
E
S
T
R
U
C
.
5
1
0
S
T
E
E
L
T
U
B
E
-
S
E
E
S
T
R
U
C
T
.
5
1
1
S
T
E
E
L
B
E
A
M
-
S
E
E
S
T
R
U
C
T
.
5
1
2
S
T
E
E
L
J
O
I
S
T
-
S
E
E
S
T
R
U
C
T
.
5
1
4
S
T
E
E
L
A
N
G
L
E
-
S
E
E
S
T
R
U
C
T
.
5
2
3
S
T
E
E
L
C
O
L
U
M
N
-
S
E
E
S
T
R
U
C
T
.
5
3
1
C
L
I
P
-
S
E
E
S
T
R
U
C
T
.
6
0
2
1
/
2
"
S
H
E
A
T
H
I
N
G
6
0
3
3
/
4
"
S
H
E
A
T
H
I
N
G
7
1
2
P
R
E
-
F
I
N
I
S
H
E
D
C
O
N
T
.
M
E
T
A
L
C
A
P
&
C
L
E
A
T
O
V
E
R
7
1
6
P
R
E
-
F
I
N
I
S
H
E
D
E
X
T
E
R
I
O
R
M
E
T
A
L
S
O
F
F
I
T
7
2
4
A
C
M
P
A
N
E
L
9
0
1
3
-
5
/
8
"
M
E
T
A
L
S
T
U
D
F
R
A
M
I
N
G
9
0
4
S
T
E
E
L
T
R
A
C
K
9
0
6
5
/
8
"
F
I
N
I
S
H
E
D
G
Y
P
.
B
O
A
R
D
9
2
3
7
/
8
"
F
U
R
R
I
N
G
C
H
A
N
N
E
L
6ELEV. 119'-9" T.O. PARAPET603603R1R19'-0"C1F&I OFFICE105 A5.1 9Sim 3" / 1'-0"ELEV. 110'-8" B.O. ACM 901 7125129017167249069019043063093095225215245245215222192162162182072117166022222229233'-7"514904531531901ELEV. 118'-10"A8.1 7A5.1 12 Sim A5.1 17REPAIR SH
O
P
L
E
V
E
L
100'-0"OFFICE LE
V
E
L
103'-2"
C
O
N
C
R
E
T
E
R
1
1
/
2
"
E
X
P
A
N
S
I
O
N
M
A
T
E
R
I
A
L
D
O
W
E
L
1
/
4
"
/
1
'
-
0
"
R
2
9
'
-
6
"
C
1
S
A
L
E
S
F
L
O
O
R
1
0
2
A
5
.
1
9
S
i
m
E
L
E
V
.
1
1
8
'
-
1
0
"
3
"
/
1
'
-
0
"
6
0
3
9
0
3
6
0
3
7
2
4
6
0
3
6
0
3
9
0
1
6
0
3
7
2
4
9
0
3
5
2
3
5
1
0
9
0
1
9
0
4
9
0
6
7
1
6
7
2
4
2
1
8
2
0
7
2
1
1
2
1
7
2
1
6
6
0
2
2
2
2
2
2
2
9
2
3
5
1
4
9
0
4
5
3
1
5
3
1
9
0
1
A
8
.
2
1
A
5
.
1
1
2
S
i
m
C
O
N
C
R
E
T
E
1
/
2
"
E
X
P
A
N
S
I
O
N
M
A
T
E
R
I
A
L
D
O
W
E
L
R
E
P
A
I
R
S
H
O
P
L
E
V
E
L
1
0
0
'
-
0
"
O
F
F
I
C
E
L
E
V
E
L
1
0
3
'
-
2
"
9
'
-
0
"
C
1
E
L
E
V
.
1
1
9
'
-
9
"
T
.
O
.
P
A
R
A
P
E
T
R
4
6
0
3
7
1
2
6
0
3
6
2
8
6
2
3
9
0
6
6
2
8
8
0
7
3
0
6
7
2
4
9
0
1
A
8
.
2
4
A
6
.
2
V
S
i
m
E
L
E
V
.
1
1
8
'
-
5
1
/
2
"
B
.
O
.
D
E
C
K
E
L
E
V
.
1
1
0
'
-
8
"
I
D
A
HO FALL S,
OHADI
L
E
AR.1116
T A T TTE O F
INL.
S CS O S HL
A
DI
T
N
O
O
RE
N
C
I
E
S AD
C
I
ETHC990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A
P
R
O
J
E
C
T
N
O
.
D
A
T
E
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
R
E
V
I
S
I
O
N
S
PROJECT:
SHEET TITLE:
architects
A R C H I T E C T U R E P L A N N I N G I N T E R I O R S
nbw p.a.
4/9/18
4/10/2018 1:53:28 PM C:\Users\nhansen\Documents\16058 - TAYLOR CHEVROLET_2018_nhansen.rvt
A
4
.
1
1
6
0
5
8
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
WALL SECTIONS
M
A
R
C
H
2
0
1
8
N
R
H
S
L
N
REMODEL FOR:
REXBURG, ID 83440
K
E
Y
N
O
T
E
L
E
G
E
N
D
2
0
7
E
X
G
C
O
N
C
R
E
T
E
S
L
A
B
2
1
1
E
X
G
C
M
U
W
A
L
L
2
1
6
E
X
G
S
T
E
E
L
J
O
I
S
T
2
1
7
E
X
G
S
T
E
E
L
B
E
A
M
2
1
8
E
X
G
A
L
U
M
I
N
U
M
S
T
O
R
E
F
R
O
N
T
S
Y
S
T
E
M
2
1
9
E
X
G
S
I
N
G
L
E
P
L
Y
R
O
O
F
2
2
2
E
X
G
S
T
R
U
C
T
U
R
E
3
0
6
R
E
I
N
F
O
R
C
E
D
C
O
N
C
R
E
T
E
R
A
M
P
-
S
E
E
S
T
R
U
C
T
.
3
0
9
6
"
C
O
N
C
R
E
T
E
W
A
L
L
5
1
0
S
T
E
E
L
T
U
B
E
-
S
E
E
S
T
R
U
C
T
.
5
1
2
S
T
E
E
L
J
O
I
S
T
-
S
E
E
S
T
R
U
C
T
.
5
1
4
S
T
E
E
L
A
N
G
L
E
-
S
E
E
S
T
R
U
C
T
.
5
2
1
1
1
/
2
"
D
I
A
.
S
T
A
I
N
L
E
S
S
S
T
E
E
L
P
I
P
E
R
A
I
L
5
2
2
1
"
S
T
A
I
N
L
E
S
S
S
T
E
E
L
P
I
P
E
G
U
A
R
D
R
A
I
L
5
2
3
S
T
E
E
L
C
O
L
U
M
N
-
S
E
E
S
T
R
U
C
T
.
5
2
4
1
1
/
2
"
D
I
A
.
S
T
A
I
N
L
E
S
S
S
T
E
E
L
H
A
N
D
R
A
I
L
5
3
1
C
L
I
P
-
S
E
E
S
T
R
U
C
T
.
6
0
2
1
/
2
"
S
H
E
A
T
H
I
N
G
6
0
3
3
/
4
"
S
H
E
A
T
H
I
N
G
6
2
3
2
x
4
F
R
A
M
I
N
G
6
2
8
2
X
1
0
F
R
A
M
I
N
G
-
S
E
E
S
T
R
U
C
T
.
7
1
2
P
R
E
-
F
I
N
I
S
H
E
D
C
O
N
T
.
M
E
T
A
L
C
A
P
&
C
L
E
A
T
O
V
E
R
7
1
6
P
R
E
-
F
I
N
I
S
H
E
D
E
X
T
E
R
I
O
R
M
E
T
A
L
S
O
F
F
I
T
7
2
4
A
C
M
P
A
N
E
L
8
0
7
A
L
U
M
I
N
U
M
S
T
O
R
E
F
R
O
N
T
S
Y
S
T
E
M
9
0
1
3
-
5
/
8
"
M
E
T
A
L
S
T
U
D
F
R
A
M
I
N
G
9
0
3
6
"
M
E
T
A
L
S
T
U
D
F
R
A
M
I
N
G
9
0
4
S
T
E
E
L
T
R
A
C
K
9
0
6
5
/
8
"
F
I
N
I
S
H
E
D
G
Y
P
.
B
O
A
R
D
9
2
3
7
/
8
"
F
U
R
R
I
N
G
C
H
A
N
N
E
L
SCALE: 3/4" = 1'-0"A4.1 1SECTION
S
C
A
L
E
:
3
/
4
"
=
1
'
-
0
"
A
4
.
1
2
S
E
C
T
I
O
N
S
C
A
L
E
:
3
/
4
"
=
1
'
-
0
"
A
4
.
1
3
C
A
R
R
A
M
P
V
E
S
T
I
B
U
L
E
5A4.2 6A4.2
4
'
-
0
"
M
A
X
40"
34" MIN. - 38" MAX
A4.2 7 Sim
5
'
-
0
"
1'-8"
6
3
'
-
5
3
/
4
"
5
'
-
6
"
2
2
'
-
0
"
9
'
-
0
"
3'-0"
1
6
'
-
0
"
5'-0"5'-0"
7'-3"
3'-6"
7
'
-
5
"
0
'
-
6
"
2
'
-
0
"
0'-6"
1
A
4
.
2
5
A
4
.
2
6
A
4
.
2
5
'
-
1
"
0
'
-
6
"
5
'
-
0
"
1
"
/
1
'
-
0
"
1
"
/
1
'
-
0
"
[
N
o
S
l
o
p
e
]
[
N
o
S
l
o
p
e
]
S
L
O
P
E
S
L
O
P
E
3'-0"
6
1
A
4
.
2
0
'
-
6
"
3
'
-
0
"
0
'
-
6
"
3
'
-
0
"
0
'
-
6
"
34" MIN. - 38" MAX
40"
A
4
.
2
7
S
i
m
1
A
4
.
2
34" MIN. - 38" MAX
0'-4" TYP.
4
'
-
0
"
M
A
X
1
.
0
%
S
L
O
P
E
O
N
T
R
E
A
D
E
Q
U
A
L
R
I
S
E
R
S
W
I
T
H
1
2
"
T
R
E
A
D
N
O
S
E
T
O
N
O
S
E
0'-5"
0
'
-
1
"
T
R
E
A
D
H
E
I
G
H
T
6
1
/
2
"
+
/
-
40"
0'-5"
TYP.
0'-4"
34" MIN. - 38" MAX
0'-4"
1
1
/
2
"
S
U
R
F
A
C
E
O
F
R
A
M
P
O
R
S
T
A
I
R
S
1
1
/
2
"
O
.
D
.
S
T
A
I
N
L
E
S
S
S
T
E
E
L
T
O
P
R
A
I
L
1
1
/
2
"
O
.
D
.
S
T
A
I
N
L
E
S
S
S
T
E
E
L
H
A
N
D
R
A
I
L
1
/
2
"
O
.
D
.
S
T
A
I
N
L
E
S
S
S
T
E
E
L
H
A
N
D
R
A
I
L
S
U
P
P
O
R
T
S
E
C
U
R
E
H
A
N
D
R
A
I
L
S
T
O
P
O
S
T
S
1
"
O
.
D
.
S
T
A
I
N
L
E
S
S
S
T
E
E
L
P
I
P
E
T
Y
P
.
1
"
O
.
D
.
S
T
A
I
N
L
E
S
S
S
T
E
E
L
P
O
S
T
C
O
R
E
D
R
I
L
L
O
R
P
R
O
V
I
D
E
2
"
D
I
A
X
6
"
L
O
N
G
G
A
L
V
.
S
T
E
E
L
P
I
P
E
S
L
E
E
V
E
-
T
Y
P
.
F
I
L
L
W
I
T
H
N
O
N
-
S
H
R
I
N
K
G
R
O
U
T
.
C
R
O
W
N
T
O
P
R
E
V
E
N
T
P
O
N
D
I
N
G
W
A
T
E
R
A
R
O
U
N
D
B
A
S
E
O
F
P
I
P
E
2
'
-
3
"
7
'
-
6
"
6
'
-
0
"
0'-6"15'-7 3/4"0'-6"
2
A
4
.
2
0'-4"0'-5"0'-4" TYP.
4
'
-
0
"
M
A
X
34" MIN. - 38" MAX
40"
E
Q
U
A
L
R
I
S
E
R
S
W
I
T
H
1
5
"
T
R
E
A
D
N
O
S
E
T
O
N
O
S
E
1
.
0
%
S
L
O
P
E
O
N
T
R
E
A
D
0
'
-
1
"
T
R
E
A
D
H
E
I
G
H
T
5
1
/
2
"
+
/
-
I
D
A
HO FALL S,
OHADI
L
E
AR.1116
T A T TTE O F
INL.
S CS O S HL
A
DI
T
N
O
O
RE
N
C
I
E
S AD
C
I
ETHC990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A
P
R
O
J
E
C
T
N
O
.
D
A
T
E
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
R
E
V
I
S
I
O
N
S
PROJECT:
SHEET TITLE:
architects
A R C H I T E C T U R E P L A N N I N G I N T E R I O R S
nbw p.a.
4/9/18
4/10/2018 1:53:30 PM C:\Users\nhansen\Documents\16058 - TAYLOR CHEVROLET_2018_nhansen.rvt
A
4
.
2
1
6
0
5
8
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
STAIR PLANS, SECTIONS, DETAILS
M
A
R
C
H
2
0
1
8
N
R
H
S
L
N
REMODEL FOR:
REXBURG, ID 83440
SCALE: 1/2" = 1'-0"A4.2 1SECTION
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A
4
.
2
3
N
O
R
T
H
S
T
A
I
R
S
A
N
D
R
A
M
P
S
C
A
L
E
:
1
/
2
"
=
1
'
-
0
"
A
4
.
2
5
S
E
C
T
I
O
N
S
C
A
L
E
:
1
/
2
"
=
1
'
-
0
"
A
4
.
2
6
S
E
C
T
I
O
N
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
4
.
2
7
D
E
T
A
I
L
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A
4
.
2
4
E
N
T
R
Y
S
T
A
I
R
S
S
C
A
L
E
:
1
/
2
"
=
1
'
-
0
"
A
4
.
2
2
S
E
C
T
I
O
N
REPAIR SHOP LE
V
E
L
10
0
'
-
0
"
OFFICE LE
V
E
L
10
3
'
-
2
"
39'-6"C19'-0"C1 R4R13" / 1'-0"ELEV. 118'-10"ELEV. 110'-8"ELEV. 119'-9" T.O. PARAPETELEV. 119'-9" T.O. PARAPET603603603901603906901904712807807306724906906207211219 A8.2 3A8.2 2623A6.2 U 602 ELEV. 119'-0" T.O. ROOFELEV. 118'-5 1/2" B.O. DECK 1/4" / 1'-0"ELEV. 109'-5 1/2"A6.2 Y A6.2 AA A6.2 CC629
R
E
P
A
I
R
S
H
O
P
L
E
V
E
L
1
0
0
'
-
0
"
O
F
F
I
C
E
L
E
V
E
L
1
0
3
'
-
2
"
R
1
1
/
4
"
/
1
'
-
0
"
R
2
3
"
/
1
'
-
0
"
6
0
3
6
0
3
9
0
1
6
0
3
7
2
4
5
1
0
9
0
1
9
0
4
9
0
6
8
0
7
2
0
7
2
1
1
2
1
7
2
1
6
6
0
2
2
2
2
2
2
2
5
1
4
9
0
4
5
3
1
5
3
1
9
0
1
E
L
E
V
.
1
1
8
'
-
1
0
"
R
3
9
'
-
6
"
C
1
6
0
3
7
2
4
7
2
4
6
0
3
6
0
3
8
0
7
3
0
3
5
2
3
5
1
0
9
0
1
A
5
.
1
1
4
A
5
.
1
1
5
A
6
.
2
X
A
8
.
2
1
E
L
E
V
.
1
1
0
'
-
8
"
R
E
P
A
I
R
S
H
O
P
L
E
V
E
L
1
0
0
'
-
0
"
O
F
F
I
C
E
L
E
V
E
L
1
0
3
'
-
2
"
4
R
1
2
1
9
2
2
2
9
0
1
9
0
4
9
0
4
2
2
2
9
2
3
8
0
7
6
0
2
6
0
2
9
0
1
9
0
4
9
0
4
9
0
1
6
0
3
7
2
4
2
2
2
3
0
3
C
O
N
C
R
E
T
E
1
/
2
"
E
X
P
A
N
S
I
O
N
M
A
T
E
R
I
A
L
D
O
W
E
L
A
5
.
1
1
6
I
D
A
HO FALL S,
OHADI
L
E
AR.1116
T A T TTE O F
INL.
S CS O S HL
A
DI
T
N
O
O
RE
N
C
I
E
S AD
C
I
ETHC990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A
P
R
O
J
E
C
T
N
O
.
D
A
T
E
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
R
E
V
I
S
I
O
N
S
PROJECT:
SHEET TITLE:
architects
A R C H I T E C T U R E P L A N N I N G I N T E R I O R S
nbw p.a.
4/9/18
4/10/2018 1:53:31 PM C:\Users\nhansen\Documents\16058 - TAYLOR CHEVROLET_2018_nhansen.rvt
A
4
.
3
1
6
0
5
8
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
WALL SECTIONS
M
A
R
C
H
2
0
1
8
N
R
H
S
L
N
REMODEL FOR:
REXBURG, ID 83440
SCALE: 3/4" = 1'-0"A4.3 1CAR RAMP SECTION
K
E
Y
N
O
T
E
L
E
G
E
N
D
2
0
7
E
X
G
C
O
N
C
R
E
T
E
S
L
A
B
2
1
1
E
X
G
C
M
U
W
A
L
L
2
1
6
E
X
G
S
T
E
E
L
J
O
I
S
T
2
1
7
E
X
G
S
T
E
E
L
B
E
A
M
2
1
9
E
X
G
S
I
N
G
L
E
P
L
Y
R
O
O
F
2
2
2
E
X
G
S
T
R
U
C
T
U
R
E
3
0
3
R
E
I
N
F
O
R
C
E
D
C
O
N
C
R
E
T
E
S
L
A
B
-
S
E
E
S
T
R
U
C
.
3
0
6
R
E
I
N
F
O
R
C
E
D
C
O
N
C
R
E
T
E
R
A
M
P
-
S
E
E
S
T
R
U
C
T
.
5
1
0
S
T
E
E
L
T
U
B
E
-
S
E
E
S
T
R
U
C
T
.
5
1
4
S
T
E
E
L
A
N
G
L
E
-
S
E
E
S
T
R
U
C
T
.
5
2
3
S
T
E
E
L
C
O
L
U
M
N
-
S
E
E
S
T
R
U
C
T
.
5
3
1
C
L
I
P
-
S
E
E
S
T
R
U
C
T
.
6
0
2
1
/
2
"
S
H
E
A
T
H
I
N
G
6
0
3
3
/
4
"
S
H
E
A
T
H
I
N
G
6
2
3
2
x
4
F
R
A
M
I
N
G
6
2
9
L
V
L
H
E
A
D
E
R
-
S
E
E
S
T
R
U
C
T
.
7
1
2
P
R
E
-
F
I
N
I
S
H
E
D
C
O
N
T
.
M
E
T
A
L
C
A
P
&
C
L
E
A
T
O
V
E
R
7
2
4
A
C
M
P
A
N
E
L
8
0
7
A
L
U
M
I
N
U
M
S
T
O
R
E
F
R
O
N
T
S
Y
S
T
E
M
9
0
1
3
-
5
/
8
"
M
E
T
A
L
S
T
U
D
F
R
A
M
I
N
G
9
0
4
S
T
E
E
L
T
R
A
C
K
9
0
6
5
/
8
"
F
I
N
I
S
H
E
D
G
Y
P
.
B
O
A
R
D
9
2
3
7
/
8
"
F
U
R
R
I
N
G
C
H
A
N
N
E
L
S
C
A
L
E
:
3
/
4
"
=
1
'
-
0
"
S
E
C
T
I
O
N
S
C
A
L
E
:
3
/
4
"
=
1
'
-
0
"
S
E
C
T
I
O
N
1
1
E
Q
E
Q
E
Q
E
Q
3
2
'
-
0
1
/
2
"
T
T
T
3
0
3
3
0
5
7'-6"
E
Q
3
0
4
T
T
T
1
E
Q
3
'
-
0
"
3
'
-
0
"
0
'
-
9
3
/
4
"
0
'
-
9
3
/
4
"
T
T
T
T
T
T
3'-0"
3
3
3
1
0
5
0
'
-
9
3
/
4
"
11 1
1
TTTTT
T
1 1 3'-0"3'-0"3'-0"
3
'
-
0
"
4'-2 1/4"2'-0 7/8"3'-0"3'-4 3/4"3'-4 3/4"
3
'
-
4
3
/
4
"
0'-9 3/4"1'-1 3/8"0'-9 3/4"0'-9 3/4"0'-9 3/4"7'-6"
1
313312311310309
3
0
8
3
0
7
0
'
-
9
3
/
4
"
3
'
-
0
"
3
'
-
8
3
/
4
"
2
'
-
1
0
"
0
'
-
7
3
/
8
"
3
0
6
TTTTT
T
3'-0"1133333
3
3
3
1
1
3
1
1
5
1
3
'
-
0
"
E
Q
E
Q
0
'
-
7
1
/
2
"
7'-6"
3
1
6
T
T
T
T
3'-0"
3
1
1
7
1
3'-6"3'-6"
3
3
6
4
6
5
M
I
L
L
W
O
R
K
O
P
E
N
1
2
5
I
N
T
E
R
I
O
R
K
E
Y
N
O
T
E
S
1
.
P
A
I
N
T
E
D
G
Y
P
S
U
M
-
S
E
E
F
I
N
I
S
H
P
L
A
N
2
.
P
A
I
N
T
E
D
C
M
U
-
S
E
E
F
I
N
I
S
H
P
L
A
N
3
.
6
"
B
A
S
E
-
S
E
E
F
I
N
I
S
H
P
L
A
N
4
.
H
I
G
H
P
R
E
S
S
U
R
E
L
A
M
I
N
A
T
E
P
L
-
2
5
.
W
O
O
D
G
R
A
I
N
L
A
M
I
N
A
T
E
P
L
-
1
6
.
H
I
G
H
P
R
E
S
S
U
R
E
L
A
M
I
N
A
T
E
P
L
-
4
7'-6"
T
T
3
1
5
1
1
2
'
-
0
3
/
4
"
3
'
-
0
"
E
Q
E
Q
T
T
3'-0"
1
0
6
17'-6"EQEQ 11'-7 1/2"3'-0"0'-6"TT TT3193'-0"119 10'-7"1 EQEQEQTTTTTT3203'-0"7'-6"
G
E
N
E
R
A
L
N
O
T
E
S
1
.
A
L
L
G
L
A
Z
I
N
G
T
O
B
E
C
L
E
A
R
.
2
.
=
T
E
M
P
E
R
E
D
G
L
A
Z
I
N
G
.
3
.
A
L
L
S
T
O
R
E
F
R
O
N
T
T
O
B
E
A
N
O
D
I
Z
E
D
A
L
U
M
I
N
U
M
T
O
M
A
T
C
H
E
X
I
S
T
I
N
G
T
7'-6"EQTT3006'-2"EQTT0'-10"MATCH EXISTING101T301A7'-6"TMATCH EXISTING 4'-0"3
0
1
B
T 7'-6"T 4
'
-
0
"
MATCH EXISTING
3
1
4
7'-6"
1
'
-
1
1
1
/
4
"
3
'
-
0
"
1
'
-
6
1
/
4
"
T
T
T
T
MATCH EXISTING
1
0
4
8'-0"0'-9 1/2"318114A 3'-0"8'-10"11'-10"
3
1
7
7'-6"
MATCH EXISTING
1
1
'
-
1
0
"
2
'
-
1
1
3
/
4
"
8'-0"
T
T
1
T
T
1
1
4
3
'
-
0
"
8
'
-
1
0
"
3
0
2
7'-6"
MATCH EXISTING
1
9
'
-
5
"
0
'
-
9
1
/
4
"
E
Q
6
'
-
2
"
E
Q
0
'
-
9
1
/
4
"
T
T
T
T
T
T
T
T
1
0
2
I
D
A
HO FALL S,
OHADI
L
E
AR.1116
T A T TTE O F
INL.
S CS O S HL
A
DI
T
N
O
O
RE
N
C
I
E
S AD
C
I
ETHC990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A
P
R
O
J
E
C
T
N
O
.
D
A
T
E
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
R
E
V
I
S
I
O
N
S
PROJECT:
SHEET TITLE:
architects
A R C H I T E C T U R E P L A N N I N G I N T E R I O R S
nbw p.a.
4/9/18
4/10/2018 1:53:34 PM C:\Users\nhansen\Documents\16058 - TAYLOR CHEVROLET_2018_nhansen.rvt
A
5
.
0
1
6
0
5
8
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
INTERIOR ELEVATIONS
M
A
R
C
H
2
0
1
8
N
R
H
S
L
N
REMODEL FOR:
REXBURG, ID 83440
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A
5
.
0
7
E
L
E
V
A
T
I
O
N
/
S
T
O
R
E
F
R
O
N
T
SCALE: 1/4" = 1'-0"A5.0 5ELEVATION/STOREFRONT
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A
5
.
0
1
0
S
T
O
R
E
F
R
O
N
T
3
1
6
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A
5
.
0
1
1
E
L
E
V
A
T
I
O
N
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A
5
.
0
6
S
T
O
R
E
F
R
O
N
T
3
1
5
SCALE: 1/4" = 1'-0"A5.0 8STOREFRONT 319SCALE: 1/4" = 1'-0"A5.0 9STOREFRONT 320 SCALE: 1/4" = 1'-0"A5.0 1STOREFRONT 300SCALE: 1/4" = 1'-0"A5.0 2STOREFRONT 301ASCALE:
1
/
4
"
=
1
'
-
0
"
A5.0 3STOR
E
F
R
O
N
T
3
0
1
B
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A
5
.
0
1
2
S
T
O
R
E
F
R
O
N
T
3
1
4
SCALE: 1/4" = 1'-0"A5.0 14CAR RAMP VESTIBULE
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A
5
.
0
1
3
S
T
O
R
E
F
R
O
N
T
3
1
7
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A
5
.
0
4
S
T
O
R
E
F
R
O
N
T
3
0
2
4
M
M
A
C
M
P
A
N
E
L
0'-0 1/2"
SHIM AS REQUIRED#12 - 11X1 1/2"TYPE A SCREW 3/4" SHEATHINGMOISTURE BARRIER#8 - 18X3/4"TEK SCREW
0
'
-
2
1
/
4
"
SEE ELEVATIONS VARIESALUMINUM STOREFRONT FRAME1/2" GYPSUM SHEATHING3 5/8" METAL STUD1/2" GYPSUM SHEATHINGEXISTING WALL SEALANT SEALANT EXISTING COLUMN WHERE OCCURS
A
C
M
P
A
N
E
L
3
/
4
"
S
H
E
A
T
H
I
N
G
3
5
/
8
"
M
E
T
A
L
S
T
U
D
B
A
S
E
P
L
A
T
E
1
0
x
1
0
H
S
S
8
X
8
C
O
L
U
M
N
2'-0"
2
'
-
0
"
0
'
-
1
"
0
'
-
3
"
5
A
5
.
1
S
i
m
6
"
G
R
A
V
E
L
C
O
N
C
R
E
T
E
P
I
E
R
C
O
L
U
M
N
F
O
O
T
I
N
G
6
"
I
.
D
.
S
T
A
N
D
A
R
D
S
T
E
E
L
P
I
P
E
(
G
A
L
V
A
N
I
Z
E
D
)
-
F
I
L
L
E
D
W
/
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
R
E
M
O
V
E
A
B
L
E
C
O
V
E
R
1'-0"2'-0"4'-6"
P
R
E
P
A
R
E
D
S
O
I
L
B
A
S
E
2
'
-
0
"
D
I
A
1'-7 1/2"CONCRETE PIER ACM PANEL 3 5/8" METAL STUDHSS 8X8 COLUMNBASE PLATE 10x10 3/4" SHEATHING0'-6"0'-2 1/4"
3'-6"
5
'
-
0
"
1
'
-
8
"
1'-0"
0'-8"
4
'
-
6
"
A
C
M
P
A
N
E
L
3
/
4
"
S
H
E
A
T
H
I
N
G
0'-3"0'-3"
0
'
-
3
"
0'-10"14X14 COLUM
N
6
"
M
E
T
A
L
S
T
U
D
7
'
-
6
"
S
T
E
E
L
T
U
B
E
-
S
E
E
S
T
R
U
C
T
U
R
A
L
3
/
4
"
S
H
E
A
T
H
I
N
G
A
C
M
P
A
N
E
L
0'-3"
0
'
-
3
"
5
'
-
3
"
S
T
E
E
L
T
U
B
E
-
S
E
E
S
T
R
U
C
T
U
R
A
L
3
/
4
"
S
H
E
A
T
H
I
N
G
S
T
E
E
L
T
U
B
E
-
S
E
E
S
T
R
U
C
T
U
R
A
L
R
3
3
/
4
"
S
H
E
A
T
H
I
N
G
S
L
O
P
E
2
%
M
A
X
.
3
'
-
0
"
A
G
G
R
E
G
A
T
E
B
A
S
E
C
O
M
P
A
C
T
E
D
S
U
B
G
R
A
D
E
A
S
P
H
A
L
T
P
A
V
I
N
G
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
0'-7 7/8"
3"
9" MIN.
E
X
I
S
T
I
N
G
C
M
U
W
I
T
H
E
I
F
S
1
/
2
"
E
X
P
A
N
S
I
O
N
M
A
T
E
R
I
A
L
.
D
O
W
E
L
MIN.
0'-8 1/8"
0
'
-
5
3
/
8
"
3/4" SHEATHING 3 5/8" METAL STUDALUMINUM SOFFITATTACHMENT PER MANUF. RECOMMENDATIONSACM PANEL 3/4" SHEATHING0'-3"0'-0 5/8"0'-1"ALUMINUM REVEAL 5/8" GYPSUM 3 5/8" METAL STUDFASTENERS PER MANUF. RECOMMENDATION EXISTING WIND
O
W
EXISTING EXT. F
R
A
M
E
EXISTING WOOD
B
L
O
C
K
I
N
G
EXISTING CMU
W
A
L
L
W
I
T
H
E
I
F
S
5
/
8
"
G
Y
P
S
U
M
R
E
T
U
R
N
3
5
/
8
"
M
E
T
A
L
S
T
U
D
B
A
T
T
I
N
S
U
L
A
T
I
O
N
5
/
8
"
G
Y
P
S
U
M
S
T
O
R
E
F
R
O
N
T
S
Y
S
T
E
M
L
M
E
T
A
L
T
R
I
M
(
B
O
T
H
S
I
D
E
S
)
5
/
8
"
G
Y
P
S
U
M
3
5
/
8
"
M
E
T
A
L
S
T
U
D
B
A
T
T
I
N
S
U
L
A
T
I
O
N
1
/
2
"
S
H
E
A
T
H
I
N
G
A
L
U
M
I
N
U
M
F
L
A
S
H
I
N
G
F
C
H
A
N
N
E
L
T
O
M
A
T
C
H
S
O
F
F
I
T
P
A
N
E
L
S
S
O
F
F
I
T
P
A
N
E
L
S
F
U
R
R
I
N
G
C
H
A
N
N
E
L
S
E
X
I
S
T
I
N
G
S
T
R
U
C
T
U
R
E
S
E
A
L
A
N
T
(
B
O
T
H
S
I
D
E
S
)
1/4"
M
I
R
R
O
R
C
E
R
A
M
I
C
W
A
L
L
T
I
L
E
2
4
G
.
A
.
S
T
A
I
N
L
E
S
S
S
T
E
E
L
C
H
A
N
N
E
L
-
W
R
A
P
P
L
Y
W
O
O
D
B
O
R
D
E
R
J
O
I
N
T
S
E
A
L
A
N
T
5
/
8
"
G
Y
P
S
U
M
B
O
A
R
D
1
/
2
"
P
L
Y
W
O
O
D
M
A
T
C
H
T
I
L
E
&
G
R
O
U
T
W
I
D
T
H
S
T
O
R
E
F
R
O
N
T
S
Y
S
T
E
M
L
M
E
T
A
L
T
R
I
M
(
B
O
T
H
S
I
D
E
S
)
5
/
8
"
G
Y
P
S
U
M
3
5
/
8
"
M
E
T
A
L
S
T
U
D
B
A
T
T
I
N
S
U
L
A
T
I
O
N
1
/
2
"
S
H
E
A
T
H
I
N
G
A
L
U
M
I
N
U
M
F
L
A
S
H
I
N
G
E
X
I
S
T
I
N
G
S
T
R
U
C
T
U
R
E
S
E
A
L
A
N
T
(
B
O
T
H
S
I
D
E
S
)
A
C
M
P
A
N
E
L
3
/
4
"
S
H
E
A
T
H
I
N
G
SINGLE PLY MEMBRANE FLASHING STRIP 3/4" SHEATHINGHOT-AIR WELD TERMINATION BAR - ATTACH TO T.O. DECK FLUTESINGLE PLY MEMBRANE METAL STUD1/2" COVER BOARD ACM PANEL - ATTACHMENT PERMANUF. RECOMMENDATIONRIGID INSULATION 3/4" SHEATHING AIR/VAPOR BARRIER PRE FIN. METAL FLASHING W/45 BEND @ TOPANCHORS @ 12" O.C.PRE-FIN. METAL FLASHING FILL WITH CAULKBATT INSULATION3 5/8" METAL STUD1/2" SHEATHING7/8" FURRING CHANNELSSOFFIT PANELSJ CHANNEL TO MATCH SOFFIT PANELSALUMINUM FLASHING STOREFRONT SYSTEMSEALANT (BOTH SIDES)L METAL TRIM (BOTH SIDES)ACM PANEL 3/4" SHEATHING 3 5/8" METAL STUD 1/2" SHEATHING
3
/
4
"
S
H
E
A
T
H
I
N
G
3
5
/
8
"
M
E
T
A
L
S
T
U
D
3
5
/
8
"
M
E
T
A
L
S
T
U
D
S
O
F
F
I
T
P
A
N
E
L
A
L
U
M
I
N
U
M
F
L
A
S
H
I
N
G
A
C
M
P
A
N
E
L
F
C
H
A
N
N
E
L
T
O
M
A
T
C
H
S
O
F
F
I
T
C
L
I
P
-
S
E
E
S
T
R
U
C
T
U
R
A
L
E
X
I
S
T
I
N
G
A
L
U
M
I
N
U
M
T
R
I
M
E
X
I
S
T
I
N
G
A
L
U
M
I
N
U
M
S
T
O
R
E
F
R
O
N
T
E
X
I
S
T
I
N
G
A
L
U
M
I
N
U
M
S
T
O
R
E
F
R
O
N
T
A
C
M
P
A
N
E
L
3
/
4
"
S
H
E
A
T
H
I
N
G
3
/
4
"
S
H
E
A
T
H
I
N
G
3
/
4
"
S
H
E
A
T
H
I
N
G
3
/
4
"
S
H
E
A
T
H
I
N
G
E
I
F
S
T
O
M
A
T
C
H
E
X
I
S
T
I
N
G
A
C
M
P
A
N
E
L
S
O
F
F
I
T
P
A
N
E
L
F
U
R
R
I
N
G
C
H
A
N
N
E
L
3
/
4
"
S
H
E
A
T
H
I
N
G
E
X
I
S
T
I
N
G
C
O
L
U
M
N
S
O
F
F
I
T
P
A
N
E
L
A
C
M
P
A
N
E
L
3
/
4
"
S
H
E
A
T
H
I
N
G
E
I
F
S
T
O
M
A
T
C
H
E
X
I
S
T
I
N
G
0'-6"
I
D
A
HO FALL S,
OHADI
L
E
AR.1116
T A T TTE O F
INL.
S CS O S HL
A
DI
T
N
O
O
RE
N
C
I
E
S AD
C
I
ETHC990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A
P
R
O
J
E
C
T
N
O
.
D
A
T
E
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
R
E
V
I
S
I
O
N
S
PROJECT:
SHEET TITLE:
architects
A R C H I T E C T U R E P L A N N I N G I N T E R I O R S
nbw p.a.
4/9/18
4/10/2018 1:53:35 PM C:\Users\nhansen\Documents\16058 - TAYLOR CHEVROLET_2018_nhansen.rvt
A
5
.
1
1
6
0
5
8
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
DETAILS
M
A
R
C
H
2
0
1
8
N
R
H
S
L
N
REMODEL FOR:
REXBURG, ID 83440
SCALE: 3" = 1'-0"A5.1 2DETAILSCALE: 3" = 1'-0"A5.1 1DETAIL
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
5
.
1
4
E
N
L
A
R
G
E
D
V
I
E
W
S
C
A
L
E
:
1
/
2
"
=
1
'
-
0
"
A
5
.
1
7
D
E
T
A
I
L
SCALE: 1 1/2" = 1'-0"A5.1 5SECTIONSCALE: 1" = 1'-0
"
A5.1 6ENLARGED
V
I
E
W
S
C
A
L
E
:
1
"
=
1
'
-
0
"
A
5
.
1
3
S
E
C
T
I
O
N
S
C
A
L
E
:
1
"
=
1
'
-
0
"
A
5
.
1
8
S
I
D
E
W
A
L
K
SCALE: 1 1/2" = 1'-0"A5.1 9DETAILSCALE: 3" = 1'-0"A5.1 10DETAIL
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
5
.
1
1
1
D
E
T
A
I
L
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
5
.
1
1
2
D
E
T
A
I
L
S
C
A
L
E
:
3
"
=
1
'
-
0
"
A
5
.
1
1
3
D
E
T
A
I
L
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
5
.
1
1
4
D
E
T
A
I
L
SCALE: 1 1/2" = 1'-0"A5.1 15DETAILSCALE: 1 1/2" = 1'-0"A5.1 16DETAIL
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
5
.
1
1
7
D
E
T
A
I
L
S
C
A
L
E
:
1
"
=
1
'
-
0
"
A
5
.
1
1
8
D
E
T
A
I
L
S
C
A
L
E
:
3
/
4
"
=
1
'
-
0
"
A
5
.
1
1
9
S
E
C
T
I
O
N
48 7'-0"8'-0"9 555
5
5
8
7
6
8'-0"2'-10"2'-8"2'-6"4'-0"0'-4"0'-2"5'-4"
1
2
12
7
'
-
0
"
A
5
.
2
1
A
5
.
2
2
4
A
5
.
2
6
.
4
B
1'-9 1/2"
2'-4"
4
'
-
0
"
1'-0"
5
'
-
4
"
4
1
'
-
9
1
/
2
"
1
X
B
A
S
E
F
R
A
M
I
N
G
D
O
O
R
W
I
T
H
P
U
L
L
D
O
O
R
W
I
T
H
P
U
L
L
0
'
-
3
"
0'-2"
1
'
-
8
"
1
'
-
0
"
5
/
8
"
G
Y
P
S
U
M
3
5
/
8
"
M
E
T
A
L
S
T
U
D
5
/
8
"
G
Y
P
S
U
M
6
6
.
4
B
5
9
9
9
9
5
/
8
"
B
A
C
K
E
R
B
O
A
R
D
S
T
U
D
B
L
O
C
K
I
N
G
A
5
.
1
1
0
S
i
m
5
3
/
4
"
A
D
J
U
S
T
A
B
L
E
S
H
E
L
F
3
/
4
"
A
D
J
U
S
T
A
B
L
E
S
H
E
L
F
2
F
H
3
B
E
1
F
H
3
C
D
1
1
B
S
H
I
M
A
S
R
E
Q
.
F
O
R
T
I
L
E
-
S
E
E
1
3
/
A
5
.
1
1'-6"5'-0 5/8"1'-6"
0'-6"
3'-0"
A
5
.
2
D
C
W
4
W
1
W
1
W
1
F
2
B
2
W
4
W
1
W
1
W
1
F
2
B
2
6
.
4
A
A
5
.
2
F
E
U
N
I
S
E
X
1
2
2
W
O
M
E
N
S
1
2
3
H
G
15" -48"
R
E
S
T
R
O
O
M
A
.
D
R
I
N
K
I
N
G
F
O
U
N
T
A
I
N
B
.
M
I
R
R
O
R
C
.
P
A
P
E
R
T
O
W
E
L
D
I
S
P
E
N
S
E
R
D
.
S
O
A
P
D
I
S
P
E
N
S
E
R
E
.
S
I
N
K
(
P
I
P
E
S
W
R
A
P
P
E
D
)
F
.
W
A
T
E
R
C
L
O
S
E
T
G
.
G
R
A
B
B
A
R
H
.
T
O
I
L
E
T
P
A
P
E
R
H
O
L
D
E
R
J
.
S
I
G
N
A
G
E
A
B
C
D
E
F
G
H
J
A
N
S
I
M
O
U
N
T
I
N
G
H
E
I
G
H
T
S
38"
44" MAX
44"MAX.
34"
17" -19"
48"
36" MAX
27"
33"- 36"
S
E
E
P
L
A
N
W
A
L
L
K
.
U
R
I
N
A
L
21"
K
18" MIN
3
9
"
-
4
1
"
39" - 41"
F
G
H
1
3
1
1
C
D
G
F
H
B
E
1
3
1
1
S
H
I
M
A
S
R
E
Q
.
F
O
R
T
I
L
E
-
S
E
E
1
3
/
A
5
.
1
C
D
G
F
H
B
E
1
3
1
1
S
H
I
M
A
S
R
E
Q
.
F
O
R
T
I
L
E
-
S
E
E
1
3
/
A
5
.
1
F
G
H
2
3
W
A
L
L
F
I
N
I
S
H
W
1
T
E
X
T
U
R
E
D
/
P
A
I
N
T
E
D
G
Y
P
.
B
O
A
R
D
-
P
1
W
2
T
E
X
T
U
R
E
D
/
P
A
I
N
T
E
D
G
Y
P
.
B
O
A
R
D
-
A
C
C
E
N
T
P
A
I
N
T
-
P
7
W
3
T
E
X
T
U
R
E
D
/
P
A
I
N
T
E
D
G
Y
P
.
B
O
A
R
D
-
A
B
O
V
E
S
T
O
R
E
F
R
O
N
T
-
P
1
W
4
P
A
I
N
T
E
D
C
M
U
-
P
1
W
5
P
A
I
N
T
E
D
E
I
F
S
-
E
P
1
F
L
O
O
R
F
I
N
I
S
H
F
1
C
A
R
P
E
T
-
C
1
F
2
P
O
R
C
E
L
A
I
N
T
I
L
E
-
P
T
2
F
3
E
P
O
X
Y
-
E
X
1
F
4
E
N
T
R
A
N
C
E
M
A
T
T
I
N
G
F
5
S
E
A
L
E
D
C
O
N
C
R
E
T
E
B
A
S
E
F
I
N
I
S
H
B
1
V
I
N
Y
L
W
A
L
L
B
A
S
E
-
V
B
1
-
T
O
M
A
T
C
H
P
1
V
I
N
Y
L
W
A
L
L
B
A
S
E
-
V
B
7
-
T
O
M
A
T
C
H
P
7
B
2
P
O
R
C
E
L
A
I
N
B
A
S
E
B
3
R
U
B
B
E
R
B
A
S
E
F
I
N
I
S
H
S
C
H
E
D
U
L
E
K
E
Y
L
E
F
T
W
A
L
L
B
O
T
T
O
M
W
A
L
L
R
I
G
H
T
W
A
L
L
F
L
O
O
R
F
I
N
I
S
H
T
O
P
W
A
L
L
B
A
S
E
1'-3"4'-5"6'-6 1/2"CADILLAC ARTS AND SCIENCE DISPLAY- BY OWNER10'-9"2'-2 1/2"2'-0"
2'-0"
A5.212
1'-6"5'-2 5/8"1'-6"
A
5
.
2
B
A
3'-0"
0'-6"
W
4
W
1
W
1
W
1
F
2
B
2
6
.
4
A
6
.
4
A
6
.
6
A
U
N
I
S
E
X
1
0
7
I
N
T
E
R
I
O
R
K
E
Y
N
O
T
E
S
1
.
P
A
I
N
T
E
D
G
Y
P
S
U
M
-
S
E
E
F
I
N
I
S
H
S
C
H
E
D
U
L
E
2
.
E
X
I
S
T
I
N
G
C
M
U
-
S
K
I
M
C
O
A
T
,
T
E
X
T
U
R
E
A
N
D
P
A
I
N
T
3
.
6
"
P
O
R
C
E
L
A
I
N
T
I
L
E
B
A
S
E
P
T
-
2
4
.
M
O
N
I
T
O
R
5
.
W
O
O
D
G
R
A
I
N
L
A
M
I
N
A
T
E
P
L
-
1
6
.
G
L
A
S
S
T
I
L
E
B
A
C
K
S
P
L
A
S
H
G
T
-
1
7
.
G
R
A
N
I
T
E
C
O
M
P
O
S
I
T
E
G
R
-
1
8
.
H
I
G
H
P
R
E
S
S
U
R
E
L
A
M
I
N
A
T
E
P
L
-
4
9
.
C
L
E
A
R
A
N
O
D
I
Z
E
D
A
L
U
M
I
N
U
M
1
0
.
H
I
G
H
P
R
E
S
S
U
R
E
L
A
M
I
N
A
T
E
P
L
-
2
1
1
.
T
I
L
E
W
A
I
N
S
C
O
T
5
8
"
H
I
G
H
1
2
.
S
C
H
L
U
T
E
R
S
Y
S
T
E
M
S
S
C
H
I
E
N
E
A
L
U
M
I
N
U
M
T
I
L
E
E
D
G
E
T
R
I
M
3'-6"
1
0
'
-
8
"
5
8
8
1
0
0'-2"0'-2"0'-4"
2
'
-
8
"
1
/
2
"
S
H
E
A
T
H
I
N
G
M
E
T
A
L
S
T
U
D
2
X
B
L
O
C
K
I
N
G
0'-4"0'-2"
3'-6"
1
/
2
"
S
H
E
A
T
H
I
N
G
2
X
B
L
O
C
K
I
N
G
3'-6"10'-8"1/2" SHEATHING TYP.3 5/8" METAL STUD TYP.1/2" SHEATHING TYP.STEEL ANGLEEQ EQ EQ 2'-8"10'-8"9A5.2 A5.28A5.2 10 3 5/8" METAL STUD WALL 3 5/8" METAL STUD WALLSTEEL ANGLE 2X SILL FOR FRAMED WALL OPENING
4
'
-
0
"
43" MAX
36" MAX
58"
1
1
1
3
A
E
3
1
1
B
1
E
3
1
1
B
1
I
D
A
HO FALL S,
OHADI
L
E
AR.1116
T A T TTE O F
INL.
S CS O S HL
A
DI
T
N
O
O
RE
N
C
I
E
S AD
C
I
ETHC990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A
P
R
O
J
E
C
T
N
O
.
D
A
T
E
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
R
E
V
I
S
I
O
N
S
PROJECT:
SHEET TITLE:
architects
A R C H I T E C T U R E P L A N N I N G I N T E R I O R S
nbw p.a.
4/9/18
4/10/2018 1:53:39 PM C:\Users\nhansen\Documents\16058 - TAYLOR CHEVROLET_2018_nhansen.rvt
A
5
.
2
1
6
0
5
8
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
ENLARGED PLANS AND MILLWORK
M
A
R
C
H
2
0
1
8
N
R
H
S
L
N
REMODEL FOR:
REXBURG, ID 83440
SCALE: 1/2" = 1'-0"A5.2 1ELEVATIONSCALE: 1/2" = 1'-0"A5.2 2ELEVATION
S
C
A
L
E
:
1
/
2
"
=
1
'
-
0
"
A
5
.
2
3
E
N
L
A
R
G
E
D
P
L
A
N
M
E
D
I
A
W
A
L
L
S
C
A
L
E
:
1
/
2
"
=
1
'
-
0
"
A
5
.
2
4
S
E
C
T
I
O
N
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A
5
.
2
E
E
L
E
V
A
T
I
O
N
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A
5
.
2
F
E
L
E
V
A
T
I
O
N
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A
5
.
2
5
E
N
L
A
R
G
E
D
F
L
O
O
R
P
L
A
N
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A
5
.
2
A
E
L
E
V
A
T
I
O
N
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A
5
.
2
B
E
L
E
V
A
T
I
O
N
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A
5
.
2
D
E
L
E
V
A
T
I
O
N
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A
5
.
2
C
E
L
E
V
A
T
I
O
N
SCALE: 1/4" = 1'-0"A5.2 11ENLARGED FLOOR PLA
N
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A
5
.
2
6
E
N
L
A
R
G
E
D
F
L
O
O
R
P
L
A
N
S
C
A
L
E
:
1
/
2
"
=
1
'
-
0
"
A
5
.
2
8
E
L
E
V
A
T
I
O
N
S
C
A
L
E
:
3
/
4
"
=
1
'
-
0
"
A
5
.
2
9
S
E
C
T
I
O
N
SCALE: 1/2" = 1'-0"A5.2 10ELEVATION SCALE: 1/2" = 1'-0"A5.2 7ENLARGED FLOOR PLAN
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A
5
.
2
1
2
E
L
E
V
A
T
I
O
N
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A
5
.
2
H
E
L
E
V
A
T
I
O
N
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
A
5
.
2
G
E
L
E
V
A
T
I
O
N
8
'
-
1
0
"
3'-6"
0'-4"0'-2"0'-2"
1
2
2
3
1
/
2
"
S
H
E
A
T
H
I
N
G
M
E
T
A
L
S
T
U
D
2
X
B
L
O
C
K
I
N
G
0'-4"
2'-6"
2
'
-
0
"
0'-4"0'-11"0'-6"0'-6"
3'-6"
1
'
-
0
"
0'-2"0'-2"
1
/
2
"
S
H
E
A
T
H
I
N
G
8
'
-
1
0
"
1'-0"2'-0"
2
'
-
0
"
4'-3"
6
'
-
1
0
"
6
'
-
5
"
2'-6"
2
'
-
0
"
4'-11"
4
'
-
5
"
3
A
5
.
3
4
A
5
.
3
A
5
.
3
2
3
D
R
A
W
E
R
S
3
D
R
A
W
E
R
S
4
A
5
.
3
3
D
R
A
W
E
R
3
D
R
A
W
E
R
7
A
5
.
3
8
A
5
.
3
5
6
B
R
A
C
K
E
T
S
A
5
.
3
B
R
A
C
K
E
T
S
A
5
.
3
1
0
9
M
E
T
A
L
S
T
U
D
2
X
B
L
O
C
K
I
N
G
2'-6"
0'-4"0'-11"0'-6"0'-6"
2
X
B
L
O
C
K
I
N
G
2
'
-
0
"
I
N
T
E
R
I
O
R
K
E
Y
N
O
T
E
S
1
.
W
O
O
D
G
R
A
I
N
L
A
M
I
N
A
T
E
P
L
-
1
2
.
H
I
G
H
P
R
E
S
S
U
R
E
L
A
M
I
N
A
T
E
P
L
-
4
3
.
H
I
G
H
P
R
E
S
S
U
R
E
L
A
M
I
N
A
T
E
P
L
-
2
1
2
3
1
3
3
1
2
3
2
3
'
-
0
"
M
A
X
F
I
L
E
1
2
3
2
3
1
3
3
3
2
3
F
I
L
E
2
'
-
5
"
1
/
2
"
P
L
Y
W
O
O
D
M
E
T
A
L
S
T
U
D
2
X
B
L
O
C
K
I
N
G
0'-4"
2'-6"
0'-4"0'-11"0'-6"0'-6"
2
'
-
6
"
0'-2"0'-2"
6
'
-
5
"
2'-6"
0'-4"0'-2"0'-2"
1
2
2
3
2
3
1
3
3
1
2
2
3
F
I
L
E
1
'
-
3
"
3
3
2
3
1
F
I
L
E
2
2
'
-
5
"
I
D
A
HO FALL S,
OHADI
L
E
AR.1116
T A T TTE O F
INL.
S CS O S HL
A
DI
T
N
O
O
RE
N
C
I
E
S AD
C
I
ETHC990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A
P
R
O
J
E
C
T
N
O
.
D
A
T
E
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
R
E
V
I
S
I
O
N
S
PROJECT:
SHEET TITLE:
architects
A R C H I T E C T U R E P L A N N I N G I N T E R I O R S
nbw p.a.
4/9/18
4/10/2018 1:53:40 PM C:\Users\nhansen\Documents\16058 - TAYLOR CHEVROLET_2018_nhansen.rvt
A
5
.
3
1
6
0
5
8
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
MILLWORK
M
A
R
C
H
2
0
1
8
N
R
H
S
L
N
REMODEL FOR:
REXBURG, ID 83440
S
C
A
L
E
:
1
/
2
"
=
1
'
-
0
"
A
5
.
3
2
E
L
E
V
A
T
I
O
N
S
C
A
L
E
:
3
/
4
"
=
1
'
-
0
"
A
5
.
3
3
S
E
C
T
I
O
N
S
C
A
L
E
:
1
/
2
"
=
1
'
-
0
"
A
5
.
3
1
E
N
L
A
R
G
E
D
F
L
O
O
R
P
L
A
N
S
C
A
L
E
:
3
/
4
"
=
1
'
-
0
"
A
5
.
3
4
S
E
C
T
I
O
N
S
C
A
L
E
:
1
/
2
"
=
1
'
-
0
"
A
5
.
3
5
E
L
E
V
A
T
I
O
N
S
C
A
L
E
:
1
/
2
"
=
1
'
-
0
"
A
5
.
3
6
E
L
E
V
A
T
I
O
N
S
C
A
L
E
:
3
/
4
"
=
1
'
-
0
"
A
5
.
3
7
S
E
C
T
I
O
N
S
C
A
L
E
:
1
/
2
"
=
1
'
-
0
"
A
5
.
3
8
E
L
E
V
A
T
I
O
N
S
C
A
L
E
:
1
/
2
"
=
1
'
-
0
"
A
5
.
3
9
E
L
E
V
A
T
I
O
N
S
C
A
L
E
:
1
/
2
"
=
1
'
-
0
"
A
5
.
3
1
0
E
L
E
V
A
T
I
O
N
7'-0"3'-0"7'-6"3'-0"7'-6"3'-0" 0'-2" 3'-0"B.A.E.7'-0"2'-10"F.TTTC.7'-6"2'-10"TD.
8'-0"
3
'
-
0
"
T
G
.
E
Q
E
Q
T
H
.
T
1
0
'
-
9
"
7'-0"2'-8"
J
.
4'-0"
2
'
-
1
0
"
N
O
T
U
S
E
D
7'-2"3'-4"7'-0"0'-2"0'-2" 3'-0" 0'-2"A.7'-2"3'-2"7'-0"0'-2"0'-2" 2'-10"
0
'
-
2
"
B.
C
.
D
.
7'-2"
3
'
-
0
"
7'-0"0'-2"
0
'
-
2
"
2
'
-
8
"
0
'
-
2
"
4'-2"
3
'
-
2
"
4'-0"0'-2"
0
'
-
2
"
2
'
-
1
0
"
0
'
-
2
"
4'-0"6'-10"3'-7"6'-5"3'-2"A.ALUMINUM STOREFRONT FRAME
I
D
A
HO FALL S,
OHADI
L
E
AR.1116
T A T TTE O F
INL.
S CS O S HL
A
DI
T
N
O
O
RE
N
C
I
E
S AD
C
I
ETHC990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A
P
R
O
J
E
C
T
N
O
.
D
A
T
E
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
R
E
V
I
S
I
O
N
S
PROJECT:
SHEET TITLE:
architects
A R C H I T E C T U R E P L A N N I N G I N T E R I O R S
nbw p.a.
4/9/18
4/10/2018 1:53:41 PM C:\Users\nhansen\Documents\16058 - TAYLOR CHEVROLET_2018_nhansen.rvt
A
6
.
1
1
6
0
5
8
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
DOOR & WINDOW SCHEDULE
M
A
R
C
H
2
0
1
8
N
R
H
S
L
N
REMODEL FOR:
REXBURG, ID 83440
D
O
O
R
S
C
H
E
D
U
L
E
DOOR NUMBER
D
O
O
R
H
A
N
D
I
N
G
L
O
C
A
T
I
O
N
S
I
Z
E
SINGLE OR PAIR
DOOR TYPE
FRAME TYPE
F
R
A
M
E
M
A
T
E
R
I
A
L
R
E
M
A
R
K
S
HARDWARE GROUP
F
R
O
M
T
O
W
I
D
T
H
H
E
I
G
H
T
H
E
A
D
J
A
M
B
D
O
O
R
F
R
A
M
E
ROOM #
NAME
ROOM #
NAME
1
0
1
R
H
/
L
H
1
0
1
V
E
S
T
I
B
U
L
E
E
X
T
.
6
'
-
2
"
7
'
-
6
"
P
E
1
/
A
5
.
0
X
A
6
.
2
T
/
A
6
.
2
A
L
A
L
1
0
2
R
H
/
L
H
1
0
2
S
A
L
E
S
F
L
O
O
R
1
0
1
V
E
S
T
I
B
U
L
E
6
'
-
2
"
7
'
-
6
"
P
E
4
/
A
5
.
0
C
/
A
6
.
2
M
/
A
6
.
2
A
L
A
L
1
0
4
R
H
1
0
2
S
A
L
E
S
F
L
O
O
R
E
X
T
.
3
'
-
0
"
7
'
-
6
"
S
C
1
2
/
A
5
.
0
C
/
A
6
.
2
A
&
S
/
A
6
.
2
A
L
A
L
1
0
5
L
H
1
0
2
S
A
L
E
S
F
L
O
O
R
1
0
5
F
&
I
O
F
F
I
C
E
3
'
-
0
"
7
'
-
6
"
S
C
7
/
A
5
.
0
L
/
A
6
.
2
K
/
A
6
.
2
A
L
A
L
1
0
6
L
H
C
O
R
R
I
D
O
R
1
0
6
S
A
L
E
S
M
A
N
A
G
E
R
3
'
-
0
"
7
'
-
6
"
S
C
6
/
A
5
.
0
L
/
A
6
.
2
B
/
A
6
.
2
A
L
A
L
1
0
7
L
H
C
O
R
R
I
D
O
R
1
0
7
U
N
I
S
E
X
3
'
-
0
"
7
'
-
0
"
S
A
A
G
/
A
6
.
2
J
/
A
6
.
2
W
D
H
M
1
1
3
L
H
1
0
2
S
A
L
E
S
F
L
O
O
R
1
1
3
S
A
L
E
S
M
A
N
A
G
E
R
3
'
-
0
"
7
'
-
6
"
S
C
5
/
A
5
.
0
L
/
A
6
.
2
K
/
A
6
.
2
A
L
A
L
1
1
4
-
1
0
2
S
A
L
E
S
F
L
O
O
R
1
1
4
C
A
R
R
A
M
P
3
'
-
0
"
8
'
-
0
"
-
H
1
3
/
A
5
.
0
C
C
/
A
6
.
2
B
B
&
D
D
/
A
6
.
2
A
L
A
L
1
1
4
A
-
1
1
4
C
A
R
R
A
M
P
E
X
T
.
3
'
-
0
"
8
'
-
0
"
-
H
1
4
/
A
5
.
0
U
/
A
6
.
2
Z
&
B
B
/
A
6
.
2
A
L
A
L
1
1
5
L
H
1
0
2
S
A
L
E
S
F
L
O
O
R
1
1
5
O
W
N
E
R
2
'
-
1
0
"
7
'
-
6
"
S
D
5
/
A
5
.
0
L
/
A
6
.
2
K
/
A
6
.
2
A
L
A
L
1
1
6
R
H
1
1
5
O
W
N
E
R
1
1
6
S
T
O
R
A
G
E
2
'
-
1
0
"
7
'
-
0
"
S
B
B
G
/
A
6
.
2
J
/
A
6
.
2
W
D
H
M
1
1
7
R
H
1
1
8
I
N
T
E
R
I
O
R
O
F
F
I
C
E
S
1
1
7
O
F
F
I
C
E
3
'
-
0
"
7
'
-
6
"
S
C
1
0
/
A
5
.
0
L
/
A
6
.
2
K
/
A
6
.
2
A
L
A
L
1
1
9
R
H
1
2
0
S
E
R
V
I
C
E
C
E
N
T
E
R
1
1
9
S
E
R
V
I
C
E
M
A
N
A
G
E
R
3
'
-
0
"
7
'
-
6
"
S
C
8
/
A
5
.
0
L
/
A
6
.
2
B
/
A
6
.
2
A
L
A
L
1
2
2
L
H
C
O
R
R
I
D
O
R
1
2
2
U
N
I
S
E
X
3
'
-
0
"
7
'
-
0
"
S
A
A
W
/
A
6
.
2
F
/
A
6
.
2
W
D
H
M
1
2
3
R
H
C
O
R
R
I
D
O
R
1
2
3
W
O
M
E
N
S
2
'
-
8
"
7
'
-
0
"
S
F
C
E
/
A
6
.
2
F
/
A
6
.
2
W
D
H
M
1
2
4
R
H
C
O
R
R
I
D
O
R
C
O
R
R
I
D
O
R
3
'
-
0
"
7
'
-
0
"
S
A
A
E
/
A
6
.
2
F
/
A
6
.
2
W
D
H
M
1
2
5
R
H
1
2
5
P
R
O
S
H
O
P
1
2
7
P
R
O
S
H
O
P
3
'
-
0
"
7
'
-
0
"
S
A
A
G
/
A
6
.
2
J
/
A
6
.
2
W
D
H
M
2
0
1
R
H
2
0
1
P
A
R
T
S
W
A
R
E
H
O
U
S
E
2
'
-
1
0
"
4
'
-
0
"
S
J
D
N
/
A
6
.
2
P
/
A
6
.
2
H
M
H
M
WINDOW SCHEDULETYPE MARKWINDOW TYPEFRAMEMATERIALSIZESILL HEIGHTDETAILSREMARKSWIDTHHEIGHTHEAD JAMBSILL105-A A AL 6'-10" 4'-0" 3'-0" L/A6.2 K/A6.2 D/A6.2 INTERI
O
R
SCALE: 1/4" = 1'-0"A6.1 8DOOR TYPE SCALE: 1/4" = 1'-0"A6.1 9FRAME TYPESCALE: 1/4" = 1'-0"A6.1 10WINDOW TYPE
N
A
N
A
W
A
L
L
S
L
7
0
N
A
N
A
W
A
L
L
S
L
7
0
1
1
'
-
1
0
"
1
1
'
-
1
0
"
C
O
N
T
.
S
E
A
L
A
N
T
(
B
O
T
H
S
I
D
E
S
)
3
5
/
8
"
M
E
T
A
L
S
T
U
D
S
5
/
8
"
G
Y
P
.
B
O
A
R
D
A
L
U
M
I
N
U
M
W
I
N
D
O
W
F
R
A
M
E
W
I
N
D
O
W
I
N
S
U
L
A
T
I
O
N
2
X
4
W
O
O
D
S
T
U
D
3
5
/
8
"
M
E
T
A
L
S
T
U
D
1
/
4
"
P
L
Y
W
O
O
D
S
H
I
M
L
M
E
T
A
L
T
R
I
M
(
B
O
T
H
S
I
D
E
S
)
C
O
N
T
.
S
E
A
L
A
N
T
(
B
O
T
H
S
I
D
E
S
)
3
5
/
8
"
M
E
T
A
L
S
T
U
D
S
5
/
8
"
G
Y
P
.
B
O
A
R
D
I
N
S
U
L
A
T
I
O
N
D
O
O
R
F
R
A
M
E
2
"
X
5
3
/
4
"
H
.
M
.
D
O
O
R
-
S
E
E
S
C
H
E
D
U
L
E
F
O
R
T
Y
P
E
2
X
B
L
O
C
K
I
N
G
I
N
S
U
L
A
T
I
O
N
2
X
B
L
O
C
K
I
N
G
A
L
U
M
I
N
U
M
F
R
A
M
E
4
1
/
2
"
x
2
"
C
O
N
T
.
S
E
A
L
A
N
T
(
B
O
T
H
S
I
D
E
S
)
3
5
/
8
"
M
E
T
A
L
S
T
U
D
S
5
/
8
"
G
Y
P
.
B
O
A
R
D
I
N
S
U
L
A
T
I
O
N
L
M
E
T
A
L
T
R
I
M
(
B
O
T
H
S
I
D
E
S
)
1
/
4
"
P
L
Y
W
O
O
D
S
H
I
M
C
O
N
T
.
S
E
A
L
A
N
T
(
B
O
T
H
S
I
D
E
S
)
2
X
W
O
O
D
S
T
U
D
5
/
8
"
G
Y
P
.
B
O
A
R
D
I
N
S
U
L
A
T
I
O
N
D
O
O
R
F
R
A
M
E
2
"
X
8
1
/
4
"
H
.
M
.
D
O
O
R
-
S
E
E
S
C
H
E
D
U
L
E
F
O
R
T
Y
P
E
6
"
M
E
T
A
L
S
T
U
D
CONT. SEALANT (BOTH SIDES)2X4 WOOD STUD5/8" GYP. BOARDINSULATIONDOOR FRAME 2" X 5 3/4" H.M.DOOR - SEE SCHEDULEFOR TYPE
C
O
N
T
.
S
E
A
L
A
N
T
(
B
O
T
H
S
I
D
E
S
)
2
X
B
L
O
C
K
I
N
G
5
/
8
"
G
Y
P
.
B
O
A
R
D
I
N
S
U
L
A
T
I
O
N
D
O
O
R
F
R
A
M
E
2
"
X
7
3
/
4
"
H
.
M
.
D
O
O
R
-
S
E
E
S
C
H
E
D
U
L
E
F
O
R
T
Y
P
E
CONT. SEALANT (BOTH SIDES)3 5/8" METAL STUDS 5/8" GYP. BOARDINSULATIONDOOR FRAME 2" X 5 3/4" H.M.DOOR - SEE SCHEDULEFOR TYPE INSULATION2X BLOCKING
E
X
I
S
T
I
N
G
S
T
R
U
C
T
U
R
E
T
H
E
R
M
A
L
L
Y
B
R
O
K
E
N
A
L
U
M
I
N
I
U
M
F
R
A
M
E
4
1
/
2
"
x
2
"
C
O
N
T
.
S
E
A
L
A
N
T
(
B
O
T
H
S
I
D
E
S
)
3
5
/
8
"
M
E
T
A
L
S
T
U
D
5
/
8
"
G
Y
P
.
B
O
A
R
D
I
N
S
U
L
A
T
I
O
N
L
M
E
T
A
L
T
R
I
M
(
B
O
T
H
S
I
D
E
S
)
1
/
4
"
P
L
Y
W
O
O
D
S
H
I
M
1
/
2
"
S
H
E
A
T
H
I
N
G
C
O
N
T
.
S
E
A
L
A
N
T
(
B
O
T
H
S
I
D
E
S
)
3
5
/
8
"
M
E
T
A
L
S
T
U
D
5
/
8
"
G
Y
P
.
B
O
A
R
D
I
N
S
U
L
A
T
I
O
N
2
X
4
W
O
O
D
S
T
U
D
0'-4 7/8"
A
L
U
M
I
N
U
M
F
R
A
M
E
4
1
/
2
"
x
2
"
L
M
E
T
A
L
T
R
I
M
(
B
O
T
H
S
I
D
E
S
)
1
/
4
"
P
L
Y
W
O
O
D
S
H
I
M
C
O
N
T
.
S
E
A
L
A
N
T
(
B
O
T
H
S
I
D
E
S
)
S
T
R
U
C
T
U
R
A
L
C
O
L
U
M
N
A
L
U
M
I
N
U
M
C
O
L
U
M
N
C
O
V
E
R
T
H
E
R
M
A
L
L
Y
B
R
O
K
E
N
A
L
U
M
I
N
U
M
F
R
A
M
E
4
1
/
2
"
x
2
"
W
O
O
D
N
A
I
L
E
R
CONT. SEALANT (BOTH SIDES)ALUMINUM FRAME4 1/2" x 2"CMU WALLEXISTING ALUMINUM MULLION THERMALLY BROKENALUMINUM FRAME4 1/2" x 2"STOREFRONT GLAZING EXISTING STOREFRONT
D
O
O
R
-
S
E
E
S
C
H
E
D
U
L
E
F
O
R
T
Y
P
E
D
O
O
R
F
R
A
M
E
2
"
X
5
3
/
4
"
H
.
M
.
S
E
A
L
A
N
T
-
B
O
T
H
S
I
D
E
S
G
R
O
U
T
S
O
L
I
D
C
M
U
B
L
O
C
K
,
C
O
M
M
O
N
F
A
C
E
3/4"
D
O
O
R
-
S
E
E
S
C
H
E
D
U
L
E
F
O
R
T
Y
P
E
D
O
O
R
F
R
A
M
E
4
"
X
5
3
/
4
"
H
.
M
.
G
R
O
U
T
S
O
L
I
D
S
E
A
L
A
N
T
-
B
O
T
H
S
I
D
E
S
C
O
M
M
O
N
F
A
C
E
C
M
U
B
L
O
C
K
3
/
4
"
B
O
L
T
-
S
E
E
S
T
R
U
C
T
.
S
T
E
E
L
A
N
G
L
E
S
E
E
S
T
R
U
C
T
.
S
T
E
E
L
P
L
A
T
E
-
S
E
E
S
T
R
U
C
T
.
2X BLOCKINGTHERMALLY BROKENALUMINUM FRAME 4 1/2" x 2"CONT. SEALANT (BOTH SIDES)3 5/8" METAL STUDS 5/8" GYP. BOARDINSULATIONL METAL TRIM(BOTH SIDES)1/4" PLYWOOD SHIM CONT. SEALANT (BOTH SIDES)3 5/8" METAL STUD5/8" GYP. BOARDINSULATION2X4 WOOD STUD 0'-4 7/8"ALUMINUM FRAME4 1/2" x 2"L METAL TRIM(BOTH SIDES)1/4" PLYWOOD SHIM CONT. SEALANT (BOTH SIDES)
A
L
U
M
I
N
U
M
F
R
A
M
E
4
1
/
2
"
x
2
"
C
M
U
W
A
L
L
C
O
N
T
.
S
E
A
L
A
N
T
(
B
O
T
H
S
I
D
E
S
)
A
C
M
P
A
N
E
L
T
H
E
R
M
A
L
L
Y
B
R
O
K
E
N
A
L
U
M
I
N
U
M
F
R
A
M
E
4
1
/
2
"
x
2
"
3
/
4
"
S
H
E
A
T
H
I
N
G
2
X
4
B
L
O
C
K
I
N
G
1
/
2
"
S
H
E
A
T
H
I
N
G
S
H
I
M
A
S
R
E
Q
U
I
R
E
D
T
H
E
R
M
A
L
L
Y
B
R
O
K
E
N
A
L
U
M
I
N
U
M
F
R
A
M
E
4
1
/
2
"
x
2
"
C
O
N
T
.
S
E
A
L
A
N
T
(
B
O
T
H
S
I
D
E
S
)
2
x
4
W
O
O
D
F
R
A
M
I
N
G
5
/
8
"
G
Y
P
.
B
O
A
R
D
H
E
A
D
E
R
-
S
E
E
S
T
R
U
C
T
U
R
A
L
L
M
E
T
A
L
T
R
I
M
(
B
O
T
H
S
I
D
E
S
)
1
/
4
"
P
L
Y
W
O
O
D
S
H
I
M
A
L
U
M
I
N
U
M
F
L
A
S
H
I
N
G
1
/
4
"
P
L
Y
W
O
O
D
S
H
I
M
(
B
O
T
H
S
I
D
E
S
)
A
C
M
P
A
N
E
L
C
O
N
T
.
S
E
A
L
A
N
T
(
B
O
T
H
S
I
D
E
S
)
5
/
8
"
G
Y
P
.
B
O
A
R
D
I
N
S
U
L
A
T
I
O
N
D
O
O
R
F
R
A
M
E
2
"
X
7
3
/
4
"
H
.
M
.
D
O
O
R
-
S
E
E
S
C
H
E
D
U
L
E
F
O
R
T
Y
P
E
I
N
S
U
L
A
T
I
O
N
H
E
A
D
E
R
-
S
E
E
S
T
R
U
C
T
U
R
A
L
2X4 BLOCKING 3/4" SHEATHINGACM PANELSEALANT (BOTH SIDES)ALUMINUM STOREFRONT 1/2" SHEATHINGSHIM AS REQUIRED EXTERIORINTERIOR 6"VERTICAL FRAME 3 1/8"2 3/4"3/8"2 1/4"CAR RAMPWOOD SHIM FASTENER PER MANUF. RECOMMENDATIONS 3 7/8"1/2"1 3/8"NANA WALL SL70 FRAME EXTERIORINTERIOR
W
O
O
D
N
A
I
L
E
R
A
L
U
M
I
N
U
M
S
T
O
R
E
F
R
O
N
T
A
L
U
M
I
N
U
M
T
R
I
M
S
T
R
U
C
T
U
R
A
L
C
O
L
U
M
N
ALUMINUM I
N
S
I
D
E
CORNER TRI
M
C
O
N
T
I
N
O
U
S
S
E
A
L
A
N
T
(
B
O
T
H
S
I
D
E
S
)
SEALANT PER
M
A
N
U
F
.
RECOMMENDA
T
I
O
N
S
SEALANT PER MAN
U
F
.
RECOMMENDATION
S
F
A
S
T
E
N
E
R
P
E
R
M
A
N
U
F
.
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
NANA WALL SL70 F
R
A
M
E
5
/
8
"
G
Y
P
.
B
O
A
R
D
H
E
A
D
E
R
-
S
E
E
S
T
R
U
C
T
U
R
A
L
L
M
E
T
A
L
T
R
I
M
1
/
4
"
P
L
Y
W
O
O
D
S
H
I
M
2
L
A
Y
E
R
S
1
/
2
"
S
H
E
A
T
H
I
N
G
3
/
4
"
S
H
E
A
T
H
I
N
G
A
C
M
P
A
N
E
L
2
X
4
W
O
O
D
F
R
A
M
I
N
G
A
L
U
M
I
N
U
M
F
L
A
S
H
I
N
G
A
L
U
M
I
N
U
M
T
R
I
M
S
E
A
L
A
N
T
P
E
R
M
A
N
U
F
.
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
(
B
O
T
H
S
I
D
E
S
)
N
A
N
A
W
A
L
L
S
L
7
0
F
R
A
M
E
E
X
T
E
R
I
O
R
I
N
T
E
R
I
O
R
6
"
V
E
R
T
I
C
A
L
F
R
A
M
E
3
1
/
8
"
2
3
/
4
"
3/8"
2 1/4"
E
X
I
S
T
I
N
G
W
A
L
L
W
O
O
D
S
H
I
M
F
A
S
T
E
N
E
R
P
E
R
M
A
N
U
F
.
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
3
7
/
8
"
1/2"1 3/8"
N
A
N
A
W
A
L
L
S
L
7
0
F
R
A
M
E
E
X
T
E
R
I
O
R
I
N
T
E
R
I
O
R
F
A
S
T
E
N
E
R
P
E
R
M
A
N
U
F
.
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
C
M
U
W
A
L
L
5
/
8
"
G
Y
P
S
U
M
F
U
R
R
I
N
G
E
I
F
S
2
X
4
B
L
O
C
K
I
N
G
D
O
O
R
1
1
4
A
T
O
H
A
V
E
E
I
F
S
B
O
T
H
I
N
T
E
R
I
O
R
A
N
D
E
X
T
E
R
I
O
R
O
F
D
O
O
R
F
R
A
M
E
N
A
N
A
W
A
L
L
S
L
7
0
F
R
A
M
E
E
X
I
S
T
I
N
G
S
T
R
U
C
T
U
R
E
C
O
N
T
.
S
E
A
L
A
N
T
(
B
O
T
H
S
I
D
E
S
)
3
5
/
8
"
M
E
T
A
L
S
T
U
D
5
/
8
"
G
Y
P
.
B
O
A
R
D
(
B
O
T
H
S
I
D
E
S
)
I
N
S
U
L
A
T
I
O
N
L
M
E
T
A
L
T
R
I
M
(
B
O
T
H
S
I
D
E
S
)
1
/
4
"
P
L
Y
W
O
O
D
S
H
I
M
N
A
N
A
W
A
L
L
S
L
7
0
F
R
A
M
E
E
X
T
E
R
I
O
R
I
N
T
E
R
I
O
R
A
L
U
M
I
N
U
M
S
T
O
R
E
F
R
O
N
T
S
E
A
L
A
N
T
P
E
R
M
A
N
U
F
.
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
S
E
A
L
A
N
T
P
E
R
M
A
N
U
F
.
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
N
A
N
A
W
A
L
L
S
L
7
0
F
R
A
M
E
I
D
A
HO FALL S,
OHADI
L
E
AR.1116
T A T TTE O F
INL.
S CS O S HL
A
DI
T
N
O
O
RE
N
C
I
E
S AD
C
I
ETHC990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A
P
R
O
J
E
C
T
N
O
.
D
A
T
E
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
R
E
V
I
S
I
O
N
S
PROJECT:
SHEET TITLE:
architects
A R C H I T E C T U R E P L A N N I N G I N T E R I O R S
nbw p.a.
4/9/18
4/10/2018 1:53:42 PM C:\Users\nhansen\Documents\16058 - TAYLOR CHEVROLET_2018_nhansen.rvt
A
6
.
2
1
6
0
5
8
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
DOOR & WINDOW DETAILS
M
A
R
C
H
2
0
1
8
N
R
H
S
L
N
REMODEL FOR:
REXBURG, ID 83440
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
6
.
2
D
S
I
L
L
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
6
.
2
G
H
E
A
D
E
R
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
6
.
2
L
H
E
A
D
E
R
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
6
.
2
F
J
A
M
B
SCALE: 1 1/2" = 1'-0"A6.2 JJAMB
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
6
.
2
E
H
E
A
D
E
R
SCALE: 1 1/2" = 1'-0"A6.2 HHEADER SCALE:
1
1
/
2
"
=
1
'
-
0
"
A6.2 CHEAD
E
R
SCALE: 1 1/2" =
1
'
-
0
"
A6.2 KJAMB
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
6
.
2
M
J
A
M
B
SCALE: 1 1/2" = 1'-0"A6.2 BJAMBSCALE: 1 1/2" = 1'-0"A6.2 AJAMB
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
6
.
2
P
C
M
U
D
O
O
R
J
A
M
B
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
6
.
2
N
C
M
U
D
O
O
R
H
E
A
D
E
R
SCALE: 1 1/2" = 1'-0"A6.2 QHEADERSCALE: 1 1/2" = 1'-0"A6.2 RJAMBSCAL
E
:
1
1
/
2
"
=
1
'
-
0
"
A6.2 SJAM
B
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
6
.
2
T
J
A
M
B
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
6
.
2
V
H
E
A
D
E
R
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
6
.
2
W
H
E
A
D
E
R
SCALE: 1 1/2" = 1'-0"A6.2 XHEADERSCALE: 3" = 1'-0"A6.2 YNANA WALL SILL DETAIL
S
C
A
L
E
:
3
"
=
1
'
-
0
"
A6.2 Z
J
A
M
B
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
6
.
2
U
H
E
A
D
E
R
S
C
A
L
E
:
3
"
=
1
'
-
0
"
A
6
.
2
A
A
N
A
N
A
W
A
L
L
S
I
L
L
D
E
T
A
I
L
S
C
A
L
E
:
3
"
=
1
'
-
0
"
A
6
.
2
B
B
J
A
M
B
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
6
.
2
C
C
H
E
A
D
E
R
S
C
A
L
E
:
3
"
=
1
'
-
0
"
A
6
.
2
D
D
J
A
M
B
9
'
-
6
"
C
1
9
'
-
0
"
C
1
9
'
-
0
"
C
1
9
'
-
0
"
C
1
9
'
-
0
"
C
1
9
'
-
0
"
C
1
9
'
-
0
"
C
1
9
'
-
0
"
C
1
9
'
-
0
"
C
1
9
'
-
0
"
C
1
9
'
-
0
"
C
1
9
'
-
0
"
C
1
9
'
-
0
"
C
1
9
'
-
0
"
C
1
9
'
-
0
"
C
1
9
'
-
0
"
C
3
9
'
-
0
"
C
3
9
'
-
0
"
C
3
9
'
-
0
"
C
1
9
'
-
0
"
C
1
9
'
-
0
"
C
1
9
'
-
0
"
C
1
C
2
1
5
'
-
2
"
S
A
L
E
S
F
L
O
O
R
1
0
2
S
A
L
E
S
S
T
A
T
I
O
N
1
0
3
S
A
L
E
S
S
T
A
T
I
O
N
1
0
4
F
&
I
O
F
F
I
C
E
1
0
5
S
A
L
E
S
S
T
A
T
I
O
N
1
0
8
S
A
L
E
S
S
T
A
T
I
O
N
1
0
9
S
A
L
E
S
S
T
A
T
I
O
N
1
1
0
S
A
L
E
S
S
T
A
T
I
O
N
1
1
1
S
A
L
E
S
S
T
A
T
I
O
N
1
1
2
S
A
L
E
S
M
A
N
A
G
E
R
1
1
3
O
W
N
E
R
1
1
5
C
A
R
R
A
M
P
1
1
4
S
T
O
R
A
G
E
1
1
6
O
F
F
I
C
E
1
1
7
I
N
T
E
R
I
O
R
O
F
F
I
C
E
S
1
1
8
P
R
O
S
H
O
P
1
2
7
P
R
O
S
H
O
P
1
2
5
O
F
F
I
C
E
1
2
6
C
O
R
R
I
D
O
R
U
N
I
S
E
X
1
2
2
W
O
M
E
N
S
1
2
3
U
N
I
S
E
X
1
0
7
S
A
L
E
S
M
A
N
A
G
E
R
1
0
6
S
E
R
V
I
C
E
M
A
N
A
G
E
R
1
1
9
S
E
R
V
I
C
E
C
E
N
T
E
R
1
2
0
R
E
P
A
I
R
S
H
O
P
1
3
9
S
T
O
R
A
G
E
1
2
1
O
F
F
I
C
E
1
2
9
M
E
N
S
1
2
4
S
E
R
V
I
C
E
D
R
I
V
E
9
'
-
0
"
C
1
C
2
1
0
'
-
8
"
C
2
1
0
'
-
8
"
C
2
1
0
'
-
8
"
C
2
1
0
'
-
8
"
9
'
-
0
"
C
1
C
4
7
'
-
6
"
C1 2 x 2 LAY-IN ACOUSTICAL PANELS - ACT1C2 ALUMINUM SOFFIT PANELS - COLOR TO MATCH ACM3 C3 DRYWALL - SMOOTH FINISH P1C4 ACM PANELS - ACM2 REFLECTED CEILING PLAN LEGENDCEILING FINISHCEILING - HEIGHT ABOVE FINISH FLOORSOFFIT PANELS - HEIGHT ABOVE FINISH GRADE CEILING TYPE-- - ' -" LIGHT FIXTURES - SEE ELECTRICAL DRAWINGS ITEMS SHOWN FOR CEILING GRID LAYOUT AND COORDINATION ONLYCEILING DIFFUSERRETURN AIR GRILLESCALE: NONE
6
'
-
0
"
M
A
X
.
1
2
'
-
0
"
T
Y
P
I
C
A
L
1
2
'-
0
"
T
Y
P
I
C
A
L
6
'-
0
"
M
A
X
.
45° MAX.
4
5
°
M
A
X
WALL MOLDING DETAIL
S
U
S
P
E
N
S
I
O
N
S
Y
S
T
E
M
L
A
Y
O
U
T
LATERAL FORC
E
B
R
A
C
E
D
E
T
A
I
L
TYPICAL CEILING SEISMIC BR
A
C
I
N
G
D
E
T
A
I
L
CEILING SUSPENSIONSYSTEM3/4" CLEAR ATUNATTACHED ENDS PERIMETER SPACERAT UNATTACHED WALLS12 GA. WIRE ORAPPROVED WALLSUPPORTMAIN ORCROSSRUNNER
L
A
T
E
R
A
L
F
O
R
C
E
B
R
A
C
E
D
E
T
A
I
L
W
A
L
L
L
I
N
E
VERTICAL WIRESAT 4'-0" O.C.
M
A
I
N
R
U
N
N
E
R
CROSS RUNNER SPLAY WIRE AT 12'-0" O.C. INEACH PLAN OF EACH RUNNER
1
/
2
"
C
O
N
D
U
I
T
C
O
M
P
R
E
S
S
I
O
N
B
R
A
C
E
-
F
U
L
L
H
E
I
G
H
T
-
T
Y
P
I
C
A
L
LATERAL FORCED BRACING REQUIRED FOR CEILING AREASOVER 1,000 S.F.. CEILING AREAS UNDER 1,000 S.F. ARE NOT.RIDGED BRACES MAY BE USED INSTEAD OF DIAGONAL SPLAY WIRES.A SEISMIC SEPARATION JOINT IS REQUIRED FOR CEILING AREASGREATER THAN 2,500 S.F.7/8"8" MAX.WALL LINE
C
E
I
L
I
N
G
G
R
I
D
S
H
A
L
L
B
E
A
T
T
A
C
H
E
D
T
O
W
A
L
L
M
O
L
D
I
N
G
A
T
T
W
O
A
D
J
A
C
E
N
T
W
A
L
L
S
F
I
R
S
T
L
I
N
E
O
F
B
R
A
C
I
N
G
6
'
-
0
"
O
R
L
E
S
S
F
R
O
M
W
A
L
L
B
O
U
N
D
A
R
Y
C
E
I
L
I
N
G
S
U
S
P
E
N
S
I
O
N
S
Y
S
T
E
M
7/8" X 7/8"WALL MOLDING SEISMIC CLIP 45° MAX.45° MAXLATERAL FORCE BRACE DETAIL VERTICAL WIRESAT 4'-0" O.C.MAIN RUNNER SPLAY WIRE AT 12'-0" O.C. INEACH PLAN OF EACH RUNNER 1/2" CONDUITCOMPRESSION BRACE-FULL HEIGHT -TYPICAL6'-0" MAX.12'-0" TYPICAL12'-0" TYPICAL6'-0" MAX.SUSPENSION SYSTEM LAYOUT LATERAL FORCEBRACE DETAILWALL LINE FIRST LINE OF BRACING 6'-0"
O
R
L
E
S
S
F
R
O
M
WALL BOUNDARY SCALE: NONE TYPICAL SOFFIT SEISMIC BRACING DETAIL
I
D
A
HO FALL S,
OHADI
L
E
AR.1116
T A T TTE O F
INL.
S CS O S HL
A
DI
T
N
O
O
RE
N
C
I
E
S AD
C
I
ETHC990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A
P
R
O
J
E
C
T
N
O
.
D
A
T
E
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
R
E
V
I
S
I
O
N
S
PROJECT:
SHEET TITLE:
architects
A R C H I T E C T U R E P L A N N I N G I N T E R I O R S
nbw p.a.
4/9/18
4/10/2018 1:53:44 PM C:\Users\nhansen\Documents\16058 - TAYLOR CHEVROLET_2018_nhansen.rvt
A
7
.
1
1
6
0
5
8
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
REFLECTED CEILING PLAN
M
A
R
C
H
2
0
1
8
N
R
H
S
L
N
REMODEL FOR:
REXBURG, ID 83440
S
C
A
L
E
:
N
1
/
8
"
=
1
'
-
0
"
R
E
F
L
E
C
T
E
D
C
E
I
L
I
N
G
P
L
A
N
3
4
5
6
D
E
F
P
1
P
2
P
3
P
4
R
I
D
G
E
M
E
C
H
.
E
Q
U
I
P
M
E
N
T
-
T
O
B
E
R
E
P
L
A
C
E
D
S
E
E
M
E
C
H
.
E
X
I
S
T
I
N
G
G
U
T
T
E
R
A
N
D
D
O
W
N
S
P
O
U
T
1
/
4
"
/
1
'
-
0
"
T
O
M
A
T
C
H
E
X
I
S
T
I
N
G
S
L
O
P
E
1
A
8
.
1
3
A
8
.
1
5
A
8
.
1
7
A
8
.
1
3
A
8
.
1
1
A
8
.
2
2
A
8
.
1
4
A
8
.
1
6
A
8
.
1
8
A
8
.
1
2
A
8
.
2
3
A
8
.
2
4
A
8
.
2
T
O
B
E
R
E
L
O
C
A
T
E
D
-
S
E
E
M
E
C
H
.
3" / 1'-0"
1/4" / 1'-0"
3" / 1'-0"
3
"
/
1
'
-
0
"
1/4" / 1'-0"1/4" / 1'-0"
1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"
1
/
4
"
/
1
'
-
0
"
F
O
R
A
L
L
S
L
O
P
E
S
S
C
U
P
P
E
R
-
S
E
E
5
/
A
8
.
2
1
'
-
0
"
3
A
8
.
1
STEEL DECKING SINGLE PLY MEMBRANE FLASHING STRIPTO EXTEND UP AND OVER PARAPET WALL 3/4" SHEATHINGHOT-AIR WELD TERMINATION BAR - ATTACH TO T.O. DECK FLUTEAIR/VAPOR BARRIER SINGLE PLY MEMBRANE METAL STUD SINGLE PLY MEMBRANE FLASHING STRIP1/2" COVER BOARDACM PANEL 3/4" SHEATHING ACM COPINGSTEEL DECKING SINGLE PLY MEMBRANE FLASHING STRIPTO EXTEND UP AND OVER PARAPET WALL 3/4" SHEATHINGHOT-AIR WELD TERMINATION BAR - ATTACH TO T.O. DECK FLUTEAIR/VAPOR BARRIER SINGLE PLY MEMBRANE METAL STUD SINGLE PLY MEMBRANE FLASHING STRIP1/2" COVER BOARDACM PANEL 3/4" SHEATHING ACM COPING SINGLE PLY MEMBRANE FLASHING STRIPTO EXTEND UP AND OVER PARAPET WALL 3/4" SHEATHINGHOT-AIR WELD TERMINATION BAR - ATTACH TO T.O. DECK FLUTEAIR/VAPOR BARRIER SINGLE PLY MEMBRANE METAL STUD SINGLE PLY MEMBRANE FLASHING STRIP1/2" COVER BOARDACM PANEL 3/4" SHEATHING3 5/8" METAL STUDS TOP TRACK STEEL DECKING ACM COPINGSINGLE PLY MEMBRANE FLASHING STRIPTO EXTEND UP AND OVER PARAPET WALL 3/4" SHEATHINGHOT-AIR WELD TERMINATION BAR - ATTACH TO T.O. DECK FLUTESINGLE PLY MEMBRANE METAL STUD SINGLE PLY MEMBRANE FLASHING STRIP1/2" COVER BOARD 3/4" SHEATHINGSTEEL DECKING AIR/VAPOR BARRIER 1/2" COVER BOARDSINGLE PLY MEMBRANE HOT-AIR WELD TERMINATION BAR - ATTACH TO T.O. DECK FLUTEAIR/VAPOR BARRIER3 5/8" METAL STUDS TOP TRACK STEEL DECKING ACM COPING CAP0'-4"0'-4"STEEL DECKING SINGLE PLY MEMBRANE FLASHING STRIPTO EXTEND UP AND OVER PARAPET WALL 3/4" SHEATHINGHOT-AIR WELD TERMINATION BAR - ATTACH TO T.O. DECK FLUTEAIR/VAPOR BARRIER SINGLE PLY MEMBRANE METAL STUD SINGLE PLY MEMBRANE FLASHING STRIP1/2" COVER BOARD
3
/
4
"
S
H
E
A
T
H
I
N
G
TAPERED INSULATION
0'-4"
METAL FLASHING 45° BEND FILL WITH CAULKSTEEL DECKING SINGLE PLY MEMBRANE FLASHING STRIPTO EXTEND UP AND OVER PARAPET WALL 3/4" SHEATHINGHOT-AIR WELD TERMINATION BAR - ATTACH TO T.O. DECK FLUTEAIR/VAPOR BARRIER SINGLE PLY MEMBRANE METAL STUD1/2" COVER BOARD
3
/
4
"
S
H
E
A
T
H
I
N
G
4" MIN.
0'-4" MIN.
TAPERED INSULATION
C
O
P
I
N
G
C
A
P
1"/12" SLOPED TAPERED POLYISO EDGE STRIP - TRIM TO FIT - SEE SPEC.
S
I
N
G
L
E
P
L
Y
M
E
M
B
R
A
N
E
F
L
A
S
H
I
N
G
S
T
R
I
P
F
L
U
T
E
F
I
L
L
E
R
H
O
T
-
A
I
R
W
E
L
D
T
E
R
M
I
N
A
T
I
O
N
B
A
R
S
I
N
G
L
E
P
L
Y
M
E
M
B
R
A
N
E
1
/
2
"
C
O
V
E
R
B
O
A
R
D
SINGLE PLY MEMBRANE FLASHING STRIPTO EXTEND UP AND OVER PARAPET WALL 3/4" SHEATHINGHOT-AIR WELD TERMINATION BAR - ATTACH TO T.O. DECK FLUTESINGLE PLY MEMBRANE METAL STUD
3
/
4
"
S
H
E
A
T
H
I
N
G
C
O
P
I
N
G
C
A
P
4" MIN.
0'-4" MIN.
F
L
U
T
E
F
I
L
L
E
R
1"/12" SLOPED TAPERED POLYISO EDGE STRIP - TRIM TO FIT - SEE SPEC.
S
I
N
G
L
E
P
L
Y
M
E
M
B
R
A
N
E
F
L
A
S
H
I
N
G
S
T
R
I
P
EXISTING ROOF
H
O
T
-
A
I
R
W
E
L
D
T
E
R
M
I
N
A
T
I
O
N
B
A
R
S
I
N
G
L
E
P
L
Y
M
E
M
B
R
A
N
E
1
/
2
"
C
O
V
E
R
B
O
A
R
D
SINGLE PLY MEMBRANE FLASHING STRIPTO EXTEND UP AND OVER PARAPET WALL 3/4" SHEATHINGHOT-AIR WELD TERMINATION BAR - ATTACH TO T.O. DECK FLUTESINGLE PLY MEMBRANE METAL STUD SINGLE PLY MEMBRANE FLASHING STRIP
3
/
4
"
S
H
E
A
T
H
I
N
G
0'-4"
METAL FLASHING 45° BEND FILL WITH CAULKEXISTING ROOF
I
D
A
HO FALL S,
OHADI
L
E
AR.1116
T A T TTE O F
INL.
S CS O S HL
A
DI
T
N
O
O
RE
N
C
I
E
S AD
C
I
ETHC990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A
P
R
O
J
E
C
T
N
O
.
D
A
T
E
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
R
E
V
I
S
I
O
N
S
PROJECT:
SHEET TITLE:
architects
A R C H I T E C T U R E P L A N N I N G I N T E R I O R S
nbw p.a.
4/9/18
4/10/2018 1:53:45 PM C:\Users\nhansen\Documents\16058 - TAYLOR CHEVROLET_2018_nhansen.rvt
A
8
.
1
1
6
0
5
8
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
ROOF PLAN AND DETAILS
M
A
R
C
H
2
0
1
8
N
R
H
S
L
N
REMODEL FOR:
REXBURG, ID 83440
S
C
A
L
E
:
N
1
/
8
"
=
1
'
-
0
"
R
O
O
F
P
L
A
N
SCALE: 1 1/2" = 1'-0"A8.1 1DETAILSCALE: 1 1/2" = 1'-0"A8.1 5DETAIL SCALE: 1 1/2" = 1'-0"A8.1 3DETAILSCALE: 1 1/2" = 1'-0"A8.1 7DETAIL SCALE: 1 1/2" = 1'-0"A8.1 2DETAILSCALE: 1 1/2" = 1'-0"A8.1 4DETAILSCALE: 1 1/2" = 1'-0"A8.1 6DETAILSCALE: 1 1/2" = 1'-0"A8.1 8DETAIL
SINGLE PLY MEMB
R
A
N
E
F
L
A
S
H
I
N
G
S
T
R
I
P
TO EXTEND UP AN
D
O
V
E
R
P
A
R
A
P
E
T
W
A
L
L
3/4" SHEATHINGHOT-AIR WELD TERMINATION BA
R
-
A
T
T
A
C
H
TO T.O. DECK FLU
T
E
AIR/VAPOR BARRI
E
R
SINGLE PLY MEMB
R
A
N
E
METAL STUD1/2" COVER BOAR
D
ACM PANEL 3/4" SHEATHING3 5/8" METAL STUD
S
TOP TRACK STEEL DECKING SINGLE PLY MEMBRANE FLASHING STRIPTO EXTEND UP AND OVER PARAPET WALLHOT-AIR WELD TERMINATION BAR - ATTACH TO T.O. DECK FLUTE 3/4" SHEATHING METAL STUDTAPERED INSULATIONAIR/VAPOR BARRIER3/4" SHEATHING SINGLE PLY MEMBRANE1/2" COVER BOARD ACM COPINGSTEEL ANGLE
S
I
N
G
L
E
P
L
Y
M
E
M
B
R
A
N
E
F
L
A
S
H
I
N
G
S
T
R
I
P
T
O
E
X
T
E
N
D
U
P
A
N
D
O
V
E
R
P
A
R
A
P
E
T
W
A
L
L
3
/
4
"
S
H
E
A
T
H
I
N
G
H
O
T
-
A
I
R
W
E
L
D
T
E
R
M
I
N
A
T
I
O
N
B
A
R
-
A
T
T
A
C
H
T
O
T
.
O
.
D
E
C
K
F
L
U
T
E
S
I
N
G
L
E
P
L
Y
M
E
M
B
R
A
N
E
M
E
T
A
L
S
T
U
D
S
I
N
G
L
E
P
L
Y
M
E
M
B
R
A
N
E
F
L
A
S
H
I
N
G
S
T
R
I
P
1
/
2
"
C
O
V
E
R
B
O
A
R
D
3
/
4
"
S
H
E
A
T
H
I
N
G
S
T
E
E
L
D
E
C
K
I
N
G
A
I
R
/
V
A
P
O
R
B
A
R
R
I
E
R
1
/
2
"
C
O
V
E
R
B
O
A
R
D
S
I
N
G
L
E
P
L
Y
M
E
M
B
R
A
N
E
H
O
T
-
A
I
R
W
E
L
D
T
E
R
M
I
N
A
T
I
O
N
B
A
R
-
A
T
T
A
C
H
T
O
T
.
O
.
D
E
C
K
F
L
U
T
E
A
I
R
/
V
A
P
O
R
B
A
R
R
I
E
R
3
5
/
8
"
M
E
T
A
L
S
T
U
D
S
T
O
P
T
R
A
C
K
S
T
E
E
L
D
E
C
K
I
N
G
P
O
L
Y
I
S
O
T
H
E
R
M
A
L
I
N
S
U
L
A
T
I
O
N
0'-4" MIN.
0'-4" MIN.
1
"
/
1
2
"
S
L
O
P
E
D
T
A
P
E
R
E
D
P
O
L
Y
I
S
O
E
D
G
E
S
T
R
I
P
-
T
R
I
M
T
O
F
I
T
-
S
E
E
S
P
E
C
.
C
O
P
I
N
G
C
A
P
S
I
N
G
L
E
P
L
Y
M
E
M
B
R
A
N
E
F
L
A
S
H
I
N
G
S
T
R
I
P
T
O
E
X
T
E
N
D
U
P
A
N
D
O
V
E
R
P
A
R
A
P
E
T
W
A
L
L
3
/
4
"
S
H
E
A
T
H
I
N
G
H
O
T
-
A
I
R
W
E
L
D
T
E
R
M
I
N
A
T
I
O
N
B
A
R
-
A
T
T
A
C
H
T
O
T
.
O
.
D
E
C
K
F
L
U
T
E
A
I
R
/
V
A
P
O
R
B
A
R
R
I
E
R
S
I
N
G
L
E
P
L
Y
M
E
M
B
R
A
N
E
M
E
T
A
L
S
T
U
D
S
I
N
G
L
E
P
L
Y
M
E
M
B
R
A
N
E
F
L
A
S
H
I
N
G
S
T
R
I
P
1
/
2
"
C
O
V
E
R
B
O
A
R
D
A
C
M
P
A
N
E
L
3
/
4
"
S
H
E
A
T
H
I
N
G
1
/
2
"
S
H
E
A
T
H
I
N
G
A
C
M
C
O
P
I
N
G
P
O
L
Y
I
S
O
T
H
E
R
M
A
L
I
N
S
U
L
A
T
I
O
N
SINGLE PLY MEMBRANE FLASHING STRIPTO EXTEND UP AND OVER PARAPET WALL 3/4" SHEATHINGHOT-AIR WELD TERMINATION BAR - ATTACH TO T.O. DECK FLUTEAIR/VAPOR BARRIER SINGLE PLY MEMBRANE METAL STUD SINGLE PLY MEMBRANE FLASHING STRIP1/2" COVER BOARDACM PANEL 3/4" SHEATHING1/2" SHEATHING ACM COPINGPOLYISO THERMAL INSULATION
I
N
S
U
L
A
T
I
O
N
S
E
C
U
R
E
L
Y
F
A
S
T
E
N
E
D
R
O
O
F
I
N
G
M
E
M
B
R
A
N
E
F
L
A
S
H
I
N
G
M
E
M
B
R
A
N
E
,
H
O
T
-
A
I
R
W
E
L
D
T
R
E
A
T
E
D
W
O
O
D
N
A
I
L
E
R
S
S
E
C
U
R
E
L
Y
A
N
C
H
O
R
E
D
V
A
P
O
R
B
A
R
R
I
E
R
(
A
S
R
E
Q
U
I
R
E
D
)
S
T
R
U
C
T
U
R
A
L
D
E
C
K
F
L
A
S
H
I
N
G
M
E
M
B
R
A
N
E
,
H
O
T
-
A
I
R
W
E
L
D
R
O
O
F
I
N
G
M
E
M
B
R
A
N
E
R
E
F
E
R
T
O
P
A
R
A
P
E
T
A
N
D
W
A
L
L
D
E
T
A
I
L
S
F
O
R
A
C
C
E
P
T
A
B
L
E
T
E
R
M
I
N
A
T
I
O
N
A
C
C
E
P
T
A
B
L
E
F
A
S
T
E
N
E
R
1
2
I
N
.
O
.
C
.
(
M
A
X
)
S
E
A
L
A
N
T
0'-4"FLASHING PER MANUF. RECOMMENDATION
I
D
A
HO FALL S,
OHADI
L
E
AR.1116
T A T TTE O F
INL.
S CS O S HL
A
DI
T
N
O
O
RE
N
C
I
E
S AD
C
I
ETHC990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nbwarchitects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A
P
R
O
J
E
C
T
N
O
.
D
A
T
E
:
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
R
E
V
I
S
I
O
N
S
PROJECT:
SHEET TITLE:
architects
A R C H I T E C T U R E P L A N N I N G I N T E R I O R S
nbw p.a.
4/9/18
4/10/2018 1:53:46 PM C:\Users\nhansen\Documents\16058 - TAYLOR CHEVROLET_2018_nhansen.rvt
A
8
.
2
1
6
0
5
8
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
ROOF DETAILS
M
A
R
C
H
2
0
1
8
N
R
H
S
L
N
REMODEL FOR:
REXBURG, ID 83440
SCALE: 1 1/2" = 1'-0"A8.2 1DETAIL
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
8
.
2
2
D
E
T
A
I
L
S
C
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
A
8
.
2
3
D
E
T
A
I
L
SCALE: 1 1/2" = 1'-0"A8.2 4DETAILSCALE: 3" = 1'-0"A8.2 5DETAIL
DESIGNER:DRAFTER:
505 LINDSAY BOULEVARDIDAHO FALLS, IDAHO 83402
PHONE: (208) 523-6918 / FAX: (208) 523-6922
PROJECT NUMBER:
&STRUCTURALENGINEERSSG
E-MAIL: gs@gsengineers.net COPYRIGHT 2018
CHECKER:MARF
17219
FLW
99
0
J
O
H
N
A
D
A
M
S
P
A
R
K
W
A
Y
P
.
O
.
B
O
X
2
2
1
2
-
I
D
A
H
O
F
A
L
L
S
,
I
D
A
H
O
8
3
4
0
2
-
2
2
1
2
(P
)
2
0
8
-
5
2
2
-
8
7
7
9
(
F
)
2
0
8
-
5
2
2
-
8
7
8
5
(
W
)
n
b
w
a
r
c
h
i
t
e
c
t
s
.
c
o
m
SC
O
T
T
L
N
I
E
L
S
O
N
,
A
.
I
.
A
.
K
E
V
I
N
R
B
O
D
I
L
Y
,
A
.
I
.
A
.
J
A
M
E
S
H
W
Y
A
T
T
,
A
.
I
.
A
PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONS
PR
O
J
E
C
T
:
SH
E
E
T
T
I
T
L
E
:
ar
c
h
i
t
e
c
t
s
A
R
C
H
I
T
E
C
T
U
R
E
P
L
A
N
N
I
N
G
I
N
T
E
R
I
O
R
S
nb
w
p.
a
.
S1.1
16058
TA
Y
L
O
R
C
H
E
V
R
O
L
E
T
81
9
S
.
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
.
ST
R
U
C
T
U
R
A
L
N
O
T
E
S
&
S
C
H
E
D
U
L
E
S
MARCH 2018
NRH
Checker
RE
M
O
D
E
L
F
O
R
:
RE
X
B
U
R
G
,
I
D
8
3
4
4
0
3-16-18
DESIGNER:DRAFTER:
505 LINDSAY BOULEVARDIDAHO FALLS, IDAHO 83402
PHONE: (208) 523-6918 / FAX: (208) 523-6922
PROJECT NUMBER:
&STRUCTURALENGINEERSSG
E-MAIL: gs@gsengineers.net COPYRIGHT 2018
CHECKER:MARF
17219
FLW
99
0
J
O
H
N
A
D
A
M
S
P
A
R
K
W
A
Y
P
.
O
.
B
O
X
2
2
1
2
-
I
D
A
H
O
F
A
L
L
S
,
I
D
A
H
O
8
3
4
0
2
-
2
2
1
2
(P
)
2
0
8
-
5
2
2
-
8
7
7
9
(
F
)
2
0
8
-
5
2
2
-
8
7
8
5
(
W
)
n
b
w
a
r
c
h
i
t
e
c
t
s
.
c
o
m
SC
O
T
T
L
N
I
E
L
S
O
N
,
A
.
I
.
A
.
K
E
V
I
N
R
B
O
D
I
L
Y
,
A
.
I
.
A
.
J
A
M
E
S
H
W
Y
A
T
T
,
A
.
I
.
A
PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONS
PR
O
J
E
C
T
:
SH
E
E
T
T
I
T
L
E
:
ar
c
h
i
t
e
c
t
s
A
R
C
H
I
T
E
C
T
U
R
E
P
L
A
N
N
I
N
G
I
N
T
E
R
I
O
R
S
nb
w
p.
a
.
S1.2
16058
TA
Y
L
O
R
C
H
E
V
R
O
L
E
T
81
9
S
.
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
.
ST
R
U
C
T
U
R
A
L
S
C
H
E
D
U
L
E
S
&
T
Y
P
I
C
A
L
D
E
T
A
I
L
S
MARCH 2018
NRH
Checker
RE
M
O
D
E
L
F
O
R
:
RE
X
B
U
R
G
,
I
D
8
3
4
4
0
3-16-18
DESIGNER:DRAFTER:
505 LINDSAY BOULEVARDIDAHO FALLS, IDAHO 83402
PHONE: (208) 523-6918 / FAX: (208) 523-6922
PROJECT NUMBER:
&STRUCTURALENGINEERSSG
E-MAIL: gs@gsengineers.net COPYRIGHT 2018
CHECKER:MARF
17219
FLW
99
0
J
O
H
N
A
D
A
M
S
P
A
R
K
W
A
Y
P
.
O
.
B
O
X
2
2
1
2
-
I
D
A
H
O
F
A
L
L
S
,
I
D
A
H
O
8
3
4
0
2
-
2
2
1
2
(P
)
2
0
8
-
5
2
2
-
8
7
7
9
(
F
)
2
0
8
-
5
2
2
-
8
7
8
5
(
W
)
n
b
w
a
r
c
h
i
t
e
c
t
s
.
c
o
m
SC
O
T
T
L
N
I
E
L
S
O
N
,
A
.
I
.
A
.
K
E
V
I
N
R
B
O
D
I
L
Y
,
A
.
I
.
A
.
J
A
M
E
S
H
W
Y
A
T
T
,
A
.
I
.
A
PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONS
PR
O
J
E
C
T
:
SH
E
E
T
T
I
T
L
E
:
ar
c
h
i
t
e
c
t
s
A
R
C
H
I
T
E
C
T
U
R
E
P
L
A
N
N
I
N
G
I
N
T
E
R
I
O
R
S
nb
w
p.
a
.
S2.1
16058
TA
Y
L
O
R
C
H
E
V
R
O
L
E
T
81
9
S
.
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
.
ST
R
U
C
T
U
R
A
L
P
L
A
N
S
MARCH 2018
NRH
Checker
RE
M
O
D
E
L
F
O
R
:
RE
X
B
U
R
G
,
I
D
8
3
4
4
0
3-16-18
DESIGNER:DRAFTER:
505 LINDSAY BOULEVARDIDAHO FALLS, IDAHO 83402
PHONE: (208) 523-6918 / FAX: (208) 523-6922
PROJECT NUMBER:
&STRUCTURALENGINEERSSG
E-MAIL: gs@gsengineers.net COPYRIGHT 2018
CHECKER:MARF
17219
FLW
99
0
J
O
H
N
A
D
A
M
S
P
A
R
K
W
A
Y
P
.
O
.
B
O
X
2
2
1
2
-
I
D
A
H
O
F
A
L
L
S
,
I
D
A
H
O
8
3
4
0
2
-
2
2
1
2
(P
)
2
0
8
-
5
2
2
-
8
7
7
9
(
F
)
2
0
8
-
5
2
2
-
8
7
8
5
(
W
)
n
b
w
a
r
c
h
i
t
e
c
t
s
.
c
o
m
SC
O
T
T
L
N
I
E
L
S
O
N
,
A
.
I
.
A
.
K
E
V
I
N
R
B
O
D
I
L
Y
,
A
.
I
.
A
.
J
A
M
E
S
H
W
Y
A
T
T
,
A
.
I
.
A
PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONS
PR
O
J
E
C
T
:
SH
E
E
T
T
I
T
L
E
:
ar
c
h
i
t
e
c
t
s
A
R
C
H
I
T
E
C
T
U
R
E
P
L
A
N
N
I
N
G
I
N
T
E
R
I
O
R
S
nb
w
p.
a
.
S3.1
16058
TA
Y
L
O
R
C
H
E
V
R
O
L
E
T
81
9
S
.
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
.
ST
R
U
C
T
U
R
A
L
S
E
C
T
I
O
N
S
MARCH 2018
NRH
Checker
RE
M
O
D
E
L
F
O
R
:
RE
X
B
U
R
G
,
I
D
8
3
4
4
0
3-16-18
DESIGNER:DRAFTER:
505 LINDSAY BOULEVARDIDAHO FALLS, IDAHO 83402
PHONE: (208) 523-6918 / FAX: (208) 523-6922
PROJECT NUMBER:
&STRUCTURALENGINEERSSG
E-MAIL: gs@gsengineers.net COPYRIGHT 2018
CHECKER:MARF
17219
FLW
99
0
J
O
H
N
A
D
A
M
S
P
A
R
K
W
A
Y
P
.
O
.
B
O
X
2
2
1
2
-
I
D
A
H
O
F
A
L
L
S
,
I
D
A
H
O
8
3
4
0
2
-
2
2
1
2
(P
)
2
0
8
-
5
2
2
-
8
7
7
9
(
F
)
2
0
8
-
5
2
2
-
8
7
8
5
(
W
)
n
b
w
a
r
c
h
i
t
e
c
t
s
.
c
o
m
SC
O
T
T
L
N
I
E
L
S
O
N
,
A
.
I
.
A
.
K
E
V
I
N
R
B
O
D
I
L
Y
,
A
.
I
.
A
.
J
A
M
E
S
H
W
Y
A
T
T
,
A
.
I
.
A
PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONS
PR
O
J
E
C
T
:
SH
E
E
T
T
I
T
L
E
:
ar
c
h
i
t
e
c
t
s
A
R
C
H
I
T
E
C
T
U
R
E
P
L
A
N
N
I
N
G
I
N
T
E
R
I
O
R
S
nb
w
p.
a
.
S3.2
16058
TA
Y
L
O
R
C
H
E
V
R
O
L
E
T
81
9
S
.
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
.
ST
R
U
C
T
U
R
A
L
S
E
C
T
I
O
N
S
MARCH 2018
NRH
Checker
RE
M
O
D
E
L
F
O
R
:
RE
X
B
U
R
G
,
I
D
8
3
4
4
0
3-16-18
P
R
O
J
E
C
T
N
O
,
D
A
T
E
:
D
R
A
W
N
B
Y
:
PROJECT:R
E
V
I
S
I
O
N
S
SHEET TITLE:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
1
6
0
5
8
M
A
R
C
H
2
0
1
8
D
S
U
D
W
E
E
K
S
T
D
A
V
I
S
990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nb-architects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A.
ARCHITECTUR E PLANNING INTERIORS
nbw architects p.a.
E
n
g
i
n
e
e
r
e
d
S
y
s
t
e
m
s
A
s
s
o
c
i
a
t
e
s
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
REXBURG, ID 83440
ADDITION AND REMODEL FOR:
KIDS PLAY AREA CUSTOMER BUSINESS AREA NEW VEHICLE
D
E
L
I
V
E
R
Y
C
A
S
H
I
E
R
C
O
R
R
I
D
O
R
C
O
R
R
I
D
O
R
1
1
4
C
A
R
R
A
M
P
1
2
9
O
F
F
I
C
E
1
0
5
F
&
I
O
F
F
I
C
E
104 SALES STATION103OFFICE102SALES F
L
O
O
R
1
1
5
O
W
N
E
R
1
1
3
M
A
N
A
G
E
R
S
A
L
E
S
1
1
2
S
A
L
E
S
S
T
A
T
I
O
N
1
1
1
S
A
L
E
S
S
T
A
T
I
O
N
1
1
0
S
A
L
E
S
S
T
A
T
I
O
N
1
0
9
S
A
L
E
S
S
T
A
T
I
O
N
1
0
8
S
A
L
E
S
S
T
A
T
I
O
N
1
1
8
O
F
F
I
C
E
S
I
N
T
E
R
I
O
R
1
1
6
S
T
O
R
A
G
E
1
1
7
O
F
F
I
C
E
1
2
7
P
R
O
S
H
O
P
1
2
5
P
R
O
S
H
O
P
1
2
6
O
F
F
I
C
E
1
2
4
M
E
N
S
1
2
3
W
O
M
E
N
S
1
2
1
S
T
O
R
A
G
E
1
0
7
U
N
I
S
E
X
1
1
9
M
A
N
A
G
E
R
S
E
R
V
I
C
E
1
0
6
M
A
N
A
G
E
R
S
A
L
E
S
1
2
0
C
E
N
T
E
R
S
E
R
V
I
C
E
1
2
8
W
A
R
E
H
O
U
S
E
P
A
R
T
S
P
4
P
3
P
2
P
1
F
E
D
6543
M
P
1
.
0
MAIN LEVEL MECHANICAL/PLUMBING DEMO PLAN
P
R
O
J
E
C
T
N
O
,
D
A
T
E
:
D
R
A
W
N
B
Y
:
PROJECT:R
E
V
I
S
I
O
N
S
SHEET TITLE:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
1
6
0
5
8
M
A
R
C
H
2
0
1
8
D
S
U
D
W
E
E
K
S
T
D
A
V
I
S
990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nb-architects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A.
ARCHITECTUR E PLANNING INTERIORS
nbw architects p.a.
E
n
g
i
n
e
e
r
e
d
S
y
s
t
e
m
s
A
s
s
o
c
i
a
t
e
s
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
REXBURG, ID 83440
ADDITION AND REMODEL FOR:
P
4
P
3
P
2
P
1
F
E
D
6
5
4
3
M
P
1
.
1
MAIN LEVEL MECHANICAL/PLUMBING PLAN
N
E
W
V
E
H
I
C
L
E
D
E
L
I
V
E
R
Y
C
A
S
H
I
E
R
C
O
R
R
I
D
O
R
1
0
1
V
E
S
T
I
B
U
L
E
C
O
R
R
I
D
O
R
1
1
4
C
A
R
R
A
M
P
1
2
9
O
F
F
I
C
E
1
0
5
F
&
I
O
F
F
I
C
E
1
0
4
S
A
L
E
S
S
T
A
T
I
O
N
1
0
3
O
F
F
I
C
E
1
0
2
S
A
L
E
S
F
L
O
O
R
1
1
5
O
W
N
E
R
1
1
3
M
A
N
A
G
E
R
S
A
L
E
S
1
1
2
S
A
L
E
S
S
T
A
T
I
O
N
1
1
1
S
A
L
E
S
S
T
A
T
I
O
N
1
1
0
S
A
L
E
S
S
T
A
T
I
O
N
1
0
9
S
A
L
E
S
S
T
A
T
I
O
N
1
0
8
S
A
L
E
S
S
T
A
T
I
O
N
1
1
8
O
F
F
I
C
E
S
I
N
T
E
R
I
O
R
1
1
6
S
T
O
R
A
G
E
1
1
7
O
F
F
I
C
E
1
2
7
P
R
O
S
H
O
P
1
2
5
P
R
O
S
H
O
P
1
2
6
O
F
F
I
C
E
1
2
4
M
E
N
S
1
2
3
W
O
M
E
N
S
1
2
2
U
N
I
S
E
X
1
2
1
S
T
O
R
A
G
E
1
0
7
U
N
I
S
E
X
1
1
9
M
A
N
A
G
E
R
S
E
R
V
I
C
E
1
0
6
M
A
N
A
G
E
R
S
A
L
E
S
1
2
0
C
E
N
T
E
R
S
E
R
V
I
C
E
1
2
8
W
A
R
E
H
O
U
S
E
P
A
R
T
S
K
I
D
S
P
L
A
Y
A
R
E
A
C
U
S
T
O
M
E
R
B
U
S
I
N
E
S
S
A
R
E
A
204 OFFICE203BREAKROOM 206 LOCKERS205RESTROOM202STORAGEP4P3P2P1FED
P
R
O
J
E
C
T
N
O
,
D
A
T
E
:
D
R
A
W
N
B
Y
:
PROJECT:R
E
V
I
S
I
O
N
S
SHEET TITLE:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
1
6
0
5
8
M
A
R
C
H
2
0
1
8
D
S
U
D
W
E
E
K
S
T
D
A
V
I
S
990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nb-architects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A.
ARCHITECTUR E PLANNING INTERIORS
nbw architects p.a.
E
n
g
i
n
e
e
r
e
d
S
y
s
t
e
m
s
A
s
s
o
c
i
a
t
e
s
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
REXBURG, ID 83440
ADDITION AND REMODEL FOR:
3
4
5
6
D
S
L
O
P
E
S
L
O
P
E
M
P
1
.
2
ROOF MECHANICAL/PLUMBING PLAN & SCHEDULES
P
R
O
J
E
C
T
N
O
,
D
A
T
E
:
D
R
A
W
N
B
Y
:
PROJECT:R
E
V
I
S
I
O
N
S
SHEET TITLE:
C
H
E
C
K
E
D
B
Y
:
D
R
A
W
I
N
G
N
O
.
:
1
6
0
5
8
M
A
R
C
H
2
0
1
8
D
S
U
D
W
E
E
K
S
T
D
A
V
I
S
990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212
(P) 208-522-8779 (F) 208-522-8785 (W) nb-architects.com
SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A.
ARCHITECTUR E PLANNING INTERIORS
nbw architects p.a.
E
n
g
i
n
e
e
r
e
d
S
y
s
t
e
m
s
A
s
s
o
c
i
a
t
e
s
TAYLOR CHEVROLET
819 S. YELLOWSTONE HWY.
REXBURG, ID 83440
ADDITION AND REMODEL FOR:
M
P
2
.
0
DETAILS
PANEL G (EXISTING)
VOLTAGE: 208 / 120 V DIMENSION: PER NEC LOCATION: SERVICE BAY
PANEL AMP RATING: 225A WITH 225A MLO MOUNTING: SURFACE NEMA ENCLOSURE: 1
WIRES: 4 PHASE: 3 FEED: TOP TYPE: SQUARE D NQOD
LOAD DESCRIPTION PH LOAD BKR CKT LOAD CKT BKR LOAD PH LOAD DESCRIPTION
WATT AMPS NO A B C NO AMPS WATT
GAS PUMPS A 20/20 1 0 2 20/20 A
B 20/20 3 0 4 20/20 B
SHOP OFFICE HEAT C 20 5 0 6 20/20 C
2 POLE A **7 0 8 20/20 A
RECEPTS - N WALL B 20/20 9 0 10 20 B WASH BAY DOOR
RECEPT - NE WALL C 20 11 0 12 20 C
RECEPT - NW WALL A 20 13 0 14 20 A HEAT TRACE
RECEPT - ABOVE PANEL B 20 15 0 16 ** B 2 POLE
RECEPT - N WALL C 20 17 0 18 50 C WELDER
CAR WASH A 30 19 0 20 ** A 2 POLE
2 POLE B **21 0 22 20 B SHOP LIGHTS
NW WELDER C 20 23 0 24 20 C SHOP LIGHTS
2 POLE A **25 0 26 20 A SHOP LIGHTS
S WELDER B 50 27 0 28 20 B SHOP LIGHTS
2 POLE C **29 0 30 20 C SHOP LIGHTS
ROOF EXHAUST FAN A 20 31 0 32 20 A SHOP LIGHTS
B**33 0 34 20 B SHOP LIGHTS
3 POLE C **35 0 36 20/20 C SHOP LIGHTS
A5037 0 38 20 A OFFICE HEAT
2 POLE B **39 0 40 ** B 2 POLE
PARTS WASHER C 50 41 0 42 20 C RECEPTS - SOUTH WALL OFFICE
2 POLE A **43 0 44 20 A RECEPTS - SOUTH WALL
B2045 0 46 20 B RECEPTS - SOUTH WALL OFFICE
C2047 0 48 20 C
A2049 0 50 20 A
B2051 0 52 20 B
2 POLE C **53 0 54 20 C
FEEDER BREAKER TOTAL LOAD PER PHASE-WATTS 000 FEED FROM: MDP
RATING: 200A TOTAL LOAD PER PHASE-AMPS 000 PANEL ISC RATING 10,000 AVAILABLE ISC
WIRE SIZE: 4#3/0 CU & 1#6 CU GND CONDUIT SIZE: 2 1/2"C
PANEL S (EXISTING)
VOLTAGE: 208 / 120 V DIMENSION: PER NEC LOCATION: OFFICES 118
PANEL AMP RATING: 225A WITH 225A MLO MOUNTING: RECESSED NEMA ENCLOSURE: 1
WIRES: 4 PHASE: 3 FEED: TOP TYPE: SYLVANIA CTL
LOAD DESCRIPTION PH LOAD BKR CKT LOAD CKT BKR LOAD PH LOAD DESCRIPTION
WATT AMPS NO A B C NO AMPS WATT
SHOW ROOM LIGHTS A 20 1 0 2 20 A PHONE PLUG SOUTH
SHOW ROOM LIGHTS B 20 3 0 4 20 B PHONE PLUG NORTH
SHOW ROOM LIGHTS C 20 5 0 6 20 C RECEPTS - ACCOUNTING
SALES FLOOR WIREMOLD A 20 7 0 8 20 A RECEPTS - ACCOUNTING
AIR CONDITIONING UNIT B 60 9 0 10 20 B RECEPTS - ACCOUNTING
C**11 0 12 20 C RECEPTS - SALES OFFICE
3 POLE A **13 0 14 20 A RECEPTS - SALES OFFICE
SOUTH LIGHTS B 20 15 0 16 20 B RECEPTS - SALES OFFICE
NORTH LIGHTS C 20 17 0 18 20 C RECEPTS - SALES OFFICE
NORTH OFFICE LIGHTS A 20 19 0 20 20 A RECEPTS - SALES OFFICE
SOUTH OFFICE LIGHTS B 20 21 0 22 20 B RECEPTS - SALES OFFICE
C2023 0 24 20 C SALES FLOOR WIREMOLD
A2025 0 26 20 A SALES FLOOR WIREMOLD
LIGHTS OVER COUNTER B 20 27 0 28 B SPACE
C2029 0 30 20 C
FEEDER BREAKER TOTAL LOAD PER PHASE-WATTS 000 FEED FROM: MDP
RATING: 200A TOTAL LOAD PER PHASE-AMPS 000 PANEL ISC RATING 10,000 AVAILABLE ISC
WIRE SIZE: 4#3/0 CU & 1#6 CU GND CONDUIT SIZE: 2 1/2"C
PANEL G (NEW WORK)
VOLTAGE: 208 / 120 V DIMENSION: PER NEC LOCATION: SERVICE BAY
PANEL AMP RATING: 225A WITH 225A MLO MOUNTING: SURFACE NEMA ENCLOSURE: 1
WIRES: 4 PHASE: 3 FEED: TOP TYPE: SQUARE D NQOD
LOAD DESCRIPTION PH LOAD BKR CKT LOAD CKT BKR LOAD PH LOAD DESCRIPTION
WATT AMPS NO A B C NO AMPS WATT
GAS PUMPS A 20/20 1 0 2 20/20 A
B 20/20 3 0 4 20/20 B
SHOP OFFICE HEAT C 20 5 0 6 20/20 C
2 POLE A **7 0 8 20/20 A
RECEPTS - N WALL B 20/20 9 0 10 20 B WASH BAY DOOR
RECEPT - NE WALL C 20 11 0 12 20 C
RECEPT - NW WALL A 20 13 0 14 20 A HEAT TRACE
RECEPT - ABOVE PANEL B 20 15 0 16 **B 2 POLE
RECEPT - N WALL C 20 17 0 18 50 C WELDER
CAR WASH A 30 19 0 20 **A 2 POLE
2 POLE B **21 0 22 20 B SHOP LIGHTS
NW WELDER C 20 23 0 24 20 C SHOP LIGHTS
2 POLE A **25 0 26 20 A SHOP LIGHTS
S WELDER B 50 27 0 28 20 B SHOP LIGHTS
2 POLE C **29 0 30 20 C SHOP LIGHTS
ROOF EXHAUST FAN A 20 31 0 32 20 A SHOP LIGHTS
B **33 0 34 20 B SHOP LIGHTS
3 POLE C **35 0 36 20/20 C SHOP LIGHTS
A 50 37 0 38 20 A OFFICE HEAT
2 POLE B **39 0 40 **B 2 POLE
PARTS WASHER C 50 41 0 42 20 C RECEPTS - SOUTH WALL OFFICE
2 POLE A **43 0 44 20 A RECEPTS - SOUTH WALL
B 20 45 0 46 20 B RECEPTS - SOUTH WALL OFFICE
C 20 47 0 48 20 C
A 20 49 0 50 20 A
B 20 51 0 52 20 B
2 POLE C **53 0 54 20 C
FEEDER BREAKER TOTAL LOAD PER PHASE-WATTS 000 FEED FROM: MDP
RATING: 225A TOTAL LOAD PER PHASE-AMPS 000 PANEL ISC RATING 10,000 AVAILABLE ISC
WIRE SIZE: 4#4/0 CU & 1#4 CU GND CONDUIT SIZE: 2 1/2"C
PANEL S (NEW)
VOLTAGE: 208 / 120 V DIMENSION: PER NEC LOCATION: OFFICES 118
PANEL AMP RATING: 225A WITH 225A MLO MOUNTING: RECESSED NEMA ENCLOSURE: 1
WIRES: 4 PHASE: 3 FEED: TOP TYPE: SQUARE D NQOD
LOAD DESCRIPTION PH LOAD BKR CKT LOAD CKT BKR LOAD PH LOAD DESCRIPTION
WATT AMPS NO A B C NO AMPS WATT
LIGHTS - SHOW ROOM OFFICES A 1515 20 1 1695 2 20 180 A PHONE PLUG SOUTH 1
LIGHTS - SHOW ROOM B 1885 20 3 2065 4 20 180 B PHONE PLUG NORTH 1
LIGHTS - EXTERIOR C 1330 20 5 2050 6 20 720 C RECEPTS - ACCOUNTING 1
LIGHTS - EXTERIOR CANOPY A 1160 20 7 1880 8 20 720 A RECEPTS - ACCOUNTING 1
LIGHTS - OPEN OFFICE, SERVICE B 725 20 9 1625 10 20 900 B RECEPTS - SALES OFFICE 1
DUCT HEATER DH-1 C 1000 20 11 1900 12 20 900 C RECEPTS - SALES OFFICE 1
2 POLE A 1000 **13 1900 14 20 900 A RECEPTS - SALES OFFICE 1
"CERTIFIED SERVICE" SIGN B 504 20 15 1044 16 20 540 B RECEPTS - BACTHROOM
"TAYLOR" SIGN C 48 20 17 588 18 20 540 C RECEPTS - SALES OFFICE
"CHEVROLET" SIGN A 240 20 19 780 20 20 540 A RECEPTS - SALES OFFICE
"BUICK" SIGN B 240 20 21 780 22 20 540 B RECEPTS - SALES OFFICE
1 UNKNOWN C2023 540 24 20 540 C RECEPTS- SHOW ROOM, REB
1 UNKNOWN A2025 360 26 20 360 A RECEPTS - COUNTER
SPARE B2027 720 28 20 720 B RECEPTS - OFFICE 117
1 UNKNOWN C2029 0 30 20 C UNKNOWN 1
HEAT TRACE A 600 20 31 600 32 20 A SPARE
2 POLE B 600 **33 600 34 20 B SPARE
"CADILLAC" SIGN C 120 20 35 120 36 20 C SPARE
CONDENSING UNIT A 1560 20 37 1560 38 20 A SPARE
2 POLE B 1560 **39 1560 40 20 B SPARE
SPARE C2041 0 42 20 C SPARE
FEEDER BREAKER TOTAL LOAD PER PHASE-WATTS 6615 6234 5078 FEED FROM: MDP
RATING: 100A TOTAL LOAD PER PHASE-AMPS 56 52 43 PANEL ISC RATING 10,000 AVAILABLE ISC
WIRE SIZE: 4#3 CU & 1#8 CU GND CONDUIT SIZE: 1 1/4"C
NOTE:
1) RECONNECT EXISTING LOAD TO REPLACEMENT PANELBOARD.