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· DESIGN CONCEPT SUBMISSION/
August 30, 1978
KAMLOOPS MEDIUM SECURITY INSTITUTION
Kamloops, B.~-
CONSULTANTS:
Architectural:
Aubrey, MacKinnon & Partners
Structural:
McKenzie Snowball Skalbania & Assoc.
Mechanical:
HV
8829
. C2
K3
1978
D. W. Thomson Consultants Ltd.
Park & Djwa Engineering Co.
Electrical:
W. T. Haggert & Co. Ltd.
Landscaping:
Public Works Canada
H·,,
og
J
c
v- ~
28 August 1978
{'"'1 18
AUBREY
MACKINNON
& PARTNERS
ARCHITECTS
Mr. A. Kee
Project Manager
Public Works Canada
1110 West Georgia Street
Van couver. British Columbia
V6E 3W5 .
500-153 seymour st.
kdmloops, b.c. v2c 2c7
(604) 372-8845
Dear Alex
RE :
Kamloops Medium Security Institution
We are pleased to submit 9 copies of the Design
Concept Submission for the above project.
Our Submission, as outlined in your revised
Project Brief, includes the following:
A.
200 - 112 st. arrrs rd.
campbell river, b.c. v9w 4c4
(604) 287-7812
Architectural Drawings
1.
2.
5.
Drawing
Drawing
Drawing
Drawing
Drawing
6.
Drawing #AP .6
7.
Drawing #AP.7
8.
9.
Drawing #AP .8
Drawing #AP.9
3.
4.
#AP.l
#AP.2
#AP .3
#AP. 4
#AP . 5
Location Plan
Overall Site Plan
Site Plan
Living Units
Social Development,
Food Services, Maintenance, Institutional
Services
Vocational Training,
Industries Supplies and
Stores
Administration Complex,
Admission & Discharge,
Health Care & Dissociation
Perspective Sketch
Perspective Sketch
.... ... /2
ROLAND G. AUBREY.
b .arch., m.r.a.l.c.
A. GRANT MacKINNON,
b.arch .. m.r.a.i.c.
EDMUND B. LEITCH.
b.arch .. m.r.a.l.c .
TREVOR J.M. OWEN.
b.arch .. m.r.a.i.c..
KENNETH R HOUSE,
b.arch., m.r.a.i.c.
28 August 1978
Mr . A. Kee
Page 2
B.
Architectural Written Repqrt
Including l andscaping, Cost Estimate, Space
Summar y, and Meteorological Summary.
C.
Structural Report
D.
Mechani cal Report
E.
1.
Heating, Ventilati ng and Air Condi tioni ng
2.
Plumbi ng
Electri cal Report
Yours very truly
R. G. Aubrey
AUBREY, MACKI NNON & PARTNERS
ARCHITECTS
RGA : pk
Encl.
ROLAND G. AUBREY.
A. GRANT MacKINNON,
b .arch .. m.r.a.l.c.
EDMUND B. LEITCH.
b.arch., m.r.a.l.c.
TREVOR J.M. OWEN,
KENNETH R. HOUSE,
PROJECT NO. 087270
DESIGN CONCEPT SUBMISSION
INDEX
VOLUME ONE
SECTION
PAGES
ARCHITECTURAL REPORT ..... .. ... ... . ..... . ........... ...... .... .' .
1 to 13
STRUCTURAL REPORT ...... . .. . ......... . ...... . ... ... ............ .
1 to
3
Structural Drawings . . .....•.....•................... ... . . ..
Sc.l to Sc.6
Soils Report ..... ... .. .. ... ..... ............... . .. .. ...... .
1 to
9
MECHANICAL REPORT
1.
Heating, Ventilating & Air Conditioning ..... .... . ......... . . .
1 to
6
2.
Plumbing . . . . . . . ... .................................. .. .... . .
1 to
3
ELECTRICAL REPORT . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . .
l to 65
Project No. 087270
1.
Intent
De sign Con cept Submission
Architectural Wr itten Report
Page 1
1. The intent of this submission is to present a
concept of the proposed space planning and their
rel ationshi ps to each other and the site.
2. The presentation is conceptual and subject to
change as further development of the design and
planning takes place. The perspective and elevation
drawings are essentially massing studies and should
not be considered indicative of building character .
Further studies in many discipl ines are required
before a definitive appearance can be established
for the buildings. Care will be taken to produce
energy efficient and easily maintained Buildings.
P.W.C. is providing energy analysis assistance , and
building massing orientation, form of construction,
etc. will be analyzed for optimal energy use within
the program requirements.
Project No . 087270
Design Concept Submission
Architectural Writt en Report
2.
The following documents have been used in the
design .
General
Page 2
l. The Facility Program by B. E.C . i ncluding the
Master Development Document , Appendixes A to G
inclusive, as revised by Addendum No. l dated
April 7 , 1978 and Addendum No . 2 dated 13 June
1978 .
2.
Technical Criteri a Document by C.P. S.
3.
National Building Code of Canada, 1977.
4.
"Measures for Energy Conservation in New
Buildings 1978 11 , NRCC No . 16574.
5.
Integrated Communications of Contr ol Systems
(I CCS) for Canadian Penitentiari es CCS MET - 77002
Issue l dated 9 January 1978.
Project No . 087270
Architectural Written Report
3.
The Architectural objectives are to accommodate
the needs of the program in harmony with the
characteristics of the site, and to design the
physical facilities in accordance with the Briefing Documents and the program.
Objectives
Page 3
In planning this facility, we have attempted to be
responsible to the site , climate, and operational
and security aspects during the planning and design.
The program has suggested a "campus plan" concept
and this concept has been adopted in order to achieve
a balance between the security aspect and the rehabilitation programs.
Project No. 087270
4.
The Kamloops site lies within the boundaries of
the city, approximately four miles West of the City
Centre and adjacent to the Trans-Canada Highway
No. 1. The site is approximately 2,300 feet above
sea level and approximately 1,100 feet above the
town centre. The site lies at approximately 50° N.
latitude. The sun solstices are :
Site Analysis
Page 4
Summer solstice - 68° altitude, rising at 53° East
of North.
Winter solstice - 17° al titude , rising at 52° East
of South.
A Meteorological Summary, included with this report,
is data from the Kamloops Airport, the nearest
weather station at approximate elevation of ~30 f eet .
The property is divided by a highway easement into
a steeply sloping easterly section and a gently
sloping westerly section from which pipelines have
been relocated to provide the irregularly shaped
site. The site is partially covered with pine and
fir trees on the South and East side sloping down
to the West with sagebrush cover. The main external
vistas are the treeless rolling hills to the West.
The flat area outside the Security fence designated
as Parking and Supplies and Stores is a pleasant
grove of pine trees and wild grass.
The existing grades on the site can be grouped into
t hree t ypes:
l.
Relatively flat - N.W. quadrant -
(4%)
2. Moderate slope - N.E. quadrant - (6t%)
3.
Sloping
- S.E. and S.W. quadrants - 12-18%
Page 5
Project No. 087270
Design Concept Submiss ion
5.
Vehicular access to the site is from the adjac ent
Trans-Canada Highway to the South . The Administration Complex and Main Gate to the security fenced
area occurs at the Southeast corner because of the
hill side slopes in all other areas and proximity
to the parking area . The functional units of the
program were placed and orientated on the site
with consideration given to the existing grades,
vehi cle access, solar heat gain and preferred
external vistas .
Site Planning
The large , flat playing fields were placed on the
relatively flat land at the Northwest corner of the
site. The Industries, Vocati onal Training, Maintenance and Social Development functions were the
next l argest areas to be accommodated , and they
were placed in the Northeast quadrant, with the
maximum road grade of 6% for trailer access to
Industries suggesting its position at the upper
end of the slope.
Where feasible, the functional units have been placed
above each other to suit the slope of the site and
avoi d excessive earth fill, as well as provide reduce
energy demands .
Project No . 087270
6.
The functional units of the program have been grouped
in 4 zones according to the times that inmates are
present, thus:
Site Security Zoning
Page 6
Zone 1 :
Inmates Present 24 hr§/7 days
and 16 hrs . /7days
Living Units
Academic
Learning Resources Centre
Social Development
Food Services
Zone 2:
Inmates Present 8 hrs./5 days
Maintenance
Industries
Institutional Services
Vocational Traini ng
Zone 3 :
Inmates Present by invitation
Administration
Family & Social Relations
Admissions & Discharge
Health Care
Dissociation
Zone 4:
Inmate not normally present
Supplies & Stores
Parking outside Double Security Fence
A central Grounds Control Post (Yard Post) is requirec
by the program. The 100 net square feet listed has
been deemed inadequate to accommodate staff and
scanners, so this area has been shown as approximate!)
256 net square feet. Separation between the three
Security Zones within the external security fence is
accomplished by use of a 10 foot fence and building
lines , radiating from the centrally located Yard Post .
Project No . 087270
7.
All buildings i n the Inmate Residence Group are
orientated so that all windows in the Inmate Rooms
face North . The view from the rooms is across the
playfield to the hills above the South Thompson River .
The Northern exposure reduces the heat gain i n the
building and simplifies t he heating system by requiring
only two zones .
Living Units
Page 7
There will be few, if any, additional wi ndows in the
residences . However , natural light wil l be brought
into the interior spaces by mean of a limited number
of skylights .
The buildir:gs w:ill be set into the hillside as much
as possible in order to conserve energy.
As originally requi red, we have maintained the 42man units in order to provi de a human scale, to the
residences. However , due to the l imitations of the
site, the units have ha.d to be brought together to
form two main blocks of three units each .
The units consist of three ranges of 14 men . Each
range is designed as a split level in order to
provide as much feeling of openness as possible and
to allow visual supervision from the LU-1 office .
The split level a l so adapts well to the sloping site.
The plan of the units satisfies all the requirements
of the program.
Project No. 087270
Architectural 1·1ritten Report
8.
Maintenance, Institutional Services, and the Kitchen
are located opposite Vocational Training, served by
a common service yard and included in the same
security zone .
Social Development;
Food Services, Main tenance and Institutional Service
Complex
Page 8
The Dining Room i s located in close proximity and
in the same security zones as the Living Units and
within reasonabl e walking distance of the Administration Complex. The Social Development, Academic,
and Recreational functions are located adjacent to
Outdoor Recreation , Food Services and close to the
Living Units, within the same zone of security. The
gymnasium is immediately next to the playing fields
and the tennis court . (One tennis court has been
deleted because of limitations on suitable space.)
The Social Development Block has been developed on
two storeys to suit the site slope, reduce energy
demands , initial capital cost, and site coverage.
Classrooms on ground level have outdoor instructional
space adjacent . The Mechanical Room has been located
under the Ki tchen central to energy loads, below
grade to reduce excess fill , and cl ose to the service
yard for mai nt enance.
The West-facing windows will require solar treatment
to reduce glare and thermal gain during the summer
afternoons. Deciduous trees have been located
adjacent to the building to a s s ist i n screening out
the late afternoon summer sun.
Page 9
Project No. 087270
9.
Vocational Training has been placed under Industries
to combine the function of the Service Yard, to
reduce excessive earth fill, site coverage and energy
demands. The Industries Building has assumed
dimensions of 130' x 230' to suit the 30,000 square
feet gross area approved by telegram. The length
of the Vocational Training Area, forming a partial
basement under Industries, has been planned to match
the 230 foot length of Industries above, simplifying
the structure. Without a program for Industries, certain
basic assumptions were made:
Vocational Training,
Industries. Supplies
and Stores
A building of 130' x 230' x 24' clear height
with grade level overhead doors on the South
and East (South end) sides and one dock level
door on the East (North end) side, with road
design to accommodate a tractor trailer moving
the completed 15' x 45' modular home off the
site .
The Supplies and Stores facility has been located at
the East end of the Parking area, in one of two
available locations between the pipeline easements
on the property. Discussions with CPS Regional
Security staff confirm that-vandal~m to the building
should not be a problem in that location .
Project No. 087270
10.
Administration
Admission & Discharge
Health Car~ Dissociation
Page 10
1. The Administration Complex is located at the
entrance to the secured area and controls all
pedestrian and vehicular movement in and out of
the Institution. A two-storey building with
partial basement and westerly wing for Family and
and Social Relations, it functions as the nerve
center of the site. The Dissociation, Health Care,
Admissions and Discharge Building to the North
follows the slope of the land as does the various
levels in the Family of Social Relations area.
2. The Administration Building is comprised of
Identification Control which is the first encounter
point for all access to the Institution, and is
operated by two staff members during a two-shift day.
One officer operates the main door and vehicle
sally port, the other observes the scanner and door
pedestrian sally port
J. The Internal Control unit is divided into three
distinct areas: Central Control, "Communications
Hardware", and Security Staff lockers and mustering.
Central Control is situated at the access point for
foot traffic from the Yard Post and is positioned
to monitor the pathway used by staff and inmates,
from the Institution entering Family and Social
Relations or the Administrative Offices. Central
Control has direct access down to the "Communications
Hardware" in the partial Basement Below. The Security
Staff Lockers and Mustering i s located on the second
floor and accessible from the pedes trian sally port.
4. Family and Social Relations foot traffic is
controlled by the pedestrian sally port and Central
Control with separation between access points for
inmates and visitors eliminating potential problems
with mixing before or after visiting. The visiting
area is broken down into smaller areas at different
levels that will accommodate 20 - 40 people, provide
a more relaxed atmosphere, and follow the slope of
the site. Each level has access to outdoor visiting
spaces and is orientated to the South and West, away
from the rest of the Institution. The elevated F.
and S. R. Office has visual control over the total
area.
Project No. 087270
10.
Administration
~A=d=m=i=s=s=i=o=n~&~D=
i=s=c~
h~a~r~g~e~-----
Health Car~ Dissociation
(continued)
Des ign Concept Submission
Pa ge l l
5.
Administration is separated into two areas with
the Executive Administration on the second f l oor
and the support Administration on the Main Floor,
in order to minimize the disrupti on between the daily
running of the Institution and the policy and planning
functions, and to minimize site coverage.
6.
Staff Services are located adjacent to the Support
Administration as they are expected to comprise the
greater users.
7 . Staff Training is adjacent to the Executi ve
Administration and remote from the general circul ati on.
8 . Dissociation is located away from inmate traffic,
reducing the possibility of contraband passing.
Inmate cells face away from the Institution and the
Control Post has visual access to all activities
within the facility.
9.
Health Care Unit inpatient _and outpatient activities are separated by the controlling elements,
the Nurses Station and Senior Health Care Officer.
The inpatient activities , notably the Psychiatric
Ward, are separated from the Ward Rooms to isolate
any possible disturbances. The Ward Room windows
face away from the Institution.
10. Admissions & Discharge receive inmates from a
service vehi cle where they are processed in a linear
progression, under observation by the A & D Officer,
who has secure access to Effects Storage which is
located a half level down, and adjacent, under the
Health Care Unit.
Project No. 087270
Design Concept Submiss ion
11.
The double external security fence area will require
modifications to the existing contours in order to
eliminate "dead spots" in surveillance from the corner
guard towers. The perimeter security road will require substantial cutting and filling along the East
side at the base of the adjacent hill, and the road
grade will be approximately 24% at the Southwest
corner of the site. A buffer zone of trees 150 feet
wide is recommended to the South between the pipe
lines and the highway, and 50 f eet wide between the
parking area and the highway.
Site Development and
Landscaping
Page 12
The basic proposal in landscapi ng is to harmonize
the site vegetation with the surrounding hills. As
previously noted, deciduous trees are suggested West
of the Dining Room and some scattered trees with a
high standard are suggested for the passive recreation area East of the playing fields, adjacent
to the Living Units, and at certain other locations.
Following is a.n outline from Hans Hageraats, PWA
Landscape Design Division:
"In areas such as the Administration Complex, where
inmate access is highly controlled, existing trees
could be allowed to continue much as is, where by
they will provide a visual screen between the zones,
and a pleasant backdrop to the outdoor visiting area
proposed for the "Family and Soci al Relations Building"
On a dry grassland site such as Kamloops, plant ing of
additional material could best be accompl ished in
relation to structures or walkways , r ather than as
a general treatment. This creation of "Special Places"
within the outdoor visiting area, at the Administration
Building Entrance, or in conjuction with the Living
Units, would foster quiet outside interaction between
inmates. To this end, individual Living Units should,
as much as possible, have direct access to their
respective exterior spaces.
Cultivated mown grass, requiring watering and maintenance, has been limited to the actual sports areas.
In this way the amount of daily maintenance will be
kept within reason and the need for expensive automatic
watering systems will be el iminated. Throughout the
rest of the site the wild grass and l ow shrub groundcover should be reestablished. Initial pathways, in
stonedust, can at a later date be supplemented a s
aes i reline s indicate themselves through this grasscovel
Project No . 087270
12 .
Note : All of the fo l l owi ng items have been discussed
and agreed t o by the Proj ect Mana ger, P .W. C.
Summar y of Suggested
Changes ·to The Program
Page 13
1 . 35 foot clearance between inside security
fence and buildings has been reduced to 30 feet
because of site area and s lope limitations . Discussed with C.P . S. Regional Steering Committee .
2 . Two Tennis Courts were reduced to one because
suitable space was not available.
3.
Institutional Services and Kitchen loading docks
exchanged for r ecessed adjustable height loading
platforms or portable hand operated fork lift .
4. Centr al Gr ounds Control Post (Yard Post) area
increased from 80 NSF to 236 NSF to accommodate
scanning equipment .
5 . Health Car e Unit Security Post not combined with
Dissociati on due to all other program requirements
and sloping s i te .
6.
Soccer field end spaces 15 feet instead of 30 feet
because of space limitation near Li ving Units .
7 . Maintenance Garage (WE-19) ceiling mounted crane
rail substituted by a portable boom lift .
8 . Health Care Unit X-ray (MED-19 ) area of 40 NSF
i ncreased to 140 NSF .
9. Administrati on executive office area , waiting
room and washroom was added .
-
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102
S\-l
98
:2
ffl""'
fflg
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HZ
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1967
1968
1966
1969
1969
1970
1970
1971
1971
1972
1972
1973
1973
1974
1974
1975
1975
1976
1976
1977
f-<...,.
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119.6
51.3
114.6
204.3
46.1
86 . 1
141 .0
96 .5
)4.0
00 0063 9d3.3 I A E V 761
PRELIMINARY COST ESTIMATE FOR TENDERING IN FALL 1979
NSF
Ratio
GSF
Unit
Cost
15,433
1.29
19,907
66
$1,313,862
4,069
N/A
1.47
N/A
5,975
700
90
40
537,750
28,000
#1 Construction Package
Administration &
A. & D.
Health Care Unit &
Dissociation
Electrical Rooms
Total
Cost
$1,879,612
Living Units
35,178
1.70
59,810
87
5,203,470
5,203,470
Social Development
Food Services
& Maintenance
Mechanical Room
19,502
7,549
1.39
1.42
27,176
10,712
70
95
1,902,320
1,017,640
10,577
N/A
1.36
N/A
14,234
5,485
60
40
854,040
219,400
3,993,400
Vocational Training
Industries
Supplies & Stores
13,811
N/A
10,037
1.37
N/A
N/A
18,986
30,000
11,050
72
55
44
1,366,992
1,650,000
486,200
325032192
TOTA..L .BUILDING CONSTRUCTION
$14,579,674
Sitework & Landscaping
(Budget Figure from Program)
2,435,000
Construction Contingencies
9001000
TOTAL CONSTRUCTION CONTINGENCIES
The above figures should be considered as budget figures only until
further construction detail is defined.
Excluded are costs for Fees & Furnishings, Off Site Services
Computerized Mechanical Systems Control & Telecommunications.
Summary of Areas :
Total Net Area
=
Total Gross Area =
146,815 NSF
205,824 GSF
$17,914,674
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Concept Submission
Structural Component
Project No. 087270
2
3
4
Page 1
Project Description
.1
Th i s project is a medium security institution
to be located west of the City of Kamloops
B.C. The comp l ex is comprised of severa l
bu il ding structures p l us related site work.
Code and Standards
.1
The regulations wi th respect to structural
suff i ciency and design as out l ined in the
National Building Code of Canada, 1977 Edition
wi ll be adhered to. Design floor live loads
for different uses and occupancies and ground
snow loads are as indicated on the accompaning
concept drawings SC-1 to SC-6 inc l usive .
.2
All working drawings will be prepared using
the metric system.
.1
It is ant i cipated, all foundat i ons wi ll
bear on either und i sturbed s il ty sand and
silty grave l (soil area A) or undisturbed
si lt and sandy si l t (so il area B). Refer
to enc losed foundation soi l report prepared
by R.A. Spence Engineering Inc. for description and approximate location of d i fferent
so il areas and design recommendat i ons .
.2
The st ructures are sited to avoid the l owe r
bearing capacity and high sulphate content
of soils i n area C.
.3
Foundations for al l bu il din~will be pad footings under columns and continuous strip foot i ngs supporting bearing wal l s.
.1
The Living Units
.1 The 1 iving units, we propose shall be con structed of cast i n place reinforced concrete.
Cell dividing walls, also constructed of concrete, may serve as bearing walls. A flat slab
floor and roof system in the ce l l block area
and a one-way slab and slabband system for the
roof in the staff area is contemplated. Refer
to drawing SC-1 for fire protection requirements
of the st ructure .
Foundations
Framing Schemes
Project No. 087270
4
Fra ming Sche mes
Continued
Conce pt Submi s s i on
Struct ur al Component
Page 2
.2
Social Development, Food Servi ce s , Maintenance
a nd Institutional Serv ices Bu ild i ng
.1 Struc t ura l ste el , in c ludi ng me t a l decki ng, open
we b st eel joists, wide fla nge bea ms and columns is
recommen de d for the roof str uct ure . The me tal
de c k ing wil l s erve as a diap hram to d i stribute
· l a t e ral for ces (sei smic and wi nd ) t o s hea r wa ll s
o r br a ce d wa ll pane l s . The o pen we b steel j oists
wi l l c lear span gymna sium i n no r t h- sou th d i rec t ion .
. 2 To e conomically s upport conce ntrated loa ds
i mposed by the ki tche n eq u ipmen t an d to o bt a in a
2 hou r f i re resistan ce ratin g , the uppe r f l oor
structure should be constru c te d of ca st in place
re info r ced conc rete .
.3
Indu str ies and Vocational
User re qu i r ements request the roof st ructure
clear span (approximately 130 feet) the in dus tries area . Two structura l s ys t ems , long sp an
stee l tru s ses and pre-engineered clear span ri g id
frames, are being considered and compared .
. 2 As the design live l oad for t he uppe r fl oor i s
200 p.s.f . and concentrated load s a re expec t e d, we
propose a cast in place reinforced concrete fl oor
st r uctu re .
.1
5
Construction Packages
and Structural Cost
Esti ma tes
.4
Administration Complex
.1 Thi s two storey above g r ad e structure is economically su i t ed to a s t ee l structure. Again em ploying steel decking , o pen web steel j oi s t s, wide
fla ng e beams and columns. The upper fl oor r e quire s
a con c re te topping . Refer to draw in g SC-5 .
.5
Hea lth Care and Disa ssocia t ion Unit
• 1 Cons ide ri ng f ire p rote c t i on req u iremen ts a nd
se c urity re qu ireme nt s, we p ro pose a cas t in place
r e i nfo r ce d concret e s tr uc t u re .
.6
Supp l ies and Stores Bui ldin g
. 1 Roof structure of structura l st e el as des cr i bed
on drawing SC-4. Exterior wall s a r e bearing masonry
wa 11 s.
.1
The t o tal p roj e ct i s divid e d i nto f ive separa t e
construc tion packag es . Ou r e st i ma t e of t he cos t of
con st ructi on for the s tru ctural po rtion of the work
is as fo 11 ows :
Project No. 087270
5
Conctruction Packages
and Structural Cost
Estimates (Continued)
Concept Submission
Structural Component
.l
.2
.3
Package One
Living Un its
Page 3
$ l , ] 25,00
Package Two
Social Development, Food
Services, Maintenance, and
Building
725,000
Package Three
Industries and Vocational
Building; Supplies and
Stores Building
850,000
. 4 Package Four
.5
Administration Complex;
Health Care and Disassociation Unit
350,000
Package Five
Site work, including
Concrete Pavement,
Retaining Walls, Security Fence Foundation, Guard Tower
Structures
345,000
TOTAL
$3,395,000
R.A. SPENCE ENGINEERING INC.
IAPO BOX 4459
•
CONSULliNC. CIVIL. SOILS AND FOUNDATION ENGINEEA5
•
VANCOUVER. 8 C.
V6B 3Z8
•
R£PORT OF FOUNDATION SOI L INV£STIGATION
OF
PROPOSED MEDIUM SECURITY INSTITUTE
KAMLOOPS, B.C.
MAY, 1977
669-6541 /683-1448
I
N D E X
Page No .
l.
INTRODOCTI ON . . . . . . . . . . . . . . . . . . .
1
2.
SITE . . . . . . . . . . . . . . . . . . . · . . ·
1
3.
P~SULT
OF INVESTIGATION
3. 01 Soil Area A
3. 02 Soil Area B .
3. 03 Soil Area c
2
2
3
4.
5.
6.
FOUNDATION DESIGN
4. 01 Soi l Area A
4 . 02 Soil Area B
4 . 03 Soil Area c
4 . 04 Foundations on Fill
4
5
5
6
GENERAL CONSIDERATIONS
5. 01 Drainage . . . .
5 . 02 Frost Acti on .
5. 03 Sulphates . .
5. 04 Cuts . . . . .
5 . 05 Gravel Sources .
5. 06 Further Investigation
6
7
7
7
7
8
CONCLUSIONS
8
&
RECOI'lMENDATI ONS .
AP P E NDI X
Dwg. No .
SITE PLAN SHOHING LOCATIONS OF TEST HOLES . . . . . . .
136- 1
LOGS OF TEST PITS T. P. 1 TO 19 . . . . . . . . . . . .
136-2 & 3
LOG OF DRILL HOLES B9 TO 12 . . . . . . . . . . . . . .
136-4 to 7
CONSOLIDATION TESTS RESULTS . . . . . . . . . . . . . .
135- 8 to 10
DRY SIEVE TESTS SOIL AREA A. . . . . . . . . . . . . .
136-11 to 13
DRY SIEVE TESTS SOIL AREA B. . . . . . . . . . . . . .
136-14
SULPHATE TEST RESULTS . . . . . . . . . . . . . . . . .
136-16
LOGS OF DRILL HOLE B1 TO B8 (1975)
by Terra Engineering Laboratories Ltd . . . . . . .
136-17 to 24
f,
15
RePORT OF FOUNDATION SOIL INVESTIGATION
OF
PROPOSED MEDIUM SECURITY INSTITUTE, KAMLOOPS, B.C .
1.
INTRODUCTION
A subsurface investi~ation of foundation soil conditions in the
area of pr·oposed buildings for the Medium Security Institution,
Kamloops, B.C., was authorized by Aubrey Mackinnon & Partners,
Architects .
Field work of drilling and digging test holes was done during
April, 1977, and laboratory testing on recovered samples was completed
in May. In June, 1975, eight test holes had been drilled on the property
to give an indication of soil conditions on the larger property and
reported ·in July, 1975. The logs of these test holes by Terra Engineerin~
Laboratories Ltd. are attached for ease of reference .
The attached site plan, dwg 136- 1, indicates the locations of the
drill holes B9, 10, 11 & 12 and test pits T.P. 1 to 19, which were completed during April, 1977, as well as the earlier drill holes Bl to B8
of June, 1975.
The logs of the test pits T.P. 1 to T.P. 19 are given on attached
dwgs 136-2 & 3 and the logs of drill holes B9 to Bl2 are given on dwgs
136-4 to 7 . Summaries of field and laboratory tests are given on the
log sheets and graphs of grain size tests and consolidation tests are
given on separate drawings . The results of two sulphate tests completed
by Cantest Ltd. are also attached.
2.
SITE
The property, which is west of Kamloops, is located between the
B. C. Hydro R/W and the Trans Canada Highways, as indicated on the site
plan dwg 136-1.
Rights of way of two main gas and -oil pipelines traverse the
property, as indicated approximately on site plan . The buried pipelines
are to be relocated around the proposed development area.
- TWO Th~
proposed building area extends up onto the side slopes of the
lcrvt hills on the south and east sides and onto the gently sloped area in
thE: northwest portion of the property. The lower northwesterly area
may have been a former lake. Bedrock outcrops on the hill on the east
just outside the building area and there is another bedrock outcrop,
which had been excavated for the oil pipeline, just outside the south'Yl£::St part of the building area .
The east and south parts of the building area are covered with
evergreen trees up to about 18 inch butt . The northwest portion is
covered with sage brush.
3.
P£SULTS OF INVESTIGATION
The test holes indicate generally three somewhat distinctive soil
areas.
3.0l Soil
P~ea
A.
In the northeast,holes T. P. 18, 19, 10 and 8 indicate a gravel
outwash which appears to be associated with a sort of drainage gulley,
sloping down into the building area from the northeast. The upper gravel
is very silty and then becomes sand and gravel with depth . Dry sieve
tests on three samples from T. P. 18 are attached. The tractor backhoe
digger could easily dig to its maximum depth of 18 ft. The sand and
gravel was relatively loose and mostly dust dry. This material is a
reasonable source of gravel.
The gravel in the upper several feet had a noticeable white coating.
A sample was sent to Cantest for sulphate test and the result indicated
less than 0.01% (see Cantest Ltd. result).
3.02 Soil Area B.
Around the steeper slopes in the east and south and on the more
or less level area in the southeast there is a few feet of relatively
loose silt, with scattered gravel and angular rock fragments, and then
the gravel and rock fragments become more predominant and the silt
becomes more compact . In some holes a very compact sandy clayey silt,
with scattered gravel, was encountered . In many of the holes in this
area, the digging was so hard that the rubber tired tractor backhoe
digger could reasonably dig only to 6 to 12 ft. depth. Also, in some
of the holes it is possible that bedrock 'Ylas encountered . Two outcrops
of bedrock are indicated on the site plan and it is suspected that the
bedrock surface is quite erratic and could be encountered fairly close
to the surface in other areas .
- THEEI: -
In holE: T . P. 5 moist silty sandy gravel was encountered at about
12 ft. In other holes the soils were relatively dry and even dust dry
in some cases.
3.03 Soil Area C.
In the more gently sloping western portion of the building area,
the test holes encountered an upper bro~m silt and fine sandy silt
down to about 15 ft. depth, which had no apparent bedding .
Below this,
some fine bedding of clay silt was noted. The silt was fairly firm
digging for the tractor backhoe digger and there were some small white
deposits within the silt.
The drill hole B9 in the northwest corner indicated relatively
loose silts to about 18ft . , then dense sand and gravel, with occasional
clay silt layer, down to about 30ft., and then a dense whitish sand.
BlO, in the lowest area on the west, encountered the silts with some
clayey silt to about 35 ft. and then the sandy and clayey silt had
some gravel and was relatively dense.
The blow counts (N value) of the number of b lows of the 140 lb.
hammer free falling 30 inches req~ired to drive the standard 1-3/8
I.D. split spoon sampler into the undisturbed soils, is recorded on the
log sheets for each 6 inch penetration. The standard penetration test
value (N value) consists of the number of blows required to drive the
standard sampler. 12 inches.
Standard penetration tests gave N values as low as 8 in BlO,
indicating the upper silt to be firm to stiff ; however, the silt was
relatively dry, generally less than the plastic limit and this dry condition would tend to give higher blow counts. In hole B9 the standard
penetration test results were noticeably higher than in B10. It appears
that the silts in B9 were more sandy and had some scattered gravel .
The consolidation tests on sample 3 from hole BlOA indicate the
silt to have a comparatively low preconsolidation pressure of about
0.6 to 0.7 kg . /sq . em. (approx. tons/sq. ft.) and after the preconsolidation pressure is exceeded, the silts are quite compressible. Adjacent
test speciments taken from sample 3, hole BlOA, were tested differently
in the consolidation test . In test BlOA-1 , the water was made available
to the samples, whereas test BlOA- 2 was run dry up to the 2 kg. sq . em.
pressure when water was made available. The test results indicate that
the addition of water did not appreciably affect the results and the
"dry" test BlOA-2 was actually more compressible after the preconsolidation pressure had been exceeded .
- FOUR The:: consolidation test on sample 6 from about 25 ft. depth J.n Bl O
indicated a very much higher preconsolidation pressure of about
4 kg./sq. em .
No fr·ee water was noted in any of the test pits. Drilling mud
was used as a wash return fluid in the drill holes and thus no indication of ground water v;as obtained . It should be noted that natural
water content test results of samples from 35 to 46 ft . depth in hole
BlO were not saturated and which would indicate that the water table
would have to be somewhat deeper.
A sample from about 3 ft. depth from hole BlOA was sent to Cantest
Ltd . for sulphate tes t. Their result, which is attached, indicated
2.66%. They reported that because of the high result they re-ran the
test and got the same percentage . This is a relatively high percentage
of sulphate and consideration should be given to avoid problems with
concrete. Their test on a sample from hole T.P . 18 indicated less than
0.01%.
Test pits T.P . 1 & 2 were dug in the area of the earlier dri ll
hole Bl, in which there had been indication of possible gravel source .
T.P. 1 indicated medium to fine sand from about 7 to 13 ft . depth
and sand and gravel from 13 to 16 ft. depth (see dry sieve test result
by Terra Ltd. ) . Test pit T. P. 2 only showed about 2ft . of gravel at
about 4 ft. depth. These test pit results indicate that this would
probably not be a worthwhile source of sand and gravel, unless removed in
the process of other construction excavation.
4.
FOUNDATION DESIGN
Foundation soil conditions vary appreciably between the three
generalized soil areas A, B, & C, and consequently affect foundation
design .
4 . 01 Soil Area A.
The upper silts, as well as the sand and
loose . Thus, these soils would densify under
vibrations, which would result in settlement.
to vibrations in soil area A can be designed,
capacity of 3000 psf (live load+ dead load),
gravel, are re latively
foundations subject to
Foundations not subject
using an all owable bearing
provided that:
a)
Foundat i ons bear in undisturbed silty sand and/or sand and
gravel below any topsoil, roots, loose upper silts or fill,
and
b)
Foun dations bear at least
1~2 ft .
below adjacent slab- on-grade
- fiVt floor or finished external grad~, or deeper, if water could
be available during freezing conditions, and
c)
Footings have a minimum 16 inch width, and
d)
Foundation bearing soils are compacted by several passes
of a suitable vibratory compactor after the footing excavation
has been completed.
4.02 Soil Area B.
Depending upon the soils encountered at footing level, the allowable bearing capacity could be 5 tons/sq . ft . on the very compact sandy
silt with scattered gravel, or higher if founded on the bedrock.
Inspection of the foundation excavations by the Soil Engineer would be
required before such higher bearing capacities could be allowed. However,
shallow foundations can be designed, using an allowable bearing capacity
of 4000 psf (L . L. + D.L.) provided that:
a)
Footings bear on the undisturbed silt and sandy silt with
gravel and angular rock fragments at about 2 to 3 ft. depth
below existing ground surface, that is below any topsoil,
loose silt or fill, and
b)
Footings bear at least 1~ ft. below adjacent slab- on-grade
floor or external grade, provided that frost action is not a
problem, and
c)
Footings have a minimum 16 inch width, and
d)
Foundation bearing soils are compacted by several passes of
a suitable vibratory compactor after the footing excavation
has been completed.
4.03 Soil Area C.
In soil area C the results of the consolidation tests on samples
from hole BlOA dictate the foundation design. The two consolidation
test run on adjacent speciments from about 6 ft. depth indicate preconsolidation pressures of about 0.6 to 0.7 kg./sq. em. Thus, if footing pressures exceed this value, settlement will result with the
magnitude of settlement depending upon the excess of pressure higher
than the preconsolidation pressure, the depth of the similar soil and
the size of the footings .
From the initial indication of the proposed buildings in this area
it would appear that a relatively low allowable bearing capacity which
- SlY. did not exc~~d the preconsoljdation ~ressure would be practical. On
this 1asis at1 allowable bearing capacity of 1200 psf could be used for
design provid~d that:
a)
foundations bear on undisturbed firm silt or sandy silt
belovl any topsoil, fill or the loose surface silt, that
is about 2~2 to 3 ft. below existing ground surface, at for
example T. P. 16, and
b)
footings bear at least 1 ft. below adjacent slab-on-grade
floor or external grade or below depth of frost penetration if
v;ater could be present at time of freezing, and
c)
footings have a min imum width of 16 inches .
If higher foundation loads had to be supported, then it would
probably be practical to · use piles supported by friction in the underlying dense soils.
4 .04 foundations on Fills
fills can be constructed to support the buildings and foundations.
If a building extends from cut area onto fill, some differential settlement would be expected, but this could be minimized by avoiding abrupt
changes from cut to fill and consideration of foundation location .
All topsoil, roots, existing fill and loose near surface silts
must be stripped from areas to be filled . ~1aterial for structural fills
must be reasonably graded 4 inch minus granular material, which can be
properly placed and compacted in wet or rainy conditions.
The structural
fill must extend out a sufficient distance (about 5 ft . ) beyond founda tions to provide lateral support to footings and be sloped at about 2
horizontal or 1 vertical to permit distribution of the foundation stress
within the fill.
Structural fills composed •of .the specified granular
material must be compacted to a minimum of 98% of standard proctor
density.
foundations bearing in the specified structural f ill compacted to
a minimum of 98% of standard proctor density can be designed using an
allowable bearing capacity of 4000 psf, provided that footings bear at
least 1~ ft. below adjacent external finished grade or slab-on-grade
floor and that footings have a minimum width of 16 inches .
5.
GENERAL CONSIDERATIONS
5.01 Drainage
At the Time of investigation, the area wc:s dry and c:pparently well
drained . However, we suspect that an occasional heavy storm could cause
- :::;J:VCN -
fla::.:lJ :runoff into the lower building area.
Surface runoff and :roof leaders should be run into closed drain
pipes . Any drains installed around basements, L~hind walls, etc. shoulc
only bt:: dt::signed to collect seepage and percolating water and other
runoff and drainage must not be led into them . All subsurface perforated
drains must be surrounded by pea gravel and concrete sand to avoid infiltration of the silts and fine sands.
No ground water or seepage was encountered in any of the test holes,
although there was a minor indication of possible seepage in T.P . 6. Th:
ground water table appears to be relatively deep.
5.02 Frost Action
If water was available from local runoffs, drains, leaking pipes,
irrigation or other sources, the silts and silty sandy gravel would be
very susceptible to frost action and consequent heaving. If water was
present in local soil areas during freezing condit ions, then foundations
must bear below the freezing zone and light foundation would have to be
designed to avoid adhesion of heaving frozen soils . This is particularly
the case for isolated external footings or foundations exposed to freez i~~
conditions during construction.
5.03 Sulphates
I f water could become available, which would cause dissolved sulphaLes,
then the use of sulphate resistant cement should be cons i dered for
foundations , etc., especially in the soil area C where the sulphate test
by Cant est Ltd . indicated 2 . 66% .
5. 04 Cuts
The loose gravel and sands in soil area A must be cut on a safe
slope of about 1~ horizont al on 1 vertical . The relati vely loose silt
and sandy silt, with some gravel and angular rock fragments of soil area
B, could also be cut on the same slope on a temporary basis but surface
erosion protect ion would be :required for long term maintenance. The
dense silts with scattered gravel and compact silt and sandy silt, with
angular rock fragments, in soil area B can be cut on l on 1 slopes,
although some erosion protection would be required.
5 . 05 Gravel Source
The northeast part of the building area (east part of soils area A)
appears to have an appreciable quantity of sand and gravel, as indicat ed
by the attached sieve test results.
The upper fe~ feet of silt with
gravel could be used in areas ~here the silt content was of no problem .
Holes T.P. 18 & 19 were dug to 16ft. depth and we~e still in reasonabl e
pi"t run s.:md and gravel. This gravel area could ext:end eastHards -ro the
steep slope .
-
J:JGHT -
T~ct hole T.P. 1 & 2 indicate that the gravel encounter~d in
hole Bl drilled in 1975 is of limited extent and quality and is also
covered by a r~latively thick layer of unsuitable material.
5.06 further Investigation
The een~ral topography and bedrock outcrops noted on the site
plan indicate that the bedrock surface could vary appreciably . Therefore, excavations along the hill slopes on the east and south could
encounter the bedrock. Simple probing would be useless to determine the
rock surface in this area but test holes dug by small backhoe could
possibly dig to bottom of excavation or a higher rock surface . Of
course, specifications should include unit prices for possible rock
excavation .
De;narcations between the different soil areas A, B, and C are not
clearly defined. The silts of area C overlie the soils of area B and
this demarcation is fairly easily interpreted . However, area A soils
tend to grade into area C soils and it is expected that the lower soils
of area C also unaerlie area A soils. It is possible that the upper
part of the area C soils are the fine fraction of the outwash material
of which the area A soils are the coarse fraction.
Tentatively all foundations east of drill hole BS and north of
about T.P. 8 where gravels mixed with silts are encountered in the upper
few feet, can be designed according to soil area A criteria. These areas
can be further delineated at the time of construction excavation.
6.
CONCLUSIONS AND RECOMMENDATIONS
a)
The results of the investigation indicate three somewhat
distinctive soils areas A, B, & C. These are described in
section 3.
b)
Design criteria are given in section 4 for the three soil areas.
Also, recommendations concerning construction of fills to
support structural foundation are in the same section.
c)
If high foundation loads to be supported, then in soil areas
A & C,piles bearing in underlying dense soils would be
practical. In soil area B heavily loaded foundations could
be founded on the deeper more dense soils.
d)
The area was dry at the time of investigation and in some cases
the soils were dust dry for several feet . We suspect that the
area could be subject to flash runoff which could pond in the
lower area of the site. Various considerations concerning
- NINI: -
.subsurface drains, frost action, eulpl1ate test results,
bedrock topography, are discussed in item 5.
e)
When the design of the complex is more nearly complete and the
foundations, loads, excavations, depth, etc. are known, t he
pertinent soil conditions should be revie~ad by the Soils
Engineer.
f)
Since the demarcation between the various soil areas A, B,
& C are not clearly defined and different soils types could
be encountered in soil area B, foundation excavations should
be examined by the Soils Engineer to check that proper design
measures are being fo llowed.
R. A.
~PE~~NEERING
INC .
~~·~-~~
~ober~ce ,
P.Eng.
t·lay 30, 1977
----·--~--- ·· - ·-·-
1.
General
.1
.. -- - · ----- - - ---------·--- -·---Nc.:chan.i.c;al (IIVJ\C)
Concept Report
'l'i1C' heatinq,
de·~;
ventilating and uir-conditioning
i gn wi.LJ he cieveloped to conform to the
requirecnent.s of Brit.:fing Documents 1 and 2,
and the guidelines set out in the Technical
Criteria prep~red by C.P.S .
.2
The design \v j .Ll provide the "Microclimate"
conditions in each room or area as detailed in
the Final DrDft Report Appendices .
.3
The desig11 .:1ssumes th<lt a central boiler plant
will be approved for the project.
.4
The design proposes hot water at 93.3°C. as the
primary source of heat . The hot vJater will be
generated in two boilers with natural gas as fuel.
Steam for laundry equipment will be generated in
a gas- fired steam boiler .
.5
The primary source of summer cooling ._.,ill be an
electrically driven water chiller located in the
central boi l er p l ant. Indivi dual air-conditioning systems will be designed to use outdoor air
for free cooling during the winter. If it is not
economical ·to provide air-cond:i. tioning to isolated
rooms by the cen tral chiller, local unitary equipment will be considered .
.6
Distribution piping for hot water and chilled
\.,rnter from the central plant to the various buildings will be racked within a 6 '-0" diameter precast concrete tunnel . Use of the tunnel for other
services; c .q. ciomestic hot '"'i.tter and <~lec:trical
duc:ts will be carefully consid~rcd .
.7
Vf'ntilaU.n·r i.l Lr •.vill be supplied to e.:-tch space a~
itemized in the Appendices. The quantity of outdoor air brought into each air-conditioning and
heating syst<~m wiJ 1 be the minimum quantity as
defined by [,STIRAE Standard No. 62-7 3. This mini mum outdoor dir quan tity will r0.quire ~~ high
standard of filtering with the addition of charcoal filters to remove odors from the rr~circulated
air .
.H
Gvn ..·t ·ally,
::r••t cl':.i will b<· hL'.Jtt:d by t~ .i r allti r.ut. by
convective radiation. \•lhcrc· large vl .indc:M areas may
result in a low mean radiant temperature in a room ,
r.ad.i.ant hot w<rtc r panels wj 11 be considered for
ceiling installa tion above the windows to raise
the mean rad.Lant temperature of the room.
f'rojvct No.
·------~-------- -
2.
M1: ch.Jn i.cu l (!IV/\C)
Concept Report
Ofl7~70
Administration Complex
-- - - ···-- -·· - - ·- -- _________ _________ _l._'_,1..,:.'J_e_7.._
. - - -- - - - -
.l
'l'hu act.i vi Lies in this .::tre a fall into three
different time-frames . Three separate airconditioning systems are proposed so that each
system runs only t-.rhen the respective area is
normally occupied, or is cycled on to provide
minimum hent ut night .
.2
Each systent serves an area which has interior
rooms, I.!Xte.r.ior rooms with different orien·t.:>tions,
and rooms with variable occupancy loads.
It is
prot>osed to design a low pressure dual duct system with mixiny boxes . 1'1ix:i.ng boxes will be constant volume type because ventilating air quantities and air circulation rates will be for minimum requir·•; menls .
.J
A s..:-p~rate minimum fr e sh air intake for each system will be closely controlled by a multiple pitot
tub~~ air vcloci ty sensor. which will control a
modulating damper in ·the intake. The mixed air
temper·ilt11.r0 \vill b e sch •.:!duled by tlw outdoor
tempEerature to take maxi mum advantage of free cooling but to minimize heating a ·t lmv outdoor temperatures .
. -1
l<c•turn a .i. r vJil.l b<: from the cc i.ling sp<:~ce to
reclaim the heat from the lighting fixtures in
winter and to remove heat gains ·through the roof
durinq the ~;ummer. The system will have a return
air fan which will discharge through one side of
a heat .recovery unit . The other side of the heat
r e covery anit will raise the temperature of the
mixed air before i t passes through the hot deck
heating coil. ·rhe return air from the heat
recovery unit will be either recirculated or
exhausted to outdoors .
.5
'!1 l>rel iminary plotting of th<] temper<.t·tures of the
cold deck 1 the hot deck 1 the ret.urn air I the
mixed air and the air onto the heat.i.ng coil shows
that there \-:ill be no simultaneous demand for
heating and cooling coil operat.ion .
.G
Washrooms will have local r:! :-::h .:m~~t systems <Htd will
bo timeclockc<J to oper ate during the timc-franv.: of
the- area in whjch they arc~ loca.t od.
Project No. 087270
3.
.4
Health Care,
Dissociation,
Admissions &
Discharge
Food Services
Mechanical (HVl\C)
Concept Report
Page 3
.1
The activities in this area fal l in to two groups;
i .e. one group for which air-conditioning is to
be provided and one group for which heating and
ventilating only is to be provided. With the
exception of a few small rooms , all spaces are
24 hour/day activities. A single air- conditioning system is proposed similar to the administr::tti.on comp1cx, but with a third zone to which
mixed air only is supplied to the inmate areas.
Each individual inmate space wi ll then have a
termLnal duct heating coil. This arrangement
will provide ventilating air ru1d free cooling
wht~ n the.! outdoor temperature is less than 21 °C .
.2
Return air will be duc·ted directly from the
individual rooms rather than from the ceiling
space in order that positive or negative pressure
requirements for rooms may be better controlled .
.3
Exhaust air systems will be provided as required
for washrooms, laboratories, treatment rooms and
storage rooms .
.1
A singl e air system v,rill provide two zones of
air-conditioning to the Dining 1\rea, a zone of
air-conditioning to Supervisory offices and a
heating zone to the Inmate/Staff Lunch Room. For
the air-conqitioning zones, the heating and cooling coils will be in series with their control
valves sequenced so that heating and coo ling will
not occur at the same time in a zone .
.2
It is propo~ed that mos1: of the air from the Dining
Area be recirculated rather than pass through to
the Ki·tchen .for <-::xhaust. This will maintain the
Dining i\rea at a positivE~ air pressure relative to
the Kitchen . 7\lso, the system will operate normall:
on minimum fresh air and will only increase the
fresh a ir quantity durinq scheduled meal times by
a timeclock override on the mixing dampers. An air·
to-air heat cxch.:mge •.vil1 recl.:.~irn heat from the
exhausted air .
.3
Exhaust air from the range and oven hoods will be
exhausted through an air-to- air heat exchanger
to preheat the incoming make-up air .
.4
Local exhaust fans will be provided for the dish·washing and washrooms.
Project No. 087270
Nechanical (HVAC)
Concept Report
Page 4
-------·-----------------------------~--------------------
.4
Food Services
(continued)
.5
Radiant hot water panels in ·the ceiling will heat
the Y.' lrd Post.
Cooling will be by a selfcon tal ned air-conditioning unit moun·ted in the
ceiling space .
.5
Institutional
Services
.1
An air handling unit will provide two zones of
heating for all spaces except the Ins titutional
Laundry. One zone \vill supply air to all interior
rooms. The other zone will supply air to the
spaces with an exterior wall. The return air will
be recirculated except from washrooms and laundry
supply storage rooms .
.2
Exhaust air from the Laundry will be exhausted
through an air-to-air heat exchanger to preheat
incoming make-up air .
.1
An
.2
Local exhaust fans will be provided for those areas
where activities require exhausting of the air;
e.g . gara.qe , carpentry, paint, welding etc. A
return <Iir system will be p.covided for night-time
cycling of the system on recirculated air .
.1
Two air systems will be provided . One system will
be il single zone for heating and ventilating the
Gymnasium. The other system will be a single zone
of supply air preheated to l5°C. to serve the
small rooms in the inmate services and recreation
spaces. Each system will recirculate air and mix
to l5°C. with a minimum fresh air provision . Each
system \'Jill cyc le on ful l recirculated air at night
.2
'I'0rminal reheat coils wil l be provid0d for each roo1
or group of rooms. Chilled water coils in series
with the heating coils will be provided for the
Psychological Services .
.3
Local exhaust fans will bu provided for washrooms,
barber shop, kiln, etc .
.l
One air s ystem will serve this area. The system
will supply air a't l0°C. for henting and ventilating. Terminal reheat coils v-•ill be provided for
l~ach room.
.6
.7
.8
Maintenance
Social Development
Academic Instruction
air handling unit vJill provide a single zone
of supply air preheated to l5°C . Closely located
rooms with similar heat losses will be grouped
and a reheat coil provided for each group. The
Plant Superintendent and the General Office will
have a chilled water cooling coil in series with
its heating coil <Ind with the control valves
sequenced .
Mechanical (HVAC)
Concept Report
Page 5
Project No. 087270
.8
.9
.10
Academic Instruction
(continued)
vocational Training
Industries
.2
Hadiant hot water heating panels will be considered for installation in the ceiling above
the \vindows if ·the window areas are large .
.3
Return uir will be recirc ulated and mixed with
fresh air. \vith provision for a minimum fresh air
quantity. The system will cycle on full recirculated air at night if the radiant panels are not
installed .
.1
One air ~ystem will serve the offices and classrooms by supplying air at l5°C. for heating and
ventilating. Terminal reheat coils will be provided for each classroom and office or group of
offices . This system will onl y operate during
hours of occupancy. It is anticipated that all
the air supplied Hill be used for exhaust and
will not be recirculated .
.2
The six shops will be heat0.d by ho·t \vater unit
heaters .
.3
Each shop will have nn exha ust system us required
for ·the nctivi ties in the ~hop .
.4
1\. m.'lh! - Up air system will be provided for the
exhaust systems in the shops. It is proposed to
bring air in from the north or east side of the
building by a trench undC?r the Industries Shop and
to run a plenum along behind the shops over to
classrooms. The air will be preheated to l5°C.
to avoid condensation problems in the trench and on
the plenum . A variable volume supply fan control l e<
by a static pressure controller will be provided to
offset intake, f ilter and preheat coil losses .
.5
Each shr)p wll l have a supply fan, shut-o ff damper
and reheat coil interlocked with its exhaust syst em fan to operate only when the exhaust fan is
operating. Each supply fan will dra~,o1 air from the
supply plenum .
.1
'l'o be trua·tcd as an industrinJ.-type building hea·ted
by hot water unit heaters or radiantly. It is
proposed to provide down-blowing, ceiling hung
propeller fans to break up t he stratification of
hot air at the ceiling and ·to thus reduce heat
loss through the ceiling .
.2
Ve:ntil.:ttion and e xhaust systems wi..ll be provided
to suit l:hE~ ar.:t.ivities to br: carried out .
~1cchanicul (liVAC)
Conccp·t Report
Page 6
rrojcct No. 087270
.11 Living Units
.12
Supplies
Stores
.13
Cost Estimates
&
.l
To provide natural ventilation, an arrangement
of clerestory windows at the upper level is
being considered. The small thermal head or
"stack effect" may require an exhaust fan at
the clerestory level to promote positive air
circulation .
.2
One air system will be supplied in each unit for
heating and ventilating. Air will be preheated
and suppl i ed at l5°C. Rooms will be grouped as
to activity and each group will have a zone
reheat or booster heating coil .
.1
It is proposed that this building be heated by
gas- fired duct furnaces.
.1
We estimate the cost of the Mechanical (HVAC)
as follows:
.1 Living Units
$ 240,000.
.2 Social Developmen·t
$ 490,000 .
(including Central
Boiler Plant)
.3 Ind. Voc. & Stores
$ 420,000.
. 4 Admin. Complex
$ 200,000.
. 5 Site Work (Tunnel)
$ 200,000.
$1,550 . 000.
Plumbing &
Drainage Report
Project No. 087270
Page 1
1.
Introduction
.1
This report is a brief outline of the proposed Plumbing
& Drainage Systems for the proposed Kamloops Medium
Security Institution at Kamloops, B.C.
2.
Off-Site Services
.1
"Off-site" services are to be brought to the property
under a separate arrangement by D. P.W. with the City of
Kamloops .
Water Service will be supplied to the project from a 20"
dia. main and 800,000 gallon reservoir to be constructed
adjacent to the property on the south side of the Trans
Canada Highway .
Sani tary Sewer - a new sanitary sewer is to be extended
along the Highway to serve the project. Connection to
this main will be at a manhole to be located on the
property .
Storm Services drainage will be at the north west
corner of the property using natural slopes and ravines.
.2
.3
.4
3.
On Site Services
.1
.2
.3
4.
Building Services
.1
•2
.3
Water Services - From the City Watex 11ain an underground
distribution system will supply the on site fire hydrants
and services to each building or group of buildings •
Sanitary Sewer - Building drains from each building will
discharge to a sanitary sewer system terminating at a
lift station that will be pumped to the City Sanitary
Sewer •
Storm Sewer - A storm sewer system will collect roof
drainage and underground footing drainage and discharge
to natural open drainage ditches or ravines.
Sanitary system includes all wastes, drains and vents
from all plumbing fixtures including laboratory and
laundry waste. Generally, all drainage will be by
gravity to the Sanitary sewer system. Kitchen wastes,
garage wastes, are to be intercepted by grease . traps,
oil interceptors before connection to the Sanitary System.
Laundry wastes are to discharge to surge sumps and to
heat reclaim system before discharging to Sanitary sewer .
Storm System includes storm drainage from all rain water
leaders, footing drains if required, and outside paved
areas. Sumps or catch basins to be provided for landscape drainage. Generally all storm drainage will be by
gravity flow to the storm sewer system.
Domestic Water System for each building to be supplied
from the underground water mains. Each building to have
its own valve station including shut-off valves , strainers,
and pressure reducing valves. Large domestic hot water
loads such as the laundry and kitchen will be supplied from
Plumbing &
Drainage Report
Project No . 087270
4 . Building Services
(Cont'd)
5.
Plumbing Fixtures
.3(Cont'd)
the central boiler system. Medium domestic hot water
loads such as the Living Units will be supplied by ~
fired water heaters . Small domestic hot water loads
such as Supplies and Stores will be supplied by Electric
water heaters . Large and medium domestic hot water
systems will be provided will full recirculation systems •
.4
Fire Protection Systems - Outside yard protection will
be supplied by Fire Hydrants at locations as approved
by the Dominion Fire Commissioner and local authorities.
Interior spaces to be protected by Firehose cabinets
with hose and fire exteinguishers where required .
.1
.2
.3
.4
.5
.6
6 . Energy Conservation
Page 2
.1
.2
.3
Vandal proof fixtures are to be provided for all fixtures
accessible to inmates .
Water Closets generally wall hung, flush valve type.
Lavatories generally wall hung or vanity type with centre
set faucets .
Sinks generally stainless steel, deck faucets .
Janitor Sinks - floor type moulded stone mop sinks, wall
faucets .
Urinals - wall hung, flush valve .
Domestic hot water to be at 40 deg. C for washrooms and
boosted to 60 deg . C for kitchen; and boosted to 82 deg.
C for dish water and laundry.
Where practical , recovered heat will be used for domestic
hot water preheat.
Waste heat recovery will be used for the laundry waste
water.
Plumbing &
Drainage Report
Project No . 087270
7.
Cost Estimates
Page 3
In accordance with proposed Construc t ion packages
.l
.2
Buildings
Living units
Social Development
Industries, vocational
supplies and stores
Administration complex
$
718,000
254,000
240,000
146 2000
1,358 , 000
1702000
Site Work
Total
$ 1 , 528,000
r. on c: opt
ProJcc l. No . O[H2'(()
l~J
~~n hmi ~ ~;
ion
ectrlcn.l Co1npone1Jt
INDEX
Section
Description
1
Intent .
2
2
General
3
3
Services
7
Lighting
12
5
Power
30
6
Appendix "A"
48
l'roject No. 087270
1
Intent
Coucept Submission
Electrical Component
Pace 2
.1
The intent of this submission is to present
for approval or correction, a suw~ary of the
design criteria upon which the electrical
layout for the institution will be based,
and which will be followed by the electrical
design group during the production of vTorking
drawings and specifications .
.2
The submission is preliminary in every sense.
Descriptions of e(luipment i.,rhich include sizes
and capacities are subject to change as loads
become knO'\m in greater detail. Similarly,
lighting fixture selections proposed are subject
to revision when ceiling types become finalized.
Nevertheless, considering the accelerated nature
of the project, it is hoped this submission will
be reviewed critically and in detail, in order
that the design team may become aware, as early
as possible, of those areas vThere the team has
failed to understand the objectives, wishes and
needs of the Owner.
- - -------------
·-- --··
- -·- - - - - ----------------------Cfm c c Jl t S ubrn j
~; !_.; j
c•ll
2
General
.l
Codes, Regulations, Standards
Design will conform with the requirements of
the following Codes, Regulations and Standards,
insofar as each applies. Hhere these documents
differ in their requirements, the most stringent
~>rD1 be deemed to apply unless the design team
is instructed otherwise .
The documents referred to are as fo1lmvs:
.1
Canadian Standards Assoc iation C22.1-1975
(Canadian Electrical Code, Part 1 , Twelfth
Edition) .
.2
The Project Brief, Vol. 1, dated May, 1978 .
.3
The Draft Final Report by B.E . C., dated
February 24, 1978, including the Master Report
and Appendices A to G inclusive , as amended
by the Building Program Revision Sw-r.mary
Addendum l dated April 7, 1978 and Addendum 2
dated June 13, 1978, both by C.P.S .
.4
The Technical Criteria Document by C.P .S.,
Sections S-P6 and B-El to E8 inclusive .
.5
Dominion Fire Commissioner Standards DFC
No. DR 357 .
.6
The National Building Code of Canada, 1977,
NRCC No. 15555 .
.1
ASHRAE 90 - 75, "Energy Conservation in New
Buildings", as modified by NRC and adapted
by DPW .
.8
Public Vlorks Canada Lighting Standard DB 13016.
l'r0ject
No. 087270
SubJnis::;j on
Electl'ico.l Component
Concc~pt
Pac;e
4
-------------·- - - - - - - - - - - - - -
2
General (Continued)
.2
Quality
.1
The level of quality called for by the design
documents will be consistent with oth~r similar
institutions under construction or in use by
the Canadian Penitentiary Service .
.2
Special attention will be gicen to producing
and installation •rhich is easily maintained
and energy-efficient .
.3
Security provisions, insofar as these fall
'"ithin the work of the electrical design group,
(See 2.3 , "Exclusions") will be consistent with
the requirements of the program and the needs
of a medimn security institution . All electrical
equipment accessible to inmates will be vandalproof . Manhole covers will have security locks
and hold-do1m bolts requiring a special tool
for removal .
Conc<!pt Submi ~;~ ion
Electrical Crnuponcnt
l 't·oj vet. No. ()[\"{2'{0
2
General (Continued)
.3
I'ac;e
5
Exclusions
.1
The electrical design will not include certain
items which will be designed by CPS. These
are:
.1
Routine Security systems, including
direct call, two way radio, CCTV, Search
and Scan .
.2
Emergency Security systems, including
Personal Portable Alarm, Fire Alarm,
Smoke Alarm, Perimeter Intrusion Alarm,
Nurse Call, Inmate Cell Call, Alarm
Response Logging .
.3
The Command/Control Console .
.4
Environment Control Systems .
.5
Administration Support Systems , including
Telephone equipment and cabinets, Radio
Paging , Public Address, Teletype ,
Facsimile, EDP , PABX , Master Clock .
.6
Rehabili t ation Support systems , including
Master Ant enna TV/FM Ra dio, Inmat e
Telephone, Visiting Intercom .
.1
Electronic Lock Systems .
.8
Emergency Control Post Equipment, including
Projectors, TV monitors , telephone, radio .
.9
An uninterruptable power supply (not to be
confused with the Standby Generator) .
. 10
All underfloor duct, conduit and other
raceways associated with it ems designed
or specified by CPS, except for ducts
terminating in manholes, which will be
included in the electrical design document s
in accordance with instructions to be give n
by CPS.
.
- - -- ·- - - -- - - - - - -Conc··· pl
Sub1ni~;sion
I'u..ec
Klectri.cal CmupOlJent
2
General (Continued)
.3
Exclusions (Continued)
.2
The electrical design will i nclude certain
i t ems which serve or work in tandem with
equipment or systems uesi~1ed by CPS . These
include :
.l
Pmver service to any loads designated by
CPS_ (Location and full description of
load and termination required from CPS .)
.2
Ducts terminating in manholes, as
described in 2.3 .1.10 .
.3
The Standby Generator and its associated
power and control equipment .
.4
Any Emergency Lighting pm•er sources
whi ch may be required, i . e. where even
a 10-second outage cannot be tolerated.
6
------ ------------·-------------------------C:O l J C~p L
SnhJnj r::; i.on
Electrical Cowponent
·-----·-----------------------------------------------3
Services
.l
Power is expected to be suppl ied underground
from a pol e t o t he south of the sire by B. C.
Hydro. Incoming voltage will be 14 . 4/3 5 KV .
Cables wil l be suppl ied, i nstalled and owned by
BCH & P .A. Ducts leading from the pole to the
main electrical room will be installed under this
contract .
.2
Hydro metering is expected on the utility pole ,
outside the perimeter of the institut i on .
.3
Primary voltage '~>Ti l l be fed to an oil-poor
breaker protected by overcurrent and ground fault
relays. The breaker will feed a dry type
transformer, preferably with epoxy encapsulated
copper '-1indings . Preliminary sizing suggests a
capacity of 2500 KVA wi ll be required .
.4
The transformer will be an assembly of 347/600V
main distribution fusegear, which in turn will
feed distribution panels throughout the institution .
Fusegear is preferred to molded case air circuit
for this 347/600V mai n distribution equipment
since it is more economical at the level of faul t
currents •·Thi ch must be accommodated in this
institution . All switchgear dead- front .
·- - - · - - ·
----
--·- --·- ------·-- - --- - --- --- - - ---- -- - - r: r) )Jr.' r:pt
~iul>JO·i ~;~;i ()ll
3
Services (Cont i nued)
.5
Distribution panels will be install ed in l ocations
throughout the institution with at least one in
each building . These will consist of assemblies
of moulded case air circuit breakers, and will
feed 347/600V power and lighting panelboards
located near the loads served . They will also
feed 600-120/208V dry type transformers which
will serve the panels required for loads at the
lower voltage . Locations inaccessible to inmates .
.6
In general , 347/600V will be the distribution
vol tage for the institution. Bet,,reen buildings ,
347/600V feeders will be carried in underground
duct banks via a series of manholes. Manholes
•ri ll have secure covers . Ductbanks and manhol es
will be shared by power cables and cables
associated wit h Telephone and Communications;
requirements for the latter to be determined by
CPS . The u se of a uti lidor for this funct i on has
been considered, and does not seem desirable;
part l y due to security considerations . It is
fe lt that an underground tunnel network "'i thin
the secure perimeter would constitute a security
risk of serious magnitude .
- ------·- - ----- --·
Projec t No. 087270
3
Services (Continued)
Concept Submission
Electrical Crnoponent
.7
.8
Page
9
A Stand by Generator will be provided to supply
power during an interruption of BCH & P.A. service,
to all key areas of the institution that are required
to maintain some degree of servi ces under these
conditions . These inc l ude all perimeter, corri dor
and control centers . A diesel generator i s preferred .
Preliminary sizing suggests a capacity of 300 KW.
Fuel storage sufficient f or 24 hours operat i on.
Specific loads to be ser ved with Stand by Power are:
.l
Lighting of exi tvays and a l l necessary ,.,ays of
approach thereto, including exit signs,
exteriors of exits, exit doorways , stairways , and
corridors to a reduced level .
.2
Lighting of Stand by Generator room, El ectrical
r ooms, boiler rooms, and all security posts .
.3
Alarm and
CPS .
.4
Fire Pumps .
.5
Sewage and sump lift pumps .
cow~unications
systems as detailed by
Feeders shall consist of i nsulated copper conductors
in rigid steel galvanized conduit within buildings,
and in concrete encased f i bre ducts between buildings .
Feeders may be exposed within manholes, which are
considered pull boxes .
--- ---
---- ·~------
(:<)IJC'C'pl'.
~uhlll :i.:;:,;
inn
Pa1~0
10
3
-9
Panels will be of the molded case air circuit
breaker type, suitable for 347/600V or l20/208V
as required. Breakers ••ill be ambient compensated
and will be provided in l, 2, or 3 pole frames.
Handle ties will not be permitted .
. 10
Branch Circuit conduit vill be Electrical Metallic
Tubing 1-1here permitted by the standards listed in
2.1. Branch Circuit wiring will be cross-linked
polyethylene insulated copper .
. 11
Feeds to shop and industrial equipment will be
provided using overhead plug- in duct. Ducts will
be alternated in rmrs to provide for either 6oov
or 120/208V feeds as needed, and to provide the
ability to move machines in future .
. 12
Generally, underfloor duct will not be provided
unless specifically requested by the Ovmer .
. 13
Receptacles which are installed in areas accessible
to inmates will be of the safety type which remain
de-energized unless all blades of plug caps are
engaged .
. 14
Feeds for pumps and other mechanical equipment will
suit the requirements of the systems installed.
Conduit connection to motors will be flexible and
••aterproof.
- - - - - -- -- ------·- - - C:o11eq rL ~~IJhJn ·i. ~;s i.nn
- - - -------·---- -
3
- ·----- - -- -- - - - -- - -- - - - - - - - - - - - - - -·-- - - - - -
.15
\fhere lighting is controlle d by systems designed
by CPS as well as locally, low voltage remote
control relays vlill be employed for switching
purposes , to permit either automatic or manual
modes of operation .
. 16
The design will include permanent demand type
kilovatt hour meters on power connections to
indicate accumulated power consumption to:
each boiler plant including accessories
(heating pumps and boiler fans)
each air-condit i oning system chiller
and/or condens-ing unit including
accessories (chilled and condenser
vrater pumps and cooling tover fan)
each domestic hot water heater (if electri c
heater)
air handling fan systems and accessories
(as a whole), in each building
lighting system (as a whole) in each
building
process electric eQUipment (as a vhole)
in each building
.1[
Provision will be made for portable clamp-on
meters (amperage or kilowatt hour type) to
separately measure the electric power to:
each boiler
each air handling system fan
each air conditioning chiller and/or condensing
unit
the lighting in the areas served by each air
system
process electric load in (a) industrial buildi ng
(b) maintenance building, (c) laundry
each boiler accessory including boi ler fan
each chiller accessory
Submissj on
Electrlcal Cowpouent
12
CnJJC<:pl.
.1
Light levels given in the tabulations vThich follow
will be treated as maxima, unless the governing
standard stipulates a minimum. In this case the
design will provide the level listed or more. In
all cases, levels listed are maintained in service
intensities.
The follo•·ring tabulation attempts to follow the
program carefully. In Appendix A, at the end of
this component, the spaces are re-listed , and alternate
suggestions are given, in the hope the Owner will
state his preference .
.2
Inmate Residences :
Space
Type
Lux
Inmate Rooms
Fluorescent- spec i al
Night-special
Desklamp
N/A
N/A
Showers
Incandescent, WP
538
Food Serv .
Fluorescent
754
Admin.
Fluorescent, and
Desklamp
538
Intervie1-1
Fluorescent
538
T.V .
Fluorescent, and
538
Incandescent (dimmer) N/A
Lounge
Fluorescent, and
538
Linen
Fluorescent
538
Janitor
Incandescent
538
Central Activity
538
Fluorescent, and
Classifying
538
Fluorescent, and
538
N/A
------- --·- - ·--- -----l'ro .i< ·<·r. No.
un·r;:-·(ll
Corw<"'pt ;,,1hm:i
:;~; ·j
l)l1
E:J.ectrical Component
1,
Li~hting
(Continued)
.2
.3
Inmate Residences (Continued)
Space
Type
Lux
Washroom
Incandescent WP
538
Laundry
Fluorescent
538
Lockers
Fluorescent
548
Entry
Fluorescent
538
Supervisor
Fluorescent, and
Desklamp
N/A
Stores
Incandescent
538
Secure Stores
Incandescent
538
Handicapped Room
Fluorescent-special
Night-special
Desklamp
N/A
N/A
538
Dissociation, Health Care
Space
Type
Lux
Holding
Fluorescent, Vandalproof
Desklamp, Vandalproof
538
Shower
Incandescent,WP
538
Exercise ( I ndoor)
538
Exercise (Outdoor) Metal Halide
N/A
5~
538
Fluorescent
Desklamp
N/A
Fluorescent
Desklamp
N/A
Fluorescent
538
Stores (General)
Fluorescent
538
Stores (Janitor)
Incandescent
538
Washroom
Incandescent, WP
538
Security Post
Interview
\~ai
ting
538
Project No. 087270
4
Lighting (Continued)
Concept Submicsjon
.3
Page 14
Dissociation, Health Care (Continued)
Space
Type
Lux
Waiting
Fluorescent
538
Security Post
Fluorescent
Desklamp
N/ A
Shower/Bath
Incandescent, WP
538
Ward
Fluorescent, special
Incandescent Night
Light, special
538
N/A
Fluorescent
Desklamp
N/A
Fluorescent
Fluorescent Tasklight
N/A
Lounge
Snack Bar
Isolation Ward
Psychiatric Ward
Incandescent Night
Light, special
Desklamp
538
538
538
538
N/A
N/A
538
Incandescent Night
Light, special
Desklamp
N/A
N/A
Antiseptic
Fluorescent
538
Specimen Analysis
Fluorescent
Incandescent Tasklight
802
Dispensary
N/A
538
Fluorescent
N/A
Drug Storage
Fluorescent
538
Examination
Fl uorescent
802
Admin Office
Consulting
Dental
Fluorescent
Desklamp
Fluorescent
Desklamp
Incandescent Examining
Light
Fluorescent
Desklamp
Operating Light
N/A
538
N/A
538
N/A
N/A
538
N/A
N/A
Project No. 087270
4
Concept Subwission
.3
P::l{~e
Space
TYPe
Dental Lab
X-Ray
Fluorescent
Fluorescent
Incandescent "In Use"
Light
Lux
538
N/A
538
N/A
N/A
538
Fluorescent
Incandescent Safe light
Incandescent "In Use"
Light
N/A
Washroom
Incandescent, HP
538
Physiotherapy
Fluorescent
538
Fluorescent
538
Dark Room
Waiting
Health Care Consulting Fluorescent
& Examining
.4
15
N/A
N/A
538
N/A
Supervisor's Office
Fluorescent
Desk lamp
538
Linen Stores (Clean)
Fluorescent
538
Dirty Linen Stores
Fluorescent
538
Med Supply Stores
Fluorescent
538
Staff Change Room
Fluorescent
538
Janitor
Incandescent
538
Oxygen Storage
Fluorescent
538
Space
Type
Lux
Coordinator • s Office
Fluorescent
Desklamp
N/A
Typist's Office
Fluorescent
Deskla.mp
N/A
Recreation Supervisor
Fluorescent
Desklamp
N/A
Staff Changing Room
Fluorescent
538
N/A
Social Development
538
538
538
Project No . 087270
Concept Submission
·- -- --·- - - --- - - - -·-----Lighting (Continued)
.4
Social Development (Continued)
Space
Type
Lux
Recreation Stores
Fluorescent, Sealed
Shatterproof
538
Rec reation Stores &
Issuing
Fluorescent, Sealed
Shatterproof
538
Staff Changing Room
Fluorescent
Washroom
Incandescent, WP
Shower
Incandescent, WP
Staff Changing Room
Fluorescent
Washroom
Incandescent , WP
Shower
Incandescent, WP
538
538
538
538
538
538
Physic al Fitness
Testing
Fluorescent
Weight Training
Fluorescent
Janitor
Incandescent
Handball
I ncandescent, Sealed,
Shatterproof
Music Room
Fluorescent
755
538
538
323
538
N/A
538
538
538
N/A
323
Music Stores
Fluorescent
Washroom
Incandescent, \VP
Projector Room
Fluorescent
Spectator Seating
Incandescent, Sealed
Shatterproof
Basketball
Incandescent, Sealed,
Shatterproof
323
Volleyball
Incandescent, Sealed,
Shatterproof
323
Staff Shmrer
Incandescent, IVP
Stage Plays
Fluorescent, Sealed,
Shatterproof
Incandescnet Theatrical
Suspended, Shatterproof
538
538
1071
Cnnc:C'J •t
l 't·o .i<'t'l. No. 01\'{2'(()
~~ubm:i
l'acc 17
s::;j 011
Slectrical Component
4
Light ing (Continued)
.4
Space
Type
Lux
Badminton
Shatterproof
323
Staff Washroom
Incandescent, WP
538
Soccer Field
Metal Hal i de Flood
140
Softball Infield
Metal Halide Flood
108
Softball Outfield
Metal Halide Flood
75
Tennis Court
Metal Halide 1500W
108
Projector Flood
(5 projectors each side
of each court - height:
30' - 0 11 • 1 pole at net,
1 pole at each service
line, 1 pol e just behind
each baseline.
Spectator Seating
None
Ice Hockey Rink
Metal Halide Flood
108
Fluorescent
538
N/A
Hobby Workshop
Fluorescent
755
Art vlorkshop
},luorescent
755
N/A
Art Storage
Fluoresc ::nt
538
Project Storage
Fluorescent
538
Kiln Room
FJuorescent
755
Art Tool Storage
}i'luorescent
538
Inmate Committee
Administrator
Fluorescent
538
Barber Shop
Fluorescent
323
Inmate Commisary
Fluorescent
538
\vashroom
Incandescent, WP
538
Jru1itor
Incandescent
538
Arts & Crafts
Supervi sor
----·----Pro.i~cL
4
Concept Snumission
Electrical Comronent
Nn . OfJ7270
.4
18
Space
TyPe
Lux
Print Shop
Fluorescent
538
Print Shop Storage
Fluorescent
538
Waiting , Religious
Fluorescent
538
Counselling Office
Fluorescent
N/A
Storage
Fluorescent
538
Observation
Recessed Incandescent
(dimmer)
755
Altar
None
Coat Room
Fluorescent
538
Psychologist ' s Office
Fluorescent
N/A
Fluorescent
Incandescent Li ghting
N/A
Fluorescent
N/A
Testing
Filing Office
.5
Pa.se
538
538
538
538
Occupational Development, Industries
Space
TyPe
Academic Administrator Fl uorescent
Typist ' s Office
Lux
538
N/A
538
Fluorescent
I ncandescent Taskli ght
N/A
Storage
Fluorescent
538
Lecture Hall
Fluorescent
754
Coat Room
Fluorescent
538
Staff Washroom
Incandescent, \VP
538
Inmates• Washroom
Incandescent, WP
538
Jani tor
Incandescent
538
CnncC])t S11bmissj on
Electrico.l Component
l'rojcc.:t No. Oli'i::''(Cl
Lishting (Continued)
.5
T'ar~c
19
Occupational Development, Industries (Continued)
S-pace
Type
Lux
Resource Office
Fluorescent
Incandescent Task light
N/A
Administrator's Office Fluorescent
N/A
Catalogue Filing
Fluorescent
538
Newspaper Storage
Fluorescent
538
Book Storage
Fluorescent
538
Pamphlet Storage
Fluorescent
538
Study Room
Fluorescent
538
Lounge
Fluorescent
538
Storage
Fluorescent
538
Resource Maintenance
Fluorescent
N/A
Fluorescent
538
Fluorescent
N/A
Vocational Maintenance Fluorescent
N/A
Storage
Fluorescent
538
Instructor ' s Office
Fluorescent
N/A
Lecture Room
Fluorescent
538
Washroom
Incandescent, WP
538
Janitor
Incandescent
538
Has broom
Fluorescent
538
Project Storage
Fluorescent
538
Compressor Room
Fluorescent
538
Plastics Workshop
Fluorescent, Explosion
Proof
755
Typist's Office
Vocational
Administrator
538
538
N/A
538
538
538
538
rrojr~t No.
087270
Li ghting (Cont i nued)
Con~ept
Snbmission
.5
.6
Occupational Development, Industires (Continued)
Space
Type
Lux
Training Room
Proof
755
Woodworking Shop
Proof
755
Welding Shop
Proof
755
Automotive Shop
Fluorescent
755
Paint Shop
Proof
755
Supplies Storage
Fluorescent
538
Equipment Storage
Fluorescent
538
Production Supervisor
Fluore~cent
550
Drafting Room
Fluorescent
N/A
Typi st's Office
Fluorescent
550
Production Foreman
Fluorescent
550
N/A
Changing/Washroom
Incandescent
550
Meeting Room
Fluorescent
550
First Aid
Incandescent
550
Lounge
Fluorescent
550
Changing/Washroom
Incandescent
550
Production
None
550
Administration
Space
Type
Lux
Admission/Discharge
Fluorescent
538
Storage
Fluorescent
538
Changing Room
Fluorescent
538
ProJec..:t i~o. OP-7270
4
Conccr,t Suhm) ss ion
.6
Administration (Continued)
S-pace
Type
Lux
Washroom
Incandescent
538
Waiting Room
Fluorescent
538
Storage
Fluorescent
538
Shower
Incandescent, WP
538
Photo Room
Fluorescent
538
Interview
Fluorescent
538
Storage
Fluorescent
538
Staff Washroom
Incandescent , WP
538
Search
Fluorescent
538
Supervisor's Office
Fluorescent
538
Counselling Interview
Fluorescent
538
Staff Washroom
Incandescent, WP
538
Controlled Visiting
Fluorescent
538
Open Visiting
Incandescent
538
Outdoor Visiting
Incandescent, WP
538
Play Room
Fluorescent
538
Playground
Incandescent , WP
538
Reception
Fluorescent
538
Inmate Reception
Fluorescent
538
Vending Counter
Fluorescent
75~
Visitor's Washroom
Incandescent, WP
538
Storage
Fluorescent
538
Inmate vlashroom
Incandescent, WP
538
Janitor
Training Supervisor
. Incandescent
Fluorescent
N/A
538
538
N/A
Project No . 087270
4
Concept Snbmission
Electrical C0mponent
.6
1''-l.f_!:C
Type
Space
22
Lux
Lecture Room
Fluorescent
538
Seminar
Fluorescent (dimmer)
538
Concealed Viewing
538
Training Storage
Fluorescent
538
Staff \{ashroom
Incandescent, WP
538
Coat Room
Fluorescent
538
Staff Learning
Fluorescent
538
Lounge
Incandescent
538
Staff Locker
Fluorescent
538
Vending Counter
Fluorescent
754
Staff \,lashroom
Incandescent, \.JP
538
Outdoor Lounge
Incandescent, WP
538
ShovTer
Incandescent, WP
538
Telephone
N/A
Staff Locker
Fluorescent
538
Identification
Fluorescent
538
Control Post
Emergency DPW standard
(2 emergency systems
above control console)
Emergency DPW standard
(2 emergency systems
above control console)
538
860
107
538
Staff Washroom
Incandescent , WP
538
Firearm Storage
Fluorescent
538
N/A
Waiting
Fluorescent
538
Secure Storage
Fluorescent
538
Project No. 001210
4
Concept Submission
Ele~trical Component
.6
Space
TYPe
Lux
Visitor Washroom
Incandescent, WP
538
Scanning
Fluorescent
N/A
Search
Fluorescent
538
Janitor
Incandescent
538
Sally Port
Fluorescent
538
Sally Port Vehicular
Sodium Halide
(Integrated with
perim . lighting)
107
Coat Room
Fluorescent
538
Daily Arms Storage
Fluorescent
538
Staff Assembly
Incandescent
755
Co-ordinating Office
Fluorescent
N/A
Fluorescent
N/A
Staff Washroom
Incandescent, \.JP
538
Communication Storage
Fluorescent
538
Reception
Fluorescent
Incandescent
538
Waiting
Incandescent
538
Typist ' s Office
Fluorescent
N/A
Staff Washroom
Incandescent, WP
538
Stationery Storage
Fluorescent
538
Secure Storage
Fluorescent
538
Janitor
Incandescent
538
Records Office
Fluorescent
538
Personnel Supervisor
538
538
538
538
N/A
Proje?ct No . 0872'70
4
Concept Submission
.6
Pae;e 24
S:eace
Type
Administrat i ve Manager
Fl uorescent
Meeting Room
Staff Coordinator
Personne l Director
Director
Supporting Director
Staff Administrator
Financial Administrator
Security Administrator
Programs Administrator
Shipping Administrator
Liaison Administrator
Security Operations
Financial Services
Orienting of Inmates
Sentencing Administrator
Communicat i ons Storage
.
Fluorescent
(dimmer)
··Lux
538
N/A
538
N/A
538
Fluorescent
N/A
Fluorescent
N/A
Fl uorescent
538
538
N/A
538
Fluorescent
N/A
Fluorescent
N/A
Fluorescent
N/A
Fluorescent
N/A
Fluorescent
N/A
Fluorescent
Fluorescent
538
538
538
538
538
N/A
538
N/A
Fluorescent
I ncandescent Taskl i ght
538
Fluorescent
Incandescent Taskl ight
538
N/A
N/A
538
Fluorescent
N/A
Fluorescent
N/A
Fluorescent
538
538
Project No. 087270
4
Light ing (Continued)
Concept S11brnission
.6
.1
Pac;e
25
Admi nistration (Continued)
Space
Type
Lux
Typist's Office
Fluorescent
Incandescent
N/A
Photo Copy Room
Fluorescent
538
Storage
Fluorescent
538
Mail Room
Fluorescent
538
Space
Type
Lux
Waiting
Fl uorescent
538
Records Office
Fluorescent
N/A
Fluorescent
N/A
Staff Washroom
Incandescent, WP
538
Electrical Maintenance
fluorescent
755
Plwnbing Maintenance
FU.uorescent
755
Metal/Welding Shop
Fluorescent
~(55
Masonry Maintenance
Fl uorescent
755
Painting
Proof
755
\vood•..rorking
Fluorescent
755
Supplies Storage
Fl uorescent
538
Tool Storage
Fluorescent
538
Vehicle Service
Fluorescent
755
Changing Room
Fluorescent
538
Parts Storage
Fluorescent
538
Janitor
Incandescent
538
Incandescent, WP
538
538
Central Technical Services
Supervisor
538
538
·----------·----·---Proje<.:t. No. 0[\"7?'(0
4.
Concept ~~ubmiss:i0n
.7
Central Technical Services (Continued)
Space
Type
Lux
Inmate Hash room
ncandescent, WP
538
Staff Washroom
Incandescent, WP
538
Loading Dock
Fluorescent
Sodium Halide
107
Shipping Receiving
Fluorescent
538
Supplies Supervisor
Fluorescent
N/A
538
538
Fluorescent
Inc andescent Tasklight
538
Short Term Storage
Fluorescent
538
General Storage
Fluorescent
538
Secure Storage
Fluorescent
538
Flammable Storage
Proof
538
Cold Storage
Fl uorescent, Sealed
538
Frozen Storage
538
Clothing Storage
Fluorescent
538
Janitor
Fluorescent
538
Staff Washroom
Incandescent, WP
538
Exterior Storage
Sodium Halide, Sealed
107
Unloading Dock
Fluorescent, Seal ed
Sodium Halide, Sealed
107
Records Office
Records Office
Food Administrator
Food Supervisor
Vegetable Prep .
N/A
538
Fluorescent
538
Fluorescent
538
N/A
N/A
538
Fluorescent
N/A
Fluorescent
I ncandescent Tasklight
538
N/A
Project No. 087270
4
Li ghting (Continued)
Concept Submission
.7
Paee 27
Central Technical Servi ces (Continued)
Space
Type
Lux
Meat Prep .
Fluorescent
N/A
General Prep .
Baking Prep .
Cooking
Fluorescent
538
538
N/A
538
Fluorescent
N/A
Fl uorescent
N/A
538
Fluorescent
Incandescent Taskli ght
538
Dish Washing
Fluorescent
538
Pot Washing
Fluorescent
538
Janitor
Incandescent
538
Staff Changing
Fluorescent
538
Inmate Lounge
Fluorescent
538
Pots/Dishes Storage
Fl uorescent
538
Dry Goods Storage
Fluorescent
538
Supplies Storage
Fluorescent
538
Meat Storage
538
Cold Storage
538
Frozen Storage
Incandescent, Seal ed
538
Dairy Storage
538
Bakery Storage
Incandescent
538
Beverage Serving
Incandescent
538
Meal Serving
Incandescent
N/A
Eating Area
Incandescent
538
Refrig. Garbage Storage
Fluorescent
538
Cart Storage
N/A
538
Concept Submi st."-ion
Electricn.l Component
Project No . 087270
4
Lif;hting (Continued)
.7
} 'uge
28
Space
Type
Lux
Can Cleaning
Fluorescent
538
Staff Washroom
Fluorescent, Sealed
538
I nmate Washroom
Incandescent , WP
538
Staff Shm.;er
Incandescent, WP
538
Baking
Fluorescent
538
Plat i ng
Fluorescent
538
S·taff Lounge
Fluorescent
538
Washroom
Incandescent, WP
538
Shipping/Recei ving
Fluorescent
538
Laundry Receiving
Fluorescent
538
Issuing
Fluorescent
538
Sorting
Fl uorescent
538
Clean Storage
Fluorescent
538
Street Storage
Fluorescent
538
New Storage
Fluorescent
538
Recycl ed Storage
Fl uorescent
538
General Storage
Fluorescent
538
Staff Storage
Fluorescent
538
Janitor
Fluorescent
538
Tailoring
Fluorescent
538
Fitting
Fluorescent
538
Services Supervisor
Fluorescent
538
Clothing Supervisor
Fl uorescent
538
Janitor
Incandescent
538
Incandescent, \fP
538
Fluorescent
538
\~ash
room
Laundry
Project No . 087270
t,
Pace 29
Concept Submission
.7
.8
Space
Type
Lux
Drying
Fluorescent
538
Pressing
Fluorescent
538
Sorting
Fl uorescent
538
Laundry Supervisor
Fluorescent
538
Assistant
Fluorescent
538
Storage
Fluorescent
538
Janitor
Fluorescent
538
Washroom
Incandescent, WP
538
Institutional Grounds/External Security
Space
Type
Lux
Surveillance Tover
(dimmer)
N/A
Control Post
Incandescent (dimmer)
N/A
Incandescent, WP
538
Staff Washrooms
538
P.:-o,jcct No.
oWr:no
Concept
~~n1md
Pa(~C
";sion
30
5
.l
The following tabulatjon follows the program
carefully. It should be noted, however that it
omits all items which are associated with.
Communications, and also mechanical loads . Information
on these items will be supplied at a later date.
.2
Inmate Residences :
Space
Requirement
Inmate rooms
llOV Receptacles
Shovers
None
Food Serv.
llOV Receptacles
Administration
llOV
"
Interview
llOV
"
llOV
11
Lounge
llOV
II
Linen
None
Janitor
None
Central Activity
llOV Receptacles
Classifying
llOV
'I' .
v.
'
II
220V
Project No. 08?270
5
Power
(Continued)
Concept Submission
Electrical Colll})oncnt
.2
.3
Inmate Residences
Pe1c;e 31
(Continued)
Space
Requirement
Washroom
None
Laundry
llOV, 220V Equipment
Lockers
None
Entry
None
Supervisor
llOV Receptacles
Stores
None
Secure Stores
None
Handicapped Room
llOV Receptacles
Handicapped Bath
None
Space
Requirement
Hol ding
None
Shower
None
Excercise (Indoor)
llOV Receptacles
Excercise (Outdoor)
Emergency Po1.rer
Security Post
llOV, 550V Equipment,
Emergency Power S1vitch over
Interview
llOV Receptacles
Waiting
llOV Receptacles
Stores (General)
None
Stores (Janitor)
None
Washroom
llOV Receptac l es
Project No . 087270
5
Power
(Continued)
Concept S1Jbmi ssion
Electrical Compollellt
.3
(Continued)
Space
Requirement
Waiting
llOV Receptacles
Security Post
llOV, 550V Equipment ,
Emergency PovTer Swi tch over
Shower/Bath
None
Ward
llOV Receptacles
Lounge
llOV
Snack Bar
llOV, 220V Receptacles
Isolat i on Ward
llOV Receptacles
Psychiatric Ward
llOV
Antiseptic
None
Specimen Analysis
nov
Receptacles
Dispensary
llOV
11
Drug Storage
nov
II
Examination
II
llOV
Emergency Power
Administration Office
llOV Receptacles
Consulting
nov
II
Dental
llOV
11
"
"
5
Po,.,rer
(Continued)
Page 33
Concept Submission
l'~lectrical Component
Project No. 081270
.3
.4
(Continued)
Space
Requirement
Dental Lab
llOV Receptacles
X-Ray
llOV
"
Dark Room
nov
Receptacles
Washroom
None
Physiotherapy
l:!..OV Tiec eptacles
Waiting
J.lOV
11
Health Care Consulting
llOV
II
Supervisor's Office
II
llOV
Emergency Power
None
Dirty Linen Stores
None
Med. Supply Stores
nov
Staff Change Room
nov
Janitor
None
Oxygen Storage
llOV Receptacles,
Explosion proof
Receptacles
II
Social Development
Space
Requirement
Coordinator's Offices
llOV Receptacles
Typist 's Office
llOV
"
llOV
II
Staff Changing Room
llOV
II
220V
- - - - - -- -- - - - - - - - - -- - - - -Projcc L No. 08'(2'70
5
Power
(Continued)
----·-
Concept Submjssjon
E:lcctricn.l Compor1cnt
.4
Social Development
(Continued)
§.Eace
Requirement
Recreation Stores
llOV Receptacles
Recreation Stores &
Issuing
llOV
It
Staff Changing Room
llOV
II
Washroom
llOV
II
Shower
None
Staff Changing Room
llOV Receptacles
\vashroom
llOV
Shower
None
Physical Fitness Testing
ll5V Receptacles
Height Training
llOV
Janitor
None
Handball
None
Music Room
l lOV Receptacles
Music Stores
llOV
If
Washroom
llOV
II
Projector Room
llOV
II
Spectator Seating
None
Basketball
None
Volleyball
None
Staff Shower
None
Stage Plays
l lOV Receptacles
It
It
Project No. 087270
5
Power
(Continued)
Concept Submisr.ion
.4
Space
Requirement
Badminton
None
Staff Washroom
llOV Recept acles
Soccer Field
None
Softball Infi eld
None
Softball Outfield
None
Tennis Court
None
Spectator Seating
None
Ice Hockey Rink
None
Arts & Crafts Supervisor
llOV Receptacles
Hobby Vlorkshop
llOV
Equipment
Art Vlorkshop
l lOV Receptacles
Art Storage
l l OV
Project Storage
None
Kiln Room
220V Equipment
Art Tool Storage
None
Inmate Committee
Adninstrator
llOV Receptac l es
Barber Shop
llOV
II
Inmate Commisary
lJ.OV
II
\-vashroom
llOV
II
Janitor
None
, 220V ,
"Panic" Buttons
11
Concept ~3ubndssion
Electrical Coreponent
ProJect No. 08'{2'{0
5
Power (Continued)
.4
.5
Social Development
(Continued)
Space
Requirement
Print Shop
llOV Receptacles
Print Shop Storage
None
Waiting, Religious
llOV Receptacles
Counselling Office
llOV
11
Storage
llOV
II
Observation
llOV
11
Altar
llOV
"
Coat Room
None
Psychol ogist's Office
llOV Receptacles
Testing
llOV
II
Filing Office
llOV
II
Space
Requirement
Academic Admi nistrator
llOV Receptacles
Typist's Office
llOV
11
Storage
llOV
II
Lecture Hall
llOV
II
Coat Room
None
Staff Washroom
None
Inmates' Washroom
None
Janitor
None
1'rojcct No
---------------------0------0
Cvnccpt S11bmil;r;jon
OC'o'(2'(0
5
Power
(Continued)
0
5
Occupational Development, Industries (Continued)
Space
Requirement
Resource Office
llOV Receptacles
Administrator's Office
llOV
II
Catalogue Filing
llOV
II
Newspaper Storage
llOV
II
Book Storage
llOV
11
Pamphlet Storage
llOV
II
Study Room
llOV
Lounge
None
Storage
llOV Receptacles
Resource f\1aintenance
llOV
Typist's Office
llOV
II
Vocational Administrator
llOV
II
Vocational Maintainence
llOV
II
Storage
llOV
Instructor's Office
llOV
Lecture Room
llOV
Washroom
llOV
Janitor
None
Washroom
None
Project Storage
llOV Receptacles
Compressor Room
llOV
Plastics vlorkshop
220V,
llOV
Equipment "Panic" buttons
,,
,
,
,
,
,
,
,
)
Concept ~~ubmission
Project No. 087?.70
5
Power
(Continued)
.5
.6
(Continued)
Space
Requirement
Training Room
llOV Receptacles, 220V,
Woodworking Shop
l lOV Receptacles, 120/208V,
minimum 250-300A capacity,
Helding Shop
llOV Receptacles, 120/208V,
minimum 250-300A capacity,
Automotive Shop
Paint Shop
Supplies Storage
llOV Receptacles
Equipment Storage
llOV
11
Production Supervisor
llOV
11
Drafting Room
llOV
11
Typist ' s Office
llOV
11
Production Foreman
llOV
11
Changing/Washroom
llOV
11
Meeting Room
llOV
11
First Aid
llOV
II
Lounge
llOV
11
Changing/vJasbroom
None
11
Production
None
11
A&ninistration
Space
Requirement
Admission/Discharge
llOV Receptacles
Storage
None
Changing Room
llOV Receptacles
_ _ _ _ _ _ _____ ____l)ifJj _<.:.::::::J:P~------Project No. 007270
~oncept Submi~sion
Page 39
5
Power
(Continued)
.6
Administration
(Continued)
Space
Requirement
\oJ'ashroom
None
Wait i ng Room
llOV Receptacles
Storage
None
Shovrer
None
Photo Room
llOV Receptacles
Intervievr
llOV
Storage
None
Staff \·lashroom
None
Search
llOV Receptacles
Supervisor's Office
llOV
11
Counselling/Interview
llOV
11
Staff Washroom
None
Controlled Visiting
None
Open Visiting
llOV Receptacles
Outdoor Visiting
llOV
"
Play Room
llOV
11
Playground
None
Reception
llOV Receptacles
Inmate Reception
llOV
"
Vending Counter
llOV
1!
Visitors ' Washroom
None
Storage
None
Inlliate Washroom
None
Janitor
None
Training Supervisor
llOV Receptacles
1l
Project No. 087270
5
Power
(Continued)
Concept Suumission
.6
Administration
----- ----- - -
(Continued)
Space
Requirement
Lecture Room
llOV Receptacles
Seminar
llOV
II
Concealed Viewing
llOV
11
Training Storage
llOV
11
Staff Washroom
None
Coat Room
None
Staff Learning
None
Lounge
llOV Receptacles
Staff Locker
llOV
II
Vending Counter
llOV
II
Staff Washroom
None
Outdoor Lounge
llOV Receptacles
Shower
None
Telephone
None
Staff Locker
llOV Receptacles
Identification
None
Control Post
Emergency Power s1.ri tch over
Staff Washroom
None
Firearm Storage
llOV Receptacles
Haiting
llOV
Secure Storage
llone
II
Proj e ct No. 087 270
5
Pmrer
(Continued)
Concept Guumission
El~ctricnl Component
.6
Administration
(Continued )
Space
Requirement
Visitor Washroom
None
Scanning
llOV Receptac les
Search
llOV
Janitor
None
Sally Port
llOV Receptacles,
Emergency Power switch over
Sally Port, Vehicular
llOV Receptac le
Coat Room
None
Daily Arms Storage
None
Staff Assembly
l l OV Receptacles
Co-ordinating Office
llOV
II
Personne l Supervisor
llOV
II
Staff Hashroom
None
Commun icat ion Storage
llOV Receptacles
Reception
llOV
11
Wa it ing
llOV
11
Typist's Office
llOV
II
Staff Washroom
None
Stationery Storage
llOV Receptacles
Secure Storage
llOV
Jan itor
None
Records Offi ce
llOV Receptacles
11
II
Project No. 087270
5
Pm.,rer
(Continued)
Concept ~3ubminsion
Electricn.l Component
.6
Administration
Pace 42
(Continued)
Space
Requirement
Administrative Manager
l lOV Receptacles
Meeting Room
llOV
.
11
Staff Co-ordinator
llOV
11
Personnel Director
l lOV
11
Director
llOV
11
Supporting Director
llOV
11
Staff Administrator
llOV
11
llOV
11
llOV
11
llOV
11
llOV
11
Liason Administrator
llOV
11
Security Operations
llOV
11
Financial Services
llOV
11
llOV
11
Sentencing Administrator
llOV
11
Communications Storage
llOV
11
)
220V
Project No. 087270
5
Power
(Continued)
Ccmcept Submission
.6
.7
Administration
(Continued)
Space
Requirement
Typist 's Office
llOV Receptacles
Photo Copy Room
llOV
Storage
None
Mail Room
llOV Receptacles
II
Space
Requirement
Waiting
llOV Receptac l es
Records Office
l lOV
II
Supervisor
llOV
II
Staff Washroom
None
llOV Receptacles , 220V
Plumbing Maintenance
llOV
II
220V
Metal /Welding Shop
llOV
II
220V
Masonry Maintenance
llOV
II
220V
Painting
llOV
II
220V
Woodworking
llOV
II
220V
Supplies Storage
llOV
11
Tool Storage
llOV
II
Vehicle Service
llOV
II
Changing Room
l lOV
II
Parts Storage
llOV
II
Janitor
None
Shower
None
, 220V
, 220V
Project No. 087270
5
Power
(Continued)
Page 44
Concept Submission
.7
(Continued)
Space
Requirement
Inmate Washroom
None
Staff Washroom
llOV Receptacles
Loading Dock
None
Shipping/Receiving
llOV Receptacles
Supplies Supervisor
llOV
"
Records Office
llOV
II
Short Term Storage
llOV
II
General Storage
llOV
If
Secure Storage
llOV
II
Flammable Storage
llOV
II
Cold Storage
llOV
If
Frozen Storage
nov
If
Clothing Storage
llOV
II
Janit or
llOV
II
Staff Washroom
None
Exterior Storage
llOV Receptacles
Unloading Dock
None
Records Office
llOV Receptacles
Food Administrator
llOV
II
Food Supervisor
l lOV
"
Vegetable Prep .
nov
II
--------- --------Con\:c:pt
~~11bnd ~;~;jon
J·:lec t.rical C:onrpoll<-' 11 t
5
Power
(Continued)
.7
(Continued)
Space
Requirement
J'.1eat Prep.
llOV Receptacles
General Prep_
llOV
II
Baking Prep .
llOV
"
220V
Cooking
llOV
11
220V
Cart Storage
llOV
II
220V
Dish Washing
llOV
"
Pot Washing
llOV
II
Janitor
None
Staff Changing
llOV Receptacles
Inmate Lounge
llOV
II
Pots/Dishes Storage
llOV
II
Dry Goods Storage
llOV
II
Supplies Storage
llOV
II
Meat Storage
llOV
II
Cold Storage
llOV
II
Frozen Storage
llOV
II
Dairy Storage
llOV
II
Bakery Storage
llOV
II
Beverage Serving
llOV
II
Meal Serving
llOV
"
Eating Area
llOV
"
Refrig. Garbage Storage
220V
'
220V
···- ---- - - --- - - - -- ---
--------·- - - - -- --- ------------ - - C'onccpt Sub1:d ~;;,jon
I 'rojcc I. No. llf·7::'.i0
Elc<..:trical
5
Power
(Continuin~)
-1
Compow~nt
(Continued)
Space
Requirement
Can Cleaning
None
Staff Washroom
None
Inmate Washroom
None
Staff Shm1er
None
Baking
llOV Receptacles, 220V
Plating
None
Staff Lounge
llOV Receptacles
Washroom
l lOV
II
Shipping/Receiving
llOV
II
Laundry Receiving
l lOV
II
Issuing
llOV
II
Sorting
llOV
II
Clean Storage
llOV
II
Street Storage
llOV
II
Ne'" Storage
llOV
11
Recycled Storage
llOV
II
General Storage
llOV
11
Staff Storage
nov
Janitor
llOV
II
Tailoring
llOV
II
Fitting
llOV
II
Services Supervisor
llOV
II
Clothing Supervisor
llOV
II
Janitor
None
Washroom
None
Laundry
llOV Receptacles, 220V
II
---------- - - - -
- - - - --- - - -
Project No . 0872'(0
5
Power
(Continued)
Concept Submission
.7
.8
Pi.l.ge 47
(Continued)
Space
Requirement
Drying
llOV
Receptacles
Pressing
llOV
"
Sorting
llOV
"
Laundry Supervisor
llOV
II
Assistant
llOV
It
Storage
llOV
"
Janitor
None
Washroom
None
Space
Requirement
Surveillance Tower
llOV
Control Post
llOV
"
, 550V,
Emergency Power svTi tch over
Staff Washrooms
None
Receptacles
Project No. 0[3"( 2'(0
Lighting
(Alternate)
Concept Submi s sion
El e ctrical Component
Appendix A
.1
Light levels given in the tabulations which follow
will be treated as maxima , unless the governing
standard stipulates a minimum. In this case the
design will provide the level l isted or more. In
all cases, levels listed are maintained in service
intensities .
.2
Inmate Residences:
Space
Type
Lux
Inmate Rooms
Fluorescent (Special),
Vandal-proof
Night Light (Special)
300
N/A
Incandescent, WP,
Vandal-proof
300
Fl uoresc ent,
Vandal-proof
500
Administration
Fluorescent
700
I nterview
Fl uorescent,
Vanda l - proo f
100
Incandes c ent ,
Vandal- proof,
(dimmer)
300
Fluor escent,
Vanda l -proof
300
Linen
I ncandescent
200
Jani t or
I ncande scent
Vandal-proof
200
Fluorescent,
Vandal-proo f
300
Fluorescent,
Vandal -proof
700
Showers
Food Serv.
T .V .
Lounge
Central Activity
Cl assifyi ng
----- - Frojec t No . 087210
Lighting
(Continued)
Concept Submission
El ec tr ic al Component
Appendix A
.2
Inmate Residences
Space
Type
Lux
Washroom
Incandescent , WP,
Vandal -proof
300
Fl uorescent ,
Vandal-proof
300
Lockers
Fluorescent
200
Entry
Fluorescent ,
Vandal-proof
300
Supervisor
Fluorescent
700
Stores
I ncandescent,
Vandal- proof
200
Sec ure Stores
Incandescent
200
Handicapped Room
Vandal - proo f
Night light (Special)
300
Laundry
Handicapped Bath
.3
(Continu ed)
I ncandesc ent, WP ,
Vandal-proof
N/A
300
Space
Type
Lux
Holding
Fluorescent,
VandaJ - proof
300
Incandesc ent, WP,
Vandal-proof
300
Fluorescent,
Vandal-proof,
Shatter- proof
300
Shower
Excercise (Indoor)
Exc ercise (Outdoor)
Mercury Metal Halide ,
Vandal-proof
50
Security Post
Fluorescent
700
IntervievT
Fluorescent ,
Vandal- proof
700
Fl uorescent ,
Vandal-proof
300
In ca ndes cent,
Vandal-proof
200
Incandescent ,
Vandal- proof
200
Incandescent, WP,
Vandal-proof
300
Waiting
Stores (General)
Stores (Janitor)
vJashroom
-- ·- - - - - ---- - ------ - - - - - - - - ------ - - ------ --Concept f>ulJJnis s ion
Appendix A
Project No . 007270
Li ~ hting
(Continued)
.3
Space
Type
Lux
Waiting
Fluorescent,
Vandal- proof
300
Security Post
Fluorescent
700
Shower/Bath
Incandescent, WP ,
Vandal-proof
300
Ward
Lounge
Snack Bar
Isolation Ward
Psychiatric Ward
Fluorescent (Spec ial),
Vandal-proof
N/A
Fluorescent,
Vandal- proof
300
Fluorescent ,
Vandal- proof
500
Vandal-proof
300
300
N/A
Vandal-proof
N/A
Antiseptic
Fluorescent
300
Specimen Analysis
Fluorescent
1000
Dispensary
Fluorescent
1000
Drug Storage
Fluorescent
300
Examination
Fluorescent,
Vandal-proof
Examining Light,
Vandal-proof
700
Admin . Office
Fluoresc ent
700
Consulting
Fluorescent,
Vandal-proof
Examining Light,
Vandal-proof
700
Fluorescent ,
Vandal-proof
Examining Light ,
Vandal - proof
700
Dental
300
N/A
N/A
N/A
Pro ject No. 087270
Lighting
(Continued)
Concept Submission
Electrical Compouent
Appendix /1.
.3
Dissociation , Health Care
(Continued)
Space
Type
Lux
Dental Lab
Fluorescent ,
Vandal-proof
700
X- Ray
Dark Room
Washroom
Physiotherapy
Waiting
Fluoresc ent,
Vandal-proof
Incandescent "IN USE"
Light
Fluorescent ,
I ncandescent Safelight
Incandescent "IN USE"
Light
500
N/A
100
N/A
N/A
Incandesc ent , WP ,
Vandal-proof
300
Fl uorescent,
Vandal-proof
700
Fluorescent,
Vandal-proof
300
Health Care
Consulting
Fluor escent ,
Vandal - proof
700
Supervi sor ' s Offic e
Fluore scent
700
Incandescent,
Vandal- proof
200
I ncandescent,
Vancal-proof
200
Med . Supply Stores
Fluorescent
300
Staff Change Room
Fluorescent
200
Janitor
Incandesc ent ,
Vandal-proof
200
Fluorescent
200
Space
Type
Lux
Coordinator ' s Offices
Fluorescent,
Vandal-proof
700
Fluorescent,
Vandal- proof
700
Fluorescent
700
Staff Changing Room
Fluorescent
200
Rec r ea tion Stores
Fluorescent,
Vandal- proof ,
Shatter-proof
200
Di rty Linen Stores
Oxygen Storage
.4
Pace 51
N/A
Soc i al Development
Typist 's Office
Concept Submissi on
Appendix A
Pr ojec t No. 087210
Lighting
(Continued)
.4
Social Development
l 'acc 52
(Continued)
Space
Type
Lux
Recreation Stores
and Issuing
Fluorescent,
Vandal-proof,
Shatter-proof
200
Staff Changing Room
Fluorescent
200
Washroom
Incandescent, WP
300
Shower
Incandescent, WP
300
Staff Changing Room
Fluorescent,
Vandal-proof
200
Washroom
Incandescent, WP,
Vandal-proof
300
Shower
Incandescent, WP,
Vandal-proof
300
Physical Fitness
Training
Fluorescent,
Vandal-proof
700
Weight Training
Fluorescent,
Vandal-proof
300
Janitor
Incandescent ,
Vandal-proof
200
Handball
Incandescent,
Vandal-proof,
Shatter-proof
300
Music Room
Fluorescent,
Vandal-proof
700
Music Stores
Incandescent,
Vandal- proof
200
Washroom
Incandescent, WP,
Vandal-proof
300
Projector Room
Fluorescent,
Vandal-proof
500
Spectator Seating
Incandescent,
Vandal-proof,
Shatter-proof
200
Basketball
Incandescent,
Vandal-proof,
Shatter-proof
300
Volleyball
I ncandescent,
Vandal-proof,
Shatter-proof
300
Staff Shower
Incandescent, WP
300
Stage Plays
Fluorescent,
500
Vandal-proof,
Incandescent Theatrical,
Suspended, ShatterN/A
proof, Vandal-proof
------- ----·-- - - -- -------- -- ------------ - - ·- - - -- - -- - - Concept Submission
Appendix A
Pr ojec t IJo . 087 270
Pn[;f:
53
- - -- ------
Lightin ~
(Continued)
.4
Social Development
(Continued)
Space
Type
Lux
Badminton
Incandescent ,
Vandal-proof ,
Shatter-proof
300
Staff Washroom
Incandescent , WP
300
Soc c er Fi eld
Mercury Metal Halid e ,
Vandal-proof,
Shatter- proof
100
Softbal l Infield
Mercury Metal Halide,
Vandal - proof ,
Shatter- proof
200
Softball Outfield
Vandal-proof
Shatter-proof
150
Te nnis Court
200
Vandal-proof,
Shatter-proof .
1 500W, 5 projectors
each side of each c ourt,
height 30 '-0", l pole
at net, l pole at each
serve line , l pole just
behind each base line .
Spectator Seating
None
Ice Hockey Rink
Vandal -proof,
Shatter-proof
200
Arts & Crafts
Supervisor
Fluorescent ,
Vandal-proof
700
Hobby Workshop
Fluorescent,
Vandal- proof
700
Art Workshop
Fluorescent,
Vanda l - proof
700
Art Storage
Inca ndescent,
Vandal-proof
200
Project Storage
Incandescent,
Va ndal- proof
200
Kiln Room
Fluor escent,
Vandal - proof
700
Art Tool Storage
Incandescent
200
I nma te Commi ttee
Administrator
Fluorescent,
Vandal - proof
700
Barber Shop
Fluor escent ,
Vanda l-proof
1000
Concept ~)ubllliss:i.on
Electrical Componen~
Appendix A
P1·ojcct No. Of37270
------------·-----------
Lighting
(Continued)
.4
.5
Social Development
(Continued)
Space
Type
Lux
Inmate Commisary
Fluorescent,
Vandal-proof
500
Washroom
Incandescent, WP,
Vandal-proof
300
Janitor
Incandescent
200
Print Shop
Fluorescent,
Vandal-proof
700
Print Shop Storage
Incandescent,
Vandal- proof
200
Waiting, Religious
Fluorescent,
Vandal-proof
300
Counselling Office
Fluorescent,
Vandal-proof
700
Storage
Incandescent
200
Observation
Incandescent,
Vandal-proof
(dimmer)
300
Altar
Incandescent,
Vandal-proof,
(dimmer)
500
Coat Room
Incandescent,
Vandal-proof
200
Psychol ogist ' s Office
Fluorescent,
Vandal-proof
700
Testing
Fluorescent,
Vandal- proof
500
Filing Office
Fluorescent
700
Space
Type
Lux
Academic
Administrator
Fluorescent,
Vandal- proof
700
Typist ' s Office
Fluorescent
700
Storage
Incandescent
200
Lecture Hall
Fluorescent,
Vandal- proof
300
Coat Room
I ncandescent,
Vandal- proof
200
Staff Washroom
Incandescent, WP
300
Inmates' Hashroom
Incandescent , WP,
Vandal- proof
300
Janitor
Incandescent,
Vandal - proof
200
- - - - -- --···Pr o j~ ct
No . 087270
Pace 55
Concept C>ubmi ssion
Electrical Compo nent
AppelJ(liY.: A
- -- - - - - - · -- - --- -- - Lighting
(Continued)
.5
(Cont i nued)
Space
Type
Lux
Resource Office
Fluorescent,
Vandal-proof
100
Administrator •s Office Fluore scent
700
Catal ogue Filing
Incandescent ,
Vandal-proof
300
Ne,·rspaper Storage
Incandescent ,
Vandal-proof
300
Book Storage
Fluorescent,
Vandal-proof
300
Pamphlet Storage
Incandescent,
Vandal-proof
300
Study Room
Fluorescent,
Vandal-proof
700
Lounge
Fluorescent ,
Vandal-proof
300
Storage
Incandescent
200
Resource Maintenance
Fluorescent
700
Typist•s Office
Fluorescent ,
Vandal - proof
700
Vocational
Administrator
Fluorescent
100
Vocational
Maintenance
Fluorescent
700
Storage
Incandescent
200
I nstructor •s Office
Fl uorescent
700
Lect ure Room
Fluorescent,
Vandal-proof
700
Washroom
I ncandescent, WP,
Vandal- proof
300
J anitor
Incandescent,
Vandal-proof
200
Washroom
Incandescent , WP
300
Project Storage
Fluorescent,
Vandal- proof
200
Compressor Room
Fluores cent
400
Plastics Workshop
Fluorescent,
Explo s ion- proof,
Vandal- proof
700
Pr o j cc~
Concept Bubmission
Electric a l Component
/\ppendix A
No . 087270
Lighting
( Continued)
.5
.6
56
Pn.gc
- -- - -
- - - - - -- - -
Occupa tional Development , Indu stries
( Continued )
Space
Type
Lux
Training Room
Fluoresc ent,
Explosion- proof,
Vandal-proof
700
Woodworking Shop
Fluorescent,
Explosion-proof ,
Vandal-proof
700
Welding Shop
Fl uorescent,
Explosion-proof,
Vandal-proof
700
Automot ive Shop
Fluorescent,
Vandal-proof
700
Paint Shop
Fluorescent,
Explosion- proof
Vandal-proof
700
Suppl i es Storage
Fluoresc ent
200
Equipment Storage
Fluorescent
200
Produ ction Supervisor
Fluoresc ent
700
Draft ing Room
Fluoresc ent,
Vandal-proof
1500
Typist's Office
Fluorescent,
Vandal-proof
700
Production Foreman
Incandescent,
Vandal- proof
300
Changi ng/Wash room
Incandescent, vlP
300
Meeting Room
Fluorescent ,
Vandal-proof
700
First Aid
Fluorescent,
Vandal - proof
700
Lounge
Fluorescent ,
Vandal- proof
300
Changing/Washroom
Fluorescent , WP,
Vandal - proof
300
Production
Fluorescent,
Vandal- proof
700
S:eace
T;zpe
Lux
Admission/Disc harg e
Fluorescent
700
Storage
Fluorescent
200
Changing Room
Incandescent,
Vandal- proof
200
Admin i s tration
?roject Uo . 087270
Po.~;e
Concept Submission
Appendix A
-·- - -·- - Lighting
57
- - - - -·- - - -·- - (Cont inued)
.6
Administration
(Continued)
Space
Type
Lux
Washroom
Incandescent, \.JP,
Vandal-proof
300
Waiting Room
Flourescent,
Vandal-proof
300
Storage
Incandescent
200
Shower
Incandescent, WP,
Vandal-proof
300
Photo Room
Fluorescent,
Vandal- proof
700
Interview
Fluorescent,
Vandal- proof
300
Storage
Incandescent
200
Staff Washroom
Incandescent, WP
300
Search
Fluorescent ,
Vandal-proof
700
Supervisor ' s Office
Fluorescent
700
Counselling/Interview
Fluorescent ,
Vandal - proof
700
Staff Washroom
Incandescent, WP
300
Controlled Visiting
Fluorescent,
Vandal- proof
500
Open Visiting
Fluorescent ,
Vandal-proof
500
Outdoor Visiting
Incandescent , WP,
Vandal-proof
500
Play Room
Fluorescent,
Vandal-proof
500
Playground
Incandescent, WP,
Vandal- proof
500
Reception
Fluorescent,
Vandal-proof
500
Inmate Reception
Fluorescent ,
Vandal-proof
500
Vending Counter
Fluorescent ,
Vandal-proof
500
Visitors ' Washroom
Incandescent, WP,
Vandal-proof
300
Storage
Incandescent,
Vandal-proof
200
Inmate Washroom
Incandescent , WP,
Vandal-proof
300
Project Oo . OJ727U
- - - -- ·-------- Lighting
(Continued)
.6
Conce:pt Gubmissiun
F.J.ectri coJ. Component
Appendix A
Administration
(Continued)
Space
Type
Lux
Janitor
Incandescent,
Vandal-proof
200
Training Supervisor
Fluorescent
100
Lecture Room
Fluorescent
700
Seminar
500
Concealed Viewing
300
Training Storage
Incandescent
200
Staff Washroom
Incandescent , WP
300
Coat Room
Incandescent,
Vandal-proof
200
Staff Learning
Fluorescent
700
Lounge
Incandescent,
Vandal- proof (dimmer)
300
Staff Locker
Fluorescent
200
Vending Counter
Fluorescent,
Vandal- proof
500
Staff Washroom
Incandescent, WP
300
Outdoor Lounge
Incandescent, WP,
Vandal-proof
300
Shower
Incandescent, WP
300
Telephone
Incandescent,
Vandal-proof
200
Staff Locker
Fluorescent
200
Identi fication
Fluorescent,
Vandal-proof
500
Control Post
on Emergency Power
500
Staff Washroom
Incandescent, vJP
300
Firearm Storage
Fluorescent
300
Waiting
Fluorescent,
Vandal-proof
300
Secure Storage
Incandescent,
Vandal-proof
200
--------------- ---Project
~o .
Li~hting
(Continued)
- - - - - - - - -- ---··--- -
Concept Submis sion
Electric::tl Component
Appendix A
087270
.6
Administration
Par;e 59
(Continued)
Space
Type
Lux
Visitor Washroom
Incandescent , WP ,
Vandal-proof
300
Scanning
Fluorescent ,
Vandal-proof
500
Search
Fluorescent,
Vandal -proof
700
Janitor
Incandescent ,
Vandal -proof
200
Sally Port
Fluorescent ,
Vandal- proof
500
Sally Port, Vehicular
SodiUm Halide , WP ,
Vandal- proof
integrated with
perimeter lighting
100
Coat Room
Incandescent
200
Daily Arms Storage
Fluorescent
300
Staff Assembly
Fluorescent
700
Co-Ordinating Office
Fluorescent
700
Personnel Supervisor
Fluorescent
700
Staff Washroom
Incandescent, WP
300
Communication Storage
Fluorescent
200
Reception
Fluoresc ent
700
Waiting
Fluorescent ,
Vandal- proof
300
Typist ' s Office
Fluorescent
700
Staff Washroom
I ncandescent, WP ,
Vandal- proof
300
Stationery Storage
Incandescent
200
Secure Storage
Incandescent
200
Janitor
Incandescent ,
Vandal -proof
200
Rec ords Office
Fluoresc ent
700
Concept flu b1rd
Project No. 087270
s~;io n
P:lr,<:
60
Electr:Lcal Cornpo11ent
Appendix A
Li ghting (Continued)
.6
Space
TYPe
Lux
Administrative Manager
Fluorescent,
Vandal-proof
700
Meeting Room
Incandescent, Vandalproof (dimmer)
500
Staff Co-ordinator
Fluorescent
700
Personnel Direct or
Fluorescent,
Vandal-proof
700
Direc tor
Fluorescent,
Vandal-proof
700
Supporting Director
Fluores cent,
Vandal-proof
700
Staff Administrator
Fluorescent ,
Vandal-proof
700
Fluorescent,
Vandal-proof
700
Fluorescent,
Vandal-proof
700
Fluorescent,
Vandal-proof
700
Fluores cent ,
Vandal-proof
700
Liaison Administrator
Fluorescent,
Vandal-proof
700
Security Operations
Fluorescent,
Vandal-proof
700
Financial Services
Fluorescent ,
Vandal-proof
700
Fl uorescent ,
Vandal-proof
700
Sentencing Administrat or
Fluorescent,
Vandal-proof
700
Communications Storage
Fluorescent
700
--·- - - --- ---- --·--- -- - --·- -Jlroj c c t
- ·-·- -·-
- ---
!'lo . 0[\'( :?"{0
----- -- - - ------·- -----
L i~hting
(Cont inued)
-----·----- -- ------- - Couc c pt Subrnj ssion
Elec tr i cal Component
Appendix A
-- ·----- ·-
.6
.7
-
---· - - - -- - - - -- -
-
- -------------
Adminis t ration (Continued )
Space
TYPe
Lux
Typist ' s Offi c e
Fluorescent ,
Vandal- proof
700
Photo Copy Room
Fluorescent
500
Storage
Incandescent
200
Mail Room
Fluorescent
500
Space
TYPe
Lux
Waiting
Fluorescent ,
Vandal-proof
300
Records Office
Fluorescent,
Vandal- proof
1500
Supervisor
Fluorescent
700
Staff Washroom
Incandescent , 'tlP
300
Fluorescent ,
Vandal - proof
700
Plumbing Maintenance
Fluorescent,
Vandal-proof
700
Met a l /Welding Shop
Fluorescent,
Vandal- proof
700
Masonry Maintenance
Fluorescent ,
Vandal - p roof
700
Paint i ng
Fluorescent,Vandalproof, Explo sion- proof
700
Woodworking
Fluores cent ,
Vandal- proof
700
Supplies St orage
Fluorescent ,
Vandal-proof
200
Tool Storage
Fluorescent
200
Vehicle Service
Fluorescent ,
Vandal-proof
700
Changing Room
Fluorescent
200
Par ts Storage
Incandescent ,
Vandal- proof
200
Janitor
Incandescent
200
Shower
Incandescent , vlP
300
. --- - -
--- -- -·-- -- -- - --- - - - --- Concept Submis s ion
Elec trical Component
Appendix A
- - --- - - -- - - - - ------- -- - - -Li ghting (Continued)
.7
Pace
62
- - -·- - -·- - -- - - - - --
TyPe
Space
Lux
Inmate Washroom
I ncandescent , WP,
Vandal-proof
300
Staff Washroom
Incandescent , WP
300
Loading Dock
Fluorescent, Shatterproof
Sodium Halide, WP
300
100
Shipping/Receiving
Fl uorescent , Shatterproof
500
Supplies Supervisor
Fluorescent
700
Records Offi ce
Fluorescent
700
Short Term Storage
Fluorescent
200
General Storage
Fluorescent
200
Secure Storage
Fluorescent
200
Flammable Storage
Fluorescent, Explosion- 200
proo f
Cold Storage
Incandescent , WP
200
Frozen Storage
I ncandescent, WP
200
Clothing Stor age
Incandescent
200
Janitor
Incandescent
200
Staff Washroom
Incandescent , WP
300
Exterior Storage
Sodium Halide , WP
100
Unloading Dock
Fluor escent, Shatterproof
Sodium Halide , WP
300
100
Records Office
Fluorescent
700
Food Administrat or
Fluoresc ent,
Vandal-proof
700
Food Supervisor
Fluorescent
700
Vegetable Prep .
700
l' r oj<:!t:t fl o . OB72 { 0
Light i ng (Continued )
Concept Su'Lrnls~;.i.c.:m
Electrical Compon ent
Appendix A
.7
Puge 63
Space
TyPe
Lux
Meat Prep.
Fluorescent ,
Vandal - proof
700
General Prep .
Fluorescent,
Vandal- proo f
700
Baking Prep.
Fluores cent,
Vandal- proof
700
Cooking
Fl uorescent ,
Vandal-proof
700
Cart Storage
Fluorescent,
Vandal- proof
200
Dish Washing
Fl uorescent ,
Vandal- proof
700
Pot Washing
Fluore scent,
Vandal- proof
700
Janitor
Inc andescent,
Vandal- proof
200
Staff Changing
Fluorescent
200
I nmate Lounge
Fluorescent ,
Vandal - proo f
300
Pots/Dishes Storage
Incandescent,
Vandal- proof
200
Dry Goods Storage
Vandal-proof
Fluoresc ent,
Vandal - proof
200
Supplies St or age
Incandescent,
Vandal-proof
200
Meat Storage
Incandescent, WP ,
Vandal-proof
200
Cold Storage
Incandescent ,
Vandal- proof
\.JP )
200
Frozen St orage
Incandescent , WP ,
Vandal- proof
200
Da i ry Storage
Incandescent, WP ,
Vandal-proof
200
Bakery Storage
Inca ndescent,
Vandal-proof
200
Beve rage Serving
I nc andescent,
Vandal-proof
I nc a ndescent ,
Vandal- proof
Incandescent ,
Vandal- pr oof
500
Me al Ser ving
Eating Area
500
500
- - --------- - -- i'r r... jh: t tlo. 013'(270
rnncept Subrni!:>cion
l!:lect.ricnl Compou cnt
Appendix A
--------------- ---·-------------------------- - ----- -----------·- ----------Lighting (Continued)
-7
.8
Central Technical Services (Cont inued)
Space
TyPe
Lux
Services Supervisor
Fluorescent,
Vandal-proof
700
Clothing Supervisor
Fluorescent,
Vandal-proof
700
Jan itor
Incandescent,
Vandal-proof
200
Washroom
Incandescent, WP,
Vandal-proof
300
Laundry
Fluorescent,
Vandal-proof
300
Drying
Fluorescent,
Vandal-proof
300
Pressing
Fluore scent,
Vandal-proof
700
Sorting
Fluorescent,
Vandal-proof
700
Laundry Supervisor
Fluorescent,
Vandal - proof
700
Assistant
Fluorescent ,
Vandal-proof
700
Storage
Incandescent,
Vandal-proof
200
Janitor
Incandescent,
Vandal-proof
200
Washroom
Incandescent , WP ,
Vandal-proof
300
Type
Space
Lux
Surveillance Tower
Incandescent ( dinuner)
on Emergency Power
500
Control Post
Incandescent (dinuner)
on Emergency Pm1er
500
Staff Washrooms
Incandescent , WP
300
-
DATE DUE
-.-
--
-
-
-
·-
1-
-
-r-
1--
~
HV
8829
• C2
K3
1978
Kamlcx:ps Mediun Security
Institution Kamloops, B.C .
design conrept sul:rnission.
-
orr
7
-~:l

Electronic text - Sécurité publique Canada

Transcription

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