HomeMy WebLinkAboutPLANS - 22-00284 - Teton River Lofts - 24 Units - Bldg 3TH
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OWNER:TETON RIVER LOFTS, LLC ARCHITECT:GPC ARCHITECTS 18 N. MAIN ST, SUITE 200 PO BOX 330 DRIGGS, ID 83422 PHONE: 208.354.8036 EMAIL: gchadwick@gpcarch.com CONTACT: GARETT CHADWICK, AIA, LEED AP BD&C CONSTRUCTION MANAGER -
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VENTURE BUILDERS, LLC 280 E LORENE ST. UNIT 9102 REXBURG, ID 83440 PHONE: 208.313.0980 EMAIL: scott@venturebuilders-id.com CIVIL ENGINEER:STRUCTURAL ENGINEER:FROST STRUCTURAL ENGINEERING 1020 LINCOLN ROAD IDAHO FALLS, ID 83401 PHONE: 208.227.8404 EMAIL: contact@frost-structural.com NORTH
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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T1.1TITLE SHEET211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO
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MECHANICAL ENGINEER:ENGINEERED SYSTEMS ASSOCIATES, INC.1355 EAST CENTER ST.POCATELLO, ID 83201 PHONE: 208.233.0501 EMAIL: esa@engsystems.com ELECTRICAL ENGINEER:PAYNE ENGINEERING, INC.1823 EAST CENTER ST.POCATELLO, ID 83201 PHONE: 208.232.4439 EMAIL: admin@payneengineeringinc.com
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
4
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P
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CR1.1CODE REVIEW211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO2018 IBC BUILDING CODE REVIEW USE AND OCCUPANCYDRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVI CE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY PROJECT OR PURPOSE WHATSOEVER WITHOUT THE P RIOR SPECIFIC WRITTEN AUTHORIZATION OF GPC ARCHITECTS. REGARDLESS OF ANY NOTES WITHIN THE DRAWINGS, SPECIFICATIONS, AND/OR PRODUCT SUBMITTALS, THIS PRO JECT SHALL COMPLY WITH THE 2018 INTERNATIONAL BUILDING CODE (IBC). IN THE EVENT OF A CONFLICT OR DISCREPANCY WITH THESE PROPOSED PLANS AND THE 2018 IBC, NOTIFY THE A RCHITECT IMMEDIATELY.GENERAL PROJECT INFORMATION BUILDING ONWER: TETON RIVER LOFTS, LLC PROJECT ADDRESS:LORENE ST., REXBURG, IDAHO CONSTRUCTION TYPE:V -BPROJECT DESCRIPTION THE PROPOSED PROJECT CONSISTS OF A MULTI -FAMILY RESIDENTIAL STRUCTURE INCLUDING 24 DWELLING UNITS ON THREE FLOORS. THE GROUND FLOOR IS APPROXIMATELY 7,154 S.F. AND THE TWO UPPER TWO FLOORS ARE APPROXIMATELY 7,024 S.F. E ACH. THE PROPOSED BUILDING IS INTENDED TO BE CONSTRUCTED MULTIPLE TIMES ON THE SI TE AS A PROTOTYPE. THE BUILDING WILL BE CONSTRUCTED USING CONVENTIONAL WOOD FRAMED METHODS. THE STRUCTURE WILL BE FIRE SPRINKLERED WITH REQUIRED FIRE -RESISTANCE -RATED PARTITIONS AND FIRE -RESISTANCE -RATED BARRIERS. SITE IMPROVEMENTS INCLUDE SIDEWALKS , PARKING AREAS, LANDSCAPING AND RELATED WORK.SITE AND ZONING APPLICABLE OCCUPANCY CLASSIFICATION GROUP(S):310.3 RESIDENTIAL GROUP R -2.RESIDENTIAL GROUP R -2 OCCUPANCIES CONTAINING SLEEPING UNITS OR MORE THAN TWO DWELLING UNITS WHERE THE OCCUPANTS ARE PRIMARILY PERMANENT IN NATU RE, INCLUDING:APARTMENT HOUSESCHAPTER 3 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE 420.2 SEPARATION WALLS.WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING,WALLS SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND WALLS SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BU ILDING SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 708.420.3 HORIZONTAL SEPARATION.FLOOR ASSEMBLIES SEPARATING DWELLING UNITS IN THE SAME BUILDINGS, FLOOR ASSEMBLIES SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND FLOOR ASSEMBLIES SEPARATIN G DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SA ME BUILDING SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION 711.[F] 420.4 AUTOMATIC SPRINKLER SYSTEM.GROUP R OCCUPANCIES SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.2.8. QUICK -RESPONSE OR RESIDENTIAL AUTOMATIC SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 903.3.2.[F] 420.5 FIRE ALARM SYSTEMS AND SMOKE ALARMS.FIRE ALARM SYSTEMS AND SMOKE ALARMS SHALL BE PROVIDED IN GROUP R -2 OCCUPANCIES IN ACCORDANCE WITH SECTION 907.2.9. SINGLE -OR MULTIPLE -STATION SMOKE ALARMS SHALL BE PROVIDED IN GROUPS R -2 IN ACCORDANCE WITH SECTION 907.2.10.420.9 GROUP R COOKING FACILITIES.IN GROUP R OCCUPANCIES, COOKING APPLIANCES USED FOR DOMESTIC C OOKING OPERATIONS SHALL BE IN ACCORDANCE WITH SECTION 917.2 OF THE INTERNATIONAL MECHANICAL CODE .CHAPTER 4
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HE FOLLOWING:
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SEMBLY HAVING A FIRE -
RE
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TH
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FIRE -RESISTANCE RATING OF
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EX
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1 -HOUR FIRE -RESISTANCE
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.
2.
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WALL SHALL NOT BE REQUIRED TO EXTEND
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:
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CORRIDOR WALL EXTENDS TO THE UNDERSIDE OF
TH
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OR
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4.
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Q
U
I
P
P
E
D
W
I
T
H
A
N
AUTOMATIC SPRINKLER SYSTEM INSTALLED
TH
R
O
U
G
H
O
U
T
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
SECTION 903.3.1.1 OR 903.3.1.2,
IN
C
L
U
D
I
N
G
AU
T
O
M
A
T
I
C
SP
R
I
N
K
L
E
R
S
I
N
S
T
A
L
L
E
D
I
N
T
H
E
S
P
A
C
E
B
E
T
W
E
E
N
T
H
E
T
O
P
O
F
TH
E
FI
R
E
P
A
R
T
I
T
I
O
N
AN
D
U
N
D
E
R
S
I
D
E
O
F
T
H
E
F
L
O
O
R
O
R
R
O
O
F
S
H
E
A
T
H
I
N
G
,
D
E
C
K
OR
SL
A
B
A
B
O
V
E
.
71
1
.
2
.
4
.
3
D
W
E
L
L
I
N
G
U
N
I
T
S
A
N
D
S
L
E
E
P
I
N
G
U
N
I
T
S
HO
R
I
Z
O
N
T
A
L
A
S
S
E
M
B
L
I
E
S
SE
R
V
I
N
G
A
S
DW
E
L
L
I
N
G
OR SLEEPING UNIT SEPARATIONS IN
AC
C
O
R
D
A
N
C
E
W
I
T
H
SE
C
T
I
O
N
4
2
0
.
3
SH
A
L
L
B
E
N
O
T
L
E
S
S
T
H
A
N
1
-HOUR FIRE -RESISTANCE -RATED
CO
N
S
T
R
U
C
T
I
O
N
.
EX
C
E
P
T
I
O
N
:
HO
R
I
Z
O
N
T
A
L
A
S
S
E
M
B
L
I
E
S
SE
P
A
R
A
T
I
N
G
DWELLING UNITS AND SLEEPING
UN
I
T
S
SH
A
L
L
B
E
N
O
T
L
E
S
S
T
H
A
N
1 /2 -HO
U
R
FI
R
E
-RESISTANCE -RATED CONSTRUCTION IN A
BU
I
L
D
I
N
G
O
F
T
Y
P
E
S
I
I
B
,
I
I
I
B
A
N
D
V
B
C
O
N
S
T
R
U
C
T
I
O
N
,
W
H
ERE THE BUILDING IS EQUIPPED
TH
R
O
U
G
H
O
U
T
W
I
T
H
A
N
AU
T
O
M
A
T
I
C
S
P
R
I
N
K
L
E
R
S
Y
S
T
E
M
IN ACCORDANCE WITH SECTION 903.3.1.1.
SE
C
T
I
O
N
7
1
3
S
H
A
F
T
E
N
C
L
O
S
U
R
E
S
71
3
.
2
C
O
N
S
T
R
U
C
T
I
O
N
SH
A
F
T
E
N
C
L
O
S
U
R
E
S
SH
A
L
L
B
E
C
O
N
S
T
R
U
C
T
E
D
A
S
FIRE BARRIERS IN ACCORDANCE WITH SECTION
70
7
OR
HO
R
I
Z
O
N
T
A
L
A
S
S
E
M
B
L
I
E
S
IN
A
C
C
O
R
D
A
N
C
E
W
I
T
H
SECTION 711, OR BOTH.
71
3
.
4
F
I
R
E
-RE
S
I
S
T
A
N
C
E
R
A
T
I
N
G
SH
A
F
T
E
N
C
L
O
S
U
R
E
S
SH
A
L
L
H
A
V
E
A
FI
R
E
-RE
S
I
S
T
A
N
C
E
R
A
T
I
N
G
OF NOT LESS THAN 2 HOURS
WH
E
R
E
C
O
N
N
E
C
T
I
N
G
F
O
U
R
ST
O
R
I
E
S
OR
M
O
R
E
,
A
N
D
N
O
T
L
E
S
S
T
H
A
N
1
H
O
U
R
W
H
E
R
E
CO
N
N
E
C
T
I
N
G
L
E
S
S
T
H
A
N
F
O
U
R
ST
O
R
I
E
S
.
T
H
E
N
U
M
B
E
R
O
F
STORIES CONNECTED BY THE SHAFT
EN
C
L
O
S
U
R
E
SH
A
L
L
I
N
C
L
U
D
E
A
N
Y
BA
S
E
M
E
N
T
S
BUT NOT ANY MEZZANINES.SHAFT
EN
C
L
O
S
U
R
E
S
SH
A
L
L
H
A
V
E
A
FI
R
E
-RE
S
I
S
T
A
N
C
E
R
A
T
I
N
G
NOT LESS THAN THE FLOOR ASSEMBLY
PE
N
E
T
R
A
T
E
D
,
B
U
T
N
E
E
D
N
O
T
E
X
C
E
E
D
2
H
O
U
R
S
.
SHAFT ENCLOSURES SHALL MEET THE
RE
Q
U
I
R
E
M
E
N
T
S
O
F
SE
C
T
I
O
N
7
0
3
.
2
.
1
.
71
6
.
2
.
6
F
I
R
E
D
O
O
R
H
A
R
D
W
A
R
E
A
N
D
C
L
O
S
U
R
E
S
FI
R
E
D
O
O
R
HA
R
D
W
A
R
E
A
N
D
C
L
O
S
U
R
E
S
S
H
A
L
L
B
E
I
N
S
T
A
L
L
E
D
O
N
FIRE DOOR ASSEMBLIES IN
AC
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
R
E
Q
U
I
R
E
M
E
N
T
S
O
F
T
H
I
S
S
E
C
T
I
O
N
.
CHAPTER 7
FI
R
E
P
R
O
T
E
C
T
I
O
N
A
N
D
L
I
F
E
SA
F
E
T
Y
S
Y
S
T
E
M
S
[F
]
9
0
3
.
3
.
1
.
2
N
F
P
A
1
3
R
S
P
R
I
N
K
L
E
R
S
Y
S
T
E
M
S
.
AU
T
O
M
A
T
I
C
S
P
R
I
N
K
L
E
R
S
Y
S
T
E
M
S
I
N
G
R
O
U
P
R
O
C
C
U
P
A
N
C
I
E
S
UP TO AND INCLUDING FOUR
ST
O
R
I
E
S
I
N
H
E
I
G
H
T
I
N
B
U
I
L
D
I
N
G
S
N
O
T
E
X
C
E
E
D
I
N
G
6
0
F
E
E
T (18 288 MM) IN HEIGHT ABOVE GRADE
PL
A
N
E
S
H
A
L
L
B
E
P
E
R
M
I
T
T
E
D
T
O
B
E
I
N
S
T
A
L
L
E
D
T
H
R
O
U
G
H
O
U
T
IN ACCORDANCE WITH NFPA 13R.
TH
E
N
U
M
B
E
R
O
F
S
T
O
R
I
E
S
O
F
G
R
O
U
P
R
O
C
C
U
P
A
N
C
I
E
S
C
O
N
S
T
R
UCTED IN ACCORDANCE WITH
SE
C
T
I
O
N
S
5
1
0
.
2
A
N
D
5
1
0
.
4
S
H
A
L
L
B
E
M
E
A
S
U
R
E
D
F
R
O
M
T
H
E
HORIZONTAL ASSEMBLY CREATING
SE
P
A
R
A
T
E
B
U
I
L
D
I
N
G
S
.
[F
]
9
0
3
.
3
.
1
.
2
.
1
B
A
L
C
O
N
I
E
S
A
N
D
D
E
C
K
S
.
SP
R
I
N
K
L
E
R
P
R
O
T
E
C
T
I
O
N
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
F
O
R
E
X
T
E
R
I
O
R
BALCONIES, DECKS AND GROUND
FL
O
O
R
P
A
T
I
O
S
O
F
DW
E
L
L
I
N
G
U
N
I
T
S
AN
D
SL
E
E
P
I
N
G
U
N
I
T
S
WHERE EITHER OF THE FOLLOWING
CO
N
D
I
T
I
O
N
S
E
X
I
S
T
S
:
1.
TH
E
B
U
I
L
D
I
N
G
I
S
O
F
T
Y
P
E
V
C
O
N
S
T
R
U
C
T
I
O
N
,
P
R
O
V
I
D
E
D
T
H
AT THERE IS A ROOF OR DECK
AB
O
V
E
.
2.
EX
T
E
R
I
O
R
B
A
L
C
O
N
I
E
S
,
D
E
C
K
S
A
N
D
G
R
O
U
N
D
F
L
O
O
R
P
A
T
I
O
S
O
F DWELLING
UN
I
T
S
AN
D
SL
E
E
P
I
N
G
U
N
I
T
S
AR
E
C
O
N
S
T
R
U
C
T
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
SECTION
70
5
.
2
.
3
.
1
,
E
X
C
E
P
T
I
O
N
3
.
SI
D
E
W
A
L
L
S
P
R
I
N
K
L
E
R
S
T
H
A
T
A
R
E
U
S
E
D
T
O
P
R
O
T
E
C
T
S
U
C
H
AREAS SHALL BE PERMITTED TO BE
LO
C
A
T
E
D
S
U
C
H
T
H
A
T
T
H
E
I
R
D
E
F
L
E
C
T
O
R
S
A
R
E
W
I
T
H
I
N
1
I
N
C
H (25 MM) TO 6 INCHES (152 MM)
BE
L
O
W
T
H
E
S
T
R
U
C
T
U
R
A
L
M
E
M
B
E
R
S
A
N
D
A
M
A
X
I
M
U
M
D
I
S
T
A
N
C
E
OF 14 INCHES (356 MM) BELOW
TH
E
D
E
C
K
O
F
T
H
E
E
X
T
E
R
I
O
R
B
A
L
C
O
N
I
E
S
A
N
D
D
E
C
K
S
T
H
A
T
A
RE CONSTRUCTED OF OPEN WOOD
JO
I
S
T
C
O
N
S
T
R
U
C
T
I
O
N
.
CHAPTER 9
ME
A
N
S
O
F
E
G
R
E
S
S
SE
C
T
I
O
N
1
0
0
4
O
C
C
U
P
A
N
T
L
O
A
D
TA
B
L
E
1
0
0
4
.
5
M
A
X
I
M
U
M
F
L
O
O
R
A
R
E
A
A
L
L
O
W
A
N
C
E
S
P
E
R
O
C
C
U
PA
N
T
.
RE
S
I
D
E
N
T
I
A
L
:
2
0
0
G
R
O
S
S
10
0
5
.
3
R
E
Q
U
I
R
E
D
C
A
P
A
C
I
T
Y
B
A
S
E
D
O
N
O
C
C
U
P
A
N
T
L
O
A
D
10
0
5
.
3
.
1
S
T
A
I
R
W
A
Y
S
.
TH
E
C
A
P
A
C
I
T
Y
,
I
N
I
N
C
H
E
S
,
O
F
ME
A
N
S
O
F
E
G
R
E
S
S
ST
A
I
R
W
A
Y
S
SH
A
L
L
B
E
C
A
L
C
U
L
A
T
E
D
B
Y
MU
L
T
I
P
L
Y
I
N
G
T
H
E
OC
C
U
P
A
N
T
L
O
A
D
SE
R
V
E
D
B
Y
S
U
C
H
ST
A
I
R
W
A
Y
S
BY
A
ME
A
N
S
O
F
EG
R
E
S
S
CA
P
A
C
I
T
Y
F
A
C
T
O
R
O
F
0
.
3
I
N
C
H
(
7
.
6
M
M
)
P
E
R
O
C
C
U
P
A
N
T
.
WH
E
R
E
ST
A
I
R
W
A
Y
S
SE
R
V
E
MO
R
E
T
H
A
N
O
N
E
ST
O
R
Y
,
O
N
L
Y
T
H
E
OC
C
U
P
A
N
T
L
O
A
D
OF
E
A
C
H
ST
O
R
Y
CO
N
S
I
D
E
R
E
D
I
N
D
I
V
I
D
U
A
L
L
Y
SH
A
L
L
B
E
U
S
E
D
I
N
C
A
L
C
U
L
A
T
I
N
G
T
H
E
R
E
Q
U
I
R
E
D
C
A
P
A
C
I
T
Y
OF
T
H
E
ST
A
I
R
W
A
Y
S
SE
R
V
I
N
G
TH
A
T
ST
O
R
Y
.
EX
C
E
P
T
I
O
N
S
:
1.
FO
R
O
T
H
E
R
T
H
A
N
GR
O
U
P
H
AN
D
I -2
OC
C
U
P
A
N
C
I
E
S
,
T
H
E
C
A
P
A
C
I
T
Y
,
I
N
I
N
C
H
E
S
,
O
F
ME
A
N
S
OF
E
G
R
E
S
S
ST
A
I
R
W
A
Y
S
SH
A
L
L
B
E
C
A
L
C
U
L
A
T
E
D
B
Y
M
U
L
T
I
P
L
Y
I
N
G
T
H
E
OC
C
U
P
A
N
T
LO
A
D
SE
R
V
E
D
B
Y
S
U
C
H
ST
A
I
R
W
A
Y
S
BY
A
ME
A
N
S
O
F
E
G
R
E
S
S
CA
P
A
C
I
T
Y
F
A
C
T
O
R
O
F
0
.
2
I
N
C
H
(5
.
1
M
M
)
P
E
R
O
C
C
U
P
A
N
T
I
N
B
U
I
L
D
I
N
G
S
E
Q
U
I
P
P
E
D
T
H
R
O
U
G
H
OU
T
W
I
T
H
A
N
AU
T
O
M
A
T
I
C
SP
R
I
N
K
L
E
R
S
Y
S
T
E
M
IN
S
T
A
L
L
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
SE
C
T
I
O
N
9
0
3
.
3
.
1
.
1
OR
90
3
.
3
.
1
.
2
AN
D
A
N
EM
E
R
G
E
N
C
Y
V
O
I
C
E
/
A
L
A
R
M
C
O
M
M
U
N
I
C
A
T
I
O
N
S
Y
S
T
E
M
I
N
A
C
C
O
R
DA
N
C
E
W
I
T
H
SE
C
T
I
O
N
90
7
.
5
.
2
.
2
.
10
0
5
.
3
.
2
O
T
H
E
R
E
G
R
E
S
S
C
O
M
P
O
N
E
N
T
S
TH
E
C
A
P
A
C
I
T
Y
,
I
N
I
N
C
H
E
S
,
O
F
ME
A
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L
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O
U
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E
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T
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R
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U
S
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L
A
S
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E
S
O
F
U
N
I
T
S
.
EX
C
E
P
T
I
O
N
S
:
1.
T
H
E
N
U
M
B
E
R
O
F
T
Y
P
E
A
U
N
I
T
S
I
S
P
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M
I
T
T
E
D
T
O
B
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R
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D
U
CE
D
I
N
A
C
C
O
R
D
A
N
C
E
WI
T
H
S
E
C
T
I
O
N
1
1
0
7
.
7
.
2.
E
X
I
S
T
I
N
G
S
T
R
U
C
T
U
R
E
S
O
N
A
S
I
T
E
S
H
A
L
L
N
O
T
C
O
N
T
R
I
B
U
T
E
TO
T
H
E
T
O
T
A
L
N
U
M
B
E
R
O
F
UN
I
T
S
O
N
A
S
I
T
E
.
11
0
7
.
6
.
2
.
2
.
2
T
Y
P
E
B
U
N
I
T
S
.
WH
E
R
E
T
H
E
R
E
A
R
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F
O
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R
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M
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L
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,
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Y
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E
L
L
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N
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N
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T
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D
S
L
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E
P
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UN
I
T
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C
C
U
P
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H
A
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L
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T
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B
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N
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T
.
CH
A
P
T
E
R
1
1
BU
I
L
D
I
N
G
H
E
I
G
H
T
A
N
D
A
R
E
A
TA
B
L
E
5
0
4
.
3
M
A
X
A
L
L
O
W
A
B
L
E
B
U
I
L
D
I
N
G
H
E
I
G
H
T
S
P
R
I
N
K
L
E
R
ED: 60'
AC
T
U
A
L
H
E
I
G
H
T
:
37
'
TA
B
L
E
5
0
4
.
4
M
A
X
A
L
L
O
W
A
B
L
E
N
U
M
B
E
R
O
F
S
T
O
R
I
E
S
S
P
R
I
N
K
L
ERED, TYPE V-B: 3 STORIES
AC
T
U
A
L
N
U
M
B
E
R
O
F
S
T
O
R
I
E
S
:
3
S
T
O
R
I
E
S
TA
B
L
E
5
0
6
.
2
M
A
X
A
L
L
O
W
A
B
L
E
A
R
E
A
S
P
R
I
N
K
L
E
R
E
D
:
7,000 S.F. (W/ NFPA 13R SPRINKLER
SY
S
T
E
M
.
)
50
6
.
2
.
3
S
I
N
G
L
E
-
O
C
C
U
P
A
N
C
Y
,
M
U
L
T
I
S
T
O
R
Y
B
U
I
L
D
I
N
G
S
TH
E
A
L
L
O
W
A
B
L
E
A
R
E
A
O
F
A
S
I
N
G
L
E
-
O
C
C
U
P
A
N
C
Y
B
U
I
L
D
I
N
G
W
ITH MORE THAN ONE STORY ABOVE
GR
A
D
E
P
L
A
N
E
S
H
A
L
L
B
E
D
E
T
E
R
M
I
N
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
EQUATION 5-2:
Aa
=
[
A
t
+
(
N
S
X
I
f
)
]
x
S
a
Aa
=
[
7
,
0
0
0
+
(
7
,
0
0
0
X
.
3
0
)
X
1
=
9
,
1
0
0
S
Q
U
A
R
E
F
E
E
T
PER STORY (W/ NFPA 13R SPRINKLER SYSTEM.)
Aa
=
[
7
,
0
0
0
+
(
7
,
0
0
0
X
.
3
0
)
X
.
3
=
2
7
,
3
0
0
S
Q
U
A
R
E
F
E
E
T
AC
T
U
A
L
A
R
E
A
:
21
,
1
8
3
S
Q
U
A
R
E
F
E
E
T
Aa
=
A
L
L
O
W
A
B
L
E
A
R
E
A
(
S
Q
U
A
R
E
F
E
E
T
)
.
At
=
T
U
B
U
L
A
R
A
L
L
O
W
A
B
L
E
A
R
E
A
F
A
C
T
O
R
(
N
S
,
S
1
3
R
,
S
1
3
D
,
O
R
SM VALUE, AS APPLICABLE) IN
AC
C
O
R
D
A
N
C
E
W
I
T
H
T
A
B
L
E
5
0
6
.
2
NS
=
T
U
B
U
L
A
R
A
L
L
O
W
A
B
L
E
A
R
E
A
F
A
C
T
O
R
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
TABLE 506.2 FOR A
NO
N
S
P
R
I
N
K
L
E
R
E
D
B
U
I
L
D
I
N
G
(
R
E
G
A
R
D
L
E
S
S
O
F
W
E
T
H
E
R
T
H
E
B
UILDING IS SPRINKLERED).
If
=
A
R
E
A
F
A
C
T
O
R
I
N
C
R
E
A
S
E
D
U
E
T
O
F
R
O
N
T
A
G
E
(
P
E
R
C
E
N
T
)
A
S
CALCULATED IN ACCORDANCE
WI
T
H
S
E
C
T
I
O
N
5
0
6
.
3
Sa
=
A
C
T
U
A
L
N
U
M
B
E
R
O
F
B
U
I
L
D
I
N
G
S
T
O
R
I
E
S
A
B
O
V
E
G
R
A
D
E
P
L
A
N
E, NOT TO EXCEED THREE. FOR
BU
I
L
D
I
N
G
S
E
Q
U
I
P
P
E
D
T
H
R
O
U
G
H
O
U
T
W
I
T
H
A
N
A
U
T
O
M
A
T
I
C
S
P
R
INKLER SYSTEM
I
N
S
T
A
L
L
E
D
I
N
AC
C
O
R
D
A
N
C
E
W
I
T
H
S
E
C
T
I
O
N
9
0
3
.
3
.
1
.
2
,
U
S
E
T
H
E
A
C
T
U
A
L
N
UMBER OF BUILDING STORIES ABOVE
GR
A
D
E
P
L
A
N
E
,
N
O
T
T
O
E
X
C
E
E
D
F
O
U
R
.
NO
I
N
D
I
V
I
D
U
A
L
S
T
O
R
Y
S
H
A
L
L
E
X
C
E
E
D
T
H
E
A
L
L
O
W
A
B
L
E
A
R
E
A
(AA) AS DETERMINED BY EQUATION
5-
2
U
S
I
N
G
T
H
E
V
A
L
U
E
O
F
S
A
=
1
.
CHAPTER 5
AC
C
E
S
S
I
B
I
L
I
T
Y
T
Y
P
E
A
U
N
I
T
S
SE
C
T
I
O
N
1
1
0
3
T
Y
P
E
A
U
N
I
T
S
11
0
3
.
3
A
C
C
E
S
S
I
B
L
E
R
O
U
T
E
AC
C
E
S
S
I
B
L
E
R
O
U
T
E
S
W
I
T
H
I
N
T
Y
P
E
A
U
N
I
T
S
S
H
A
L
L
C
O
M
P
L
Y
WI
T
H
S
E
C
T
I
O
N
1
1
0
3
.
3
.
11
0
3
.
3
.
1
L
O
C
A
T
I
O
N
AT
L
E
A
S
T
O
N
E
A
C
C
E
S
S
I
B
L
E
R
O
U
T
E
S
H
A
L
L
C
O
N
N
E
C
T
A
L
L
S
P
A
CE
S
A
N
D
E
L
E
M
E
N
T
S
T
H
A
T
A
R
E
A
PA
R
T
O
F
T
H
E
U
N
I
T
.
A
C
C
E
S
S
I
B
L
E
R
O
U
T
E
S
S
H
A
L
L
C
O
I
N
C
I
D
E
WI
T
H
O
R
B
E
L
O
C
A
T
E
D
I
N
T
H
E
S
A
M
E
AR
E
A
A
S
A
G
E
N
E
R
A
L
C
I
R
C
U
L
A
T
I
O
N
P
A
T
H
.
11
0
3
.
3
.
2
T
U
R
N
I
N
G
S
P
A
C
E
AL
L
R
O
O
M
S
S
E
R
V
E
D
B
Y
A
N
A
C
C
E
S
S
I
B
L
E
R
O
U
T
E
S
H
A
L
L
P
R
O
V
I
DE
A
T
U
R
N
I
N
G
S
P
A
C
E
C
O
M
P
L
Y
I
N
G
WI
T
H
S
E
C
T
I
O
N
3
0
4
.
EX
C
E
P
T
I
O
N
S
:
A
T
U
R
N
I
N
G
S
P
A
C
E
I
S
N
O
T
R
E
Q
U
I
R
E
D
I
N
T
O
I
L
E
T
R
O
O
M
S
A
N
D
B
A
T
H
R
O
O
M
S
T
H
A
T
A
R
E
N
O
T
RE
Q
U
I
R
E
D
T
O
C
O
M
P
L
Y
W
I
T
H
S
E
C
T
I
O
N
1
1
0
3
.
1
1
.
2
.
1.
A
T
U
R
N
I
N
G
S
P
A
C
E
I
S
N
O
T
R
E
Q
U
I
R
E
D
W
I
T
H
I
N
C
L
O
S
E
T
S
O
R
P
A
N
T
R
I
E
S
T
H
A
T
A
R
E
4
8
IN
C
H
E
S
(
1
2
2
0
M
M
)
M
A
X
I
M
U
M
I
N
D
E
P
T
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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FLOOR -CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5075 1 HOUR FIRE 55 TO 59 STC SOUND1 1/4" GYPCRETE 1/4" SOUND REDUCTION MAT PLYWOOD SUBFLOOR WOOD I -JOISTS 3 1/2" GLASS FIBER INSULATION 1/2" RESILIENT CHANNELS WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3267 1 HOUR FIRE 50 TO 54 STC SOUND5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 1/2" RESILIENT CHANNELS 5/8" TYPE X GYPSUM SHEATHING WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3116 1 HOUR FIRE 55 TO 59 STC SOUNDTWO LAYERS 5/8" TYPE X GYPSUM WALL BOARD 5/8" TYPE X GYPSUM WALL BOARD 2 X 4 WOOD STUDS ON SEPARATE PLATES 3 1/2" GLASS FIBER INSULATION BATTS 1" AIR SPACE 5/8" TYPE X GYPSUM WALL BOARDWALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3247 1 HOUR FIRE5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM SHEATHING WALLS AND PARTITIONS AT FLOOR -CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5052 AND GA FILE NO. WP 3247 1 HOUR FIRE 5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM WALL BOARD WALLS AND PARTITIONS AT FLOOR -CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5075 AND GA FILE NO. WP 3116 1 HOUR FIRE 1 1/4" GYPCRETE 1/4" SOUND REDUCTION MAT PLYWOOD SUBFLOOR WOOD I -JOISTS 3 1/2" GLASS FIBER INSULATION 1/2" RESILIENT CHANNELS TWO LAYERS 5/8" TYPE X GYPSUM WALL BOARD5/8" TYPE X GYPSUM WALL BOARD 2 X 4 WOOD STUDS ON SEPARATE PLATES 3 1/2" GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM WALL BOARD 5/8" TYPE X GYPSUM WALL BOARD 2 X 4 WOOD STUDS ON SEPARATE PLATES 3 1/2" GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM WALL BOARD5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM SHEATHING WALLS AND PARTITIONS AT FLOOR -CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5052, GA FILE NO. FC 5075, AND GA FI LE NO. WP 3267 1 HOUR FIRE 5/8" TYPE X GYPSUM WALL BOARD WOOD STUDS GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM WALL BOARDWOOD STUDS GLASS FIBER INSULATION BATTS 5/8" TYPE X GYPSUM SHEATHING1/2" RESILIENT CHANNELS 1/2" RESILIENT CHANNELSFLOOR-CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5052 1 HOUR FIRE 55 TO 59 STC SOUND3" GYPCRETE 1/4" SOUND REDUCTION MAT PLYWOOD SUBFLOOR WOOD JOISTS 3 1/2" GLASS FIBER INSULATION 1/2" RESILIENT CHANNELS 5/8" TYPE X GYPSUM WALL BOARD 3" GYPCRETE 1/4" SOUND REDUCTION MAT PLYWOOD SUBFLOOR WOOD JOISTS 3 1/2" GLASS FIBER INSULATION 1/2" RESILIENT CHANNELS 5/8" TYPE X GYPSUM WALL BOARD 3" GYPCRETE 1/4" SOUND REDUCTION MAT PLYWOOD SUBFLOOR WOOD JOISTS 3 1/2" GLASS FIBER INSULATION 1/2" RESILIENT CHANNELS 5/8" TYPE X GYPSUM WALL BOARD
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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CR1.3CODE REVIEW 2ND FLOOR PLAN211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO
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GA FC5075 GA FC5075GA FC5075 GA FC5075 GA FC5075GA FC5075 GA FC5075GA FC5075GA FC5052GA FC5052
GA FC5075 GA FC5075GA FC5075 GA FC5075 GA FC5075GA FC5075 GA FC5075GA FC5075GA FC5052GA FC5052
GA
W
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2
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7
GA
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7
GA
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7
GA
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GA
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GA
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7
GA
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GA
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7
GA
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GA
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7
GA
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GA
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7
GA FC5075 GA FC5075GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075
GA FC5075 GA FC5075GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075
GA
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GA
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3
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GA
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1
6
GA
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3
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GA
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3
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GA
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GA
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GA
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GA
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GA
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GA
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GA WP3116 GA WP3116
T.O. FLOOR 100' -0"
ELEV.0' -0"
T.O. WALL PLATE 109' -1 1/8"
ELEV.9' -1 1/8"
T.O. FLOOR 110' -3 1/4"
ELEV.10' -3 1/4"
1
A5.3
________
T.O. WALL PLATE 119' -4 3/8"
ELEV.19' -4 3/8"
T.O. FLOOR 121' -6 1/2"
ELEV.20' -6 1/2"
T.O. ROOF FRAME 132' -9 3/4"
ELEV.32' -8 3/8"
1
T.O. PARAPET 3
ELEV.37' -0"
5610 37
T.O. FOOTING 96' -0"
ELEV.-4' -0"
29482
A5.3
________
T.O. PARAPET 2
ELEV.35' -9 3/4"T.O. PARAPET1
ELEV.34' -8 5/8"
2
A5.4
________1
A5.5
________1
A5.4
________2
CR1.4
________
T.O. FLOOR 100' -0"
ELEV.0' -0"
T.O. WALL PLATE 109' -1 1/8"
ELEV.9' -1 1/8"
T.O. FLOOR 110' -3 1/4"
ELEV.10' -3 1/4"
BCDEG
T.O. WALL PLATE 119' -4 3/8"
ELEV.19' -4 3/8"
T.O. FLOOR 121' -6 1/2"
ELEV.20' -6 1/2"
T.O. ROOF FRAME 132' -9 3/4"
ELEV.32' -8 3/8"
T.O. PARAPET 3
ELEV.37' -0"
F A
T.O. WALL PLATE 129' -7 5/8"
ELEV.29' -7 5/8"
T.O. FOOTING 96' -0"
ELEV.-4' -0"
1
A5.1
________2
A5.1
________
T.O. PARAPET 2
ELEV.35' -9 3/4"T.O. PARAPET1
ELEV.34' -8 5/8"
1
A5.2
________2
A5.2
________1
CR1.4
________
FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5075
1 HOUR FIRE
55 TO 59 STC SOUND
1 1/4" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD I-JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
WALLS AND INTERIOR PARTITIONS, WOOD FRAMED
GA FILE NO. WP 3267
1 HOUR FIRE
50 TO 54 STC SOUND
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
1/2" RESILIENT CHANNELS
5/8" TYPE X GYPSUM SHEATHING
WALLS AND INTERIOR PARTITIONS, WOOD FRAMED
GA FILE NO. WP 3116
1 HOUR FIRE
55 TO 59 STC SOUND
TWO LAYERS 5/8" TYPE X GYPSUM WALL BOARD
5/8" TYPE X GYPSUM WALL BOARD
2 X 4 WOOD STUDS ON SEPARATE PLATES
3 1/2" GLASS FIBER INSULATION BATTS
1" AIR SPACE
5/8" TYPE X GYPSUM WALL BOARD
WALLS AND INTERIOR PARTITIONS, WOOD FRAMED
GA FILE NO. WP 3247
1 HOUR FIRE
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM SHEATHING
WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5052 AND GA FILE NO. WP 3247
1 HOUR FIRE
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM WALL BOARD
WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5075 AND GA FILE NO. WP 3116
1 HOUR FIRE
1 1/4" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD I-JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
TWO LAYERS 5/8" TYPE X GYPSUM WALL BOARD
5/8" TYPE X GYPSUM WALL BOARD
2 X 4 WOOD STUDS ON SEPARATE PLATES
3 1/2" GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM WALL BOARD
5/8" TYPE X GYPSUM WALL BOARD
2 X 4 WOOD STUDS ON SEPARATE PLATES
3 1/2" GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM WALL BOARD
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM SHEATHING
WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5052, GA FILE NO. FC 5075, AND GA FILE NO. WP 3267
1 HOUR FIRE
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM SHEATHING
1/2" RESILIENT CHANNELS
1/2" RESILIENT CHANNELS
FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5052
1 HOUR FIRE
55 TO 59 STC SOUND
3" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
5/8" TYPE X GYPSUM WALL BOARD
3" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
5/8" TYPE X GYPSUM WALL BOARD
3" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
5/8" TYPE X GYPSUM WALL BOARD
UNIT 102
-
RESIDENTIAL 200
GROSS
926 SQ FT GROSS
5 OCCUPANTS
7
EXIT
NUMBER OF OCCUPANTS
ALTERNATE EXIT ROUTE
FUNCTION OF SPACE
(IBC TABLE 1004.1.2)
AREA OF OCCUPANCY
(SQUARE FEET)
NUMBER OF OCCUPANTS
(AREA/OCC. LOAD FACTOR)
OCCUPANCY LOAD FACTOR
(IBC TABLE 1004.1.2)
ROOM NAME AND NUMBER
FIRE
EXTINGUISHER
NUMBER OF OCCUPANTS FROM
ADJACENT STORY
EXIT ACCESS TRAVEL PATH
EXIT ACCESS TRAVEL PATH
FROM ADJACENT STORY
42
FIRE-RESISTANT-RATED
CONSTRUCTION ASSEMBLY AND
REFERENCE NUMBER
FE
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
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CODE REVIEW
SECTIONS
2115
04/18/2022
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1/8" = 1'-0"CR1.4
1 CODE REVIEW BUILDING SECTION B
1/8" = 1'-0"CR1.4
2 CODE REVIEW BUILDING SECTION F
FIRE-RATED ASSEMBLIESCODE REVIEW PLAN LEGEND
NFPA 13R SPRINKLER SYSTEM
THIS PROJECT SHALL BE EQUIPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED
THROUGHOUT IN ACCORDANCE WITH NFPA 13R.
no. description date
B
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FIGURE 306.3 FIGURE 404.2.3.2(H)FIGURE 404.2.3.2(F)FIGURE 611.2 FIGURE 404.2.3.2(A)
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FIGURE 404.2.3.2(F)FIGURE 404.2.3.2(G)FIGURE 304.3.2.1(A)
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
4
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CR1.5CODE REVIEW TYPE A UNIT FLOOR PLANS211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO 1/4" = 1'-0"CR1.51CODE REVIEW 1ST FLOOR UNIT 1 AND 2 PLAN
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MIN11"MIN 9"MIN 27"MIN8"MIN 30"MAX25"FIGURE 306.3(A)KNEE CLEARANCE -ELEVATIONFIGURE 306.3(B)KNEE CLEARANCE -PLAN MIN 15"MAX 48"FIGURE 308.2.1 UNOBSTRUCTED FORWARD REACH MAX 48"MAX10"FIGURE 308.3.2(A)OBSTRUCTED HIGH SIDE REACHFIGURE 308.3.2(B)OBSTRUCTED HIGH SIDE REACHMAX34"MAX> 10"-24"MAX 46"MAX20"48" MAX MAX>20" - 25"44" MAX (A)(B)FIGURE 308.2.2 OBSTRUCTED HIGH FORWARD REACH MIN 15"MAX10"MAX 48"FIGURE 308.3.1 UNOBSTRUCTED SIDE REACH
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52" MIN 30" MIN FIGURE 305.3.1 SIZE OF CLEAR FLOOR SPACE -NEW BUILDING67" MIN 10" MAX FIGURE 304.3.1.1 CIRCULAR TURNING SPACE -NEW BUILDINGS SIZE AND OVERLAP FIGURE 304.3.2.1 T -SHAPED TURNING SPACE -NEW BUILDINGSMIN16"36" MIN MIN16"68" MIN 36" MIN 24" MIN60" MIN8"8"MIN11"42" MIN MIN11"64" MIN 38" MIN 22" MIN60" MIN FIGURE 404.2.3.2(F)
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FIGURE 404.2.3.3(D)MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS -STOP OR LATCH APPROACH42" MIN 32" MIN 24" MIN
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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CR1.6ICC A117.1-2017 FIGURES211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO1/4" = 1'-0"CR1.64FIGURE 306.3 1/4" = 1'-0"CR1.65FIGURE 308.2.1 1/4" = 1'-0"CR1.68FIGURE 308.3.21/4" = 1'-0"CR1.66FIGURE 308.2.2 1/4" = 1'-0"CR1.67FIGURE 308.3.1
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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CR1.7COMCHECK211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO no.
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E1 W1 E4 E5W2E2W3W4 GA FILE NO. WP 3267 1 HOUR FIRE -50 TO 54 STC SOUND5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS BATT INSULATION R -21 MIN.SHEATHING -SEE STRUCTURAL DRAWINGS AIR GAP METAL PANEL SIDING 5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS BATT INSULATION R -21 MIN.SHEATHING -SEE STRUCTURAL DRAWINGS ENGINEERED WOOD SIDING 5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS BATT INSULATION R -21 MIN.SHEATHING -SEE STRUCTURAL DRAWINGS EFIS SIDING WITH 2" RIGID INSULATION ENGINEERED WOOD SIDING EACH SIDE 2X FRAMING -SEE STRUCTURAL DRAWINGSSHEATHING EACH SIDE -SEE STRUCTURAL DRAWINGS 5/8" GYPSUM WALL BOARD EACH SIDE 2X FRAMING -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION 5/8" GYPSUM WALL BOARD EACH SIDE 2X FRAMING -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION1/2" RESILIENT CHANNEL 5/8" GYPSUM WALL BOARD EACH SIDE 2X FRAMING -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION 5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION 1/2" RESILIENT CHANNEL 5/8" GYPSUM WALL BOARDE35/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS BATT INSULATION R -21 MIN.SHEATHING -SEE STRUCTURAL DRAWINGS STUCCO FINISH W5 GA FILE NO. WP 3116 1 HOUR FIRE -55 TO 59 STC SOUND5/8" GYPSUM WALL BOARD 2X FRAMING -SEE STRUCTURAL DRAWINGS FULL THICKNESS BATT INSULATION 2" CONTINUOUS AIR SPACE 5/8" GYPSUM WALL BOARDGA FILE NO. WP 3247 1 HOUR FIRE project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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A1.11ST FLOOR PLAN211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO1. PROVIDE BACKING PLATES IN STUD WALLS FOR ALL TOI LET ACCESSORIES, CASEWORK, ETC.2. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOO R PLANS OF ARCHITECTURAL OR STRUCTURAL DRAWINGS, CONTACT ARCHITECT FOR CLARI FICATION.3. ALL G.W.B. TO BE 5/8" UNLESS NOTED OTHERWISE.4. USE WATER RESISTANT G.W.B. IN ALL WET AREAS.5. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS D ISSIMILAR MATERIAL, EXCEPT STONE.6. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED OTHERWISE.7. LOCATE DOOR R.O. 3" FROM ADJACENT STUD WALL UNLE SS NOTED OTHERWISE.8. SEE A1 SERIES FOR WALL TYPES 9. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE.10. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES.11. SEE A11 SERIES FOR REFLECTED CEILING PLANS.GENERAL NOTES
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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P
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A1.22ND FLOOR PLAN211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO
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1. PROVIDE BACKING PLATES IN STUD WALLS FOR ALL TOI LET ACCESSORIES, CASEWORK, ETC.2. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOO R PLANS OF ARCHITECTURAL OR STRUCTURAL DRAWINGS, CONTACT ARCHITECT FOR CLARI FICATION.3. ALL G.W.B. TO BE 5/8" UNLESS NOTED OTHERWISE.4. USE WATER RESISTANT G.W.B. IN ALL WET AREAS.5. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS D ISSIMILAR MATERIAL, EXCEPT STONE.6. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED OTHERWISE.7. LOCATE DOOR R.O. 3" FROM ADJACENT STUD WALL UNLE SS NOTED OTHERWISE.8. SEE A1 SERIES FOR WALL TYPES 9. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE.10. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES.11. SEE A11 SERIES FOR REFLECTED CEILING PLANS.GENERAL NOTES KEYED NOTES 033000.60
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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A1.41ST FLOOR UNIT PLANS211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO 1/4" = 1'-0"A1.411ST FLOOR UNIT 1 AND 2 PLAN
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-
8
"
7"
10
"
4'
-
6
"
1'
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8
"
1
3
/
4
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5
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2
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2
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1
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5
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2
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1
2
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-
4
"
5
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5
3
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4
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7
3
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4
"
4
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5
1
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4
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6
'
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3
/
4
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4
'
-
0
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5
1
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2
"
2
'
-
6
1
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2
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1
5
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-
4
"
4
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8
1
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2
"
9
1
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4
"
1
1
'
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8
1
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4
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4
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-
0
"
3
6
'
-
6
"
30
'
-
2
3
/
4
"
6
1
/
4
"
2'
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1
1
3
/
4
"
3'
-
0
1
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4
"
1'
-
2
1
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4
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1"
4
1
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2
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30
'
-
9
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7'
-
3
1
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4
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38
'
-
0
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3'
-
9
"
2'
-
3
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5
1
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2
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4'
-
6
"
9'
-
0
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3'
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4
1
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2
"
4'
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4
1
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2
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9'
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1
1
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4
1
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2
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4
1
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6'
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5
1
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31
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2
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1
1
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5'
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6
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3'
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6
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2'
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3
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9'
-
1
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12
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8
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9'
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11
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6
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1
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4
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5
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A B B B
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7
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W5
W1
W1
W1
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W1
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E2
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23
0
0
0
0
project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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A1.52ND & 3RD FLOOR UNIT PLANS211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO 1. PROVIDE BACKING PLATES IN STUD WALLS FOR ALL TOI LET ACCESSORIES, CASEWORK, ETC.2. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOO R PLANS OF ARCHITECTURAL OR STRUCTURAL DRAWINGS, CONTACT ARCHITECT FOR CLARI FICATION.3. ALL G.W.B. TO BE 5/8" UNLESS NOTED OTHERWISE.4. USE WATER RESISTANT G.W.B. IN ALL WET AREAS.5. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS D ISSIMILAR MATERIAL, EXCEPT STONE.6. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED OTHERWISE.7. LOCATE DOOR R.O. 3" FROM ADJACENT STUD WALL UNLE SS NOTED OTHERWISE.8. SEE A1 SERIES FOR WALL TYPES 9. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE.10. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES.11. SEE A11 SERIES FOR REFLECTED CEILING PLANS.GENERAL NOTES1/4" = 1'-0"A1.512ND & 3RD FLOOR UNIT 1 AND 2 PLAN
1/
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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A2.1AREA PLANS211504/18/2022TETON RIVER LOFTS REXBURG, IDAHOSQUARE FOOTAGE CALCULATIONS GROSS AREAS OVERALL GROSS 1ST FLOOR AREA 7,154 SF OVERALL GROSS 2ND FLOOR AREA 7,024 SF OVERALL GROSS 3RD FLOOR AREA 7,024 SF TOTAL HABITABLE 21,202 SF 1/8" = 1'-0"A2.111ST FLOOR OVERALL AREA PLAN1.GROSS BUILDING AREAS ARE MEASURED FROM EXTERIOR FAC E OF FRAMING.2.UNIT AREAS ARE MEASURED FROM EXTERIOR FACE OF FRAMI NG OF EXTERIOR WALLS AND CENTER LINE OF INTERIOR WALLS.3.2ND AND 3RD FLOORS ARE IDENTICAL.
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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P
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A2.2BUILDINGDETAILS211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO3" = 1'-0"A2.22TRIM -
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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A3.1EXTERIORELEVATIONS211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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A4.2ROOF DETAILS211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO1. PROVIDE BACKING PLATES IN STUD WALLS FOR ALL TOI LET ACCESSORIES, CASEWORK, ETC.2. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOO R PLANS OF ARCHITECTURAL OR STRUCTURAL DRAWINGS, CONTACT ARCHITECT FOR CLARI FICATION.3. ALL G.W.B. TO BE 5/8" UNLESS NOTED OTHERWISE.4. USE WATER RESISTANT G.W.B. IN ALL WET AREAS.5. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS D ISSIMILAR MATERIAL, EXCEPT STONE.6. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED OTHERWISE.7. LOCATE DOOR R.O. 3" FROM ADJACENT STUD WALL UNLE SS NOTED OTHERWISE.8. SEE A1 SERIES FOR WALL TYPES 9. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE.10. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES.11. SEE A11 SERIES FOR REFLECTED CEILING PLANS.GENERAL NOTES
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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A5.1BUILDINGSECTIONS211504/18/2022TETON RIVER LOFTS REXBURG, IDAHOGENERAL NOTES 1. SEE A1 SERIES FOR WALL TYPES.2. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES.3. SEE A11 SERIES FOR REFLECTED CEILING PLANS.4. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOO R PLANS OF ARCHITECTURAL AND STRUCTURAL, CONTACT ARCHITECT FOR CLARIFICATION .5. ALL G.W.B. TO BE 5/8".6. SEE STRUCTURAL DRAWINGS FOR CONTROL JOINTS IN ON GRADE SLABS,EXCEPT STONE 7. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS D ISSIMILAR MATERIALS 8. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED OTHERWISE.9. PROVIDE BACKING PLATES IN FRAMED WALLS FOR ALL C ASEWORK, TOILET ACCESSORIES AND OTHER WALL MOUNTED ITEMS.
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D D D project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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A5.2BUILDINGSECTIONS211504/18/2022TETON RIVER LOFTS REXBURG, IDAHOGENERAL NOTES 1. SEE A1 SERIES FOR WALL TYPES.2. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES.3. SEE A11 SERIES FOR REFLECTED CEILING PLANS.4. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOO R PLANS OF ARCHITECTURAL AND STRUCTURAL, CONTACT ARCHITECT FOR CLARIFICATION .5. ALL G.W.B. TO BE 5/8".6. SEE STRUCTURAL DRAWINGS FOR CONTROL JOINTS IN ON GRADE SLABS,EXCEPT STONE 7. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS D ISSIMILAR MATERIALS 8. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED OTHERWISE.9. PROVIDE BACKING PLATES IN FRAMED WALLS FOR ALL C ASEWORK, TOILET ACCESSORIES AND OTHER WALL MOUNTED ITEMS.
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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P
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A5.3BUILDINGSECTIONS211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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A6.1WALL SECTIONS211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO1. NOT ALL INTERIOR FINISHES AND CABINETS ARE SHOWN ON BUILDING SECTIONS, SEE ROOM FINISH SCHEDULE AND INTERIOR ELEVATIONS.2. SEE A1 SERIES FOR WALL TYPES. 3. SEE A6 SERIES FOR WALL SECTIONS.4. SEE A8 SERIES FOR INTERIOR ELEVATIONS.5. SEE A10 SERIES FOR DOOR SCHEDULE & WINDOW SCHEDU LE.6. ALL VAPOR BARRIER MUST BE SEALED OR TAPED AT ALL PENETRATIONS & OPENINGS. 7. ALL EXTERIOR FOUNDATION WALLS BELOW GRADE SHALL BE PROVIDED WITH DAMPPROOFING AT EXTERIOR AND 2" RIGID INSULATION AT INTERIOR, SEE WALL TYPES ON A1 SERIES. 8. SEE REFLECTED CEILING PLAN ON A11 SERIES AND ROO M FINISH SCHEDULE SHEET A2.1 FOR CEILING INFORMATION.GENERAL NOTES
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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A6.2WALL SECTIONS211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO
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1. NOT ALL INTERIOR FINISHES AND CABINETS ARE SHOWN ON BUILDING SECTIONS, SEE ROOM FINISH SCHEDULE AND INTERIOR ELEVATIONS.2. SEE A1 SERIES FOR WALL TYPES. 3. SEE A6 SERIES FOR WALL SECTIONS.4. SEE A8 SERIES FOR INTERIOR ELEVATIONS.5. SEE A10 SERIES FOR DOOR SCHEDULE & WINDOW SCHEDU LE.6. ALL VAPOR BARRIER MUST BE SEALED OR TAPED AT ALL PENETRATIONS & OPENINGS. 7. ALL EXTERIOR FOUNDATION WALLS BELOW GRADE SHALL BE PROVIDED WITH DAMPPROOFING AT EXTERIOR AND 2" RIGID INSULATION AT INTERIOR, SEE WALL TYPES ON A1 SERIES. 8. SEE REFLECTED CEILING PLAN ON A11 SERIES AND ROO M FINISH SCHEDULE SHEET A2.1 FOR CEILING INFORMATION.GENERAL NOTES no.
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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A9.1STAIR PLANS AND SECTIONS211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO1/4" = 1'-0"A9.11STAIR A 1ST FLOOR
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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A10.1DOOR &WINDOW SCHEDULES211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO
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A
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9
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4'
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no.
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a
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THRESHOLD, SET IN SEALANT FLOOR FINISH PLYWOOD SUBFLOOR FLOOR JOIST -
S
E
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STRUCTURAL DRAWINGSSIDINGFULL THICKNESS BATT INSULATONFRAMING -
S
E
E
S
T
R
U
C
T
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R
A
L
DRAWINGS 5/8" GYPSUM WALL BOARD AIR INFILTRATION BARRIERCONCRETE DECK OVER DECKING -SLOPE AWAY FROM BUILDING -
S
E
E
STRUCTURAL DRAWINGSFLOOR ASSEMBLY -
S
E
E
CR SERIES DRAWINGSVINYL SLIDING PATIO DOOR -
S
E
E
A10.1 FOR WINDOW AND DOOR TYPESSIDINGSHIM AS NECESSARY FRAMING -SEE STRUCTURAL DRAWINGSPLYWOOD SHEATHING -SEE STRUCTURAL DRAWINGS VINYL SLIDING PATIO DOOR -SEE A10.1 FOR WINDOW AND DOOR TYPES 5/8" GYPSUM WALL BOARDFULL THICKNESS BATT INSULATIONAIR INFILTRATION BARRIER VAPOR BARRIERMDF TRIMFULL THICKNESS BATT INSULATION PREFINISHED METAL FLASHING WITH DRIP EDGE PLYWOOD SHEATHING - SEE STRUCTURAL DRAWINGSSIDING 5/8" GYPSUM WALL BOARD VINYL TRANSOM WINDOW - SEE A10.1 FOR WINDOW AND DOOR TYPESHEADER-SEE STRUCTURAL DRAWNGSVAPOR BARRIER AIR INFILTRATION BARRIER -EXTEND OVER FLASHING VINYL SLIDING PATIO DOOR - SEE A10.1 FOR WINDOW AND DOOR TYPESJAMB EXTENTION
MD
F
T
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FU
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K
N
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S
B
A
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IN
S
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A
T
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N
PREFINISHED METAL FLASHING WITH DRIP EDGE PLYWOOD SHEATHING -
S
E
E
STRUCTURAL DRAWINGSSIDING
5/
8
"
G
Y
P
S
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M
W
A
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L
B
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R
D
VINYL WINDOW -
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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A11.11ST FLOOR REFLECTED CEILING PLAN211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO1. MAINTAIN ALL FIRE-RESISTANCE RATINGS OF FLOOR/CE ILING ASSEMBLIES. 2. LIGHT FIXTURES WHICH OCCUR IN GWB CEILINGS ARE T O BE CENTERED BETWEEN WALLS AND/OR CASEWORK, UNLESS OTHERWISE NOTED. REFE R TO FLOOR PLANS, A1 SERIES, FOR DIMENSIONS AND WALL TYPES. 3. COORDINATE PLACEMENT OF MECHANICAL AND ELECTRICA L ITEMS TO AVOID CONFLICT WITH OBSTRUCTIONS ABOVE CEILING. 4. SUSPENDED GYP. BOARD CEILINGS MAY BE EITHER OF T HE FOLLOWING AT CONTRACTORS OPTION: 5/8" TYPE "X" GWB ON HAT CHANNE LS @ 24" O.C., SECURED TO 1 1/2" 'C' CHANNELS @ 48" O.C., SUSPENDED FROM STRU CTURE OR 5/8" TYPE "X" GWB ON FRAMING AS REQUIRED FOR SPANS, SPACED @ 24" O.C. MA INTAIN ALL FIRE-RESISTANCE RATINGS OF FLOOR/CEILING ASSEMBLIES LOCA TED ABOVE SUSPENDED GYP. BOARD CEILINGS.5. THIS BUILDING IS TO BE FULLY SPRINKLERED. SPRINK LER HEAD LOCATIONS AND QUANTITIES TO BE IN ACCORDANCE WITH NFPA-13R AND AD MINISTRATIVE AUTHORITY. HEADS TO BE CENTERED IN CEILING TILES, ROOMS OR BET WEEN OTHER CEILING ELEMENTS, SUCH AS LIGHT FIXTURES, SMOKE DETECTORS, ETC.6. CEILING ELEVATIONS NOTED ARE ABOVE THE FINISHED FLOOR ELEVATION.GENERAL NOTES CEILING TYPES SYMBOL KEY
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"
C1
8'
-
0
"
C1
8'
-
0
"
C1
9'
-
0
"
C3
8'
-
0
"
C1
8'
-
0
"
C1
8'
-
0
"
C1
8'
-
0
"
C1
8'
-
1
1
3
/
8
"
C2
8'
-
1
1
3
/
8
"
C2
8'
-
0
"
C1
8'
-
0
"
C1
8'
-
0
"
C1
8'
-
0
"
C1
9'
-
0
"
C3
8'
-
1
1
3
/
8
"
C2
8'
-
0
"
C1
8'
-
0
"
C1
8'
-
0
"
C1
8'
-
1
1
3
/
8
"
C2
8'
-
0
"
C1
8'
-
1
1
3
/
8
"
C2
8'
-
0
"
C1
8'
-
1
1
3
/
8
"
C2
8'
-
0
"
C1
8'
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1
1
3
/
8
"
C2
8'
-
0
"
C1
8'
-
0
"
C1
8'
-
0
"
C1
8'
-
0
"
C1
8'
-
0
"
C1
8'
-
0
"
C1
8'
-
0
"
C1
9'
-
0
"
C3
C1
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ED PER GA FILE NO. FC 5075. FACE LAYER TO BE TEXTURED AND PAI NTED IN ROOMS WHERE C2 IS EXPOSED.MAINTAIN FIRE RESISTANCE RAITIN G AT ALL PENETRATIONS. RECESSED CAN (EXT. OR INT)PENDANT MOUNTED DOWNLIGHT PENDANT MOUNTED DOWNLIGHT (SMALL)2' X 2' CEILING PANEL LIGHTSTRIP LIGHT PENDANT STRIP DOWNLIGHT 2' X 4' CEILING PANEL LIGHTRECESSED SLOT LIGHT EMERGENCY FIXTURE WALL MOUNT STRIP LIGHT WALL MOUNT FIXTURE MECHANICAL SUPPLY NOTE: PLACE SPRINKLER HEAD IN CEILING GRID AS DIAGR AMMED AT LEFT.PLACE HEAD IN CENTER OF 2X4 OR 2X2 TILE OR IN CENTE R OF 1/2 OF A 2X4 OR 2X2 TILE -
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ION OF ALL SPRINKLER HEADS PRIOR TO FINAL PLACEMENT.NOTE: SHOULD A CONFLICT OF MECHANICAL AND ELECTRICA L DEVICES OCCUR BETWEEN THE ARCHITECTURAL REFLECTED CEILING PLAN AND THE MECHAN ICAL/ ELECTRICAL DRAWINGS,CONTACT ARCHITECT FOR RESOLUTION project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
4
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P
M
A11.22ND FLOOR REFLECTED CEILING PLAN211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO
1/
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=
1
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2
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1. MAINTAIN ALL FIRE-RESISTANCE RATINGS OF FLOOR/CE ILING ASSEMBLIES. 2. LIGHT FIXTURES WHICH OCCUR IN GWB CEILINGS ARE T O BE CENTERED BETWEEN WALLS AND/OR CASEWORK, UNLESS OTHERWISE NOTED. REFE R TO FLOOR PLANS, A1 SERIES, FOR DIMENSIONS AND WALL TYPES. 3. COORDINATE PLACEMENT OF MECHANICAL AND ELECTRICA L ITEMS TO AVOID CONFLICT WITH OBSTRUCTIONS ABOVE CEILING. 4. SUSPENDED GYP. BOARD CEILINGS MAY BE EITHER OF T HE FOLLOWING AT CONTRACTORS OPTION: 5/8" TYPE "X" GWB ON HAT CHANNE LS @ 24" O.C., SECURED TO 1 1/2" 'C' CHANNELS @ 48" O.C., SUSPENDED FROM STRU CTURE OR 5/8" TYPE "X" GWB ON FRAMING AS REQUIRED FOR SPANS, SPACED @ 24" O.C. MA INTAIN ALL FIRE-RESISTANCE RATINGS OF FLOOR/CEILING ASSEMBLIES LOCA TED ABOVE SUSPENDED GYP. BOARD CEILINGS.5. THIS BUILDING IS TO BE FULLY SPRINKLERED. SPRINK LER HEAD LOCATIONS AND QUANTITIES TO BE IN ACCORDANCE WITH NFPA-13R AND AD MINISTRATIVE AUTHORITY. HEADS TO BE CENTERED IN CEILING TILES, ROOMS OR BET WEEN OTHER CEILING ELEMENTS, SUCH AS LIGHT FIXTURES, SMOKE DETECTORS, ETC.6. CEILING ELEVATIONS NOTED ARE ABOVE THE FINISHED FLOOR ELEVATION.GENERAL NOTES CEILING TYPES SYMBOL KEYKEYED NOTES 092900.10
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C C
D D
E E
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__
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_
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1
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1 5
5
6
6
10
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3
F F
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3
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1
A5
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2
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_
1
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2
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2
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2
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_
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_
_
2
A5
.
2
__
_
_
_
_
_
_
2
A5
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4
__
_
_
_
_
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_
2 A5.4________
1
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5
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_
_
_
_
_
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1 A5.5________
1
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4
__
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_
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_
1 A5.4________
1
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1
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4
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_
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1
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4
__
_
_
_
_
_
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2
CR
1
.
4
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_
_
_
_
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2 CR1.4________
8'
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1
3
/
8
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C2
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C2
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0
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C1
8'
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C1
8'
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1
1
3
/
8
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C2
8'
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C1
8'
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C1
8'
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1
1
3
/
8
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C2
9'
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7
/
8
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C3
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1
1
3
/
8
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C1
8'
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1
1
3
/
8
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/
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1
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3
/
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1
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/
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C2
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C1
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C1
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1
1
3
/
8
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/
8
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C1
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8'
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1
1
3
/
8
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C2
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1
1
3
/
8
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1
1
3
/
8
"
C2
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C1
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C1
8'
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1
1
3
/
8
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3
/
8
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C2
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C1
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C2
10
'
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2
"
C3
10
'
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2
"
C3
8'
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/
8
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C2
8'
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1
3
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8
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C2
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1
3
/
8
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C2
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/
8
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C2
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C1
8'
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1
1
3
/
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/
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C1
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3
/
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/
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/
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/
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8'
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8'
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0
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8'
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0
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23
0
0
0
0
23
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0
0
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23
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0
0
23
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23
0
0
0
0
23
0
0
0
0
23
0
0
0
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23
0
0
0
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8'
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8'
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ED PER GA FILE NO. FC 5075. FACE LAYER TO BE TEXTURED AND PAI NTED IN ROOMS WHERE C2 IS EXPOSED.MAINTAIN FIRE RESISTANCE RAITIN G AT ALL PENETRATIONS. RECESSED CAN (EXT. OR INT)PENDANT MOUNTED DOWNLIGHT PENDANT MOUNTED DOWNLIGHT (SMALL)2' X 2' CEILING PANEL LIGHTSTRIP LIGHT PENDANT STRIP DOWNLIGHT 2' X 4' CEILING PANEL LIGHTRECESSED SLOT LIGHT EMERGENCY FIXTURE WALL MOUNT STRIP LIGHT WALL MOUNT FIXTURE MECHANICAL SUPPLY NOTE: PLACE SPRINKLER HEAD IN CEILING GRID AS DIAGR AMMED AT LEFT.PLACE HEAD IN CENTER OF 2X4 OR 2X2 TILE OR IN CENTE R OF 1/2 OF A 2X4 OR 2X2 TILE -
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ION OF ALL SPRINKLER HEADS PRIOR TO FINAL PLACEMENT.NOTE: SHOULD A CONFLICT OF MECHANICAL AND ELECTRICA L DEVICES OCCUR BETWEEN THE ARCHITECTURAL REFLECTED CEILING PLAN AND THE MECHAN ICAL/ ELECTRICAL DRAWINGS,CONTACT ARCHITECT FOR RESOLUTION project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
4
/
1
9
/
2
0
2
2
2
:
1
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4
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P
M
A11.33RD FLOOR REFLECTED CEILING PLAN211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO
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1. MAINTAIN ALL FIRE-RESISTANCE RATINGS OF FLOOR/CE ILING ASSEMBLIES. 2. LIGHT FIXTURES WHICH OCCUR IN GWB CEILINGS ARE T O BE CENTERED BETWEEN WALLS AND/OR CASEWORK, UNLESS OTHERWISE NOTED. REFE R TO FLOOR PLANS, A1 SERIES, FOR DIMENSIONS AND WALL TYPES. 3. COORDINATE PLACEMENT OF MECHANICAL AND ELECTRICA L ITEMS TO AVOID CONFLICT WITH OBSTRUCTIONS ABOVE CEILING. 4. SUSPENDED GYP. BOARD CEILINGS MAY BE EITHER OF T HE FOLLOWING AT CONTRACTORS OPTION: 5/8" TYPE "X" GWB ON HAT CHANNE LS @ 24" O.C., SECURED TO 1 1/2" 'C' CHANNELS @ 48" O.C., SUSPENDED FROM STRU CTURE OR 5/8" TYPE "X" GWB ON FRAMING AS REQUIRED FOR SPANS, SPACED @ 24" O.C. MA INTAIN ALL FIRE-RESISTANCE RATINGS OF FLOOR/CEILING ASSEMBLIES LOCA TED ABOVE SUSPENDED GYP. BOARD CEILINGS.5. THIS BUILDING IS TO BE FULLY SPRINKLERED. SPRINK LER HEAD LOCATIONS AND QUANTITIES TO BE IN ACCORDANCE WITH NFPA-13R AND AD MINISTRATIVE AUTHORITY. HEADS TO BE CENTERED IN CEILING TILES, ROOMS OR BET WEEN OTHER CEILING ELEMENTS, SUCH AS LIGHT FIXTURES, SMOKE DETECTORS, ETC.6. CEILING ELEVATIONS NOTED ARE ABOVE THE FINISHED FLOOR ELEVATION.GENERAL NOTES CEILING TYPES SYMBOL KEYKEYED NOTES 092900.10
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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A11.41ST FLOOR UNIT REFLECTED CEILING PLANS211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO 1/4" = 1'-0"A11.411ST FLOOR UNIT 1 AND 2 REFLECTED CEILING PLAN
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1. MAINTAIN ALL FIRE-RESISTANCE RATINGS OF FLOOR/CE ILING ASSEMBLIES. 2. LIGHT FIXTURES WHICH OCCUR IN GWB CEILINGS ARE T O BE CENTERED BETWEEN WALLS AND/OR CASEWORK, UNLESS OTHERWISE NOTED. REFE R TO FLOOR PLANS, A1 SERIES, FOR DIMENSIONS AND WALL TYPES. 3. COORDINATE PLACEMENT OF MECHANICAL AND ELECTRICA L ITEMS TO AVOID CONFLICT WITH OBSTRUCTIONS ABOVE CEILING. 4. SUSPENDED GYP. BOARD CEILINGS MAY BE EITHER OF T HE FOLLOWING AT CONTRACTORS OPTION: 5/8" TYPE "X" GWB ON HAT CHANNE LS @ 24" O.C., SECURED TO 1 1/2" 'C' CHANNELS @ 48" O.C., SUSPENDED FROM STRU CTURE OR 5/8" TYPE "X" GWB ON FRAMING AS REQUIRED FOR SPANS, SPACED @ 24" O.C. MA INTAIN ALL FIRE-RESISTANCE RATINGS OF FLOOR/CEILING ASSEMBLIES LOCA TED ABOVE SUSPENDED GYP. BOARD CEILINGS.5. THIS BUILDING IS TO BE FULLY SPRINKLERED. SPRINK LER HEAD LOCATIONS AND QUANTITIES TO BE IN ACCORDANCE WITH NFPA-13R AND AD MINISTRATIVE AUTHORITY. HEADS TO BE CENTERED IN CEILING TILES, ROOMS OR BET WEEN OTHER CEILING ELEMENTS, SUCH AS LIGHT FIXTURES, SMOKE DETECTORS, ETC.6. CEILING ELEVATIONS NOTED ARE ABOVE THE FINISHED FLOOR ELEVATION.GENERAL NOTES
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project:date:revisionsDrawings and specifications, as instruments of professional service are and shall remain the prope rty of the architect. These documents are not to be us ed in whole or in part for any project or purposes whatsoever, without the prior specific written authorization of GPC Architects PLLC.Ownership & Use of Documents sheet:18 N. Main St., Ste. 200 Driggs, Idaho 83422 208.354.8036 www.gpcarchitects.com
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A11.52ND & 3RD FLOOR UNIT REFLECTED CEILING PLANS211504/18/2022TETON RIVER LOFTS REXBURG, IDAHO
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A12.1PRODUCTSPECIFICATIONS211504/18/2022TETON RIVER LOFTS REXBURG, IDAHOKEYED NOTE NO.: 072413 -EXTERIOR INSULATION FINISH SYSTEM (EIFS) -DRYVIT OUTSULATION SYSTEM -OR EQUAL DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY ITEM NAME: DRYVIT OUTSULATION SYSTEM DESCRIPTION: EXTERIOR INSULATION FINISH SYSTEM (EIF S)MANUFACTURER: DRYVIT COLOR: TO BE DETERMINED DIMENSIONS: N/A NOTES:1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES.2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTR ACTOR PRIOR T O MANUFACTURING.3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FO R APPROVAL PRIOR TO MANUFACTURING.4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESI GNATED LOCATI ON.5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE RATINGS WHERE APPLICABLE.6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND P RODUCTS, NOR DOES GPC ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONT RACTOR OR SUB -CONTRACTORS.https://www.dryvit.com/systems/continuous -insulation/outsulation/1. AQUAFLASH(R) FLASHING SYSTEM 2. ADHESIVE 3. PRE -BASED STARTER BOARD 4. EPS CONTINUOUS INSULATION 5. BASE COAT 6. REINFORCING MESH 7. FINISH KEYED NOTE NO.: 066113.02 -CULTURED MARBLE FABRICATIONS -WALL SURROUNDS DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY ITEM NAME: WHITEWATER DESCRIPTION: CULTURED MARBLE WALL SURROUND MANUFACTURER: WHITEWATER COLOR: TYVARIAN SERIES 1 -TO BE DETERMINED DIMENSIONS: REFER TO DRAWINGS FOR LOCATIONS, QUANTI TIES, AND DIMENSIONS.NOTES:1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES.2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTR ACTOR PRIOR T O MANUFACTURING.3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FO R APPROVAL PRIOR TO MANUFACTURING.4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESI GNATED LOCATI ON.5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE RATINGS WHERE APPLICABLE.6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND P RODUCTS, NOR DOES GPC ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONT RACTOR OR SUB -CONTRACTORS.https://whitewaterinc.com/available -colors -2/KEYED NOTE NO.: 066113.10 -FIBERGLASS REINFORCED ACRYLIC/ABS -SHOWER BASE DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY ITEM NAME: DREAMLINE SLIM LINE 36 IN. D X 60 IN. W CENTER DRAIN SINGLE THRESHOLD SHOWER BASE DESCRIPTION: FIBERGLASS REINFORCED ACRYLIC/ABS SHOW ER BASE MANUFACTURER: DREAMLINE COLOR: TO BE DETERMINED.DIMENSIONS: REFER TO DRAWINGS FOR LOCATIONS, QUANTI TIES, AND DIMENSIONS.NOTES:1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES.2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTR ACTOR PRIOR T O MANUFACTURING.3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FO R APPROVAL PRIOR TO MANUFACTURING.4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESI GNATED LOCATI ON.5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE RATINGS WHERE APPLICABLE.6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND P RODUCTS, NOR DOES GPC ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONT RACTOR OR SUB -CONTRACTORS.https://dreamline.com/shower -bases/dreamline -slimline -single -threshold -shower -base_dlt -1130600.html KEYED NOTE NO.: 087100 -DOOR HARDWARE -SCHLAGE LATITUDE LEVER WITH ROUND TRIM DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY ITEM NAME: SCHLAGE LATITUDE WITH ROUND TRIM DESCRIPTION: DOOR HARDWARE LEVER WITH ROUND TRIM MANUFACTURER: SCHLAGE COLOR: BLACK DIMENSIONS: REFER TO DRAWINGS FOR LOCATIONS, QUANTI TIES, AND DIMENSIONS.NOTES:1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES.2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTR ACTOR PRIOR T O MANUFACTURING.3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FO R APPROVAL PRIOR TO MANUFACTURING.4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESI GNATED LOCATI ON.5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE RATINGS WHERE APPLICABLE.6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND P RODUCTS, NOR DOES GPC ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONT RACTOR OR SUB -CONTRACTORS.https://www.schlage.com/en/home/products/FC21LATFFF KIN.html
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A
T
E
R
I
A
L
S
A
N
D
F
I
N
I
S
H
E
D
P
R
O
D
U
C
T
M
U
S
T
M
E
E
T
A
L
L
LOCAL CODES,UL LISTINGS AND FIRE
RA
T
I
N
G
S
W
H
E
R
E
A
P
P
L
I
C
A
B
L
E
.
6.
G
P
C
A
R
C
H
I
T
E
C
T
S
D
O
E
S
N
O
T
W
A
R
R
A
N
T
Y
M
A
T
E
R
I
A
L
S
A
N
D
P
RODUCTS, NOR DOES GPC
AR
C
H
I
T
E
C
T
S
I
N
A
N
Y
W
A
Y
W
A
R
R
A
N
T
Y
T
H
E
W
O
R
K
O
F
T
H
E
C
O
N
T
RACTOR OR SUB -CONTRACTORS.
ht
t
p
s
:
/
/
c
o
m
m
e
r
c
i
a
l
.
t
a
r
k
e
t
t
.
c
o
m
/
e
n
_
U
S
/
c
o
l
l
e
c
t
i
o
n
-C0
0
0
4
9
0
-mi
l
l
w
o
r
k
-wall -finishing -system
KE
Y
E
D
N
O
T
E
N
O
.
:
0
6
4
1
1
6
-
PL
A
S
T
I
C
-LA
M
I
N
A
T
E
-CL
A
D
A
R
C
H
I
T
E
C
T
U
R
A
L
C
A
B
I
N
E
T
S
DE
S
I
G
N
S
T
A
N
D
A
R
D
-
SU
B
S
T
I
T
U
T
I
O
N
S
B
Y
R
E
Q
U
E
S
T
O
N
L
Y
IT
E
M
N
A
M
E
:
P
L
A
S
T
I
C
-LA
M
I
N
A
T
E
-CL
A
D
A
R
C
H
I
T
E
C
T
U
R
A
L
C
A
B
I
N
E
T
S
DE
S
C
R
I
P
T
I
O
N
:
T
H
E
R
M
A
L
L
Y
F
U
S
E
D
L
A
M
I
N
A
T
E
(
T
F
L
)
C
L
A
D
C
A
BINETS
MA
N
U
F
A
C
T
U
R
E
R
:
W
I
L
S
O
N
A
R
T
CO
L
O
R
:
T
O
B
E
D
E
T
E
R
M
I
N
E
D
DI
M
E
N
S
I
O
N
S
:
R
E
F
E
R
T
O
D
R
A
W
I
N
G
S
F
O
R
L
O
C
A
T
I
O
N
S
,
Q
U
A
N
T
I
TIES, AND DIMENSIONS.
NO
T
E
S
:
1.
R
E
F
E
R
T
O
D
R
A
W
I
N
G
S
F
O
R
L
O
C
A
T
I
O
N
S
A
N
D
Q
U
A
N
T
I
T
I
E
S
.
2.
A
L
L
Q
U
A
N
T
I
T
I
E
S
A
N
D
S
I
Z
E
S
T
O
B
E
V
A
R
I
F
I
E
D
B
Y
C
O
N
T
R
ACTOR PRIOR T O MANUFACTURING.
3.
S
H
O
P
D
R
A
W
I
N
G
S
A
N
D
S
A
M
P
L
E
S
T
O
B
E
S
U
B
M
I
T
T
E
D
T
O
T
H
E
ARCHITECT FO R APPROVAL PRIOR
TO
M
A
N
U
F
A
C
T
U
R
I
N
G
.
4.
A
L
L
M
A
T
E
R
I
A
L
S
T
O
B
E
S
U
I
T
A
B
L
E
F
O
R
U
S
E
I
N
T
H
E
D
E
S
I
GNATED LOCATI ON.
5.
A
L
L
M
A
T
E
R
I
A
L
S
A
N
D
F
I
N
I
S
H
E
D
P
R
O
D
U
C
T
M
U
S
T
M
E
E
T
A
L
L
LOCAL CODES,UL LISTINGS AND FIRE
RA
T
I
N
G
S
W
H
E
R
E
A
P
P
L
I
C
A
B
L
E
.
6.
G
P
C
A
R
C
H
I
T
E
C
T
S
D
O
E
S
N
O
T
W
A
R
R
A
N
T
Y
M
A
T
E
R
I
A
L
S
A
N
D
P
RODUCTS, NOR DOES GPC
AR
C
H
I
T
E
C
T
S
I
N
A
N
Y
W
A
Y
W
A
R
R
A
N
T
Y
T
H
E
W
O
R
K
O
F
T
H
E
C
O
N
T
RACTOR OR SUB -CONTRACTORS.
ht
t
p
s
:
/
/
w
w
w
.
w
i
l
s
o
n
a
r
t
.
c
o
m
/
t
f
l
-pa
n
e
l
s
KE
Y
E
D
N
O
T
E
N
O
.
:
0
8
5
3
1
3
-
VI
N
Y
L
W
I
N
D
O
W
S
A
N
D
D
O
O
R
S
DE
S
I
G
N
S
T
A
N
D
A
R
D
-
SU
B
S
T
I
T
U
T
I
O
N
S
B
Y
R
E
Q
U
E
S
T
O
N
L
Y
IT
E
M
N
A
M
E
:
T
R
I
N
S
I
C
S
E
R
I
E
S
V
3
0
0
V
I
N
Y
L
W
I
N
D
O
W
S
A
N
D
D
O
ORS
DE
S
C
R
I
P
T
I
O
N
:
V
I
N
Y
L
W
I
N
D
O
W
S
A
N
D
D
O
O
R
S
MA
N
U
F
A
C
T
U
R
E
R
:
M
I
L
G
A
R
D
CO
L
O
R
:
B
L
A
C
K
E
X
T
E
R
I
O
R
,
B
L
A
C
K
I
N
T
E
R
I
O
R
DI
M
E
N
S
I
O
N
S
:
R
E
F
E
R
T
O
T
H
E
D
R
A
W
I
N
G
S
NO
T
E
S
:
1.
R
E
F
E
R
T
O
D
R
A
W
I
N
G
S
F
O
R
L
O
C
A
T
I
O
N
S
A
N
D
Q
U
A
N
T
I
T
I
E
S
.
2.
A
L
L
Q
U
A
N
T
I
T
I
E
S
A
N
D
S
I
Z
E
S
T
O
B
E
V
A
R
I
F
I
E
D
B
Y
C
O
N
T
R
ACTOR PRIOR T O MANUFACTURING.
3.
S
H
O
P
D
R
A
W
I
N
G
S
A
N
D
S
A
M
P
L
E
S
T
O
B
E
S
U
B
M
I
T
T
E
D
T
O
T
H
E
ARCHITECT FO R APPROVAL PRIOR
TO
M
A
N
U
F
A
C
T
U
R
I
N
G
.
4.
A
L
L
M
A
T
E
R
I
A
L
S
T
O
B
E
S
U
I
T
A
B
L
E
F
O
R
U
S
E
I
N
T
H
E
D
E
S
I
GNATED LOCATI ON.
5.
A
L
L
M
A
T
E
R
I
A
L
S
A
N
D
F
I
N
I
S
H
E
D
P
R
O
D
U
C
T
M
U
S
T
M
E
E
T
A
L
L
LOCAL CODES,UL LISTINGS AND FIRE
RA
T
I
N
G
S
W
H
E
R
E
A
P
P
L
I
C
A
B
L
E
.
6.
G
P
C
A
R
C
H
I
T
E
C
T
S
D
O
E
S
N
O
T
W
A
R
R
A
N
T
Y
M
A
T
E
R
I
A
L
S
A
N
D
P
RODUCTS, NOR DOES GPC
AR
C
H
I
T
E
C
T
S
I
N
A
N
Y
W
A
Y
W
A
R
R
A
N
T
Y
T
H
E
W
O
R
K
O
F
T
H
E
C
O
N
T
RACTOR OR SUB -CONTRACTORS.
ht
t
p
s
:
/
/
w
w
w
.
m
i
l
g
a
r
d
.
c
o
m
/
w
i
n
d
o
w
s
/
t
r
i
n
s
i
c
-se
r
i
e
s
KE
Y
E
D
N
O
T
E
N
O
.
:
0
7
4
2
1
3
-
ME
T
A
L
W
A
L
L
P
A
N
E
L
S
DE
S
I
G
N
S
T
A
N
D
A
R
D
-
SU
B
S
T
I
T
U
T
I
O
N
S
B
Y
R
E
Q
U
E
S
T
O
N
L
Y
IT
E
M
N
A
M
E
:
M
E
T
A
L
W
A
L
L
P
A
N
E
L
S
DE
S
C
R
I
P
T
I
O
N
:
1
2
"
W
I
D
E
F
L
A
T
M
E
T
A
L
W
A
L
L
P
A
N
E
L
S
MA
N
U
F
A
C
T
U
R
E
R
:
M
E
T
A
L
S
A
L
E
S
CO
L
O
R
:
T
O
B
E
D
E
T
E
R
M
I
N
E
D
DI
M
E
N
S
I
O
N
S
:
R
E
F
E
R
T
O
D
R
A
W
I
N
G
S
F
O
R
L
O
C
A
T
I
O
N
S
,
Q
U
A
N
T
I
TI
E
S
,
A
N
D
D
I
M
E
N
S
I
O
N
S
.
NO
T
E
S
:
1.
R
E
F
E
R
T
O
D
R
A
W
I
N
G
S
F
O
R
L
O
C
A
T
I
O
N
S
A
N
D
Q
U
A
N
T
I
T
I
E
S
.
2.
A
L
L
Q
U
A
N
T
I
T
I
E
S
A
N
D
S
I
Z
E
S
T
O
B
E
V
A
R
I
F
I
E
D
B
Y
C
O
N
T
R
AC
T
O
R
P
R
I
O
R
T
O
M
A
N
U
F
A
C
T
U
R
I
N
G
.
3.
S
H
O
P
D
R
A
W
I
N
G
S
A
N
D
S
A
M
P
L
E
S
T
O
B
E
S
U
B
M
I
T
T
E
D
T
O
T
H
E
A
R
C
H
I
T
E
C
T
F
O
R
A
P
P
R
O
V
A
L
P
R
I
O
R
TO
M
A
N
U
F
A
C
T
U
R
I
N
G
.
4.
A
L
L
M
A
T
E
R
I
A
L
S
T
O
B
E
S
U
I
T
A
B
L
E
F
O
R
U
S
E
I
N
T
H
E
D
E
S
I
GN
A
T
E
D
L
O
C
A
T
I
ON
.
5.
A
L
L
M
A
T
E
R
I
A
L
S
A
N
D
F
I
N
I
S
H
E
D
P
R
O
D
U
C
T
M
U
S
T
M
E
E
T
A
L
L
L
O
C
A
L
C
O
D
E
S
,
UL
L
I
S
T
I
N
G
S
A
N
D
F
I
R
E
RA
T
I
N
G
S
W
H
E
R
E
A
P
P
L
I
C
A
B
L
E
.
6.
G
P
C
A
R
C
H
I
T
E
C
T
S
D
O
E
S
N
O
T
W
A
R
R
A
N
T
Y
M
A
T
E
R
I
A
L
S
A
N
D
P
RO
D
U
C
T
S
,
N
O
R
DO
E
S
G
P
C
AR
C
H
I
T
E
C
T
S
I
N
A
N
Y
W
A
Y
W
A
R
R
A
N
T
Y
T
H
E
W
O
R
K
O
F
T
H
E
C
O
N
T
RA
C
T
O
R
O
R
S
U
B
-CO
N
T
R
A
C
T
O
R
S
.
ht
t
p
s
:
/
/
w
w
w
.
m
e
t
a
l
s
a
l
e
s
.
u
s
.
c
o
m
/
p
r
o
d
u
c
t
s
/
t
l
c
-1/
KE
Y
E
D
N
O
T
E
N
O
.
:
0
7
4
6
4
3
.
1
3
-
EN
G
I
N
E
E
R
E
D
W
O
O
D
S
I
D
I
N
G
DE
S
I
G
N
S
T
A
N
D
A
R
D
-
SU
B
S
T
I
T
U
T
I
O
N
S
B
Y
R
E
Q
U
E
S
T
O
N
L
Y
IT
E
M
N
A
M
E
:
E
N
G
I
N
E
E
R
E
D
W
O
O
D
S
I
D
I
N
G
DE
S
C
R
I
P
T
I
O
N
:
C
E
D
A
R
T
E
X
T
U
R
E
D
L
A
P
S
I
D
I
N
G
MA
N
U
F
A
C
T
U
R
E
R
:
L
P
B
U
I
L
D
I
N
G
S
O
L
U
T
I
O
N
S
CO
L
O
R
:
T
O
B
E
D
E
T
E
R
M
I
N
E
D
DI
M
E
N
S
I
O
N
S
:
R
E
F
E
R
T
O
D
R
A
W
I
N
G
S
F
O
R
L
O
C
A
T
I
O
N
S
,
Q
U
A
N
T
I
TI
E
S
,
A
N
D
D
I
M
E
N
S
I
O
N
S
.
NO
T
E
S
:
1.
R
E
F
E
R
T
O
D
R
A
W
I
N
G
S
F
O
R
L
O
C
A
T
I
O
N
S
A
N
D
Q
U
A
N
T
I
T
I
E
S
.
2.
A
L
L
Q
U
A
N
T
I
T
I
E
S
A
N
D
S
I
Z
E
S
T
O
B
E
V
A
R
I
F
I
E
D
B
Y
C
O
N
T
R
AC
T
O
R
P
R
I
O
R
T
O
M
A
N
U
F
A
C
T
U
R
I
N
G
.
3.
S
H
O
P
D
R
A
W
I
N
G
S
A
N
D
S
A
M
P
L
E
S
T
O
B
E
S
U
B
M
I
T
T
E
D
T
O
T
H
E
A
R
C
H
I
T
E
C
T
F
O
R
A
P
P
R
O
V
A
L
P
R
I
O
R
TO
M
A
N
U
F
A
C
T
U
R
I
N
G
.
4.
A
L
L
M
A
T
E
R
I
A
L
S
T
O
B
E
S
U
I
T
A
B
L
E
F
O
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6.
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NO
T
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:
1.
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2.
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.
3.
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M
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R
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.
4.
A
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A
T
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A
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L
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C
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ON
.
5.
A
L
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T
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A
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,
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W
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P
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A
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L
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.
6.
G
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D
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S
N
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T
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M
A
T
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A
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D
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N
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DO
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C
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C
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N
A
N
Y
W
A
Y
W
A
R
R
A
N
T
Y
T
H
E
W
O
R
K
O
F
T
H
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C
O
N
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RA
C
T
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R
O
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S
U
B
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C
T
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.
ht
t
p
s
:
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NO
T
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:
1.
R
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F
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R
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A
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T
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S
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2.
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A
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C
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R
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G
.
3.
S
H
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P
D
R
A
W
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N
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S
A
N
D
S
A
M
P
L
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S
T
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B
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B
M
I
T
T
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D
T
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H
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A
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C
H
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T
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C
T
F
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R
A
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A
L
P
R
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R
TO
M
A
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F
A
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T
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R
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N
G
.
4.
A
L
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A
T
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A
L
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S
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T
A
B
L
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F
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T
H
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S
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GN
A
T
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D
L
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C
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T
I
ON
.
5.
A
L
L
M
A
T
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R
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A
L
S
A
N
D
F
I
N
I
S
H
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D
P
R
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T
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L
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L
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C
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L
C
O
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,
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N
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S
A
N
D
F
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RA
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G
S
W
H
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P
L
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C
A
B
L
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.
6.
G
P
C
A
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C
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T
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C
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S
D
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S
N
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M
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A
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A
N
D
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RO
D
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T
S
,
N
O
R
DO
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P
C
AR
C
H
I
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T
S
I
N
A
N
Y
W
A
Y
W
A
R
R
A
N
T
Y
T
H
E
W
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R
K
O
F
T
H
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C
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RA
C
T
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R
O
R
S
U
B
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N
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A
C
T
O
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S
.
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t
p
s
:
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l
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c
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NO
T
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1.
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C
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.
2.
A
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.
3.
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T
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R
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N
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.
4.
A
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A
T
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T
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L
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N
T
H
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A
T
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D
L
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C
A
T
I
ON
.
5.
A
L
L
M
A
T
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R
I
A
L
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A
N
D
F
I
N
I
S
H
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D
P
R
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C
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M
U
S
T
M
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L
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L
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C
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L
C
O
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,
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A
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D
F
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RA
T
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G
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W
H
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P
P
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C
A
B
L
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.
6.
G
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C
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D
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S
N
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A
R
R
A
N
T
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A
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D
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,
N
O
R
DO
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P
C
AR
C
H
I
T
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C
T
S
I
N
A
N
Y
W
A
Y
W
A
R
R
A
N
T
Y
T
H
E
W
O
R
K
O
F
T
H
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C
O
N
T
RA
C
T
O
R
O
R
S
U
B
-CO
N
T
R
A
C
T
O
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S
.
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t
p
s
:
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F
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F
1
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F
2
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1
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2 EH
2
EF
1
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1 EF
1 EF
1
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1
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1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1 EF
1
EF
1
EF
1EF
1
NOTE:
SEE LARGE SCALE TYPICAL MECHANICAL FLOOR
PLANS ON SHEET M2.0 FOR EQUIPMENT
AND DUCTWORK SERVING EACH INDIVIDUAL
CONDO. TYPE.
108A
EF
1
107E
107L
107C
107A
107B
105A
105B 103B
103A
103E
105E
105G 103G
105F 103F
107K
101B
101A
101F
101E
101C
101L
101
103
104
108E
108G 108C
108B
108K
108N
108L108F
106G
106E
106F 104F
106C 104C
104A104B106B106A
104E 102L
102C
102E
102H
102A102B
UNIT 2
102
TYPE A
UNIT 1
106
TYPE B
UNIT 1
104
TYPE A
UNIT 3
108
TYPE A
UNIT 2
101
TYPE B
UNIT 1
105
TYPE B
UNIT 1
103
TYPE B
UNIT 2
107
TYPE B
G
G
F
F
E
E
D
D
C
C
B
B
A
A
10 10
9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
Apr 18, 2022 PHONE:
1355 EAST CENTER
POCATELLO, IDAHO 83201
ESA JOB NUMBER:
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21147
Engineered
Systems
Associates
GD
A H
S
P-18184
TA
DI
AVD
S
DTEO
L.
I
H NAF
S
R
E
P R O FN
E SGI EERT
AISON L E
NEO
I
R
E
E
N
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
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3
4
2
2
20
8
.
3
5
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.
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0
3
6
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4/
1
9
/
2
0
2
2
2
:
3
3
:
2
4
P
M
M1.1
1ST LEVEL
MECHANICAL
PLAN
2115
4/18/2022
TE
T
O
N
R
I
V
E
R
L
O
F
T
S
RE
X
B
U
R
G
,
I
D
A
H
O
1/8" = 1'-0"1 Mechanical 1st Floor Plan
no. description date
B
B
C
C
D
D
E
E
G
G
1 1
5 5
6 6
10 10
3 3
F
F
7 7
A
A
2 2
9 9
4 4
8 8
F
2
F
1
F
1
F
2
F
2
F
1
F
1
F
3
EF
1
EF
1 EF
1 EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1EF
1
NOTE:
SEE LARGE SCALE TYPICAL MECHANICAL FLOOR
PLANS ON SHEET M2.0 FOR EQUIPMENT
AND DUCTWORK SERVING EACH INDIVIDUAL
CONDO. TYPE.
207E
207L 205E 203E 201L
201E
201A203A201B205A207A207B
203
202
201
202A
202B204A204B206B206A
206E 204E 202L
202E
208A
208E
208L
208B
208C
208K
208N
UNIT 2
202
UNIT 1
206
UNIT 1
204
UNIT 3
208
UNIT 2
201
UNIT 1
205
UNIT1
203
UNIT 2
207
G
G
F
F
E
E
D
D
C
C
B
B
A
A
10 10
9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
Apr 18, 2022 PHONE:
1355 EAST CENTER
POCATELLO, IDAHO 83201
ESA JOB NUMBER:
FAX:(208) 233-0529
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EMAIL:esa@engsystems.com
21147
Engineered
Systems
Associates
GD
A H
S
P-18184
TA
DI
AVD
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DTEO
L.
I
H NAF
S
R
E
P R O FN
E SGI EERT
AISON L E
NEO
I
R
E
E
N
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
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8
3
4
2
2
20
8
.
3
5
4
.
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6
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4/
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9
/
2
0
2
2
2
:
3
3
:
2
5
P
M
M1.2
2ND LEVEL
MECHANICAL
PLAN
2115
4/18/2022
TE
T
O
N
R
I
V
E
R
L
O
F
T
S
RE
X
B
U
R
G
,
I
D
A
H
O
1/8" = 1'-0"1 Mechanical 2nd Floor Plan
no. description date
B
B
C
C
D
D
E
E
G
G
1 1
5 5
6 6
10 10
3 3
F
F
7 7
A
A
2 2
9 9
4 4
8 8
F
2
F
1
F
1
F
2
F
2
F
1
F
1
F
3
EH
2
EH
2
EF
1
EF
1 EF
1 EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1
EF
1EF
1
NOTE:
SEE LARGE SCALE TYPICAL MECHANICAL FLOOR
PLANS ON SHEET M2.0 FOR EQUIPMENT
AND DUCTWORK SERVING EACH INDIVIDUAL
CONDO. TYPE.
307E 307L 305E 303E 301L
301E
301A303A303B301B305B305A307B
307A
303
302
301
302A302B
304A304B306B306A308B308A
308E
308F
308L
308C
308K
308N 306E
306C
306F 304F
304C
304E 302L
302K
302E
302F
308G
UNIT 2
302
UNIT 1
306
UNIT 1
304
UNIT 3
308
UNIT 2
301
UNIT 1
305
UNIT 1
303
UNIT 2
307
G
G
F
F
E
E
D
D
C
C
B
B
A
A
10 10
9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
Apr 18, 2022 PHONE:
1355 EAST CENTER
POCATELLO, IDAHO 83201
ESA JOB NUMBER:
FAX:(208) 233-0529
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EMAIL:esa@engsystems.com
21147
Engineered
Systems
Associates
GD
A H
S
P-18184
TA
DI
AVD
S
DTEO
L.
I
H NAF
S
R
E
P R O FN
E SGI EERT
AISON L E
NEO
I
R
E
E
N
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
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8
3
4
2
2
20
8
.
3
5
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4/
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/
2
0
2
2
2
:
3
3
:
2
6
P
M
M1.3
3RD LEVEL
MECHANICAL
PLAN
2115
4/18/2022
TE
T
O
N
R
I
V
E
R
L
O
F
T
S
RE
X
B
U
R
G
,
I
D
A
H
O
1/8" = 1'-0"1 Mechanical 3rd Floor Plan
no. description date
D
D
E
E
6 6
10 10
7 7
9 9
8 8
EF
1
F
1
DRYER VENT WALL CAP
TYP. WALL CAP
4"ø EA
8"ø SA
D-1
40
SR-1
200
SR-2
360
R-1
14"x8" RA
14
"
x
8
"
S
A
14
"
x
8
"
R
A
4"ø SA
12"x6" SA
12
"
x
6
"
S
A
4"
ø
E
A
4"
ø
E
A
12"x10" SA
12"x10" SA
T
M. BEDROOM
LIVING KITCHEN
M. BATHROOM
E
E
D
D
10 10
9 9
8 8
7 7
6 6
E
E
10 10
F
F
7 7
9 9
8 8
EF
1
EF
1
EF
1
TYP. WALL CAP
DRYER VENT WALL CAP
F
2
4"ø SA
4"ø SA
8"ø SA
8"ø SA
20
"
x
8
"
S
A
2
0
"
x
8
"
S
A
20
"
x
8
"
R
A
SR-1
175
SR-1
240
SR-1
245
D-1
50 D-1
40
SR-1
150
R-2
4"ø EA
4"ø EA
8"
ø
S
A
4"
ø
E
A
TYP. WALL CAP
14"x14" SA
14"x14" RA
T
M. BEDROOM
BEDROOM 1
KITCHEN
LIVING
BATHROOM 1
F
F
E
E
10 10
9 9
8 8
7 7
Apr 18, 2022 PHONE:
1355 EAST CENTER
POCATELLO, IDAHO 83201
ESA JOB NUMBER:
FAX:(208) 233-0529
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21147
Engineered
Systems
Associates
GD
A H
S
P-18184
TA
DI
AVD
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DTEO
L.
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H NAF
S
R
E
P R O FN
E SGI EERT
AISON L E
NEO
I
R
E
E
N
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
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8
3
4
2
2
20
8
.
3
5
4
.
8
0
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w
.
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c
a
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c
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c
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c
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4/
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/
2
0
2
2
2
:
3
3
:
2
6
P
M
M2.0
LARGE SCALE
MECH. PLANS
2115
4/18/2022
TE
T
O
N
R
I
V
E
R
L
O
F
T
S
RE
X
B
U
R
G
,
I
D
A
H
O
1/4" = 1'-0"1 1 BED LARGE SCALE MECH PLAN
1/4" = 1'-0"2 2 BED LARGE SCALE MECH PLAN
PLAN NOTES:
INSTALL FURNACE ON 2'-6" HIGH STAND. REFER TO STRUCTURAL DWGS.
MOUNT PROGRAMMABLE THERMOSTAT ON WALL AND RUN 5 CONDUCTOR
THERMOSTAT WIRE TO FURNACE.
PROVIDE AND INSTALL DRYER WALL BOX IN WALL. DRYER BOX TO BE
COMPLETE WITH 4"∅DUCT UP IN WALL THRU JOISTS TO WALL CAP.
REFER TO DETAIL ON SHEET M2.2 FOR TYPICAL DRYER BOX INSTALLATION.
INSTALL SELF-CONTAINED HVAC UNIT AS SPECIFIED IN FURNACE ROOM.
MAINTAIN AS MUCH CLEARANCE IN FRONT OF UNIT AS POSSIBLE. REFER
TO PLUMBING DRAWINGS FOR CONNECTION TO GAS PIPING &
CONDENSATE DRAIN PIPED TO FLOOR DRAIN. PROVIDE EXTENSION ON
COMBUSTION DISCHARGE AS REQUIRED TO MOUNT AT UPPER PORTION
OF LOUVER. MOUNT FURNACE ON PLATFORM AS PER MFG.
RECOMMENDATIONS.
ARCHITECTURAL LOUVER FURNISHED WITH SELF-CONTAINED HVAC UNITS.
PROVIDE SLEEVE THRU WALL AS REQUIRED FOR GRILLES. COORDINATE
GRILLE LOCATION WITH UNIT AND PIPING. SEAL ALL AROUND GRILLES.
EXTEND COMBUSTION DISCHARGE TO UPPER SECTION OF GRILLE. MOUNT
UPPER GRILLE SECTION WITH BLADE POINTING UPWARD AND LOWER
GRILLE SECTION WITH BLADES POINTING DOWNWARD AS RECOMMENDED
BY MANUFACTURER.
1
2
3
4
5
1
1
2
2
3
3
4
4 5
5
no. description date
E
E
G
G
1 1
5 5
6 6
3 3
F
F
7 7
2 2
4 4
EF
1
EF
1
EF
1
F
3TYP. WALL CAP
4"ø SA
14"x14" SA
14"x14" RA
4"ø EA
4"ø EA
8"ø SA 8"ø SA
8"ø SA
8"ø SA
DROP
4" DIA. DRYER VENT
IN JOIST SPACE
14
"
x
1
0
"
S
A
2
0
"
x
1
0
"
S
A
20
"
x
1
0
"
R
A
4" DIA. EXHAUST
IN JOIST SPACE
DROP
4"
ø
E
A
SR-1
250
SR-1
165
SR-1
165
SR-1
250
SR-1
250
D-1
45
4"ø SA
D-1
50
R-3T
EH
2
EH
1
EF
1
4"ø EA
TYP. WALL CAP
1ST FLOOR STAIR
B
1ST FLOOR
COORIDOR
LIVING
KITCHEN
BEDROOM 2
BEDROOM 1
M. BEDROOM
M. BATHROOM
M. CLOSET
JANITOR
G
G
F
F
E
E
7 7
6 6
5 5
4 4
3 3
2 2
1 1
Apr 18, 2022 PHONE:
1355 EAST CENTER
POCATELLO, IDAHO 83201
ESA JOB NUMBER:
FAX:(208) 233-0529
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EMAIL:esa@engsystems.com
21147
Engineered
Systems
Associates
GD
A H
S
P-18184
TA
DI
AVD
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DTEO
L.
I
H NAF
S
R
E
P R O FN
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AISON L E
NEO
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N
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
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M2.1
LARGE SCALE
MECH. PLANS
2115
4/18/2022
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1/4" = 1'-0"1 3 BED LARGE SCALE MECH PLAN
1 4
2
3
5
no. description date
A
FLOOR
1 HR FIRE RATED CEILING
4" HOSE CLAMP DRYER
4" FLEXIBLE
DRYER VENT HOSE
DRYER VENT HOSE
A
4" FLEXIBLE
DUCT UP IN WALL
4" HOSE CLAMP
4"∅
RISE METAL 4"∅ DUCT
UP IN WALL
NOTE:
1-
2-
4" HOSE CLAMP
OUTSIDE WALL
BACK-DRAFT
DAMPER
WALL EXHAUST CAP
SEAL AROUND METAL DRYER
VENT WITH WATER-PROOF
CAULKING ON BOTH SIDES
OF WALL.
ALL DUCTWORK TO BE METAL NO
FLEX DUCT ALLOWED
WALL CAP
CEILING GRILLE
CEILING
EXHAUST FAN
(SEE PLAN FOR SIZE)
EXHAUST DUCT
CABINET
INSULATED
FAN ASSEMBLY
NO SCALE
BACKDRAFT DAMPER
METAL DUCT &
NO PROJECTIONS SUCH AS SCREWS OF
SHEET METAL CORNERS IN DUCTWORK OR AT
ELBOWS ARE ALLOWED.
MAXIMUM EQUIVALENT DUCT LENGTH IS 25'-0"
INCLUDING 5'-0" REDUCTION FOR EACH 90°
ELBOW.
PROVIDE 4"Ø HOSE
CONNECTION AT 4" AFF.
EXTEND THRU WALL 2"
MINIMUM FOR DRYER
CONNECITON.
SYM.TYPE REMARKSCHAR.MCASPE
NATURAL GAS
INPUT OUTPUT L.A.T.E.A.T.GAS
TYPE LIQUID SUCTION C.D. NAT GAS INTAKE EXHAUST
PIPING SIZESDX COOLING COIL
B.T.U. E.A.T. L.A.T.
C.F.M.MAX. P.D.SPEED @ ELEV.
1
F
UPFLOW 24,000 NANA55°FNAT 3/4"
MAGIC PAK MODEL 48MGE4-11-241NP1 WITH ARCHITECTURAL
LOUVER TO MATCH UNIT.31,48838,40048,00013.2 65°F208/60/1 105°F.50"900 75°F .25"55°FM-HIGH 3/4"NA NA
MOCP
20.02
F
UPFLOW 36,000 NANA55°FNAT 3/4"
MAGIC PAK MODEL 60MGE4-11-361NP1 WITH ARCHITECTURAL
LOUVER TO MATCH UNIT.39,00048,00060,00023.9 65°F208/60/1 105°F.50"1175 75°F .25"55°FHIGH 3/4"NA NA35.03
F
UPFLOW 12,000 NANA55°FNAT 3/4"
MAGIC PAK MODEL 36MGE4-11-121NP1 WITH ARCHITECTURAL
LOUVER TO MATCH UNIT.23,04028,80036,0007.6 65°F208/60/1 105°F.50"600 75°F .25"55°FM-HIGH 3/4"NA NA15.0
REMARKSCONTROLCHARKWBTUTYPESYM.
1
EH WALL MOUNTED 208/60/1 INTEGRAL
QMARK MODEL CWH3208 WALL HEATER WITH RECESSED
MOUNTING BRACKET AND INTEGRAL T-STAT
2
EH WALL MOUNTED 120/60/12.06,830 INTEGRAL
QMARK MODEL HT1502SS WALL HEATER WITH RECESSED
MOUNTING BRACKET AND INTEGRAL T-STAT
S.P.E.
1
EF
SYM.TYPE C.F.M.CONTROLCHAR.H.P.R.P.M.REMARKS
CEILING MOUNTED 100 1/60.25 120/60/1 760
AIR KING FV WITH 4"∅ DUCT & BACKDRAFT DAMPER, CEILI NG MOUNTED
EXHAUST GRILLE AND WALL CAP.
SWITCH
SEE ELEC.
THROWSYM.SIZE CONSTR.CFM FINISH F.D.O.B.REMARKSA
A
SR-1 ACCORD MODEL 222 WITH 2-WAY DEFLECTION. MOUNT IN SIDEWALL, REFER
TO PLANS FOR HEIGHT. PROVIDE TRANSITION BOOT.12 x 8 140-250 STEEL WHITE NO YES2 WAY
CD-1 10 x 4 50-120 STEEL WHITE NO YES
ACCORD MODEL 222 WITH 2-WAY DEFLECTION. MOUNT IN CEILING. PROVIDE
TRANSITION BOOT.2 WAY
N.C.
20
20
SR-2 ACCORD MODEL 222 WITH 2-WAY DEFLECTION. MOUNT IN SIDEWALL, REFER
TO PLANS FOR HEIGHT. PROVIDE TRANSITION BOOT.20 x 6 300-400 STEEL WHITE NO YES2 WAY 20
R-1 16 x16 600 STEEL WHITE NO NO---
ACCORD MODEL 500. MOUNT IN CEILING IN LOCATION SHOWN ON PLANS.25
R-2 20 x 20 900 STEEL WHITE NO NO---25
R-3 24 x 24 1100-1200 STEEL WHITE NO NO---25
2.06,830
ACCORD MODEL 500. MOUNT IN CEILING IN LOCATION SHOWN ON PLANS.
ACCORD MODEL 500. MOUNT IN CEILING IN LOCATION SHOWN ON PLANS.
FURNACE AND DX COOLING COIL SCHEDULE
ELECTRIC HEATER SCHEDULEEXHAUST FAN SCHEDULE
DRYER VENT DETAIL
PLAN VIEW
CEILING MOUNTED EXHAUST FAN DETAIL
GRILLE AND REGISTER SCHEDULE
PROVIDE TRANSITION BOOT BEHIND GRILLE AS REQUIRED TO CONNECT TO BRANCH DUCT.
PROVIDE MODEL DB425 "DRYERBOX" IN WALL
WITH 4"Ø DUCT THRU ROOF. CONNECT 4"Ø
FLEXIBLE DRYER VENT TO EXHAUST DUCT
Apr 18, 2022 PHONE:
1355 EAST CENTER
POCATELLO, IDAHO 83201
ESA JOB NUMBER:
FAX:(208) 233-0529
(208) 233-0501
EMAIL:esa@engsystems.com
21147
Engineered
Systems
Associates
GD
A H
S
P-18184
TA
DI
AVD
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DTEO
L.
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P R O FN
E SGI EERT
AISON L E
NEO
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N
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
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P
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M3.0
MECHANICAL
SCHEDULES &
DETAILS
2115
4/18/2022
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no. description date
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
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ESA JOB NUMBER:21147
Engineered
Systems
Associates
4/
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4/18/2022
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no.description date
Apr 18, 2022 P1.0
FOUNDATION
PLUMBING
PLAN
B
B
C
C
D
D
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G
G
1 1
5 5
6 6
10 10
3 3
F
F
7 7
A
A
2 2
9 9
4 4
8 8
F
FOUNDATION PLUMBING PLAN
SCALE: 1/8" = 1'-0"
FS-1
PLAN NOTES:
BALL TYPE ISOLATION VALVE
PIPE RISE
PIPE DROP
SYMBOL
CO
WCO
COTG
VTR
V VENT
VENT THRU ROOF
CLEANOUT
WALL CLEANOUT
CLEANOUT TO GRADE
DESCRIPTION
PLUMBING LEGEND
SOIL OR WASTE PIPING
VENT LINE PIPING
GAS PIPINGG
DOMESTIC HOT WATER PIPING
DOMESTIC COLD WATER PIPING
RDO
RDL ROOF DRAIN PIPING
ROOF OVERFLOW DRAIN PIPING
1 4" WASTE STACK UP IN WALL ABOVE TO SERVE ALL LEVELS OF
FIXTURES. SEE SHEET P1.1 FOR CONT. OF PIPING.
4" VENT STACK UP IN WALL ABOVE TO 4" VTR. SEE SHEET P1.1
FOR CONT. OF PIPING.
2" WASTE STACK UP IN WALL ABOVE. SEE SHEET P1.1 FOR CONT.
OF PIPING.
2" VENT STACK UP IN WALL ABOVE TO 2" VTR. SEE SHEET P1.1
FOR CONT. OF PIPING.
2" DOMESTIC COLD WATER UP THRU SLAB TO PRESSURE
REDUCING STATION. SEE SHEET P1.1 FOR CONT. OF PIPING.
4" FIRE LINE UP TO FIRE RISER ASSEMBLY. SEE SHEET P1.1 FOR
CONT. OF PIPING.
SEE CIVIL SITE PLAN FOR CONT. OF 4" FIRE LINE.
SEE CIVIL SITE PLAN FOR CONT. OF 2" DOMESTIC CW MAIN.
SEE CIVIL SITE PLAN FOR CONT. OF 6" SEWER MAIN.
REFER TO CIVIL DRAWINGS FOR LANDSCAPE IRRIGATION PIPING
AND METER LOCATIONS.
SEE CIVIL SITE PLAN FOR CONTINUATION OF 4" UNDERGROUND
ROOF DRAIN LINE.
4" ROOF DRAIN LINE UP THRU SLAB. SEE SHEET P1.1 FOR
CONTINUATION OF PIPING IN RISER ROOM ABOVE.
2
3
4
5
6
7
8
9
PLUMBING CONTRACTOR IS RESPONSIBLE TO
COORDINATE FINAL INVERT ELEVATIONS OF WASTE AND
ROOF DRAIN PIPING WITH CIVIL DRAWINGS AND IN-FIELD
CONDITIONS TO AVOID CONFLICTS. INVERTS SHOWN ON
THIS PLAN ARE FOR GENERAL REFERENCE ONLY.
PLUMBING CONTRACTOR IS RESPONSIBLE TO
COORDINATE THE INSTALLATION OF UNDERGROUND
PIPING WITH THE FOOTINGS. REFER TO STRUCTURAL
DRAWINGS
ALL PIPE PENETRATIONS SHALL BE PERPENDICULAR TO
THE WALLS AND FOOTINGS.
GENERAL NOTES:
1.
2.
3.
9
6" COTGINV. ELEV. MIN. -36"BELOW SLAB
8
7
6
4"
2"
5
2" V.
JS-1
2"4"
2" V. & WCO
6"6"6"6"6"6"
4"
4"
4"
2"
2"
2"
4"4"2"2"4"SH-1
2" V.
L-1
4"
12 2" V.WC-1
WB-1
KS-1
2" V.
L-1
4"
4"3"2"
12 WC-1
2" V.
T-1
WB-1
2"
3
4
2" V.FD-1
4"
4"
4"
3"
2"
2"
2"
KS-1
2"
4"
WC-1
3"
2" V.
L-1
SH-1
2" V.
2" V.
FD-1
4"
4"
2"
2"
2"
4"4"2"2"4"SH-1
2" V.
L-1
4"
1 22" V.WC-1
WB-1
KS-1
2" V.
L-1
4"
4"3"2"
1 2WC-1
2" V.
T-1
WB-1
2"
3
4
2" V.FD-1
4"
4"
4"
3"
2"
2"
2"
2"
4"
WC-1
3"
SH-1
2" V.
2" V.
FD-1
12 2
6"4"4"4"4"
4" COTGINV. ELEV. -12"BELOW SLAB
4"
4"
4"
4"
4"
4"3"
1 2
WC-1
2" V.L-1
2" V.
SH-1
FD-1
2" V.
3
4
WB-1 2"
KS-1
2" V.
L-1
4"
4"3"2"
12 WC-1
2" V.
T-1
3"
WB-1
2"
4"
4"
4"
3"
2"
2"
2"
KS-1
2"
4"
WC-1
3"
2" V.
L-1
SH-1
2" V.
2" V.
FD-1
4"
4"
2"
2"
2"
4"4"2"2"4"SH-1
2" V.
L-1
4"
1 22" V.WC-1
WB-1
KS-1
2" V.
L-1
4"
4"3"2"
1 2WC-1
2" V.
T-1
WB-1
2"
3
4
2" V.FD-1
4"
4"
4"
3"
2"
2"
2"
2"
4"
WC-1
3"
SH-1
2" V.
2" V.
FD-1
12 2
4"
4"
10
10
4" COTGINV. ELEV. -36"BELOW SLAB
11
12
12
11
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
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ESA JOB NUMBER:21147
Engineered
Systems
Associates
4/
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no.description date
Apr 18, 2022 P1.1
PLUMBING 1st
FLOOR PLAN
PLUMBING 1st FLOOR PLAN
SCALE: 1/8" = 1'-0"
FS-1
PLAN NOTES:
1 4" WASTE STACK UP IN WALL ABOVE TO SERVE ALL LEVELS OF
FIXTURES. SEE SHEET P1.2 FOR CONT. OF PIPING.
4" VENT STACK UP IN WALL ABOVE TO 4" VTR. SEE SHEET P1.2
FOR CONT. OF PIPING.
2" WASTE STACK UP IN WALL ABOVE. SEE SHEET P1.2 FOR CONT.
OF PIPING.
2" VENT STACK UP IN WALL ABOVE TO 2" VTR. SEE SHEET P1.2
FOR CONT. OF PIPING.
2" DOMESTIC COLD WATER PRESSURE REDUCING STATION. SEE
DETAIL ON SHEET P300.
4" FIRE RISER ASSEMBLY. SEE DETAIL ON SHEET P300.
RISE 1-1/4" DOMESTIC CW MAIN UP IN WALL TO SERVE LEVELS 2
AND 3 ABOVE. SEE SHEET P1.2 FOR CONTINUATION OF PIPING.
RISE 1" DOMESTIC CW MAIN UP IN WALL TO SERVE LEVELS 2 AND
3 ABOVE. SEE SHEET P1.2 FOR CONTINUATION OF PIPING.
1" CW LINE TO SERVE UNIT ON THIS LEVEL. SEE LARGE SCALE
PLUMBING PLANS ON SHEET P2.0 FOR CONTINUATION OF PIPING.
3/4" CW LINE TO SERVE UNIT ON THIS LEVEL. SEE LARGE SCALE
PLUMBING PLANS ON SHEET P2.0 FOR CONTINUATION OF PIPING.
2" DOMESTIC CW MAIN DOWN THRU SLAB. SEE SHEET P1.0 FOR
CONTINUATION OF PIPING.
GAS METER TREE WITH (12) GAS METERS SIZED FOR 65,000 BTU
EACH AT OZ. DELIVERY PRESSURE.
DROP 3/4" (OZ.) GAS LINE DOWN THRU CEILING OF MECH. CLOSET
AND CONNECT TO FURNACE COMPLETE WITH SHUT-OFF VALVE,
FLEXIBLE CONNECTION AND DIRT LEG. SEE DETAIL ON SHEET
P3.0.
RUN (24) 3/4" OZ. GAS LINES FROM METER TREES UNDERGROUND
TO EXTERIOR WALL OF BUILDING.
RISE (24) 3/4" OZ. GAS LINES UP THRU CONCRETE SLAB
SIDEWALK ON EXTERIOR SIDE OF BUILDING AND PENETRATE
EXTERIOR WALL WITH PIPING TO STUD SPACE / CHASE. SEE
ARCH. PLANS FOR PIPE COVERING ON EXTERIOR OF BUILDING
AT SIDEWALK.
RISE (16) 3/4" OZ. GAS LINES UP IN CHASE TO SERVE LEVELS 2
AND 3 ABOVE. SEE SHEET P1.2 FOR CONTINUATION OF PIPING.
RUN (6) 3/4" GAS LINES IN CEILING SPACE OF MAIN LEVEL HALL
WAY TO SERVE MAIN LEVEL UNITS.
RUN (4) 3/4" GAS LINES IN CEILING SPACE OF MAIN LEVEL HALL
WAY TO SERVE MAIN LEVEL UNITS.
RUN (2) 3/4" GAS LINES IN CEILING SPACE OF MAIN LEVEL HALL
WAY TO SERVE MAIN LEVEL UNITS.
2
3
4
5
6
2" V. UP JS-1
12 12
3
4
1
2
3
4
12
B
B
C
C
D
D
E
E
G
G
1 1
5 5
6 6
10 10
3 3
F
F
7 7
A
A
2 2
9 9
4 4
8 8
FAV
PRV
WH-2
(ABOVE)
L-1 WC-1
WB-1
SH-1
WH-1
FD-1
2
F
5
L-1 WC-1
T-1
DW-1
KS-1
WB-1
12
WC-1
L-1
SH-1
WH-1 FD-1
1
F
KS-1
DW-1
1 212
L-1WC-1
WB-1
SH-1
WH-1
FD-1
2
F
L-1WC-1
T-1
DW-1
KS-1
WB-1
1 2
WC-1
L-1
SH-1
WH-1FD-1
1
F
KS-1
DW-1
WB-1
12
WC-1
L-1
SH-1
WH-1 FD-1
1
F
KS-1
DW-1
1 212
L-1WC-1
WB-1
SH-1
WH-1
FD-1
2
F
L-1WC-1
T-1
DW-1
KS-1
WB-1
1 2
WC-1
L-1
SH-1
WH-1FD-1
1
F
KS-1
DW-1KS-1
DW-1
WC-1L-1
T-1
WH-1 FD-1 3
F
SH-1
L-1WC-1
WB-1
1-1/4"
1-1/4"
2"
6
7
2"
ENTIRE BUILDING TO BE FIRE SPRINKLED
AS PER NFPA-13 CODE REQUIREMENTS.
NOTE:SEE LARGE SCALE TYP. UNIT PLUMBING
PLANS ON SHEETS P2.0 FOR PIPING
SERVING INDIVIDUAL UNIT TYPES.
NOTE:
1-1/4"
1-1/4"2"
8
7
9
9
10
8
1-1/4"
1-1/4"
1-1/4"
1-1/4"
10
8 1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
9
7
FAV
PRV
ROOM PLUMBING PLAN
SCALE: 1/4" = 1'-0"
LARGE SCALE FIRE RISER
HB-1
WH-2
(ABOVE)
5
FS-16
2"
2"
2"
2"
3/4"
3/4"
JS-1
2" V. & WCO
11
12
11
7
8
1-1/4"
1-1/4"
1-1/4"
1-1/4"
8 1-1/4"
1-1/4"
7
2"2"1-1/2"
9
9
1-1/4"
1-1/4"
3
4
12
G
G
G
G
3/4"
3/4"
13
13
G
G
G
3/4"13
3
4
3/4"
3/4"
3/4"
13
G
3/4"
3/4"
13
10
G
G
3/4"
3/4"
13
G
G
3/4"
3/4"
13
10
G
G
G
13
G
12
G
G
G
3/4"13
3/4"
G G GGGG G GGG
3/4"
3/4"
14
15
15
14
14
(12) 3/4" GAS LINES
UNDERGROUND
(12) 3/4" GAS LINES
UNDERGROUND
16
16
(8) 3/4" GAS LINES
IN CLG. SPACE
17
1718
18
19
19
UNIT 2
102
TYPE A
UNIT 1
106
TYPE B
UNIT 1
104
TYPE AUNIT 3
108
TYPE A
UNIT 2
101
TYPE B
UNIT 1
105
TYPE B
UNIT 1
103
TYPE B
UNIT 2
107
TYPE B
JANITOR
STAIR B STAIR A
JANITOR
DS-1(+18" A.F.F)
4" RDL UP IN CHASE
4" RDO UP IN CHASE
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
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Engineered
Systems
Associates
4/
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Apr 18, 2022 P1.2
PLUMBING 2nd
FLOOR PLAN
PLUMBING 2nd FLOOR PLAN
SCALE: 1/8" = 1'-0"
PLAN NOTES:
1 4" WASTE STACK UP IN WALL ABOVE TO SERVE ALL LEVELS OF
FIXTURES.
4" VENT STACK UP IN WALL ABOVE TO 4" VTR. SEE SHEET P1.3
FOR CONT. OF PIPING.
2" WASTE STACK UP IN WALL ABOVE.
2" VENT STACK UP IN WALL ABOVE TO 2" VTR. SEE SHEET P1.3
FOR CONT. OF PIPING.
1-1/4" DOMESTIC CW MAIN UP IN WALL FROM BELOW. TEE 1" CW
TO SERVE UNIT ON THIS LEVEL AND CONTINUE UP WITH 1" CW
MAIN TO SERVE UNIT ON LEVEL 3 ABOVE. SEE SHEET P1.3 FOR
CONTINUATION OF PIPING.
1" DOMESTIC CW MAIN UP IN WALL FROM BELOW. TEE 3/4" CW
TO SERVE UNIT ON THIS LEVEL AND CONTINUE UP WITH 3/4" CW
MAIN TO SERVE UNIT ON LEVEL 3 ABOVE. SEE SHEET P1.3 FOR
CONTINUATION OF PIPING.
1" CW LINE TO SERVE UNIT ON THIS LEVEL. SEE LARGE SCALE
PLUMBING PLANS ON SHEET P2.0 FOR CONTINUATION OF PIPING.
3/4" CW LINE TO SERVE UNIT ON THIS LEVEL. SEE LARGE SCALE
PLUMBING PLANS ON SHEET P2.0 FOR CONTINUATION OF PIPING.
RISE (8) 3/4" OZ. GAS LINES UP IN CHASE TO SERVE LEVEL 3
ABOVE. SEE SHEET P1.3 FOR CONTINUATION OF PIPING.
RUN (6) 3/4" GAS LINES IN CEILING SPACE OF HALL WAY TO
SERVE 2ND LEVEL UNITS.
RUN (4) 3/4" GAS LINES IN CEILING SPACE OF HALL WAY TO
SERVE 2ND LEVEL UNITS.
RUN (2) 3/4" GAS LINES IN CEILING SPACE OF HALL WAY TO
SERVE 2ND LEVEL UNITS.
DROP 3/4" (OZ.) GAS LINE DOWN THRU CEILING OF MECH. CLOSET
AND CONNECT TO FURNACE COMPLETE WITH SHUT-OFF VALVE,
FLEXIBLE CONNECTION AND DIRT LEG. SEE DETAIL ON SHEET
P3.0.
2
3
4
2" V. UP
12 12
3
4
3
4
12
B
B
C
C
D
D
E
E
G
G
1 1
5 5
6 6
10 10
3 3
F
F
7 7
A
A
2 2
9 9
4 4
8 8
L-1 WC-1
WB-1
SH-1
WH-1
FD-1
2
F
L-1 WC-1
T-1
DW-1
KS-1
WB-1
12
WC-1
L-1
SH-1
WH-1 FD-1
1
F
KS-1
DW-1
1 212
L-1WC-1
WB-1
SH-1
WH-1
FD-1
2
F
L-1WC-1
T-1
DW-1
KS-1
WB-1
1 2
WC-1
L-1
SH-1
WH-1FD-1
1
F
KS-1
DW-1
WB-1
12
WC-1
L-1
SH-1
WH-1 FD-1
1
F
KS-1
DW-1
1 212
L-1WC-1
WB-1
SH-1
WH-1
FD-1
2
F
L-1WC-1
T-1
DW-1
KS-1
WB-1
1 2
WC-1
L-1
SH-1
WH-1FD-1
1
F
KS-1
DW-1KS-1
DW-1
WC-1L-1
T-1
WH-1 FD-1 3
F
SH-1
L-1WC-1
WB-1
5
3
4
3
4
6
7
8
5
7
5
7
5
7
6 6
8
6
8
6
5
7
1
2
G
G
G
GG
G
3/4"
3/4"
13
G
G
G
G
3/4"13
3/4"
3/4"
3/4"
13
G
G
3/4"
3/4"
13
G
G
3/4"
3/4"
13
G
G
3/4"
3/4"
13
G
G
13
G
G
G
G
G
3/4"13
3/4"
G G GGGG G GGG
3/4"
3/4"
(8) 3/4" GAS LINES
IN CLG. SPACE
101112
8
9
10
11
12
9
13
8
STAIR B STAIR A
UNIT 2
202UNIT 1
206 UNIT 1
204UNIT 3
208
UNIT 2
201
UNIT 1
205
UNIT1
203
UNIT 2
207
4" RDL UP IN CHASE
4" RDO UP IN CHASE
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
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ESA JOB NUMBER:21147
Engineered
Systems
Associates
4/
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4/18/2022
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Apr 18, 2022 P1.3
PLUMBING 3rd
FLOOR PLAN
PLUMBING 3rd FLOOR PLAN
SCALE: 1/8" = 1'-0"
PLAN NOTES:
1 4" VENT STACK UP IN WALL TO 4" VTR.
2" VENT STACK UP IN WALL TO 2" VTR.
1" CW LINE TO SERVE UNIT ON THIS LEVEL. SEE LARGE SCALE
PLUMBING PLANS ON SHEET P2.0 FOR CONTINUATION OF PIPING.
3/4" CW LINE TO SERVE UNIT ON THIS LEVEL. SEE LARGE SCALE
PLUMBING PLANS ON SHEET P2.0 FOR CONTINUATION OF PIPING.
DROP (8) 3/4" OZ. GAS LINES DOWN IN CHASE. SEE SHEET P1.2
FOR CONTINUATION OF PIPING.
RUN (6) 3/4" GAS LINES IN CEILING SPACE OF HALL WAY TO
SERVE 3RD LEVEL UNITS.
RUN (4) 3/4" GAS LINES IN CEILING SPACE OF HALL WAY TO
SERVE 3RD LEVEL UNITS.
RUN (2) 3/4" GAS LINES IN CEILING SPACE OF HALL WAY TO
SERVE 3RD LEVEL UNITS.
DROP 3/4" (OZ.) GAS LINE DOWN THRU CEILING OF MECH. CLOSET
AND CONNECT TO FURNACE COMPLETE WITH SHUT-OFF VALVE,
FLEXIBLE CONNECTION AND DIRT LEG. SEE DETAIL ON SHEET
P3.0.
2
3
2" VTR
1 1
2
2
1
B
B
C
C
D
D
E
E
G
G
1 1
5 5
6 6
10 10
3 3
F
F
7 7
A
A
2 2
9 9
4 4
8 8
L-1 WC-1
WB-1
SH-1
WH-1
FD-1
2
F
L-1 WC-1
T-1
DW-1
KS-1
WB-1
1
WC-1
L-1
SH-1
WH-1 FD-1
1
F
KS-1
DW-1
11
2
L-1WC-1
WB-1
SH-1
WH-1
FD-1
2
F
L-1WC-1
T-1
DW-1
KS-1
WB-1
1
WC-1
L-1
SH-1
WH-1FD-1
1
F
KS-1
DW-1
WB-1
1
WC-1
L-1
SH-1
WH-1 FD-1
1
F
KS-1
DW-1
11
2
L-1WC-1
WB-1
SH-1
WH-1
FD-1
2
F
L-1WC-1
T-1
DW-1
KS-1
WB-1
1
WC-1
L-1
SH-1
WH-1FD-1
1
F
KS-1
DW-1KS-1
DW-1
WC-1L-1
T-1
WH-1 FD-1 3
F
SH-1
L-1WC-1
WB-1
4
3 3
3
33
1
G
G
G
GG
G
3/4"
3/4"
9
G
G
G
G
3/4"9
3/4"
3/4"
3/4"
9
G
G
3/4"
3/4"
9
G
G
3/4"
3/4"
9
G
G
3/4"
3/4"
9
G
G
9
G
G
G
G
G
3/4"9
3/4"
G G GGGG G G G
3/4"
3/4"
(8) 3/4" GAS LINES
IN CLG. SPACE
678
3
3 3
5
6
7
8
9
5
UNIT 2
302UNIT 1
306
UNIT 1
304
UNIT 3
308
UNIT 2
301UNIT 1
305
UNIT 1
303
UNIT 2
307
STAIR B STAIR A
RDL RDL RDL RDL RDLRDORDORDORDORDORDORDORDO
4" RDL DN. IN CHASE
4" RDO DN. IN CHASE
4"3"3"3"
RD-1
(ABOVE)
OD-1
(ABOVE)
2,343 SQ. FT.
ROOF AREA
RD-1
(ABOVE)
2,725 SQ. FT.
ROOF AREA
OD-1
(ABOVE)
RD-1
(ABOVE)
2,725 SQ. FT.
ROOF AREA
OD-1
(ABOVE)
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
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ESA JOB NUMBER:21147
Engineered
Systems
Associates
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4/18/2022
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Apr 18, 2022 P2.0
LARGE SCALE
TYP. UNIT
PLUMBING PLANS
1 BED LARGE SCALE PLUMBING PLAN
SCALE: 1/4" = 1'-0"
2 BED LARGE SCALE PLUMBING PLAN
SCALE: 1/4" = 1'-0"
3 BED LARGE SCALE PLUMBING PLAN
SCALE: 1/4" = 1'-0"
PLAN NOTES:
1 4" WASTE STACK SERVING ALL LEVELS.
4" VENT STACK UP SERVING ALL LEVELS TO 4" VENT THRU ROOF.
RUN 3/4" CONDENSATE DRAIN LINE FROM FURNACE TO FLOOR
DRAIN LOCATED IN MECH. ROOM. TERMINATE WITH
DOWNTURNED 90° ELBOW AND AIR GAP.
INSTALL BALL TYPE SHUT-OFF VALVE ON 3/4" CW MAIN SERVING
UNIT, BELOW CEILING OF MECH. CLOSET.
INSTALL BALL TYPE SHUT-OFF VALVE ON 1" CW MAIN SERVING
UNIT, BELOW CEILING OF MECH. CLOSET.
2" WASTE STACK SERVING ALL LEVELS.
2" VENT STACK UP SERVING ALL LEVELS TO 4" VENT THRU ROOF.
DROP 1/2" CW & HW PIPING DOWN IN WALL AND RUN UNDER
COUNTERTOP TO SERVE KITCHEN SINK AND DISHWASHER.
DROP 1/2" CW & HW PIPING DOWN IN WALL AND RUN UNDER
COUNTERTOP TO BATHROOM LAVATORY AND 1/2" CW TO TOILET.
DOMESTIC CW MAIN LINE IN WALL. SEE PLUMBING FLOOR PLANS
ON SHEET P1.1, P1.2 AND P1.3 FOR PIPE SIZES SERVING EACH
LEVEL.
2" ISLAND SINK VENT. SEE DETAIL ON SHEET P3.0.
2
3
4
5
6
7
8
WC-1
1
F
WH-1
FD-1
SH-1
WB-1
L-1
DW-1
KS-1
2
F
3
F
SH-1
WC-1L-1
WB-1
KS-1
DW-1
T-1WC-1L-1
WH-1 FD-1
WC-1
WC
-
1
DW-1
KS-1
L-1 T-1
WB-1
SH-1
L-1
WH-1 FD-1
12
2 12
12 2"
V
.
2"
V
.
1
2
3
3
3
4
5
5
6
7
7
6
8
8
9
9
2" V.
10
10
10
10
2" V.
2" V.
11
11
11
2"
V
.
2"
V
.
2"
V
.
2" V.
2"
2" V.
2"
1"
3/4"
3/4"3/4"1/2"
1/2"2"2"
2"3"
2"
2"
1/2"
3/4"1/2"
2"
1/2"
2"2"2"
1
3"
2"2"
3/4"
2"
1/
2
"
1/
2
"
1/
2
"
1/
2
"
3/4"
1"
3/4"
3/4"
3/
4
"
3/4"
3/4"
3/4"
1/2"
1/2"
2"
2"
2"
V
.
2" V.
2"
2"
3"
2"
1/2"
2"
2"
1/2"1/2"
3"
2" V.
1/2"
3/4"3/4"1/2"1/2"
2"2"
3"2"
2"
2"
1/2"
1/2"
2"
2"
3/4"
3/4"3/4"3/4"
2"
2"
3/4"1"
2"
2"3"
1/2" BELOW COUNTER
3"3"
2"
2"
1/2"
3/4"
M. BEDROOM
M. BATHROOM
LIVING
KITCHEN
KITCHEN
KITCHENLIVING
LIVING
M. BEDROOM
BEDROOM 1
BATH 1
M. BATHROOM
M. BATHROOM
M. BEDROOM
BEDROOM 1
BEDROOM 2
BATHROOM 1
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
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ESA JOB NUMBER:21147
Engineered
Systems
Associates
4/
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4/18/2022
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Apr 18, 2022 P3.0
PLUMBING
DETAILS &
SCHEDULESWASHER BOX PIPING DETAIL
NO SCALE
42
"
T
O
2" WASTE LINE
2" VENT LINE UP
1/2" HOT WATER LINE
1/2" COLD WATER LINE
STUD WALL
AT 16" O.C.
2x4 WOOD HEADER
ABOVE UTILITY BOX
FINISHED FLOOR
DROP 2" WASTE LINE DOWN
BELOW FLOOR
SHUT-OFF VALVES
2" P-TRAP
FL
O
O
R
NO SCALE
WATER HEATER PIPING DIAGRAM
UNION (TYP)
BALL VALVE (TYP)
WATER HEATER
HEAT TRAP FITTING
COLD WATER LINE
HOT WATER LINE
PIPE FULL SIZE TO
FLOOR DRAIN
ASME T&P RELIEF
VALVE
SEISMIC BRACING
STRAPS ANCHORED TO
WALL
2" DEEP DRAIN PAN
UNDER HEATER
DRAIN VALVE WITH THREADED
HOSE CONNECT.
COLD WATER
INLET
TAKEN NOT TO DEFORM OR OTHERWISE DAMAGE PIPING OR INSULATION.
TAMPED, RODDED OR LIGHTLY COMPACTED DURING INSTALLATION. CARE SHOULD BE
SAND FILL AROUND PIPING SHALL BE A MINIMUM OF 4" THICK. MATERIAL SHALL BE HAND
MINIMUM PIPE SIZE UNDERFLOOR SHALL BE 3/4"
PIPE INSULATION. TAPE INSULATION AT ALL SEAMS.
WATER PIPE INSULATION ON UNDERFLOOR PIPING SHALL BE ARMAFLEX 3/4" THICK RUBBER
ALL WATER PIPING INSTALLED UNDERFLOOR SHALL BE TYPE "K" COPPER OR PEX
UNDER SLAB PIPE INSTALLATION DETAIL
3
NO SCALE
4 -
SECTION 'A'
NOTES:
2
-
-
1 -
COMPACTED EARTH
CONCRETE
4"
4"
1" MIN.
INSULATION SAND
WATER PIPING
A
NO SCALE
VERTICAL FIRE RISER DETAIL
NOTE:
WE
T
R
I
S
E
R
4" WATER SUPPLY FROM CITY WATER MAIN. USE CLASS 53 DUCTILE IRON
WHEN CROSSING UNDER BLDG FOUNDATION.
USE FLEXIBLE GROOVED PIPE COUPLING ONLY IF SEISMIC BRACING IS
REQUIRED. SEE NOTE #12.
GROOVED BUTTERFLY VALVE WITH INTEGRAL SUPERVISORY SWITCH.
DOUBLE CHECK BACKFLOW PREVENTER WITH RELATED TRIM AND GAUGES.
3-1/2" DIAMETER WATER GAUGE WITH 1 4" TEST AND ISOLATION VALVE.
VANE TYPE WATER FLOW SWITCH.
SUPPLY TO WET PIPE FIRE SPRINKLER SYSTEM.
SWING CHECK VALVE.
RISER MANIFOLD - INCLUDES PRESURE GAUGE, FLOW SWITCH, PRESSURE
RELIEF VALVE, AND TEST AND MAIN DRAIN DEVICE.
INSPECTOR'S TEST & MAIN DRAIN DEVICE - PIPE TO OUTSIDE.
PRESSURE RELIEF VALVE SHALL BE REQUIRED SET AT 175 PSI.- PIPED TO
DISCHARGE OUTSIDE.
SEISMIC BRACING REQUIRED IN SEISMIC DESIGN CATEGORY C, D, E, F.
1/2" AUTOMATIC BALL DRIP VALVE.
PIPE TO DRAIN OUTSIDE.
WEATHERPROOF ELECTRIC BELL OR HORN AND STROBE (OUTSIDE).
OUT TO FIRE DEPARTMENT CONNECTION WITH GALVANIZED SCH 40 PIPING-
PROVIDE BALL DRIP WHEN TRAPPING PIPE. SIZE CONNECTION AS REQUIRED.
NOTE: PIPE FDC TO REMOTE LOCATION WHEN REQUIRED BY FIRE MARSHAL.
GALVANIZED FLANGE AND SPOOL PIECE
CLASS 53 D.I. FLANGED SPIGOT
3/4" A.T.R.
3/4" BENT EYE BOLT
MECHANICAL JOINT 90° ELL
CONCRETE THRUST BLOCK WITH 5 SQ. FEET BEARING AREA
UNDISTURBED EARTH
LOW TEMPERATURE SENSOR - MOUNTED ON WALL - THIS SWITCH IS
PROVIDED UNDER DIVISION 28 OF THE SPECIFICATIONS.
SPARE HEAD CABINET WITH SPARE SPRINKLER HEADS AND WRENCHES.
LAMINATED SYSTEM MAP WITH SYSTEM START-UP AND SHUT-DOWN
INSTRUCTIONS.
PROVIDE SLEEVES WHERE PIPING PENETRATES BUILDING AT FLOOR AND
WALLS. SEAL AROUND PENETRATION WITH FLEXIBLE MASTIC AT FLOOR.
PROVIDE 2" ANNULAR SPACE AROUND AND RESTRAIN FLANGE SPIGOT.
5'
-
6
"
M
I
N
.
0'
-
6
"
1'
-
0
"
FLOOR SLEEVE
FS
TS
LT
IT
26
25
24
23
22
21
20
21
22
23
1
20
19
19
18
17
16
15
14
18
17
2
3
4
5
13
14
16
13
12
11
10
9
8
7
6
25
5
9
6
3
5
8
24
10
11
5
4
3
2
1
72
12
15
26
WH-1
NO SCALE
HEATER MOUNTING DETAIL
CEILING
DRAIN PAN. PIPE TO FLOOR SINK
WATER HEATER
STEEL SAFETY STRAP
WALL
1-1/2" x 1/4" ANGLE IRON
SUPPORT. PRIMED AND
PAINTED TO MATCH WALL
AND BOLTED TO BUILDING.
WH-2
JANITOR CLOSET WATER
TRAPSYM.DESCRIPTION
PLUMBING FIXTURE SCHEDULE
PIPE SIZEVENTWASTE C.W.H.W.REMARKS
WATER CLOSETWC-1 2"INT.3"1/2"-ELONGATED BOWL FLUSH TANK WITH SEAT AND LID
WASHER BOXWB-1 2"2" 2"1/2"1/2"POLY WASHER BOX WITH 1/2" HW AND CW STOP VALVES
2" STANDPIPE WITH P-TRAP
LOWBOY ELECTRIC
WH-1 -- -3/4"3/4"40 GALLON ELEC. WATER HEATER WITH T&P VALVE & DRAIN PAN. 240/60/1
POWER. 4500 WATT UPPER & LOWER NON-SIMULTANEOUS ELEMENTS.ELEC. WATER HEATER
WH-2 -- -3/4"3/4"20 GALLON ELEC. WATER HEATER WITH T&P VALVE & DRAIN PAN. 240/60/1
POWER. 4500 WATT UPPER & LOWER NON-SIMULTANEOUS ELEMENTS.WATER HEATER
1-1/2"LAVATORYL-1 1-1/2"1-1/2"1/2" 1/2" COUNTERTOP MOUNT
ISLAND SINK VENTING DETAIL
WCO
NO SCALE
1-1/2"2"
2"
TYPICAL SINK 2"
2" VENT PIPE
2"
FOOT VENT2"
NEAREST
PARTITION
4"FLOOR SINKFS-1 2"4"--- ---
ZURN Z-1900-KC WITH WHITE ENAMEL FINISH, DOME STRAINER AND 4"
DEEP SEAL P-TRAP. PROVIDE 3/4 GRATE OVER SINK.
2"FLOOR DRAINFD-1 2"2"--- ---
ZURN Z-415B WITH 5"Ø NICKEL-BRONZE STRAINER AND 2" DEEP SEAL
P-TRAP
2"JANITOR SINKJS-1 2"2"1/2" 1/2"
KOHLER K-6710 "WHITBY" W/ K-8940 WIRE RIM GUARD, K-8928 FAUCET
ASSEMBLY & K-9142 STRAINER & DEEP SEAL P-TRAP. HOSE & HOSE CLAMP
2"KITCHEN SINKKS-1 2"2"1/2" 1/2" COUNTERTOP MOUNT WITH DISPOSER (120/60/1 POWER REQUIRED)
-DISHWASHERDW-1 -3/4"- 1/2"
UNDER COUNTER - CONNECT WATER & WASTE TO ADJACENT SINK / GARBAGE DISPOSER
1-1/2"TUB / SHOWERT-1 1-1/2"1-1/2"1/2" 1/2"
RIGHT OR LEFT HAND AS PER FLOOR PLAN
1-1/2"SHOWERSH-1 1-1/2"1-1/2"1/2" 1/2"
RIGHT OR LEFT HAND AS PER FLOOR PLAN
6"
V
E
R
T
I
C
A
L
GAS LINE CONNECTION DETAIL
NO SCALE
DROP FROM
MAIN. SEE
PLAN FOR
SIZE
MANUAL MAIN
SHUT-OFF
VALVEGROUND
JOINT UNION
EQUIPMENT
CASING
FLEXIBLE GAS
CONNECTOR. 18" MAX.
FLEX PIPE SIZE TO
MATCH DROP
DRIP LEG
SAME SIZE
AS DROP
---EXTERIOR HOSE BIBBHB-1 ------3/4" ---
FREEZEPROOF EXTERIOR HOSE BIBB WITH
REMOVABLE KEY. LENGTH TO SUIT WALL THICKENESS
JAY R SMITH MODEL 1770 SIZE 4" WITH ROUGH BRONZE
FINISH AND 4" DRAIN LINE CONNECTION.ROOF OVERLOW DRAINDS-1 -- 4" --DOWNSPOUT
ROOF DRAINRD-1 -- 3" --JAY R SMITH MODEL 1010 SIZE 3" WITH UNDERDECK
CLAMP AND FLASHING.
ROOF OVERLOW DRAINOD-1 -- 3" --JAY R SMITH MODEL 1080 SIZE 3" WITH 2" HIGH WATER
DAM, UNDERDECK CLAMP AND FLASHING.
NO SCALE
WATER PRESSURE REDUCING STATION DETAIL
(TYPICAL)
BALL VALVE
2" TO FIXTURES
DIRT LEG
UNION
TYPICAL
3/4" DRAIN VALVE
5'-0"
CONTRACTOR
BY PLUMBING
CONTRACTOR
BY SITE UTILITIES
CAP
GRADE
EXT WALL
36"
COMBINATION PRESSURE
REDUCING VALVE AND STRAINER.
SET DISCHARGE AT 50 PSIG TRERICE 3-1/2"
NO. 800, RANGE
0-TO-100 PSI RISE TO
CEILING
SPACE
1'-0" MINIMUM
CLEARANCE
REDUCED PRESSURE
BACKFLOW PREVENTER
DRAIN
VALVE
1-1/4" CW LINE OUT FOR
SPRINKLER SYSTEM
2" WATER SUPPLY
TO BUILDING
WATER
METER
REMOTE READOUT
DEVICE FOR BLDG. METER
DOUBLE CHECK VALVE
BACKFLOW PREVENTER WITH
BALL VALVES AND STRAINER
REMOTE READOUT DEVICE
FOR IRRIGATION METER
REFER TO CIVIL SITE PLANS FOR
NUMBER OF BUILDINGS REQUIRING
LAWN IRRIGATION.
1
NOTES:
1
1
1
1
ELECTRICAL SPECIFICATIONS
1. INTENT:
Provide and install complete and operable electrical systems
including but not not limited to; lighting, power, receptacles,
data, fire alarm ande etc.
Provide all required connections to all Mechanical and
Plumbing equipment, as indicated and required, including all
conduits, wiring and controls. Coordinate with mechanical
contractor and drawings.
2. COMPLIANCE WITH CODES:
All work and material shall comply with all applicable codes,
safety orders, laws, ordinances and regulations of governing
authorities and other agencies having jurisdiction including
regulations of the State and Local Fire Marshall, unless
detailed as specified to a more restrictive standard or higher
requirement.
3. INTERPRETATION OF DRAWINGS:
The electrical drawings are essentially diagrammatic in that
all provisions necessary to conform to structural,
architectural, mechanical and plumbing systems can not be
shown. All installations shall be adjusted as necessary to
conform and to avoid obstructions, without additional cost to
the owner.
All work, material and equipment called for by notes,
schedules or otherwise indicated on the drawings shall be
furnished and isntalled as though fully set forth in these
specifications.
4. VISITING THE SITE:
Contractor shall visit the site and become acquainted with
conditions to be encounterd. Extra funds will not be allowed
due to failuer to examine the site and to included existing
conditions in bid price.
5. COORDINATION WITH UTILITIES:
These plans have been prepared without utility company
comments. The contractor shall verify exact requirements for
the electrical, telephone and communication services with the
utility company representatives and provide all work and pay
all costs for a complete and operating systems, as directed by
the governing utilities.
6. MATERIALS AND WORKMANSHIP:
All workmanship shall be performed by skilled electricians
using the best standard practives of the trade. All materials
shall, unless otherwise noted, be new and in perfect
condition and working order. All material for similar uses shall
be of the same type, material and manufacturer for ease of
future maintaenance.
All equipment shall be readily accessible for maintenance and
repairs. All materials, fixtures and equipment shall be
covered or sealed upon installation so as to provide for safety
and to insure that operation and appearance will be
maintained after subsequent construction operations.
7. EXECUTION:
Raceway installation: Seperate underground conduits in a
common trench 4" minimum horizontally, 12" minimum from
other utility lines. Minimum conduit depth shall be 18".
Coordinate conduit installation with pipes, steel, footings and
ducts installed by other trades. Install conduit runs exposed to
view parallel or at right angles to structural members, walls or
building lines. Support conduit with one-hole malleable factory
made pipe straps, fastended with screws.
8. OPERATING AND ADJUSTING:
The owner reserves the right to operate any systems of
equipment prior to final comletion and acceptance of the work.
Such perliminary operation shall not be construed as an
acceptance of any work.
Each piece of equipment and all of the systems shall be
adjusted to insure proper functioning and shall be left in first
class operating condition.
9. CUTTING AND PATCHING:
Do all drilling and cutting as necessary for installation of
equipment or conduit. Cutting or drilling of structure is only
permitted with prior approval of the owner and structural
engineer.
Where cutting and patching of work is necessary, use the
same materials, workmanship and finish to neatly match all
surrounding work.
10. CONDUIT:
All conduit material and installation methods shall be as
allowed by the NEC, local AHJ and as directed by the
owner.
11. CONDUCTORS:
Type THWN or THHN copper wire insulated for 600V.
Smallest wire shall be #14 AWG unless noted otherwise.
All wiring shall be Copper unless indicated otherwise.
Type MC cable shall be permitted, provided it is installed in
concealed areas and installation complies with the Local AHJ
and NEC requirements.
Type NM cable is only permitted in locations allowed by the
Local AHJ and NEC.
Use "Ideal Yellow" pulling compound for all wire pulls.
Use Scotchlock connectors for all splices in #12 wire and
tape bolted pressure connectors for larger wire.
12. GROUNDING:
All conduit, branch circuits, feeders and etc. shall be
provided with a grounding conductor. All grounding
conductors shall be insulated and green in color, size as
shown.
13. WIRING DEVICES:
Devices shall be Standard type, Specification grade, color
as selected by owner. Decora style devices are prohibited.
Utilize GFCI and Tamper-proof devices in all locations as
defined by the NEC.
Wiring devices shall be as installed as allowed by the
NEC, local AHJ.
14. DEVICE PLATES:
Devices plate type and color shall be as directed by owner
and as required by the NEC.
15. LIGHTING FIXTURES:
As selected by owner and/or indicated in schedules. All light
fixtures shall be installed and connected by the Electrical
Contractor.
16. SERVICE EQUIPMENT & PANELBOARDS:
Service Equipment: Shall be rated as such and shall comply
with local utility co. requirments. .
Panelbards: Shall be provided with typed writtend directories
indicating loads being served.
Maintain all required clearances around equipment as
required by the NEC.
All equpment dimensions to be field verified.
17. CLEAN-UP:
Upon completion of the work, prior to final inspection,
thoroughly clean all exposed fixtures, trim and equipment
and leave the entire installation in a neat, clean and usable
condition. Remove all cement, paint, grease, oil and other
foreign substances.
18. TEST:
Test all conductors for shorts, opens, grounds or other
defects. Correct any defective work and re-test.
Demonstrate continuous satisfactory operation of all
electrical systems and equipment.
Provide training to the owner on electrical systems as
needed for owner operation and maintenance of building.
19. GUARANTEE:
Prior to final acceptacne of the project, deliver to the owner
a written one year guarantee on all workmanship, materials
and equipment and agree to repair or replace all such
defective items promptly that may occure during the
warranty period; including repair or replacement of the
premises that may be damaged due to faulty work and
materials furnished under contract.
CIRCUITING & GENERAL SYMBOL SCHEDULE
NOTE: ALL SYMBOLS MAY NOT BE USED
SYMBOL DESCRIPTION
KEYED NOTE REFERENCE1
BRANCH CIRCUIT HOME-RUN TO PANEL INDICATED
A-1,3,5
3/4"C.-6#12,1#12G
QTY & SIZE OF EQUIPMENT GROUND CONDUCTOR
QTY & SIZE OF NEUTRAL AND PHASE CONDUCTOR(S)
SIZE OF CONDUIT
A-1,3,5
3/4"C.-6#12,1#12G
PANEL AND CIRCUIT DESIGNATIONS
EQUIPMENT GROUNDING CONDUCTOR
TICK MARKS
NEUTRAL CONDUCTOR(S)
PHASE AND/OR SWITCH-LEG CONDUCTOR(S)
BRANCH CIRCUIT/FEEDER CONCEALED IN CEILING OR WALL
BRANCH CIRCUIT/FEEDER CONCEALED UNDERGROUND OR FLOOR
NEW EQUIPMENT, DEVICES, ETC.
EXISTING EQUIPMENT, DEVICES, ETC.
DEMOLITION EQUIPMENT, DEVICES, ETC.
DETAIL # / SHEET REFERENCE1 / ES101
*25,000A CALCULATED AVAILABLE FAULT CURRENT AT EQUIPMENT(SEE POWER RISER)
FIRE ALARM SYMBOL SCHEDULE
NOTE: ALL SYMBOLS MAY NOT BE USED
SYMBOL DESCRIPTION
DETECTOR SUBSCRIPTS
P PHOTOELECTRIC SMOKE DETECTOR D DUCT SMOKE DETECTOR
ID IN-DUCT SMOKE DETECTOR H HEAT DETECTOR
M MULTI-STATION SMOKE/CO DETECTOR, MONITORED BY FACP
(120V W/BATTERY BACKUP)
FIRE ALARM CONTROL PANEL (WALL MOUNTED, TOP AT 6'-0' AFF)
F
FACP
NOTIFICATION DEVICE EXTENDER PANEL. PROVIDE QTY AS REQUIRED BASED ON DEVICE
VOLTAGE DROP CALC'S PER NFPA 72 REQUIREMENTS. (WALL MOUNTED, TOP AT 5'-0' AFF)
REMOTE ANNUCIATOR PANEL (FLUSH MOUNTED IN WALL AT 5'-0' AFF)
NAC
RA
MANUAL PULL STATION (MOUNTING HEIGHT PER ADA & NFPA 72)
MAGNETIC DOOR HOLD OPEN
ADDRESSABLE CONTROL/RELAY MODULE
MM
CM
ADDRESSABLE MONITORING MODULE
FIRE ALARM FLOW SWITCH
FIRE ALARM TAMPER SWITCH
FS
TS
WALL MOUNTED FIRE ALARM HORN ONLY
WALL MOUNTED FIRE ALARM STROBE ONLY
(CANDELA RATING AS INDICATED)
#
ADDRESSABLE DETECTOR WITH BASE
##
##CEILING MOUNTED FIRE ALARM STROBE ONLY
(CANDELA RATING AS INDICATED)
##
##
WALL MOUNTED FIRE ALARM HORN STROBE
(CANDELA RATING AS INDICATED)
CEILING MOUNTED FIRE ALARM HORN STROBE
(CANDELA RATING AS INDICATED)
EXTERIOR 120V FIRE BELL, INSTALL NEXT TO FDC.
FIRE/SMOKE DAMPER; COORDINATE LOCATIONS WITH MECH. DRAWINGSSD
A. DO NOT INSTALL MORE THAN (10) NOTIFICATION APPLIANCES ON ANY SINGLE CLASS "A" SIGNAL CIRCUIT.
DO NOT EXCEED 400 FT. OF NO. 14 WIRE IN THE TOTAL LOOP.
B. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96"
ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM
FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION
APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT.
C. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS.
D. DO NOT CONNECT THE FIRE ALARM SYSTEM TO ANY DEVICE WHICH HAS A POWER HELD
CONTACTS.(FLOW, TAMPER, HOOD SYSTEM, DUCT DETECTOR, ETC..FALSE ALARM WILL OCCUR.
E. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL CONDUCTOR QUANTITIES PER FIRE ALARM
SYSTEM SUPPLIER, AND AS PER NFPA AND NEC REQUIREMENTS.
F. DO NOT INSTALL ANY SMOKE OR HEAT DETECTORS WITHIN 3 FEET OF ANY AIR DIFFUSER.
G. DO NOT EXCEED 2500 FEET ON ANY ADDRESSABLE DEVICE RUN. DO NOT EXCEED 120 DEVICES ON ANY
ONE ADDRESSABLE DEVICE RUN.
H. ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE SHUT DOWN UPON FIRE ALARM AS PER LIFE
SAFETY CODES.
I. ALL CLASS "B" INITIATING CIRCUITS WITH ADDRESSABLE DEVICES NEED EOLR. (END OF LINE RESISTORS).
J. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS
AND A MAXIMUM OF 100' SPACING.
K. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN.
L. ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED SHOP DRAWINGS. FIRE ALARM
PLAN IS SHOWN FOR GENERAL LOCATION AND LAYOUT ONLY.
M. THE FIRE ALARM SYSTEM TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND ADA
REQUIREMENTS.
N. ELECT. CONTR. TO CONNECT SPRINKLER SYSTEM TAMPER SWITCHES AND FLOW VALVES TO FIRE ALARM
SYSTEM AS REQUIRED. SEE FIRE SPRINKLER SYSTEM DRAWINGS FOR EXACT LOCATIONS AND
QUANTITIES.
GENERAL FIRE ALARM SYSTEM NOTES
LIGHTING SYMBOL SCHEDULE
NOTE: ALL SYMBOLS MAY NOT BE USED
SYMBOL DESCRIPTION
PARKING AREA POLE LIGHT, SINGLE OR DOUBLE HEAD AS INDICATED ON
DRAWINGS. REFER TO LIGHT POLE DETAIL FOR POLE INFORMATION.
2X4 FLUORESCENT OR LED FIXTURE
2X2 FLUORESCENT OR LED FIXTURE
SURFACE MOUNTED FLUORESCENT OR LED FIXTURE
STRIP FLUORESCENT OR LED FIXTURE
WALL MOUNTED FLUORESCENT OR LED FIXTURE
EXTERIOR WALL MOUNTED FIXTURE
ROUND RECESSED FIXTURE
SURFACE OR PENDANT FIXTURE
LIGHT FIXTURE SUBSCRIPTS
NL NIGHT-LIGHT(CONNECT TO UNSWITCHED LEG OF CIRCUIT)
EXIT SIGN, WALL OR CEILING MOUNTING AS REQUIRED (SINGLE OR DOUBLE FACE)
DIRECTIONAL CHEVRONS AS INDICATED; CONNECT TO UNSWITCHED LEG OF LIGHTING
CIRCUIT THAT IS IN THE SAME AREA AS THE EXIT SIGNS.
SHADED FIXTURE INDICATES AN EMERGENCY FIXTURE. PROVIDE WITH EMERG. BATTERY
PACK OR CONNECT TO EMERGENCY POWER SYSTEM (WHERE APPLICABLE). CONNECT
BATTERY PACK TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT SERVES THE SAME
AREA AS THE EMERGENCY FIXTURE. PROVIDE WITH TEST LIGHT AND SWITCH.
CEILING MOUNTED OCCUPANCY SENSOR, REFER TO OCCUPANCY SENSOR/SWITCH
SCHEDULE FOR SENSOR TYPE AND ADDITIONAL INFORMATION.
SWITCH MOUNTED OCCUPANCY SENSOR, LOW VOLTAGE SWITCHPOD OR DIMMER
SWITCH, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR TYPE AND
ADDITIONAL INFORMATION.
SINGLE-POLE SWITCH (SEE SUB-SCRIPTS BELOW FOR ADDITIONAL INFORMATION)
SWITCH SUBSCRIPTS
3 3-WAY SWITCH
4 4-WAY SWITCH
D DIMMER SWITCH (COMPATIBLE W/ LOAD & LTG TYPES)
FT FAN TIMER, 10/20/30/60 MIN. ELECTRONIC
(INTERMATIC MODEL EI210 SERIES)
P PILOT LIGHTED SWITCH
F1 LIGHT FIXTURE TYPE DESIGNATION
S
###
WALL OR CEILING MOUNTED EMERGENCY LIGHTING UNIT W/BATTERY PACK
CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS
THE EMERGENCY LIGHT.
LV LOW-VOLTAGE SWITCH (PER DWG'S)
T THERMAL-OVERLOAD SWITCH
M SWITCH SUPPLIED WITH EQUIPMENT,
INSTALLED BY E.C.
WP WEATHERPROOF
2P DOUBLE POLE, SINGLE THROW SWITCH
GENERAL LIGHTING NOTES:
A. SYMBOLS SHOWN ABOVE MAY NOT REPRESENT ALL LIGHT FIXTURES USED ON PROJECT, REFER TO
LIGHT FIXTURE SCHEDULE FOR ACTUAL FIXTURE INFORMATION INCLUDING FIXTURE TYPE, LAMPING,
MOUNTING AND ETC.
B. JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE E.C. IS RESPONSIBLE
FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIRED FOR CIRCUITING OF ALL LIGHT
FIXTURES THAT ARE NOT LISTED FOR "THROUGH-BRANCH CIRCUIT WIRING".
C. IN GENERAL ALL SWITCH-LEG CONDUCTORS MAY NOT BE SHOWN ON DRAWINGS; E.C. SHALL PROVIDE
AND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE CONTROL SCHEMES INDICATED AND
DESCRIBED ON DRAWINGS. INCLUDING ALL 0 - 10V DIMMING CONTROLS BETWEEN SWITCH AND
FIXTURES.
D. ALL BATTERY EXIT SIGNS AND EMERGENCY LIGHTING TO BE CONNECTED TO THE UNSWITCHED LEG OF
THE LIGHTING CIRCUIT IN THE AREA.
###
F
M
POWER SYMBOL SCHEDULE
NOTE: ALL SYMBOLS MAY NOT BE USED
SYMBOL DESCRIPTION
ELECTRICAL SWITCHBOARD EQUIPMENT, (SEE POWER RISER AND PANEL SCHEDULES
FOR ADDITIONAL INFORMATION)
'MSB'
'T##'DRY-TYPE TRANSFORMER, (SEE POWER RISER FOR ADDITIONAL INFORMATION)
'LA'
ELECTRICAL PANELBOARD, (SEE POWER RISER AND PANEL SCHEDULES
FOR ADDITIONAL INFORMATION)
DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED
TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R
FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED
TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R
(30A FUSES)
COMBINATION STARTER & FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED.
TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X
J
JUNCTION BOX
CR = CORD REEL; SEE DRAWINGS FOR INFORMATION
CD = CORD DROP; SEE DRAWINGS FOR INFORMATION
EQUIPMENT CONNECTION; COORDINATE CONNECTION WITH EQUIPMENT
PRIOR TO ROUGH-IN
MOTOR CONNECTION
POWER AND/OR DATA SERVICE POLE
FLOORBOX (SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION)
PUSHBUTTON STATION
FB#
SPECIAL RECEPTACLE (COORDINATE NEMA TYPE WITH EQUIP.)
(REFER TO PANEL SCHEDULES FOR AMPS)
CEILING MOUNTED DUPLEX RECEPTACLE (COORDINATE PLACEMENT WITH
CEILING EQUIPMENT PRIOR TO ROUGH-IN)
DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT
GFCI-TYPE DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT
DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT
GFCI-TYPE DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED
BELOW 5FT.
RECEPTACLE AND EQUIPMENT SUBSCRIPTS
AC ABOVE COUNTER
WP WEATHERPROOF (UL LISTED
WEATHER-RESISTANT)
42"MOUNTING HEIGHT AFF OR AFG
IG ISOLATED GROUND
S SURGE-PROTECTION TYPE
REF REFRIGERATOR
W WASHING MACHINE
D DRYER (30A-240V RATED RECPT.)
M MICROWAVE
HVAC THERMOSTAT OR SENSOR; PROVIDE & INSTALL BACKBOX,3/4" CONDUIT AND
CONDUCTORS TO ASSOCIATED HVAC UNIT. COORDINATE EXACT LOCATION & SIZE AND
NUMBER OF CONDUCTORS WITH M.C.
T SOR
30A/3P/3R
SIZE 1
(30A FUSES)
SMALL EXHAUST FAN CONNECTION
TV 120V RECEPT. FOR TV; VERIFY HEIGHT WITH ARCH.
DRAWINGS & ELEVATIONS
USB 120V RECPT. WITH USB CHARGING PORTS
DW/DISP DISHWASHER/DISPOSER, SPLIT-WIRE RECEPT. HALF TO
BE CONTROLLED BY SWITCH FOR DISPOSER.
(COORDINATE W/ MILLWORK AND INSTALL PER
NEC 422.16(B)(2)).
M/R MICROWAVE/RANGE HOOD (COORDINATE W/ MILLWORK)
R ELECTRIC RANGE (50A-240V RATED RECPT.)
GENERAL SPECIAL SYSTEM NOTES:
A. ALL DEVICES SHOWN AT OR NEAR MILLWORK/CASEWORK SHALL BE COORDINATED WITH THE
ARCHITECTURAL ELEVATION DRAWINGS AND MILLWORK INSTALLER TO INSURE PROPER MOUNTING
HEIGHTS. CONTRACTOR SHALL ADJUST DEVICES AS NECESSARY IN ORDER TO POSITION DEVICES SUCH
THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS OR BE DIRECTLY ABOVE SINKS OR MIDWAY
BETWEEN TILEWORK/WALL OR WAINSCOATING, ETC.
B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL A GFCI TYPE RECEPTACLE FOR ALL
RECPTACLES SHOWN IN TOILET RMS, BATHROOMS, KITCHENS/SERVING AREAS, ROOFTOP, OUTDOORS
OR WITHIN 6FT OF ANY SINK, BASIN, TUB OR FLOOR SINK AND ALL OTHER AREAS DEFINED BY THE NEC.
SPECIAL SYSTEMS SYMBOL SCHEDULE
NOTE: ALL SYMBOLS MAY NOT BE USED
SYMBOL DESCRIPTION
DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW)_D-X
TELEPHONE OUTLET; _= # OF TELEPHONE CABLES, X=CONDUIT SIZE
(SEE NOTES 1,2,3 BELOW)
_T-X
TELEPHONE/DATA OUTLET; _= # OF TELEPHONE/DATA CABLES, X=CONDUIT SIZE
(SEE NOTES 1,2,3 BELOW)
_T/_D-X
CEILING MOUNTED DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE
(SEE NOTES 1,2,3 BELOW)
_D-X
A. COMMUNICATIONS CABLES SHALL HAVE BENDS NO GREATER THAN 90 DEG.
B. CONDUITS FOR COMMUNICATIONS CABLING SHALL HAVE A MAXIMUM BEND RADIUS NOT MORE THAN 10X
THE DIAMETER OF THE CONDUIT.
C. ALL COMMUNICATIONS CONDUITS SHALL BE TERMINATED WITH AN INSULATED NON-METALLIC BUSHING
AT BOTH ENDS.
D. COMMUNICATIONS CONDUITS SHALL HAVE NO MORE THAN (2) 90'S WITHOUT A PULLBOX. PULL BOXES
SHALL BE LOCATED IN ACCESSIBLE LOCATIONS AND SHALL BE SIZED AT LEASED 12X THE LARGEST
CONDUIT DIAMETER IN LENGTH AND MIN, 4" DEEP AND 8" WIDE.
E. IT SHALL BE THE RESPONSIBILITY OF THE E.C. TO INSURE THAT THE PATHWAY FOR THE DATA CABLING
DOES NOT CREATE CABLE LENGTHS TO EXCEEDS THE LENGTH OF 295FT FROM OUTLET TO PATCH
PANEL, THIS INCLUDES SERVICE LOOPS AND PATCH CORDS.
F. WHERE CABLE TRAY IS UTILIZED IN THE PROJECT. COMMUNICATION CONDUITS ENDING AT THE CABLE
TRAY SHALL EXTEND 1" OVER THE SIDE INTO THE TRAY.
GENERAL SPECIAL SYSTEM NOTES:
###_D-X
SPECIAL SYSTEMS NOTES:
1. UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CONDUIT TO ABOVE NEAREST ACCESSIBLE
CEILING OR DATA RACK, TERMINATE WITH INSULATED THROAT BUSHING. PROVIDE QTY OF CABLES
INDICATED FROM OUTLET TO NEAREST TELE/DATA ROOM. SEE DWGS FOR ADDITIONAL INFORMATION.
UTILIZE J-HOOKS 3FT ON CENTER FOR SUPPORT OF CABLING WHERE CABLE TRAY IS NOT
INSTALLED/SPECIFIED.
2. CONDUIT SIZE ('X' FROM ABOVE); 2=1/2", 3=3/4", 4=1", 5=1-1/4", 6=1-1/2"
3. BLANK (NO LABEL) = 4-11/16" DEEP BOX WITH REQUIRED MUDRING AND 1" CONDUIT TO ABOVE NEAREST
ACCESSIBLE CEILING/CABLE TRAY, TERMINATE WITH INSULATED
THROAT BUSHING, PROVIDE PULL STRING. (UNLESS OTHERWISE NOTED)
WALL/FLOOR ELECTRICAL PATHWAY SLEEVE;
INSTALL THROUGH WALL OR FLOOR AS INDICATED. SLEEVES SHALL BE ABOVE
ACCESSIBLE CEILINGS IN ACCESSIBLE LOCATION, FIELD VERIFY EXACT LOCATION TO
AVOID CONFLICT WITH OTHER TRADES AND UTILITIES. IF WALL/FLOOR IS NOT FIRE RATED
E.C. MAY UTILIZED EMT CONDUIT SLEEVES OF EQUAL SIZE. REFER TO ARCHITECTURAL
DRAWINGS FOR FIRE RATINGS.
(qty) = QUANTITY OF SLEEVES AT LOCATION
EP2 = 2" HILTI SPEED SLEEVE CP-653-BA
EP4 = 4" HILTI SPEED SLEEVE CP-653-BA
###
FB#
_D-X
ELECTRICAL FLOORBOX
REFER TO "ELECTRICAL FLOORBOX SCHEDULE" FOR INFORMATION.
_= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW)
TV AND/OR AV BOX; WITH POWER, DATA AND/OR AV CONNECTIVITY
### = BOX ID: REFER TO "ELECTRICAL AV/TV BOX SCHEDULE" FOR INFORMATION.
_= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTE #2 BELOW)
INSTALL CONDUIT (SIZE AS INDICATED) FROM BOX TO NEAREST ACCESSIBLE CEILING
SPACE W/ DATA CABLING/TERMINATIONS AS INDICATED ON DRAWINGS.
WALL
###
FLOOR
(qty)
(qty)
A. E.C. SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF ALL MECHANICAL
EQUIPMENT AND ELECTRICAL CONNECTIONS.
B. E.C. SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER NEC BEFORE INSTALLING ANY ELECTRICAL
PANELS OR CABINETS. SEE ELECTRICAL EQUIPMENT CLEARANCE DETAIL.
C. INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT IS IN PLACE.
ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQUIRED.
D. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN(S) FOR EXACT FIXTURE LOCATIONS, CEILING
TYPES, ETC.
E. E.C. SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED FOR ALL ELECTRICAL EQUIPMENT.
F. CONFIRM EXACT LOCATIONS OF ALL TELEPHONE/DATA OUTLETS WITH OWNER PRIOR TO ROUGH-IN.
G. LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR FRAME AS
POSSIBLE, SO AS NOT RO INTERFERE WITH ROOM CABINETS, ETC.
H. SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING.
I. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR WORK AND PAY ASSOCIATED
FEES.
J. MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLING AND ELECTRONIC BALLASTS.
K. UNLESS SPECIFICALLY INDICATED OTHERWISE, E.C. SHALL COORDINATE WITH ANY SPECIAL SYSTEMS
SUPPLIER/SHOP DRAWINGS; DENTAL, MEDICAL, KITCHEN, SPECIALIZED EQUIPMENT, ETC. FOR THE EXACT
ROUGH-IN REQUIREMENTS FOR THEIR EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE E.C. TO
BE RESPONSIBLE FOR FINAL ELECTRICAL CONNECTIONS TO ALL SPECIAL EQUIPMENT.
L. ALL CONDUIT/RACEWAY/CABLES TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. IF ANY SURFACE
WORK IS NECESSARY, IT SHALL BE APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION.
M. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE
EXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKE NECESSARY
PROVISIONS IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESE CONDITIONS.
N. DATA CABLING SYSTEM PRE-INSTALLATION CONFERENCE:
1. E.C. SHALL SCHEDULE A MEETING A MINIMUM OF FIVE CALENDAR DAYS PRIOR TO BEGINNING DATA
CABLING INSTALLATION . ATTENDEES SHOULD INCLUDE OWNER’S REP., ENGINEER, GC, EC AND
CABLING SUB. REFER TO SECTION 26 6210(1.4)(E) FOR ADDITIONAL INFORMATION.
PROJECT GENERAL NOTES:
ROCKY MOUNTAIN POWER CO.
WWW.ROCKYMOUNTAINPOWER.NET
CONTACT: DAN KUHL (503) 308-0233
dan.kuhl@evergreen-efficiency.com
UTILITY LIGHTING REBATES & INCENTIVES:
IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PREPARE ALL REQUIRED
APPLICATIONS AND INFORMATION REQUIRED TO PROVIDE THE OWNER WITH THE MAXIMUM AMOUNT OF
REBATE DOLLARS FROM THE LOCAL UTILITY COMPANY. THE ELECTRICAL CONTRACTOR SHALL SUBMIT
VERIFICATION OF THE UTILITY COMPANY PRE-APPLICATION APPROVAL PRIOR TO ORDERING ANY MATERIALS.
VISIT THE FOLLOWING UTILITY CO. WEBSITES FOR INFORMATION:
TYPICAL DEVICE MOUNTING HEIGHTS:
GENERAL COORDINATION NOTE:
GENERAL DETAIL NOTES:
FINISH FLOOR
1' - 6''
THERMOSTAT OR SENSORVERIFY WITH M.C. PRIOR TO
LIGHT SW.
(OR AS NOTED)
* 4' - 0''
* 3' - 6''
(OR AS NOTED)
RECEPTACLE
@ MILLWORK
BACKSPLASH
CA
B
.
D
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M
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N
S
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O
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S
PE
R
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H
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D
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T
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6"
CABINET
*E.C. SHALL COORDINATE ALL DEVICE
MOUNTING HGTS. AND EXACT LOCATION
WITH ARCHITECTURAL INTERIOR
ELEVATIONS REPORT CONFLICTS TO
ARCHITECT **PRIOR TO ROUGH-IN**
ROUGH-IN.
TYPICAL FOR ALL DEVICES
MOUNTED ABOVE COUNTER
(ie C.O.'S, DATA, PHONE etc.)
A.
B.
C.
D.
ALL MOUNTING HEIGHTS TYPICAL UNLESS
NOTED OTHERWISE.
COORDINATE OUTLET HEIGHTS WITH
ARCHITECTS MILLWORK DWGS. TO INSURE
THAT OUTLETS WILL NOT FALL BEHIND
CABINETS, BACKSPLASHES, OR INTERFERE
WITH WAINSCOTING, ETC.
ALL SWITCHES AND THERMOSTATS TO BE
MOUNTED AS CLOSE TO DOOR JAMS AS
POSSIBLE. COORDINATE ALL DEVICES WITH
ARCHITECTURAL PLANS AND DETAILS.
COORDINATE LIGHT SWITCH & OUTLET
HEIGHTS WITH ARCHITECTURAL
WAINSCOTING AND OR TILE WORK SO AS
NOT TO FALL MIDWAY IN THESE FINISHES.
FIRE
6' - 8''
FIRE ALARM NOTIFICATION
DEVICE
FIRE
MANUAL PULL STATION
HANDLE SHALL BE
BETWEEN 42" & 48" AFF CABINET
RECEPT.
TELE/DATA
OUTLET
TV
OUTLET
ELECTRICAL EQUIP. CLEARANCE
ELECTRICALEQUIPMENT
NO
T
E
#
1
N O T E #4
NOTE#3
NOTE#2
NOTES:
1. THE MINIMUM HEADROOM OF WORKING SPACE SHALL BE 6 1/2FT.
2. THE WIDTH OF THE WORKING SPACE SHALL BE THE WIDTH OF THE EQUIPMENT OR 30", WHICHEVER IS
GREATER. THE PANEL DOOR SHALL OPEN AT LEAST 90 DEGREES.
3. ALL CIRCUIT BREAKERS, WHEN IN THIER HIGHEST POSITION, SHALL NOT BE MORE THAN 6FT 7 IN. ABOVE
THE FINISHED FLOOR.
4. 3FT CLEARANCE IF 0-150V TO GROUND, 3.5FT CLEARANCE IF 151-600V TO GROUND. 4FT IF EXPOSED LIVE
PARTS ON BOTH SIDES OF THE WORKING SPACE.
GENERAL NOTES:
A. ALL WORKING SPACE CLEARANCES ARE FROM THE FACE OF THE EQUIPMENT.
13053
ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP
O F E S S I O N AL ENGIN
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1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
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SYMBOLS &
DETAILS
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no. description date
S CD2
WP
1
'H'
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
F1
FX1 FX1
FX1
FX1
FX2
F2F2F2F2
F2 F2 F2 F2
F3E
9' -6"F3E
9' -6"
F4F4F4
BCDEG
1
5
6
10
3
F
7
A
2
9
4
8
FX2 FX2
1 1
F6
F6
1
F6
F6
1
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
FX1 FX1FX2
F2F2F2F2
F2 F2 F2 F2
FX2 FX2
BCDEG
1
5
6
10
3
F
7
A
2
9
4
8
F4 F4
FX2 FX2
F5
16' -0"
1F5
16' -0"
1
F5
16' -0"1F5
16' -0"1
13053
ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP
O F E S S I O N AL ENGIN
E
E
R
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
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1ST & 2ND
FLOOR LIGHTING
PLANS
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A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT
GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH
THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT
LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL
SYSTEMS, ETC.
GENERAL NOTES:
KEY NOTES:#
SCALE: 1/8" = 1'-0"1 OVERALL 1ST FLOOR LIGHTING PLAN
16'8'0"
FIRE ALARM SYSTEM SHALL BE DESIGN BUILD BY THE ELECTRICAL
CONTRACTOR. PROVIDE AND INSTALL AS REQUIRED BY CURRENT ADOPTED
INTERNATIONAL FIRE CODE AND LOCAL AHJ REQUIREMENTS. PROVIDE ALL
DOCUMENTATION, DRAWINGS, VOLTAGE DROP AND BATTERY CALCULATIONS
AND ECT. TO THE CITY FOR PERMITTING AND INSTALLATION.
A. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT
RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT
IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS,
LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL
NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE
LOCATED AT A COMMON HEIGHT.
B. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET
ADA REQUIREMENTS.
C. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15'
FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING.
D. PROVIDE THE REQUIRED CANDELA RATING OF ALL NOTIFICATION
APPLIANCES ACCORDING TO ROOM SIZE,ETC.
E. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3
TEMPORAL PATTERN.
F. ALL DWELLING UNITS SHALL BE PROVIDED WITH MULTI-STATION SMOKE &
CARBON MONOXIDE DETECTORS AND LOW FREQUENCY NOTIFICATION
DEVICES IN COMPLIANCE WITH NFPA 72, ADA UNITS SHALL BE PROVIDED
WITH AUDIBLE AND VISIBLE NOTIFICATION DEVICES.
G. ALL NOTIFICATION DEVICES LOCATED IN SLEEPING ROOMS SHALL BE 177
CANDELA.
FIRE ALARM SYSTEM:
LIGHTING FIXTURE SCHEDULE
TYPE DESCRIPTION MTG VOLTS LUMENS
COLOR
TEMP.(K) MFGR. CATALOG #
APPROVED
MFGR'S NOTES
F1 4FT LED STRIP, 0-10V DIMMING SURFACE 120 4500 4000 LITHONIA MNSL-L48-2LL-MVOLT-40K-80CRI-M6 COOPER
F2 4FT LED WRAPAROUND, FIELD
SELECTABLE LUMENS
SURFACE 120 5000 4000 LITHONIA FML4W-48-ALO6-SEF-840-MVOLT COOPER
F3E EXTERIOR LED WALL PACK, W/
INTEGRAL EMERG. BATTERY PACK
WALL 120 6000 4000 LITHONIA WDGE2 LED-P5-40K-VF-MVOLT-E20WC-SCBA COOPER 3
F4 6" ROUND SURFACE LED
DOWNLIGHT, DIMMABLE
SURFACE 120 1200 4000 COOPER LTG SLD612-8-40-WH LITHONIA
F5 4" DIA. LED WALL CYLINDER,20 DEG.
UP/DWN DIST. IP66 RATED
WALL 120 3000 UP
3000 DWN
4000 GOTHAM LTG ICO4UDWC-40/30-AR-LSS-20D-SHLD-SCBA//U30LM-U20D
-USHLD-SCBA-120-GZ10-JBX-IP66-SCBA
COOPER 3
F6 GOOSENECK SIGN LED SIGN LIGHT
W/ 10" DIA. SHADE
WALL
ABOVE
SIGN
120 1250 4000 BARN LIGHT ASFC10-SBCA-G11-SCBA-SWK-SCBA-LED16-4000K-DL
FX1 EXIT SIGN/EM LIGHT COMBO W/
90MIN BATTERY,THERMOPLASTIC,
GREEN LED, SINGLE/DOUBLE FACE
WALL OR
CEILING
120-277 N/A N/A LITHONIA LHQM LED-G-SD COOPER
FX2 WALL MOUNTED LED EMERGENCY
LIGHT
WALL AT
7'-6" AFF
120-277 N/A N/A LITHONIA ELM6L-UVOLT-LTP-SDRT COOPER
1. REFER TO DRAWINGS FOR FIXTURES REQUIRED TO HAVE 0-10V OR STEP-LEVEL DIMMING CONTROL. PROVIDE FIXTURE(S) WITH LED DRIVER(S)
AND REQUIRED DIMMING/SWITCH-LEG CONDUCTORS BETWEEN SWITCH(ES) AND FIXTURE(S) TO PROVIDE CONTROL AS INDICATED ON
DRAWINGS.
2. FIXTURE TO BE CONTINUOUS ROW MOUNTED, LENGTH AS INDICATED ON DRAWINGS. PROVIDE REQUIRED ACCESSORIES/CONNECTORS FOR
CONTINUOUS ROW MOUNTING.
3. SCBA - STANDARD COLOR BY ARCHITECT/OWNER (COORDINATE COLOR WITH ARCHITECT/OWNER PRIOR TO ORDERING.)
LIGHT FIXTURE SCHEDULE NOTES:
• LIGHTING FIXTURES INDICATED IN SCHEDULE ARE BASIS OF DESIGN, ALTERNATE MANUFACTURERS SHALL BE PRE-APPROVED BY ADDENDUM.
ALTERNATE MANUCATURERS SHALL SUBMIT PER-APPROVALS TO ENGINEER A MINIMUM OF 10 DAYS PRIOR TO PROJECT BID DATE.
GENERAL LIGHTING SCHEDULE NOTES:
LIGHTING CONTROL/OCCUPANCY SENSOR SCHEDULE
TYPE DESCRIPTION MFGR. CATALOG #
APPROVED
EQUALS NOTES
OCC. SENSORS - CEILING (LINE VOLTAGE)
CD2 DUAL-TECHNOLOGY, LINE VOLTAGE, SMALL MOTION 800W
MAX LOAD
SENSOR SWITCH CMR PDT 9 COOPER,
WATTSOPPER,
HUBBELL
OCC. SENSORS - WALL MOUNTED
WP1 PASSIVE-INFRARED, 1-POLE, NEUTRAL REQUIRED SENSOR SWITCH WSX-** COOPER,
WATTSTOPPER,
HUBBELL
2
1 EXTERIOR LIGHTING TO BE CONTROLLED VIA
PHOTOCELL/TIMECLOCK FOR DUSK-TILL-DAWN OPERATION.
INSTALL TIMECLOCK IN FIRE RISER ROOM, ROUTE EXTERIOR
LTG CIRCUIT TIMECLOCK. PROGRAM ON/OFF TIMES AS
DIRECTED BY OWNER. PROVIDE ADDITIONAL UNSWITCHED
LEG FOR CONNECTION TO EMERG. BATTERY PACK IN
EMERGENCY FIXTURES.
SCALE: 1/8" = 1'-0"2 OVERALL 2ND FLOOR LIGHTING PLAN
16'8'0"
1. PROVIDE ADDITIONAL POWER PACKS; SENSOR SWITCH PP20 AS NEED FOR QTY OF OCCUPANCY SENSORS/SWITCHES.
2. DEVICE COLOR SHALL MATCH WIRING DEVICES; REFER TO SPECIFICATIONS.
3. REFER TO MANUFACTURER DOCUMENTATION FOR QTY AND SIZE OF CONDUCTORS BETWEEN LOW VOLTAGE SWITCH, SENSOR(S) AND
POWER/RELAY PACKS.
4. PROVIDE SECONDARY RELAY PACK; SENSOR SWITCH SP20 AS NEEDED TO PROVIDE DUAL-LEVEL SWITCHING OF FIXTURES.
5. PROVIDE 0-10V DIMMING CONDUCTORS (GRAY & VIOLET) BETWEEN SWITCH AND LIGHT FIXTURES FOR DIMMING CONTROL.
6. PROGRAM ON/OFF TIMES OF RELAY'S AS DIRECTED BY OWNER. PROVIDE COMMISSIONING AS INDICATED IN GENERAL NOTES BELOW.
7. CUSTOM WALL STATION ENGRAVINGS IS REQUIRED FOR WALL STATION(S) AND SHALL BE SPECIFIED/COORDINATED WITH OWNER AFTER
PROGRAMING OF SYSTEM.
CONTROL & OCCUPANCY SENSOR SCHEDULE NOTES:
• E.C. SHALL BE RESPONSIBLE FOR THE PROGRAMMING/COMMISSIONING OF THE LIGHTING CONTROL SYSTEMS TO FUNCTION AS INDICATED ON
THE DRAWINGS AND SHALL INCLUDE ALL REQUIRED COST IN THE BASE BID. FOR AREAS WITH DAYLIGHTING CONTROL, THE DAYLIGHTING SET-
POINTS SHALL BE COORDINATED WITH THE OWNER FOR EACH AREA PRIOR TO FINAL PROGRAMMING OF THE DAYLIGHTING SENSOR(S). ALL
PROGRAMMING/COMMISSIONING SHALL BE DONE BY A FACTORY CERTIFIED OR TRAINED PERSON.
• LIGHTING IS SPACES WITH WIRELESS CONTROLS SHALL BE FIELD TUNED TO FOOTCANDLE LEVELS THAT ARE SATISFACTORY TO THE OWNER
DURING PROGRAMMING AND COMMISSIONING OF THE WIRELESS CONTROL SYSTEM.
GENERAL LIGHTING CONTROL NOTES:
no. description date
P
FS
TS
'METER-PACK
MP-1'
'H'
'1B''1B'
'1B''1B'
'2B''2B'
'2B'
'3B'
WP WP
'FACP'
REFER TO FIRE
ALARM SYSTEM NOTES
EH-1
EH-2 EH-2
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
'TTB'
1
2
3
4
(A/E1.1)
5
BCDEG
1
5
6
10
3
F
7
A
2
9
4
8
WH-2
H-16
H-8#10'S
H-18,20#10'S
H-12#10'S
'1B''1B'
'1B''1B'
'2B''2B'
'2B'
'3B'
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
BCDEG
1
5
6
10
3
F
7
A
2
9
4
8
6"
3/4" C., 1#6 B.C. GRND.
CONNECT TO BLDG. GROUND
SYSTEM
FINISH FLOOR
TYPICAL CONDUIT/CABLING
TO UNIT MEDIA CENTERS
REFER TO TYP. UNIT PLANS
4'X8'X3/4" PLYWOOD
PRIME & PAINT W/TWO
COATS GREY ENAMEL
(INSTALL ON WALLS AS
INDICATED ON PLANS)
ANCHOR SECURELY TO
WALL W/ CONST.
ADHESIVE.
DOUBLE-DUPLEX
OUTLET(S) PER PLANS
120V CIRCUIT
PER PLANS
PULL CORD
INCOMING UTILITY
SERVICECONDUIT(S)
WITH INSULATED BUSHING.
SEE SITE PLAN FOR SIZE & QTY
GROUND BAR
(SQ. D #PK27GTA)
TELEPHONE, DATA,
TV EQUIPMENT (TYP)
ENTRANCE
CONDUIT(S)
4" SQUARE
BOX
RAISED RING
TO SUIT WALL
RECEPTACLE - 20AMP
RATED - SEE SPECIFICATIONS.
NORMAL POWER COLOR - (SEE SPEC'S)
COVER PLATE - STYLE & COLOR
TO BE AS PER SPECIFICATIONS.
CIRCUIT NUMBER TO BE WRITTEN ON
BACK OF COVER W/FELT-TIP MARKER
GREEN INSULATED
GROUND CONDUCTOR
13053
ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP
O F E S S I O N AL ENGIN
E
E
R
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
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1ST & 2ND
FLOOR PWR
PLANS
2115
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A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT
GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH
THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT
LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL
SYSTEMS, ETC.
GENERAL NOTES:
KEY NOTES:#
16'8'0"
16'8'0"
FIRE ALARM SYSTEM SHALL BE DESIGN BUILD BY THE ELECTRICAL
CONTRACTOR. PROVIDE AND INSTALL AS REQUIRED BY CURRENT ADOPTED
INTERNATIONAL FIRE CODE AND LOCAL AHJ REQUIREMENTS. PROVIDE ALL
DOCUMENTATION, DRAWINGS, VOLTAGE DROP AND BATTERY CALCULATIONS
AND ECT. TO THE CITY FOR PERMITTING AND INSTALLATION.
A. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT
RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT
IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS,
LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL
NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE
LOCATED AT A COMMON HEIGHT.
B. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET
ADA REQUIREMENTS.
C. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15'
FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING.
D. PROVIDE THE REQUIRED CANDELA RATING OF ALL NOTIFICATION
APPLIANCES ACCORDING TO ROOM SIZE,ETC.
E. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3
TEMPORAL PATTERN.
F. ALL DWELLING UNITS SHALL BE PROVIDED WITH MULTI-STATION SMOKE &
CARBON MONOXIDE DETECTORS AND LOW FREQUENCY NOTIFICATION
DEVICES IN COMPLIANCE WITH NFPA 72, ADA UNITS SHALL BE PROVIDED
WITH AUDIBLE AND VISIBLE NOTIFICATION DEVICES.
G. ALL NOTIFICATION DEVICES LOCATED IN SLEEPING ROOMS SHALL BE 177
CANDELA.
FIRE ALARM SYSTEM:
SCALE: 1/8" = 1'-0"1 OVERALL 1ST FLOOR ELECTRICAL PLAN
SCALE: 1/8" = 1'-0"2 OVERALL 2ND FLOOR ELECTRICAL PLAN
1 NEW UNDERGROUND SECONDARY; SEE POWER RISER FOR
ADDITIONAL INFORMATION.
2 (1) 4" CONDUIT FOR TELECOMMUNICATIONS SERVICE TO
BUILDING AND (1) 2" CONDUIT FOR CABLE TV SERVICE TO
BUILDING. STUB CONDUITS TO LOCATIONS AS SPECIFIED BY
LOCAL TELEPHONE AND CABLE TV PROVIDERS, PROVIDE
WITH PULL-STRING. COORDINATE WITH LOCAL UTILITIES AS
INDICATED IN GENERAL NOTES
3 INSTALL FIRE BELL AND HORN/STROBE ABOVE FIRE DEPT.
CONNECTION; FIELD LOCATION, COORDINATE LOCATION
WITH FIRE SPRINKLER CONTRACTOR PRIOR TO ROUGH-IN.
4 PROVIDE MONITORING OF FLOW AND TAMPER SWITCHES;
VERIFY EXACT NUMBER OF SWITCHES WITH FIRE
SPRINKLER CONTRACTOR.
5 METER-PACK LOCATION IS SCHEMATIC IN NATURE, E.C.
SHALL COORDINATE LOCATION OF METER PACK WITH RMP
SITE DIST. DESIGN AND TRANSFORMER LOCATIONS.
SCALE: NONEATELEPHONE TERMINAL BOARD (TTB)
SCALE: NONEBRECEPTACLE MOUNTING DETAIL
no. description date
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
FX1 FX1FX2
F2F2F2F2
F2 F2
FX2
FX2
F2 F2 F2F2
BCDEG
1
5
6
10
3
F
7
A
2
9
4
8
FX2 FX2
'1B''1B'
'1B''1B'
'2B''2B'
'2B'
'3B'
EH-2 EH-2
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
BCDEG
1
5
6
10
3
F
7
A
2
9
4
8
H-14#10'S H-10#10'S
13053
ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP
O F E S S I O N AL ENGIN
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1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
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3RD FLOOR
LTG/PWR PLANS
2115
04/18/2022
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A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT
GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH
THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT
LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL
SYSTEMS, ETC.
GENERAL NOTES:
KEY NOTES:#
FIRE ALARM SYSTEM SHALL BE DESIGN BUILD BY THE ELECTRICAL
CONTRACTOR. PROVIDE AND INSTALL AS REQUIRED BY CURRENT ADOPTED
INTERNATIONAL FIRE CODE AND LOCAL AHJ REQUIREMENTS. PROVIDE ALL
DOCUMENTATION, DRAWINGS, VOLTAGE DROP AND BATTERY CALCULATIONS
AND ECT. TO THE CITY FOR PERMITTING AND INSTALLATION.
A. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT
RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT
IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS,
LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL
NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE
LOCATED AT A COMMON HEIGHT.
B. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET
ADA REQUIREMENTS.
C. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15'
FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING.
D. PROVIDE THE REQUIRED CANDELA RATING OF ALL NOTIFICATION
APPLIANCES ACCORDING TO ROOM SIZE,ETC.
E. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3
TEMPORAL PATTERN.
F. ALL DWELLING UNITS SHALL BE PROVIDED WITH MULTI-STATION SMOKE &
CARBON MONOXIDE DETECTORS AND LOW FREQUENCY NOTIFICATION
DEVICES IN COMPLIANCE WITH NFPA 72, ADA UNITS SHALL BE PROVIDED
WITH AUDIBLE AND VISIBLE NOTIFICATION DEVICES.
G. ALL NOTIFICATION DEVICES LOCATED IN SLEEPING ROOMS SHALL BE 177
CANDELA.
FIRE ALARM SYSTEM:
SCALE: 1/8" = 1'-0"1 OVERALL 3RD FLOOR LIGHTING PLAN
16'8'0"
SCALE: 1/8" = 1'-0"2 OVERALL 3RD FLOOR ELECTRICAL PLAN
16'8'0"
no. description date
M
M
F
F/L
FT
3
3
3
3
M
M
F F/L
FT
3
3
3
M
F
FT
3
M
M
F/L
F
FT
3
3
M
F
FT
3
3
3
M
M
3
3
4 3
-
-
SEE TYP. DWELLING UNIT LOAD SCHEDULE
-
- -
-
PANEL
FEED TOP
DIMENSIONS
FEED BOTTOM
AIC RATING
AMPS
WATTS
FEEDER CONDUCTOR SIZE:
TOTAL LOAD/PHASE
REMARKS:
35
37
41
39
25
27
29
33
31
19
17
23
21
LOAD NAME
7
11
15
13
9
NO.
3
5
1
LOCATION
MAKE/MODEL
CLASS
CIR WIRE
SIZE LLAMPEA B
AMPE
LOAD/POLE
MAIN LUGS
MAIN BRKR.
BRK PO
AMPS
PO BRK
40
42
36
38
26
34
32
30
28
22
24
18
20
LOAD NAME
8
16
14
10
12
4
6
2
NO.
CIR
SURFACE
FLUSHAMPS
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
WIRE
SIZE
SQ. D QO LOAD CENTER
SEE UNIT DWG.
120/208V, 1PH, 3W
TYPICAL UNIT NOTE#1
14"W x 24"H x 4"D
PROVIDE PANEL WITH A LOCKABLE COVER
LIGHTING/RECEPTS #12 Cu 20 1
SMOKE/CO2 DETECTORS #12 Cu 20 1
WATER HTR 230
**30 *
WASHING MACH. (NOTE#3) #12 Cu 20 1
DRYER (NOTE#3) #10 Cu 30 2
30 *#10 Cu**
PREPARED SPACE
SMALL APPLIANCE CRKT
LIGHTING/RECEPTS
#12 Cu201
#12 Cu201
DISHWASHER/DISPOSER#12 Cu201
RANGE HOOD/MICROWAVE#12 Cu201
HVAC UNIT (NOTE #2)### Cu##2
##***### Cu
RANGE (NOTE#3)#8 Cu402
40***#8 Cu
PREPARED SPACE
SPARE201
NOTE #1 THIS PANEL SCHEDULE IS TYPICAL AND REFERENCE FOR THE BRANCH CIRCUIT REQUIREMENTS OF THE
DWELLING UNITS; REFER TO TYPICAL DWELLING UNIT SCHEDULE FOR SERVICE/FEEDER SIZE AND MAIN
BREAKER RATING BASE ON DWELLING UNIT TYPE.
NOTE #2 1-BED UNITS F-1: 15A/2P, #12 Cu
2-BED UNITS F-2: 20A/2P, #12 Cu
3-BED UNITS F-3: 35A/2P, #8 Cu
NOTE #3 UTILIZED GFCI TYPE CIRCUIT BREAKER AS REQUIRED BY 2020 NEC.
#10 Cu
#10 Cu
TYP. APARTMENT PANEL AIC RATINGS SHALL BE
AS FOLLOWS:
FEEDER LENGTHS LESS THAN 35FT : 22k AIC
FEEDER LENGTHS GREATER THAN 35FT: 10k AIC
GENERAL LOADS
TYPICAL DWELLING UNIT EXAMPLE
1200 SQ FT UNIT X 3 VA PER SQ FT
SUB-TOTAL (HVAC LOAD)
HVAC LOADS
APPLICATION OF DEMAND FACTORS
ELECTRICAL LOAD CALCULATIONS
SERVICE SIZE
RECOMMENDED SERVICE SIZE IN AMPS
MIN. SERVICE SIZE IN AMPS (19,000VA @ 120/208 1PH. 3W)
REMAINDER (16000) @ 40%
HVAC LOAD @ 100% PER NEC
BREAKER
FIRST 10000 @ 100%
TOTAL DEMAND
GENERAL LOAD PER NEC 220.82
HVAC LOAD (HEATING & COOLING)
GENERAL LIGHTING/POWER
SMALL APPLIANCE (KITCHEN) 2-CIRCUITS
10,000 VA
19,000 VA
91 AMPS
(SEE NOTE#1)
=
=
=
=3,000 VA
3,600 VA
3,000 VA=
=
26,000 VASUB-TOTAL (GENERAL LOADS)
RANGE LOAD
DRYER
DISHWASHER
DISPOSAL
=
=
=
=
10,000 VA
5,000 VA
400 VA
1,000 VA
3,000 VA
6,400 VA
3,000 VA
SMALL APPLIANCE (LAUNDRY) 1-CIRCUITS
SMALL APPLIANCE (BATH) 1-CIRCUITS
1,500 VA=
1,500 VA=
NOTE #1 THIS CALCULATION IS A TYPICAL EXAMPLE OF THE DWELLING UNIT LOAD
CALCULATIONS USED AND IS FOR REFERENCE ONLY; REFER TO THE TYPICAL
DWELLING UNIT LOAD SCHEDULE FOR ACTUAL LOAD INFORMATION FOR THE
SPECIFIC DWELLING UNITS.
(SEE NOTE#1)
WH-1 F-1
WP
D
42"
AC
AC
AC
M/R
R
DW/DISP
TV
'1B'
'SMC'
1
AC
WH-1F-2
WP
D
42"
AC
AC
AC
M/R
R
DW/DISP
TV
AC
30"
AC
'2B'
'SMC'
1
WH-1 F-3
WP
D
42"AC
AC
AC
M/R
R
DW/DISP
TV
AC
30"
AC
'3B''SMC'
1
APARTMENT UNIT PANEL
VOLTAGE DROP SCHEDULE
208 VOLT, 1 PHASE,
#1 AL SER CABLE* - MAXIMUM LENGTH OF 200'
#1/0 AL SER CABLE* - MAXIMUM LENGTH OF 260'
#2/0 AL SER CABLE* - MAXIMUM LENGTH OF 330'
#3/0 AL SER CABLE* - MAXIMUM LENGTH OF 400'
#4/0 AL SER CABLE* - MAXIMUM LENGTH OF 500'
FEEDER SIZE TO APARTMENT UNIT PANELS SHALL BE DETERMINED FROM
THE FOLLOWING SCHEDULE, THIS TABLE IS BASED ON ALUMINUM SER
CABLE. COPPER CONDUCTORS MAY BE UTILIZED, BUT ELECTRICAL
CONTRACTOR IS RESPONSIBLE FOR VOLTAGE DROP CALCULATIONS AND
FEEDER SIZES TO ALLOW FOR A MAXIMUM OF 3% VOLTAGE DROP AT PANEL.
* GROUNDING CONDUCTOR OF SER CABLE SHALL BE PROPORTIONATELY
INCREASED IN SIZE PER NEC 250.122(B)
13053
ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP
O F E S S I O N AL ENGIN
E
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1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
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TYPICAL UNIT
PLANS
2115
04/18/2022
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A. PROVIDE ARC-FAULT PROTECTION FOR ALL 120V, 15A & 20A
BRANCH CIRCUITS AS REQUIRED BY THE NEC SECTION
210.12 AND IDAHO CODE. INCLUDING BUT NOT LIMITED TO;
DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS,
LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS,
SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS,
LAUNDRY AREAS OR SIMILAR ROOMS OR AREAS.
B. PROVIDE AND INSTALL ALL REQUIRED DEVICES AND
CIRCUITS REQUIRED IN A DWELLING UNIT AS DESCRIBED BY
THE CURRENT NEC THAT IS ADOPTED BY THE LOCAL
AUTHORITY HAVING JURISDICTION; REFER TO NEC SECTION
210.11 AND 210.50.
C. TAMPER-PROOF RECEPTACLES SHALL BE INSTALLED IN ALL
AREAS OF THE DWELLING UNITS; REFER TO NEC SECTION
406.11 OF THE NEC.
D. EVEN IF SPECIFICALLY INDICATED ON THE DRAWINGS, ALL
DEVICES SHOWN AT OR NEAR MILLWORK/CASEWORK SHALL
BE COORDINATED WITH THE ARCHITECTURAL ELEVATION
DRAWINGS AND MILLWORK INSTALLER TO INSURE PROPER
MOUNTING HEIGHTS. CONTRACTOR SHALL ADJUST DEVICES
AS NECESSARY IN ORDER TO POSITION DEVICES SUCH THAT
THEY WILL NOT FALL BEHIND MILLWORK, CABINETS OR BE
DIRECTLY ABOVE SINKS OR MIDWAY BETWEEN
TILEWORK/WALL OR WAINSCOATING, ETC.
E. ALL CLOSET FIXTURES SHALL BE FULLY ENCLOSED PER THE
NEC.
F. PROVIDE GFCI RECEPTACLES AS REQUIRED BY THE NEC
WETHER SHOWN OR NOT.
G. E.C. SHALL REFER TO BUILDING FLOOR PLANS AND
ARCHITECTURAL DRAWINGS FOR SPECIFIC UNIT
ORIENTATION AND LAYOUT AS UNITS MAY BE MIRRORED OR
HAVE SLIGHT WALL MODIFICATIONS FROM TYPICAL UNIT
SHOWN. E.C. SHALL ADJUST OUTLETS, LIGHTING AND ETC.
TO MATCH ACTUAL ORIENTATION.
GENERAL NOTES:
KEY NOTES:#
8'4'0"
TYPICAL DWELLING UNIT LOAD SCHEDULE
UNIT
TYPE DESCRIPTION
UNIT
SQFT QUANTITY
GENERAL LOAD
(PER UNIT)
APPLIANCE LOAD
(PER UNIT)
HVAC LOAD
(PER UNIT)
TOTAL CONN. LOAD
(PER UNIT)
TOTAL DEMAND LOAD
(PER UNIT)
TOTAL DEMAND AMPS
(PER UNIT)
RECOMMENDED
SERVICE SIZE
BRKR
SIZE FEEDER SIZE
1B 1-BEDROOM UNIT 600 12 6300 VA 18900 VA 2000 VA 27200 VA 18080 VA 87 A 100 A 100 A #1 AL SER CABLE W/ GND
2B 2-BEDROOM UNIT 900 9 7200 VA 18900 VA 2700 VA 28800 VA 19140 VA 92 A 100 A 100 A #1 AL SER CABLE W/ GND
3B 3-BEDROOM UNIT 1100 3 7800 VA 18900 VA 5000 VA 31700 VA 21680 VA 104 A 125 A 125 A #1/0 AL SER CABLE W/ GND
SCALE: 1/4" = 1'-0"1 TYP. 1-BEDROOM UNIT ELECTRICAL PLAN
SCALE: 1/4" = 1'-0"2 TYP. 2-BEDROOM UNIT ELECTRICAL PLAN
SCALE: 1/4" = 1'-0"3 TYP. 3-BEDROOM UNIT ELECTRICAL PLAN
8'4'0"8'4'0"
1 PROVIDE AND INSTALL STRUCTURED MEDIA CENTER PANEL
FLUSH IN WALL FOR UNIT TV AND DATA SERVICES, FIELD
VERIFY LOCATION WITH OWNER PRIOR TO ROUGH-IN. E.C.
SHALL PROVIDE AND INSTALL SERVICE CABLING FROM
PANEL TO UTILITY DEMARC LOCATION. UTILIZE LEVITON OR
EQUAL, REFER TO DETAIL FOR ADDITIONAL INFORMATION.
SCALE: NONEARESIDENTIAL - LEVITON MEDIA CENTER DETAIL
no. description date
BLDG.
STEEL
WATER
MAIN
GROUND BAR
AT MAIN TTB
GRND
RODS
STAND-OFF GROUND BAR LOCATED
NEXT TO SERVICE EQUIP.
GROUND BAR SHALL BE
ERICO #EGBA14412CC OR EQUAL.
PROVIDE AND INSTALL ALL REQ'D
LUGS & TERMINALS.
MAIN
SERVICE
EQUIPMENT
G N
NEUTRAL TO GND
BOND AT THIS POINT
ONLY
#3/0 Cu
#4
C
u
CONCRETE ENCASED
ELECTRODE
3/
4
"
C
.
,
1
#
6
C
u
#3
/
0
C
u
#3
/
0
C
u
#2
C
u
BOND
TO FIRE
SPRINKLER
RISER
#3
/
0
C
u
PANEL
'H'
MAIN
FLOOR
2ND FLOOR
METER-PACK
'MP-1'
208Y/120V
3P,4W
800A, MBR
UTILITY TRANSFORMER BY
LOCAL UTILITY CO.
PAD AND VAULT PROVIDED AND
INSTALLED BY ELECT. CONTRACTOR
UNDERGROUND PRIMARY;
CONDUIT AND TRENCHING BY E.C.
CONDUCTORS BY UTILITY CO.
FAULT CURRENT
CALULATIONS WERE
BASED ON
INFINITE BUS, WITH AN
ESTIMATED 300KVA
TRANSFORMER WITH
A 3.21%Z.
REFER TO
DWELLING UNIT
LOAD SCHEDULE
GROUNDING
ELECTRODE
SYSTEM
PANEL
'1B'
PANEL
'1B'
PANEL
'2B'
(A/E3.0)
1-PHASE METER
SECTIONS
*25,972A
<*10kA
M
M
M
M
#13
#14
#15
#16
M
M
M
M
M
M
M
M
M
M
M
M
#1
#2
#3
#4
#5
#6
#7
#8
#9
#10
#11
#12
M
M
M
M
#17
#18
#19
#20
M
M
M
M
#21
#22
#23
#24
M
#25
1-PHASE METER
SECTIONS
PANEL
'2B'
PANEL
'1B'
PANEL
'1B'
PANEL
'3B'
PANEL
'2B'
PANEL
'1B'
PANEL
'1B'
PANEL
'2B'
PANEL
'2B'
PANEL
'1B'
PANEL
'1B'
PANEL
'3B'
PANEL
'2B'
3RD FLOOR
PANEL
'1B'
PANEL
'1B'
PANEL
'2B'
PANEL
'2B'
PANEL
'1B'
PANEL
'1B'
PANEL
'3B'
PANEL
'2B'
REFER TO
DWELLING UNIT
LOAD SCHEDULE
REFER TO
DWELLING UNIT
LOAD SCHEDULE
3-PHASE MAIN
SECTION
UNDERGROUND SECONDARY;
CONDUIT AND TRENCHING BY E.C.
CONDUCTORS BY UTILITY CO.
TYP. APARTMENT PANEL AIC RATINGS SHALL BE
AS FOLLOWS:
FEEDER LENGTHS LESS THAN 35FT : 22k AIC
FEEDER LENGTHS GREATER THAN 35FT: 10k AIC
TYP. APARTMENT PANEL AIC RATINGS SHALL BE
AS FOLLOWS:
FEEDER LENGTHS LESS THAN 35FT : 22k AIC
FEEDER LENGTHS GREATER THAN 35FT: 10k AIC
TYP. APARTMENT PANEL AIC RATINGS SHALL BE
AS FOLLOWS:
FEEDER LENGTHS LESS THAN 35FT : 22k AIC
FEEDER LENGTHS GREATER THAN 35FT: 10k AIC
13053
ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP
O F E S S I O N AL ENGIN
E
E
R
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
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POWER RISER
DIAGRAM &
SCHEDULES
2115
04/18/2022
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Dwelling Unit 680700 VA 35.00% 238245 VA TOTAL DEMAND AMPS:710 A
Receptacle 2880 VA 100.00% 2880 VA TOTAL CONN. AMPS:1938 A
Other 500 VA 100.00% 500 VA TOTAL DEMAND VA:256 kW
Lighting 1802 VA 100.00% 1802 VA TOTAL CONN. VA:698 kW
Elec. Heating 13600 VA 100.00% 13600 VA
LOAD TYPE CONN. LOAD % DEMAND EST. DEMAND METER PACK TOTALS
METER PACK LOAD SUMMARY (DEMAND % PER NEC TABLE 220.84)
25 3-BEDROOM 3RD FLOOR 2 125 A 32 kW
24 2-BEDROOM 3RD FLOOR 2 100 A 29 kW
23 2-BEDROOM 3RD FLOOR 2 100 A 29 kW
22 2-BEDROOM 3RD FLOOR 2 100 A 29 kW
21 1-BEDROOM 3RD FLOOR 2 100 A 27 kW
20 1-BEDROOM 3RD FLOOR 2 100 A 27 kW
19 1-BEDROOM 3RD FLOOR 2 100 A 27 kW
18 1-BEDROOM 3RD FLOOR 2 100 A 27 kW
17 3-BEDROOM 2NDD FLOOR 2 125 A 32 kW
16 2-BEDROOM 2ND FLOOR 2 100 A 29 kW
15 2-BEDROOM 2ND FLOOR 2 100 A 29 kW
14 2-BEDROOM 2ND FLOOR 2 100 A 29 kW
13 1-BEDROOM 2ND FLOOR 2 100 A 27 kW
12 1-BEDROOM 2ND FLOOR 2 100 A 27 kW
11 1-BEDROOM 2ND FLOOR 2 100 A 27 kW
10 1-BEDROOM 2ND FLOOR 2 100 A 27 kW
9 3-BEDROOM 1ST FLOOR 2 125 A 32 kW
8 2-BEDROOM 1ST FLOOR 2 100 A 29 kW
7 2-BEDROOM 1ST FLOOR 2 100 A 29 kW
6 2-BEDROOM 1ST FLOOR 2 100 A 29 kW
5 1-BEDROOM 1ST FLOOR 2 100 A 27 kW
4 1-BEDROOM 1ST FLOOR 2 100 A 27 kW
3 1-BEDROOM 1ST FLOOR 2 100 A 27 kW
2 1-BEDROOM 1ST FLOOR 2 100 A 27 kW
1 PANEL H 2 125 A 18 kW
METER
#CIRCUIT DESCRIPTION POLES
BRK
AMPS Load REMARKS
SERVICE ENTRANCE RATED
NOTES:
MFGR/MODEL:Square D/EZ-METER-PAK
ENCLOSURE:Type 3R
AIC RATING:42k MBR RATING:800 A
PHASE/WIRES:3P / 4W RATING:800 A
VOLTAGE:120/208 Wye PANEL TYPE:MBR
METER PACK: METER-PACK MP-1
S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE
A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL
BRK NOTES:
TOTAL ESTIMATED DEMAND AMPS:88 A
TOTAL AMPS:88 A 89 A
TOTAL LOAD:9.2 kVA 9.2 kVA
23 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 24
21 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 22
19 SPARE -- 20 A 1 0 2250 20
17 SPARE -- 20 A 1 0 2250 2 30 A Water Heater
18
15 FACP 20 A 1 500 1100 1 20 A Elec. Heating EH-1 16
13 SPARE -- 20 A 1 0 2000 1 25 A Elec. Heating EH-2 14
11 SPARE -- 20 A 1 0 2000 1 25 A Elec. Heating EH-2 12
9 SPARE -- 20 A 1 0 2000 1 25 A Elec. Heating EH-2 10
7 Lighting - Exterior 20 A 1 440 2000 1 25 A Elec. Heating EH-2 8
5 Lighting - 3rd Floor 20 A 1 500 720 1 20 A Receptacle 6
3 Lighting - 2nd Floor 20 A 1 400 720 1 20 A Receptacle 4
1 Lighting - 1st Floor 20 A 1 462 1440 1 20 A Receptacle 2
CKT CIRCUIT DESCRIPTION NOTE AMPS P A B P AMPS NOTE CIRCUIT DESCRIPTION CKT
PROVIDE WITH LOCKABLE DOOR
NOTES:
MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:BOTTOM
ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:N/A
MOUNTING:FLUSH WIRES:3 PANEL AMPS:125 A
FED FROM:METER-PACK MP-1 PHASES:1 PANEL TYPE:MLO TETON RIVER LOFTS
LOCATION: VOLTAGE:120/208 Single A.I.C. RATING:10k PROJECT:
PANEL: H
PAYNE ENGINEERING
SCALE: NONEABLDG GROUNDING ELECTRODE SYSTEM DETAIL
SCALE: NONE1POWER RISER DIAGRAM
POWER RISER FEEDER SCHEDULE
SOURCE LOAD
# OF CONDUIT
RUNS
CONDUIT
SIZE FEEDER SIZE
CONDUCTOR
TYPE
LOAD
AMPS
FEEDER
BREAKER SIZE
METER-PACK
MP-1
PANEL H 1 1 1/2" 2-#1, 1-#1, 1-#6 COPPER 88 A 125 A
FEEDER SCHEDULE LEGEND & NOTES
QTY & SIZE
OF PHASE
CONDUCTOR(S)
QTY-#PHASE SIZE, QTY-#NEUTRAL SIZE, QTY-#GROUND SIZE
QTY & SIZE
OF NEUTRAL
CONDUCTOR(S)
QTY & SIZE
OF GROUND
CONDUCTOR(S)
1. # OF RUNS INDICATES THE NUMBER OF PARALLEL RUNS FOR THE FEEDER.
2. FEEDER SIZE IN SCHEDULE IS AS INDICATED BELOW:
no. description date