Addendum 1, 2021-07-01_Police Search Building_Narrative__and_Drawings_Add A
Addendum A
1
CITY OF KALISPELL
POLICE SEARCH BUILDING
KALISPELL, MONTANA
ADDENDUM A
Issued: 7/2/2021
JACKOLA ENGINEERING & ARCHITECTURE, P.C.
P.O. BOX 1134
KALISPELL, MONTANA 59903
406.755.3208 voice
406.755.3218 fax
Project No. 200204
Addendum A
2
Permit Drawings Dated April 1, 2021.
This Addendum constitutes one part of the Contract Documents and shall be
incorporated by reference in both the Contractor’s Bid and the Construction
Contract. Where provisions of the following differ from those of the original
Contract Documents, this Addendum shall govern and take precedence:
FRONT END DOCUMENTS
Item 1: 00100 – 2 INVITATION FOR BIDS
a. Replace number of days that "No bid shall be withdrawn after the
opening of bids for a period of sixty (60) days" to thirty (30) days.
Item 2: 00300 – 1 BID CONDITIONS
a. Replace number of days that "Bid will remain subject to
acceptance for sixty (60) days after Bid opening" to thirty (30)
days.
DRAWINGS
Item 1: Sheet C0.10 – EXISTING SITE SURVEY AND DEMO PLAN
a. Update demo area.
Item 2: Sheet C1.10 – COMBINED SITE AND UTILITY PLAN
a. Update keynotes.
b. Change catch basin inverts.
c. Remove downspout connection to storm drain.
d. Add INSERTA TEE connection to storm drain per COK.
Item 3: Sheet C1.30 – SITE GRADING PLAN
a. Adjust grading at south and west side of building.
b. Add concrete valley to south.
Item 4: Sheet C2.00 – GENERAL NOTES AND DETAILS
a. Added details 1 and 4.
b. Updated details 5, 6 and 7.
Item 5: Sheet P1.00 – UNDERFLOOR PLUMBING PLAN
a. Mop sink (MS-1) routed to sand oil separator and new floor
cleanout added for mop sink in mechanical room.
b. Trap primer supply lines added to all floor drains.
c. Updated keynotes.
Item 6: Sheet P1.10 – LEVEL 1 PLUMBING SUPPLY PLAN
a. Mechanical trap primer valve added in mechanical ro om.
b. Added keynote 6.
Item 7: Sheet P7.00 – PLUMBING DETAILS
a. Added details 1 and 11.
Item 8: Sheet P8.00 – PLUMBING SCHEDULES
a. Updated EWS-1 model number.
Addendum A
3
b. Changed floor drain FD-1.
Item 9: Sheet E1.10 – LEVEL 1 LIGHTING PLAN
a. Changed “E2” exit sign + egress lamp combo to match exit sign
“E1” with no egress lamps, in mechanical room.
b. Corrected mislabeled “L1” battery backup to “L1E” in mechanical
room.
c. Corrected north “WP2” exterior fixture symbol to be bold to
match other fixture and schedule indicating egress fixture.
Item 10: Sheet E2.10 – LEVEL 1 POWER AND SYSTEMS PLAN
a. Clarified keynote 5 scope of work associated with security camera
install.
b. Identified Hand-Off-Auto location.
c. Shown mechanical equipment to be controlled by H.O.A. for
reference.
d. Included keynotes and associated power/conduit for equipment to
further define scope of work.
Item 11: Sheet E2.20 – LEVEL 2 POWER AND SYSTEMS PLAN
a. Removed EF-1 homerun, as it is now shown from H.O.A. switch
location.
b. Added keynote for equipment coordination and material to
reference.
Item 12: Sheet E7.00 – ELECTRICAL DETAILS
a. Included Hand-Off-Auto detail.
Item 13: Sheet E8.00 – ELECTRICAL SCHEDULES
a. Removed “E2” fixture from basis of design lighting fixture
schedule.
b. Changed Circuit P1-16 to include H.O.A. verbiage.
Added Spare to unidentified P1-14 location.
SPECIFICATIONS
Item 1: Sectional Doors – 08 3613.2.02.B
a. Door Panels: Steel construction; outer steel sheet of 27 gage,
0.016 inch minimum thickness, flush profile; inner steel sheet of
28 gage, 0.015 inch minimum thickness, flat profile; core
reinforcement 1-3/4 inch sheet steel roll formed to channel
shape, rabbeted weather joints at meeting rails; polyurethane
insulation.
Item 2: Sectional Doors – 08 3613.2.04.E.1.a
a. Liftmaster H51L5 (Commercial use).
4.
3.
2.
1.
GENERAL CONDITIONS GENERAL NOTES
1. CONTRACTOR TO REVIEW AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO
COMMENCING WORK. ANY CONDITIONS NOT INDICATED ON CONTRACT DOCUMENTS ARE TO BE
REPORTED TO THE ARCHITECT PRIOR TO BEGINNING WORK.
2. CONTRACTOR TO CONTACT LOCAL UTILITIES, IF NECESSARY, SUBMIT ALL APPLICABLE PERMIT
DOCUMENTS, QUALIFICATIONS, ETC., AND BE RESPONSIBLE FOR ALL FEES ASSOCIATED WITH
PERMITS, UTILITY EXTENSIONS, TAP-INS, ETC.
3. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AS A RESULT OF THIS PROJECT.
4. THE CONTRACTOR SHALL SCHEDULE HIS WORK AND MATERIAL AND EQUIPMENT DELIVERIES SO
AS NOT TO INTERFERE WITH THE DAILY OPERATIONS OF THE REMAINDER OF THE FACILITY.
5. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, EQUIPMENT, FIXTURES, ETC. FROM
DAMAGE DURING THE COURSE OF CONSTRUCTION.
6. ALL SURFACES AND/OR FINISHES DAMAGED AS A RESULT OF AND ADJACENT TO THE WORK
SHALL BE REPAIRED AND FINISHED TO THEIR ORIGINAL CONDITION.
7. EACH SUBCONTRACTOR IS RESPONSIBLE TO COORDINATE AND SCHEDULE HIS WORK WITH THE
GENERAL CONTRACTOR AND ALL OTHER SUBCONTRACTORS WHOSE WORK WILL BE AFFECTED.
8. USE DETAILS MARKED 'TYPICAL' (TYP) WHEREVER APPLICABLE.
9. ALL ITEMS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS SHALL BE PERFORMED IN A
WORKMANLIKE MANNER BY PERSONS SKILLED IN THEIR RESPECTIVE TRADE AND WHO NORMALLY
PARTICIPATE IN THE WORK OF THAT TRADE.
10. WORDS WHICH HAVE WELL KNOWN TECHNICAL OR TRADE MEANINGS ARE USED IN THE
DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH SUCH RECOGNIZED MEANINGS.
11. WITHIN THE DRAWINGS AND RELATED SPECIFICATIONS THERE SHALL BE THE FOLLOWING
PRECEDENCE:
A) ADDENDA OR MODIFICATIONS TO THE DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE OVER
THE ORIGINAL, WHEN ISSUED BY THE ARCHITECT.
B) SPECIFICATIONS SHALL TAKE PRECEDENCE OVER DRAWINGS.
C) WITHIN THE DRAWINGS THE LARGER SCALE TAKES PRECEDENCE OVER THE SMALLER, FIGURED
DIMENSIONS OVER SCALED AND NOTED MATERIALS OVER GRAPHIC INDICATIONS.
12. THE ARCHITECT OR ENGINEER SHALL BE IN THE FIRST INSTANCE THE SOLE INTERPRETER OF THE
DRAWINGS AND SPECIFICATIONS WITH REGARD TO THEIR MEANING OR INTENT.
13. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES AND PROCEDURES.
14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY DURING BUILDING
CONSTRUCTION.
THE GENERAL CONTRACTOR IS TO GUARANTEE ALL WORK
INCLUDING WORK DONE BY SUBCONTRACTORS FOR A PERIOD
COMMENCING WITH THE SUBSTANTIAL COMPLETION OF THE
CONTRACT. ALL GUARANTEES/WARANTIES BEGIN AT SUBSTATIAL
COMPLETION AND EXTEND FOR THE IDENTIFIED DURATION FROM
FINAL ACCEPTANCE. BUILDING 1 YEAR, ROOF 2 YEARS
ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL GOV-
ERNING CODES, ORDINANCES AND AUTHORITIES HAVING
JURISDICTION. GENERAL CONTRACTOR IS RESPONSIBLE FOR
OBTAINING AND PAYING FOR ALL REQUIRED BUILDING PERMITS.
THE GENERAL CONTRACTOR IS TO HAVE A FULL TIME QUALIFIED
SUPERVISOR ON THE SITE AT ALL TIMES WHILE WORK IS BEING
PERFORMED.
ALL MATERIAL SPECIFIED IS TO BE NEW & INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND
SPECIFICATIONS. GENERAL CONTRACTOR IS TO CONSTRUCT
PROJECT IN ACCORDANCE WITH THE DOCUMENTS. ANY DEVIATION
FROM THE INTENT OF THE DOCUMENTS, WITHOUT ARCHITECT OR
ENGINEER'S APPROVAL, ARE AT THE CONTRACTOR'S OWN RISK AND
MAY RESULT IN THE WORK BEING DONE OVER AT CONTRACTOR'S
EXPENSE (MATERIALS AND LABOR).
DATE:
JACKOLA ENGR. & ARCH., P.C.
WITHOUT THE WRITTEN CONSENT OF
MAY NOT BE USED OR REPRODUCED
IS PROPRIETARY. THIS DOCUMENT
THE INFORMATION CONTAINED HEREIN
REVISIONS:
FOR PERMIT
KALISPELL
406-755-3208
#
BOZEMAN
406-586-0707
VANCOUVER
360-852-8746
DRAWN:CHECKED:
info@jackola.com jackola.com
T0.00
4/1/2021
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POLICE SEARCH BUILDING
PROJECT INFORMATION:
SHEET INDEX
NUMBER NAME ISSUE DATE REVISION
TITLE
T0.00 TITLE SHEET 4/1/2021 A
T0.10 CODE REVIEW 4/1/2021
CIVIL
C000 GENERAL CIVIL INFORMATION 4/1/2021
C010 EXISTING SITE SURVEY AND DEMO PLAN 4/1/2021 A
C110 SITE AND UTILITY PLAN 4/1/2021 A
C130 SITE GRADING PLAN 4/1/2021 A
C200 GENERAL NOTES AND DETAILS 4/1/2021 A
ARCHITECTURAL
A0.0 ARCHITECTURAL NOTES 4/1/2021
A1.00 LEVEL 1 FLOOR PLAN 4/1/2021
A1.20 MEZZANINE LEVEL PLAN 4/1/2021
A2.00 LEVEL 1 REFLECTED CEILING PLAN 4/1/2021
A2.10 MEZZANINE LEVEL REFLECTED CEILING PLAN 4/1/2021
A3.00 ROOF PLAN 4/1/2021
A3.10 ROOF DETAILS 4/1/2021
A4.00 EXTERIOR ELEVATIONS 4/1/2021
A5.00 BUILDING SECTIONS 4/1/2021
A6.00 WALL SECTIONS 4/1/2021
A7.00 FLOOR FINISH PLAN 4/1/2021
A7.10 INTERIOR ELEVATIONS 4/1/2021
A8.00 DOOR AND WINDOW SCHEDULE AND DETAILS 4/1/2021
STRUCTURAL
S0.00 STRUCTURAL NOTES 4/1/2021
S1.00 FOUNDATION PLAN 4/1/2021
S2.00 MEZZANINE FLOOR FRAMING PLAN 4/1/2021
S2.10 ROOF FRAMING PLAN 4/1/2021
S3.00 SHEAR PLAN 4/1/2021
S4.00 FOUNDATION DETAILS 4/1/2021
S4.10 FRAMING DETAILS 4/1/2021
S4.20 SHEAR DETAILS 4/1/2021
MECHANICAL
M0.00 MECHANICAL TITLE SHEET 4/1/2021
M1.10 LEVEL 1 HVAC PLAN 4/1/2021
M7.00 MECHANICAL DETAILS 4/1/2021
M8.00 MECHANICAL SCHEDULES 4/1/2021
PLUMBING
P0.00 PLUMBING TITLE SHEET 4/1/2021
P1.00 UNDERFLOOR PLUMBING PLAN 4/1/2021 A
P1.10 LEVEL 1 PLUMBING SUPPLY PLAN 4/1/2021 A
P2.10 LEVEL 1 WASTE & VENT PLAN 4/1/2021
P3.00 ROOF PLUMBING PLAN 4/1/2021
P7.00 PLUMBING DETAILS 4/1/2021 A
P8.00 PLUMBING SCHEDULES 4/1/2021 A
ELECTRICAL
E0.00 ELECTRICAL TITLE SHEET 4/1/2021
E0.10 ELECTRICAL SITE PLAN 4/1/2021
E1.10 LEVEL 1 LIGHTING PLAN 4/1/2021 A
E1.20 LEVEL 2 LIGHTING PLAN 4/1/2021
E2.10 LEVEL 1 POWER AND SYSTEMS PLAN 4/1/2021 A
E2.20 LEVEL 2 POWER AND SYSTEMS PLAN 4/1/2021 A
E5.00 ELECTRICAL DIAGRAMS 4/1/2021
E7.00 ELECTRICAL DETAILS 4/1/2021 A
E8.00 ELECTRICAL SCHEDULES 4/1/2021
SIT E
OWNER/DEVELOPER DESIGN PROFESSIONAL BUILDING DEPARTMENT
KALISPELL BUILDING DEPARTMENT
201 1ST AVE E
KALISPELL, MT 59901
ATTN: JEFF CLAWSON
EMAIL: JCLAWSON@KALISPELL.COM
TEL: (406) 785-7730
JACKOLA ENGINEERING & ARCHITECTURE, P.C.
2250 HWY. 93 SOUTH
PO BOX 1134
KALISPELL, MT 59903
ARCHITECT: MELISSA STEINER
CIVIL ENGINEER: ERIK GARBERG
STRUCTURAL ENGINEER: ERIK GARBERG
MECHANICAL ENGINEER: COURTNEY CARRIER
SURVEYOR: SAM DUGUAY
CITY OF KALISPELL
312 1ST AVE E
KALISPELL, MT 59901
ATTN: DOUG OVERMAN
EMAIL: doverman@kalispell.com
TEL: (406) 253.4633
CITY OF KALISPELL
1ST AVE WEST
KALISPELL, MT 59901
SITE LOCATION:
A ADDENDUM 7/2/2021
MELISSA
KATHLEEN
STEINER
13707
SN
E D
ECIL
ARCHIT
E
CT
ANS
T
ATEOFM O N TA
BOZEMAN,
MT
GM
GM
SS
CB
CB
CB
SD
6" PVC
SD
CB
CB
W
SD
XSDCB-1
XSDMH-01
XSDCB-02
XOS-01
XSDCB-03
XSSMH-02
C
C
EM
6"
S
T
O
R
M
P
V
C
8" ST
O
R
M
P
V
C
8" STORM PV
C
6"
S
T
O
R
M
P
V
C
6
"
S
T
O
R
M
P
V
C
4"
S
T
O
R
M
P
V
C
30" SEWER RCP
30" SEWER RCP
30" SEWER RCP
EXISTING
BUILDING
EXISTING
BUILDING
29
3
0
2930
2
9
3
0
2930
2
9
3
0
2931
29
3
1
293
1
NEW BUILDING FOOTPRINT
SHOWN FOR REFERENCE
1
1
2
POINT COORDINATE TABLE
POINT
1
2
3
5
NORTHING
1470504.07
1470586.48
1470358.74
1470571.83
EASTING
795854.26
795857.86
795844.96
795788.25
ELEVATION
2930.63
2930.98
2930.26
2930.62
DESCRIPTION
NAIL
NAIL
NAIL
NAIL
BASIS OF SURVEY:
BASIS OF BEARINGS IS PER CITY OF KALISPELL UTILITY MAP UTILZING
SEWER MANHOLES XSSMH-01 AND XSSMH-02 AS A BASIS.
ELEVATION DATUM IS PER CITY OF KALISPELL UTILITY MAP ELEVATION
AT SEWER MANHOLE XSSMH-02.
COORDINATE SYSTEM IS PER CITY OF KALISPELL UTILITY MAP UTILIZING
SEWER MANHOLES XSSMH-01 AND XSSMH-02 AS A BASIS.
SURVEY NOTES:1.UTILITIES ARE SHOWN BASED ON THE SITE SURVEY
PERFORMED BY JACKOLA ENGINEERING AND ARCHITECTURE
ON 02/04/2020. UNDERGROUND CABLE, GAS, AND ELECTRICUTILITIES WERE SURVEYED BASED ON UTILITY MARKINGS
PROVIDED BY OTHERS. OVERHEAD POWER WAS MARKEDBASED ON OBSERVABLE POLES AND WIRES. SEWER, WATER,
AND STORM ON FIRST AVENUE WEST WERE NOT MARKEDPRIOR TO THE FIELD SURVEY. THESE UTILITIES ARE SHOWN ASAPPROXIMATE AND ARE BASED ON OBSERVABLE MANHOLES,HYDRANTS, AND VALVES AS WELL AS GIS DRAWINGS PROVIDEDBY THE CITY OF KALISPELL.
2.PRIVATE UTILITIES WERE NOT LOCATED PRIOR TO THE FIELDSURVEY.
DEMO NOTES:
1.NEATLY SAWCUT, REMOVE, AND PROPERLY DISPOSE OF EXISTING
ASPHALT.
2.REMOVE AND STOCKPILE CLEAN GRAVEL FOR RE-USE.
#
SEWER STRUCTURE TABLE:
XSSMH-01
RIM: 2931.25'
IE OUT: 2925.74'
XSSMH-02
RIM: 2929.89'
IE IN:2923.84'
STORM STRUCTURE TABLE:
XSDCB-01
RIM: 2929.94'
XSDCB-02
RIM: 2930.17'
IE OUT:2926.34'
XSDCB-03
RIM: 2929.65'
IE IN:2925.88'
XSDMH-01
RIM: 2930.40'
XOS-01
RIM: 2930.21'
IE OUT:2927.38'
GM
GM
SS
SD
W
SD
XOS-01
XSSMH-02
C
EM
8" STORM PVC
4" S
T
O
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P
V
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30" SEWER RCP 30" SEWER RCP
EXISTINGBUILDING
29
3
0
2930
2
9
3
0
2930
2
1
DATE:
JACKOLA ENGR. & ARCH., P.C.
WITHOUT THE WRITTEN CONSENT OF
MAY NOT BE USED OR REPRODUCED
IS PROPRIETARY. THIS DOCUMENT
THE INFORMATION CONTAINED HEREIN
REVISIONS:
KALISPELL
406-755-3208
#
BOZEMAN
406-586-0707
VANCOUVER
360-852-8746
DRAWN:CHECKED:
info@jackola.com jackola.com
PR
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No.14108 PE
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ANANOM**
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FOR PERMIT
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EDGJAC
EXISTING SITE
SURVEY AND
DEMO PLAN
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EXISTING SITE SURVEY AND DEMO PLAN11" = 10'5-5 10 20
SCALE: 1" =
0
10'
UTILITY CONNECTION DEMO PLAN21" = 30'15-15 30 60
SCALE: 1" =
0
30'
ADDENDUM 7/2/2021A
A
GM
GM
SS
CB
CB
CB
6" PVC
SD
CB
CB
W
SD
XSDCB-1
XSDMH-01
XSDCB-02
XOS-01
XSDCB-03
XSSMH-02
C
C
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8" STO
R
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P
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8" STORM PVC
6"
S
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P
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6
"
S
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P
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8" STORM PVC
4"
S
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O
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M
P
V
C
30" SEWER RCP
30" SEWER RCP
30" SEWER RCP
EXISTING
BUILDING
EXISTING
BUILDING
29
3
0
2930
2
9
3
0
2930
2
9
3
0
2931
29
3
1
293
1
NEW BUILDING
FF: 2930.8'
W
W
co
UPUPUPUPUPUP
UPUP
UP
UP
F
O
FO
FO
FO
EM
GGGGGGGGGGGGGGGG
G
G
CB
GM
W
2
2
4 4 4
9
5
4
3
11
8
7
1312
1
1
1
7.
0
0
'
5.
0
0
'
8.15'3.85'
5.00'
1"
W
A
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S
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R
V
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4"
S
E
W
E
R
S
E
R
V
I
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4"
S
T
O
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M
C2.00
4
C2.00
3
C2.00
3C2.00
4
6
10
CB-01RIM ELEV. = 2930.30'
(W) 4" IE OUT = 2929.30'
SUMP = 2927.30'
GM
GM
SS
SD
W
SD
XOS-01
XSSMH-02
C
EM
8" STORM PVC
4" S
T
O
R
M
P
V
C
30" SEWER RCP 30" SEWER RCP
EXISTINGBUILDING
29
3
0
2930
2
9
3
0
2930
NEW BUILDING
FF: 2930.8'
co
UPUP
UP
FO
EM
GGGGGGGGGGGGG
G
CB
GM
W
111
7.0
0
'
5.0
0
'
8.15'3.85'
5.00'
KEYNOTES:
1.NEW ASPHALT SECTION TO MATCH EXISTING.
2.NEW 5" THICK CONCRETE SLAB, REFER TO
STRUCTURAL DRAWINGS.
3.VALLEY GUTTER PER DTL. 1/C2.00.
4.NEW BOLLARD PER DTL. 2/C2.00.
5.WATER METER PIT PER DTL. 6/C2.00.
6.WATER SERVICE CONNECTION PER DTL. 5/C2.00.
7.4" SEWER SERVICE OFF EXISTING SEWER MAIN PER
DTL. 7/C2.00.
8.SANITARY SEWER CLEAN-OUT PER DTL. 8/C2.00.
9.NEW STORM CATCH BASIN PER DTL. 9/C2.00.
10.INSERTA-TEE CONNECTION TO EXISTING STORM
MAIN PER CITY OF KALISPELL. CONTRACTOR TO
FIELD VERIFY DEPTH AND ALIGNMENT.
11.3/4" GAS SERVICE WITH GAS METER, COORDINATE
WITH UTILITY.
12.3" UNDERGROUND POWER WITH ELECTRIC METER.
13.2" CONDUIT FOR FUTURE COMMUNICATION
CONNECTION.
GENERAL NOTES:
1.PATCH ASPHALT AS REQUIRED FOR NEW UTILITY
CONNECTIONS.
2.CONTRACTOR TO FIELD VERIFY ELEVATIONS AND
NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR
TO INSTALLATION.
#
DATE:
JACKOLA ENGR. & ARCH., P.C.
WITHOUT THE WRITTEN CONSENT OF
MAY NOT BE USED OR REPRODUCED
IS PROPRIETARY. THIS DOCUMENT
THE INFORMATION CONTAINED HEREIN
REVISIONS:
KALISPELL
406-755-3208
#
BOZEMAN
406-586-0707
VANCOUVER
360-852-8746
DRAWN:CHECKED:
info@jackola.com jackola.com
PR
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#
:
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No.14108 PE
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P
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ANANOM**
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LANO E
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EDGEMS
SITE AND UTILITY
PLAN
KA
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5
9
9
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1
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T
A
V
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W
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E
A
R
C
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SITE AND UTILITY PLAN11" = 10'5-5 10 20
SCALE: 1" =
0
10'
UTILITY CONNECTION PLAN21" = 30'15-15 30 60
SCALE: 1" =
0
30'
ADDENDUM 7/2/2021A
A
A
GM
GM
SS
CB
CB
CB
SD
SD
CB
CB
W
SD
C
C
EM
EXISTING
BUILDING
EXISTING
BUILDING
29
3
0
2930
2
9
3
0
2930
2
9
3
0
2931
29
3
1
293
1
NEW BUILDING
FF: 2930.8'
CB
2930
2930
2930
29312931293129312931
29
3
1
293
1
2930
293
1
293
0
.
8
0
293
0
.
8
0
29
3
0
.
8
0
293
0
.
8
0
29
3
0
.
3
0
-3
.
3
%
293
0
.
6
6
293
0
.
6
6
29
3
0
.
7
0
29
3
0
.
0
4
29
3
0
.
4
0
VA
L
L
E
Y
29
3
0
.
7
0
29
3
0
.
7
0
2930
.
8
0
2930
.
8
0
-0
.
8
%
MAT
C
H
E
X
I
S
T
I
N
G
MA
T
C
H
E
X
I
S
T
I
N
G
MA
T
C
H
E
X
I
S
T
I
N
G
MA
T
C
H
E
X
I
S
T
I
N
G
MAT
C
H
E
X
I
S
T
I
N
G
MA
T
C
H
E
X
I
S
T
I
N
G
MA
T
C
H
E
X
I
S
T
I
N
G
MATC
H
E
X
I
S
T
I
N
G
MATC
H
E
X
I
S
T
I
N
G
MATC
H
E
X
I
S
T
I
N
G
MATC
H
E
X
I
S
T
I
N
G
29
3
0
.
0
0
293
0
.
0
2
293
0
.
4
1
2
9
3
0
.
4
4
29
3
0
.
2
5
2
9
3
0
.
2
0
293
0
.
2
4
MA
T
C
H
E
X
I
S
T
I
N
G
29
3
0
29
3
0
29
3
1
2
9
3
0
2
9
3
0
2
9
3
0
2930
2930
2930
29
3
0
2
9
3
0
293
0
293
0
29
3
0
2930
2930
2
9
3
0
2930
2930.0
293
0
.
1
293
0
.
2
293
0
.
3
29
3
0
.
4
29
3
0
.
5
29
3
0
.
6
29
3
0
.
4
2930.5
2930.6
2930.7
2930.12930
.
2
2930.
3
2930.4
29
3
0
.
5
2
9
3
0
.
6
2
9
3
0
.
7
-3.1%
1.
4
%
-3
.
2
%
-2
.
0
%
-3.5%
-3.4%
2930
.
8
0
2930
.
4
0
2930
.
2
8
293
0
.
1
4
LEGEND:
EXISTING SPOT GRADE
DESIGN SPOT GRADE
DESIGN TBC SPOT GRADE
2979.04(e)
2979.73
(2980.23)
GM
GM
SS
SD
W
SD
C
EM
EXISTINGBUILDING
29
3
0
2930
2
9
3
0
2930
NEW BUILDING
FF: 2930.8'
CB
2930
2930
VA
L
L
E
Y
MATCH EXISTING ELEVATIONS
ALONG ASPHALT/GRAVEL PATCH
293
0
293
0
29
3
0
2930
293
0
29
3
0
2930
2930
293
0
2930
2930
29
3
0
2930
2930.0
2930
.
1
2930
.
2
293
0
.
3
293
0
.
4
293
0
.
5
293
0
.
6
29
3
0
.
4
2930.5
2930.6
2930.7
2930.12930.2
2930.3
2930.4
293
0
.
5
29
3
0
.
6
29
3
0
.
7
-3.1%
1.4
%
-3.
2
%
-2
.
0
%
-3.5%
-3.4%
DATE:
JACKOLA ENGR. & ARCH., P.C.
WITHOUT THE WRITTEN CONSENT OF
MAY NOT BE USED OR REPRODUCED
IS PROPRIETARY. THIS DOCUMENT
THE INFORMATION CONTAINED HEREIN
REVISIONS:
KALISPELL
406-755-3208
#
BOZEMAN
406-586-0707
VANCOUVER
360-852-8746
DRAWN:CHECKED:
info@jackola.com jackola.com
PR
O
J
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#
:
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No.14108 PE
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P
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ANANOM**
F
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ISS
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LANO E
REENIGN
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C1.3020
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4/1/2021
EDGJAC
SITE GRADING
PLAN
KA
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9
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SITE GRADING PLAN11" = 10'10-10 20 40
SCALE: 1" =
0
20'
ADDENDUM 7/2/2021A
UTILITY CONNECTION GRADING PLAN21" = 30'15-15 30 60
SCALE: 1" =
0
30'
A
NOTES:
1.1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT EACH POINT OF CURVATURE AND POINT OF TANGENCY.
2.CONTRACTION JOINTS SHALL BE PLACED AT EVERY 10' OF CURB LENGTH AND SHALL HAVE A MINIMUM DEPTH OF 1-1/2" AND A
MINIMUM WIDTH OF 1/8". CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. A TOOL SHALL BE USED WHICH
WILL LEAVE CORNERS ROUNDED AND DESTROY AGGREGATE INTERLOCK FOR THE SPECIFIED MINIMUM DEPTH.
3.EXPOSED EDGES SHALL BE FINISHED TO A RADIUS OF 1/4".
4.CONCRETE SHALL BE M-4000 WITH 3/4" MAXIMUM AGGREGATE, MINIMUM 28-DAY STRENGTH OF 4000 PSI, 6%+ 1 1/2% AIR
ENTRAINMENT, AND MAXIMUM SLUMP OF 4".
5.INDIVIDUAL CONTRACTORS FORMS MAY VARY SLIGHTLY FROM THIS PATTERN. PATTERNS DIFFERING MATERIALLY FROM THE ABOVE
DIMENSIONS SHALL BE SUBMITTED TO THE CITY FOR REVIEW.
6.FOUR INCHES OF CRUSHED GRAVEL BASE MATERIAL, -3/4" DIAMETER IS REQUIRED FOR THE CURB AND GUTTER FOUNDATION. THE
BASE MATERIAL SHALL BE COMPACTED TO 95% DENSITY (+ 3% OPTIMUM MOISTURE) PER AASHTO T-99.
VALLEY GUTTER DETAIL1N.T.S.
2'-0"7"
1"
7"
1'FLOW LINE
PAVEMENT PER
PAVEMENT SECTION
6"
4"
DETECTABLE WARNING TAPE, MIN. 3"
IN WIDTH, APWA COLORS
12
"
-
2
4
"
12 GAUGE HDPE OR HMWPE INSULATED SOLID
CORE COPPER TONING WIRE, TAPE TO TOP OF
WATER MAIN EVERY 5 FT. JOINTS SHALL BE MADE
WITH MOISTURE DISPLACEMENT CONNECTORS
12"
MIN.
SLOPING, BENCHING, SHORING OR
SUPPORT SYSTEMS IN THIS AREA
TO CONFORM TO O.S.H.A. REGULATIONS
MIN TRENCH WIDTH PER MPWSS
4" ASPHALT
6" CRUSHED GRAVEL BASE
9"-15" SUB-BASE
1.5"-3.5" DIAMETER CRUSHED STONE
TO STABILIZE UNSTABLE FOUNDATION
BEDDING, HAUNCHING, AND
INITIAL BACKFILL
3" MINUS CRUSHED SUBBASE MPWSS
SECTION 02234 PARAGRAPH 2.3 AND 2.4
NOTES:
1.ALL PIPE BEDDING AND TRENCH BACKFILL SHALL BE
COMPACTED TO 95% MAXIMUM DRY DENSITY IN
ACCORDANCE WITH AASHTO T-99.
2.ALL TRENCH CONSTRUCTION SHALL CONFORM TO
CURRENT OSHA STANDARDS - EXCAVATIONS.
3.INSTALL DETECTABLE WARNING TAPE AND TONER
WIRE ON ALL WATER MAINS AND SEWER FORCE
MAINS PER CITY STANDARDS.
4.BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL
BE A CLEAN SAND MEETING USCS CLASSIFICATION
SYSTEM SW, OR A CLASS I MATERIALS AS DEFINED IN
ASTM D 2321 WITH A MAXIMUM PARTICLE SIZE OF
3/4" AND MEETING MIGRATION REQUIREMENTS OF
THE SAME STANDARD. (SECTION X.1.8)
4 NTS
TYPICAL UTILITY TRENCH SECTION DETAIL
STEEL PIPE BOLLARD2NTS
3'
1'-6" DIA.
3"
4'4" Ø CONC. FILLED STEEL PIPE
W/ YELLOW PLASTIC SHEATH
1/2" PRE-MOLDED
EXPANSION JOINT
WHERE CONCRETE
OCCURS PAVING
GRANULAR FILL
CONCRETE
SONNOTUBE
10x10x1/4" THICK PLATE
WELDED ALL AROUND
MUELLER SERIES 300
BALL STYLE CURB STOP VALVE
9" RADIUS
NOTES:
1.3/4" - 2" SERVICES SHALL BE INSTALLED WITH BR2 SERIES SERVICE SADDLES AND PE
SERVICE LINE.
2.4" AND LARGER SERVICES SHALL BE INSTALLED WITH A ROMAC SSTIII STAINLESS STEEL
TAPPING SLEEVE AND CLASS 150 PVC SERVICE LINE.
5 NTS
WATER SERVICE CONNECTION DETAIL
TO BUILDING
EXISTING WATER MAIN
4" PVC, TYP.
12"
MIN.
1. PRIMARY TRENCH
(UTILITY POLE TO VAULT: TRENCH TO
TRANSFORMER PAD/VAULT PER PLAN)
CONDUIT AMBIENT TEMP. SHALL START
@20°C (68°F) BEFORE ANY DERATE &
CONDUCTOR AMBIENT TEMP. SHALL
START @75°C (167°F) BEFORE ANY DERATE.
NOTES:
1.TRENCH CONTENTS SHALL CONFORM TO NEC ARTICLE 300 AND TABLES 300-5 & 310-60, AND APPENDIX B.
2.MULTIPLE ELECTRICAL POWER CONDUITS SHALL MAINTAIN 7.5" SPACING CL TO CL HORIZONTAL AND VERTICALLY
(2" MIN), AND SHALL MAINTAIN 12" SEPARATION FROM ALL GAS LINES, COMMUNICATION LINES, AND OPTIC LINES.
3.SLIGHT SERPENTINE LAY IS ALLOWED TO ADEQUATELY COMPENSATE FOR FROST HEAVE.
4.PROVIDE FULL LENGTH 1/4" POLY PULL LINE IN EMPTY CONDUIT SECTIONS. LABEL EACH END.
5.ALL DRY UTILITIES SHALL BE 5' MIN. FROM WATER AND SEWER MAINS
6.REFER TO E1.0 FOR DUCT BANK DESCRIPTIONS
EXISTING STREET
SURFACE
3'
-
0
"
N
T
S
GRADE
PHONE 2" PVC,
TYP.
CONDUITS AND WIRE
SIZE PER NEC AND SITE
ELECTRICAL PLAN
4" SPARE
EXCAVATEDMATERIAL
18"
MIN.
PROVIDE 12" MIN., SEPARATION
FROM ALL COMMUNICATION LINES
AND OPTIC LINES. PROVIDE 36"
SEPARATION FROM GAS LINES.
3. FEEDER TRENCH
(VAULT TO SERVICE PANEL & METERS)
TRENCH WIDTH=0.D. OF
PIPE + 24"
INSTALL DETECTABLE
WARNING TAPE 12" MAX.
DEPTH.
SUB GRADE OR GROUND SURFACE
RESURFACE TO MATCH ORIGINAL
1
1
3 3/4"
1"
3"1"
2. SITE ELECTRICAL
(LOT LIGHTS & SIGNS TO SERVICE PANEL)
36
"
M
I
N
.
40
"
M
A
X
.
4" PVC, TYP.
2" CATV
2" PHONE
2-
0
"
T
O
2
'
-
6
"
CATV
ELECTRICAL TRENCH SECTION31" = 1'-0"
12"
METER PIT DETAIL6N.T.S.
W
W
W
MUELLER THERMAL COIL
METER BOX WITH DOMESTIC
METER WITH METER VALVES
AND CHECK VALVE
WATER SERVICE CURB STOP WITH
MUELLER H-10306 CURB BOX FOR
3/4" AND 1" SERVICES AND
H-10310 FOR 2" SERVICES
CLASS 200 PSI C901 PE PIPE
TO
B
U
I
L
D
I
N
G
NOTES:
1.CURB STOPS TO MUELLER 300 SERIES
BALL VALVE..
2.SERVICE FITTINGS TO BE MUELLER
INSTATITE OR 110 SERIES COMPRESSION
FITTINGS. USE STAINLESS STEEL INSERTS
PER MANUFACTURER
RECOMMENDATIONS ON FITTINGS
LARGER THAN 1".
TRAFFIC RATED LID REQUIRED WITH
TRAFFIC-RATED RING AND COLLAR
SANITARY SEWER SERVICE LINE71" = 1'-0"
EXCAVATE AND VERIFY EXISTING SEWER
SERVICE INVERT. CONNECT NEW SCH 40
PIPING AND EXTEND TO BUILDING.
COORDINATE WITH PLUMBING DRAWINGS.
INSERTA-TEE CONNECTION
CONNECT PIPE TO EXISTING BELLED
END OR USE RIGID COUPLING
COMPACTED BACKFILL
FINISHED GRADE
TYPICAL CLEANOUT DETAIL83/4" = 1'-0"
PAVED OR
OTHER
SURFACE
SEWER/STORM
LINE-SEE PLAN FOR
SIZE
FLOW
IF LINE DEAD ENDS, INSTALL
WATERTIGHT PLUG
COMPACTED BACKFILL
FILL W/ SAND OR CRUSHED
TOP COURSE SURFACING
MATERIAL
CAP WITHOUT GASKET
BOLT-LOCKING CAST IRON
RING & COVER, 14"
MINIMUM OPENING DIA.
H-20 RATED IN PAVED AREAS
CONCRETE
45° BEND
2"
3"
M
I
N
6"
M
A
X
4"
12
"
NOTES:
1. CAST IRON COVER SHALL READ "SEWER"
2. LOCKING BOLTS FOR COVER SHALL BE 5/8"-11 NC STAINLESS STEEL TYPE 304
3. 14" BOLT-LOCKING CAST IRON COVER SHALL BE EQUAL TO INLAND FOUNDRY NO. 209
24
"
CONCRETE ADJUSTMENT RING,
2" MIN, 12' MAX 2' - 6"
CONCRETE CATCH
BASIN
STORM PIPE, SEE PLAN
FOR SIZE AND SLOPE
NOTE:
1.ALL JOINTS BETWEEN CATCH BASIN, ADJUSTMENT RINGS, CASTING, AND SEWER PIPE SHALL BE WATER TIGHT.
JOINING MATERIAL SHALL BE RAM-NEK OR EQUAL FOR ALL JOINTS OTHER THAN JOINTS BETWEEN SEWER PIPE
AND CATCH BASIN.
2.ALL PIPE CONNECTIONS NOT CONSTRUCTIBLE AS DETAILED SHALL BE SUBMITTED TO CITY ENGINEER FOR REVIEW.
FLEXIBLE GASKETED
OR BOOTED JOINT,
GROUT INTERIOR
6" OF 3" MINUS CRUSHED
COMPACTED AGGREGATE
FOUNDATION
6" CONCRETE APRON, PER
CITY OF KALISPELL STANDARDS FOR
DESIGN AND CONSTRUCTION
2'EDGE OF CONCRETE
3/8" BELOW PAVEMENT
24
"
M
I
N
.
9 NTS
TYPICAL STORMWATER CATCH BASIN
24" MIN
MH-37 FRAME AND
SLOTTED COVER OR
APPROVED EQUAL
DATE:
JACKOLA ENGR. & ARCH., P.C.
WITHOUT THE WRITTEN CONSENT OF
MAY NOT BE USED OR REPRODUCED
IS PROPRIETARY. THIS DOCUMENT
THE INFORMATION CONTAINED HEREIN
REVISIONS:
KALISPELL
406-755-3208
#
BOZEMAN
406-586-0707
VANCOUVER
360-852-8746
DRAWN:CHECKED:
info@jackola.com jackola.com
PR
O
J
E
C
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#
:
E
No.14108 PE
T
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P
RIKD.GARBERG
ANANOM**
F
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ISS
E
LANO E
REENIGN
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4/1/2021
EDGJAC
GENERAL NOTES
AND DETAILS
KA
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A
A
A
C
C
B
B
R.R.
104
UTILITY / MECH
103
EVIDENCE / STOR.
102
STOR.
105
SHOP
101
2" FD-1
2" FD-1
4"
W
4" W
2" W
2" W
2"
V
2"
V
2"
V
FCO
1" CW
4'' TWO-WAY
CLEANOUT
3
4
4
1 1
2 2
3 3
4 4
4" W SCH 40 PVC @ 1/4'' PER 1' 0''
5
3" OW
3" OW SCH 40 PVC @1/4'' PER 1' 0''3" W
FCO (TYP.)
2
2" OW
2" V
3" W (TYP.)
1
1" CW UP
2" V UP2" V UP 2" V UP
FCO
2" OW
3" FD-1
3" FD-1
3" FD-1
FCO
FCO
KEYNOTES
1 1/2" PEX TO PRIME TRAP FROM TRAP PRIMER DISTRIBUTION
UNIT PER DETAIL 1/P7.00
2 INSTALL FLOOR CLEANOUT PER DETAIL 2/P7.00
3 INSTALL 2-WAY CLEANOUT PER DETAIL
4 SEE CIVIL PLANS FOR CONTINUATION OF PIPING
5 SEE DETAIL 6 /P7.00 FOR SAND OIL SEPERATOR DETAIL
8'16'4'03/8" = 1'-0"1 UNDERFLOOR PLUMBING PLAN
DATE:
JACKOLA ENGR. & ARCH., P.C.
WITHOUT THE WRITTEN CONSENT OF
MAY NOT BE USED OR REPRODUCED
IS PROPRIETARY. THIS DOCUMENT
THE INFORMATION CONTAINED HEREIN
REVISIONS:
FOR PERMIT
KALISPELL
406-755-3208
#
BOZEMAN
406-586-0707
VANCOUVER
360-852-8746
DRAWN:CHECKED:
info@jackola.com jackola.com
BIM
3
6
0
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/
/
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2
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2
0
/
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P1.00
4/1/2021
CI
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UNDERFLOOR
PLUMBING
PLAN
CLCMSM
PR
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:
P
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c
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N
u
m
b
e
r
M ONTAN
A
COURTNEY
CARRIER
No.15309PE
PRO
F
E
S
SIONA L E N GINEER
LICEN S E D
A ADDENDUM 7-2-21
A
A
C
C
B
B
R.R.
104
UTILITY / MECH
103
EVIDENCE / STOR.
102
STOR.
105
SHOP
101
1" CW
WC-1A
LAV-1A
MS-1
DHW-1
EWS-1
3/4" NG
1/2" NG
1/2" NG
METER:
150,000 BTU/H
14'' W.C. INLET
PRESSURE
1 1
2 2
3 3
4 4
1
3/4" CW
1/2" HW
1" HW
HB-1HYD-1
3/4" CW DN
1/2" CW DN
1/2" HW
1/2" CW
1/2" CW DN
1/2" CW DN
1" HW
1" CW
2
1" DCV
4
5
1" CW
6
KEYNOTES
1 PROVIDE RECESSSED WALL CABINET FOR THERMOSTATIC
MIXING VALVE (S19-2150 OR EQUIVELANT)
2 ROUTE GAS PIPING ALONG CEILING
3 SEE DETAIL 8/P7.00 FOR UNIT HEATER GAS CONNECTION
4 SEE DETIAL 9/P7.00 FOR WATER RISER DIAGRAM
5 SEE WATER HEATER DETAIL 10/P7.00
6 INSTALL MECHANICAL TRAP PRIMER VALVE AND
DISTRIBUTION UNIT PER DETAIL 1/P7.00
8'16'4'03/8" = 1'-0"1 LEVEL 1 PLUMBING PLAN
DATE:
JACKOLA ENGR. & ARCH., P.C.
WITHOUT THE WRITTEN CONSENT OF
MAY NOT BE USED OR REPRODUCED
IS PROPRIETARY. THIS DOCUMENT
THE INFORMATION CONTAINED HEREIN
REVISIONS:
FOR PERMIT
KALISPELL
406-755-3208
#
BOZEMAN
406-586-0707
VANCOUVER
360-852-8746
DRAWN:CHECKED:
info@jackola.com jackola.com
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LEVEL 1
PLUMBING
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M ONTAN
A
COURTNEY
CARRIER
No.15309PE
PRO
F
E
S
SIONA L E N GINEER
LICEN S E D
A ADDENDUM 7-2-21
(2) PVC COMBINATION
WYE-1/8" BENDS BACK
TO BACK (TYP.) OR (1)
2-WAY CLEANOUT TEE
GRADE
PVC FITTING,
TYPICAL ALL FITTINGS
PVC THREADED
PLUG, TYP6"
M
A
X
FLANGED WITH
FLASHING COLLAR
AS REQ'D
FLOOR LINE
BRONZE
SCORATED TOPCENTER SECURING
SCREW
THREADED
PLUG
FITTING TYPE AS
REQ'D TO SUIT
FLASHING COLLAR
FLASHING PAN
FLOORING PER FINISH SCHEDULE
9" (225) DIA. TWO-PIECE NICKEL
BRONZE FLASHING STRAINER
LOOSE GRAVEL AT WEEP HOLES
CAULKED, NO-HUB OR
THREADED CONNECTION
CLEANOUT TEE
CLEANOUT PIPE
ACCESS COVER
FINISHED WALL
MIXING VALVE
FLOW SWITCH
WALL BRACKET
INLET
PLUGGED NIPPLE
EYEWASH DRAIN
FLANGE WITH 3 BOLT HOLES
ANCHOR WITH EXPANSION BOLTS
EYE-FACE WASH WITH STAINLESS
STEEL BOWL
DELUGE HEAD
1" BALL VALVE
7'
-0"
FLOW ALARM
ANNUNCIATOR
HW
SUPPLY
CW SUPPLY
BALL VALVE WITH
MEMORY STOP AND
LABELING TO PREVENT
UNAUTHORIZED
SHUT-OFF
EYEWASH VALVE
NOTE:
1. PROVIDE A LOOSE-KEY LOCKSHIELD TYPE SHUT-OFF VALVE IN DOMESTIC WATER SUPPLY DROP TO
EYEWASH. LABEL VALVE TO PREVENT UNAUTHORIZED SHUT-OFF.
WATER DEPTHMODEL
No.
DIM
"B"
DIM
"F"WEIGHTDIM
"E"
DIM
"D"DIM "C"
DIM
"A"
2'-10"2'-0"11,6315004'-0"6'-0"2'-2"3'-0"4113-SO
CAPACITY
GALLON
GROUT ALL
AROUND
INLET SIZE
PER PLANS OUTLET SIZE
PER PLANS
ADJUST TO GRADE
24" DIA. TRAFFIC
RATED, WATER TIGHT
BOLT DOWN LIDS
CLEAR ACCESS
OPENINGS
PRECAST BAFFLE
2" DIA. VENT HOLE
DI
M
"
F
"
DI
M
"
C
"
.
1'
-0"
DI
M
"
D
"
DI
M
"
E
"
1/3 LENGTH2/3 LENGTH
2/
3
W
A
T
E
R
T
A
B
L
E
VA
R
I
E
S
DIM "B"
DI
M
"
A
"
.
.
SAMPLE PORT RING AND
LID (TRAFFIC RATED)
CLEAN OUT/VENT
FLOATING OIL
ADSORBENT
SKIMMER
OLD CASTLE PRECAST (BASIS OF DESIGN)
SEE SAMPLE
PORT DETAIL
PLUG
.
CLEAN OUT
VENT
G
SHUT-OFF
COCK
(4)-1/2"DIA. STEEL
RODS WITH TURN
BUCKELS
UNION
SEE MECHANICAL
FLOOR PLANS FOR
CONTINUATION
AND SIZE
1'
-0"
M
I
N
.
DRIP LEG
1" POLY SERVICE LINE
SWEEP
SLEEVE THROUGH FLOOR AND SEAL
1"X1" POLY SWEAT COPPER
ADAPTER
1" COPPER LINE
1" WATTS LF007 (OR EQUAL)
BACKFLOW PREVENTER
SHUT-OFF VALVE
DRAIN VALVE
PRESSURE GAUGE TYP.
1" CW TO FIXTURES
CODED NOTES
1
2
3
4
5
6
7
8
9
6
7
5
4 3
2
1
9
P
P
10
10
CW
COLD WATER SERVICE, SIZE
AS SHOWN ON PLANS
CHECK VALVE SIZE TO PIPE SIZE
WATTS POTABLE WATER EXPANSION
TANK, PLT-5, INSTALL PER MFR.
RECOMMENDATION AND STATE & LOCAL
CODES.
UNION, DIELECTRIC IF REQ'D
WATER HEATER, SEE SCHEDULE
BALL VALVE
T&P RELIEF VALVE , AND DRAIN
PAN TO BE PIPED TO BATHROOM
BELOW
SEISMIC STRAP TO WALL PER UPC,
HOLDRITE HR-80-180
120°F WATER SERVICE LOOP, SIZE AS
SHOWN ON PLANS
CODED NOTES
1
7
2
8
4
5
4
8
11
1
2
3
4
5
7
8
9
10
11
9
HW
CW TO FIXTURES, SIZE PER PLANS
3
TM
V
THERMOSTATIC MIXING VALVE
(CALEFFI TANK MIXER 520) OR EQUAL
12
12
10
10
FLOOR SLAB
FLOOR DRAIN
DISTRIBUTION UNIT, FOR 5 LINES
TRAP PRIMER VALVE
DOMESTIC WATER LINE
1/2" TRAP PRIMER LINE
1/2" TRAP PRIMER SUPPLY
SLEEVE
THRU SLAB
6" MIN
10" MIN
INSIDE
.
.
FRONT SIDETOP
1
2 32
4
5
1
2
3
4
5
TRAFFIC RATED, WATER TIGHT
BOLT DOWN LIDS
INTERCEPTOR DISCHARGE LINE
PIPE PENETRATION (EXTEND
1" PAST THE INSIDE WALL OF
THE SAMPLE PORT -MUST BE
SEALED TO PREVENT LEAKS. IF
USING PVC, A SADDLE MUST
BE USED)
GROUT (SLOPED TO WASTE
WATER CHANNEL -THE
SAMPLE PORT MUST DRAIN
COMPLETELY AND NOT HOLD
WATER
SAMPLE PORT DISCHARGE LINE
**PER CITY OF
KALISPELL STANDARDS
4
DATE:
JACKOLA ENGR. & ARCH., P.C.
WITHOUT THE WRITTEN CONSENT OF
MAY NOT BE USED OR REPRODUCED
IS PROPRIETARY. THIS DOCUMENT
THE INFORMATION CONTAINED HEREIN
REVISIONS:
FOR PERMIT
KALISPELL
406-755-3208
#
BOZEMAN
406-586-0707
VANCOUVER
360-852-8746
DRAWN:CHECKED:
info@jackola.com jackola.com
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N.T.S.4 2WAY CLEANOUT1
N.T.S.2 FLOOR CLEANOUT
N.T.S.3 FLOOR DRAIN1
N.T.S.5 WALL CLEANOUT
3/32" = 1'-0"7 EMERGENCY EYEWASH PIPING DETAIL
N.T.S.6 SAND/OIL INTERCEPTOR DETAIL
N.T.S.8 UNIT HEATER-GAS
N.T.S.9 WATER RISER DIAGRAM
1" = 1'-0"10 ELEC. WATER HEATER
M ONTAN
A
COURTNEY
CARRIER
No.15309PE
PRO
F
E
S
SIONA L E N GINEER
LICEN S E D
A ADDENDUM 7-2-21
N.T.S.1 TRAP SEAL PRIMER
N.T.S.11 INTERCEPTOR SAMPLE PORT
DATE:
JACKOLA ENGR. & ARCH., P.C.
WITHOUT THE WRITTEN CONSENT OF
MAY NOT BE USED OR REPRODUCED
IS PROPRIETARY. THIS DOCUMENT
THE INFORMATION CONTAINED HEREIN
REVISIONS:
FOR PERMIT
KALISPELL
406-755-3208
#
BOZEMAN
406-586-0707
VANCOUVER
360-852-8746
DRAWN:CHECKED:
info@jackola.com jackola.com
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PLUMBING
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DOMESTIC FIXTURE SCHEDULE
TAG DESCRIPTION
BASIS OF DESIGN TRIM
SPECIFICATIONMANUFACTURER MODEL MANUFACTURER MODEL
EWS-1 EMERGENCY EYEWASH/SHOWER STATION BRADLEY S193140A1AAAA00 INCLUDE TEPID WATER TMV S19-2150
FD-1 FLOOR DRAIN WATTS FD-300 EPOXY COATED CAST IRON AREA DRAIN WITH ANCHOR FLANGE WITH HEEL PROOF DUCTILE IRON GRATE, TRAP PRIMING PORT, AND NO HUB OUTLET.
HB-1 HOSE BIBB WOODFORD 24 INTERIOR HOSE BIBB WITH VACUUM BREAKER, 3/4" HOSE THREAD OUTLET, LOCK SHIELD CAP, AND REMOVABLE "TEE" HANDLE. PROVIDE SHUTOFF VALVE IN COLD WATER SUPPLY AHEAD OF HOSE BIBB.
HYD-1 EXTERIOR WALL HYDRANT WOODFORD 67 WOODFORD 67 NON-FREEZE TYPE WALL HYDRANT, WITH DOUBLE CHECK BACKFLOW PREVENTER, VALVE ON THE INSIDE OF THE WALL, SPOUT WITH BACKFLOW PREVENTER, AND LOOSE KEY SOCKET ON THE OUTSIDE OF THE WALL. MAKE
ARRANGEMENTS WITH THE GENERAL CONTRACTOR TO PROVIDE THE NECESSARY RECESS IN THE WALL. WHERE A RISER TO A WALL HYDRANT OCCURS IN AN OUTSIDE WALL THE CONTRACTOR SHALL INSULATE THE CHASE WITH 2”
STYROFOAM INSULATION ON ALL SIDES OF THE CHASE, EXCEPT THE INSIDE WALL OF THE CHASE. PROVIDE SHUTOFF VALVE IN ACCESSIBLE LOCATION.
LAV-1A LAVATORY - WALL HUNG - ADA KOHLER K-1728 MOEN 8430F05 WALL HUNG LAVATORY WITH BACKSPLASH, FAUCET HOLES ON 4” CENTERS. MANUAL DECK-MOUNTED FAUCET, EXTERNAL ASSE 1070 COMPLIANT THERMOSTATIC MIXING VALVE, GRID DRAIN, LOOSE KEY ANGLE STOPS AND SUPPLIES.
INSULATE WATER AND WASTE WITH INSULATION KIT. MOUNT AT ADA COMPLIANT HEIGHT.
MS-1 JANITOR SINK EL MUSTEE 63M EL MUSTEE 63.600A SERVICE BASIN WITH CAP ON TWO SIDES, FAUCET SHALL INCLUDE PAIL HOOK AND ATMOSPHERIC VACUUM BREAKER SPOUT. INCLUDE HOSE AND HOSE HOLDER, MOP HANGER, AND STAINLESS STEEL BUMPER GUARDS, AND WALL
GUARDS.
WC-1A WATER CLOSET - FLOOR MOUNT - TANK TYPE - ADA KOHLER K-3979 TANK TYPE ELONGATED FLOOR MOUNTED TANK TYPE WATER CLOSET, WITH CHURCH 295CT ELONGATED OPEN FRONT SEAT. PROVIDE A 1/4" BRASS BALL VALVE AT WALL CONNECTION. INSTALL AT ADA COMPLIANT HEIGHT.
ELECTRIC WATER HEATER SCHEDULE
TAG
BASIS OF DESIGN
TYPE
ELECTRIC HEAT EXCHANGER
EF
UNIT
WEIGHT FLA VOLT PH REMARKSMANUFACTURER MODEL NO.
HEATING
CAP
WATERSIDE
STORAGE MAX TEMP
RISERECOVERY VOL
DHW-1 AO SMITH DEN-52 STORAGE 4.5 kW 18.6 gal/h 50.0 gal 95 °F 0 565 lb 37.5 A 240 V 1 PROVIDE ASSE 1017 COMPLIANT MIXING
VALVE; POWERS SERIES LFSH OR EQUAL.
PIPE ACCESSORY SCHEDULE
TAG DESCRIPTION
BASIS OF DESIGN VALVE PROPERTIES
REMARKSMANUFACTURER MODEL FLOW PRESSURE DROP AT RATED FLOW
DCV DOUBLE CHECK VALVE BACKFLOW PREVENTION DEVICE WATTS LF007 20.0 GPM 4.0 psi LEAD FREE, MOUNT VERTICAL
M ONTAN
A
COURTNEY
CARRIER
No.15309PE
PRO
F
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SIONA L E N GINEER
LICEN S E D
A ADDENDUM 7-2-21
3
D
OS4
D
OS2
3
OS
3
A
A
C
C
B
B
R.R.
104
UTILITY / MECH
103
EVIDENCE / STOR.
102
STOR.
105
SHOP
101
1 1
2 2
3 3
4 4
WP2
P1-8
W1
WP1
P1-8
WP1
P1-8
P1
P1-4
P1-2
P1-7
1 2
E1
P1-4
E1
P1-7
L1
L1
L1
L1E
L1
L1
L1E
3 3
4
P1-5 P1-12
WP2
P1-8
KEYNOTES
1 LIGHTING SWITCH TO CONTROL MEZZANINE AREA LIGHTS. SEE
LEVEL 2 LIGHTING PLAN FOR MORE INFORMATION.
2 LIGHTING SWITCH TO CONTROL LEVEL 2 SHOP LIGHTING. SEE
LEVEL 2 LIGHTING PLAN FOR MORE INFORMATION.
3 SWITCHES SHALL BE NLIGHT WIRED ENABLED DEVICES TO
COMMUNICATE WITH OCCUPANCY SENSORS AND POWER PACKS.
BASIS OF DESIGN DEVICES SHALL BE: NLIGHT- NPODM-DX-WH.
4 SWITCHES SHALL BE NLIGHT WIRED ENABLED DEVICES TO
COMMUNICATE WITH OCCUPANCY SENSORS AND POWER PACKS.
BASIS OF DESIGN DEVICES SHALL BE: NLIGHT- NPODM-WH.
0 2'4'6'3/8" = 1'-0"1 LEVEL 1 LIGHTING PLAN
DATE:
JACKOLA ENGR. & ARCH., P.C.
WITHOUT THE WRITTEN CONSENT OF
MAY NOT BE USED OR REPRODUCED
IS PROPRIETARY. THIS DOCUMENT
THE INFORMATION CONTAINED HEREIN
REVISIONS:
FOR PERMIT
KALISPELL
406-755-3208
#
BOZEMAN
406-586-0707
VANCOUVER
360-852-8746
DRAWN:CHECKED:
info@jackola.com jackola.com
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LIGHTING GENERAL NOTES
* CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY
LIGHTING FIXTURES, CONTROL DEVICES, AND ACCESSORIES
NEEDED TO ENSURE INSTALLED SYSTEM IS COMPLETE AND IN
PROPER WORKING ORDER AS DESIGN INTENDED.
* TYPICAL EMERGENCY AND EXIT LIGHTS SHALL BE WIRED TO
NEAREST ROOM LIGHTING CIRCUIT AHEAD OF ANY CONTROLS OR
SWITCHING.
* ALL LAY-IN LIGHT FIXTURES ARE TO BE SUPPORTED INDEPENDENT
OF NON-RATED GRID CEILINGS FROM THE STRUCTURE ABOVE
FROM AT LEAST TWO CORNERS. ATTACH WITH GRID CLIPS OR
TABS RATED FOR LAY-IN CEILINGS.
* CONTRACTOR SHALL VERIFY EACH J-BOX HAS SUFFICIENT
ATTACHMENT ANCHORAGE TO SUPPORT LIGHTING OR FAN
WEIGHT LOADS
* EXIT SIGNS SHALL BE FURNISHED WITH NUMBER OF FACES AND
DIRECTIONAL ARROWS AS REQUIRED TO SUIT PLAN AND THE
LOCAL AUTHORITY.
* CONTRACTOR SHALL VERIFY ALL BULBS, COLORS, LENGTHS,
TRIMS, CEILING TYPES, MOUNTINGS, FINISHES, ETC., WITH THE
ENGINEER, PRIOR TO PLACING FINAL LIGHTING PURCHASE
ORDER, INCLUDING THE INTENT OF ALL APPROVED REVISIONS OR
PUBLISHED ADDENDUMS.
* WIRE COUNTS FOR CIRCUIT CONDUCTORS ARE NOT SHOWN.
PROVIDE PROPER NUMBER OF CONDUCTORS TO ACHIEVE
CIRCUITING AND SWITCHING CONNECTIONS SHOWN.
* CIRCUIT NUMBERS AT DEVICES AND FIXTURES CORRESPOND TO
PANELBOARD BREAKERS (SEE PANELBOARD SCHEDULE). BRANCH
CIRCUITS SHALL BE SIZED ACCORDING TO THE CIRCUIT BREAKER
RATING, UNLESS INDICATED OTHERWISE ON THE ELECTRICAL
EQUIPMENT SCHEDULE.
M ONTANA
No.71878PE
PRO
F
E
S
S IONA L E N GINEER
LICEN S E D
MIKI IKEMOTO
BACKUS
M ONTANA
No.71878PE
PRO
F
E
S
S IONA L E N GINEER
LICEN S E D
MIKI IKEMOTO
BACKUS
A ADDENDUM 7-2-21
A
A
48"GFI
48
"GF
I
48
"GF
I
48"GFI
48
"GF
I
48"GFI48"GFI
ACGF
I
GFI
GFI
GFI
GF
I
J
GFI
T
T
A
A
C
C
B
B
R.R.
104
UTILITY / MECH
103
EVIDENCE / STOR.
102
STOR.
105
SHOP
101
P1
1
2
DHW-1
1 1
2 2
3 3
4 4
EF-4
IT/SECURITY
RACK
EUH-1
EUH-1
P1-22
P1-17
P1-13
P1-24
P1-8
P1-6
P1-11
P1-19
P1-27
EF-3
P1-3
P1-1
EUH-1
P1-30
120/240V, 1Ø, 3W
200A SERVICE DISCONNECT
P1-9
P1-18,20
3
BUILDING DMARK
LOCATION 4
(TYP.)
5
36"x24"
IL-1
EF-1
CO NO2 H.O.A.
6
7
P1-16
7
A
A
0 2'4'6'3/8" = 1'-0"1 LEVEL 1 POWER AND DATA PLAN
KEYNOTES
1 INCOMMING ELECTRICAL SERVICE FROM UTILITY.
2 PROPOSED ELECTRICAL UTILITY METER, CT CAN, SERVICE
DISCONNECT LOCATION.
3 EF-4 TO BE CONTROLLED BY OCCUPANCY SENSOR LIGHT
SWITCH. SEE LIGHTING PLANS FOR MORE INFORMATION.
4 PROVIDE NECESSARY CONNECTION FROM BUILDING DMARK
TO IT/SECURITY RACK LOCATION. COORDINATE WITH
OWNER/I.T. FOR ALL NECESSARY EQUIPMENT CONNECTION.
5 SECURITY CAMERAS AND MONITORING/RECORDING
EQUIPMENT TO BE PROVIDED BY OWNER. CONTRACTOR
SHALL PROVIDE SINGLE GANG J-BOX (WATERPROOF FOR
EXTERIOR LOCATIONS SHOWN) FOR CAT6 CONNECTION. CAT6
SHALL BE ROUTED FROM EACH LOCATION SHOWN. BACK TO
I.T. RACK, LOCATED IN MECHANICAL ROOM. COORDINATE
WITH OWNER IT DEPARTMENT PRIOR TO ROUGH-IN FOR
ADDITIONAL INSTALLATION REQUIREMENTS.
6 E.C. TO PROVIDE H.O.A. AND ALL ASSOCIATED BRANCH
CIRCUIT WIRING AND CONDUIT TO GAS MONITOR, EF-1, AND
IL-1 AS INDICATED ON SHEET E5.00 ELECTRICAL DETAILS. E.C.
TO COORDINATE WITH M.C. PRIOR TO ROUGH-IN.
7 MECHANICAL EQUIPMENT SHOWN FOR REFERENCE ONLY. SEE
ARCHITECTURAL PLANS FOR EXACT MOUNTING HEIGHT.
DATE:
JACKOLA ENGR. & ARCH., P.C.
WITHOUT THE WRITTEN CONSENT OF
MAY NOT BE USED OR REPRODUCED
IS PROPRIETARY. THIS DOCUMENT
THE INFORMATION CONTAINED HEREIN
REVISIONS:
FOR PERMIT
KALISPELL
406-755-3208
#
BOZEMAN
406-586-0707
VANCOUVER
360-852-8746
DRAWN:CHECKED:
info@jackola.com jackola.com
BIM
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POWER GENERAL NOTES
* CIRCUIT NUMBERS AT DEVICES AND FIXTURES CORRESPOND TO
PANELBOARD BREAKERS (SEE PANELBOARD SCHEDULE). BRANCH
CIRCUITS SHALL BE SIZED ACCORDING TO THE CIRCUIT BREAKER
RATING, UNLESS INDICATED OTHERWISE ON THE ELECTRICAL
EQUIPMENT SCHEDULE.
* RECEPTACLES RATED FOR WET LOCATIONS SHALL BE NEMA 5-20R.
* PRIOR TO ROUGH-IN AND INSTALLATION, THE CONTRACTOR
SHALL FIELD VERIFY THE LOCATON AND REQUIREMENTS OF ALL
ELECTRICAL ITEMS.
* GROUNDING AND BONDING SHALL BE IN STRICT ACCORDANCE
WITH THE NEC AND UTILITY REGULATIONS. PROVIDE COPPER
EQUIPMENT GROUNDING CONDUCTOR IN ALL RACEWAYS.
* RECEPTACLES ABOVE THE COUNTERTOPS WHERE INDICATED BY
"AC". EXACT LOCATION SHALL BE COORDINATED WITH THE
ARCHITECT.
* WIRE COUNTS FOR CIRCUIT CONDUCTORS ARE NOT SHOWN.
PROVIDE PROPER NUMBER OF CONDUCTORS TO ACHIEVE
CIRCUITING AND SWITCHING CONNECTIONS SHOWN.
M ONTANA
No.71878PE
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LICEN S E D
MIKI IKEMOTO
BACKUS
A ADDENDUM 7-2-21
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CLNG
CLNG
CLNG
A
A
C
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B
B
1 1
2 2
3 3
4 4
P1-26
P1-15
P1-31
P1-28
UH-2
P1-23
P1-10
EF-1
UH-1
EF-2P1-12
1
36"x24"
IL-1
2
2
0 2'4'6'3/8" = 1'-0"1 LEVEL 2 POWER AND DATA PLAN
DATE:
JACKOLA ENGR. & ARCH., P.C.
WITHOUT THE WRITTEN CONSENT OF
MAY NOT BE USED OR REPRODUCED
IS PROPRIETARY. THIS DOCUMENT
THE INFORMATION CONTAINED HEREIN
REVISIONS:
FOR PERMIT
KALISPELL
406-755-3208
#
BOZEMAN
406-586-0707
VANCOUVER
360-852-8746
DRAWN:CHECKED:
info@jackola.com jackola.com
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LEVEL 2 POWER
AND SYSTEMS
PLAN
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POWER GENERAL NOTES
* CIRCUIT NUMBERS AT DEVICES AND FIXTURES CORRESPOND TO
PANELBOARD BREAKERS (SEE PANELBOARD SCHEDULE). BRANCH
CIRCUITS SHALL BE SIZED ACCORDING TO THE CIRCUIT BREAKER
RATING, UNLESS INDICATED OTHERWISE ON THE ELECTRICAL
EQUIPMENT SCHEDULE.
* RECEPTACLES RATED FOR WET LOCATIONS SHALL BE NEMA 5-20R.
* PRIOR TO ROUGH-IN AND INSTALLATION, THE CONTRACTOR
SHALL FIELD VERIFY THE LOCATON AND REQUIREMENTS OF ALL
ELECTRICAL ITEMS.
* GROUNDING AND BONDING SHALL BE IN STRICT ACCORDANCE
WITH THE NEC AND UTILITY REGULATIONS. PROVIDE COPPER
EQUIPMENT GROUNDING CONDUCTOR IN ALL RACEWAYS.
* RECEPTACLES ABOVE THE COUNTERTOPS WHERE INDICATED BY
"AC". EXACT LOCATION SHALL BE COORDINATED WITH THE
ARCHITECT.
* WIRE COUNTS FOR CIRCUIT CONDUCTORS ARE NOT SHOWN.
PROVIDE PROPER NUMBER OF CONDUCTORS TO ACHIEVE
CIRCUITING AND SWITCHING CONNECTIONS SHOWN.
M ONTANA
No.71878PE
PRO
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S IONA L E N GINEER
LICEN S E D
MIKI IKEMOTO
BACKUS
A ADDENDUM 7-2-21
KEYNOTES
1 EF-2 SHALL BE CONTROLLED DURING OCCUPANCY. SEE
MECHANICAL SHEETS FOR MORE INFORMATION. PROVIDE
NLIGHT NPP16 POWER PACK TO TIE INTO LIGHTING
CONTROLS.
2 EQUIPMENT IS POWERED BY AND CONTROLLED BY H.O.A.
LOCATED ON LEVEL 1. SEE SHEETS E2.10, E5.00, AND M8.00
FOR ADDITIONAL INFORMATION.
A
A
A
M I N 2 0'
N GØ
OUTLET BOX
GROUNDING CONDUCTOR
(GREEN)
TAPPED HOLE IN BOX
GROUND SCREW -#10 32 X 3/8"
SLOTTED HEXAGON HEAD,
WASHER FACE SCREW (TYP)
WIRE NUT (TYP)
CONDUIT NOTE:
GROUNDING CONDUCTOR
SHALL BE CONTINUOUS SO
THAT REMOVAL OF DEVICE
WILL NOT INTERFERE WITH
CONDUCTOR CONTINUITY.
STRIP INSULATION AND LOOP BARE
CONDUCTOR AROUND PHASE SCREW
WITHOUT CUTTING CONDUCTOR OR
PROVIDE ADDITIONAL WIRE NUT
TERMINATION EQUAL TO NEUTRAL.
G
N
Ø
RECEPTACLE GROUND
LUG SCREW
DETAIL KEY NOTES:
1. PROVIDE ENOUGH LENGTH TO TERMINATE
DIRECTLY TO GROUND BUS.
2. INSTALL AN ELECTRODE ENCASED BY AT LEAST 2"
OF CONCRETE, LOCATED WITHIN AND NEAR THE
BOTTOM OF A CONCRETE FOUNDATION OR
FOOTING THAT IS IN DIRECT CONTACT WITH THE
EARTH, CONSISTING OF AT LEAST 20 FT OF ZINC
GALVANIZED OR OTHER ELECTRICALLY
CONDUCTIVE COATED STEEL REINFORCING BARS
OF NOT LESS THAN 1/2" IN DIAMETER, OR
CONSISTING OF AT LEAST 20 FT OF BARE COPER
CONDUCTOR NOT SMALLER THAN #4 AWG.
REINFORCING BARS SHALL BE PERMITTED TO BE
BONDED TOGETHER BY THE USUAL STEEL TIE
WIRES OR OTHER EFFECTIVE MEANS.
3. GROUND THE INTERIOR METAL WATER PIPE
WITHIN 5 FEET OF THE WATER PIPE ENTRANCE TO
THE BUILDING. GROUNDING PATH CONTINUITY,
OR THE BONDING CONNECTION TO INTERIOR
PIPING, MUST NOT RELY ON WATER METERS OR
SIMILAR EQUIPMENT (NEC 250.53(D)).
4. MINIMUM OF (2) 5/8" X 8'-0" COPPER CLAD STEEL
GROUND RODS, 25 OHMS OR LESS. CLAMPS
SHALL BE RATED FOR DIRECT BURIAL.
5. BOND ALL METAL RACEWAYS CONTAINING
GROUNDING ELECTRODE CONDUCTORS AT BOTH
END AS REQUIRED BY NEC 250.64(E). PROVIDE
GROUNDING TYPE BUSHINGS AND FITTINGS.
6. BONDING JUMPERS AND COPPER GROUNDING
ELECTRODE CONDUCTORS SHALL BE SIZED BASED
UPON ELECTRICAL SERVICE SIZE (NEC 250.66).
7. PROVIDE COPPER BONDING JUMPER SIZED PER
NEC 250.28(D) OR FACTORY PROVIDED NEUTRAL
TO GROUND BAR LINK. THIS IS THE ONLY PLACE
IN THE BUILDING WHERE NEUTRAL TO GROUND
SHALL BE BONDED TOGETHER.
CONCRETE-ENCASED ELECTRODE
NEC 250.52(A)(3)
BUILDING STEEL
NEC 250.52(A)(2)
METAL WATER PIPE
NEC 250.52(A)(1)
GROUND ROD
NEC 250.52(A)(5)
1
5
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6
3
26
6
G
N 7
METER/MAIN
DISCONNECT EQUIPMENT
6
6
6
120V
120 VAC
LOUVER
IL-1
120V
N
GAS MONITOR
(CO2/NO2)
HOFFA
RELAY
120V, 20A H.O.A.
SWITCH
RELAY
120V, 20A
N
120V EF-1
NOTE:RELAY, H.O.A. SWITCH,
AND ALL 120V WIRING BY E.C.;
LOUVER, FAN, AND GAS
MONITOR BY M.C.
DATE:
JACKOLA ENGR. & ARCH., P.C.
WITHOUT THE WRITTEN CONSENT OF
MAY NOT BE USED OR REPRODUCED
IS PROPRIETARY. THIS DOCUMENT
THE INFORMATION CONTAINED HEREIN
REVISIONS:
FOR PERMIT
KALISPELL
406-755-3208
#
BOZEMAN
406-586-0707
VANCOUVER
360-852-8746
DRAWN:CHECKED:
info@jackola.com jackola.com
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ELECTRICAL
DETAILS
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N.T.S.2 TYP. RECEPTACLE GROUNDING DETAIL
N.T.S.1 GROUNDING DETAIL
M ONTANA
No.71878PE
PRO
F
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S IONA L E N GINEER
LICEN S E D
MIKI IKEMOTO
BACKUS
A ADDENDUM 7-2-21
N.T.S.3 HAND-OFF-AUTO DETAIL
A
DATE:
JACKOLA ENGR. & ARCH., P.C.
WITHOUT THE WRITTEN CONSENT OF
MAY NOT BE USED OR REPRODUCED
IS PROPRIETARY. THIS DOCUMENT
THE INFORMATION CONTAINED HEREIN
REVISIONS:
FOR PERMIT
KALISPELL
406-755-3208
#
BOZEMAN
406-586-0707
VANCOUVER
360-852-8746
DRAWN:CHECKED:
info@jackola.com jackola.com
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ELECTRICAL
SCHEDULES
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OCCUPANCY SENSOR SCHEDULE
TAG DESCRIPTION
BASIS OF DESIGN POWER
CONNECTION COVERAGE DELAY SENSITIVITY NOTESMANUFACTURER MODEL
OS1 CEILING MOUNT DUAL TECH OCCUPANCY SENSOR NLIGHT NCM-6-RJB LOW VOLTAGE 1200 SF 20 MIN MAX PROVIDE NECESSARY NPP16
POWER PACK WITH DEVICE AS
NEEDED.
OS2 DUAL RELAY WALL SWITCH OCCUPANCY SENSOR NLIGHT NCM-10-RJB LOW VOLTAGE 500 SF 30 MIN MAX PROVIDE NECESSARY NPP16
POWER PACK WITH DEVICE AS
NEEDED.
OS3 OCCUPANCY SENSOR WALL SWITCH SENSOR SWITCH WSX 2P FAN-WH LINE VOLTAGE 20FT NA NA
OS4 OCCUPANCY SENSOR WALL SWITCH SENSOR SWITCH WSX-WH LINE VOLTAGE 20FT NA NA
ELECTRIC HEATER SCHEDULE
TAG DESCRIPTION
BASIS OF DESIGN
MOUNTING WATTS VOLTAGE AMPS Ø POLE NOTESMANUFACTURER MODEL
EUH-1 ELECTRIC UNIT HEATER CADET CSC101TW WALL 1100 W 120 V 9.2 A 1 1
NOTES:
TOTAL EST. DEMAND:86.2 A
RCPT 8700 VA 100.00% 8700 VA TOTAL CONN.:84.9 A
LIGHTS 1225 VA 125.00% 1531 VA TOTAL EST. DEMAND:20681 VA
HVAC 874 VA 100.00% 874 VA TOTAL CONN. LEAD:20375 VA
HEAT 9576 VA 100.00% 9576 VA
LOAD CLASSIFICATION CONNECTED
LOAD
DEMAND
FACTOR
ESTIMATED
DEMAND PANEL TOTALS
TOTAL AMPS:95.1 A 102.2 A
TOTAL LOAD:11412 VA 12263 VA
41 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 42
39 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 40
37 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 38
35 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 36
33 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 34
31 S. GARAGE DOOR 101 20 A 1 800 VA 0 VA 1 20 A SPARE 32
29 SPARE 20 A 1 0 VA 1100 VA 1 20 A EUH-1 R.R.104 30
27 RCPT S. SHOP 101 20 A 1 540 VA 720 VA 1 20 A RCPT MEZ STORAGE 28
25 SPARE 20 A 1 0 VA 800 VA 1 20 A N. GARAGE DOOR 101 26
23 UH-2 S. SHOP 101 15 A 1 288 VA 360 VA 1 20 A RCPT S. UTILITY / MECH 103 24
21 SPARE 20 A 1 0 VA 720 VA 1 20 A RCPT EVIDENCE / STOR. 105 22
19 RCPT N. SHOP 101 20 A 1 900 VA 4500 VA 20
17 RCPT EVIDENCE / STOR. 105 20 A 1 540 VA 4500 VA 2 50 A DWH-1 UTILITY / MECH 103
18
15 MID. GARAGE DOOR 101 20 A 1 800 VA 816 VA 1 20 A H.O.A. / EF-1 SHOP 101 16
13 RCPT R.R. 104 20 A 1 360 VA 14
11 RCPT N. UTILITY / MECH 103 20 A 1 360 VA 688 VA 1 20 A LIGHTS/EF-2 SHOP 101 12
9 RCPT I.T. RACK 103 20 A 1 1800 VA 288 VA 1 15 A UH-1 N. SHOP 101 10
7 LIGHTS EVIDENCE / STOR. 105 20 A 1 131 VA 1100 VA 1 20 A EUH-1 UTILITY / MECH 103 8
5 LIGHTS MEZZANINE 20 A 1 105 VA 1100 VA 1 20 A EUH-1 EVIDENCE / STOR. 105 6
3 EF-3 EVIDENCE / STOR. 105 20 A 1 29 VA 75 VA 1 20 A LIGHTS UTILITY / MECH 103 4
1 EF-4 R.R. 104 20 A 1 29 VA 70 VA 1 20 A LIGHTS R.R. 104 2
CKT CIRCUIT DESCRIPTION TRIP POLE A B POLE TRIP CIRCUIT DESCRIPTION CKT
NOTES:
ENCLOSURE:NEMA 1 MCB RATING:225A
MOUNTING:SURFACE WIRES:3 MAINS RATING:225A
SUPPLY FROM:UTILITY MSD PHASES:1 MAINS TYPE:MCB
LOCATION:UTILITY/MECH...VOLTS:120/240 A.I.C. RATING:10,000 AIC
PANEL: P1
LIGHTING FIXTURE SCHEDULE
TAG DESCRIPTION
BASIS OF DESIGN
MOUNTING VOLT WATTS
LAMP
NOTESMFR CATALOG SERIES COLOR TEMP LUMENS
E1 CEILING EXIT LIGHT LITHONIA LES 1 R 120/277 EL N SD CEILING/SURFACE 120 V 5 W 90 MIN BATTERY BACKUP INCLUDED.
L1 LED WRAPAROUND FIXTURE LITHONIA BLWP4-40L-ADSM-120-EZ1-LP840 SURFACE 120 V 35 W 4000K 4099 lm
L1E LED WRAPAROUND FIXTURE LITHONIA BLWP4-40L-ADSM-120-EZ1-LP880 SURFACE 120 V 35 W 4000K 4099 lm BATTERY BACKUP INCLUDED.
LB1 SUSPENDED LED LOW BAY FIXTURE LITHONIA MSL-10000LM-SBL-120-GZ10-40K-80CRI-CS1W-
WH
SURFACE 120 V 86 W 4000K 9798 lm
LB1E SUSPENDED LED LOW BAY FIXTURE LITHONIA MSL-10000LM-SBL-120-GZ10-40K-80CRI-CS1W-
WH
SURFACE 120 V 86 W 4000K 9798 lm BATTERY BACKUP INCLUDED.
W1 LED WRAPAROUND FIXTURE LITHONIA BLWP2-40L-ADSM-120-EZ1-LP830 WALL 120 V 17 W 3000K 1200 lm
WP1 LED WALL PACK LITHONIA ARC1LED-P3-40K-MVOLT-E4WH-PE-DBLXD WALL 120 V 24 W 4000K 3021 lm
WP2 DECORATIVE LED WALL SCONCE LITHONIA OLLWU LED-P1-40K-MVOLT-DDB WALL 120 V 24 W 4000K 500 lm FIXTURE TO BE EQUIPPED WITH EGRESS BATTERY BACKUP. PROVIDE AND INSTALL COMPATIBLE EMERGENCY
REMOTE DRIVER. BASIS OF DESIGN: BODINE BSL17 SERIES. COORDINATE WITH MANUFACTURER TO ENSURE
MAKE AND MODEL NUMBER IS CURRENT AND REMAINS APPLICABLE TO APPLICATION.
M ONTANA
No.71878PE
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LICEN S E D
MIKI IKEMOTO
BACKUS
A ADDENDUM 7-2-21
Com-Check Info:
9.4.1.1 -Automatic controls to shut off all building lighting installed:
Occupancy sensors are installed in all areas.
9.4.1.2 -Indepent lighting controls installed per approved lighting plans and all manual controls are readily accessible and visible to occupants.
9.4.1.3 -Parking garage lighting is equipped with required lighting controls and daylight transition zone lighting.
Not applicable.
9.4.1.4 -Primary sidelighted areas >=250 ft2 are equipped with required lighting controls.
Not applicable.
9.4.1.5 -Enclosed spaces with daylight area under skylights and rooftop monitors >900 ft2 are equipped with required lighting.
Not applicable.
9.4.1.6 -Separate lighting control devices for specific uses installed per approved lighting plans.
Occupancy sensors, photocells, and digital controls are to be used for specific uses as shown.
9.4.1.7 -Automatic lighting controls for exterior lighting installed.
Exterior lighting shall be controlled via photocell as indicated on drawings and in lighting fixture schedule Catalog #.
9.4.3 -Exterior grounds lighting over 100 W provides >60 lm/W unless on motion sensor of fixture is exempt from scope of code or from
external LPD.
Not exterior lighting fixtures are >60 lm/W. Code article is not applicable.
9.7 -Plans, specificiations, and/or calculations provide all information with which compliance can be determined for the exterior
lighting and electrical systems and equipment and documant where exceptions to the standard are claimed. Information provided should
include interior lighting power calculations, wattage of bulbs and ballasts, transformers, and control devices.
Exterior Lighting:
Tradable Wattage 120W
Main door/Back Door -Allowed 120W
WP2 LED fixture -2 fixture @ 24W = 48W
Total Proposed Wattage = 48W
COMPLIES WITH ENERGY REQUIREMENTS.
4.2.2,9.4.4,9.7 -Plans, specificiations, and/or calculations provide all information with which compliance can be determined for the interior
lighting and electrical systems and equipment and documant where exceptions to the standard are claimed. Information provided should
include interior lighting power calculations, wattage of bulbs and ballasts, transformers, and control devices.
See lighting fixture schedule, occupancy sensor schedule and electrical sheets for device and fixture information.
Interior Lighting:
Warehouse (~1610 sq ft)
Allowed Wattage -1063
L1/E LED fixture -10 fixtures @ 35W = 350W
W1 LED fixture -1 fixture @ 17W = 17W
LB1 LED low bay fixture -8 fixtures @ 86W = 688W
Total Proposed Wattage = 1055W
COMPLIES WITH ENERGY REQUIREMENTS.
8.7.1 -Furnished asbuilt drawings for electric power systems within 30 days of system acceptance.
Contractor shall furnish asbuilts drawings for electric power systems within 30 days of system acceptance as required by code.
8.7.2 -Furnished O&M instructions for systems and equipment to the building owner or designated representative.
Contractor shall provide programming instructions associated with digital lighting controls as required by code.
9.4.2 -Exit signs do not exceed 5 watts per face.
Basis of design Exit sign is rated for 5W. Any lighting substitutions for Exit signs shall be <=5W.
9.6.2 -Additional interior lighting power allowed for special functions per the approved lighting plans and is automatically controlled and
separated from general lighting.
All lighting controls are automatically controlled and are separate from general lighting.
A
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