CP192559 - Notice 15-02
Addendum No. 1
CU WIND TUNNEL ADDENDUM 1
2015 02 05
GENERAL
The bid bond form is included as part of this addendum.
CIVIL
See updated utility plan.
SOILS
See included updates from PSI
ARCHTECTURAL
A0.02 Assemblies
▫ All exposed gypsum board terminations shall be treated with metal J-bead in compliance with
UCB standards.
▫ Metal cap flashing shall have keeper metal on all caps
A1.03 Roof Plan – Provide crickets upslope of all roof curbs to ensure positive, unimpeded drainage.
ELECTRICAL
See updated drawings.
/
303 247 0405
MECHANICAL / PLUMBING
In specification section 210000 – change the edition dates in subsection 1.04 A. items 3 and 4, to 2013.
In the same specification section, 1.04a items 5, 6 and 7, to 2012.
Delete the last sentence of subsection 1.06 E. 3. Which reads ‘the City of Boulder Fire Department
shall be invited to witness the test.”
Delete the phrase “or walking-lug” from subsection 2.07 B and 2.07 C.
/
STRUCTURAL
There was no concrete sealer product information listed in Division 3 of the specifications. The product
should options are as follows.
▫ Solvent Based Curing Compounds: ASTM C309 Type I Acrylic Base, Sonneborn “Kure-N-Seal
W.” For concrete floors to which no finish will be applied (i.e., this project), apply a heavy first
coat. Toward the end of the project, apply a second light coat. Buff to gloss finish using a 3M
Black Pad Polisher.
1445 PEARL STREET SUITE 208 BOULDER, CO 80302
A6.01 Schedules
▫ Door leverset for the C-Cure Entry Door 101 was incorrectly listed. It should be Schlage
L9080EU. That door also needs to be corded and well electric hinge or an EPT 10.
WWW.CHRISTOPHERHERR.COM
A4.01 Interior Elevations – Toilet Accessories as follows
▫ Bobrick B-2888 toilet paper dispensers (quantity 2)
▫ Georgia Pacific Cormatic HV200K paper towel dispenser with smoke cover
▫ Gojo FMX-12 soap dispenser, model 5150 in dove gray
STATE OF COLORADO
OFFICE OF THE STATE ARCHITECT
STATE BUILDINGS PROGRAMS
BID BOND
Institution/Agency: University of Colorado Boulder
Project No./Name: CP192559 WIND TUNNEL BUILDING
KNOW ALL MEN BY THESE PRESENTS:
WHEREAS,
hereinafter called the “PRINCIPAL”, is submitting a
PROPOSAL for the above described project, to the STATE OF COLORADO, hereinafter called the “OBLIGEE”.
WHEREAS, the Advertisement for Bids has required as a condition of receiving the Proposals that the Principal submit with the
PROPOSAL GUARANTY in an amount not less than five per cent (5%) of the Proposal, which sum it is specifically agreed is to be
forfeited as Liquidated Damages in the event that the Principal defaults in his obligation as hereinafter specified, and, in pursuance
of which Requirement, this Bid is made, executed and delivered.
NOW THEREFORE, the Principal and
a corporation of the State of
, duly authorized to transact business in Colorado, as Surety, are held and firmly bound unto the Obligee, in the
sum of five per cent (5%) of the Principal’s total bid price, lawful money of the United States for the payment of which sum, well and
truly to be made to the Obligee, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and
severally, firmly by these presents.
FURTHER THAT, a condition of the obligation that the Principal shall maintain his Proposal in full force and effect for thirty (30)
days after the opening of the proposals for the project, or, if the Principal’s Proposal is accepted, the Principal shall, within the
prescribed time, execute the required Agreement, furnish the required Performance Bond, Labor and Material Payment Bond,
Insurance Policy, Certificates of Insurance and Certification and Affidavit Regarding Illegal Aliens, then this obligation shall be null
and void, otherwise it shall remain in full force and effect, and subject to forfeiture upon demand as Liquidated Damages.
IN WITNESS WHEREOF said Principal and Surety have executed this Bond, this
day of
, A.D., 2015.
THE PRINCIPAL
(Corporate Seal)
Company Name
ATTEST
Secretary
Address (including city, state and zip)
Phone number:
Name (Print)
Signature
Name (Print) and Title
Email address: _______________________________________________________________
SIGNATURES
If the “Principal” is doing business as a Corporation, the Bid Bond shall be signed by an officer, i.e., President or
Vice President. The signature of the officer shall be attested to by the Secretary and properly sealed.
If the “Principal” is an individual or a partnership, the Bid Bond shall so indicate and be properly signed.
(Corporate Seal)
THE SURETY
_____________________________________________
Secretary
By __________________________________________
Attorney-in-Fact
THIS BOND MUST BE ACCOMPANIED BY POWER OF ATTORNEY, EFFECTIVELY DATED.
FAILURE TO PROVIDE A PROPERLY EXECUTED BID BOND WITH A PROPERLY EXECUTED POWER OF ATTORNEY WILL
RESULT IN THE BIDDER’S PROPOSAL BEING DEEMED NON-RESPONSIVE.
_________________________________________________________________________________________________________
State Form SBP-6.14
Rev. 10/2006 1/2015
University of Colorado, Boulder
Facilities PD&C
1540 30th Street, RL-2, Room 110
Boulder, Colorado 80309
Attention:
Jim Faber
Subject
Addendum to Geotechnical Report
Proposed ECAE Wind Tunnel Project
Northwest Corner of Foothills Parkway
& Colorado Boulevard
East Campus, MacAllister Research Center
Boulder, Colorado
PSI Project No. 0532802
February 4, 2015
Dear Mr. Faber:
In response to an email from Bill Willis, with Martin/Martin Inc to Christopher Herr, on January
26, 2015, PSI has prepared this addendum to PSI’s original geotechnical investigation from
May 2014. This addendum includes recommendations for the overexcavation being performed
for the CU Wind Tunnel Project at the MacAllister Research Center in Boulder, Colorado.
Project Information
PSI understands that the University of Colorado is planning the construction of a new building
at the MacAllister Research Center on the northwest corner of Foothills Parkway and Colorado
Avenue on the East Campus in Boulder Colorado.
The proposed structure will be
approximately 3,800 square feet and will be a single-story structure. This addendum addresses
overexcavation and sloping concerns raised by Mr. Willis, as detailed in his email dated January
26, 2015. The concerns listed are as follows:
1. Provide recommendations regarding whether the over-excavation limits outside the
building footprint may be reduced.
2. Provide recommendations on whether a 1:1 (H:V) cut slope may be allowed during
excavation (without shoring).
3.
Provide recommendations on the maximum excavation depth that may be allowed
utilizing a 1:1 cut slope (without shoring).
4. Provide recommendations on alternative soil stabilization methods (i.e. shoring) that
may be used by the contractor(s) should a 1:1 cut slope be determined unfeasible
for the existing soil profile.
Professional Service Industries, Inc. • 1070 West 124th Ave, Suite 800 • Westminster, Colorado 80234 • 303-424-5578 (phone)
CU Wind Tunnel - Addendum
PSI Project No. 0532802
February 4, 2015
Page 2 of 4
Original Report
PSI performed a geotechnical investigation for the proposed development and issued a report
entitled, “Report of Geotechnical Engineering Evaluation, Proposed ECAE Wind Tunnel Project,
Northwest corner of Foothills Parkway and Colorado Avenue, East Campus, MacAllister
Research Center, Boulder, Colorado,” PSI Project No. 0532802, dated May 23, 2014.
Subsequent Meeting and Discussions
Subsequent to issuance of the above referenced report, PSI was contacted by Mr. Willis with a
request for sloping and overexcavation recommendations. Initial recommendations from PSI
was to overexcavate 5 feet of existing fill, mix, moisture condition and recompact. PSI had
made this recommendation based on the final floor elevation of the structure being at or near
the existing elevation of 5255 feet AMSL (above mean sea level). However, actual final floor
elevation is planned for 5251.2 feet AMSL. This addendum contains new overexcavation
recommendations, as well as sloping and shoring recommendations. Other recommendations
provided in PSI’s report remain valid.
Site Work Recommendations
Directly addressing the concerns laid out in the email.
1. Provide recommendations regarding whether the over-excavation limits outside the building
footprint may be reduced.
The overexcavation limits outside the building footprint have been reduced to 3 feet surveyed at
base of excavation. Based upon the additional changes to the overexcavation requirements
laid out in this addendum, the limits were also changed.
2. Provide recommendations on whether a 1:1 (H:V) cut slope may be allowed during
excavation (without shoring).
Based upon OSHA requirements PSI has classified the on-site soils as a Class B. OSHA
specifications allow for a 1:1 sloping for Class B material.
3. Provide recommendations on the maximum excavation depth that may be allowed utilizing a
1:1 cut slope (without shoring).
Based upon the Class B specifications from OSHA, 1:1 sloping is limited to 20 feet below
grade.
4. Provide recommendations on alternative soil stabilization methods (i.e. shoring) that may be
used by the contractor(s) should a 1:1 cut slope be determined unfeasible for the existing
soil profile.
No additional recommendations have been provided based upon the allowable use of 1:1
sloping.
CU Wind Tunnel - Addendum
PSI Project No. 0532802
February 4, 2015
Page 3 of 4
To prepare the site for construction, existing topsoil, vegetation, and large root systems should
be removed. In addition, we recommend that any buried utilities and irrigation lines in the
proposed building footprint be removed and relocated. Irrigation systems need to be properly
capped and abandoned. Because the site is developed there is the potential for construction
debris and deleterious materials. If unanticipated material such as construction debris, trash or
other undesirable material is encountered during construction, they should be removed off site.
Trash and debris should be disposed of in accordance with local and state regulations.
To limit the risk of variations in settlement, PSI recommends that the building area be
excavated to a depth of 5 feet below final subgrade elevation or to native sands, whichever is
shallower, and replaced with mixed, moisture conditioned and recompacted on-site soils.
Based on the final floor elevation of 5251.2, it is anticipated that there will be areas of the
excavation that will not require the full 5 feet of overexcavation. In areas where native wellgraded sands are encountered, excavation can cease at that current elevation. Excavation
should extend 3 feet beyond building limits where possible. Care should be taken with on-site
soils to maintain moisture levels throughout the construction process. Special care to not allow
fill surfaces to dry out should be performed. Large deviations in moisture content may increase
the potential for swell.
The exposed overexcavation grade should be proof-rolled and moisture-conditioned and
recompacted if areas of loose or unsuitable soils are encountered. A vibratory roller may be
utilized to achieve compaction; however, due to the close proximity of adjacent buildings some
damage may occur to existing structures. Therefore, vibrations should be monitored. If high
vibrations or signs of damage to adjoining buildings occur then vibratory settings on equipment
should be lowered to a frequency that produces acceptable vibration levels or the static weight
of the equipment only should be used for compaction. Compaction of the proposed addition
subgrade should be performed such that subgrade soils have been compacted to the
recommendations provided in Section 5.2 of our Geotechnical report. Areas where the
recommended density has not been achieved should be recompacted or undercut to firm soils
and backfilled with structural fill.
Sloping and Shoring
Based on the data obtained from the borings and our understanding of required excavation
depths, the in-situ soils may be excavated with moderate effort at this site. Conventional
excavation equipment (track hoes) may be suitable for excavation purposes in the overburden
soils and bedrock material encountered. Excavations should be adequately shored or sloped to
prevent side wall collapse. PSI has classified the on-site fill material as a “Type B” soil. Type
B soils can incorporate a 1:1 slope.
All excavations should be sloped or shored in the interest of safety, following local and federal
regulations. In Federal Register Volume 54, No. 209 (October 1989), the United States
Department of Labor, Occupation Safety and Health Administration (OSHA) amended its
“Construction Standards for Excavations, 29CFR, Part 1926, Subpart P.” OSHA initiated this
rulemaking action to establish clearly the requirements for protection of employees in excavations.
The intended effect of this regulation is to increase safety for these workers. It is mandated by
this federal regulation that all excavations, whether they be utility trenches, basement excavations,
or footing excavations, be constructed in accordance with the revised OSHA guidelines. It is our
understanding that these regulations are enforced and if they are not followed the owner and the
contractor could be liable for substantial penalties.
FIXTURE SCHEDULE
KEY
LAMP(S)
DESCRIPTION
FINISH
VOLT
MOUNTING
MFR
CAT. NO.
A
77W 10000lm
LED 3500K 80
CRI
8' LED STRIP WITH SMALL PROFILE HOUSING AND INTEGRAL
0-10V DIMMING DRIVER
WHITE
277
CHAIN @ 14'
A.F.F.
WILLIAMS
75-8-LED*PH100/835277
B
10W 3500K 82
CRI
2' VERTICAL LED FIXTURE WITH SHIELD AND INTEGRAL
DRIVER
NATURAL
ALUMINUM
277
WALL
C
16W 1100lm
LED 3500K
80 CRI
4" ARCHITECTURAL LED DOWNLIGHT WITH INTEGRAL DRIVER
AND DAMP LOCATION LABEL
WHITE
277
RECESSED
INTENSE
SS4G2-1100358-27IC430-C-SF
D
66W 6242lm
LED 4000K
LED SECURITY WALL PACK WITH TYPE III DISTRIBUTION AND
INTEGRAL PHOTOCELL
BLACK
UNV
WALL - VERIFY
HEIGHT WITH
ARCHITECT
CREE
SEC-EDG-3M-WM-06-EUL-BZ-350-40K-P
X1
FURNISHED
WITH UNIT
LED SINGLE FACED EXIT SIGN WITH BATTERY AND SELF
DIAGNOSTICS
WHITE
UNV
WALL OR
CEILING
EXITRONIX
G502-WB-WH-AT-DL
X2
FURNISHED
WITH UNIT
LED DOUBLE FACED EXIT SIGN WITH BATTERY AND SELF
DIAGNOSTICS
WHITE
UNV
WALL OR
CEILING
EXITRONIX
G503-WB-WH-AT-DL
EM1
FURNISHED
WITH UNIT
EMERGENCY EGRESS LIGHT WITH BATTERY AND SELF
DIAGNOSTICS
WHITE
UNV
WALL
DUAL-LITE
LZ-2I
ARCHITECTURAL LPWG-2.2-2'-W5-W5-DLIGHTING WORKS
277-LENS-AL
(NEW)
FLUSH
SURFACE
NEMA RATING:
1
3R
ISOLATED GROUND BUS:
A.I.C. RATING: 14,000
-----
MAIN C.B.: 400 AMP
LOCATION:
BUS SIZE: 400 AMP
SERVICE ENTRANCE RATED:
BRANCH BREAKERS
CD
L
DESCRIPTION
SIZE
P
CIR.
LIGHTS-INTERIOR
SPARE
SPARE
SPARE
SPARE
20
20
20
20
20
1
1
1
1
1
1
3
5
7
9
SPARE
SPARE
SPARE
SPARE
20
20
20
20
1
1
1
1
11
13
15
17
SPARE
SPARE
SPARE
SPACE ONLY
SPACE ONLY
20
20
20
-
1
1
1
-
19
21
23
25
27
SPACE ONLY
-
-
29
CD
LOAD
CONNECTED
LIGHTING
R RECEPTACLES (1ST 10000)
R RECEPTACLES (REMAINING)
L
ML MOTOR (LARGEST)
1732 VA
0 VA
0 VA
103092
46887
0
14301
MR MOTORS (REMAINING)
H ELECTRIC HEAT
MI ELECTRICAL MISC.
VA
VA
VA
VA
LEFT PHASE LOAD
A
B
RIGHT PHASE LOAD
C
A
1732
B
C
34364
-
34364
-
34364
-
14410
-
14410
-
14410
-
1219
-
1219
-
1219
-
-
-
-
-
4767
-
4767
CIR.
SIZE
2
4
6
8
10
150
12
14
16
18
20
22
24
26
28
P
DESCRIPTION
3
90
3
20
3
20
20
20
100
4767 30
1732
0
0
54760 54760 54760
56492 54760 54760 Total Connected V.A.
2E+05 =Total Connected VA all Phases
1
1
1
-----
ML
WIND TUNNEL DRIVE
--------RTU-1
ML
--------EJ-1
----SPARE
MR
ALL HOT WORK ACTIVITIES DURING CONSTRUCTION, E.G. USING HEAT
GUNS, SOLDERING, BRAZING, WELDING, GRINDING, POWER DRIVEN
STUDS, METAL CUTTING USING POWER TOOLS OR OTHER ACTIVITIES
INVOLVING FLAMES OR SPARKS REQUIRE AND APPROVED HOT WORK
PERMIT. IF A HOT PERMIT IS REQUIRED, THE CONTRACTOR SHALL
FOLLOW THE PROCEDURES. HOT WORK PERMIT FORMS ARE AVAILABLE
FROM CU PROJECT MANAGERS, FM OFFICE OF PLANNING, DESIGN AND
CONSTRUCTION AND THE OFFICE WEB SITE:
(http://colorado.edu/facilitiesmanagement/pdc/safety/index.html)
2.
THE PROJECT STAGING AREA AND CONSTRUCTION ACTIVITIES SHALL
NOT CAUSE OBSTRUCTION OF THE PATHS OF EGRESS INSIDE THE
BUILDING, BLOCK EXIT DISCHARGE FROM THE BUILDING OR IMPEDE
EMERGENCY VEHICLE ACCESS TO THE AREA.
3.
IF THE CONSTRUCTION GENERATES DUST OR FUMES INSIDE THE
BUILDING, NECESSARY MEASURES ARE TO BE TAKEN TO PREVENT THE
NUISANCE ACTUATION OF ANY NEARBY SMOKE OR DUCT DETECTORS.
PLEASE CONTACT THE FIRE SYSTEM GROUP TO MAKE NECESSARY
ACTIONS. IF SMOKE DETECTORS ARE COVERED THEY MUST BE
REMOVED AND THE END OF EACH WORK DAY.
4.
ALL PENETRATIONS THROUGH FIRE RATED CORRIDORS OR
FLOOR/CEILING ASSEMBLIES SHALL BE FIRE STOPPED WITH A MATCHING
RATING.
5.
ALL OUTAGES OF THE FIRE SYSTEMS SHALL BE BASED ON CAMPUS
PROCEDURES. THE CAMPUS PROCEDURES ARE AVAILABLE FROM THE
FLS WEB SITE: (http://colorado.edu/facilitiesmanagement/pdc/safety/index.html)
6.
PROTECT SPRINKLERS AGAINST MECHANICAL DAMAGE AND PAINT
OVERSPRAY.
7.
ALL WORK SHALL COMPLY WITH UCB AND OIT STANDARDS, UBC 2009
AND NEC 2014. CONTACT FACILITIES MANAGEMENT FOR ALL
INSPECTIONS.
8.
ALL EXISTING CONDUIT AND WIRE NOT BEING REUSED SHALL BE
REMOVED IN ITS ENTIRETY BACK TO SOURCE.
9.
ALL EXISTING DEVICES SHOWN TO REMAIN SHALL BE RECONNECTED AS
REQUIRED AFTER DEMOLITION IS COMPLETE.
10.
NEW CONSTRUCTION SHALL NOT BLOCK OR LIMIT ACCESS TO EXISTING
COMMUNICATION PATHWAYS. ALL NEW ELECTRICAL INSTALLATION
SHALL COMPLY WITH OIT STANDARDS FOR EMI DISTANCES BETW EEN
THE ELECTRICAL AND COMMUNICATION WIRING (REFER TO OIT
STANDARDS 27 15 00-3.02. CLEARANCES FROM EMI SOURCES).
11.
ALL EXISTING COMMUNICATION WIRING SHALL BE DEMOLISHED BY CU
OIT CONTRACTORS ONLY.
12.
SAW-CUT SLURRY, SEDIMENT/SOILS, AND ALL OTHER MATERIALS AND
PROCESS WATERS MUST BE CAPTURED FOR PROPER DISPOSAL AND
NOT ALLOWED TO BE DISCHARGED TO STORM DRAINS, GUTTERS,
PARKING LOTS, OR OTHER STORM CONVEYANCES. USE PROPER BEST
MANAGEMENT PRACTICES (BMP’S) TO PROTECT FROM CONTAMINATED
RUN-OFF THAT COULD END UP IN BOULDER CREEK; THE FOLLOWING
WEB SITE HAS EXAMPLES THAT CAN BE REVIEW AS APPLICABLE:
(http://pacepartners.com/municipal-operations)
13.
ANY ELECTRICAL WORK THAT WILL INTERFERE WITH OR INTERRUPT THE
OPERATION OF BUILDINGS, OR SERVICES, MUST BE COORDINATED WITH
THE OWNER AND CONTRACTOR AT LEAST 14 CALENDAR DAYS IN
ADVANCE FOR PROPER SCHEDULING. THE CONTRACTOR SHALL SUBMIT
A REQUEST FOR THE OUTAGE TO THE OWNER DETAILING THE REASONS
FOR THE OUTAGE, AREAS AFFECTED,
AND
SEQUENCE OF
PROCEDURES TO ACCOMPLISH WORK. THE CONTRACTOR SHALL OBTAIN
WRITTEN AUTHORIZATION FROM THE OWNER FOR ALL PROPOSED
OUTAGES. THESE CONNECTIONS MAY HAVE TO BE DONE AT ANY HOUR
OF ANY DAY AT NO INCREASE IN PRICE. OUTAGES SHALL BE MINIMUM
TIME PERIODS. ALL PREPARATION WORK SHALL BE PLANNED AND
EXECUTED PRIOR TO ACTUAL OUTAGE. IN ALL CASES ALL MATERIAL
SHALL BE FURNISHED BY THE CONTRACTOR. SUBMIT WRITTEN PLAN
WITH TIME LINE FOR REMOVAL, INSTALLATION AND CONNECTION OF
GENERATOR SETS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
AND ALL TEMPORARY POWER REQUIRED.
14.
ALL OUTAGES REQUIRE A DETAILED MOP. THE MOP SHALL DETAIL ALL
WORK PROPOSED BY THE CONTRACTOR, INCLUDING TIME SEQUENCE,
TASKS, RESPONSIBILITIES AND ESTIMATED COMPLETION TIMES. THE
MOP SHALL INCLUDE A DETAILED BREAKDOWN OF THE
UNIVERSITY/CONTRACTOR
COORDINATION CHECKPOINTS
AND
PROPOSED SAFETY MEASURES. THE MOP SHALL BE SUBMITTED FOR
REVIEW AND APPROVAL PRIOR TO SCHEDULING THE OUTAGE.
15.
ALL STRUCTURAL ELEMENTS MUST BE X-RAYED TO AVOID REBAR
LOCATIONS PRIOR TO ANY SAW CUTS OR CORE DRILLING.
ML
MR
MR
MR
MR
MR
SPARE
SPARE
----PANEL "LA" (75KVA)
-----
3
CD
1.
MI
MI
MI
D.F. Est. KVA AMPS
1.25
1.00
0.50
2.2
0.0
0.0
1.25 128.9
1.00 46.9
1.25
0.0
1.00 14.3
NOTES
NOTES
VOLTAGE: 277/480V-3PH-4W
PANEL "HA"
NOTES
MOUNTING:
1. PROVIDE NEW BREAKER IN EXISTING SPACE.
2. REPLACE EXISTING SPARE BREAKER WITH NEW BREAKER SHOWN.
3. PROVIDE ARC-FAULT BREAKER.
TOTAL ESTIMATED LOAD
166012 VA
192.2 231.6
ALL SINGLE PHASE SHARED NEUTRAL CIRCUITS SHALL BE SUPPLIED WITH BREAKER HANDLE TIES PER NEC 210.4
PROVIDE FAULT CURRENT LABELING AS REQUIRED BY 2011 NEC 110.4
(NEW)
FLUSH
SURFACE
NEMA RATING:
1
3R
PANEL "LA"
ISOLATED GROUND BUS:
A.I.C. RATING: 10,000
-----
MAIN C.B.: 200 AMP
LOCATION:
BUS SIZE: 225 AMP
SERVICE ENTRANCE RATED:
BRANCH BREAKERS
CD
DESCRIPTION
SIZE
P
CIR.
20
20
1
1
1
3
20
20
20
1
1
1
5
7
9
20
20
1
1
11
13
20
20
1
1
15
17
SPARE
SPARE
20
20
1
1
19
21
SPARE
SPARE
SPARE
20
20
20
1
1
1
23
25
27
SPARE
SPARE
20
20
1
1
29
31
SPARE
SPARE
20
20
1
1
33
35
SPARE
SPARE
SPARE
20
20
20
1
1
1
37
39
41
R RECEPT-NORTH
R RECEPT-NORTH SINK AND R.R
R RECEPT-NORTH AND VESTIBU
R RECEPT-CONTROL ROOM
R RECEPT-CONTROL ROOM
R RECEPT-SOUTH, EAST, EXT.
R RECEPT-SOUTH AND EAST
R RECEPT-CORD DROPS WEST
R RECEPT-CORD DROPS-EAST
CD
LOAD
LEFT PHASE LOAD
A
CIR.
SIZE
P
2
4
20
20
1
1
6
8
10
20
20
20
1
1
1
12
14
20
20
1
1
TEMP CNTL PANEL
SP-1
16
18
20
20
1
1
UH-1
UH-2
MI
20
22
20
20
1
1
H
24
26
28
20
20
20
1
1
1
WATER HEATER WH-1
SPARE
SPARE
30
32
20
20
1
1
SPARE
SPARE
-
34
36
20
20
1
1
SPARE
SPARE
-
38
40
42
20
20
20
1
1
1
SPARE
SPARE
SPARE
C
720
720
250
1800
540
380
900
360
500
1176
360
828
360
-
828
1440
-
-
-
-
-
-
-
-
-
-
-
-
-
1620
6756
1980 5136 1928 1578
Total Connected V.A.
3558
13502 =Total Connected VA all Phases
AMPS
D.F.
KVA
0 VA
6680 VA
1.25
1.00
0.0
6.7
R RECEPTACLES (REMAINING)
0 VA
1800 VA
1176 VA
0.50
1.25
1.00
0.0
2.3
1.2
1440 VA
2406 VA
1.25
1.00
1.8
2.4
H ELECTRIC HEAT
B
720
720
CONNECTED
MI ELECTRICAL MISC.
A
360
LIGHTING
R RECEPTACLES (1ST 10000)
MR MOTORS (REMAINING)
RIGHT PHASE LOAD
C
540
L
ML MOTOR (LARGEST)
B
DESCRIPTION
CD
RECEPT-WIND TUNNEL NORTH R
RECEPT-WIND TUNNEL SOUTH R
NAC PANEL
MI
ACCU-1/SSAC-1
ML
EF-1, EF-2, ROOF-TOP RECEPT. R
MI
MR
MI
SPARE
SPARE
1260
3188
NOTES
NOTES
VOLTAGE: 120/208V-3PH-4W
NOTES
MOUNTING:
1
2
3
TOTAL ESTIMATED LOAD
13502 VA
14.3
39.8
ALL SINGLE PHASE SHARED NEUTRAL CIRCUITS SHALL BE SUPPLIED WITH BREAKER HANDLE TIES PER NEC 210.4
PROVIDE FAULT CURRENT LABELING AS REQUIRED BY 2011 NEC 110.4