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APPLICABLE CODE: 2015 INTERNATIONAL BUILDING CODE. (I.B.C.) 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2017 NATIONAL ELECTRIC CODE 2009 ICC ANSI A117.1 OCCUPANCY CLASSIFICATION: M DESCRIPTION: GAS STATION/CONVENIENCE STORE CONSTRUCTION TYPE: V-B BUILDING HEIGHT: EXISTING RETAIL AREA (W/ RESTROOMS): EXISTING BUILDING AREA: EXISTING 2,564 S.F.FIRE SPRINKLERS: NONE FIRE RESISTANCE RATINGS OF EXTERIOR WALLS TABLE 601 AND 602 -
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CODE SUMMARYOWNERMAVERIK STORES INC.LEX PORTER 185 SOUTH STATE #800 SALT LAKE CITY, UT 84111 (307) 880-7106 ARCHITECT JZW ARCHITECTS SPENCER ANDERSON 135 E. CENTER ST.NORTH SALT LAKE, UT 84054 (801) 936-1343 SPENCERA@JZW-A.COMPROJECT DIRECTORY
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CIVIL/STRUCTURAL ENGINEER REEVE & ASSOCIATES, INC.920 CHAMBERS STREET, SUITE 14 OGDEN, UT 84403 (801) 621-3100 MECHANICAL/ELECTRICAL NEILSON ENGINEERING 156 NORTH TWELFTH AVENUE POCATELLO, ID 83201 (208) 234-0918
AT CONCLUSION OF THE WORK, GENE RAL CONTRACTOR SHALL PROVIDE OWNER'S REPRESENTATIVE WITH ONE FULL-SIZE (24x36) HARD COPY AND ONE CD WITH SCANNED PDF FILES AS PROJECT RECORD DRAWINGS. SEE SPECIFICATIONS.ALL PRODUCTS ON THIS PROJECT SHALL BE INSTALLED PER MANUFACTURE R'S REQUIREMENTS AND SPECIFICATIONS.CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION.ALL INTERIOR WALLS TO BE WRAPPED WITH 5/8" GYPSUM WALL BOARD, TAPED, FILLED, AND FINISHED AS PER ROOM FINISH SCHEDULE AND OWN ER.SEAL AROUND ALL ELECTRICAL, PLUMBING, OR MECHANICAL PENETRATION S AT EXTERIOR WALL OR ROOF ASSEMBLIES.ALL EXTERIOR DOORS SHALL BE WEATHER STRIPPED AND AIR TIGHT ASSEMBLIES.AGENERAL NOTES B C D E F
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NOTE:Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to work covered by sub-bids. Bidder assumes full responsibility for error or misinterpretations resulting from partial sets of Bidding Documents by itself or any sub-bidder.Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediatly. In the event of a conflict in the drawings, bidder should not assume the least expensive option will meet the project requirements.17 -038 MAVERIK REXBERG 195 A1.1FRAMING PLAN75 NORTH 2ND EAST REXBURG, IDAHOFEBRUARY 07, 2019 No.
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NOTE:Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to work covered by sub-bids. Bidder assumes full responsibility for error or misinterpretations resulting from partial sets of Bidding Documents by itself or any sub-bidder.Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediatly. In the event of a conflict in the drawings, bidder should not assume the least expensive option will meet the project requirements.17 -038 MAVERIK REXBERG 195 A1.2FLOOR PLAN75 NORTH 2ND EAST REXBURG, IDAHOFEBRUARY 07, 2019
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17
-03
8
MAVERIK REXBERG 195 A1
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4
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NOTE:Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to work covered by sub-bids. Bidder assumes full responsibility for error or misinterpretations resulting from partial sets of Bidding Documents by itself or any sub-bidder.Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediatly. In the event of a conflict in the drawings, bidder should not assume the least expensive option will meet the project requirements.17 -038 MAVERIK REXBERG 195 A1.5EQUIPMENT FLOOR PLAN75 NORTH 2ND EAST REXBURG, IDAHOFEBRUARY 07, 2019
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NOTE:Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to work covered by sub-bids. Bidder assumes full responsibility for error or misinterpretations resulting from partial sets of Bidding Documents by itself or any sub-bidder.Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediatly. In the event of a conflict in the drawings, bidder should not assume the least expensive option will meet the project requirements.17 -038 MAVERIK REXBERG 195 A1.6REFLECTED CEILING PLAN75 NORTH 2ND EAST REXBURG, IDAHOFEBRUARY 07, 2019KEYED NOTES 1
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PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:
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NOTE:Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to work covered by sub-bids. Bidder assumes full responsibility for error or misinterpretations resulting from partial sets of Bidding Documents by itself or any sub-bidder.Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediatly. In the event of a conflict in the drawings, bidder should not assume the least expensive option will meet the project requirements.17 -038 MAVERIK REXBERG 195 A2.2ELEVATIONS75 NORTH 2ND EAST REXBURG, IDAHOFEBRUARY 07, 2019
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NOTE:Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to work covered by sub-bids. Bidder assumes full responsibility for error or misinterpretations resulting from partial sets of Bidding Documents by itself or any sub-bidder.Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediatly. In the event of a conflict in the drawings, bidder should not assume the least expensive option will meet the project requirements.17 -038 MAVERIK REXBERG 195 A4.1SECTIONS75 NORTH 2ND EAST REXBURG, IDAHOFEBRUARY 07, 2019 No.
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NOTE:Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portion s of the documents that pertain to work covered by sub -bids. Bidder assumes full responsibility for error or misinterpretations resulting from partial sets of Bidding Documents by itself or any sub -bidder.Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediatly. In the event of a conflict in the drawings, bidder should not assume the least expensive option will meet the project requirements.17 -038 MAVERIK REXBERG 195 A6.1DOOR SCHEDULE75 NORTH 2ND EAST REXBURG, IDAHOFEBRUARY 07, 2019
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NOTE:Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to work covered by sub-bids. Bidder assumes full responsibility for error or misinterpretations resulting from partial sets of Bidding Documents by itself or any sub-bidder.Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediatly. In the event of a conflict in the drawings, bidder should not assume the least expensive option will meet the project requirements.17 -038 MAVERIK REXBERG 195 A8.1ARCHITECTURALFINISH & COLOR SCHEDULES75 NORTH 2ND EAST REXBURG, IDAHOFEBRUARY 07, 2019 No.
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/
G-1 GROUT @ 33 % OFFSET, W/ BLACK RUBBER BASE (RB-1)
G-
1
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2.
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-
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RB
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4
0
B
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3.
F
I
B
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R
G
L
A
S
S
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N
F
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R
C
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D
P
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L
FR
P
-
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F
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B
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L
-
-
M
A
N
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F
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T
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'
S
STANDARD WHITENOTE: FRP SHOULD BE CUT FROM 12' PANELS ONLY. ALL INSIDE AND OU TSIDE CORNERS AND DIVIDERS SHOULD BE CUT ABOVE RUBBER BASE BY RUBBER BASE INSTALLER TO ENS URE TRIMS MEET BASE ELEVATIONS. NO RUBBER BASE OVER THE TOP OF ANY FRP TRIMS. CEILI NG SUB SHOULD CUT ALL FRP TRIMS AT CEILING ELEVATION. NO L METAL OVER THE TOP OF FRP TRIM S.
4.
P
A
I
N
T
E
D
S
U
R
F
A
C
E
S
P-
1
L
A
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X
P
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W
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W
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LL
I
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M
S
6
1
2
0
B
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V
A
B
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2
L
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6
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8
5
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3
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4
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5
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6
L
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GAS CANOPY
P-
7
L
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P
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W
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W
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#
6
7
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4
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L
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P-
8
L
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L
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V
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Y
C
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OR WITH OWNER
5.
A
C
O
U
S
T
I
C
A
L
T
I
L
E
AT
-
1
A
C
O
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.
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.
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T
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A
L
L
A
C
O
U
S
T
I
C
A
L
C
E
I
L
ING TILES TO BE STANDARD WHITE V INYL COATED FOOD PREP RATED TIL ES. NO SUBSTITUTIONS.
6.
S
O
L
I
D
S
U
R
F
A
C
E
SS
-
1
S
O
L
I
D
S
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F
A
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W
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L
S
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N
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K
9
2
0
7
S
C
A
L
L
L
O
C
A
T
I
O
N
S
OTHER THAN CINNABON
SS
-
1
(
A
L
T
)
S
O
L
I
D
S
U
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F
A
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E
A
L
L
L
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C
A
T
I
ONS OTHER THAN CINNABON
SS
-
2
S
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D
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F
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W
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ONS
7.
P
R
I
V
A
C
Y
F
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N
C
E
S
L
A
T
S
CM
U
-
1
C
O
N
C
R
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T
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M
A
S
O
N
R
Y
UN
I
T
AM
C
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R
B
L
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C
K
S
P
L
I
T
F
A
C
E
N
U
T
M
E
G
V
E
R
I
F
Y WITH ARCHITECT. PROVIDE SAMPL E FOR APPROVAL.
PS
-
1
P
R
I
V
A
C
Y
F
E
N
C
E
S
L
A
T
S
-
-
T
A
N
(
P
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R
S
U
B
M
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T
A
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)
8.
B
A
T
H
R
O
O
M
P
A
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T
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T
I
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S
PT
-
1
B
A
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P
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B
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B
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RT
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A
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S
C
-
0
1
G
O
L
D
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N KHAKI
S
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D
C
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L
O
R
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E
I
N
F
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C
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M
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N
T
C
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P
O
S
I
T
E
9.
E
X
T
E
R
I
O
R
-
B
O
A
R
D
A
N
D
B
A
T
T
E
N
&
W
O
O
D
T
I
M
B
E
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S
BB
-
1
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N
G
I
N
E
E
R
E
D
W
O
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D
SI
D
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N
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LP
S
M
A
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S
I
D
E
B
O
A
R
D
A
N
D
B
A
T
T
E
N
C
O
L
O
R
GUARD SUEDE
4
'
-
0
"
W
I
D
E
x
1
0
'
-
0
"
HIGH x 5/16" THICK FIBER CEMENT (WOOD GRAIN) SIDING WITH 2-1/2 " x 3/4" THICK BATTEN (WOOD GRAIN) @ 16" O.C.
BB
-
1
(
A
L
T
)
P
R
E
-
F
I
N
I
S
H
E
D
HA
R
D
I
B
O
A
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D
HA
R
D
I
B
O
A
R
D
B
O
A
R
D
A
N
D
B
A
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T
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N
A
U
T
U
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N
TAN
4
'
-
0
"
W
I
D
E
x
1
0
'
-
0
"
H
I
G
H
x
5/16" THICK FIBER CEMENT (WOOD GRAIN) SIDING WITH 2-1/2" x 3/4" THICK BATTEN (WOOD GRAIN) @ 16" O.C.
BB
-
2
E
N
G
I
N
E
E
R
E
D
W
O
O
D
SI
D
I
N
G
LP
S
M
A
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T
S
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D
E
B
O
A
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D
A
N
D
B
A
T
T
E
N
C
O
L
O
R
G
U
A
R
D
S
A
B
L
E
BROWN4'-0" WIDE x 10'-0" HIGH x 5/16" THICK FIBER CEMENT (WOOD GRAIN ) SIDING WITH 2-1/2" x 3/4" THICK BATTEN (WOOD GRAIN) @ 16" O.C.
BB
-
2
(
A
L
T
)
P
R
E
-
F
I
N
I
S
H
E
D
HA
R
D
I
B
O
A
R
D
HA
R
D
I
B
O
A
R
D
B
O
A
R
D
A
N
D
B
A
T
T
E
N
C
H
E
S
T
N
U
T BROWN
4
'
-
0
"
W
I
D
E
x
1
0
'
-
0
"
H
I
G
H x 5/16" THICK FIBER CEMENT (WOOD GRAIN) SIDING WITH 2-1/2" x 3/4" THICK BATTEN (WOOD GRAIN) @ 16" O.C.
BB
-
3
E
N
G
I
N
E
E
R
E
D
W
O
O
D
SI
D
I
N
G
LP
S
M
A
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T
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T
R
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M
C
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L
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R
G
U
A
R
D
D
E
S
E
R
T
TAN
BB
-
3
(
A
L
T
)
P
R
E
-
F
I
N
I
S
H
E
D
HA
R
D
I
B
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A
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D
HA
R
D
I
B
O
A
R
D
T
R
I
M
S
A
I
L
C
L
O
T
H
BB
-
N
O
T
E
ALL BOARD AND BATTEN SHALL BE SCR EWED, CAULKED, AND PAINTED. NO NAILS TO BE INSTALLED OVER 1" RIGID INSULATION OVER LIQUID APPLIED AIR INFILTRATION BARRIE R.
T1
-
1
1
T
1
-
1
1
P
L
Y
W
O
O
D
S
I
D
I
N
G
S
H
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R
W
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N
W
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L
I
A
M
S
S
W
3
5
1
1
"
C
E
D
A
R
B
A
R
K
"
O
R SW 3512 "CEDAR MILL"
WT
-
1
R
O
U
G
H
S
A
W
N
T
I
M
B
E
R
S
H
E
R
W
I
N
W
IL
L
I
A
M
S
S
W
3
5
1
1
"
C
E
D
A
R
B
A
R
K
"
O
R
SW 3512 "CEDAR MILL"ALL GLULAM TIMBERS AND MOCK TIMB ERS ARE TO BE STAINED AND COATE D WITH A SEMI-TRANSPARENT FINISH PRIOR TO ASSEMBLY. COUSSET PLATES TO BE POWDER-COATED BL ACK.
10
.
M
E
T
A
L
S
Y
S
T
E
M
S
C-
1
M
E
T
A
L
R
O
O
F
M
B
C
I
A
L
M
O
N
D
C-
2
M
E
T
A
L
R
O
O
F
M
B
C
I
B
R
I
T
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R
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D
C-
3
M
E
T
A
L
R
O
O
F
M
B
C
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S
N
O
W
W
H
I
T
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ST
-
4
P
O
W
D
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R
C
O
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D
M
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T
A
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S
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W
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P
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A
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F
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ST
-
5
P
O
W
D
E
R
C
O
A
T
E
D
M
E
T
A
L
T
A
N
C
O
L
O
R
TO MATCH WITH EXTERIOR BB-1 MAT ERIAL
11
.
P
L
A
S
T
I
C
L
A
M
I
N
A
T
E
B
A
S
E
C
A
B
I
N
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S
,
C
O
U
N
T
E
R
T
O
P
S
,
A
N
D
S
H
E
L
V
E
S
PL
-
1
P
L
A
S
T
I
C
L
A
M
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N
A
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W
I
L
S
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D
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L
L
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K
7
9
7
3
S
T
A
N
D
A
R
D
C
A
B
I
N
E
T
C
OLOR TO RUN WITH HORIZONTAL PATTERNING.
PL
-
2
P
L
A
S
T
I
C
L
A
M
I
N
A
T
E
W
I
L
S
O
N
A
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T
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S
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I
C
S
L
A
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E
4
8
8
8
-
3
8
L
O
C
A
T
E
D
A
T
B
T
O
LOCATION
PL
-
3
P
L
A
S
T
I
C
L
A
M
I
N
A
T
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W
I
L
S
O
N
A
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A
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R
A
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N
7
9
9
6
-
3
8
L
O
C
A
T
E
D
A
T
C
I
N
NABON LOCATION
12
.
A
L
U
M
I
N
U
M
S
O
T
R
E
F
R
O
N
T
S
Y
S
T
E
M
AS
T
-
1
A
L
U
M
I
N
U
M
S
T
O
R
E
F
R
O
N
T
K
A
W
N
E
E
R
A
N
O
D
I
Z
E
D
D
A
R
K
B
R
O
N
Z
E
N
O
S
U
B
S
T
I
T
U
T
I
ONS
AS
T
-
2
A
L
U
M
I
N
U
M
S
T
O
R
E
F
R
O
N
T
K
A
W
N
E
E
R
M
E
D
I
U
M
B
R
O
W
N
N
O
S
U
B
S
T
I
T
U
T
I
O
N
S
13
.
S
E
A
L
A
N
T
S
SE
L
-
1
S
E
A
L
A
N
T
M
A
T
C
H
C
O
L
O
R
B
B
-
1
SE
L
-
2
S
E
A
L
A
N
T
M
A
T
C
H
C
O
L
O
R
A
S
T
-
1
SE
L
-
3
S
E
A
L
A
N
T
BLACK
S
E
E
S
P
E
C
I
F
I
C
A
T
I
O
N
S
SE
L
-
4
S
E
A
L
A
N
T
M
A
T
C
H
C
O
L
O
R P-1
S
E
E
S
P
E
C
I
F
I
C
A
T
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NOTE:Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to work covered by sub-bids. Bidder assumes full responsibility for error or misinterpretations resulting from partial sets of Bidding Documents by itself or any sub-bidder.Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediatly. In the event of a conflict in the drawings, bidder should not assume the least expensive option will meet the project requirements.17 -038 MAVERIK REXBERG 195 A9.1MILLWORK CASH WRAP PLAN,SECTIONS, &ELEVATIONS75 NORTH 2ND EAST REXBURG, IDAHOFEBRUARY 07, 2019 1/2" = 1'-0"
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NOTE:Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to work covered by sub-bids. Bidder assumes full responsibility for error or misinterpretations resulting from partial sets of Bidding Documents by itself or any sub-bidder.Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediatly. In the event of a conflict in the drawings, bidder should not assume the least expensive option will meet the project requirements.17 -038 MAVERIK REXBERG 195 A9.2MILLWORK DETAILS75 NORTH 2ND EAST REXBURG, IDAHOFEBRUARY 07, 2019
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a.
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T
E
E
L
S
H
A
P
E
S
,
W
H
I
C
H
A
R
E
N
O
T
B
O
L
T
E
D
, SHALL BE CO NNECTED
BY
A
F
I
L
L
E
T
W
E
L
D
A
L
L
A
R
O
U
N
D
,
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
. WHERE FILL ET WELD
SI
Z
E
S
A
R
E
N
O
T
S
H
O
W
N
T
H
E
Y
S
H
A
L
L
B
E
1
/
1
6
"
L
E
S
S
T
H
A
N
T
HE THINNEST O F THE
CO
N
N
E
C
T
E
D
P
A
R
T
S
F
O
R
T
H
I
C
K
N
E
S
S
E
S
1
/
4
"
A
N
D
L
A
R
G
E
R
.
F
ILLET WELDS O N PLATES
LE
S
S
T
H
A
N
1
/
4
"
S
H
A
L
L
B
E
O
F
T
H
E
S
A
M
E
S
I
Z
E
A
S
T
H
E
T
H
I
NNEST OF THE CONNECTED
PA
R
T
.
4.
RE
I
N
F
O
R
C
I
N
G
B
A
R
S
:
a.
DO
N
O
T
W
E
L
D
R
E
B
A
R
.
D
O
N
O
T
S
U
B
S
T
I
T
U
T
E
R
E
I
N
F
O
R
C
I
N
G
B
ARS FOR DEFOR MED
BA
R
A
N
C
H
O
R
S
(
D
B
A
S
)
,
S
T
R
U
C
T
U
R
A
L
B
O
L
T
S
,
O
R
H
E
A
D
E
D
S
T
U
D ANCHORS (HS AS).
b.
DO
N
O
T
W
E
L
D
A
N
C
H
O
R
B
O
L
T
S
,
I
N
C
L
U
D
I
N
G
β
T
A
C
K
β
W
E
L
D
S
.
c.
HE
A
D
E
D
S
T
U
D
A
N
C
H
O
R
S
(
H
S
A
S
)
W
E
L
D
I
N
G
A
N
D
D
E
F
O
R
M
E
D
B
A
R
ANCHOR WELDI NG
SH
A
L
L
C
O
N
F
O
R
M
T
O
T
H
E
M
A
N
U
F
A
C
T
U
R
E
R
'
S
S
P
E
C
I
F
I
C
A
T
I
O
N
S
.
5.
BO
L
T
E
D
C
O
N
N
E
C
T
I
O
N
S
:
a.
US
E
A
S
T
M
A
3
2
5
N
B
O
L
T
S
F
O
R
S
T
E
E
L
T
O
S
T
E
E
L
C
O
N
N
E
C
T
I
O
N
S
, AS NOTED HE REIN OR
AS
N
O
T
E
D
O
N
T
H
E
D
R
A
W
I
N
G
S
.
A
3
2
5
N
B
O
L
T
S
S
H
A
L
L
B
E
U
S
E
D
IN CONNECTIO NS FOR
SI
M
P
L
E
S
P
A
N
F
R
A
M
I
N
G
A
N
D
B
E
A
M
(
O
R
G
I
R
D
E
R
)
T
O
B
E
A
R
I
N
G
PLATE CONNEC TIONS.
TI
G
H
T
E
N
B
O
L
T
S
T
O
A
S
N
U
G
T
I
G
H
T
C
O
N
D
I
T
I
O
N
.
b.
US
E
H
A
R
D
E
N
E
D
W
A
S
H
E
R
S
B
E
N
E
A
T
H
T
H
E
T
U
R
N
E
D
E
L
E
M
E
N
T
O
F
ALL BOLTS OR NUTS.
US
E
H
A
R
D
E
N
E
D
B
E
V
E
L
E
D
W
A
S
H
E
R
S
,
T
O
C
O
M
P
E
N
S
A
T
E
F
O
R
T
H
E
LACK OF
PA
R
A
L
L
E
L
I
S
M
,
W
H
E
R
E
T
H
E
O
U
T
E
R
F
A
C
E
O
F
T
H
E
B
O
L
T
E
D
P
A
R
TS HAS A SLOP E
GR
E
A
T
E
R
T
H
A
N
O
N
E
I
N
T
W
E
N
T
Y
W
I
T
H
R
E
S
P
E
C
T
T
O
T
H
E
P
L
A
N
E NORMAL TO T HE BOLT
AX
I
S
.
A
T
O
V
E
R
S
I
Z
E
D
H
O
L
E
S
H
A
R
D
E
N
E
D
W
A
S
H
E
R
S
O
R
P
L
A
T
E
S
SHALL CONFOR M WITH
AS
T
M
F
-43
6
A
N
D
S
H
A
L
L
C
O
M
P
L
E
T
E
L
Y
C
O
V
E
R
T
H
E
S
L
O
T
A
F
T
E
R
I
N
S
T
A
LLATION.
WH
E
R
E
A
4
9
0
B
O
L
T
S
A
R
E
S
P
E
C
I
F
I
E
D
,
P
R
O
V
I
D
E
H
A
R
D
E
N
E
D
W
A
SHERS BENEATH BOTH
TH
E
H
E
A
D
A
N
D
T
H
E
N
U
T
,
A
S
R
E
Q
U
I
R
E
D
B
Y
A
I
S
C
.
c.
WH
E
R
E
A
S
T
E
E
L
T
O
S
T
E
E
L
B
E
A
M
C
O
N
N
E
C
T
I
O
N
I
S
N
O
T
S
H
O
W
N
, PROVIDE A
ST
A
N
D
A
R
D
A
I
S
C
F
R
A
M
E
D
C
O
N
N
E
C
T
I
O
N
F
O
R
O
N
E
H
A
L
F
T
H
E
T
O
TAL UNIFORM L OAD
CA
P
A
C
I
T
Y
O
F
T
H
E
B
E
A
M
F
O
R
T
H
E
S
P
A
N
A
N
D
S
T
E
E
L
S
P
E
C
I
F
I
ED.
d.
B
O
L
T
S
,
N
U
T
S
A
N
D
W
A
S
H
E
R
S
S
H
A
L
L
N
O
T
B
E
R
E
U
S
E
D
.
6.
PR
O
V
I
D
E
F
U
L
L
-DE
P
T
H
W
E
B
-ST
I
F
F
E
N
E
R
P
L
A
T
E
S
A
T
E
A
C
H
S
I
D
E
O
F
A
L
L
B
E
A
M
S
A
T
A
L
L
BE
A
R
I
N
G
P
O
I
N
T
S
.
S
T
I
F
F
E
N
E
R
P
L
A
T
E
S
S
H
A
L
L
B
E
T
H
E
T
H
I
C
K
NESS CALLED O UT BELOW
UN
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
A
N
D
S
H
A
L
L
B
E
W
E
L
D
E
D
B
O
T
H
S
I
D
ES WITH FILLE T WELDS
AL
L
A
R
O
U
N
D
:
FL
A
N
G
E
W
I
D
T
H
ST
I
F
F
E
N
E
R
T
H
I
C
K
N
E
S
S
WELD SIZE
LE
S
S
T
H
A
N
8
1
/
4
"
1/
4
"
3/16"
8
1
/
4
"
T
O
1
2
1
/
4
"
3/
8
"
1/4"
12
1
/
4
"
T
O
1
6
1
/
2
"
1/
2
"
5/16"
16
1
/
2
β
T
O
2
0
3
/
4
β
5/
8
β
3/8β
DE
F
E
R
R
E
D
S
U
B
M
I
T
T
A
L
S
1.
IT
E
M
S
R
E
Q
U
I
R
I
N
G
D
E
F
E
R
R
E
D
S
U
B
M
I
T
T
A
L
S
T
H
A
T
A
R
E
L
I
S
T
E
D
BELOW ARE TO BE
DE
S
I
G
N
E
D
A
N
D
F
A
B
R
I
C
A
T
E
D
B
Y
A
M
A
N
U
F
A
C
T
U
R
E
R
A
C
C
O
R
D
I
N
G
TO SPECIFICA TIONS
GI
V
E
N
I
N
S
T
R
U
C
T
U
R
A
L
A
N
D
A
R
C
H
I
T
E
C
T
U
R
A
L
D
R
A
W
I
N
G
S
.
2.
TH
E
S
E
D
E
F
E
R
R
E
D
S
U
B
M
I
T
T
A
L
S
S
H
A
L
L
F
I
R
S
T
B
E
S
U
B
M
I
T
T
E
D
TO THE PROJEC T
AR
C
H
I
T
E
C
T
A
N
D
/
O
R
E
N
G
I
N
E
E
R
F
O
R
R
E
V
I
E
W
A
N
D
C
O
O
R
D
I
N
A
T
I
ON; FOLLOWING THE
CO
M
P
L
E
T
I
O
N
O
F
P
R
O
J
E
C
T
A
R
C
H
I
T
E
C
T
/
E
N
G
I
N
E
E
R
R
E
V
I
E
W
A
N
D
COORDINATION , A
SU
B
M
I
T
T
A
L
T
O
T
H
E
C
I
T
Y
S
H
A
L
L
B
E
M
A
D
E
(
F
O
R
C
I
T
Y
R
E
V
I
E
W AND APPROVA L), WHICH
SH
A
L
L
I
N
C
L
U
D
E
A
L
E
T
T
E
R
S
T
A
T
I
N
G
T
H
I
S
R
E
V
I
E
W
A
N
D
C
O
O
R
DINATION HAS BEEN
PE
R
F
O
R
M
E
D
A
N
D
C
O
M
P
L
E
T
E
D
A
N
D
P
L
A
N
S
A
N
D
C
A
L
C
U
L
A
T
I
O
N
S
FOR THE DEFER RED
IT
E
M
S
A
R
E
F
O
U
N
D
T
O
B
E
A
C
C
E
P
T
A
B
L
E
(
E
.
G
.
,
W
I
T
H
R
E
G
A
R
D
TO GEOMETRY, LOAD
CO
N
D
I
T
I
O
N
S
,
E
T
C
.
)
W
I
T
H
N
O
E
X
C
E
P
T
I
O
N
S
.
3.
FI
N
A
L
D
R
A
W
I
N
G
S
S
H
A
L
L
I
N
C
L
U
D
E
S
E
T
S
S
I
G
N
E
D
A
N
D
S
E
A
L
E
D
BY A PROFESS IONAL
EN
G
I
N
E
E
R
L
I
C
E
N
S
E
D
I
N
T
H
E
S
T
A
T
E
I
N
W
H
I
C
H
C
O
N
S
T
R
U
C
T
I
O
N WILL OCCUR AND SHALL
BE
A
V
A
I
L
A
B
L
E
A
T
T
H
E
J
O
B
S
I
T
E
D
U
R
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
.
4.
NO
D
E
F
E
R
R
E
D
S
U
B
M
I
T
T
A
L
I
T
E
M
S
A
R
E
T
O
B
E
I
N
S
T
A
L
L
E
D
U
N
T
IL THE CITY H AS HAD THE
OP
P
O
R
T
U
N
I
T
Y
T
O
R
E
V
I
E
W
A
N
D
A
P
P
R
O
V
E
T
H
E
S
U
B
M
I
T
T
A
L
S
.
CO
N
C
R
E
T
E
1.
MA
T
E
R
I
A
L
S
,
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
:
a.
NO
R
M
A
L
W
E
I
G
H
T
A
G
G
R
E
G
A
T
E
S
AS
T
M
C
3
3
b.
FL
Y
A
S
H
,
C
L
A
S
S
F
P
O
Z
Z
O
L
A
N
AS
T
M
C
6
1
8
c.
RE
I
N
F
O
R
C
I
N
G
S
T
E
E
L
AS
T
M
6
1
5
G
R
A
D
E
6
0
(
F
Y
=
6
0
K
S
I
)
d.
DE
F
O
R
M
E
D
B
A
R
A
N
C
H
O
R
S
(
D
B
A
)
AS
T
M
A
4
9
6
e.
HE
A
D
E
D
S
T
U
D
A
N
C
H
O
R
S
(
H
S
A
)
AS
T
M
A
1
0
8
f.
AN
C
H
O
R
B
O
L
T
S
AS
T
M
F
1
5
5
4
G
R
.
3
6
g.
HE
A
V
Y
H
E
X
N
U
T
S
W
I
T
H
H
A
R
D
E
N
E
D
W
A
S
H
E
R
S
AS
T
M
A
5
6
3
h.
AD
M
I
X
T
U
R
E
S
:
β’
AI
R
-EN
T
R
A
I
N
I
N
G
A
D
M
I
X
T
U
R
E
S
C
O
M
P
L
Y
W
I
T
H
A
S
T
M
C
2
6
0
(
W
H
E
N
US
E
D
)
.
β’
CA
L
C
I
U
M
C
H
L
O
R
I
D
E
S
H
A
L
L
N
O
T
B
E
A
D
D
E
D
T
O
T
H
E
C
O
N
C
R
E
T
E
M
I
X
.
UN
R
E
I
N
F
O
R
C
E
D
C
O
N
C
R
E
T
E
S
L
A
B
S
O
N
G
R
A
D
E
M
A
Y
H
A
V
E
C
A
L
C
I
UM
C
H
L
O
R
I
D
E
NO
T
E
X
C
E
E
D
I
N
G
O
N
E
P
E
R
C
E
N
T
.
i.
TY
P
E
I
/
I
I
C
E
M
E
N
T
C
O
M
P
L
Y
I
N
G
W
I
T
H
A
S
T
M
C
-15
0
S
H
A
L
L
B
E
U
S
E
D
F
O
R
A
L
L
CO
N
C
R
E
T
E
.
j.
TH
E
W
A
T
E
R
/
C
E
M
E
N
T
R
A
T
I
O
F
O
R
C
O
N
C
R
E
T
E
4
0
0
0
P
S
I
A
N
D
G
R
EA
T
E
R
S
H
A
L
L
N
OT
EX
C
E
E
D
0
.
5
0
(
E
X
C
L
U
D
I
N
G
G
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:
β’
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=
1
5
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#6
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3
0
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β’
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2
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#7
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β’
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SHALL BE PRESSURE
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A
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.
5.
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PER "THE MINIMUM
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.
6.
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2 TOP PLATES. SPLICES IN
TO
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MUM OF (20) 16D NAILS BETWEEN
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.
7.
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1
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A
N
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S
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R
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ATER THAN 25% OF ITS WIDTH.
8.
PE
R
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B
C
2
3
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8
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.
1
1
,
D
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T
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D
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SAME SECTION OF STUD AS A
CU
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.
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p
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r
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PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:
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NOTE:Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to work covered by sub-bids. Bidder assumes full responsibility for error or misinterpretations resulting from partial sets of Bidding Documents by itself or any sub-bidder.Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediatly. In the event of a conflict in the drawings, bidder should not assume the least expensive option will meet the project requirements.17 -038 MAVERIK REXBURG 195 S001GENERALSTRUCTURALNOTES75 NORTH 200 E REXBURG, IDAHOJANUARY 23, 2018 H A T U O F TT AS EPROFESSIONALENGINEER9412168 TURVILLEJEFFERY M.DRAWN BY:ENGINEER:Reeve & Associates, Inc.PROJECT NUMBER:5799 -1935160 SOUTH 1500 WEST RIVERDALE, UTAH 84405 TEL: (801) 621-3100 FAX: (801) 621-2666 www.reeve-assoc.com LAND PLANNERS * CIVIL ENGINEERS LAND SURVEYORS *TRAFFIC ENGINEERS STRUCTURAL ENGINEERS LANDSCAPE ARCHITECTS A.W.B.J.M.T.L A A TTONSGISIDENTAERUGISFINDIINIKDERSNVTONISPMNo. Date Description 11/27/2018
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AND HAVE REACHED PROPER MATERIAL.-X
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REFERENCED STANDARDIBC REFERENCE
1.
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-XACI 318: 20, 25.2,25.3, 26.6.1-26.6.3 1908.4
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5/16"-
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.
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3.
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-X ACI 318: 817.8.2 -
4.
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a.
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OADSX-ACI 318: 17.8.2.4 -
b
.
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OT DEFINED IN 4.a -X ACI 318: 17.8.2.4 -
5.
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.
-X ACI 318: 19,26.4.3, 26.4.41904.1, 1904.2,1908.2, 1908.3
6.
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S FOR STRENGTH
TE
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ERMINE THE
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.
X -ASTM C172,ASTM C31, ACI 318: 26.4, 26.121908.10
7.
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S
P
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OPER APPLICATION
AN
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.
X -ACI 318: 26.5 1908.6, 1908.7,1908.8
8.
V
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T
URE AND TECHNIQUES.-X ACI 318: 5.11-5.13 1908.9
9.
I
N
S
P
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C
T
P
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;
a
.
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X -ACI 318: 126.10 -
b
.
G
R
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10
.
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-X -
11
.
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ESSING OF
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OVAL OF
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-X ACI 318: 26.11.2 -
12
.
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SIONS OF THE
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-X ACI 318:26.11.1.2(b)-
WE
L
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:
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(
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N
T
S
1.
S
E
I
S
M
I
C
/
W
I
N
D
-
F
O
R
C
E
-
R
E
S
I
S
T
I
N
G
S
Y
S
T
E
M
S
:
ST
R
U
C
T
U
R
A
L
S
T
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E
L
W
A
L
L
S
SO
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CO
N
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O
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T
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O
N
SE
E
S
P
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C
I
F
I
C
D
I
S
C
I
P
L
I
N
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D
R
A
W
I
N
G
S
F
O
R
A
D
D
I
T
I
O
N
A
L
D
E
S
IGNATED SEISMIC SYSTEMS REQUIRING SPECIAL INSPECTIO N WHICH ARE NOT CONTAINED IN
TH
E
S
T
R
U
C
T
U
R
A
L
D
R
A
W
I
N
G
S
.
2.
S
P
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
A
N
D
T
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S
T
I
N
G
A
S
R
E
Q
U
I
R
E
D
B
Y
T
H
E
IBC SHALL BE PROVIDED BY AN INDEPENDENT AGENCY EMP LOYED BY THE OWNER UNLESS
WA
I
V
E
D
B
Y
T
H
E
B
U
I
L
D
I
N
G
O
F
F
I
C
I
A
L
.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
ALL COORDINATE AND COOPERATE WITH THE REQUIRED INSP ECTIONS/TESTS AS INDICATED
BE
L
O
W
,
R
E
F
E
R
R
I
N
G
T
O
T
H
E
I
B
C
S
E
C
T
I
O
N
I
N
D
I
C
A
T
E
D
A
S
A
P
PROPRIATE.
3.
S
P
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
R
E
P
O
R
T
S
F
R
O
M
T
H
E
I
N
S
P
E
C
T
O
R
S
H
A
LL BE SENT TO THE ARCHITECT/ENGINEER AND BUILDING O FFICIAL.
3.
1
.
B
R
I
N
G
A
N
Y
D
I
S
C
R
E
P
A
N
C
I
E
S
T
O
T
H
E
C
O
N
T
R
A
C
T
O
R
'
S
I
M
M
EDIATE ATTENTION.
3.
2
.
N
O
T
I
F
Y
T
H
E
E
N
G
I
N
E
E
R
O
F
A
N
Y
N
O
N
-
P
A
S
S
I
N
G
W
O
R
K
T
H
A
T THE CONTRACTOR CANNOT READILY CORRECT.
3.
3
.
A
N
Y
U
N
C
O
R
R
E
C
T
E
D
D
I
S
C
R
E
P
A
N
C
I
E
S
S
H
A
L
L
B
E
B
R
O
U
G
H
T
TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND BUIL DING OFFICIAL PRIOR TO
CO
M
P
L
E
T
I
O
N
O
F
T
H
A
T
P
H
A
S
E
O
F
T
H
E
W
O
R
K
.
3.
4
.
A
F
I
N
A
L
R
E
P
O
R
T
D
O
C
U
M
E
N
T
I
N
G
R
E
Q
U
I
R
E
D
S
P
E
C
I
A
L
I
N
S
PECTIONS AND CORRECTIONS OF ANY DISCREPANCIES SHALL BE PROVIDED.
4.
Q
U
A
L
I
T
Y
C
O
N
T
R
O
L
S
U
B
M
I
T
T
A
L
S
F
O
R
S
T
R
U
C
T
U
R
A
L
S
T
E
E
L
4.
1
.
F
U
R
N
I
S
H
W
E
L
D
E
R
Q
U
A
L
I
F
I
C
A
T
I
O
N
R
E
C
O
R
D
S
T
O
V
E
R
I
F
Y
PROJECT WELDERS ARE TESTED AND QUALIFIED IN ACCORDA NCE WITH AWS D1.1 BEFORE
WE
L
D
I
N
G
S
T
R
U
C
T
U
R
A
L
O
R
M
I
S
C
E
L
L
A
N
E
O
U
S
S
T
E
E
L
S
,
D
1
.
3
B
E
FORE WELDING SHEET STEELS (10 GA AND THINNER), AND D1.4 BEFORE WELDING
RE
I
N
F
O
R
C
I
N
G
S
T
E
E
L
.
S
U
B
M
I
T
D
O
C
U
M
E
N
T
A
T
I
O
N
T
O
T
H
E
A
P
P
ROVED INSPECTION AGENCY FOR REVIEW BEFORE WELDING.
4.
2
.
P
R
O
V
I
D
E
B
O
L
T
S
T
O
R
A
G
E
A
N
D
I
N
S
T
A
L
L
A
T
I
O
N
P
R
O
C
E
D
U
R
E
S TO THE APPROVED INSPECTION AGENCY FOR REVIEW.
5.
S
P
E
C
I
A
L
I
N
S
P
E
C
T
O
R
S
5.
1
.
S
P
E
C
I
A
L
I
N
S
P
E
C
T
O
R
S
S
H
A
L
L
B
E
Q
U
A
L
I
F
I
E
D
P
E
R
S
O
N
S
W
HO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTIO N OF THE BUILDING OFFICIAL,
FO
R
I
N
S
P
E
C
T
I
O
N
O
F
T
H
E
P
A
R
T
I
C
U
L
A
R
T
Y
P
E
O
F
C
O
N
S
T
R
U
C
T
I
ON OR OPERATION REQUIRING SPECIAL INSPECTION.
6.
S
E
C
T
I
O
N
1
7
0
4
:
S
P
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
S
6.
1
.
F
A
B
R
I
C
A
T
O
R
S
(
1
7
0
4
.
2
)
:
A
L
L
O
F
F
S
I
T
E
F
A
B
R
I
C
A
T
I
O
N
O
F STRUCTURAL MEMBERS (STRUCTURAL STEEL, PRECAST CON CRETE, ETC.) SHALL BE SPECIAL
IN
S
P
E
C
T
E
D
A
S
R
E
Q
U
I
R
E
D
B
Y
T
H
E
I
B
C
,
E
X
C
E
P
T
W
O
R
K
P
E
R
F
O
RMED BY FABRICATORS REGISTERED AND APPROVED TO PERF ORM WORK WITHOUT
SP
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
.
A
P
P
R
O
V
E
D
F
A
B
R
I
C
A
T
O
R
S
S
H
A
L
L
S
U
B
MIT A CERTIFICATE OF COMPLIANCE TO BUILDING OFFICIA L AT THE COMPLETION OF
FA
B
R
I
C
A
T
I
O
N
.
6.
2
.
S
O
I
L
S
(
1
7
0
4
.
7
)
:
E
X
I
S
T
I
N
G
S
I
T
E
S
O
I
L
C
O
N
D
I
T
I
O
N
S
,
FILL PLACEMENT AND PROCEDURE AND LOAD-BEARING REQUI REMENTS SHALL BE SPECIAL
IN
S
P
E
C
T
E
D
T
O
V
E
R
I
F
Y
C
O
M
P
L
I
A
N
C
E
W
I
T
H
T
H
E
A
P
P
R
O
V
E
D
S
O
ILS REPORT AND TABLE 1704.7. WHERE TOTAL DEPTH OF CONTROLLED FILL IS 12" OR
LE
S
S
,
T
H
E
S
P
E
C
I
A
L
I
N
S
P
E
C
T
O
R
S
H
A
L
L
V
E
R
I
F
Y
T
H
A
T
T
H
E
I
N-PLACE DRY DENSITY OF THE COMPACTED FILL IS NOT LE SS THAN THE 90% OF THE MAXIMUM
DR
Y
D
E
N
S
I
T
Y
A
T
O
P
T
I
M
U
M
M
O
I
S
T
U
R
E
C
O
N
T
E
N
T
A
C
C
O
R
D
I
N
G
T
O ASTM D 1557.
6.
3
.
S
E
E
A
R
C
H
I
T
E
C
T
U
R
A
L
D
R
A
W
I
N
G
S
F
O
R
A
D
D
I
T
I
O
N
A
L
I
N
S
P
E
CTIONS PERTAINING TO EIFS (1704.14) OR SMOKE CONTRO L SYSTEMS (1704.16).
6.
4
.
S
P
E
C
I
A
L
C
A
S
E
S
(
1
7
0
4
.
1
5
)
:
S
P
E
C
I
A
L
I
N
S
P
E
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PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:
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NOTE:Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to work covered by sub-bids. Bidder assumes full responsibility for error or misinterpretations resulting from partial sets of Bidding Documents by itself or any sub-bidder.Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediatly. In the event of a conflict in the drawings, bidder should not assume the least expensive option will meet the project requirements.17 -038 MAVERIK REXBURG 195 S002GENERALSTRUCTURALNOTES75 NORTH 200 E REXBURG, IDAHOJANUARY 23, 2018 H A T U O F TT AS EPROFESSIONALENGINEER9412168 TURVILLEJEFFERY M.DRAWN BY:ENGINEER:Reeve & Associates, Inc.PROJECT NUMBER:5799 -1935160 SOUTH 1500 WEST RIVERDALE, UTAH 84405 TEL: (801) 621-3100 FAX: (801) 621-2666 www.reeve-assoc.com LAND PLANNERS * CIVIL ENGINEERS LAND SURVEYORS *TRAFFIC ENGINEERS STRUCTURAL ENGINEERS LANDSCAPE ARCHITECTS A.W.B.J.M.T.L A A TTONSGISIDENTAERUGISFINDIINIKDERSNVTONISPMNo. Date Description 11/27/2018
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rk, or structure represented will result in the ce ssation of construction and / or monetary compensat ion to JZW Architects.
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PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:
WW
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NOTE:Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to work covered by sub-bids. Bidder assumes full responsibility for error or misinterpretations resulting from partial sets of Bidding Documents by itself or any sub-bidder.Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediatly. In the event of a conflict in the drawings, bidder should not assume the least expensive option will meet the project requirements.17 -038 MAVERIK REXBURG 195 S601SCHEDULES75 NORTH 200 E REXBURG, IDAHOJANUARY 23, 2018
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PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:SHEET TITLEConsulting Engineers This document and the ideas and designs incorporate d herein, as an instrument of professional service, i s the property of NIELSON ENGINEERING, INC. and is not to be used, in whole or in part,for any other project without the written authorization of an authorized representative of NIELSON ENGINEERING, INC. Unauthorized use will be prosecuted to the fullest extent of the Law.Copyright c 2019 by: NIELSON ENGINEERING, INC.Nielson Engineering, Inc.OWNERSHIP OF DOCUMENTSPocatello, Idaho 83201 PHONE (208) 232-2577156 North Twelfth Avenue FAX (208) 234-0918 FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY19303 MAVERIK REXBURG 195 M -1.0MECHANICALFLOOR PLAN75 NORTH 2nd E REXBURG, IDAHOJanuary 2019 1/4" = 1'-0"
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P-2.0P-1.0 P-2.1 P-2.2LIST OF PLUMBING PLANS PLUMBING COLD & HOT WATER PLANPLUMBING WASTE & VENT PLAN PLUMBING FILTERED WATER PLAN PLUMBING HEAT TRACE & GAS PLAN P-3.0 PLUMBING NOTES, SCHEDULES & DETAILSGENERAL WASTE, VENT & REMODEL NOTES SLOPE BUILDING SANITARY WASTE LINES IN THE BUILDING AT A 1/4" TO THE FOOT. THE P.C. MAY RUN 4" AND LARGER AT 1/8" TO THE FOOT WITH THE APPROVAL OF THE BUILDING INSPECTOR. FIELD VERIFY THE INVERT OF THE BUILDING SEWER BEFORE RUNNING ANY PIPING INSIDE OF THE BUILDING.RISE UP 6" ABOVE THE FLOOD RIM OF THE HIGHEST FIXTU RE BEFORE RUNNING VENT LINES HORIZONTALLY. RISE UP WITH A VENT LINE FROM ALL FIXTURES. COMBINE VENTS TOGETHER AND THEN RISE UP TO THE ROOF.PROVIDE WALL & FLOOR CLEANOUTS AS PER CODE REQUIREM ENTS WITH (WALL) S.S. OR BRASS C.O. WALL COVERS, BRASS SCREWS, & FLUSH WI TH FINISHED WALL. SEE DETAIL.HANG ALL WASTE AND VENT LINES, AS SHOWN, WITH CLEVI S HANGERS, ALL THREAD ROD AND SIDE BEAM ATTACHMENTS OR EPOXY COATED UNIST RUT CHANNEL WITH CLAMPS. KEEP THE PIPING AS TIGHT AS POSSIBLE TO TH E TRUSSES TO PROVIDE ROOM FOR THE OTHER TRADES AND WASTE LINES.PROVIDE & INSTALL TRAP PRIMER OR TRAP GUARD ON ALL FLOOR DRAINS & SINKS. ALL FLOOR DRAINS & SINKS SHALL HAVE DEEP SEAL P-TRA P INSTALLED ON THE DISCHARGE SIDE OF THE FLOOR DRAIN & SINK. TRAP SEAL DEVICE: J.R. SMITH 2692 OR PROSET TRAP GUARDS.ALL FLOOR SINKS AND FLOOR DRAINS IN THE BUILDING SH ALL HAVE AN INDIVIDUAL P-TRAP AND BE VENTED TO THE BUILDING VENT SYSTEM.INDIRECT WASTE THE EACH PIECE OF KITCHEN EQUIPMENT TO THE NEAREST FLOOR SINK. SEE THE CONVENIENCE STORE EQUIPMENT SCHEDULE ON SHEET P-3.2.P.C. SHALL ROUTE ALL DRAIN LINES FROM THE KITCHEN E QUIPMENT, ICE BINS, & ETC. TO INDIRECT WASTE INTO A FLOOR SINK W/AIR GAP. THE P.C. SHALL COORDINATE THESE DRAINS WITH KITCHEN EQUIPMENT SUPPLIER AND IN STALLER.THE P.C. SHALL PROVIDE AND INSTALL A FULL SIZE DRAI N ON ALL BACKFLOW DEVICES. PROVIDE AND INSTALL THE PROPER AIR GAP AND A FULL S IZE DRAIN TO AN APPROVED DISCHARGE RECEPTACLE.THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE TO COO RDINATE THE INSTALLATION OF ALL FLOOR DRAINS, FLOOR SINKS AND T RAP PRIMERS. SEE THE DIMENSIONS ON THE ARCHITECTURAL SHEET A1.0 FOR THE EXACT LOCATION OF EACH OF THESE DRAINS. IF ANY DISCREPANCIES OCCUR THE ARC HITECT SHOULD BE CONTACTED IMMEDIATELY.ALL DRAINS FROM THE ICE MAKER AND THE STORAGE BINS SHALL BE A MINIMUM OF 3/4", NO EXCEPTIONS.CONNECT THE BUILDING VENTS TOGETHER HORIZONTALLY IN SIDE THE BUILDING AND THEN RISING UP WITH A BUILDING VENT THRU THE ROOF. THE VTR'S SHALL RISE TO THE HEIGHT OF THE PARAPET WALL ON THE ROOF. KEEP V ENTS 10'-0" MINIMUM FROM ALL ROOF TOP UNITS AND FRESH AIR INTAKES ON ROOF. S ECURE ALL VENT PIPING.THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR AL L THE NECESSARY CONCRETE CUTTING FLOOR CUTTING AND CONCRETE CORE DR ILLING TO COMPLETE THE DEMOLITION AND REMODEL OF THIS SPACE TO COMPLET E THE NEW MAVERIK. PROVIDE ALL THE NECESSARY DEBRIS REMOVAL, EXCAVATIO N, BACKFILLING, COMPACTION & CAPPING OF THE BUILDING DRAIN AND VENT LINES, AND MAKING THE TRENCHES READY FOR THE REPLACEMENT OF THE CONCRETE, WHICH WILL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR.1 2 3 4 5 9 10678 11 12 13
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PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:SHEET TITLEConsulting Engineers This document and the ideas and designs incorporate d herein, as an instrument of professional service, i s the property of NIELSON ENGINEERING, INC. and is not to be used, in whole or in part,for any other project without the written authorization of an authorized representative of NIELSON ENGINEERING, INC. Unauthorized use will be prosecuted to the fullest extent of the Law.Copyright c 2019 by: NIELSON ENGINEERING, INC.Nielson Engineering, Inc.OWNERSHIP OF DOCUMENTSPocatello, Idaho 83201 PHONE (208) 232-2577156 North Twelfth Avenue FAX (208) 234-0918 FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY19303 MAVERIK REXBURG 195 P -1.0PLUMBING WASTE & VENT PLAN75 NORTH 2nd E REXBURG, IDAHOJanuary 2019
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S
E
F
I
X
T
U
R
ES. PROVIDE NEW WAX RINGS,
ST
O
P
S
,
S
U
P
P
L
I
E
S
,
A
N
D
T
R
A
P
S
F
O
R
T
H
I
S
I
N
S
T
A
L
L
A
T
I
O
N
.
2
T
H
E
P
L
U
M
B
I
N
G
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
C
O
N
N
E
C
T
I
N
T
O
T
H
E
E
X
I
STING GREASE WASTE LINE
IN
S
I
D
E
T
H
E
B
U
I
L
D
I
N
G
A
T
T
H
I
S
A
P
P
R
O
X
I
M
A
T
E
L
O
C
A
T
I
O
N
.
F
IELD VERIFY LOCATION OF
EX
I
S
T
I
N
G
G
R
E
A
S
E
I
N
T
E
R
C
E
P
T
O
R
A
N
D
T
H
A
T
N
E
W
G
R
E
A
S
E
W
A
S
TE LINE DISCHARGES INTO
IN
T
E
R
C
E
P
T
O
R
.
I
F
E
X
I
S
T
I
N
G
G
R
E
A
S
E
I
N
T
E
R
C
E
P
T
O
R
D
O
E
S
N
O
T EXIST, A NEW 1,500 GALLON
IN
T
E
R
C
E
P
T
O
R
S
H
A
L
L
B
E
I
N
S
T
A
L
L
E
D
O
U
T
S
I
D
E
O
F
B
U
I
L
D
I
N
G
.
FOLLOW ALL CITY AND STATE
RE
G
U
L
A
T
I
O
N
S
F
O
R
T
H
I
S
I
N
S
T
A
L
L
A
T
I
O
N
A
N
D
C
O
O
R
D
I
N
A
T
E
W
I
TH ARCHITECT ON LOCATION.
FE
I
L
D
V
E
R
I
F
Y
T
H
E
E
X
A
C
T
L
O
C
A
T
I
O
N
.
3
P
R
O
V
I
D
E
A
2
"
P
I
P
E
S
L
E
E
V
E
(
O
V
E
R
H
E
A
D
)
F
O
R
T
H
E
C
O
2
L
I
NE PASS THRU FROM CO2 TANK
(O
U
T
S
I
D
E
)
T
O
T
H
E
B
A
G
I
N
T
H
E
B
O
X
(
I
N
S
I
D
E
)
I
N
K
I
T
C
H
E
N
AREA. USE LONG SWEEP 90
DE
G
R
E
E
E
L
L
S
O
N
L
Y
.
M
O
U
N
T
P
I
P
E
A
T
6
0
"
O
F
F
F
I
N
I
S
H
E
D
F
L
OOR. CONFIRM THE EXACT
PE
N
E
T
R
A
T
I
O
N
L
O
C
A
T
I
O
N
W
I
T
H
T
A
N
K
S
U
P
P
L
I
E
R
.
S
E
A
L
T
H
I
S
PIPE WITH A CAP ALL, DRILL A
HO
L
E
T
H
E
S
I
Z
E
O
F
T
H
E
C
O
2
P
I
P
E
I
N
T
H
E
C
E
N
T
E
R
O
F
C
A
P
,
INSTALL CAP ON SLEEVE AND
CA
U
L
K
A
R
O
U
N
D
T
H
E
C
O
2
P
I
P
E
.
F
E
I
L
D
V
E
R
I
F
Y
T
H
E
E
X
A
C
T
L
OCATION.
4
I
N
S
T
A
L
L
B
E
V
E
R
A
G
E
(
4
"
P
V
C
)
C
O
N
D
U
I
T
S
B
E
L
O
W
T
H
E
F
I
N
I
S
HED FLOOR AND RISE UP TO 7"
A.
F
.
F
.
I
N
S
T
A
L
L
B
.
C
.
D
E
E
P
E
N
O
U
G
H
T
O
M
I
S
S
A
L
L
P
L
U
M
B
I
N
G, ELECTRICAL AND KITCHEN
EQ
U
I
P
M
E
N
T
L
I
N
E
S
.
U
S
E
O
N
L
Y
L
O
N
G
S
W
E
E
P
9
0
°
E
L
B
O
W
S
(
3
6" RADIUS MINIMUM). SLOPE
B.
C
.
A
T
1
/
8
"
/
F
T
.
T
O
W
A
R
D
S
B
A
C
K
O
F
T
H
E
B
U
I
L
D
I
N
G
.
T
H
E
P.C. SHALL COORDINATE WITH THE
G.
C
.
&
A
R
C
H
I
T
E
C
T
U
R
A
L
O
N
T
H
E
I
N
S
T
A
L
L
A
T
I
O
N
&
L
O
C
A
T
I
O
N
S, THE BOX & S.S. CAP. SEE
DE
T
A
I
L
.
5
I
N
S
T
A
L
L
A
4
"
P
V
C
P
I
P
E
(
S
L
E
E
V
E
)
F
O
R
T
H
E
W
A
T
E
R
&
F
I
L
TERED LINES BEING RUN OUT TO
TH
E
C
O
N
D
I
M
E
N
T
,
P
A
S
T
R
Y
&
C
O
F
F
E
E
I
S
L
A
N
D
S
.
T
H
E
P
.
C
.
S
H
ALL COORDINATE WITH THE
G.
C
.
O
N
T
H
E
I
N
S
T
A
L
L
A
T
I
O
N
&
L
O
C
A
T
I
O
N
S
.
6
P
.
C
.
I
S
R
E
S
P
O
N
S
I
B
L
E
T
O
P
A
T
C
H
A
L
L
P
E
N
E
T
R
A
T
I
O
N
S
T
H
R
U
THE WALLS & ROOF AND SEAL
TH
E
M
W
E
A
T
H
E
R
-
T
I
G
H
T
.
7
I
N
S
T
A
L
L
T
H
E
1
"
C
O
N
D
E
N
S
A
T
E
L
I
N
E
S
O
N
T
H
E
W
A
L
L
S
O
F
T
H
E COOLER/FREEZERS FROM
EA
C
H
E
V
A
P
O
R
A
T
O
R
U
N
I
T
S
,
D
R
O
P
L
I
N
E
D
O
W
N
O
N
W
A
L
L
T
O
1
2
" A.F.F., THEN EXIT THRU THE
WA
L
L
,
&
D
I
S
C
H
A
R
G
E
(
I
N
D
I
R
E
C
T
W
A
S
T
E
)
T
O
T
H
E
F
L
O
O
R
S
I
N
K. PROVIDE THE PROPER AIR
GA
P
.
C
O
V
E
R
A
L
L
C
O
N
D
E
N
S
A
T
E
P
I
P
E
W
I
T
H
A
R
M
A
F
L
E
X
I
N
S
U
L
ATION, SEAL ALL JOINTS.
IN
S
T
A
L
L
P
I
P
I
N
G
O
N
7
/
8
"
T
H
I
C
K
E
P
O
X
Y
C
O
A
T
E
D
U
N
I
S
T
R
U
T
CHANNEL WITH INSULATED
UN
I
S
T
R
U
T
C
L
A
M
P
S
.
S
L
O
P
E
T
H
E
P
I
P
I
N
G
M
I
N
I
M
U
M
1
/
4
"
/
F
T
.
SEAL ALL WALL PENETRATIONS.
SE
E
D
E
T
A
I
L
S
.
T
H
E
C
O
N
D
E
N
S
A
T
E
P
I
P
E
I
N
S
I
D
E
O
F
T
H
E
C
O
O
LER/FREEZER SHALL BE TYPE M
OR
L
C
O
P
P
E
R
P
I
P
E
.
8
I
N
S
T
A
L
L
T
H
E
1
"
C
O
N
D
E
N
S
A
T
E
L
I
N
E
S
O
N
T
H
E
W
A
L
L
S
O
F
T
H
E BEVERAGE COOLER AS HIGH
AS
P
O
S
S
I
B
L
E
,
D
R
O
P
D
O
W
N
I
N
T
H
E
C
O
R
N
E
R
O
F
B
E
V
E
R
A
G
E
C
O
OLER TO 3'-0" A.F.F., &
PE
N
E
T
R
A
T
E
T
H
E
W
A
L
L
S
I
N
T
O
T
H
E
B
E
E
R
C
O
O
L
E
R
.
R
U
N
T
H
E
CONDENSATE PIPING IN THE
BE
E
R
C
O
O
L
E
R
O
N
T
H
E
W
A
L
L
O
V
E
R
T
O
T
H
E
F
L
O
O
R
S
I
N
K
.
9
I
N
S
T
A
L
L
H
E
A
T
T
R
A
C
E
O
N
T
H
E
C
O
N
D
E
N
S
A
T
E
P
I
P
I
N
G
I
N
T
H
E
FREEZER/BEER COOLER UNIT
AS
F
R
E
E
Z
E
P
R
O
T
E
C
T
I
O
N
.
I
N
S
T
A
L
L
R
A
Y
C
H
E
M
5
X
L
-
1
-
C
R
H
E
A
T TRACE CABLE WITH
AC
C
E
S
S
O
R
I
E
S
A
N
D
A
T
-
1
8
0
T
A
P
E
T
O
S
E
C
U
R
E
H
.
T
.
T
O
P
I
P
I
N
G. PROVIDE A LOOP OF H.T.
SE
C
U
R
E
D
T
O
T
H
E
I
N
L
E
T
N
I
P
P
L
E
O
F
T
H
E
E
V
A
P
O
R
A
T
O
R
P
A
N
.
ELECTRICAL CONTRACTOR
SH
A
L
L
M
A
K
E
A
L
L
T
H
E
E
L
E
C
T
R
I
C
A
L
C
O
N
N
E
C
T
I
O
N
S
A
N
D
M
E
E
T
ALL CODE REQUIREMENTS.
10
P
R
O
V
I
D
E
A
1
"
M
I
N
I
M
U
M
D
E
E
P
P
-
T
R
A
P
O
N
T
H
E
C
O
N
D
E
N
S
A
T
E LINE ON THE DISCHARGE OF
TH
E
C
O
N
D
E
N
S
A
T
E
P
I
P
I
N
G
F
R
O
M
F
R
E
E
Z
E
R
/
C
O
O
L
E
R
U
N
I
T
S
.
D
I
SCHARGE INTO FLOOR SINK
WI
T
H
A
I
R
G
A
P
.
11
T
H
E
P
.
C
.
S
H
A
L
L
P
I
P
E
T
H
E
D
R
A
I
N
F
R
O
M
T
H
E
T
&
P
V
A
L
V
E AND WATER HEATER PAN TO THE
FL
O
O
R
S
I
N
K
A
S
S
E
P
A
R
A
T
E
D
R
A
I
N
S
L
I
N
E
S
.
S
E
C
U
R
E
T
H
E
S
E
LINES.
12
I
N
S
T
A
L
L
M
O
P
S
I
N
K
F
L
U
S
H
W
I
T
H
F
L
O
O
R
&
N
E
X
T
T
O
E
X
P
O
S
ED STUD WALLS, WITH THE
SH
E
E
T
R
O
C
K
T
O
D
R
O
P
D
O
W
N
O
N
T
O
T
H
E
L
I
P
O
F
S
I
N
K
.
14
P
.
C
.
S
H
A
L
L
R
O
U
T
E
D
R
A
I
N
L
I
N
E
S
F
R
O
M
I
C
E
B
I
N
S
A
L
O
N
G
TOP OF BEVERAGE DISPENSERS,
DR
O
P
D
O
W
N
I
N
S
I
D
E
O
F
C
A
B
I
N
E
T
S
P
A
C
E
,
P
E
N
E
T
R
A
T
E
T
H
R
O
U
G
H THE COUNTERTOP &
IN
D
I
R
E
C
T
W
A
S
T
E
T
H
E
D
R
A
I
N
L
I
N
E
S
T
O
A
F
L
O
O
R
S
I
N
K
.
S
E
E DETAIL. SEAL ALL HOLES
TH
R
O
U
G
H
O
R
I
N
C
O
U
N
T
E
R
T
O
P
S
.
15
C
E
N
T
E
R
T
H
E
F
S
2
(
F
L
O
O
R
S
I
N
K
)
O
N
T
H
E
C
E
N
T
E
R
O
F
T
H
E
3 COMPARTMENT SINK. INSTALL
IN
D
I
V
I
D
U
A
L
D
R
A
I
N
L
I
N
E
S
F
R
O
M
E
A
C
H
S
T
R
A
I
N
E
R
(
3
)
T
O
I
N
DIRECT WASTE TO THE FS2.
SE
C
U
R
E
T
H
E
S
E
P
I
P
E
S
&
P
A
I
N
T
T
H
E
M
S
I
L
V
E
R
.
P
I
P
E
T
H
E
D
RAINS IN A MANNER THAT THEY
DO
N
O
T
S
P
L
A
S
H
O
U
T
O
F
F
L
O
O
R
S
I
N
K
A
N
D
P
R
O
V
I
D
E
S
P
R
O
P
E
R
AIR GAP. DO NOT INSTALL
AN
Y
T
Y
P
E
O
F
T
R
A
P
B
E
T
W
E
E
N
T
H
E
S
T
R
A
I
N
E
R
S
O
N
T
H
E
S
I
N
K
AND THE DISCHARGE INTO
TH
E
F
L
O
O
R
S
I
N
K
.
S
E
E
D
E
T
A
I
L
.
No. Date Description
3 C
O
M
P
A
R
T
M
E
N
T
S
I
N
K
-
F
A
U
C
E
T
S
W
/
V
A
C
U
U
M
B
R
E
A
K
E
R
S
W
I
T
H
NO
H
O
S
E
C
O
N
N
E
C
T
I
O
N
.
FIL
T
E
R
E
D
W
A
T
E
R
S
Y
S
T
E
M
(
R
.
O
.
)
,
SO
D
A
/
C
A
R
B
O
N
A
T
O
R
S
Y
S
T
E
M
-
W
A
T
T
S
#
S
D
-
3
,
A
S
S
E
1
0
2
2.
CO
F
F
E
E
M
A
C
H
I
N
E
S
CA
P
P
A
C
C
I
N
O
M
A
C
H
I
N
E
S
-
W
A
T
T
S
#
9
B
D
,
A
S
S
E
1
0
5
2
.
P
IP
E
D
R
A
I
N
T
O
N
E
A
R
E
S
T
F
L
O
O
R
S
I
N
K
,
A
SS
E
1
0
5
2
.
IC
E
M
A
C
H
I
N
E
S
-
W
A
T
T
S
#
L
7
U
2
-
2
D
U
A
L C
H
E
C
K
,
A
S
S
E
1
0
2
4
.
FIL
T
E
R
S
Y
S
T
E
M
-
W
A
T
T
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CONVENIENCE STORE EQUIPMENT SCHEDULE CW NUMBER
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FWEQUIPMENT SUPPLIED & SET BY SUPPLIER INDICATED ON F ACILITIES EQUIPMENT DRAWINGS (EQ). ALL PLUMBING ROU GH-IN & FINAL PLUMBING CONNECTIONS BY PLUMBING CONTRACTOR. REFER TO EQ. DRAWINGS FOR EXACT ROUGH-IN, CONNECTION REQU IREMENTS LOCATIONS & DIMENSIONS. ALL HOT & COLD WATER CONNEC TIONS TO EQUIPMENT SHALL BE MADE THRU VALVES OR STO PS EQUAL TO THOSE SPECIFIED FOR PLUMBING FIXTURES AND BRAIDE D STAINLESS STEEL CONNECTORS.11 17A 18 19 20A4 219CCAPPUCCINO MACHINE QUIETQUBE ICE MAKER ICE MAKER--
-
-
-
-
-
-VENDOR TO INSTALL BEYOND CW SUPPLY STOP1/4"FROM STOPTOFLR.SINK 3/8"FROM STOPTOFLR.SINK TO FLR.SINKINSTALLED ON 17D CONNECT TO 17C 3/8"FROM STOP -PROVIDE FILTER WATER TO THE BACK OF THE UNIT.BUNN DUAL THERMOFRESH VENDOR TO INSTALL BEYOND CW SUPPLY STOP-
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3/8"FROM STOPTOFLR.SINK WITH 12" FIN OPPOSITE SIDE FROM DRAIN BOARD.)1/2"-1 1/2"TO FLR.SINK1/2"OVEN/PROOFER (NU-VU-OP-4/8M)3 COMP. SINK W/TWO FAUCETS -ICE/BEVERAGE DISPENSER -
-
5'-1" L x 32 1/2"H3/4"TO FLR.SINK 1/4"FROM STOP--------MIN.3/4"MIN.3/4"MIN.--PROVIDE FILTER WATER TO THE BACK OF THE UNIT.ICE MAKER -3/8"FROM STOP-TO FLR.SINK-PROVIDE FILTER WATER TO THE BACK OF THE UNIT.W/ AUTOMATIC ICE BAGGER & DISPENSERVENDOR TO INSTALL BEYOND CW SUPPLY STOP--
-
3/8"FROM STOPTOFLR.SINK-3B NOT USED 38 43A 51 72.1 96WATER BOOSTER "RO" WATER FILTRATION SYSTEM STAINLESS STEEL SINK (HAND OR BAR)----
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STOP TO FLR.SINKDIRECT & INDIRECT DRAINED (SEE PLAN)1/2"FROZEN CARBONATED BEV. (ICEE)--3/8"FROM STOPTOFLR.SINKVENDOR TO INSTALL BEYOND CW SUPPLY STOP------BLOCKING REQUIRED SEE DRAIN DETAIL 1/P 2.2.1/2"MIN.3/8"--F' REAL FREEZER --TO FLR.SINK1/2"FROM STOPINDIRECT DRAIN TO FLOOR SINK BELOW WITH AIR GAP33--SINGLE DOOR FREEZER --FLR.-
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PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:SHEET TITLEConsulting Engineers This document and the ideas and designs incorporate d herein, as an instrument of professional service, i s the property of NIELSON ENGINEERING, INC. and is not to be used, in whole or in part,for any other project without the written authorization of an authorized representative of NIELSON ENGINEERING, INC. Unauthorized use will be prosecuted to the fullest extent of the Law.Copyright c 2019 by: NIELSON ENGINEERING, INC.Nielson Engineering, Inc.OWNERSHIP OF DOCUMENTSPocatello, Idaho 83201 PHONE (208) 232-2577156 North Twelfth Avenue FAX (208) 234-0918 FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY19303 MAVERIK REXBURG 195 P -2.0PLUMBING COLD & HOT WATER PLAN75 NORTH 2nd E REXBURG, IDAHOJanuary 2019
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P-2.0 KEY NOTES 1 THE PLUMBING CONTRACTOR SHALL CONNECT INTO EXISTIN G COLD WATER LINE AT THIS APPROXIMATE LOCATION. INSTALL REDUCED PRESSURE BACK FLOW PREVENTER AND PRESSURE REDUCING VALVE IF NOT ON EXISTING WATER LI NE AND AS REQUIRED BY CITY OR STATE. FEILD VERIFY THE EXACT LOCATION.2 INSURE THAT ALL WATER PIPING IN THE OUTSIDE WALLS ARE PROTECTED AGAINST POSSIBILITY OF FREEZING. KEEP PIPING ON THE WARM S IDE OF THE INSULATION AND CLOSE TO THE BACK OF THE SHEETROCK. IN AREAS WHERE THIS IS NOT POSSIBLE, THE P.C. IS RESPONSIBLE TO INSTALL HEAT TRACE ON THESE LINES.3 INSTALL THE MOP SINK FAUCETS AT 3'-0" AND THE CHEM ICAL FAUCETS AT 4'-3" ABOVE THE FINISHED FLOOR. PROVIDE 3/4" SPRING LOADED CHECK V ALVES IN BOTH HOT & COLD LINES WHICH DROP DOWN TO THE MOP SINK FAUCET AND CH EMICAL FAUCETS. SEE DETAIL.4 THE P.C. SHALL INSTALL THE OWNER PROVIDED CHEMICAL FEED UNIT. FIELD VERIFY WITH LOCAL HEALTH DEPT. THE TYPE AND LOCATION ON AN Y BACKFLOW REQUIREMENTS FOR THIS CHEMICAL FEED UNIT. LOCATE THE UNIT ABOVE THE CHEMICAL FAUCETS AT THE MOP SINK, FIELD VERIFY WITH OWNER EXACT HEIGHT. THE P.C. IS RESPONSIBLE TO INSTALL, TEST, AND PROVIDE BACKFLOW 5
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MANUFACTURER'S INSTALLATION INSTRUCTIONS. PIPE THE DRAIN FROM T&P VALVE TO INDIRECT WASTE TO THE MOP SINK. PROVIDE FACTORY START-UP. SEE DETAI L. SET DISCHARGE TEMPERATURE FROM THE HOT WATER HEATER AT 140°F.6
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TWEEN COLD WATER INLET SHUTOFF VALVE & COLD WATER INLET NIPPLE TO THE WATE R HEATER. SECURE THIS TANK. SEE DETAIL.7
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ED WATER. SEE ITEM P6 THE "RO"FILTER WATER SYSTEM FURNISHED BY THE OWNER AND INST ALLED BY THE PLUMBING CONTRACTOR.8
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TTS #601S INLINE CHECK VALVES (IN THE CEILING SPACE) ON THE HOT AND COLD WATER SU PPLY LINES TO THE 3 COMPARTMENT SINK.9
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ACE AS SHOWN, IF IN A HARD CEILING, PROVIDE PAINTABLE ACCESS DOORS OR ABOVE TH E DROP IN CEILING PROVIDE VISIBLE VALVE SIGNS AT EACH LOCATION. PROVIDE THE OWNER WITH A COMPLETE LAMINATED VALVE CHART OF THE WHOLE BUILDING'S VALVE S AT THE FINAL INSPECTION.10
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ALL. PROTECT DURING CONSTRUCTION.11
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FF BALLVALVES 18" A.F.F. RUN 1/2"LINES IN PIPIE CHASE TO THE CONDIMENT AND PASTRY IS LAND. THE P.C. SHALL COORDINATE WITH THE G.C. & ARCHITECTURAL ON THE LOC ATIONS & INSTALLATION.12
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PIPE CHASE TO SUPPLY WATER TO THE CONDIMENT & PASTRY ISLANDS. INSTALL 1/2" CW, & 1/2" HW FROM THE SOURCE (DROPPED FROM THE CEILING SPACE) TO ISLAND. THIS P IPING SHALL BE WISBRO PEX PIPE WITH PE FITTINGS IF IT MEETS CODE REQUIREMENTS . PROVIDE VALVES ON EACH OF THE LINES, AT THE DROP DOWN SOURCE AND IN THE CABIN ET SPACE OF THE CONDIMENT & PASTRY ISLAND. EACH LINE SHALL HAVE A PERMANENT TAG, LISTING TYPE OF WATER THIS LINE PROVIDES. THE P.C. SHALL COORDINATE WITH THE G.C. & ARCHITECTURAL ON THE INSTALLATION & LOCATIONS. FEILD VERIFY EXACT L OCATION. SEE DETAIL.13
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HEET. SIZE EACH ARRESTER BASED ON THE FIXTURE LOAD AND AS TO THE MANUFACTURE 'S RECOMMENDATIONS.LOAD EACH WHA WITH THE WATER FIXTURES UNITS BEING S ERVICED BY THIS WATER HAMMER ARRESTOR.14
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LDING. INSTALL NEW HB1 OUTSIDE WALL HYDRANTS. TURN KEYS OVER TO OWNER. FIE LD VERIFY QUANTITY AND LOCATIONS.No. Date Description 1 7-5-2018 CITY COMMENTS
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GENERAL FILTERED WATER NOTES ALL FILTERED WATER LINES SHALL BE HUNG USING COATED CLEVIS HANGERS, ALL THREAD ROD & SIDE BEAM ATTACHMENTS OR EPOXY COATED UNISTRUT CHANNEL, ALL THREAD ROD & SIDE BEAM ATTACHMENTS, SECURE PIPE WIT H INSULATED CLAMPS.ALL WATER PIPING, DOMESTIC OR FILTERED LINES SHALL BE INSULATED. SEE INSULATION SCHEDULE FOR THE THICKNESS AND TYPE OF I NSULATION.THE P.C. SHALL PROVIDE A LAMINATED VALVE TAG (BEFOR E THE STORE HAS A FINAL WALK THRU) TO BE PERMANENTLY SECURED TO EACH OF THE COLD & HOT WATER VALVES WHICH WILL SERVE THE MAVERIKS EQUIPMENT, WHI CH NEED COLD OR HOT WATER.ALL THE WATER VALVES ABOVE THE HARD LID OR THE DROP IN CEILING SHALL BE INSTALLED BETWEEN 1'-0" TO 1'-6" ABOVE THE CEILING. MAINTENENCE PERSONAL NEED TO ACCESS THESE VALVES USING A LADDER AND CANNOT RE ACH THEM IF THEY ARE INSTALLED UP CLOSE TO THE TRUSSES. PROVIDE BIG ENOU GH ACCESS DOOR TO ACCESS EACH VALVE AT EACH LOCATION. THE P.C. SHALL MEET ALL LOCAL, STATE, AND HEALTH DE PARTMENT CODES AS THEY RELATE TO BACKFLOW PROTECTION. EACH PIECE OF EQUIP MENT THAT IS PROVIDED BY THE P.C. AND HE OWNER SHALL HAVE THE PROPER BACK FLOW PROTECTION. FIELD VERIFY WITH STATE, CITY & HEALTH DEPARTMENT WHAT IS REQUIRED FOR THE PROTECTION OF THIS STORE AND THE EQUIPMENT BEING IN STALLED. THE P.C. SHALL BE RESPONSIBLE TO PROVIDE THE NECESSARY DEVICES TO PROTECT EACH PIECE OF EQUIPMENT. PROVIDE FULL SIZE DRAINS TO AN APPROVED RECEPTACLE WITH THE PROPER AIR GAP.1 2 3 4 5
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PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:SHEET TITLEConsulting Engineers This document and the ideas and designs incorporate d herein, as an instrument of professional service, i s the property of NIELSON ENGINEERING, INC. and is not to be used, in whole or in part,for any other project without the written authorization of an authorized representative of NIELSON ENGINEERING, INC. Unauthorized use will be prosecuted to the fullest extent of the Law.Copyright c 2019 by: NIELSON ENGINEERING, INC.Nielson Engineering, Inc.OWNERSHIP OF DOCUMENTSPocatello, Idaho 83201 PHONE (208) 232-2577156 North Twelfth Avenue FAX (208) 234-0918 FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY19303 MAVERIK REXBURG 195 P -2.1PLUMBINGFILTERED WATER PLAN75 NORTH 2nd E REXBURG, IDAHOJanuary 2019
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P-2.1 KEY NOTES 1
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P
IPE CHASE. THESE CHASES SHALL PROVIDE A SPACE TO RUN "RO" WATER LINES FROM A WALL LOCATION, UNDER THE SLAB,OVER TO EACH OF THE CONDIMENT AND PASTRY ISLANDS. THE P.C. SHALL INSTALL A 1/2"LINE FROM THE VALVE LOCATION NEAR A WALL, THRU THE PIPE CHASE, AND RISE UP IN EACH OF THE ISLANDS. THE PIPING SHALL BE ENGEL'S M ETHOD TYPE WIRSBO "AQUAPEX"PIPE WITH EP OR STAINLESS STEEL FITTING OR ADAPTERS W/ProPEX SLIP RINGS. MEET ALL CODE REQUIREMENTS RELATED TO THIS "RO WATER TYP E OF PIPING". PROVIDE A SHUTOFF VALVES (PARKER HANNIFIN BALLVALVES W/ESCUTC HIONS), AT THE INLET LOCATION AND OUTLET LOCATIONS UNDERNEATH THE CABINE T SPACE) ON EACH OF THE WATER LINES. EACH LINE SHALL HAVE A PERMANENT TAG (AT THE INLET AND OUTLET LOCATIONS) WHICH LISTS "RO" WATER BEING SUPPLIED AT THESE LOCATIONS. THE P.C.SHALL COORDINATE WITH THE G.C. & ARCHITECTURAL ON T HE INSTALLATION &LOCATIONS. SEE DETAIL.2
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W/ESCUTCHEONS) AT 18"ABOVE FINISHED FLOOR OR AS DIRECTED BY THE OWNER, S EE THE KITCHEN EQUIPMENT SCHEDULE FOR EQUIPMENT WATER REQUIREMENTS. INSTALL ALL THE NECESSARY STAINLESS STEEL BACKFLOW PROTECTION DEVICES WHICH A RE REQUIRED BY LOCAL HEALTH DEPARTMENTS OR PLUMBING CODES. THE P.C. SHAL L CONNECT THE "RO" FILTER WATER OR DOMESTIC WATER TO OWNER FURNISHED EQUIPMEN T AS DIRECTED.3
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EQUIPMENT ON THESE COUNTERTOPS. DROP DOWN IN THE WALL TO 18" OFF FINI SHED FLOOR LEVEL BELOW THE COUNTERTOPS. INSTALL PARKER HANNIFIN BALLVALVE S W/ESCUTCHEONS. LABEL EACH WATER LINE WITH A PERMANENT TAG.4
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EQUIPMENT ON THESE COUNTERTOPS. DROP DOWN IN THE WALL TO 95" OFF FINI SHED FLOOR LEVEL ABOVE THE COUNTERTOPS. PROVIDE ONE FILTERED WATER LINE W/SHUT OFF TO EACH ICE MACHINE.INSTALL PARKER HANNIFIN BALLVALVES W/ESCUTCHEONS. LABEL EACH WATER LINE WITH A PERMANENT TAG.5
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ER PROVIDED "RO" WATER FILTER SYSTEM. PROVIDE AND INSTALL ALL THE NECESSA RY PARKER HANNIFIN BALLVALVES, FITTINGS, AND PIPE REQUIRED TO INSTALL AND PROVIDE A FULLY FUNCTIONING "RO" WATER FILTER SYSTEM. P.C. SHALL P ROVIDE THE START UP ON THIS UNIT. THE P.C. SHALL MOUNT THIS UNIT ON A SHELF BE ING PROVIDED BY THE GENERAL CONTRACTOR. SEE THE DETAIL OF THIS UNIT THIS SHEET, (UNIT MOUNTED ON A SHELF ABOVE THE PRV STATION).6
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D
IVIDUAL SHUTOFF VALVES AND ESCUTCHEONS (PARKER HANNIFIN BALLVALVES W/ESCUTCHEO NS) UNDERNEATH THE CABINET SPACE. THE P.C. SHALL PROVIDE (2 SET OF 2-F W) INSIDE OF THE CABINET SPACE AT 16" A.F.F. PROVIDE PERMANENT LABELS ON EACH VALV E STATING THESE VALVES ARE "RO" FILTERED WATER. SEE DRAWINGS FOR LAYOUT.7
I
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S
T
A
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P
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FORE CONNECTING TO THE OWNER PROVIDED KITCHEN EQUIPMENT. THESE VALVES SHA LL TO BE LOCATED AS SHOWN ON THE DRAWINGS AND PER OWNER'S REQUEST, ABOV E OR BELOW THE COUNTERTOP. PROVIDE AND INSTALL ALL NECESSARY STAI NLESS STEEL BACKFLOW PROTECTION DEVICES WHICH ARE REQUIRED BY THE LOCAL HEALTH DEPARTMENT OR PLUMBING CODES.8
D
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1
8
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A.F.F. AND STUB OUT 1/2" WATER LINES AND INSTALL PARKER HANNIFIN BALLVALVES W/ESCU TCHEONS. RUN THESE LINES INTO THE PIPE CHASE AND OUT TO THE PASTRY AND CONDI MENT ISLANDS. INSTALL A SHUTOFF VALVE ON EACH LINE WHICH RISES UP AT EACH I SLANDS.9
I
N
S
T
A
L
L
I
S
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L
A
T
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P
ACE AS SHOWN, IF IN A HARD CEILING, PROVIDE PAINTABLE ACCESS DOORS OR ABOVE TH E DROP IN CEILING PROVIDE VISIBLE VALVE SIGNS AT EACH LOCATION. PROVIDE THE OWNER WITH A COMPLETE LAMINATED VALVE CHART OF THE WHOLE BUILDING'S VALVE S AT THE FINAL INSPECTION.10
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LINE TO THE NU-VU OVEN/PROOFER (FURNISHED AND INSTALLED BY THE OWNER). THE 1/4" NP T WATER CONNECTION IS ON THE LEFT HAND SIDE OF THE OVEN/PROOFER AS YOU FACE THE UNIT. THE CONNECTION IS ON THE BACK SIDE OF THE OVEN/PROOFER. THE CONNEC TION HEIGHT IS 17 5/16" OFF THE FINISHED FLOOR LEVEL. PROVIDE PARKER HANNIFIN B ALLVALVE W/ESCUTCHEON AT 20" OFF FINISHED FLOOR LEVEL, JUST TO THE LEFT OF T HE OVEN/PROOFER. PIPE THE OVEN/PROOFER WITH A PARKER HANNIFIN POLYETHYLENE "N ATURAL" "SERIES E" TUBING FROM THE VALVE TO THE CONNECTION OF THE OVEN/PROOFE R. THERE IS NO DRAIN ON THIS UNIT, IT HAS A EVAPORATOR PAN IN THE BOTTOM OF THE UNIT. NO BACKFLOW PROTECTION IS NEEDED ON THIS UNIT.11
I
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ING FILTERED WATER TO EACH WATER BOOSTER. THESE VALVES SHALL BE LOCATED 48" A.F.F. PROVIDE AND INSTALL ALL NECESSARY STAINLESS STEEL BACKFLOW PROT ECTION DEVICES WHICH ARE REQUIRED BY THE LOCAL HEALTH DEPARTMENT & PLUMBING CODE.No. Date Description
1
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END SEAL. USE ONE PER CIRCUIT PLUS ONE PER TEE.NO SERVICE LOOP REQUIRED.GLASS TAPE. USE TAPE TO ATTACH CABLE TO PIPE EVERY 2'-0". ONE ROLL WILL HANDLE APPROXIMATELY 50'-0".FIBERGLASS PIPE INSULATIONHEAT TRACE CABLE
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GENERAL HEAT TRACE/GAS NOTES THE GAS CONTRACTOR SHALL SUPPORT OR ANCHOR ALL THE GAS PIPING. THE CONTRACTOR SHALL USE MIRO GAS & MECHANICAL SUPPORTS OR MAKE ALL THE PIPING SOLID.ALL WATER PIPING, DOMESTIC OR FILTER SHALL BE INSUL ATED. SEE INSULATION SCHEDULE ON SHEET P-3.0 FOR THE THICKNESS AND TYPE OF INSULATION.THE GAS PIPING AND INSTALLATION SHALL CONFORM TO AL L LOCAL GAS CODES AND NFPA 58. THE GAS CONTRACTOR SHALL PROVIDE ALL THE TESTING OF THIS SYSTEM AS REQUIRED BY THE A.H.J. WHO IS INSPECTING THE SYSTEM .ALL EXPOSED GAS PIPING AND FITTINGS SHALL BE PAINTE D. THE PIPING ON THE OUTSIDE BACK OF THE BUILDING SHALL BE PAINTED TO MA TCH THE WALL OR THE GAS METER. PAINT THE GAS PIPE AND FITTINGS ON THE ROOF YELLOW. THE GAS CONTRACTOR SHALL PAINT THE PIPE AND FITTINGS WITH O NE COAT OF PRIMER AND ONE COAT OF PAINT. THIS PAINTING SHALL BE DONE IN A PROFESSIONAL MANNER, COVER THE WHOLE PIPE AND FITTINGS (TOP & BOTTOM), A ND KEEP THE PAINT OFF THE SURROUNDING WALLS, FIXTURES, EQUIPMENT, FLOORS, WAL LS, & ETC.HANG GAS LINE USING CLEVIS HANGERS, ALL THREAD ROD, SIDE BEAM ATTACHMENTS OR EPOXY COATED INISTRUT CHANNEL, ALL THREAD ROD, S IDE BEAM ATTACHMENTS AND SECURE PIPE WITH UNISTRUT CLAMPS.1 2 3 4 5 P16 HEAT TRACING SCHEDULE 1 1= START OF CIRCUIT = FLOW OF HEAT TRACE RUN P.C. TO FURNISH -
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TRACING CIRCUIT= END OF HEAT 5634EDLREENIGNE O H A D I F O ETATN O S L E I N .A N ODROGSRETSIGERANOISSEFORP
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PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:SHEET TITLEConsulting Engineers This document and the ideas and designs incorporate d herein, as an instrument of professional service, i s the property of NIELSON ENGINEERING, INC. and is not to be used, in whole or in part,for any other project without the written authorization of an authorized representative of NIELSON ENGINEERING, INC. Unauthorized use will be prosecuted to the fullest extent of the Law.Copyright c 2019 by: NIELSON ENGINEERING, INC.Nielson Engineering, Inc.OWNERSHIP OF DOCUMENTSPocatello, Idaho 83201 PHONE (208) 232-2577156 North Twelfth Avenue FAX (208) 234-0918 FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY19303 MAVERIK REXBURG 195 P -2.2PLUMBING HEAT TRACE & GAS PLAN75 NORTH 2nd E REXBURG, IDAHOJanuary 2019
1/
4
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=
1
'
-
0
"
P-
2
.
2
1
PL
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P-2.2 KEY NOTES 1
E
X
I
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I
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G
G
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T
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M
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A
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B
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F
U
L
L
Y
F
U
N
C
T
IONAL. PROTECT DURING CONSTRUCTION. FIELD VERIFY LOCATION.2
T
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GAS LINE AT THIS APPROXIMATE LOCATION OR AT METER. FIELD VERIFY THE EXACT LOCATION & SIZE OF THE EXISITNG GAS LINE. VERIFY GAS LINE SIZE CONFORM S TO INTERNATIONAL FUEL GAS CODE AS PER LOADING AND DISTANCE. MAKE ANY PIPING M ODIFICATIONS AS NECESSARY TO MEET CODE.3
C
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,
P
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IDE AND INSTALL A GAS SHUTOFF VALVE, UNION AND MINIMUM OF A 6" DIRT LEG. ALL UNIONS SHALL BE ACCESSIBLE.4
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MANUFACTURER'S INSTALLATION INSTRUCTIONS. PIPE THE DRAIN FROM T&P VALVE TO INDIRECT WASTE TO THE MOP SINK. PROVIDE FACTORY START-UP. SEE DETAI L. SET DISCHARGE TEMPERATURE FROM THE HOT WATER HEATER AT 140°F.5
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S PIPING.6
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TS, 125°F TEMP. 175 FEET W/ 15 AMP. BREAKER) ON ALL DOMESTIC HOT WATER LINES. PRO VIDE AND INSTALL (1)HWAT-ECO CONTROLLER, TEMPERATURE MAINTENANCE. THE STARTING LOCATION OF THE HEAT TRACE IS AT THE HOT WATER OUTLET NIPPLE ON THE WATER HEATER. THE TERMINATING OF THE HEAT TRACE BRANCHES ARE OUT TO T HE HOT WATER PIPE FARTHEST BRANCH. THERE ARE 5 FINAL (TERMINATIONS) ENDS IN THIS SYSTEM. THE PLUMBING CONTRACTOR IS TO PROVIDE ALL THE HEAT TRAC E CABLE, ALL THE MATERIALS, AND ALL THE ACCESSORIES FOR A COMPLETE A ND FULLY FUNCTIONAL HEAT TRACE SYSTEM. HE IS TO INSTALL THIS SYSTEM IF LOCA L CODE PERMITS, ON ALL HOT WATER PIPING, AS SHOWN ON THIS SHEET. IF REQUIRED BY THE LOCAL CODES, THAT AN ELECTRICAL CONTRACTOR SHALL INSTALL ALL ELECTRICAL CABLES, THEN THE ELECTRICAL CONTRACTOR SHALL BE HIRED BY THE PLUMBIN G CONTRACTOR TO INSTALL THIS SYSTEM WITH ALL THE CABLES, THE CONNECTIONS, A ND PERFORM ALL THE TESTING OF THE SYSTEM AS PER THE MANUFACTURER'S RECOMMENDAT IONS
SC
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No. Date Description
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10
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17
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20
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PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:SHEET TITLEConsulting Engineers This document and the ideas and designs incorporate d herein, as an instrument of professional service, i s the property of NIELSON ENGINEERING, INC. and is not to be used, in whole or in part,for any other project without the written authorization of an authorized representative of NIELSON ENGINEERING, INC. Unauthorized use will be prosecuted to the fullest extent of the Law.Copyright c 2019 by: NIELSON ENGINEERING, INC.Nielson Engineering, Inc.OWNERSHIP OF DOCUMENTSPocatello, Idaho 83201 PHONE (208) 232-2577156 North Twelfth Avenue FAX (208) 234-0918 FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY19303 MAVERIK REXBURG 195 P -3.0PLUMBINGSCHEDULES,NOTES & DETAILS75 NORTH 2nd E REXBURG, IDAHOJanuary 2019
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PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:SHEET TITLEConsulting Engineers This document and the ideas and designs incorporate d herein, as an instrument of professional service, i s the property of NIELSON ENGINEERING, INC. and is not to be used, in whole or in part,for any other project without the written authorization of an authorized representative of NIELSON ENGINEERING, INC. Unauthorized use will be prosecuted to the fullest extent of the Law.Copyright c 2019 by: NIELSON ENGINEERING, INC.Nielson Engineering, Inc.OWNERSHIP OF DOCUMENTSPocatello, Idaho 83201 PHONE (208) 232-2577156 North Twelfth Avenue FAX (208) 234-0918 FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY19303 MAVERIK REXBURG 195 R -1.0REFRIGERATIONFLOOR PLAN75 NORTH 2nd E REXBURG, IDAHOJanuary 2019 1/4" = 1'-0"
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PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:SHEET TITLEConsulting Engineers This document and the ideas and designs incorporate d herein, as an instrument of professional service, i s the property of NIELSON ENGINEERING, INC. and is not to be used, in whole or in part,for any other project without the written authorization of an authorized representative of NIELSON ENGINEERING, INC. Unauthorized use will be prosecuted to the fullest extent of the Law.Copyright c 2019 by: NIELSON ENGINEERING, INC.Nielson Engineering, Inc.OWNERSHIP OF DOCUMENTSPocatello, Idaho 83201 PHONE (208) 232-2577156 North Twelfth Avenue FAX (208) 234-0918 FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY19303 MAVERIK REXBURG 195 R -D1REFRIGERATIONDETAILS75 NORTH 2nd E REXBURG, IDAHOJanuary 2019 SCALE:NONE R-D1CONDENSER MOUNTING DETAIL 1 SCALE:
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22GENERAL NOTES THE ELECTRICAL NETWORKS DESIGNED HEREIN ARE TO BE C ONSTRUCTED AS COMPLETE AND OPERABLE SYSTEMS. POWER, LIGHTING, AUX ILIARIES, ETC. SHALL BE BID AND INSTALLED WITH THIS INTENT AND PURPOSE. THE CONTRACTOR AND THE EQUIPMENT SUPPLIER SHALL READ ALL THE RELEVANT DOCUMENTS (ARCHITECTURAL, MECHANICAL AND ELECTRICAL) AND BECO ME FAMILIAR WITH THE TYPE OF CONSTRUCTION AND THE WORK TO BE ACCOMPLISHED. T HE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PURPOSE FOR WHICH THE PLA NS AND SPECIFICATIONS HAVE BEEN PREPARED; AS THE PLANS AND SPECIFICATIONS TOG ETHER COVER AND DEFINE THE INSTALLATION OF EACH SYSTEM AND THE TOTAL FACILITY. FOLLOW THE DOCUMENTS WITH THE INTENT AND PURPOSE TO PRODUCE A COMPLETE AND OP ERABLE ELECTRICAL FACILITY. SHOULD ANY ERROR, OMISSION OR CONFLICT EX IST IN EITHER OR BOTH THE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL NOTI FY THE ENGINEER BEFORE SUBMITTING HIS BID PRICE SO A CHANGE CAN BE ISSUED BEFORE THE BID DATE. OTHERWISE, THE CONTRACTOR AND/OR EQUIPMENT SUPPLIER SHALL SUPPLY THE PROPER MATERIALS AND LABOR TO INSTALL A COMPLETE AN D OPERABLE SYSTEM AT THEIR OWN EXPENSE. WHEN AN ELECTRICAL NETWORK IS CO MPLETE, TESTS SHALL BE MADE TO ESTABLISH THIS CONDITION. ANY INCOMPLETE SY STEM SHALL BE MADE OPERABLE.THIS PROJECT IS TO BE INSTALLED IN STRICT ACCORDANC E WITH LOCAL, STATE AND NEC CODES. IF AT ANYTIME DURING CONSTRUCTION OR THEREAFTER,SOMETHING IS FOUND TO BE INSTALLED IN VIOLATION OF THE "STATED CODES",IT SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE.GROUND THE ELECTRICAL NETWORK IN STRICT ACCORDANCE WITH LOCAL AND NATIONAL CODES.THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVID ING EQUIPMENT,MATERIALS AND LABOR FOR THE CONNECTION OF ALL EQUIP MENT SHOWN ON THE PLANS -
A
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, ETC.BEFORE ANY ELECTRICAL CONDUIT, BOXES, ETC. ARE COVE RED (GROUND,CEILINGS, WALLS, ETC.), THEY SHALL RECEIVE THE APPR OVAL OF THE AUTHORITY HAVING JURISDICTION. THE COST OF UNCOVERI NG AND REPLACEMENT OF THE ELECTRICAL WORK FOR INSPECTION P URPOSES WILL BE AT THE COST OF THE ELECTRICAL CONTRACTOR.ELECTRICAL CONTRACTOR SHALL PROVE MINIMUM CODE (NEC 110-16a) WORKING CLEARANCE BEFORE INSTALLING ANY ELECTRICAL PANELS O R CABINETS AND SHALL MOVE THE PANELS AT HIS EXPENSE IF REJECTED BY AN INSPECTOR. IF CLEARANCE IS IMPOSSIBLE, THE DESIGNER SHALL BE NOTI FIED IMMEDIATELY IN WRITING. THE CONTRACTOR SHALL ALSO PROTECT THE SPAC E ABOVE THE PANEL IN STRICT ACCORDANCE WITH NEC ARTICLE 110-26 (F).WHEN THE FACILITY IS COMPLETE AND BEEN IN FULL OPER ATION FOR 10 DAYS,THE "ELECTRICAL CONTRACTOR" SHALL RECORD THE UTILIT Y DEMAND READING AND VOLTAGE AND AMMETER (EACH PHASE) ON THE MAIN AN D SUB-FEEDERS.MECHANICAL EQUIPMENT (SHOWN IN THE MECHANICAL EQUIP MENT SCHEDULE),ETC. COMPLETE THE FORMS NOTED IN THE SPECIFICATIONS UNDER THE HEADING "TESTING AND FINALIZATION".BEFORE ROUGH-IN, THE CONTRACTOR SHALL ALLOW THE MOV EMENT OF ANY ELECTRICAL PANEL, DEVICE, LUMINAIRE, ETC. A DISTANC E OF 10 FEET WITHOUT REQUIRING A COST ADDITION TO THE PROJECT.SURE ALL CONDUIT TO THE STRUCTURE AS IT IS SET IN P LACE. DO NOT
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IT TO THE STRUCTURE IS 0FTEN FORGOTTEN AS THE WORK PROGRESSES. SEE SPECIFICATIONS FOR METHODS OF SUPPORT.TO ASSURE THE DEVICES ARE RIGIDLY SET, THE ELECTRIC AL CONTRACTOR SHALL SET ALL DEVICE BOXES IN STRICT ACCORDANCE WITH THE DETAIL 2/E-D1.REFER TO THE ARCHITECTURAL PLANS FOR BUILDING EQUIP MENT, CABINETS,FURNITURE, ETC., MECHANICAL DRAWINGS FOR EXACT LOCA TION OF ALL MECHANICAL EQUIPMENT, FUEL DRAWINGS FOR LOCATION OF FUEL EQUIPMENT,AND FOOD SERVICE DRAWINGS FOR LOCATION OF KITCHEN/C -STORE EQUIPMENT.NO ADDITIONS TO THE CONTRACT BID WILL BE ALLOWED FO R CHANGES MADE NECESSARY BY INTERFERENCE'S WITH OTHER WORK. NOR W ILL ANY EXTRA COST BE ALLOWED IF EQUIPMENT DIMENSIONS ARE LONGER THAN SPECIFIED AND/OR DIMENSIONED ON THE PLANS.LENGTHS OF FLEXIBLE CONDUIT GREATER THAN 48 INCHES SHALL NOT BE INSTALLED ON THIS PROJECT, EXCEPT WHIPS ON LUMINAIRES, WHICH MAY BE TWICE THAT LENGTH. FLEXIBLE CONDUIT SHALL NOT BE CONCEALED.ALL BATTERY POWERED LUMINAIRES SUCH AS EXIT SIGNS O R EMERGENCY LUMINAIRES, INDICATED ON THE DRAWINGS, SHALL BE CON NECTED TO THE UNSWITCHED LEG OF THE LIGHTING CIRCUIT FEEDING THAT AREA.ALL SURFACE MOUNTED FLUORESCENT LUMINAIRES SHALL BE MOUNTED ON CODE DEFINED SPACERS AND/OR HAVE BALLAST'S SUITABLE FOR MOUNTING ON LOW DENSITY TYPE CEILINGS. SUPPORT SURFACE MOUNTED LUMINAIRES AS INDICATED IN DETAIL 10/ED-1.INSTALL ALL LUMINAIRES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT IS IN PLACE. ARRANGE SO THAT ALL EQUIPMEN T IS ADEQUATELY ILLUMINATED.GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY POWER FO R JOB SITE. G.C.SHALL COORDINATE WITH THE UTILITY COMPANY AND THE E LECTRICAL CONTRACTOR AS TO THE FINAL CONNECTIONS TO BE MADE.PROVIDE AND INSTALL CONDUIT AND CONDUCTORS AS PER D RAWINGS AND SPECIFICATIONS. USE OF ENT (SMURF FLEX) TUBING AND MC CABLING (LENGTHS GREATER THAN 96") ARE PROHIBITED.UNDERGROUND RUNS OF CONDUIT GREATER THAN 160 FT. SH ALL RISE OUT OF CONCRETE WITH RIGID METAL CONDUIT ELBOW AND RISER.ALL OVERHEAD CONDUIT SUPPORTED WITHIN 1 1/2" OF MET AL ROOF DECK SHALL BE RIGID METAL CONDUIT PER NEC 300.4(E). THE CONTRACTOR SHA LL SECURE CONDUIT TO ROOF DECK IN ALL AREAS THAT HAVE OPEN CEILINGS (RETAIL, STORAGE, ETC.). THIS WILL REQUIRE THAT CONDUIT TO BE RIGID METAL.ALL CONDUIT PENETRATING C-STORE SLAB AND SUBJECT TO ABUSE, SHALL BE RIGID METAL FROM THE ELBOW BELOW THE SLAB TO THE FL OOR PENETRATION.PVC CONDUIT MAY BE INSTALLED BELOW THE SLAB FROM TH E RIGID METAL ELBOW TO THE PANEL.ALL EQUIPMENT RATED MORE THAN 120V SHALL HAVE A TWI ST LOCK RECEPTACLE ELECTRICAL CONNECTION.CONDUIT TO DEVICES AND J-BOXES AT RETAIL STOREFRONT SHALL BE INSTALLED BELOW GRADE TO AVOID PENETRATING STRUCTURAL ELEMENTS ABOV E WINDOWS AND DOORS (EXCEPTION: RECEPTACLES INSTALLED ABOVE WINDOWS AND EXIT SIGN ABOVE DOOR -COORDINATE THESE ITEMS WITH STRUCTURAL ELEMENTS TO DETERMINE BEST ROUTING, PRIOR TO ROUGH-IN.11368 P E E K S N I S .EAHCIMEREDTSIGERIGNEREENLANOISSEFOPRHAODIFOETATS L
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PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:SHEET TITLEConsulting Engineers This document and the ideas and designs incorporate d herein, as an instrument of professional service, i s the property of NIELSON ENGINEERING, INC. and is not to be used, in whole or in part,for any other project without the written authorization of an authorized representative of NIELSON ENGINEERING, INC. Unauthorized use will be prosecuted to the fullest extent of the Law.Copyright c 2019 by: NIELSON ENGINEERING, INC.Nielson Engineering, Inc.OWNERSHIP OF DOCUMENTSPocatello, Idaho 83201 PHONE (208) 232-2577156 North Twelfth Avenue FAX (208) 234-0918 FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY19303 MAVERIK REXBURG 195 E -1.0ELECTRICALNOTES AND SCHEDULES75 NORTH 2nd E REXBURG, IDAHOJanuary 2019
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PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:SHEET TITLEConsulting Engineers This document and the ideas and designs incorporate d herein, as an instrument of professional service, i s the property of NIELSON ENGINEERING, INC. and is not to be used, in whole or in part,for any other project without the written authorization of an authorized representative of NIELSON ENGINEERING, INC. Unauthorized use will be prosecuted to the fullest extent of the Law.Copyright c 2019 by: NIELSON ENGINEERING, INC.Nielson Engineering, Inc.OWNERSHIP OF DOCUMENTSPocatello, Idaho 83201 PHONE (208) 232-2577156 North Twelfth Avenue FAX (208) 234-0918 FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY19303 MAVERIK REXBURG 195 E -2.0ELECTRICALLIGHTING PLAN75 NORTH 2nd E REXBURG, IDAHOJanuary 2019
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PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:SHEET TITLEConsulting Engineers This document and the ideas and designs incorporate d herein, as an instrument of professional service, i s the property of NIELSON ENGINEERING, INC. and is not to be used, in whole or in part,for any other project without the written authorization of an authorized representative of NIELSON ENGINEERING, INC. Unauthorized use will be prosecuted to the fullest extent of the Law.Copyright c 2019 by: NIELSON ENGINEERING, INC.Nielson Engineering, Inc.OWNERSHIP OF DOCUMENTSPocatello, Idaho 83201 PHONE (208) 232-2577156 North Twelfth Avenue FAX (208) 234-0918 FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY19303 MAVERIK REXBURG 195 E -3.0ELECTRICALPOWER PLAN75 NORTH 2nd E REXBURG, IDAHOJanuary 2019
1/
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E-3.0 KEY NOTES 1 ROUTE POWER FOR THE ICE MAKER CONDENSING UNIT(17C) THROUGH ICE MAKER/CONTROLS(17A). COORDINATE WITH EQUIPMENT SUP PLIER AND VERIFY ALL ELECTRICAL CONNECTIONS PRIOR TO ROUGH-IN.2 VERIFY EXACT LOCATION OF KITCHEN EQUIPMENT PRIOR T O ROUGH-IN.3 PROVIDE AND INSTALL J-BOX AND 3/4" C. TO NETWORK R ACK FOR SECURITY SYSTEM.CONFIRM TYPE, STYLE AND LOCATIONS OF ALL SECURITY E QUIPMENT WITH EQUIPMENT SUPPLIER. PROVIDE AND INSTALL A CAT 6 CABLE IN 3/4 " CONDUIT. LEAVE 5FT SLACK CABLE AT J-BOX AND 15FT SLACK CABLE AT NETWORK RACK FOR OWNER TERMINATIONS.PROVIDE PENDANT CONDUIT DROP FROM J-BOX TO HEIGHT S PECIFIED BY OWNER'S REPRESENTATIVE. SECURITY EQUIPMENT WILL BE PROVIDE D AND INSTALLED BY OWNER.4 MOUNT RECEPTACLE IN TOE KICK OF MILLWORK. COVER P LATE FOR RECEPTACLE MUST MATCH COLOR OF TOE KICK. VERIFY COLOR OF BASE PRIO R TO DEVICE AND COVER PLATE INSTALLATION.5 E.C. SHALL PROVIDE AND INSTALL FLASHING, BOOTS AND WEATHER PROOFING FOR ALL PENETRATIONS THROUGH BUILDING, CONCRETE FOOTINGS/FO UNDATIONS OR SLABS.6 INSTALL AND SECURE ALL ELECTRICAL EQUIPMENT, LUMIN AIRES AS PER NEC CODES AND UBC TABLE FOR SEISMIC BRACING.7
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#
1
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GND BACK TO PANEL "B" FOR FUTURE EQUIPMENT.8
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TCHEN AND FOOD PREP AREA RECEPTACLES SHALL BE GFI PROTECTED PER NEC. ALSO, ALL RECEPTACLES WITHIN SIX FEET OF SINKS OR WATER BASINS SHALL BE GFI PROTECTE D PER NEC.9
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2 1-POLE 20 AMP BREAKERS FOR ICED TEA/COFFEE.10
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(
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20A). VERIFY EXACT LOCATION OF POWER CONNECTION, PRIOR TO ROUGH-IN.11
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(i.e. COOLERS, CONDENSERS AND FOOD SERVICE EQUIPMENT) WITH SUPPLIER PRIOR TO ROUGH-IN. NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS AND CHANGES.12
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LES FROM JACK TO NETWORK RACK.LEAVE 18" SLACK CABLE AT JACK AND 36" SLACK CABLE A T RACK.13
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DENSER ON GROUND (REF. E-3.3).14
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BREAKER.15
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EEZER(33) TO REMOTE CONDENSING UNIT(33A) ON GROUND. E.C. SHALL VERIFY ALL ELECTRICAL REQUIREMENTS PRIOR TO ROUGH IN.17
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L PAYMENT KIOSK IN CASHIER MILLWORK.18
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HOWN IN SCHEDULE ON E-3.4.19
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BLE CEILING SPACE FOR EMS CABLE. EMS CABLE WILL BE PROVIDED AND INSTALLED UN DER A SEPERATE CONTRACT.20
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EZER DOORS. CONFIRM ELECTRICAL REQUIREMENTS WITH EQUIPMENT SUPPLIER PRI OR TO ROUGH-IN.21
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PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:SHEET TITLEConsulting Engineers This document and the ideas and designs incorporate d herein, as an instrument of professional service, i s the property of NIELSON ENGINEERING, INC. and is not to be used, in whole or in part,for any other project without the written authorization of an authorized representative of NIELSON ENGINEERING, INC. Unauthorized use will be prosecuted to the fullest extent of the Law.Copyright c 2019 by: NIELSON ENGINEERING, INC.Nielson Engineering, Inc.OWNERSHIP OF DOCUMENTSPocatello, Idaho 83201 PHONE (208) 232-2577156 North Twelfth Avenue FAX (208) 234-0918 FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY19303 MAVERIK REXBURG 195 E -3.1ENLARGEDPOWER PLAN75 NORTH 2nd E REXBURG, IDAHOJanuary 2019E-3.1 KEY NOTES 1 PROVIDE AND INSTALL GROMMET TO ALLOW CABLES FOR SA FE TO PASS THROUGH MILLWORK TO SAFE.2 ROUTE ALL RECEPTACLES ON POS CIRCUIT THROUGH UPS U NIT.3 ALL CONDUITS IN CASH WRAP SHALL RISE UP FROM BELOW CASH WRAP FLOOR AND PENETRATE INTO BASE OF CABINET. ALL CONDUITS SHALL ENTER AT THE FURTHER MOST REAR OF THE CABINET AND EXTEND UP TO DEVICE. ALL WO RK SHALL BE PERFORMED IN A PROFESSIONAL MANNER FOR A CLEAN INSTALLATION.4 COORDINATE CONDUIT INSTALLATION WITH MILLWORK INST ALLER. SCHEDULE CONDUIT INSTALLATION MEETING PRIOR TO MILLWORK BEING SET.5 MOUNT ALL J-BOXES, RECEPTACLES, DATA OUTLETS, AND CONDUITS BETWEEN 1'-2" AND 1'-10" (ABOVE BASE OF CABINET).6 INSTALL CONDUIT, CABLING, AND EQUIPMENT FOR STORE INTERCOM. ROUTE INTERCOM WIRING TO PEDESTAL INTERCOM STATION ON COUNTER. PRO VIDE A COMPLETE SYSTEM.VERIFY EXACT LOCATION OF INTERCOM, PRIOR TO ROUGH-I N.7
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PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:SHEET TITLEConsulting Engineers This document and the ideas and designs incorporate d herein, as an instrument of professional service, i s the property of NIELSON ENGINEERING, INC. and is not to be used, in whole or in part,for any other project without the written authorization of an authorized representative of NIELSON ENGINEERING, INC. Unauthorized use will be prosecuted to the fullest extent of the Law.Copyright c 2019 by: NIELSON ENGINEERING, INC.Nielson Engineering, Inc.OWNERSHIP OF DOCUMENTSPocatello, Idaho 83201 PHONE (208) 232-2577156 North Twelfth Avenue FAX (208) 234-0918 FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY19303 MAVERIK REXBURG 195 E -3.3ELECTRICALROOF PLAN75 NORTH 2nd E REXBURG, IDAHOJanuary 2019
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E-3.3 KEY NOTES 1 PROVIDE AND INSTALL 3/4" CONDUIT FROM REMOTE CONDE NSING UNIT(33A) TO REACH IN FREEZER(33). VERIFY ALL ELECTRICAL REQUIREMENTS PR IOR TO ROUGH-IN.2 PROVIDE AND INSTALL A 1" C. WITH PULL CORD TO EVAP ORATOR ON DRINK WALL (REF.E-3.0).3 PROVIDE AND INSTALL 3/4" CONDUIT FROM REMOTE CONDE NSING UNIT TO CUBE ICE MAKER. VERIFY ALL ELECTRICAL REQUIREMENTS PRIOR TO ROUGH-IN.4 TIMER IN FREEZER/COOLERS SUPPLIED BY EQUIPMENT SUP PLIER. E.C. SHALL INSTALL AND MAKE ELECTRICAL CONNECTIONS AS PER EQUIPMENT SU PPLIER SPECIFICATIONS.VERIFY ALL ELECTRICAL REQUIREMENTS PRIOR TO ROUGH-I N.5 PROVIDE AND INSTALL 1/2" CONDUIT TO EQUIPMENT FAN COIL/CONTROL BOX.COORDINATE WITH EQUIPMENT SUPPLIER ALL CONTROL COND UIT REQUIRED.6 ROUTE POWER FOR THE ICE MAKER CONDENSING UNIT THRO UGH ICE MAKER/CONTROLS.COORDINATE WITH EQUIPMENT SUPPLIER AND VERIFY ALL E LECTRICAL CONNECTIONS PRIOR TO ROUGH-IN.7 ROUTE CIRCUIT THROUGH LIGHTING CONTACTOR.8
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TO ROUGH IN. SEE SIGN ELEVATION SHOWN IN DETAIL 1/E-2.0. CONFIRM EXACT S IGN LOCATION WITH SIGN VENDER PRIOR TO ROUGH-IN.9
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MENT NAME" AND "CIRCUIT NUMBER" FOR EACH PIECE OF MECHANICAL OR REFRIGERATI ON EQUIPMENT.10
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BOX (WHERE NOTED), TO ACCESSIBLE CEILING SPACE IN STORE. EMS CABLE WILL BE PROVIDED AND INSTALL UNDER A SEPERATE CONTRACT.11
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MENT.12
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BBASE THERMOSTAT AT OVENS.MOUNT THERMOSTAT INSIDE HOOD AS SHOWN IN DETAIL B O N MECHANICAL SHEET M-1.1.THIS THERMOSTAT IS TO CONTROL EXHAUST FAN ON TEMPER ATURE RISE. EXHAUST FAN DISCONNECT, DAMPER MOTOR AND SPEED CONTROL ARE PROV IDED BY M.C. E.C. SHALL PROVIDE AND INSTALL ALL CONDUIT , J-BOXES AND CONDU CTORS FOR A COMPLETE AND OPERATIONAL SYSTEM. SEE SHEET E-3.0 FOR THERMOSTAT LOCATION.13
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ENSOR POWER PACKS. SEE DETAIL 1/E-2.0 FOR FAN AND LIGHTING CONTROL.14
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WIRING SCHEMATIC. VERIFY ALL ELECTRICAL CONNECTIONS AND SCHEMATICS WITH EQUIPMEN T SUPPLIER PRIOR TO ROUGH-IN.
9
N
No. Date Description
212G
4
IT
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CONDUIT/CONDUCTOR
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VLTG AMP ΙΈ H.P.WATTS CONNECTION GFI CIRCUIT POLE BRKRREMARKSELECTRICALEQUIPMENT SCHEDULE
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DR
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120 NEMA 5-20 1 20 30G 30G312G212G212G20G212G212G 212G 212G30G30G20G
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14 15 16
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PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:SHEET TITLEConsulting Engineers This document and the ideas and designs incorporate d herein, as an instrument of professional service, i s the property of NIELSON ENGINEERING, INC. and is not to be used, in whole or in part,for any other project without the written authorization of an authorized representative of NIELSON ENGINEERING, INC. Unauthorized use will be prosecuted to the fullest extent of the Law.Copyright c 2019 by: NIELSON ENGINEERING, INC.Nielson Engineering, Inc.OWNERSHIP OF DOCUMENTSPocatello, Idaho 83201 PHONE (208) 232-2577156 North Twelfth Avenue FAX (208) 234-0918 FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY19303 MAVERIK REXBURG 195 E -3.4EQUIPMENT &PANEL SCHEDULE75 NORTH 2nd E REXBURG, IDAHOJanuary 2019
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PHONE: (801 ) 936-1343PROJECT NUMBER ISSUE DATE:REVISIONS:SHEET TITLEConsulting Engineers This document and the ideas and designs incorporate d herein, as an instrument of professional service, i s the property of NIELSON ENGINEERING, INC. and is not to be used, in whole or in part,for any other project without the written authorization of an authorized representative of NIELSON ENGINEERING, INC. Unauthorized use will be prosecuted to the fullest extent of the Law.Copyright c 2019 by: NIELSON ENGINEERING, INC.Nielson Engineering, Inc.OWNERSHIP OF DOCUMENTSPocatello, Idaho 83201 PHONE (208) 232-2577156 North Twelfth Avenue FAX (208) 234-0918 FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY -FOR REVIEW AND PERMIT ONLY19303 MAVERIK REXBURG 195 E -D1ELECTRICALDETAILS75 NORTH 2nd E REXBURG, IDAHOJanuary 2019
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