95-1083Council File # �S_ �± _ �Q g3
Green Sheet# 340'I1
A _ RESOLUTION
.- _�{�jOF SAINT PAUL, MINNESOTA a�
T /
Presented By:
Referred To: " Committee: Date:
WI on April 12, 1995, the City Council approved Final Order 95-387, in the matter of candemning and taking fee title to the
property at 722 Payne Avenue to construct the Eastem District Office of the Saint Paul Police Department, and
WHEREAS, City officiais have negotiated and signed a Auchase Agieement with JESCO Group, Inc. owner of the said property,
establishing a pwchase price of $1,392,210, which price zepxesents the faiz markef value of the pmperty as built ont to the specifications
of the Police Depaf¢nent; and
V�ffiREAS, the Real Estate Division has calculated that the cost of required fumishings for t}le facility will be $50,000;
NOW THEREFORE BE IT RESC�LVED, by the Couneil of the City of Saint Paul, upon reeommendafian of the Mayor and the advice of
the Long Range Capital Improvement Budget Committee, that e C�pital Improvement Bndget, as heretofore adapted and amended bv
the Council, is hereby further emended in lli� followi�g p icul s: '
a
m G �'
w ;� � Current Amended
FINANCING PLAN a� � Butlget Ch�nge Budgef
Relocahon of East Team Pohce Site .3 �,d
C95-4A002 ,� `^ ss
1995 CIB Bonds -� � � 1,2�0,000 1,250,000
StateofMinnesota ti " 250,000 (250,000) 0
1994/1995 CIB Bond interest eami s� m 0 192,210 192,210
� b� o ],500,000 (57,790) ],442,210
SPENDING PLAN m � �
Relocafion of East Team Potice Site ��� '
C45-4D002-0518 cs �i
Mayor's Contingency o� S 1,500,000 (1,500,000) 0
C95-4D002-0891 "� � —, �
Purchase of Fac$ity ��� � q 0 1,392,210 1,392,210
C9S-4D002-0818 �• U
�rnishings m � 0 >0,000 50,000
�; �' � 1,SOO,OOQ (57,790) ],442,210
s�. ..� a
BE TT F[JRTHER RESOLVED, tlxaT the proper City officials aze heteby authorized and direcYed to execute the purchase and
fiunishing of the said property on behalf of ihe Police Depaztment of the City oP 5aint Paul.
reas_ � � Nays � � Absent � � Requested by D�partment of:
Grimm
Gaerin
Hamis
By:
Reftman �/
Thune
� � 0 Ap roval Recommended y dget Director:
Adopted byCOUncil: Date � By: j�^�_ . ~
Atloption Certified 6y Council SecreWry: Form A roved by City Attorney: ,r
/f
BY: By: � �- ii� f �
\ � �
Approved by Mayor. �4� � Appr�ved,' ' y for S miss'on to uncil;,
By: By: C.���
PrepareCbyYneMayofspffice- u0get5ec4on FWSERS\ENGEL1�231RESEASTWK4 09fOfi195
Police
r
0
Police
Pesoa and Phone I3nmbet
L�. JOQ POISki
be oa Cvnnal
Date:
����
�
, ' _�s
8 j28 f 1995 Green Shcet Nnmber. 34p17
1 DF.PARIT�TT DIIiA,Cl'OR 5 QTY COUNC�,
� (T1Y ATPORNL+SC � , (ZIILK
& MGl. SVG DII2.
# OF SIGNATURE PAGES 1 (QdP ALI. LOCAIYONS POR SIGNATURE)
authorize and direct the proper City officials to execute the purchase of the property located at 722
ne Avenue for the Eastern District Office of the Saint Paul Poliee Department. Ref: Resolution for
sideration; 2. Copy of F'mal Order 95-387 authorizing purchase; 3. Copy of Purchase Agreement for
property.
PIANNIIJG COMMIS40N
C[VfI-SERVICE COMI�IISSION
A.� ��, ��soxe� s�vic:e corrrxncrs t�nrsr �swEx� rou.owmi�:
�� 1. Has We pexsoa/Srm ever worked undcr a contract for tbis depadmcnt? YES NO
Has this peson/Srm ever been a Caty employrc?
YSS NO
C@ COMl�II1ZEE Aoes tbis person/Eroi possess a still not noimall9 P°�� b9 �°➢
_ Curreut Gty employee? YPS NO
laia all YES answexs on a Sepatate sheet and a[qcL.
'ORTS WfIICH COUNCQ.OBiEC£SVE2
couricn.w�u�s� 6 nisnucrrinrrrmvc wuivcu. g
ATING PAOBI.EM, IS5UP OPPOltl'UNTSY (Who, Whak When, Whexe, Why?x
April 12, 1495 the Council approved Final Order# 95-387, anthorizin� hase of the facility
ited at 722 Payne Avenue to replace the Eastern District Office of the Saint Paul Police Department,
;.h is inadequate for its purpose �u� �p >g95 �
1FAPPROVED;
;w�i� A
Police Department will have a facility sufficient to the needs of the Eastern District of the Police
IF APPROVID:
�'�;� i:��
Eastern Division of the Palice Department would remain in its current location, which is insufficient
inappropriate for its needs. - _.
sovrrr oa xn�x.sncriox $ 1,44 2, 210 cosr�v�r� sunGSrsn �cmc� o� �s xo
��� 1995 CIB Bonds/ 1994/95 CIB Bond Inter�s�i C95-4D002-08XX-�0000
INPORMATION: (EXPIAIN)
Earnings
` F.��I.S./REA� ESTATE QIVISION
Pcxson an4 Phonc Numbcr.
Dave Nelson
266-8850
�
"�, . � . `, T i . . � i �. (+ £. �✓. . � � ° ' � ` I
x � i
�,il$'1Fk���ti3� <l
1/26f95 Green Sheet Number. 3'f38`s
� UP.PARIM(?Kl' DIRI�.CI�OR 2 CT1Y COUNCIL
csrr arroxrttn c,rrv ct.r_tuc .� —
�. BUDGG'S' D[RSC1'OR i'[N. &. MCT. SVG D[A
'. MAYOR (ORASSISTiINl) 7 UNQI. RPSTi�RCFI
b�onCouocilAgcoaaby:2-22-95 Must be in Council Research Office no later than noon Friday 2/10/9
ll. # OP SIGNANRL PAGPS I (Q.CP AI.L IACt1770NS POR SIGNANRL�
set a hearing date to approve the condemnation and taking of property. To approve condemnation and
ing of property located at 722 Payne Avenue for the purpose of relocating the Poi'sce Department's East
trict Office. Ref: 1. Preliminary Order; 2. Map showing location of said property.
Number 18788.
PIANfiING COM1vIIS5[ON A
C[VQ. SERVICE COMhIISS[ON
c�t cor.u.irt'rt�
W3IIQi COUN(II.OH7H(.TIVE?
:••• �••� L'RSONAL SLRVICE CONl'RACIS MUSS ANSWL'RTHL� S�OI,IAWING:
�� 1. flas Nc personJlrm c�cr woticcd undcr a 000tract for this departmcnt? YE?S NO
flas this person(6rm cvcr becn a Gty cmployee? YI:S NO
. n� ���o/�,ro � a Sev �oc ��ur t� br �+r
Cnx=cnt Gty emp{oycc? YL'S NO
Br�laia all YPS aoswecs on a scparete shcet and anach.
COLJI3CQ. WARD(S7 ( D{SI'RICT PLINI3ING COUNQI, S
fATIIVG PROBLE�f, I.SSUP OPPOR7VNiTY (W6o, What, W6cn, Whcre, WLy?):
� current East District Office of the Police Department, located at fi99 East Seventh Street is inadeq
its purpose. Action has been requested to acquire fhe above mentioned property.
�VAM'AGES IF APPROVF,D:
he Police Department will be better able to serve the East Side Community of Saint Paul.
�.,, _ - , �
.,,:�:: � =
SADVANI'qGPS IPAPPROVIiD:
�' '" rt „rt :
_ i. � c: � �
one ��
IVANI'AGL�S IF NOT APPROVL�D:
Police Department must either continue to operate from inadequate facilities or find an alternative
AMOUNI' OF TI2ANSAC170N:
SOUI2CH-
IIVPORMAT70N: (EXP1AI7v�
$1,250 000 cosrlxL�viirrue nuDCeiT>_D <cixcl.r oNe�
>
ACI7VPfY NUM[3P,R
YLS NO
�
CIB Bonding . . . . . . . . . . . . . . . . . . . . . . . . $1,250,000
..-
CITY OF -
SAINT PAIIL
PRELIMZNAHY OBDSR
������
a � �5 �a5
� �0�3
COUACIL PILE P0. " I
H;��G�t-C,efid�`---- _
FILE NO. 18788
VOTING WA$D 6
In tbe Matter of Condemning and taking fee title in that property located at 722
Payne Avenue for the purpose of constructing the Eastern District Office of the
Saint Paul Police Department, said property is legally described as follows:
Borup and Payne's Addition to St. Paul, Lots 14 through 17, Block 4 and that part
of LoC 18 Block 4 lying Westerly of and parallel 'to the centerline of Northern
Pacific Railway.
The Council of the City of Saint Pau1
' , ' ' ' , hereby resolves:
bac,l�arou �t�..,r�c.0.��cr.l w:\1 b�. av4;1ti1a1e� . � . Rpr�\ \a�'''1
1. T h a t�r a ...�_ « r, _ �, t, .. f , -�,_z�
�°�n-, and that the estimated cost thereof is $1,250,000.
financed by Capital Improvement Sonds.
2. That a public hearing be had on said improvement on the 12th day
" April, 1995, at the hour of 3:30 p.m., in the Council
Chambers of the City Hall and Court House Building in the City
of Saint Paul.
3. That notice o£ said public hearing be given to the persons and
in the manner provided by the Charter, stating the time and place
of hearing, the nature of the improvement and the total cost
thereof as estimated.
COIINCILPERSONS
Yeas � Nays
B�llakey
�/ imm
,/G�fe r i n
�/H ris
�gard
tman
hune
ORIG�NAL
Adopted by Council
Certified Passed by
Date �O 5 \ �
Council Secretary
�Zn Favor By ��
�Against
Mayor
_= � I ` ��r �% J�.n�G•n - � �
r -,'_ ' _ _ ____ '
' ' _ � _ _ _ _ 6 3 Z _ _ _ - _ _ � r - a 'a12
� � I /< �� ' r
t� � � /
� �� �p , ! p 1 ^� �
� p s�_� � W�, q5 - 3��7
�' � J � ��s�_ � �,� c a � � �
�' 1� i 6 � t cJ in c o
� ��, �/� � �� Q n !"' e � � (
. N� �� r �Q /_ v, f �� > � 'v • � � �
� i ' N \, � ��('� O' C� � R1 1 t'
F 7'F
� ` 1 � �O r O� ' a o' � �
, ; , � � � ��
,�� o � � i
� , � � /�j
i � � �`��.��� _ , r � ' / -
i � � 0�
i � � �
� S'!LZ
� � - � �' ri �
.
r � � o �, „ � � r -=� t .,�•«,
-y ,� �
-� o � � � �
� �.' y � C�il V ��r, � � � !n �� . ti_ ��
�/ ` S
w RI \ .,� �' ����
r Q� S � � � "i � ?", - r �•
: V' �� � v � %.". _ : • _��
SII! .' C • :?a, '
� � �N ) � � • '. =r*e.
t� � �`�� � Q `. � :
�! ' ' � :�'t a.
�IV _ � G . . �:a� - �
, '3
� L._—' J sr.i.:, , � _ -`! . : -c.
s
�, `� 0� C .� ,.i sj .. �- a .. � � .� � � : .�` ` > '�
'' K' �- u • '� -- _= �' — =
.: � .sF. � �Y=. � :, " = .i. -x •.;; � ..;a
n
Y� . - -- � �7 , � ` i _� � � �'^ �{y � + ` � ` � �j �s
�� � v a i ° �:- T. . ;a . .+�
�� S ^ n '
0. o to F`�p V . rS - - -''x
�o^o° �_ • �"� r � ti °' si�z, m � >'- 'K . °
-��J� Qi e� N J ¢32� � ^ ' � `�^ Y.1. ��.�' ::�
s?� E SZ v v e Z�L7 � "' � � .
SF/ r"� '-� /.
.. _�,a.....: ... _W..•/
. �---} � N �l�'d �
i °T o o J:J ^ SF/ " �.rr�;'"�r:��Sdr""'_'r_. :;� �
o m d �' � 'i' , n
1,_ ' �\ a � � N c '� I v. e-. b sr i K i
� ` � v - _
\ }� I �' C M; � �r
y N i c� � N f` - r r F� °�` i� �� _�,
( � � � Li � �
�\ I ^
-- `=' M �y � ry <`+ M � � -
v V u � N
v
^ ", � o I
= � M m � � ! M e
o ` -\'_`t _ N � I N '
� - i I `-'
c ,
�. - =� . �
- - nf � c a
_ � � _ - _ n h v v � � --�-�^
I r
s ` �l
q[ `p �— ^ /
� � i• � � N v T b � � � ' '
.�
�: . y �' � /,
� �n � _ _ _ _� - - � c h �1 _�, O n _ �
-�+ � �. 5 V ' ' � fu °
? y __ 3 � `/ �
_� _ _ _ _ _
L� � "� �1_ � = Y� � /1 n r\
< � m � � � ° `'� '
� - — -----'�` � � � � •°o
�7 !�
SAtNT
C'AUL
�
Alt(!A
�
�
Interdepartrnental Memorandum
CITY OF SAINT PAUL
To: Joe Reid
Budget D'uector
From: Dave Nelson
Real Estate Manage
Date:
September 11, 1995
qs - i o��
..: :4;.::.�,,.;s�.;:<:...:;�_.:.,::,:>:>_:.......,:y,<. ..,.<„<>,...::. �,..,: ,::�>._
<.�.:.::�: �...:.::_:;;£�.�:<:,,...:;:•.,:�:;:-,.� ..:...::::.:.:::
Su��tc:.-.::;_:>;<::;,<.:��:.><;��s�f�n <.�eeY�::�ort�:��st��Te�mi': ;.�+ic ��o�z.��::->
J. ...:�.:�;:;.:.:.>..,...._........ ..�....., .:....:........: . � �
�.::..:�.:.���„ , ��._�..�N,�_,.«_. �� ,�._ .�.,.��..�....... ._>
In follow up to all the questions I have received, I have prepared the following
responses:
i.
2.
How is the purchase price of $1,392,210 broken down? Attached is a breakdown
of the land and building (as is), hard construction cost and the various soft costs.
The apgraised market value of the properTy, based on its highest and best use as
commercial properiy, was estimated by Mike Bettendorf, the City's independent
fee appraiser at $245,000, as of June 18, 1994:
Land $218,000
Building $ 27,000
Totai Appraised Market Value $245,000
I contacted Mr. Bettendorf to inquire if he had a sense of any real change since
his 1994 appraisal. Mr. Bettendorf indicated that he did not believe there has
been any significant change in value since 7une 1994.
3. The following is a recent history of the market value of the subject property, as
prepared by the Ramsey County, Department of Property Taxation. T'he values
reflect Industrial zoning of the properly, as when it was part and parcel to the
Hamms Brewery Company, now Stroh Brewery Company. In 1993, Ramsey
County reduced the assessed valuation on the property based on physical
obsolescence of the buiiding and its failure, as income property, to produce an
income stream.
1992 Land $ 54,700
Bldg 242 900
Total $297,6�0
1994 Land $ 97,000
Bldg 1000
Total $ 98,000
1993 Iand $ 84,900
Bldg 000
Tota1 $ 85,900
1995 Land $ 97,000
Bldg 1000
Total $ 98,000
�5—����
• The primary distinction between the City's appraised value of $245,000 and that of
tbe Assessor, is that the City's appraiser determined the highest and best use of
the property as commercial, rather than industrial. Consequently, the market
value of the land as commercial is about twice as much as for industrial land.
In reviewing the appraisal by the City's independent fee real estate appraiser, the
Real Estate Division concurred Mr. Bettendorfs conclusions.
4. Ownership of Jebco Group, Inc. is as follows:
John E.Blomquist ........................................... 60%
A trust agreement for the benefit of Peter J. Biomquist . . . . . . . . . . . . . . . 40%
5. Traditionally, the City purchases a property, then employs an architect to design
the building and, finally, bids the construction. When this project was first being
considered by the C�ty, back in 1992-1993, we decided to provide as many ways as
possible for the marketplace to respond, as long as the City achieved a quality site
and facility for a fair price. The City received proposals based on three
approaches:
a. Lease the space as built out to the Cit}�s specifications;
� b. "As is" sale of the Property, with tbe City to build out the space or
construct a new building; and
c. "Turn key" sale of the property, with the seller to build out the space
to the Cit}�s specifications, the sale to take piace upon completion,
of the construction.
When the East Team Facility Task Force analyzed the proposals, with the
professional assistance of the LIEP Design Section, the "turn key" approach
proved to be the most cost effective proposal for the 722 Payne site.
The costs established by;
a. The LIEP Design Division estimated the C�ty's cost under the "as is"
approach would have been $1,475,467.
b. The Request for Proposal submitted by the Seller in 1993 indicated
that, under the "turn Key" approach, the City's estimated cost would
be $1,183,000.
Additionally, the "turn key" approach, by combining the sale, design and
construction into one contract, provided a more direct time line for completion
and occupancy.
�
� s- ����
• 6. The Seller informed the City that the property was broken into around July 31
and some of the electrical and heating compQnents were removed. My response
to the Seller was: As unfortunate as this incident may be, any uninsured losses or
damage as a result of this incident are the Sellers responsibility, and are clearly
not the City's problem.
A footnote: The purchase price from the Seller, dated July 6, 1995, of $1,392,210,
is the same price as state in the Seller's letter to the City of August 24, 1995.
In the event a break in wouid occur at the properly after the purchase agreement
is signed and construction started, the Seller would have property insurance in
place, and the contractor would carry Builder's Risk Insurance on the project.
u
7. Following are the assessments against the property for years 1489 through 1495:
Assessment Principal Interest Assessment Principal Interest
1988
Maintenance $1124.00
Sewer Charge $ 628.00
Recycling $ 50.63
Manaeement $ 11.50
1989
$ 0.00 Sueet Maintenance $1263.00
$ 0.00 Storm Sewer Charge $ 628.OQ
$ 0.00 Waste Recycling $ 62.56
$ 0.00 aste Management $ 11.40
1990
Maintenance $1290.00
Sewer Charge $ 657.00
Recycling $ 68.46
Sewer $ 204.55
1992
Maintenance $1387.00
Sewer Charge $ 709.00
Management $ 64.56
Sewer $ 44.55
1991
$ 0.00 Street Maintenance $1333.00
$ 0.00 Storm Sewer Charge $ 675.00
$ 0.00 Waste Recycling $ 73.98
S 29.17 Storm Sewer $ 103.31
$
$
$
$
$
$
$
1 11
1 11
1 11
1 II
IIP
1 11
1 11
16.93
1993
$ 0.00 Street Maintenance $1374.00
$ 0.00 Storm Sewer Charge $ 709.00
$ O.QO Waste Management $ 60.28
S 10.69 Storm Sewer $ 44.55
1994
Maintenance $1488.00
Sewer Charge $ 747.00
Management $ 61.02
Sewer $ 44.55
$
$
� �i
� ��
� ��
1995
Maintenance $1512.00
Sewer Charge $ 873.00
Management $ 261.28
Sewer $ 44.55
$
$
$
$
$
$
$
1 11
1 11
1 11
:1
0.00
0.00
O.OQ
2.67
� -- --- - - - __. --
�is-����
�
:
According to Ramsey County Tasation, as of today, September 11, 1995, all
assessments have been paid.
Recap on the Cost of the project as per City Council Resolution 95-1083:
Real Bstate and Buildout of 722 Payne $1,392,210.00
Systems furnishings $ 50.000.00
Total Cost $1,442,210.00
�
�
Should you have any further questions, please contact either myself at 26fi-8860 or Joe
Polsld at 242-3764.
cc:
Council President Thune
CouncIl Member Harris
Council Member Rettman
Council Member Guerin
Chief Finney
Lt. Joe Polski, PD Project Manager
Ron HIine, Budget Off'ice
Council Member Blakey
CouncIl Member Megard
Council Member Grimm
Mark Shields, Mayor's Chief of Staff
Martha Larson, Director of FMS
Peter White, Real Estate
Bruce Engelbrekt, Budget Office CIB
(Eastbref�
0
�j
�
•�
N
.�..
O
�
w
C
R
�
❑
C
w'
�
U
N
w
�
F
y
W
•
�i a
a �
> N U
� � �
a�i d
U
F b �
m
- U
� y O
�s�
- ��
V1 Q N
.:
�
�
�,
Y
�
�
�
�
�
.�
y
q
0
w
O
0
U
N
N
�
a
�
�
a
�
�;
�
0
U
�
0
�
�
.�
�
.-
��
`9
3
'V
.
3
a
�
v
4
O N � �
N [� � �n
� b � � T
�����
0
n
b
'
O
�
M
.
r
(�1 �
� �
�
m
O O O �N
o q N O O�
fi �'s � �D
� � F/3 69
N
N
�
� y
� �
� � �
cn
00 � � U 0 y
O � G a O
.� � � � U
y O '� � O
� '� O G u.
U o„ U o� a
0
� a� $. w �
V O ��� Vf O �
y � V ° � ° V
o � .$ ,�, � '� b
..
� U A U U a V x
0 F O
� x �-
O
O
O
h
�
9
b
.
Pa
�
q
a"
9
0
U
�:
0
�
0
N
'� N V
U '
C
a. U aa
T ^ >.
� � �
O O� O� O O O�n
� � � � � � �
h O O O O O O O O
M o o v o 0 0 0
O(++ (+5 th [� M O M C�
� sgsFi�� vj� vrv�
l� O
� O
h �
�
.-�
� �,
�
0 0
0
� H
�n N
n �
� m
�
U
N
4 �
�
C
m " U
x '� w
K
�U�� 8U E N
� o
p o � >. o ° D � U
� � .5
W m �c d o � � ° � °
Q�-1 W ti! V rn A U A �
�
F
v
�
F
O �
O N
� �
_�
�
O �
O
O
N
V)
p O
O �
�
� �
� U
o �
R �
c0 a
U v
O
O
O
N
�
0
N
N
�
m
�
c
G
a
w
O
F
�CS-����
❑
1.
2.
3.
4.
•
5.
�
7
:
CtTY OF SAINT PAUL
PURCHASE AGREEMENT
Date: September 15. 1995
L.ocation of the Real Estate: 722 Pavne Avenue
Saint Paul. Minnesota SS1Q1-4127
Legal Description of the sale property:
All of Lots 1D through 17, Block 4, Borup and Payne Addition to Saint Paul,
together with those parts of Lots 18 and 19 in said Block 4 lying westerly of
a line 50 feet westerly of and pazallel to the center line of the Northem
Pacific Railway Right-of-Way.
Parties to the agreement:
�
�
Name and address of Buyer: Citv of Saint Pau] - PD in c/o Lt Joe Polski
100 East Eleventh Street
Saint Paul. Minnesota 55101
Name and address of Seller: JEBCO Group. Inc.
360 Robert Street
Saint Paul. Minnesota 55101-1503
Purchase price accepted by Seller, $1.392.210.00, is contingent upon the successful
completion of the buildout of the property (as described in Paragraph 7 of this agreement).
The terms and conditions of this Purchase Agreement are subject to approval by the Council
of the City of Saint Paul.
Buildout of the Buiiding and Site.
a. The buildout shall wnform to tY�e plans and specifications as prepared by Shea
Architects, Inc. and dated September 13, 1495.
b. Further, changes requested by either the Seller or the Buyer after formal approval
of the design development documents, must be made in writing and signed by both
parties and must be in compliance with Paragraph 12 of this agreement.
Shea Architects, Inc. shall be the provider of professionai design services. The Buyer shall
approve, in writing, any change of professional design services provider.
`�S-1o�3
Purchase Agreement
722 Payne Avenue
• Page 2
9. Tbe Seller shall provide to the Buyer a Schedule of Values for the project, prior to tbe
commencement of Work on the site.
Progress payments shall be payable on a monthly basis, or according to a mutually agreed
upon timetable. Seller sball submit an Application for Payment in accordance with the
Schedule of Values and based upon tbe cost of Work completed and materials stored on
the site or at other locations approved by the Buyer.
Within twenty (20} days after receipt of each monthly Application for Payment, the Buyer,
acting in the capacity of construction Lender, shall make progress paymenis to tbe Seller in
the appropriate amount for with Application(s) for Payment sball have been submitted less
5%, which percenta;e shall be retained as a contingency reserve untii completion of the
buildout and transfer of the properiy. Completion of the Work shall be sub}ect to
verification by tbe Seller's Architect; and the scope, materials and workmanship shall be
subject to review and approval by the Buyer, acting in its capacity as construction Lender.
If the Buyer fails to pay the Seller at the time payment of any amount becomes due, the
5eller may, at any time tbereafrer, upon serving written notice that the Work will be stopped
within five (5) days a£ter receipt of the notice by the Buyer, and after such five (S) day
period, stop tl�e Work until payment of the amount owing has been received. Buyer shall
pay interest on payments due but unpaid, as provided by law.
• At the time of closing, any unpaid balance, 3ncluding the percentage retained as a
contingency less the cost of any disputed work, shall be due and payable.
10. Buyer shall have the option to require the General Contractor to obtain a performance
Bond for the project, in which case tbe purchase price shall be 9ncreased by the amount of
such bond premium plus an appropriate 15% administration fee.
11. The Seller shall observe the dictates of the Davis-Bacon Act and Caty Ordinances,
specifically Administrative Code 82.07 requiring in all contracts over $10,000 that contractors
must pay employees the prevailing wage.
12, Change Orders for the buildout shall be permitted only according to the following
procedures:
a. The Buyer sball be given copies of all Change Orders initiated by the Seller; and it
shall be the Buyer's responsibility to advise tbe Seller within &ve (5) days,
commencing on tbe date the Buyez receives notice of the Change Order, when tbe
terms of such Cbange Orders materially modify the scope and intent of the Work.
b. In those circumstances, if any, in which the Buyer has notified the Seller within the
allotted five (S) days that the Buyer believes a Change Order has materially modified
the scope and intent of the Wark, the Seiler must demonstrate that any changed
. specifications will be equal to or improve upon the specifications contained in the
Contract Documents.
�s-�d�3
Purchase Agreement
722 Payne Avenue
• Page 3
c. Any additional costs resulting from Seller initiated change orders will be borne by
the Seller unless the Buyer has agreed, in advance and in writing, to assume such
additional costs.
d. Any additional costs resulting from Buyer initiated change orders shall be borne by
the Buyer unless the Seller has agreed, in advance and in writing to assume such
additional costs. The Contractor shall submit an itemized list of the costs of such
Change Orders to the Seller, who shall add JEBCO Group, Inc.'s administrative fee,
not to exceed fifteen percent (15%), to cover AiE and management costs of tbe
Change Order.
e. Any savings resulting from Cbange Orders, whether initiated by tbe Seller or the
Buyer, shall be deducted from tbe purchase price.
13. Seller shall provide the Buyer, within thirty (30) days of signing this Purchase Agreement,
an updated Abstract of Title and/or an Owner's Certif'icate of Titie. Seller agrees, at
Sellers's cost and eapense, to correct or remove any exception or "clouds" on the title as
shown on tbe Buyer's "Commitment to Tnsure" title examination report.
14. If, within fifty-five (55) days of the signing by both parties of this purchase agreement, an
unforeseeable circumstance develops that would make the Seller responsible for substantial
unanticipated costs to complete the terms and conditions of this agreement, the Seller shall
� have tbe right to terminate this agreement. Upon such termination, any earnest money or
other payments already submitted shall be refunded to the Buyer.
15. All notices required herein shall be in writing and shall be delivered personally or mailed
to the address as shown in Paragraph 4, above, and, if mailed, shall be effective as of the
date of mailing.
16. Closing shall occur upon substantial completion of the buiidout to the scope and
specifications outlined in design development documents, at which time the title to the
premises shall be conveyed to the Buyer and the finai disbursement of funds shall be made.
'The Closing date shall be March 19. 1996, which date may be postponed and rescheduled
by mutual agreement of the parties hereto. Seller shall pay ail closing costs.
Substantial completion of the Work, or a designated portion thereof, shall mean the date
on which construction has been sufficientiy completed, in accordance with design
development documents, as to accommodate occupanry or use for its intended purpose of
the Project or a designated portion thereof. The date of substantial completion of the Work
sball be confirmed by a Certificate of Substantial Completion signed by the Buyer and
Seller, and by the issuance of a Certi�cate of Occugancy as required by law.
If causes beyond the Seller's control delay the progress of the Work, the date of Substantial
Completion shall be modified by Change Ordez as appropriate. Such causes may include
but not be limited to: changes ordered in the Work, acts or omissions of the Buyer,
prevention by the Buyer of performance of the Wark by the Seller pending any resolution
• of dispute, discovery of hazardous materials, differing site conditions, adverse weather
conditions not reasonably anticipated, fire, unusual transportation delays, labor disputes or
unavoidable accidents or circumstances.
G15 - la��
Purchase A.greement
722 Payne Avenue
• Page 4
17. At the closing, the Seller shall convey marketable fee utle to the Buyer by Warranty Deed.
18. Seller shall pay all taYes payable in 1995, as well as any delinquent ta�ces not yet paid. Seller
shall pay all assessments levied and pending against said property as of the ciate of closing.
Seller shall provide buyer with proof of payment of ta�ces and assessments. Any assessments,
tases, and liens not paid as of the date of ciosing, shall be withheld from the purchase price.
Buyer shall pay all taYes payable in 199fi and thereafter.
19. At the closing, the Seller shall provide mechanics' lien waivers for all contractors, general
contractors, sub-contractors and suppliers.
2Q. Seller shall provide an affidavit on the date of closing, indicating that the Seller has not used
or permitted the use of the subject property as a hazardous waste disposal facility as defined
in section ii5A.03 Subd. 10 of Chapter 121 of the Laws of Minnesota of 1983; and that,
other than as shown in the Phase I, II and III studies performed on the property by Peer
Environmental, Inc., there is no basis to conclude that this property has been subject to or
contaminated by the release of any bazardous substance, hazardous waste, pollutants of
contaminants as defined in Section 115B.02 of the Minnesota Statutes.
21. All warranties and representations made in this Purchase Agreement shall survive the
closing and tt�e conveyance of title to the property. This Purchase Agreement and all
obligations provided shall, to the extent not fully satisfied and perfortned by or through the
• closing, survive the closing and the conveyance of title to the property. The Seller shall
warrantee the materials and worl�anship specified in design development documents for
a period af one year following the closing date.
22. This contract sha11 be governed by the laws of the State of Minnesota.
23. Representation
a. The representative of the Buyer is . The representative
of the Buyer shall be fully acquainted with the Work and shall serve as the point of
contact for the Buyer.
b. T'he representative of the Seller is . The representative
of the Seller shall be fully acquainted with the Work and shall serve as the point of
contact for the Seller.
24. Dispute Resolution
a. Initial Dispute Resolution. If a dispute arises out of the interpretation of any article
of this Agreement or its breach, or the interpretation of the Construction Agreement
or its breach, the parties shall endeavor to settle the dispute first through direct
discussions. If the dispute cannot be settled through direct discussions, the parties
shall endeavor to settle the dispute by mediation under the Construction Industry
Mediation Rules of tlae American Arbitration Association before recourse to
arbitration. The location of the mediation shall be the location of the Project. The
. parties agree to conclude such mediation within sucty (60) days of the filing by one
party with the other contracting party and the American Arbivation Association of
a request for mediation.
Purchase Agreement
722 Payne Avenue
• Page 5
�S-Io�3
b. Agreement to Arbitrate. Any controversy or claim arising out of the interpretation
of any article of this Agreement or its breach, or the interpretaflon of the
Construction Agreement or its breach that cannot be resoived by mediation, except
for claims that have been waived by the making or acceptance of final payment, shall
be decided by arbitration in accordance the Construction Industry Arbitration Rules
of the American Arbitration Association then in effect unless the parties mutually
agree otherwise.
c. Notice of Demand. A written demand for arbitration sball be filed with tbe
American Association and the other party to this Agreement within a reasonable
time after the dispute or claim has arisen, but in no event after tbe applicable statute
of limitations for a legal or equitable proceeding would have run.
d. Award. The arbitration award shall be final. Judgement upon the award may be
confirmed in any court having jurisdiction.
e. Work Continuance and Payment. Unless otherwise agreed in writing, tbe Seller shall
continue the Work and maintain the approved schedules during any arbitration
proceedings. If the Seller continues to perform, the Seller shall continue to make
payments in accordance with this Agreement.
• f. Multiparty Proceeding. The parties agree that all parties necessary to resolve a claun
shall be parties to the same arbitration proceeding. Appropriate provisions shall be
included in all contracts relating to the Work to provide for the consolidation of
arbitrations.
g. Cost of Dispute Resolution. The prevailing party in any dispute arising out of the
interpretation of arry article of this Agreement or its breach, or the interpretation of
the Construction Agreement or its breach that is resolved by arbitration or litigation
shall be entitled to recover from the other pariy reasonable attorney's fees, costs and
expenses incurred by the prevailing party in connection with such arbitration or
litigation.
�
�IS-Io�-�
Purchase Agreement
722 Payne Avenue
. Page 6
SELLER:
:
u
BUYER:
B
Police Department
By:
� Real Estate Division
(eastprc7)
Date:
Date:
Date:
� �i� �r, a,�a aia � ,5 ' � �' �3
�
�
�
�
�
�
�
�
�
�
�
N
�'�
�
�
y
,
EAST SiDE POLfCE
TEAM FACILfTY
ST. PAUL, MN
OUTLtNE SPECIFICATION
DESIGN DEVELOPMENT
DOCUMENTS
ISSUED:
SEPTEMBER 13, 1995
SHEA ARCHITECTS, 1NC.
COMMISSION #3815.00
�
1
�
�
,
� PROJECT:
lOCA710N:
' OWNER (SELLER):
�
� BUYE2•
�
PROJEC7 MANA6ER:
�'
ARCH/TECT.•
�
�
STRUCTUR.4L ENGINEfR:
�
�
East Side Police Team Facility
722 Payne Avenue
St. Paul, MN
JEBCO GROUP, INC.
360 North Robert Street, #700
St. Paul, MN 55101
612-222-3081
612-2223085 (fau)
CITY OF ST. PAUL
PD in c/o Lt. Joe Polski
100 East Eleventh Street
St. Paul, MN 55101
CBA LTD
1221 Nicollet Mall #216
Minneapolis, MN 55403
612-342-9300
612-342-9301 (faX}
SHEA ARCHITECTS, INC.
100 North 6th Street, #650C
Minneapolis, MN 55403
612-339-2257
612-349-2930
CLARK ENGINEERING CORPORATION
2815 Wayzata Boulevard South
Minneapotis, MN 55405
612-374-4740
612-374-4749
�5- Ic��3
� MECHAN/CAL/ELECTR/CAL STEEN ENGINEERING & CONSTRUCTION SERV. INC.
ENG/NEfRS: 4215 Winnetka Avenue North, Suite 257
New Hope, MN 55428
612-546-8553
� 6'12-546-7523
�
�
�
,�
�'
DOCUMENTS
��
�
��
�
�
�
�J
�
�
�
�
��
DIVISION 1
Scope and intent of Documents
DIVISION 2 - SITEWORK
02050
02513
02831
DIVIS{ON 4 - MASONRY
04200
D1VfS10N 5 - METALS
0512�
05310
DIVISION 6- WOOD AiJD PLASTfCS
06100
06115
06400
TABLE OF CONTENTS
Allowances
Options
�5-���3
East Side Police Team Facility
Demolition
Asphaitic Concrete Paving
Chain �ink Fenci�g/Gates
Unit Masonry
Structrual
Steel Roof Deck
Rough Carpentry
Wood Deck
Architectural Casework
DIVISION 7- THERMAL AND MOISTURE PROTECTION
07210 Building Insulation
07510 Buiit-up Asphalt Roofing System
07600 Flashing and Sheet Metal
07900 Sealants
DiVISION 8- DOOR AND WfNDOWS
08110
08210
08300
08650
087�0
08800
DIVISION 9 - FtNISHES
� 09250
09310
09330
� 09510
09650
09680
09900
�
Metal Doors and Frames
Fiush Wood Doors
Special Doors
Speciaf Windows
Finish Hardware
Glazing
Gypsum Wallboard
Ceramic Tile
Quarry Tile
Acoustical Ceiiings
Resilient Flooring
Carpet
Painting
�
�
�
�
,�
�
�
�
�
�
�
�
�
�
�
�
�
�
�
DIVISION 10 - SPECIALTIES
10100
10160
10200
10400
�0500
10520
10670
10860
DIVISION 11 - EQUIPMENT
11131
DIVISlON 12 - Furnishincts
12500
TABLE OF CONTENTS
East Side Police Team Facility
��-io83
Marker Boards and Tackboards
Toiiet Partitions
Louvers
Identifying Devices
Lockers
Fire EMinguisher
Storage Shelving
Toilet and Bath Accessories
Projection Screen
Window Treatment
Table of Contents
i
�
�
�
�
u
�
�
�
�
�
�
�
,�
�
�
�
�5- io�
East Side Poiice Team Facifity
DIVISION 1
SCOPE AND fNTENT OF DOCUMENTS
SCOPE AND INTENT - The Owner (Seifer) intends to perform afi of the Work required or
reasonabiy inferred by the Design Development Documents, which have been prepared in
connection with a certain building located at 722 Payne Avenue, St. Paul, MN. Such Work is also
reierced to as "Buildout of the Building and Site" and an enumeration of the Design Development
Documents is described as follows:
Outline Specification, Design Development Documents, prepared by Shea Architects, Inc.
(Architect) and dated September 13, 1995.
P{ans (Drawings�, prepared by Shea Architects, Inc. dated September 13, 1995, described
as foilows:
1. DD1 - Site Plan
2. DD2 - Construction Plan
3. DD3 - Elevations
4. DD4 - Scheduies
5. M2 - HVAC/Plumbing
6. E2 - Lighting
7. E3 - Power & Systems
Subject to the execution of the Buyer/Seller Purchase Agreement (Purchase Agreement) and its
approval by the Councii of the City of St. Paul, on or about September 20, 1995, ihe Selfer shail
cause the Architect to prepare Construction Documents that are suitable for construction purposes.
Subject to Revisions and/or Modifications, as may be required to satisfy codes, laws or regulation
of governing agencies, such Construction Documents shall be prepared in conformance with the
Design Development Documents.
ALLOWANCES -The Purchase Price includes the following Allowance Amounts which are intended
to cover certain items for which the Scope of Work and Pricing has not been determined. At such
time that Fina1 Requirements have been determined and approved by the Buyer, the Owner (Seiler)
shall cause necessary Plans and Specifications for the Allowance Work items to be completed by
the Architect and priced by the Owner (Seller)'s General Contractor.
Subject to the provisions of the Purchase Agreement, in the event that the total of the amounts set
forth hereinbelow exceeds the total cost for performing Allowance Work, the Purchase Price shall
be decreased in the amount of such excess. In the event that the total of the amounts set forth
hereinbelow is less than the tota� cost for performing Allowance Work, the Purchase price shall be
increased by the difference between the total cost of performing Allowance Work and the total of
the amounts set forth hereinbefow:
Division 1
Scope and intent of Documents
�
L
��
t
11
�
'
,
C�
Ll
'
1
�
�
'
'
�
1
J
�
�5 �c�?g3
East Side Police Team Faciiity
DIV1SlON 1 - continued
Allowances are as follows:
• A1 - Door Release and N Monitoring Systems $500.00
• A2 - Public Address and Intercom Systems 2,000.00
• A3 - Building Egress a�d Intesior Circulafion Modifications 500.00
made necessary by Code Requirements
• A4 - Data and Telephone Lines/Equipment 9,200.00
(exciuding associated conduit)
OPTIONS -The Owner (Seller), subject to availabiiity, price and performance criteria, has the sole
option of selecting the Roof Deck type, whether it be steel, solid wood deck or laminate wood deck.
The Owner (Seller)'s Roof Deck selection shall not cause an increase or decrease to the Purchase
Price.
The scope of work exciudes asbestos abatement and demolition within the basement area.
0
END OF DIVISION 1
Division i
Scope and Intent of Documents
'
�
�
�
�
� PART 1 GENERAL
� 1.01
� 1.�2
� 1.03
�
�
�
�
,�
�
�
�
SECTION 02050 - DEMOLITION
� �5 - i0�3
East Side Poiice Team Facifity
All existing interior walls, ceili�gs, finishes, fixtures, equipment, windows, doors, etc., to be
removed, including existing perimeter wall insulation and finish. All existing surfaces inciuding
basement to be cleaned/prepared as required to receive new finishes/construction.
All as6estos/hazardous materials to be removed by qualified contractor, in compliance with current
codes.
Existing roof structure to remain exposed after construction shall be cleaned.
�' END OF SECTION
�
�
0205D
Demolftion
�
�
�
�
�5-�0�3
East Side Poiice Team Facility
SECTION 02513 - ASPHALTIC CONCRETE PAVING
� PART 1 GENERAL
� 1.01 MNDOT 2341 wearing coat over existing paving. Prepare existing paving as required.
1.02 Striping to be two coats of chlorinated rubher-alkyd type traffic lane marking paint in 4" wide
� stripes.
�
�
�
�
�
�
�
D
� END OF SECTION
D2513
Asphaltic Concrete Paving
i
i
�
�
�
�
�
�
�
�
�
�
�
�
�
�
Y
��-���
East S+de Police Team Facility
SECSION 02831 - CHA1N LINK FENCINGIGATES
PART 1 GENERAL
1.01 Chain link fencinglgates to be galvanized systems in the locationstheights indicated on the
drawings, and in fuli compliance with Chain Link Manufacturers Institute product manuai and
applica6le ASTM standattis
1.02 All gates are manually operated.
END OF SECTION
- 02831
Chain Link Fencing/Gates
�
�
�
�
�
�
�
��
�
�
�°
�
�
1�
�5- �og�
East Side Police Team Faciiity
SECTION 04200 - UNIT MASONRY
PART 1 GENERAt
1.61 CONDfTIONS OF THE CONTRACT
A. The Conditions of the Contract {General, Supplementary, and Other Conditions) and the
General Requirements (Sections of Division 1), apply to the work of this section.
1.02 MATERIALS
A. Mortar, ASTM C270, Type S
B. Concrete block, ASTM C90, Grade N, Type 1.
C. Wail reinforcing, Truss Type, wire conforms to AS7M A80.
D. Brick, SW of a type determined by Architect and approved by Owner. I All masonry laid
running bond.
�.03 TUCKPOINTING
All existing 6rick to be tuckpointed as required to repair ai{ looselcracked joints.
PART 2 PRODUCTS
N!A
PART 3 EXECUTION
N/A
END OF SECTIQN
04200
Unit Maso�ry
i
1
�
�'
�
�
�
�
�
�
�
�
�
�
�
{
��- ���
East Side Police Team Facility
SECTION 05120 - STRUGTURAL STEEL
PART 1 GENERAL
1.0� Provide steel beams, channels or angles for the support of roof top mecha�ical units
and around duct penetrators through the roof decking.
A. S1eel to be ASTM A36.
B. Steel to be shop painted with 2 to 3.5 mill coating of fabricators standards shop
paint. See Roof Finish Schedule for fieid painting requvements.
END OF SECTION
0�120
Structural Steel
�
!
�
�
�
�
�
�
�
�
�
�
�
�
�
�.�r"�{��
East Side Pofice Team Facilfty
SECTION 05310 - STEEL ROOF DECK
PART 1 GENERAL
1.01 Provide steel roof deck: 1-1(2 inch - 20 gauge-type "B°, meeting the requirements of
the Steel deck lnstitute.
A. Deck to be attached to all supports with 5/8" round puddle weid in a 36/4
pattem. Side laps to be secured with one (1) intermediate #10 Tekscrew.
B. Qeck to receive orte coat of manufacturer's standard baked on rusi-inhibitive
prime finish paint. See Room Finish Schedule for field painting requirements.
C. The Owner, subject to availability, price and performance criieria, has the soie
option in seiecling the roof deck type, whethet ii be as noted above or under
Section 06115 Wood Deck.
END OF SECTION
05310
Steei Roof Deck
i
1
�
�
�
�
�
��-�0�3
East Side Police Team FaciliTy
SEC710N 66115 - WOOD DECK
PART 1 GENERAL
1.Oi Provide wood decking spanning ihe 6'-8" purlin spacing, of a type listed below: All
deck sha11 meet the requirements of "National Design Standard for Wood Construction",
i991 Edition.
�
Solid Deck: Generally maiching the existing roof deck, similar species, strength
and size.
Laminated Deck.
� 1.02 Deck grade shafl be "Industriai". Design loading shall be 40 psf - live load and 15 psf -
dead Ioad, with a detlection criteria of U240. Deck shall span a minimum of two spans
and can be spliced at the purlins or placed in a random pattern.
l�
�
�
�'
�
�
�
1.03
1.04
�
Deck shaN be attached to the existing wood blocking at the puriins utilizing deck
manufacturer's standard connectors.
See Room Finish Schedule for fiefd painting requirements.
1.05 The Owner, subject to availability, price and performance criteria has the soie option in
se{ecting the roof deck type, whether it be wood or steel; as noted under Section
�531 Q.
END OF SEC710N
06115
Wood Deck
'
�
�
�
� PART 1 GENERAL
SECTION 06100 - ROUGH CARPENTRY
��- ��pi3
East Side Police Team Facifity
� 1.�1 MATERIALS
A. Biocking in wails to be fire retardant treated.
8. Biocking and curbs on roof to be Pressure Treated, with water-borne preservative.
�
�
�
�
�
�
�J
�
�
END OF SECTION
06100
Rough Carpentry
�
�
�
�
1
�
�
�
�
�
�
�
�
�
f
�
�
f
�
�5- [��3
East Side Police Team Facility
SECTION 06400 - ARCHITECTURAL CASEWORK
PART 1 GENERAL
1.01 All casework shall be pfastic laminate covered, in accordance with °Quaiity Standards of the
Architectural Woodwork Institute" (AWIj, for custom grade casework.
END OF SECTION
' 06490
Architectural Casework
'
�
�
�
�
�
�
�
�
�
�
�
�
�
�
F
4
g��f�63
East Side Poiice Team Faciiity
SECTlOtJ U7210 - BUILDING INSULATlON
PART 1 GENERAL
1.01 MATERIALS
A. Extarior thermal wall insulation to be 2" extruded polystyrene board insulation to roof deck
at ali exterior walis of office portion of building.
B. Sound insufaiion to be US Gypsum Thermofiber unfaced sound attenuation blanket or
equal, provided in all new metal stud walis.
C. Roof insulation to be in compliance with UBC/Minnesota Code.
END OF SECTIOSJ
07210
Bui{ding Insu{ation
�
i
�
Q�- ���.3
East Side Pofice Team Faciliiy
� SECTION 07510 - BUILT-UP ASPHALT ROOFING SYSTEM
� PART 1 GENERAL
, 1.01 4-Ply Owens Corning buiit-up roof system.
�
�
�_J
�
�
�
�
u
�
END OF SECTION
9�510
Built-up Asphalt Roofing System
�
Ij
�
�
� PAflT 1 GENERAL
q5 - �0�3
East Side Police Team Facility
SECTfON 07600 - FLASHING AND SHEET METAL
� 1.Oi Metal roof edges, counterfiashing etc., to be 24 gauge, gaivanized steel material with
fluoro-polymer type factory applied finish.
�
�
�
�
�
�
�
�
END OF SECTION
07600
Flashing and Sheet Metal
!
�
�
�
SECTION 07720 - ROOF HATCH
g5��o8�
East Side Police Team Facility
� PART 1 GENERAL
' 1.01 ROOF 4iATCH
A. Provide roof hatch and access as required by code to allow access to roof top equipment.
�
�
�
�
�
L�
!
�
END OF SECTION
07720
Roof Hatch
�
�
'
�
SECTION 07900 - SEALANTS
�F ' �o�
East Side Police Team Facifity
I PART 1 GENERAL
� 1.�1 MATERIALS
A. Sealant conforms to Federai Spec. 'rf-S-�02306, Type li, Ciass A.
B. Sonolastic NP1 or sikaflex la, or Pecora Dynatrol 1.
� C. Sonofoam, ethaform, or polycel backer rod.
D. Sealant colors to match adjacent materials or as approved othenvise by Architect.
�
�
�
�
�
'
�
�
END OF SECTION
07900
Sealants
Ll
,
i
[�
�� � ����
East Side Pofice Team Facility
SECTtON 08110 - METAL DOORS AND FRAMES
� PART 1 GENERAL
� AII existing exterior pedestrian doors(frames to 6e removed and replaced.
1.01 MATERIALS
� A. Doors with steel faces and steel vertical spacers weided to both faces. Doors fiAed with
insuiation. Exterior doors wiih 16 gauge faces. interior doors with 18 gauge faces.
B. Frames unit type with welded corners. Exterior frames 14 gauge. Interior frames 16
gauge.
� C. Doors and Srames factory prime painted.
�
C�
�
i
f
�
END OF SECTION
- 08110
Metal Doors and Frames
LJ
�
�
�
� PART 1 GENERAL
��_���
East Side Po{ice Team Facility
SECTION 08210 - FLUSH WOOD DOORS
' 1.01 N.W.M.A. Industry Standard I.S. 1-78, Type I bond, Premium Grade, Red Oak Veneers, plain
sficed, book matched, solid core.
�
�
�_ 1
�
�
�
�
�
END OF SECTION
082�0
Elush Wood �oors
�
i
��
�
� PART 1 GENERAL
SECTION 083�0 - SPECIAL D�ORS
�� - �083
East Side Police Team Facility
1 1.01 MATERIALS
A. Sliding cfoset doors of N.W.M.A. I.S. 1-78, Type I bond, Premium Grade, Red Oak
Ve�eers, plain sliced, book matched.
� B. New Sectionai Overhead door at Payne Avenue entry to be galvanized, corrosion-resistant
embossed sheet steel, .016" thickness, with coMinuous foamed-in-pface polyurethane
insulation.
� C. Existing vehicie doors to remain at Room 139, to be cleaned, repainted and checked for
smooth operation.
�
�
,
�
�
�
f
END OF SECTION
- 08300
Speclal Doors
,
1
i
�
i
�
�
�
�
�
�
�
�
'
,
'
�
�
'
SECTfON 08650- SPECIAL WItJDOWS
PART 1 GENERAL
1.01 MATERIAI.S
Thermal Break Aluminum Frames with insufated g{ass.
END OF SECTION
g�— c��
East Side Police Team Facility
08650
Special Windows
�
�
�
'
r
,
�
'
�
�
�
�
�
�
�
I
I
�� - i�3
East Side Police Team Facility
SECTION 08700 - FINISH HAROWARE
PART 1 GENERAL
1.01 MATERIALS
Painted steel, BB butt hinges for entrance doors; prime painted steel elsewhere. Mortise type lever
handled lock set wfth cyfinders to match master keying. Duil chrome finish on locks and
miscellaneous.
1.D2 Cyiinders to be Capitalize Best System to match existing St. Paul Policy system.
END �F SECTION
OS700
Fi�ish Hardware
,
1
�
�
�
�
�
e
�
�
�
a
'
�
�
w
�
i
�5- �0�3
East Side Police Team Faality
SECTION 08800 - GLAZING
PART 1 GENERAL
1.01 MATERIAI.S
Exterior windows, 1" insufating glass, bronze reffective with Low E coating. Clear glass at all
interior applications.
END OF SECTION
08800
Glazing
�
0
,
LJ
I PART 1 GENERAL
�5 � !0�3
East Side Police Team Facility
SECTfON 09200 - GYPSUM WALLBOARD
, i.01 MATERIALS
A. Waliboard shall conform to ASTM C36, thickness as shown or 5{8" if not shown.
B. Steei studs, drywall type, 25 gauge. Wallboard all screw attached.
, C. Joints taped and filled; screw heads filled and sanded, except a6ove finish ceilings, where
waliboard is to be taped, but not sanded.
D. The Contractor shall patch as required ail pfaster or gypsum board surfaces disturbed by
demolition with the appropriate matching material.
� E. AII new construction shall consist of 5!8" F.R. gypsum 6oard on metai studs or Furri�g
strips as required and finished to match adjacent existing surtaces.
F. All new or existing plaster and gypsum board shall be prepared to receive a new paint
� finish.
i
[�
1
1
1
1
1
END OF SECTION
09250
,
1
,
'
�
'
i
e
�
�
�
t
'
`
�
i
I
`
q5-�0�
East Side Police Team Facility
SECTiON 09310 - CERAMIC TItE
PART 1 GENERAL
1.01 MATERIALS
A. All tile siandard grade, per TCA 137.1-1976.
B. Floors, 1" X 1" mosaics. Wails 4-1/4" x 4-1/4" glazed. Base, cove mosaics, 4" high.
C. Shower floors and drying areas, non-slip type tile. Set floor tile per Tile Council Method
F113 and ANS! Specification A108.5. Set wal! t+fe per Method W212 and ANSI
Specification A108.5.
END OF SECTION
09310
Ceramic Tile
'
,
�
�,'''
SECTION 09330 - QUARRY TILE
� 5 " � �c�
East Side Police Team Facility
, PART 1 GENERAL
1.01 MATERIALS
, A. Quarry tile and base shall be America� Olean. Quarry tile shall be thin set in an epoxy
mortar bed both ver�icaffy and horizontalfy, and grouted with "4iydroment .loint Fil4es" of a
color as selected by the Architect.
,
�
CJ
C'�,
1
1
�
�
1
END OF SECTION
09330
Quarry Tile
'
1
,
'
�5 - �0�3
East Side Police Team Facility
SECTION 09510 - ACOUSTICAL CEILINGS
, PART 1 GENERAL
, 1.01 Exposed grid with 2'x4' lay-in panels, fissured pattern, 5/8" thick unless othenvise shown. Panels
white. Grid white, painted.
'
�
IJ
,�
�
�
�
,
�J
lJ
' END OF SECTIOtd
09510
' Acousticai Ceilings
�
�
�
,
�5 -10�3
East Side Police Team Facility
SECTION 09650 - RESILIENT FLOORING
� PART 1 GENERAL
' 1.01 Vinyi composition tile, 12"x12" and 1/8" thick, standard commercial cofors and patterns as selected.
Install with mastic adhesive to concrete floor slabs. Vinyl base, 4" high, top-set, cove type, color
as selected.
�
,
�
l_J
'
�
�
�
'
�
END OF SECTION
09650
Resilient Flooring
,
i
'
,
'
'
,
e
�
�
�
0
,-
i
1
1
i
�
I
q5 - �0�.3
East Side Police Team Facility
SECTlON a9680 - CARPET
PART 1 GENERAL
1.01 Nyion tufted-type carpet, 28 ounce per square yard face yam, static controf. Direct giue-down
without pad.
END OF SECTION
09680
Carpet
,
i
�
�
�
�
�
�
i�
�
i
1
1
1
1
I
I
i
�
� � � �a�
East Side Police Team Facility
5ECTION 09900 - PAINTING
PART 1 GENERAL
1.01 fNTERlOR
Per Room Finish Scheduie and as specified. Biock fiiier and two coats semi-gioss paint on
concrete block walis. Two coats satin paint on gypsum wallboard walls. Two coats fiat paint on
ceilings except prime and two coats of 2-part epoxy paint where scheduled. Stain and two coats
varnish on interior wood doors and raiis.
1.02 EXTERIOR
Exterior doors, touch up shop coat and two coais alkyd-type gloss enamel.
END OF SECTION
" 09900
Painting
�
� a5-���
East Side Police Team Facility
�
� SECTION 10100 - MARKER BOARDS AND TACKBOARDS
� PART 1 GENERAL
� 1.01 4'-0" high white marker boards with anodized aluminum frames and chalk trays.
�
�
�
�
�
�
�
�
�,
�
I END OF SECTION
10100
Marker Boards and Tackboards
!
�
I
�
I
�
,
�
�
�
�
�
�
�
�
�
�
�
�
'
�
�
SECT{ON 10160 - TOILET PARTfT1dNS
PART 1 GENERAL
1.01 Steel, tloor mounted, headrail braced, baked enamef finish.
END OF SECTION
q5 - i�J�3
East Side Police Team Facility
- 10180
Toilet PaRitions
�
�
�
�
� PART 1 GENERAL
SECTION 10200 - LOUVERS
C,� � " ( ^� D �
East Side Police Team Facility
1 1.01 Extruded aluminum blades and frames, minimum thickness �.125". Baked e�amel finish.
,�
O
@J
�
�
�
��
�
�
END OF SECTION
10200
Louvers
�
L
�
�
� PART 1 GENERAL
��- ���3
East Side Police Team Facility
SECTION 1040D - iDENT1FYItJG DEVECES
� 1.01 Required ADA and emergency signage providing directions to offices, office room numbers, HC
and emergency evacuation routes.
�
L�
�
�
�
�
�
�
f
END OF SECTION
10400
identifying Devices
�
�
�
��
� PART 1 GEt3ERAt
SECTION 10500 - LOCKERS
q� -�(��3
East Side Police Team �acility
� i.01 Lockers to be 18"W x 21"D x 72"H steel u�its on tile bases, with sioped tops, coat hooks, number
plates, and standard hand{es to accommodate pad{ocks (padlocks not provided).
�
,�
�
�1
�
�
�
�
� END OF SECTION
10500
Lockers
�
�
�
�
� PART i GENERAL
SECTION 10520 - FIRE EXTINGUISHER
�5 ° l��3
East Side Police Team Facility
� 1.01 Ten pound, ABC dry powder type uniess otherwise shown. Bracket mounted. In quantity as
required by UBC.
�
�
�
�
�
O
�
�
L�
END OF SECT{ON
- 10520
Fire Extinguisher
�
�
�
�
� PART 1 GENERAL
��- l�J�,�
East Side Police Team Facility
SECTION 10670 - STORAGE SHELVING
� 1.01 Shelving, service wunter and other specia( buildout features: the Buyer to provide sheivi�g and
counter specifications to the Seiler during the Construction Document phase of pfan preparation.
�
l_Y
�
�
�
�
�
END OF SECTION
10670
Storage Shelving
�
�
i
�
� PART 1 GENERAL
�
�'
�
�
�
�J
�
1
�
��-�C��3
East Side Police Team Facility
SECTION 1Q800 - TOILET AND BATH ACCESSORIES
1.Ot Heavy Duty, stainless steel. include the foifowing:
A. Paper Towel Aispensers
B. Liquid Soap Dispensers
C. Mirrors
D. Tissue Dispensers
E. Sanitary Napkin Disposals
F. Grab Bars as required by CODE(ADA
G. Shower Curtain Rod (Curtain not provided)
H. Soap Dishes (o�e per shower)
I. Foiding show seat (as required by ADA)
J. Hardwood locker room benches on steel pedestals i� standard manufacturer's sizes
END OF SECTION
- 10800
Toilet and Bath Accessones
!
�
�
�
� PART 1 GENERAL
��-�a�
East Side Police Team Facility
SECTION 11131 - PROJECTfON SCREEN
� 1.Oi Ceiling recessed, manuafly operated, roli-down 70"x70". White non-gioss, mat surface.
�
��
�
�
�
�
�
�
END OF SECTION
1i131
Projection Screen
�
�
�
�
���� ���
East Side Police Team Facility
SECTION 12500 - WINDOW TREATMENT
� PART 1 GENERAL
� 1.01 1" slats - Levolor or equal at interior and euterior office area windows.
�
�
�
�
�
�
�
�
�
�
END OF SECTION
12500
Window Treatment
�
�
�
�
�
�
�
�
�
��
�
�
�
SECTION 15010
SECI'ION 15120
SECT'ION 15170
SECTION 15190
SECI'ION 15260
SECI'ION 15330
SECI'ION 15410
SECTION 15430
SECI'ION 15440
SECTION 15450
SECTION 15480
SECI'ION 15575
SECTION 15600
SECTION 15620
SECI'ION 15625
SECTION 15781
SECTION 15835
SECTION 15861
SECTION 15890
SECI'ION 15910
SECI'ION 15936
SECTION 1�980
SECI'ION 15990
SECI'ION 15995
MECHANICAL SPECIFICATION INDEX
GENERAL REQUIREMENTS
DEMOLITION
ELECTRIC MOTORS
MECHANICAL IDENTIFICATION
MECHANICAL SYSTEMS INSI3LATION
WET-PIPE SPRINKLER SYSTEMS
PLUMBING PIPING
PLUMBING SPECIALTIES
PLt1IvIBING FIXTURES
PLUMBII3G EQUIPMENT
NATiJRAL GAS SYSTEM
BREECHING AND STACKS
RADIANT HEATING SYSTEMS
DIRECT-FIRED FURNACE
F.T"F. HEATERS
PACKAGED ROOFI'OP AIR CONDITIONING
HEATINCT TERMINAL UNITS
EXHAi3ST SYSTEMS
DUCfWORK
DUCTWORK ACCESSORIES
AIR INLETS AND OUTLETS
1NSTRUMENTATION
ADNSTING AND BALANCING
WITNESS TESTING
SHASQ8
INDEX-1
q5- �08�
s, �
EtiGINEERISG
R Construction Services, Inc.
6 L•�4b-8553
612•i46-8523 fax
Designing Sensible Cost Effective Solutions
Suite #257 • 4215 Winnetka Avenue North • New Hope, Minnesota 55428
�
�
�
l_�
�
q5-f��
MECHA23ICAI, SPECIFICATIONS
Page 1 of 10
15010 General ReqLi*e*�er�•
1. Design Intent: Tt is the intent of the design documents that the plumbing and HVAC
systems satisfy the requirements of applicable State and Local Codes and Ordinances
including, but not limited to, the State Energy Code, ADA, Plumbing Code, Building
Code, Mechanical Code and ASHItAE 62-1989 Ventilation for Acceptable Indoor
� �iTy-
2. Pemuts, Licenses and Chazges: Pernuts and licenses applicable to Division 15 work
� shall be secured and paid for before actual work is started. Perform any requirements
stipulated therein. The Contractor shall include ail such cosu within his hid.
�
f�.l
�
�
�
Maintenance and Operating Instructions: This Contractor shali prepaze a portfolio of
all mechanical equipment furnished by him on the project. This portfolio shall
include manufacturer's shop drawings, parts lists and operating and maintenance
instructions of such equipment. Information shall be submitted in duplicate, neatly
folded to approximately 8-1/2" x 11" and bound in indexed loose-leaf binders of
adequate size to contain the material
4. In addition the insuuctions, each manual shall contain the following information:
a. Manufacturers recommended cieaning and maintanance procedures.
b. List of materiais recommended for maintenance.
a Complete operating instructions.
d. Name and address of authorized service organizations and parts depot.
e. List of contractors, suppliers, etc. who were involved in the project.
£ VJarranty rates.
� g. Valve list.
h. Test and Balance Reports.
��
5. Contract Cioseout:
a. Maintenance Manuals and record Drawings. Comply with requirements of
Division 1.
b. Wananties. Compiy with requirements of Division 1 and 5ection 15995.
6. Firestopping: Firestopping materials shall be tested according to U.L. 1479 and
ASTM &814 for through-peneuation firestop systems. Contractor shall use 3M products
or approved equivalent.
approved equivalent.
Penetrations through e�cterior walls below grade: Link Seal modulaz system or
8. Painting: Ail painting of Mechanical items by the General Contractor.
East Side Police Team Facility
St. Paul, Minnesota
DESIGN DEVELOPMBNT
�
�
�
�
�
�
�
�
�
�J
�
��-�0�3
MECHANICAL SPECIFICATIONS
Page 2 of 10
15120 Demolition:
l. Demolition of Mechanical systems will be under the responsibility of the Demolition
and Abatement Contractor.
2. The Mechanical Contractor shall identify any piping and systems to remain in service.
15170 Electric Motors:
1. A11 electdc motors 3HP and lazger shall meet the efficiency standazds necessary to
qualify for NSP rebates.
15190 MechanicalIden6fication•
1. Provide Brady or approved equivalent labels and directional anows on piping systems
for identification.
2. Provide approved identification on eachaust fan switches and thermostats.
1526� Mechanical Sv temc Incnlaflnn•
1. E�aust ducu for ten feet back from curb: Cover duct with 2" fiberglass blanket
insulation with FSK jacket.
2. Supply air ducts: Cover duct with 1" fiberglass blanket insulation with FSK jacket.
2. Reriu ducts: One inch acoustical liner on reriun ducts for six feet back from
� connection to unit into plenum. Haif inch liner on transfer ducts for e�aust makeup to
Toilet rooms, etc.
�
�
�
3. Hot, cold, recirc water lines and rainwater leaders: Fiberglass pipe insulation with all
service jacket in accordance with State Energy Code.
15330 Wet-Pine S rinkier y ts ems•
l. Cap off existing 8" main below floor and abandon. Run new 6" DIP combined
domestic and fire protection service into the Mechanical Room. Test new service per
NFPA.
2. Low pressure mains may be Sch. 10 grooved. All other piping shall be Sch. 40.
2. Ail sprinkler piping in finished azeas shall be concealed above new ceilings.
East Side Police Team Facility
St. Paul, Minnesota
DESIGN DEVELOPMENT
�
�
'L7
�
�
,�
�J
i
�
�
�
�
�
�5 -10�3
MECHANICAL SPECIFICATIONS
Page 3 of 10
15330 Wet-Pine Sprinkler vctemc• (continued)
3. Design and calculate system per NFPA 13 and according to ihe local authority having
jurisdiction. Coordinate locauon of piping and heads with other trades. Provide shop
drawings to Architect, Owner's Insuring Authority and City Fire Mazshal for approvals
before installing piping or heads.
4. Provide freeze protected heads and piping where required.
15410 Plumbine PioinQ:
1. Domestic water distribution piping: Type L seamless copper tubing with soider
joints.
2. Provide new sanitary drain and vent piping. Cazefu(ly sawcut e�sting floors for all
new underfloor piping and drains. New soil, waste and rainwater piping underground
inside the building shall be Schedule 4Q PVC pipe and glued fittings.
3. Soi1, waste, vent and rainwater piping aboveground inside the buiiding shall be
Schedule 40 galvanized steel pipe and cast iron fittings.
4. Water Meter: Per City requirements.
5. Water treatment: None.
6. Building sanitary service: Verify location of existing sanitaty service. Run new
service to street (if required) to meet City requirements. Restore surfaces to original
condition.
7. Floor Drains: Floor drains in fuushed spaces on grade shall be Josam 30000 6AJ or
equivalent with backwater valve and 6" diameter nickaloy strainer. In Showers, ptovide
pan of water-proofing under the entire basin azea and at least 6"up the walls. Individual
floor drains in Gazage shall have cast iron tr�c grate minimum 12" diameter. Assume a
total of six (6) floor drains.
8. Roof Drains: Roof drains shall be Josam 21500 or equivalent cast iron with lazge
sump and removable dome.
7. Miscellaneous Conttections: Connect drains for infrared vacuum pumps underfloor to
trench drain.
East Side Police Team Facility
St. Paul, Minnesota
DESIGN DEVELOPMENT
�
L.�
�
�
�
�
�
�
�
�� - ���3
MECHANICAI. SPECIFICATIONS
Page 4 of 10
15430 Plumbing $yecialties:
L Wali Hydrants_ Josam 71050 or equivalent Zurn or Wade exposed nozzle with satin
Nikaloy face, bronze casing and vacuum breaker-backflow preventer.
3. Ball valves: Apollo, Milwaukee or Watts.
15440 PlumhingFigtures•
l. Piumbing fixtures by American Standard, Kohler, Crane or Eljer.
2. Lavatory "P" traps #400 Duracraft tubulaz PVC or approved equivalent.
3. Water Closets: Elongated, vitreous china, wall mounted, siphon jet action, 1-1l2" top
spud. Black solid plastic seat with open front for elongated bowl. Handicapped similar
with 17" rim height. Sloan Royal 115 flush valve for standard, Sloan Royal I 10 with
shortened supply tube for handicapped.
4. Urinal: Vitreous china wali mounted siphon jet, with 3/4" top spud with Sloan Royai
186 flush vaive.
� 5. Lavatory: 20" x 18" vitreous china, wail hung for concealed arm supports. Insulate
water under countet for handicap use. Single lever mixing faucet supply Delta 515 WF
HDF with 6" handle or equivalent.
6.J
�
�
�
r
6. Electric Water Cooler: Elkay EBFS-8 or equivalent Haws, Sunroc or Oasis lead-free
wheel chair access water cooler with pressbaz and stainless steel cabinet.
7. Pedestal Shower: Bradley or Acorn stainless steei unit with four (4) non-scald
presswe balanced mixing faucets and adjustable shower heads.
8. Wall Shower: Bradley or Acorn stainless steei unit with two (2) non-scald pressure
balanced mixing faucets and adjustable shower heads.
9. Janitor Receptor: 24" x 24" 10" high grecast moulded stone service basin, strainer,
drain body and 3" deep seal P trap. Chicago Faucet No. 897 supply fitting.
10. Double Compartment S.S. Sink: Elkay LR-3322 18 gauge Type 302 S.S. self-
rimming with Elkay 49 strainer and tailpiece, Chicago Faucet No. 201 faucet.
East Side Police Team Facility
St. Paul, Minnesota
DESIGN DEVELOPMENT
r
�
�
�
q� - ���
MECHANICAL SPECIFICATIONS
Page 5 of 1Q
154�0 Plumbing Fq�u'�me^t•
1. Water Heaters: Two (2) State SBT80-180NE or equivalent A.O. Smith or Lochinvaz
180 MBH each input, 171 GPH each delivery with 100°F rise after first hour. Provide
2psi regulator.
� 2. Domestic HW Circulator: B& G Series LR-15B to deliver 6 GPM at 12 feet of head.
Honeywell LA-409A surface aquastat, timer, service valves, check valve and balancing
cocks.
�
�
�
�
�
�
�
�
�
15480 Natural Gas 4ystem•
1. This Contractor shali arrange with the gas utility for tapping of the main (if required)
and furnishing and setting of Meter and shall pay all chazges for same.
2. Gas Pipe: Schedule 40 black steel pipe, A-53 seamless. Provide 125 pound threaded
fittings 2" pipe and smal]er, welded fittings 2-1/2" pipesize and lazger.
3. Gas Valves: Gas shutoff valves shall be approved ]ubricated plug type, DeZurik No.
425, Nordstrom No. 143 or Homestead. i-1/4" and smaller valves may be approved ball
vaives similar to Apoilo Series 70.
4. Presswe Regulators: Up to 300 CFH: MaYitrol Mode1325-3 with vent limiter.
Above 300 CFH: Fisher I3o. 66 with approved vent to the
outside.
5. All gas piping on roof shall be supported on treated lumber stands 8 ft. O.C.
consisting of 2" x 12" x 12" base and 2" x 6" boxed uprights. Clamp piping to supports.
b. Clean and paint all exterior gas piping with a rust-resistant primer.
7. Tests: All new gas piping shall be testefl under the supervision of the owner with a 25
PSIG an test for 12 hours without a drop in pressure.
15575 Breeching and Stacl�•
1. Double-wall Type B gas vent with aluminum inner liner and galvanized steei outer
jacket for water heaters and unit heaters.
2. PLEXCO or equivalent corrosion proof venting system for mid-range high efficiency
gas appliances for infrazed systems. System shall include a11 parts for through the roof
venting, including a teeJdrain assembly below the stack.
East Side Police Team Facility
St. Paui, Minnesota
DESIGN DEVELOPMENT
,
,
'
Ll
'
'
�
'
'
`"I J - �E7�J
MECHANICAL SPECIFICATIONS
Page 6 of 10
15600 Radiant Heating�ystp.�c;
1. CO-RAY-VAC with three (3) zones of radiant heat. System sha11
include seven (7} burner heads with pre-wired gas controls and
electric ignition and accessories.
2. NOT JS�D.
3. Radiant manifold shall be 4" OD 16 gauge steel tube and fittings with stainless steel
connectors. Tailpipe shall be sunilar with tube, fittings and connectors
4. Provide standard and perimeter reflectors where noted or required.
5. Vacuum pump shall be heavy duty
6. Wiring of bumers, panei and controls shali be the responsibility of the Mechanical
contractor. He shall wire the systems in accordance with the requirements of Division 16.
15620 Direct-Fired Furnace:
' 1. Makeup air unit MIJ-1: King National DFOG118 or equivalent IAS, Weatherite or
Hastings with 990,000 Btuh natural gas input, 9250 CFM, 7-112 hp 208/3J60 Hz motor,
' down dischazge, curb, V-bank filter housing with 2" pleated TA Farr 30/30 or equivalent
filters with max 350 FPM face velocity, G90 housing, outside air hood with birdscreen,
discharge air controi, and burner lockout intake hi limit stat.
�
'
'
15625 Electric Heaterc•
1. Electric heaters based on Qmazk AWH series with heavy duty grille and integral
thermostat:
Unit No.
EH1
EH2
EH3
EH4
EHS
EH6
EH7
EH8
EH9
Room No.
100
101
102
103
106
107
127
t28
133
.n
Vestibule
Lobby
Mens
Womens
Mens
Womens
Mens
Womens
Vestibule
$1ZC
3 KW
2KW
1KW
IKW
1.5 KVJ
1.5 KW
1.5 KW
1.5 KW
2.5 KW
East Side Police Team Facility
St. Paul, Minnesota
DESIGN DEVELOPMENT
�
�
!
�
�
�
�
�
�
�
�
�
�
�
�
�
f
(
I
q5-i��3
MECHANICAL SPECIFICATIONS
Page 7 of 10
15781 Packaged Roofton Air Conditioninn•
i. Rooftop Uniu shall have I 00% wet bulb economizers, EER ratings greater than 10,
SEER ratings greater than 10.25, and nat�ual gas heat sections. They aze based on
Cazrier, Trane, McQuay, York or Lennox.
Unit No. Area Served CFM @ ARI Tons
RTU-1
Community Room
RTU-2 Roll Call, Coffee, & Corridors
RTU-3 Lunchroom, Lounge
RTLT-4 Locker Rooms
RTU-5
s �
South Perimeter
Offices, Corridors
0.6"ESP
1900 5
3720 8
1850 4
2150 5
2400 6
4800 10
15835 Heating.Terminal Unitc•
1. Propelier fan-rype Reznor FE Series with factory-supplied vent terminal, SO% thermal
efficiency aluminized steel heat exchanger, vertical discharge air louvers, 120/24 volt
transformer, intemuttent spazk pilot with supervision, factory installed power venter,
summer/winter switch and relay for summer operation and T87F low voltage thermostat.
15861 Exhaust Fans:
1. PRV's shall have factory curb and gravity backdraft damper, NEMA i disconnect
switch factory installed and wired, and SS Speed Control. They aze based on Greenheck
or equivalent Penn, Acme, Cook Breidert, Powerline or Carnes.
Unit Type Serves CFM SP Model HP
No.
EF1 BeitDrivePRV Toilets 102,103, 820 .375" ca-ioo-a- 1/4
i Qf),1 �7 3A
EF2 Dir Drive PRV Lunchroom 109 500 375" G-100-B U6
EF3 Dir Drive PRV Coffee 112 220 375" G85 I/20
EF4 Dir Drive Ceil Conference I1$ 380 .375" G95 1/8
East Side Police Team Facility
St. Paul, Minnesota
DESIGI3 DEVELOPMENT
�
i
�
�
�
�
�
�
�
�
�
�
�
'
�
f
!
1
l
q5 - �a�3
MECHANICAL SPECIFICATIONS
Page 8 of 10
15861 Ev1 aLSt Fans; (continued)
EFS Beit Drive PRV Lockers 124 750 375" Gs-�oo-a- 1/4
I2�,12$ 3A
EF6 Not Used
EF7 BeltDrivePRV Veh. Stor. 139 1200 .5" GB-130-4 I/4
EF8 BeitDrivePRV Gazage 142 1800 .5" GB-180-3 1/3
EF9 Belt Drive PRV
EF10 Belt Drive PRV
Garage 142 3000 .5" GB-200-5 1/2
Garage 142 4000 .5" GB-240-7 3/4
15890 Ductwork:
I. It is intended that the makeup air ductwork be round and extend throughout the
Gazage. It is intended that the Garage exhaust systems have high and low pickups.
2. It is intended that Rooftop units return air be ducted back from the unit approximately
six feet into the RA plenum with an increaser to 1-1/2 times the retum duct crossection
for acoustical reasons.
3. It is intended to supply and return air to the corridors. Comdor walls are assumed to
be fire-rated.
4. Seal ductwork according to SMACNA "HVAC Air Duct Leakage Test ManuaP' for
3" W.G. static pressure construction (Class B- all transverse and longitudinal seams).
5. Duct and fittings shall be fabricated from G-90 coated gaivanized sheet steel of lock-
fornung grade, unless noted otherwise, in accordance with ASTM A-525 and A-527.
6. Exposed round ducts shall be Spiral ductcvork and fittings.
East Side Police Team Facility
St. Paul, Minnesota
DESIGN DEVELOPMENT
q���0�3
MECHANICAL SPECIFICATIONS
Page 9 of 10
15890 Ductwork: (continued)
7. Sheet metal gauge shall be equal to or heavier than the following standard (up to 2"
duct static):
Ducts
Rectangulaz
Longest Side
Up to 12"
13" to 30"
31" to 54"
55" to 84"
85" and Over
Round Ducts
Diameter
Up to 12"
73" to 22"
23" to 36"
37" to 50"
Over 50"
26 ga.
24 ga.
22 ga.
20 ga.
18 ga.
8. Ducts handling wet air: Provide almninum ductwork two gauges heavier than for
galvanized construction, soldered watertight.
15910 Ductwork Acceasories:
1. Fire dampers shall have 165°F. McCabe type resettable link and access window in
duct.
2. Motorized dampers: Motorized outside and exhaust air dampers shall have blade
edge and side seals for positive shut-off.
15936 Air Inlets and Outlets:
� 1. Low sidewall exhaust gilles in Gazage shall be heavy duty gymnasium-type grilles
with 14 gauge steel blades and 16 gauge steel border, bIades on 3/8" centers, white
enamel finish.
2. Supply re�isters in Garage shali be dou�ale deflection type with opposed blade damper
on the sides and bottom of supply duct.
3. There shall be a rectangular double deflection supply register suppiying
approximately 200 CFM above each exterior window.
4. Diffusers shall be a 24" x 24" layin type ceiling diffuser with a round neck and
balancing damper.
5. Return air grilles shall be eggcrate layin type units.
6. Provide combustion air intakes for the unit heaters and the domestic water heaters.
Minimum Sheet Meta!
Gauge
East Side Police Team Facility
St. Paul, Minnesota
DESIGN DEVELOPMENT
�5-f��3
MECHANICAL SPECIFICATIONS
Page 10 of 10
15980 Instrumentation:
1. Submittal:
A. Submit shop drawings as required in Section 15010.
B. Provide shop drawings of equipment fiunished, control diagrams and written
description of control sequence.
2. Thermostat: Fully configurable prograznmable for commercial single zone heating,
ventilating and air conditioning. Provide a Honeywell #T7300A/Q7300 fully
programmable stat and remote temperature sensor for each RTU. The system
requirements include:
Seven-day fle�ble programming
Keyboazd lockout switch
Progaznmable display for time and temperature
Override from unoccupied to occupied
3. Furnish and install two (2) Toxalert Model GVU-2R IAQ sensors and a GVU-3
control unit or equivalent Staefa. Low voltage wiring of sensors by Mechanical. Line
voltage wiring to panel, and interlock wiring to exhaust units by Electrical. Provide
factory start-up trip in bid.
4. Locate IAQ control unit and T7300 thermostats in Mechanical Room t38.
15990 Adjusting and Balancin¢•
1. Test and Balance Agency: Test and Balance Agency shall specialize in, and their
business limited to, testing and balancing air and hydronic systems in the building
construction industry.
2. Certification: Test and Balance Agency shall be NEBB or AABC certified.
15995 Witness Te tine:
L Upon acceptance of Test and Balance reports, and completion of the Mechanical
systems, wiring and controls, the Contractor may arrange a witness test of the systems in
the presence of the Owner and Engineer/Architect.
2. Upon successful completion of the witness test, approval of as-builts and manuals, the
Contractor shall be notified in writing of complerion. Contractor's one yeaz warranty
shall commence at the date of this notice, and operating responsibility for the systems
shall be turned over to the Owner.
End Of Mechanical Specifications
East Side Police Team Facility
St. Paul, Minnesota
DESIGN DEVELOPMENT
,
a
�
C J�
L
�
'
�
�
�
�
�J
�
�
�
�
�
�
�
Q5-�0�,�
S 1 tti�
ENGINEERI!�G �
& Construction Services. Inc.
613•546-8553
612•i36-8523fax
SECI'ION 16010
SECI'ION 16040
SECI'ION 16100
SECTION 16ll0
SECI'ION 16120
SECI'ION 16130
SECTION 16140
SECfION 16141
SECTION 16160
SECI'ION 16165
SECI'ION 16200
SECI'ION 16205
SECI'ION 16210
SECI'ION 16220
SECTION 16300
SECI'ION 16720
SECTION 16740
SECI"ION 16900
ELECTRICAL SPECIFICATION INDEX
GENERAL COI�DITIONS
TRENCHING AND BACKFILLING
BASIC MATERIAL AND ME'I'HODS
CONDUIT AND F1TI'INGS
BOXES AND FTITINGS
WIRE AND CABLE
WIRING DEVICES
MULTIOUTLEI' ASSEMBLY
PANELBOARDS
S WTI'CHGEAR
DISCONNECTS
STANDBY POWER SYSTEM
FUSES
MOTOR STARTERS
LIGHTING
FIRE DETECTION AND ALARM
TELEPHONE CABLING SYSTEM
SCAEDULES
LIGHT FIXTURE SCHEDULE
SHA508
INDEX-1
Designing Sensible Cost Effective Solutions
Suite #257 • 4215 Winnetka Avenue North • New Hope, Minnesota 55428
r
�
� 1.00
�J
��
�
�
�
�
i
�
lJ
�J
�
�
�
�
�
�
�
u�-i��3
SECTION 16010
GENERAL CONDITIONS
GENERAL
A. Generai and Supplementary conditions within Division 1 aze hereby incorporated and
become part of tlus Specificarion, covering all work in Division 160(�, Electrical.
B. Contractois shall familiarize themselves with all Architectural, Structural and
Mechanical Drawings and Specifications. These Drawings and Specifications, as they
affect the electrical installarion, shall become part of Division 16 Contract Documents.
C. The IIectrical Dtawings and Specificarions shall form a set of Plans for the electrical
work. Neither the Drawinas nor the Specifications shall be complete without the other.
Any item shown on the Drawings or specified in the Specifications shall be considered
as shown and specified on both.
D. Any questions regazding the intent of the Drawings or Specificarions shall be brought to
the Engineers attention as soon as possible. If direcrion from the Engineer cannot be
obtained due to time or communication limitations, the greater quanriry, higher quality
or condirion most favorable to the Owner shall be assumed.
E. Electrical Drawings are diagiammaric and aze intended to show approximate locations
only. The Contractor shall thoroughly review all Arct�itectural, Structural and
Mechanical Drawings and Specifications. Placement of electrical equipment and
devices shall not interfere with locations or clearances of other trades' materia(s or
equipment.
F. The following terms used in this Specification shall be defined as follows:
Contractor:
Work:
Fumish:
Shall mean Electrical Contractor or any of their Subcontractors.
Shall mean labor and/or materials of the Electrical Contractor or any of
their Subcontractors.
Shall mean purchase, submit for engineer approval, coordinate with
Contract Documents and deliver to site in new, undamaged condition.
Install: Shall mean to schedule for delivery, deliver or have delivered to the
site, store as directed, protect from damage, set in place, make all
necessary final connections, test as required and turn over to the
Owner in full operating condirion.
Provide: Shall mean furnish and install.
Connect: Shall mean to bring electrical service and/or control wiring to
equipment, make all final connections, provide all necessary
miscellaneous materials required, and do final check out to ensure
proper equipment connections.
G. The Contractor shall visit the site and familiarize themselves with the condirions
effecting Division 16000 work. No additional costs to the Owner shall be allowed for
items verifiable during site visits.
SHA508
16010 - 1
�
�
�J
H. The Contractor shall
supplied as required.
Architect/ Ena neer.
��� - �0�3
provide office space and storage for materials and equipment
Location shall be as directed by the General Contractor or the
I. The Contractor shall be a licensed contractor in the State of Minnesota and shall be or
employ a Licensed Master IIectrician.
� J. The Contractor shall procure all necessary certificates and permiu and pay all required
fees. Utility cosu, if any, shall also be the responsibility of the Coniractor. Conuactor
shall furnish a certificate of final inspecIIOn and approval from all enforcement agencies
to the Owner.
i
�
�
�
�
LJ
L
�
�
�
�
�
�
�
�
K. The work included under Division 16000 shall consist of furnishing all labor,
materials, equipment, tools and services for the complete installation of the Electrical
System as indicated on the Drawings and called for in this Specification.
L. Specific materials and equipment specified is intended to establish a minimum standazd
of required quality. Where specified materials and equipment fail to meet minimum
standards of existing federal, state and local codes and ordinances, the goveming codes
and ordinances shall prevail.
M. The Contractor shall furnish and install all minor miscellaneous materials necessary for
the complete electrical installation.
N. Within fifteen days after the awazd of the Contract, the Contractor shall submit for
approval shop drawings on all major electrical equipment. These shop drawings shall
cover such items as lighung fixtures, lamps, disconnects, fuses, starters, MCC
sections, switchgeaz, devices, plates, panels, contactors eta The Contractor shall
thoroughly review each item for compliance with this Specification prior to submitting
them to the Engineer, making any necessary corrections. Stamp each drawing, sign
and date indicating Contractor review. Submit eight sets of fully reviewed and stamped
shop drawings for each piece of material or equipment the Contractor proposes for use
on the Project. If the Coniractor fails to properly review shop drawings, the Contractor
shall reimburse the Engineer for all additional reviews on a time and material basis. No
equipment shall be released for shipment or installed prior to final approval by the
Engineer.
O. The Contractor shall provide all necessary temporary power and lighting to allow other
Contractors and Subcontractors to perform their work. Prior to submitting a bid for
tlris Project, contact the General Contractor to determine ihe rype of equipment to be
used in the performance of the work. The Electrical Bid shall include all labor and
materials required to provide and maintain a complete temporary power and lighting
system.
P. Provide two sets of O&M manuals complete with one copy of approved shop
drawings, wiring diagrams and operating instructions for all electrical equipment.
Include a list of manufactures and telephone numbers for all equipment where
replacement parts are available. These manuals shall be bound in three ring binders
labeled with the Project name. Provide an index and section tabs.
Q. The Contractor shall regulazly clean their work area of debris. Removal of ali
Contractor generated debris and rubbish caused by their work shall be at the
Conuactor's expense.
SHA508
16010 - 2
'
�
�
�
�
�
q�-lo�
R. The Contractor shall properly protect all equipment from dama�e during construcuon.
Thoroughly clean all fixtures, panels and other supplied equipment. Make all necessan
repairs and apply touch up paint as required prior to final inspection and contract close
out.
All work and materials shall comply with the latest edition of the Nationa] Electric Code
(NEC), and all other applicable state and local codes.
T
77
All work shall comply with the following industry standazds: IEE, NFPA, NEMA and
ANSI.
Materials and equipment shall be installed in a neat and workmanlike manner by skilled
craftsmen.
V. Delivery of all materials and equipment shall be in accordance with the overall Project
schedule. The Contractor shall closely coordinate all deliveries with other Contractors
and the Engineer.
� W. For materials and equipmeni specified by descripdon only, the Contractor shall provide
materials or equipment suitable for the purpose intended. These shall be in
conformance with all governing codes, tlris Specification and normal trade practice.
�
�
X. For materials or equipment specified by manufacturer's name and catalog number, the
Contractor shail provide the item specified. The Contractor may submit materials and
equipment for prior approval to the Engineer. All prior appmvals must be received by
the Engineer at least seven working days prior to bid.
Y. The Contractor shall provide and maintain an"As Bui1P' set of bluelines on site, neatly
� notating routing, location or other changes to the Contract Documents. Upon Project
complehon and final close out, turn the "As Built" drawings over to the Owner.
� Z. The Contractor shall guarantee all materials and equipment to be free of defects that may
develop in any part of their work, caused by faulry workmanship, material or
equipment failures, for one yeaz from the date of final acceptance of the work.
�
�;
�
�
�
�
�
AA. Upon notification by letter, personal contact or telephone conversation of a problem
with the electrical system, the Contractor shall respond within one week, making
repairs or correcrions as necessazy. After ali repairs and conections aze complete, the
Contractor shall notify the Engineer.
BB. Upon completion of the work shown and specified under Division 16000 and prior to
final close out of the Project, the Contractor shall verify in writing that each circuit and
all systems are 100% complete and operating properly. This notification shall include
copies of all Subcontractor norifications.
CC. At the option of the Owner and prior to the awazd of the conuact, the Contractor shall
provide a 100% performance bond. The cost of this bond shall be added to the contract
amount.
END OF SECTION
SHA508
16010 - 3
�1
'
�
� 1.00
l�
q5- �og3
SECTION 16040
TRENCHING AND BACKFILLING
GENERAL
A. The Contractor shall perform all excavation, boring, drilling, bacl�llin�, compacdon
and surface repair to install a complete underground electricai system as shown on the
Drawings and as called for in these Specificarions.
. B. All conduit and direct buried cable shall be installed a minimum of 24" below finished
, grade. Trench shall be b aded level to pmvide uniform support for each section of
conduit Excess excavation below required level shall be bacl�illed and compacted to
98% prior to conduit or direct buried cable installation.
�
,
,
�
�
1
�
lJ
�
,
,
i
�
1
�
C. All debris and water shall be removed from the trench prior to final installation of
conduit or direct buried cable. Properly protect conduit or direct buried cable until
bacl�illing can be performed.
D. The Contractor shall bacl�ill all excavations performed for their work. Inspection of all
installations by I.ocal Inspection Authorities shall be completed prior to backfilling.
E.
F
Carefully backfill to a point 6" above condnit or direct buried cable and thoroughly
tamp. Complete backfilling in 12" lift and compact to 98%.
Restore surface to its original condition, ie grass, concrete, blacktop, etc.
END OF SECTION
. ,:
.�•�
�i
�
'
�
i
J �
,
,
�
;'
�
i
�
�
�
�
�
�J
LJ
q5 - l��3
SEC I'ION 16100
BASIC MATII2IALS AND M�THODS
1.00 GENERAL
A. Unless noted otherwise in this Specificauon or on the Drawings, all materials shall be
new and in their original packages. All materials shall comply with this Specificarion
and all applicable codes, and shall be LJL listed or constructed with UL listed
components.
B. Provide nameplates on all equipment such as disconnecu, starters, MCC's, panels, and
switchgeaz. Nameplates shall identify equipment by name and source of power. They
shall be a minimum of 1 ll4" x 3", or lazger if necessary for wording. I,ettering shall
be a minimum of 3/16" in height. Identify all pull and juncrion boxes with circuit or
feeder numbers and source of power using black magic mazker.
C. All distribution equipment, such as discommects, starters, MCC's, panels, and
switchgeaz, shall be obtained from one manufacturer.
D. Each panelboard shall be provided with a typed circuit directory. Cleariy describe loads
and areas served. Room names or Owner's room numbers shall be used. Handwritten
directories will not be accepted.
E.
F
The Contractor shall perform saw cutting, trenching, bac�lling, compaction and
patching required for underground raceway systems shown or specified.
The Contractor shall provide concrete pads for all floor mounted equipment. Pads shall
be 4" thick and extend a minimum of 2" beyond equipment.
G. Any cutting and patching required in walls, floors, ceilings or partitions for the
installation of electrical systems shall be the responsibility of the Electrical Contractor.
All cutting and patching shall be done with the prior approval of the ArchitecU
Engineer. Patching to match ea�isung finishes shall be performed by the proper vades
such as concrete finishers, sheeuockers,tapers, painters etc.
H.� The Contractor shall be responsible for verifying locations of such things as piping,
ductwork, equipment, door swings, heights of cabinets and counters, etc., prior to the
installation of all electrical equipment. Installed electrical work that interferes with the
work of other trades shall be relocated by the Electrical Contractor at no additional cost
to the Owner.
Provide access panels where j-boxes or pull boxes are installed in inaccessible
locations. All access panels shall be approved by the Engineer and Architect prior to
installaaon.
All 120 volt control wiring for mechanical equipment shall be provided by the Electrical
Contractor, unless noted otherwise.
K. Seal all penetrations and sleeves through floors and fire walls with high temperature,
fire rated sealant. Firestop material shali be Chase Technology CTCPR-855 fire stop,
3M brand Fire Barrier Penetration System or Nelson Fiameseal System.
END OF SECI'ION
SHA508
16100 - 1
�J
'
l�
i �.00
�
�
�
�� - �083
SECI'ION 16110
CONDUIT AND FTTTINGS
C�,ENERAL
A. All conduit shall be galvanized steel, PVC plasric or aluminum as manufactured by a
recognized manufacturer and in accordance with the latest ediuon of the Naaonal
IIectric Code (NEC) and latest industry standards.
B. IIectrical Metallic Tubing (EMT) shall be used in all interior spaces not in direct contact
with the earth. Fittings shall be steel, set screw, concrete tight type. EMT may be used
where exposed to weather using steel, watertight compression fittings and backstraps.
EMT shall not be used in direct contact with the earth or unprotected within five feet of
the ground, slab, blacktop, or floor. Rigid conduit shall be used below five feet or
proper protection shall be provided for EM'I'. EMT shall be installed in accordance
with the latest edition of the NEC.
� C. Rigid Galvanized Steel (RGS) Conduit, Intermediate Metal Conduit (IMC) or Rie d
Aluminum Conduit shall be installed in accordance with the latest edition of the NEC.
All conduit shall be provided as shown on the drawings. All feeders 600 Volts or
' higher shall be installed in one of these three types of conduit. The Engineer shall
review and approve conduit and method of installarion prior to installation.
�
,
�
�
�
'
�
�
�
�
D. PVC piasuc conduit shail be installed only when shown on the Drawings, specified
elsewhere in this Specificarion or as approved by the Engineer.
E. F1eJCible Metal Conduit or Liquidtight fle�ble metal conduit shall be used for final
connections to equipment such as motors, fixed equipment, electric heating equipment,
etc. Trade sizes 1/2" through 1 1/2" shali be used in lengths no longer than 24", 2"
through 3" no longer than 36", 3 1/2" through 4" no longer than 48". Fittings shall be
steel, set screw type for smaller sizes and steel, clamp type fot larger sizes.
F. Conduit shal] be sized according to the Drawings, with no conduit smaller than 1/2"
trade size. If not sized on the Drnwings, the NEC shall be used to determine the size
based on the number and size of conductors required. The Engineer shall approve all
calculated conduit sizes and method of installation prior to installation.
G. All conduit runs shall be complete, instalied per this specification and the NEC prior to
wires or cable being installed. .
H. Unless specifically noted, all conduits, fittings, and boxes shall be concealed within the
building construction. Conduit located in equipment azeas may be exposed but shall be
installed in parallel with the building lines. Install expansion fittings at all building
expansion joints and as required by the NEC. Approval must be obtained from the
Architect prior to any cutting of the building structure for nceway installation.
Conduits shall be securely fastened with galvanized steel suaps, clamps and hangers
using appropriate anchoring systems. Straps, clamps and hangers shall be specifically
designed for use with electrical conduit.
Conduits connected to equipment or lighring fixtures supported by or within a
suspended ceiling may be supporte� from the suspended ceiling wires with "Caddy
clip" rype fasteners manufactured specifically for that purpose. No more than two 1/2"
or one 3/4" conduit shall be supported from an individual wire. The number of
SHA508
16110 - 1
'
'
�J
,
�
,
,
�
�1
,
�
�
�
'
�
�
,
�
K.
L.
�� - f0�3
conduiu supported shal] be the total of all installed conduiu by all trades, not just this
Contractor. Tie wire shall not be used to support any conduit on the Project. All other
conduit systems shall be supported from the building structure.
The following manufactureis are appmved for conduit: Allied, Carlon, Republic,
Triangle, VAW of America , Youngstown, SealrigJit and Alflex.
The following mant�acturers are approved for conduit fittings: Appleton, CH,
Kellems, OZ Red Dot and T&B.
IND OF SECI'ION
SHA508
16110 - 2
'
'
, 1.00
'
�
,
,
'
�j
�1
,
,
,
,
'
'
fl!
LJ
q5-�o83
SECTION 16120
BOXES AND FTTTINGS
GENERAL
A. All boxes and fittings shall be standard electrical type manufactured for the elecuical
industry by recognized manufactures, in accordance with the latest edition of the
National Flectric Code (NEC) and industry standards.
0
C
Boxes and fittings shall be of the same material as the conduit system, i.e. EMT shall
use steel, PVC shall use plastic, etc.
Ouflet boxes shall be 4" squaze galvanized steel. Provide FS or FD outiet boxes in
damp locations or outdoors.
D. All boxes shall be concealed witlun the building consAVCtion unless specifically shown
or noted othenvise. Boxes or rings shall be installed flush with the finished wall. Mud
rings with rounded corners shall be used in sheeuock walls. Tile rings with squaze
corners shall be used in masonry, concrete or tile construction. Boxes used in
suspended ceiling systems shall be clipped to the ceiling suspension wires or supported
from the ceiling grid system.
E. Specified mounting heights shall be to the center of the device, unless specifically noted
othenvise. These heights may be adjusted to align with Architectural details or
masonry joints. Adjust all similar ouflets to the same height
F
G
Provide knockout closures and blank covers clearly identified with circuit numbers as
specified in Secrion 16100.
The following manufacturers aze approved for boxes: Appleton, Bell, Raco and Steel
City.
END OF SECTION
SHA508
16120 - 1
'
'
1 1.00
'
�
�I
�5 - i��3
SECI'ION 16130
WIRE AND CABLE
GENERAL
A. All wire and cable shall be soft annealed 98% pure copper, #12 AWG minimum. Fi00
volt. Provide #8 AWG THFIN copper and smaller for branch circuits and control
wiring; THW copper for feeders #8 and larger. Provide XHHW for outdoor and
underground wiring. �re size #14 AWG may be used for control wirin� and where
specifically called for or shown on the Drawings. Wire size #14 AWG through #10
AWG shall be solid; wire size #8 AWG and lazger shall be stranded. Wire and cable
color shall be in accordance with the latest ediUon of the NEC. On larger cables, where
factory color coding is not available, mazking tape shall be used to identify each phase
and neuual conductors. A minimum length of 6" shall be color coded az each end.
B. Aluminum wire shall not be used.
, C. The following manufacturers are approved for wire and cable: Anaconda, Continental
Wire & Cable, Cyprus, General Electric, Houston, Pirelii, Rome, Southwire and
Triangle.
�
�
�
,
�J
�
�
'
'
i
1
f7
E.
The following manufacturers are approved for wirenuts: Blackbum, Buchanan, Ideal
and 3M.
The following manufacturers are approved for splices: Blackbum, Burndy, Ilsco and
T&B.
END OF SECTION
SHA508
16130 - 1
'
'
,
� 1.00
�l
q� —cOg�
SECI'ION 16140
WIRING DEVICES
GENERAL
A. Switches for lighung loads shall be 20 amp, 120/277 volt, quiet to�=1e rype. Switches
shall be ivory in color unless noted othenvise. All switches shall be specification
grade.
. B. Duplex receptacles shall be 20 amp, 125 volt, 3 wire, grounding type. Install all
' receptacles with the ground slot down. Provide GFT receptacles where shown and
install with the ground slot down. Receptacles shall be ivory in color unless noted
othenvise. Al] receptacles shall be specification grade.
L
C. Special receptacles shall be as noted on the Drawings and shall be the same color and
manufacturer as other devices.
, D. Device plates in finished and unfinished azeas shall be lexan, ivory in color, unless
noted otherwise. Multiple device plates shall be constructed of a single plate. No
sectional plates will be accepted.
E. Devices shall be mounted at the following heights, unless noted otherwise. Distances
shall be measured from device center to floor.
1. Receptacles, normal 1g"
2. Telephone outlet, normal 18"
3. Telephone oudet, wall, normal 54"
4. TV oudet, normal 1 g"
5. Switches, normal 48"
6. Receptacles, handicapped 24"
7. Telephone oudet, handicapped 24"
8. Telephone ouUet, wall, handicapped 48"
9. TV ouUet, handicapped 24"
10. Switches, handicapped 44"
F. The following manufacturers are approved for receptacles: Arrow Hart #5362, GE
#Gen 5362, Hubbell #5362, Leviton #5362, P&S #5362 and Slater Medalist Series.
GFI receptacles shall be similaz to Leviton #6599-I.
G
H
I.
The following manufacturers are approved for special receptacles: Arrow Hart, GE,
Hubbell, Leviton and Slater.
The following manufacturers are approved for dimmers: Lutron #NT 1500P.
The following manufacturers are approved for cover plates: Arrow Hart, GE, Hubbell,
L,eviton, Lutron, Sierra and Slater.
END OF SECTION
SHA508
16140 - 1
'
�
�
,
�
,
'
lJ
i�
'
�
C
�
,
�
i
1
'
�5 - ld�a3
SECTION 16141
MIILTIOUTLEI' ASSIIviBLY
1.00 GENERAL
A. The Contractor shall fumish and install all muiriouflet nceways and fitrings necessary
to provide a safe and complete installaUon in lengths shown on the Drawinos.
B. MulIIODUet assemblies shall be Wiremold Plugmoid #2000 20GBA. Assemblies shall
consist of a base, factory punched cover and factory wired receptacle hamess.
C. Receptacles shall be spaced 12" on center using alternate circuits. No more than twelve
single outlets shall be connected to a circuit
D. The raceway base and cover shall be gray in color.
E. The following manufacturers are appmved for multioudet assembly: wremold,
Metallic, and Walker.
END OF SECTION
SHA508
16141 - 1
�
C'
t_�
�
'
�
�
�
�
�
,
�
��
�
'
�
'
�
'
`1�" �(��
SECfION 16160
PANELBOARDS
1.00 GENERAL
A. Panelboazds shall be LJI, nted. Cabinets shall be constructed of galvanized steel.
Covers shall be constructed of cold mlled steel finished with baked on enamel. ANSI
61 Grey.
B. Panels shall be provided with copper or aluminum bussina and factory assembled lu�s
for connection of feeder conductors. �
C. Breakers shall be molded case, thermal-magnetic type with trip indication. Two and
three pole breakers shall contain a common trip.
D. All breakers shall be plug-in type, with ampere ratings as shown on the Drawings or to
match circuit sizes shown.
E. The following manufacturers are approved for panelboards: Squaze D, GE, Siemens-
ITE and Westinghouse.
END OF SECI'ION
SHA508
16160 - 1
'
�
' 1.00
�5�1��
SECTION 16165
SWITCHGEAR
GENERAL
A. Switchgeaz shall be rated for 1,200 amps, 208 volts, three phase, four wire.
' B. Switchgear shall be totally enclosed, dead front construction, free standin�, front
accessible only. Switchgear shall be constructed out of IJI. gauge steel secured
together to support coverplates, bussing, component devices, side and rear closure
� plates. All closure plates shail be screw removable with a single piece removable top
plate. Switchgeaz shall meet ail LJI. requirements and be UL labeled.
�
�
�
L �
�
�
C. Bus shall extend full height as required for disconnects shown in all sections. No
spaces shall be provide for future expansion. Construcrion and rarings of bus shall be
similar throughout, including neutral. Bus shall be constructed of tin plated copper or
aluminum with sufficient cross secrional azea to meet UL Standard 891 for temperature
rise.
D. Switchgeaz shall be suitable for operntion at the specified available fault current and
shall be labeled as such. The short circuit rating of any switchboazd shall not be less
than 50,000 rms amps symmetrical.
�
F
Switchgear shall be labeled as suitable for service enuance equipment.
The following manufacturers aze approved for switchgear: Square D, GE, Siemens-
ITE and Westinghouse.
END OF SECTION
L
�
�
'
�
�
L
I
SHA508
16165 - 1
�
L,
�
� 1.00
L
�
�
�
,
�
�
�
�
�
�
�
�
�
�
�
�� ` �r�g aJ
SECTION 16200
DISCONNECTS
GENERAL
A. All disconnects shall be heavy dury, horsepower rated, fusible, quick make, quick
break type Nema 1 or 3R as required unless otherwise noted. Nonfusible disconnects
may be used in lieu of fusible where allowed by the NEC.
B. Equipment disconnects shall be mounted on neazby adjacent wall or on a freestanding
floor mounted stand. Disconnects shall not be mounted direcUy on equipment.
C. Free standing, floor mounted stands shall be constrvcted of welded angle iron or
unistrut and fittings. Stands shall be 6'-0" high with disconnects mounted 5'�" to the
top. Quick bolt stand to floor neaz equipment and make final connection with flexible
conduit per Section 16110.
D. The following manufacturers are approved for disconnects: Square D, GE, Siemens-
ITE and Westinghouse.
END OF SECTION
SHA508
16200 - 1
�
�
' 1.00
�
�
�
�
'
�
�
�
IJ
�
�
�
�
�
�5-10g�
SECI'ION 1620�
STANDBY POWER SYSTEM
GENERAL
A. Provide a standby power system for supply of power in the extent of failure of normal
utility power, consisting of a liquid cooled engine, an AC altemator and system
controls with all necessary accessories for a complete opernting system, including but
not limited to the items specified in this Section.
B. Provide automatic opernIIOn from one 100 amp automatic transfer switch so that the
system wmes on line fully and automatically upon the loss of urility power and on
restoration of utility power fiilly and automarically reh load to normal power,
shuts down the generator and returns to standby readiness for another operating cycle.
C. The electric generaring system shall consist of a prime mover, generator, govemor,
coupling and all required controls. This system shall have been tested as a complete
unit on a representing engineering model as required by NFPA 110-1985. These tests,
being potentially damaging to equipment testes, shall not be performed on the
equipment sold, but on a separate protorype model. All equipment shall be UL rated,
conform to the National Electric Code (NEC) and meet all local codes.
D. The prime mover shall be a liquid cooled, gaseous fueled, naturally aspirated engine of
four-cycle design. It shall have four in-line cylinders with a minimum displacement of
3.0 liters (183 cubic inches), a masimum BMEP of 97 psi with a minimum rating of 40
bhp when supplying its rated output of 20 kw at an operating speed of 1,800 rpm.
E. The ena ne shall have a battery charging DC altemator with transistorized voltage
regulator. Remote two-wire starting shall be by a solenoid shift, electric starter.
F. Ena ne speed shall be govemed by an electronic govemor to maintain altemator
frequency within 0.5% from no load to full load altemator output. Steady state
regulation shall be ±025%.
G. Sensing elemenu shall be located on the engine for the following conditions:
1. Low Oil Pressure shutdown
2. High Coolant Temperature shutdown.
3. Low Coolant I.evel shutdown.
4. Overspeed shutdown.
5. Overcranking shutdown.
H. All sensing element sensors shall be connected to the control panel via a wiring harness
with the following features:
1. Wire number labeling on each end of the wire for easy identificarion.
2. Molded rubber boot to cover the electrical connection on each sensor to prevent
corrosion.
3. All wiring shall be run in flexible conduit for protecuon from the environment and
any moving objects.
I. The engine shall have an engine mounted, thermostatically controlled water jacket and
oil heater to aid in quick starting. Heaters shall be of adequate wattage as recommended
by the engine manufacturer.
SHA508
16205 - 1
�
'
�
C�
�
,
Q5 - i0g.�
The alternator shall be a four-pole revolving fieid type, 12 lead reconnectable wired for
a 120/ 208 volt, three phase, four wire 60 hz with brushless exciter. The stator shall be
directly connected to the engine flywheel to ensure permanent al aanment. The eenerator
shall meet temperature rise standards for class "F" vamish and conform to MIL-1-
24092, rype "M", class 166.
K. A solid state voltage regulator designed and built by the en� ne-eenerator set
manufacturer shall be used to control output voltage by varyin� the exciter magnetic
field to provide t1.0% regularion during stable load condiuons. Should an extremely
heavy load drop current frequency, the regulator shall have a voltage droop of 4 volts/
hertz to maximize motor starting capabiliry. The frequency at which this drop be�ins
shali be adjustable, allowing the generator set to be properly matched to the load
characteristics ensuring optimum system performance.
� L. A thermal magneIIC, iJI, listed, main line
mounted in the AC connection panel. Th
factory. A system utilizing a manual
transformers is unacceptable.
�
'
�
circuit breaker, rated at 225 amps, shall be
e line side connecUOns shall be made at the
reset, field circuit breaker and current
M. The engine-generator set shall contain a safety shutdown monitorin� system. This
system shall include a solid state engine monitor with individual lights and one common
e�emal alazm contact indicating the following conditions:
1. Overcrank shutdown.
2. Overspeed shutdown.
3. High Coolant Temperature (I.ow Coolant L.evel) shutdown.
4. Low Oil Pressure shutdown.
Monitoring system shall also include lamp test switch for manual reset of tripped
� conditions. Engine rpm shall be monitored by an independent permanent magnet
sensor. If a failure occurs in this circuit, the engine must immediately shutdown and
illuminate a"L,oss of RPM Sensor" shutdown.
�
�
N. An exhaust silencer(s) shall be provided of the size recommended by the manufacturer
and shall be of critical grade. These silencer(s) shall be mounted on the weather
protective enclosure with the use of a flexible, seamless, stainless steel exhaust
connection and rain cap.
O. A heavy duty,lead acid battery set shall be provided by the generator set manufacturer
� of adequate voltage and amperage capability to start and operate the system. Provide all
iniercell and connecUng battery cables as required.
0
Provide an automatic, dual rated battery charger manufactured by the engine-generator
set supplier.
The ATS shall consist of the following:
�
ATS shall be iJL listed (Standazd 1008) with circuit breaker protection.
2. ATS shall be a three pole design, nted for 100 amps conrinuous operation in
ambient temperatures of -20° F to 140° F. Main power switch contacts shall be
rated for 600 volt minimum. If fuse protected, ATS shall haye a minimum
withstand and closing rating of 200,000 amps.
SHA508
1620� - 2
L
3. ATS shail be double of throw construcuon, posirively elecfficall}� and
� mechanically interlocked to prevent simultaneous closing and mechanically held in
both normal and emergency positions.
�
�
4. ATS actuator shall have as independent disconnect means to disable the electrical
operarion during manual switclung. Maximum electrical transfer time in either
direcUOn shall be 160 milliseconds, exclusive of IIme delays. Main switch
contacts shall be lugh pressure silver alloy to resist burning and pittin� for lono
life operarion. y
5. ATS shall contain one SPDT, 10 amp, 250 volt auxiliary switch on both normal
' and emergency sides, operated by the transfer switch. Full rated neutral baz with
lugs for normal, emergency and load conductors shall be provided inside the
cabinet
�
�
�
�
i
�
i
�
�
�
!
�
�
6. ATS shall contain the following conuols:
a. A solid state undervoltage sensor shall monitor all phases of the normal
source and provide adjustable ranges for field adjustments for specific
application needs.
b. Signal for starting the engine-generator set to stazt in the event of a power
interruprion. A set of contacts shall close to start the engine and open for
engine shutdown. A solid state time delay relay start (adjustable from 0.1 to
10 seconds) shall delay this signal to avoid nuisance start-ups on
momentary voltage dips or power surges.
c. Signal to transfer the load to the engine-generator set after it reaches proper
voltage (adjustable from 70% to 80%) and frequency (adjustable from 80%
to 90%). A solid state time delay (adjustable from 5 seconds to 3 minutes)
shall delay this transfer to allow the engine-generator set to warm-up before
application of load. There shall be a switch to bypass this de►ay to avoid
short term normal power restoration.
d. Signal to retransfer the load to line after normal power restoration. A retum
to utility timer (adjustable from 1 to 30 minutes) shall delay this transfer to
avoid short term normal power restoration.
e. Engine run timer (adjustable from 1 to 30 minutes) to ensure an adequate
engine run period.
f. A solid state plant exercise cicek to set the day and time of generator set
exercise period. Clock shall have a one (1) week cycle and be powered by
the load side of the transfer switch. A battery shall be supplied to maintain
the circuit boazd energized when the load side of the transfer switch is de-
energized. Include a switch to select if the load will transfer to the engine-
generator set during the exercise period.
g. A manual locking handle to allow manual transfer. This handle shall be
mounted within the lockable enclosure so allow access only by authorized
personnel.
h. A safety disconnect switch to prevent load transfer and automaric engine
start while perfomung maintenance. This switch shall also be used for
manual uansfer switch operation.
i. I.ED status liahts to provide a visual readout of the operating sequence.
Monitor status shall include the following:
(1) Uuliry on.
(2) Engine warmup.
(3) Engine warmup bypass.
(4) Standby voltage "ready".
(5) Standby frequency "ready".
(6) Standby on.
SHA508
16205 - 3
�
'
�
,
��
(7) Transfer to standby
(8) Retum to urility.
(9) Engine cooldown.
(10) Engine minimum run.
(11) Fasttest mode.
R. The following manufacturers aze approved for standby power systems: Caterpillar,
Cununins, Generac and Kohler.
IND OF SECITON
�
�
I
1
�i
l
�
�
�
�
�
�
L�
�
SHA508
16205 - 4
�
,
�
, 1.00
�_ i
��
�
�
�'
�J
�
�
�
�
�
�
�
�
�
�
�
Q
C.
0
SEC'I'ION 16210
FUSES
GENERAL
Fuses protecting 0 to 600 amp feeders shall be current limiting L.ow-Peak Dual-Element
LPN-RK (250 volt) or LPS-RK (600 volts). Size fuses per circuit amperes shown or
as required by the latest edirion of the NEC.
Fuses protecting individual motor circuits rated 480 amps or less shall be current
limiung Low-Peak Dual-Element LPN-RK (250 volt) or LPS-RK (600 volts). Size
fuses per circuit amperes shown or as required by the latest edirion of the NEC.
The Contractor shall supply three (3) fuses of each size shown in the Contract
Documents for spares. Turn over to the Owner prior to final close out of the Project.
The following manufacturers aze approved for fuses: Bussman, Gould Shawmut and
Reliance.
END OF SECTION
SHA508
16210 - 1
,
�
' 1.00
�
C
�
� J
�
�
1
�
t
�
t
l
�
�
�
SECI'ION 16220
MOTOR ST.ARTERS
GENERAL
A. Manual motor starters shall be full voltage, fusible, toggle switch rype with NEMA 1
enclosure unless noted otherwise. Starter shall be rated for motor startin� with
replaceable thermal overloads on all phases. Provide piiot light where shown on the
drawings or identified in these Spec�cations.
B. Individual motor starters shall be full voltage, fusible, combination rype unless noted
otherwise. Starter shall be rated for motor starting with repiaceable thermal overloads
on aII phases. Each starter shall be supplied with two (2) spare normally open and two
(2) spaze normally closed contacts.
C. Starter coiis shall be rated at 120 volu. Provide control power uansformers where
required.
D. The following manufacturers aze approved for motor starters:
Square D, GE, Siemens-TI'E and Westinghouse.
END OF SECTION
SHA5�8
16220 - 1
Allen Bradley,
�
'
�
� 1.00
,
�
�
�
�
�
!�
_�
l
�
�
r
�
�
�
SECI'ION 16300
LIGHTING
GENERAL
A. Fxtures shall be fumished complete as specified and/or called for on the Liaht Fixmre
Schedule. Each fixture shall be installed per the latest edirion of the NEC and the
manufacturer's recommendations. Proper support for each fixture shall be provided b}�
the Contractor.
0
C
Voltage for light fixtures and lamps shall be as noted on the Light Fixture Schedule.
Provide all lamps as noted on the Light Fixture Schedule. All incandescent lamps shall
be 130 volt unless noted otherwise.
D. Ballasts shall be Type "P", Class "A", HPF, CMB-EI'L equal to Advance Mark III.
HID ballasts shail be HPF type with constant wattage desib .
E. Upon completion of the project and before final inspection, clean all fixtures and
replace bumt out lamps.
F. Photoelectric control shall be constructed with a ITV-resistant raintight polypropylene
housing. It shall be calibrated to a 1.0 footcandle turn-on, and provided with a shutter
for field adjustment tum-off. Photo conuol shall be rated at 1,2(� watts Tungsten,
1,000 VA ballast at 120, 208, 277 or 480 volts. Photo control shall be mounted on a
stainless steel plate supported by a recessed electrical box.
G. The following manufacturers are approved for photo control: Fisher-Pierce Nitelighter
Series Model # FT15 (120 volt), #FI'168 (208-277 volt) or #FT19 (480 volt).
END OF SECTION
SHA508
16300 - i
�
❑
,
, 1.00
L
��
�
�
�
!J'
�
�
,
�
1
�
�
��
�
�� - ���3
SECI'ION 16720
FIRE DEI'ECTION AND ALARM
HARD WIRED
GENERAL
A. The Contrnctor shall provide a complete and
system, consisting of equipment from one
wiring, conduit, j-boxes and outlet boxes.
fully funcrional fire detection and alarm
manufacturer and including ali required
B. The compiete installation shall conform to the applicable secaons of NFPA-72, local
codes and the Narional Electric Code (NEC). Fach item of the system shall beaz the LJI.
label. All conuol equipment shall be listed under the ITL category "UOJZ° as a sin�le
control unit; partial lisrings will not be accepted. Smoke detectors shall be approved
under UL 268 and shall be approved to operate only with a panel listed under UL 864.
System controls shall be UL listed for Power Limited ApplicaUOns per NEC 760. All
circuits shall be mazked in accordance with NEC 760-23.
C. Shop drawings submitted for approval (refer to Seclion 16010) shall contain the
following minimum infomiation:
Complete descriptive data indicating UL lisrings for all system components.
Complete sequence of operations for the system.
Complete system wiring diagrams for components capable of being connected to
the system and interfaces to equipment supplied by others.
D. The following devices shall be provided where shown on the Drawings (Simplex
model numbers aze provided for cross referencing):
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
Fire detection and alazm control panel. Simplex #4002 series.
Fire detection and alann remote annunciator. Simplex #4602 series.
Combination hornl strobe, common areas. Simplex #4903-9224.
Strobe, common areas. Simplex #4904-9137.
Manual pull starion. Simplex #2099-9754.
Smoke detector. Simplex #2098-9209.
Smoke detector, duct. Simplex #2098-9649.
Heat detector, common areas (135° F rise). Simplex #4098-9402.
24 volt DC power adaptor. Simplex #2098-47.
Digital alarm communicating transmittet Simplex #2080-9024.
E. The foliowing zones shall be provided:
�.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
Office Area
Garage Area.
RTU-1.
RTU-2.
RTU-3.
RTU-4.
RTU-5.
RTU-6.
Spare
Spare
Water F1ow.
Water Tamper.
SHA508
16720 - 1
�
F_ Provide digital alarm communicating transmitter (DT) at telephone backboazd. Provide
two RJ31X telephone jacks adjacent to "DT". Provide 1" conduit between "DT" and
main fire alarm panel.
G. All wirina shall be installed in a separate conduit system. A color coded wiring system
shall be maintained throughout the installation. Connecrions to devices provided b}
others shall be coordinated with the installing contractor.
H. wring shall be color coded, tagged and checked to insure that it is free from shorts and
grounds. All wiring shall be solid copper. Minimum wire size shall be #14 gauge with
#12 gauge for all suobe circuits.
I. Ali j-boxes shall be sprayed red and labeled "Fire Alarm".
Devices shall be mounted at the following heights, unless noted otherwise. Distances
shall be measured fmm device center to floor.
Detectors
Horn/Strobes
Pull Stations
ceiling
80"
���
K. The equipment manufacturer shall provide to the Owner a maintenance contract
proposal to provide a minimum of two inspections and tests per year in compliance
with NFPA-72H guidelines.
L. An equipment manufacturer's representative shall provide as part of this contract a
minimum of four hours system operation training for the Owner. The time and date of
training session shall be detemuned by the Owner.
M. The following manufacturers are appmved for fire detecrion and alarm equipment:
Edwards, Norifier, Pyrotronics, Simplex or equal.
END OF SECTION
SHA508
16720 - 2
1
,
SECTION 167-�
TELEPHONE CABLING SYSTEM
� 1.00 GENERAL
A. All wiring shall be installed according to the local Urility's recommendations.
' B. The local Utiliry shall pmvide system entrance telephone cable to a main entrance
backboazd provided by the Contractor as specified in this Section.
' C. The Contractor shall provide one 8'x8', 3/4" plywood backboard, extendin� from floor
to ceilina, for use by the Utility. Width of the panel shatl be shown on the Drawings.
Contractor shall paint the panel with a grey, fire retardant paint prior to all equipment
, installation.
�
�
,
�
�
,
�
,
�
��
.�
�
IND OF SECTION
SHA508
16740 - 1
�
,
,
, 1.00
,
,
�
,
��
�
�
�
�
�
,
��
F J
�
'
SECTION 16750
VIDEO AND DATA CABLING SYST"EM
�
�
C�7
GENERAL
The Contractor shall provide a complete and fully functional interior video and data
cabling system, including all required wiring, backboxes and jacks.
The complete installalion shall conform to local codes and the Narional Electric Code
(NEC).
All wiring shall be installed and connected according to the video and data equipment
manufacturer.
D. The Contractor shall provide all video and data cabie from the equipment rom through
the cable management system to each voice/ data outlet with sufficient length at both
ends to allow proper connecuon by the Contractor. Provide sufficient lena h of cable,
coiled above drop ceiling, to allow connection to all cubicies and future cubicles
through power poles. Connecrion point shall be farthest point of cubicle from power
pole. Connections at both ends of individual video and data lines will be made by the
Conuactor.
E. The Contractor shall provide one 10 Base T ethernet cable from the equipment rom to
each voice/ data oudet in o�ces, rooms and each individual cubicle.
F. Voice/ data ouUets shall consist of a double gang box with 3/4" conduit stubbed into
nearby accessible ceiling space. Provide blank cover pates for all unused voice/ data
outlets.
G. Contractor shall pmvide an connection jack at each voice/ data outlet.
END OF SECTION
SHA508
16750 - 1
�
1
'
,
�
'
�
�
,
'
1
1
i
�
1
1
!
1
1
1
SECI'ION 16900
SCHEDULES
1.00 GENERAL
A. The schedules identified below aze included as part of these Specifications.
B. List of Schedules:
1. Light Fixture Schedule.
END OF SECTION
,:
. l�.i
��,
LIGHT FIXTURE SCHEDULE
1
,
,
'
'
l 1
'
'
,
,
,
�J
'
,
�
�
I I
,
,,
��� � � ��
� ��� �ri � �i
iUSIIH� I �
IDENT ! FfXTUpE TYPE � R�'� C I H�I MOUNTING �' IAMPS , LENS, LOUVER, ETC. � MANUFACTUHER'S CATALOG NUMBEB NOTES
� � �
2k4' I � � ` RECESSED j (3) 32Y! T8 I 3' DEEP,18 CELL � LITHONL4 f2PM3G332180.120-GEB
A �I PARABOLIC I X �� i � LAYdN Po3?/735 PARABOLIC OR E�UAL
i
I� I �
2X4' � �i �I RECESSED ��i (2)32WT8 ' ' LfTHONIA3SPG23TAl2.125-120-GEB
B I 'I LENSED � LAY-IN I F037/735 I� 0.725ACRYLJC OREQUAL
i
� . 2'#' �� X � � RECESSED � (2) 32W TB I 3" DEEP, 9 CELL ' 11THONIA 2PM3G62349612fFGEB
2
, PARABOLIC � � ' i LAY-IN i FB03T/735�6 I PARABOLIC I OR EQUAL
1, ; i � I
D I �, DOWNLIGHT � X II I RECESSED l (2)78WT4 � CLEAflALZAK �I STAFFA83CL-HP420-WH-EB
� LAY-IN i CF13DD/835 �� � Ofl E�UAL
i �
EXR-LED � � I BLACK BODY LfTHON1A #LES61 R120 '
E SINGLE FACE X I UNNEHSAL WRH UNR i RED LETTERS ' OR EQUAL ,
i i
EXR-LED I � BLACK BODY I� LfTHONiA #LESB2R720
E7 I I ' X UNNERSAL WRH UNR
DUAL FACE � � RED LETTEHS OR EQUAL
i
CEILING � (4) 32 T8 I � LITHONIA d8TAF432420-GEB
F 8' INDUSTRIAL I X I I, 20% UPLIGHT ,
I CHAIN I F03?l735 � OR EQUAL ,
i
� I
G I DOWNLIGHT I I X RECESSED (1)100WMH CLEARSPECULAR INFlNITViMH7StOQ�MWT
� EXTERIOR I CEWNG MIDNWMED ALZAK j OREQUAL
� �� H SHOWER I X i RECESSED ; (2) 13W T4 FLUSH PRISMATIC STAFF YSP5202-51-520LP-TWEB �'
i
� CEILMG i CFI3DSB35 LENS . OH EQUAL ,
� I �
I NOT USED � ' I
I I �� I I �I i, ,
J I 4' STRIP i g I SURFACE '�, (2) 32W TB I "' , LfTHONIA iUN232-124GEB I
�� � I CEILING -:. F032/735 � OH EQUAL '
I
DOWNLIGHT � j RECESSED CLEARSPECULAH � INFlNfTY�A7&70PMWT ''
K � DIMMED X' (1) 700W A79 � ',
� I LAy-IN I qLZAK i OR EQUAL ,
i �
I 2'x2' I � I RECESSED I (2)32WT8 � LtTHON1A42SPG232Al2.725-120-GEB '
L '' LENSED X � � LAY-IN � � F8032l735r6 � 0.725 ACRYLIC OR E�UAL �
SRE � y5' POLE I(4) 250W MH GLASS DIFFUSER, I, 5TERNER ALB23A-4}3-AC-AR•250S 'I
M �' FOUR HEAD X i DARK BROP2E ' 208^SSS74P-C-N ', 1, 2
I TYpE III I ON BASE I Mu ��� FlNISH ' OR EQUAL !
NOTES:
1. 208 VOLT FIXTURE.
1. PflOV1DE 3 FOOT DIAMEfER, 6 FOOT NIGH, CONCRETE POLE BASE MOUNTED 5 FEET INTO GROUND.
��1F
�
�
,
,
,
�
'
,
,
,
,
�
'
,
'
�
�
'
1
I
k x `J- aRJ6���'�
Re MaN
�
z
W
y
w
Z
�
� �
1�
_� � � � � �
-_ I _�_ _ -��:Z�
J � I � i � `t��,�1�' "' I ',
�14� i--�- - � --•
� i
NL. —_ —" _
� �8 ' I I
--->��-_--� — � I
c,rre+� I
_ I - � - �
�-- -' � ---- �(ew�ro�E.s wl —�'
2 FIxTUR0.S_eT I _
— 'uNK `��o �- I �
I �
� _ � --�—� - - � — �—
— �-- — — � _ I
_— _ � � I
_ I I �
eroelcvev � w��� Yk �l , ' {
�R. � I I I.RRA N4Ni> �~� I� I
Mmo YLLCD � � '
�( ' I i � � ,� i JJ
! I
� -c�crrirmlu snc��t_ I
� _�resav ro��ce ���rr
� �"oKE�r "swt �e�►'vrc�R�`' I
� - I - I
� I
! I I
� � I
I 1 �
( � I
I � �
I � �
I I �
�
r-fil�t�E�AHA .4V�I�IUE
�I .
� �I
�I
—��
� I
' �--ExISTUdNf�
� To N R! rFnE N
� PFIL£ R+EtJTRT
niovE ex�sr.
_ � PoLE ? AKFJ�
— , �I L�NNT
IJEN IL Y�INN
i � 61fUHI�OV°.ELKI"
n� NERLTn W�sY
I 6-d'�C � 6L.d.
H
a5 � �a��
�
hbicr�l
SHEA
Butln Se�m
IM lbile Sliln SV��1
W n�u0o��. YM pp�pf
R�fl 1n-zz5r v�mm
0111 UF]BM �n
�WNER (SELLER)
JEBCA INC.
PROJECT TITLE
EAST SIDE POLICE
TEAM FACILITY
ST,PAUL, MN
SHEET TI�LE
SITE PLAN
�,�„ a� _,..,lrr_
aEC�eu m _
neM uvrn�x �
ixEeEmttenri�xu�mtruM+r[�nennow
a� �Eroer �oi r�Eramm � u[ v� u�� ur
tlllFtl lWt�YLipY �MO FMI I�Y /. WLY
�FN/IfI1F01pGU1fLl VXOFA itlF IAW N IW
SfI1E0[YIXXES0111 --
Mif -_P[BN01)Y!1
5[Aff 1'+ 20'-0'
n�iF _ 13 SE('fE1.EEq igd5
[o�uM MO Sg15W
PEVISIOMS
AflGNIiECTS, INC
DD• 1
�
t
1
�
,
�
i
,
,
,
'
1
�
'
'
'
�
'
■
�
�
�
�'
�
A
PPRKNG
' :� � � � �� I I
-• �� ��!■ ■ I r■ �� I
'':� '� � � � I
L_ ...._..-_._
• • �
�
!_ �ii �� �f" �
�
�� I � � � I � h � � �� � �� � � �I I i
- b.s,m. ,mmee�oa� ��re�en � �
��� �x57 1RF.IJLH DftAN 70 REMAN
II
II I �a.ao ro
II prq �
II I I � I r --xslAU.�nxw I �ReYPeN11M5 _. I I
rr�i it rr�i �r��
� � � i �
r � � � �4
�
i� i,
�
rr�i ir�� �rji �r%
_ i i i �
_ ,� —�`�
' �,
erxnnt �q{
� �
rl
�� I I
� IJ
i � �.`
"�"� � �€ �
�. —�
� � �.
�
LC�Y '
�
1/ V l � �\ L I J � I�^` i- �- � C �
i �
l� � 1 t ��.
������ r - i �
_, ,_ ,�
��� � ��� ��� ` C�
� � �
�> r--� --, �
���� -' �,�'. ���� .
�� � __' [ _-_ - �,
� �� �����
� , ��- ra�„���( - L.
Ip
cr , �� _ f A� _ .
����„������.
i �—_�--
�,
�, �
� �
� �
� � b � ��
� ,�,. �, �
� �
(�IR� r .a.eo
� I IB / IVVM M
V
.-w�.'�r I � "'a"�' L
��
wMawr ..w I
w��utY PoI ` ��
� � � �
uuver I
�cruruiiwa� I
i
� r�
�r ;
�
2a cHSn �
- vi
-� � --
� '
, �.�.
--, ' --
�:��.�_ ��■� u ■�,�
..��n=::����..'►.�� �'°:I�
:,.• ♦
�:. �:�.�..�:°��
�
�
24
��PARIOPG STALC6 —
EN'.
� cr.
� ��
TC
GT GT.
1 �'
�
� �
� �
rfT � l r-1 T�y fT "� 4 r - T _•
� ���o' ~o� -; �o r� ' 1; ro' i
i i 1 �, �.� t1.�lJ r__i'
i Ir� v p3 r �� � r � I , {
LLL_��+ • _1_�� t-.I .-
����� �{aLal� f O
r. r��r�� .� • •� �' �i���i� r__�
�� i{ I 1 1! i �/ 1; �.� 1 1 1 f� �. 1 Y �� � -
L__fii{ J �11F J ����� F����
�__ Y,__ �__ tl.�._� �__ �
F--�-141-�__i F--�-I+I-�-�i Q
i -- iif4r - �l uvn .
i; �iiii��: �1 ��iiii� �� r TT k��}
l� L�1�J aJ � ��
�� E- �-_�� _, - ��
�
�
� � �
n�u. 5 ev eurert.
(FORNrtLRE 5 SnONN DA5nED)
I I I
wAU. KEY •
� u,�....d.,..�..
r—� n�mmw�.,�
� .�rxnw.we+oaeraca
� � �.«�.�a�m.�
� Nwrcrwmoroneoaure�vov::m�e
�
s�
NI
��-���
wrutrom�x
i --- - -------�
� I
_ _ _ _ ey�mromww _ _
°`.y,�Ss'�
i�a . �
O O
FLOORDftAN -! LPLAM TRAP
p- - - - - - -
vsnn o�,v� ro ai.w
;-�---
I ppiNfPXR6lORXJN
( .cmfOCyaqry [TfAex
tl9
�
�wzwemro —
L'NL� b�
� Ri1mY4'I.a(l11�!
CpRINGi
MlNCRbwiMNl
- lSAM1CIU�+�KCN
y� +m
w �
9e
SHEA
�.�..,..,�.
����
���
���.�.
���.
OWNER fSELLER)
��. ��..
PROJECT TITLE
EAST SIDE POLICE
TEAM FACIUTY
ST. PAUL, UM.
SHEET 717LE
c�trs�ucrior�
�
OPAVRI 6Y� �
aCa� Bn
iEMI CMfA1!
'a�s,�.t� a
w r a uM w wsr alenr9�
,� �., �.,. �.
N �WI M R�IF �
aie �ea w vss
�� �• . ��
wrt� a eera� oai
mu uo aenm
av5us�
ARCNITECT/,INC
DD• 2
r —
I
I
��
��
I �
I �I
��
SHEA
,� �.. �,� �,
����
�w�
� �.�, �.
���
OWNER [SELLER)
.EBCO IWC.
EI,EVATION AT CAMNdWffY RM. KffGFIENETTC
3/8 - I
� EILVATION A7 COMMIINRY RM •104
3/8' - I'-O'
� ELEVATbN Ai LOFFEE RM.
3/8' - I'-0'
�jl ELCVATI�N AT M/d, RM.
3/8' . �•_�- .. _
PROJECT TITLE
EAST SIOE POLICE
TEAM FACILITY
�� ROU. GALL RM. WLST WAU. �\ ROU. GAU. RM. EAST WAU.
3/8' - I'-0" 3/8' • I'-0'
�r�rica. •c• wrr�ow
3/8' • f-0'
wr e v.esr vtu�
dXML d
� nre,v. ro• wr�rnm
3/8' • I'-0"
EI.EVATION AT U1NGH RM �p9 �SEGTK7N DETAY, �1 EL�YATI_ON A7 ORIGCR RM 1p5
3/B' • f-0' 9/8' • f-0' 9/B' - f-0'
uar e swM w.w. roi
e wezT w.0 w
e ucr ri,u, m
�1 TYPYAI. "A' WdJDOW
3/8' - f-0'
�n1 EXTERi�R EIEVATION AT An L Ab WS�ONS
3/8' - I'-0'
SHEET TITLE
ELEVATIONS
�� �. �
oea� er�
ir�w cvru�
e.n 'a w m
&'ME' L!' . Ta'
MR� O �I�e91 fY6
CUM w� xam
RV6106�
R II�TE,IIIC
DD•3
w ceF �v m uanx wru
d.KRV P`lASi MNl
wr e zom� wru m
e wr wua m
N4Cr. LP0 NJllll WNA.
7YfY.a. '8� 1VN�OVY
3/8' • I'-0'
•ti• MP.^M • N • M1C�V
WflNX�11WALLLLT ' IMlNMIMWVlOT
�LFlt IGYIiiC.M l aM1
(f NlWLl ✓n5
, —
�
'
'
i
'
,
'
,
,
�
,
�
�
,
'
'
1
t
�5��a
SHEA
�,.�..�..�,.
ao wrli s.n ur
MrWd� W SS'0!
!Pl SPLbT qv�
!tl �IG2Y]C Yx
OWNER (SELLERI
.�CO INC.
PROJECT TITLE
EAST SIOE POLICE
TE�M FACILITY
ST. PAIL, NN
SHEET TITLE
Sf�II.ES
a.w., �, s.
� �, —
n..� �w.
� � w 'ar'�,v."x'.wm
�i �u�mi n
WpJ}A
YT 1�116 !
M/1[� Kl 6LN!
are� e net�en �coe
m,�t w aem
Rvmna
�i E rs, Nc
DD•4
�
�
'
'
'
�
'
�
�
�
,
�
'
'
'
'
�
�
I
�
2]G
• v,rv^,
Ti s
.- -.---
' �
' i
I I i
i
' I
i ,
nac �srz ma
�-�
-;-, _
� � ��
' ! i i
� 'i' �f.a..i' �iAU C
I
I I
� � �
i
� `
saur nem.o mrn
��PA�9�F��IEmi FFEa10R °AFKOyC
yh� ( i l �
4sm �e9
Ik1NC° OPNN
�� F' -�.
�(� I-�� � R �' �� �
�.�
�- -' F �
�: �„u �
�, �
� I I-� � � �'il
L' ��
„nou.r � �
' ro��
� ��� 4 3 I t
\� �b.'� q� i q�
, <�,
��, 4.:a�+u� �..,v��rv� �
��L"cA�-Rk �'L.�;J�-� / -
ff3 \ HOR `:t,L���GOIA '-`
�cckr�.00R [ �, i�
�-� � zi � ,�, � � ,
,� I
I
NOMEIJ i
�� �
III . 4'J (,�JFS � �--�
� '15`LL'.
�� I
� I
q
' � � , �� � I � ' � � �
I �
'r.�,�ar.�rnir i.; li L�� ; i I �.� �
I � � { � a 1 �o , i ac �n �
,. .. ; (� I t_i (� � � �� � � � �{ f
� � A I %�E>IS LOCnEH ft00�1
- � �� (��� 1':fl I!)LWdS
„� �F
r�orc�nce � ' �. ��
cr c*
�z__ : � I� � � � ;� /
r� � _�, �
II
� � t�
'���- l�� \
� �.
�_ _ ci cr � �
,�T__"rR P " 4 � r.. , .
� , �
co�riuc+� �,,,� �.
- -- V � C 77.�'� �i.r: \ i
�� d, f 1 MPY � . i 124I _ i7
_ _. g c _ 6 °"w'"'""".��
' �m d ' 1�1 LR/ ��
� ' C <s� r �� O
vFCiiPN F� I T� �. �_ I W f �- 'w� t
� to, �'� � / o; I',�S � 4 � �
o.� . F-.� ,P.�r.Y�. f ,�� I � --��
,. I � • ��o[3er �� � i i!�I , � ��ttPnki
. ' ic�� � . - �\ (� � > >a3
��.��> � � ^r,e��noa � �
� `,A � .. / ' - ''.' J-0 oi �
_ � _ r.�� sErtctrs�
� ,.�, i �, �A � i J9 � (� � a��l <.x
w.�r��� � �.�m,� � � d �Y , � � t'�. � _ �
�c..mn '' IDtl A�a-NJ � LItUi � �� ������ � } �J ...., �
'I . � ..-1 T I�.. �
Pwxl k,.,,a [_??ij
i W i p�CVMAP10E �� �
ROPP1
r�n.r
1IDl�YfA fltll �
�I
KEY NOTES
O i pSTM1 M M.Yf MWS N HfM MYf WN1fCi qYlf6 l0
o s� �'�p m� ix�DSCw�"cc w�us
zOxnr.s� n�siv+e ir euwme swu awra
O c.w orr wo .arnoor1 no mmw �musm svmrxr Smnc¢.
O i oisnnc swrtwr o�wc mn
++wm' I � 28I :�i LUCktki
i
�`
i , �y �u
� 11 1'"1 ��
�I
C0R200R
160
...� ��
�
� t3FiFj
����-rr3�
� It:VhSiIGPi0R5
; 131�
:tv[�'
5- �08�
�� +
�
'
� 1 P 5�4.5
-�
-- SHEA
� � BuHer Squar0. Sdte 650C
u
10p NartM1 Sizlh Street
� il � Ninneopoih, MN 55403
� (6I2j 339-2257 P�e
� (612) 349-293(7 fax
iji
�
a71 CtN
. a.r.r r+.. r.
u�e �r+na s a
�r.. w. n w.
I! w�s wro �
— OWNER (SELLER)
� ' JEBCO GROUP INC.
{I'�� 'i I �''i I'I' i, ''��'�, I i �� 360 N. ROBER7 ST.
� SUITE 700
SAINT PAUL, MN
SFCUPr �r�hU F "TOPnGC
13 �
a
ruruac ornc�
1 51
1 MECNANICAL PLAN
M`� 1 / 8 ' - 7 ' -0 '
��'� �
bnm
� ; I �
� �i_--___�__
Rti0'C Ya`ACC
rL
��a l � �>
� 6Y fYN
9 OR I;f L FiAM IiAf
�F PROJECT
i�l EAST SIDE POLiCE
� � TEAM FACILI7Y
� ,� _� ST. PAUL, MN
YGI �
MLC�ia1.IIC 1
15
MECHANICAL PLAN
DD PNASE
� xe110Y rnlfer 1�uI 1Nf ivx. fr[pKAtqll
M ROM MS M1IPIIIW C( 1& M IIIGIt W
� iJlCGRLR V �lR�l1E�4�3 K M
n,NE a wmuwrw
dl[ RFG M Iab��
SLNE� t/6 . P-p
OATE: 13 9eptember 1991
CONM. N0. 0000.00
RENSIONS:
'� AHCNITECT8,INC
"°�' M • 2
t
�
,
'
'
'
'
'
1
'
'
,
'
'
'
1
'
1
1
�F_
i ��i��
�
�0.�-�
1 O � � ��
t
I I � I�
r
�T 0 �� 1 '
�
H 'f' H
L l` r �,��-"1
5"� �L E:��
��� �r�
. � � r I . y
„
I �oel
u'i
I
�
�
E
�
=0 �
GJRrv�00R
E � 'iJ
v
U
' Yy9�i�
rF�
, � � `�
�a� �
�vu �r�..� ��� vv:.�� �
-�'4^�"�.i 4�0� " �
' L'o .1 c ` , �' i �l L'°J
1� E I �a � .w. C :�
o ,! a� o �, ro
�
I
i �
%\,� 1
0
�
� E
u
❑°
�'GPPd)JP
� -,
/
� ��
Fr'."n�:n^ §�Ia�.S
i
� � cNirn Pi,�261niC
agl
��
ll
� I ii �
l i I ,
i I
�
� I'
i�
IBI E
u
�
�9 ���.. ..�0
� � q�—�
� ��
L_— _ —
�—� ��
� __ — __—
�'d58Yl�i F ��
� � 'J
�_ �
5 �-� - — �� —
� � ' ' ���� � '��r � � .
I I
i
I �,� � - � I r, I �, +
��j .� . 1 � ' �� � � � .] �
�� I ( � � �
� !0 i :il .i�� �t I� L-� �I ' ,
��� V{V�"L LOC�WiOpM O g 0 O 1
- rz�� ��i �ockrr� I
�,.�..
I- �•cr C' o z rasrmc siu�s
� e �� � � Y � "
7
, "� 0
��� � �- . ��,
� .r " � �� . � i I:_I
a /�,'w"W i-\ , e - '- - �
i ��u � e cor+ c
_' � �i ,l �.in�, e �
3 F e' I <I -g� 1Z3� �l
, ,�; , a .r ' p ,� ��� 0 � F+ b , � ,
� -� - � ,�-�-.�'� � �ra,� L , - '� 1e. ' `e'�� 0 0 0
; v�sr��O • i R�� �c� e ,�'. �,� r � � o � � �
� � ° �1 ' H LO133 � � . _�� 0 'EJ � " — ���. �KC�'Ozl
- � . • �� °— I � _�19
� _ o � - � � � " �
�, • �1�
i i - �� _ . D��or�a�oo� 0 S �
��� �� i � ' �� E tig �c
�'a• °C l 5' AN I
I � � —3 1 � � NI I I '' I
i � �` � 'I u
❑onra �
h8 f s�' r 1 tJl. S e � �
�-1-� �� � � � I � � (}�} I
ry �I I I E
� -i \O�-'_� L . — �
\ �
�'� � E C g� I��� 0
0 0 .rn 5'J . � — ❑
� I �� � � � , �
.0 0 0 � Q �
3 °
f_= li `if3 �
��--�� �}�� r� �i�ri_iRC Of!'irC "
O I- I !-lL . L�
�q i"I:ESiIGFtOHS �
-� � I.S1!
3 �.�F�: '�-�� n
a
� � �� �. .,i = ii1� �` Q
�� � Q�_,I i
0 0 0 � o • o! �o� . - � �p
, o �_ �.
e I `J A � —�,
�_ � � �s] � - ��..�� .d�
�'1�.,�� � =.uc�; � � �� � �� �• � �I'�
GENERAL ELECTRICAL NOTES
A w n'n �u�m�x s��wvm r�a u uauw" m�'n mc w� vc �s
WMICF FRCM (➢�� ML PIEV�FNCI LIGMIX6 SIMl1 SN41 � fIKNPQlS' fAOY V-2 IXM
SPECIFIC ELECTRICAI NOTES
� mnm¢ swi eE coxmoum ar nrt aad .xo wwro cEU.
a nmincs woimrtn mrs wrr vwi a w rr,a w-� um x ax a� �ouns � oa
a nnwrs xwcno �ws w�r swu ec rm mw w-�
a ru ovr rmuxes sw�u e[ rEm nau oi-i
5 COXA�CId1 $HVl MON9E iWJ ]O' WR NNIOVmS 'MIII iOLR 3'A �Il�ii YN. SWE N.L T9E iIRT11E1
/NU �ME MST�WICM. BIG[� �III�D �P��lqlP�i�.K MECFSVA! NR �CtlRLLIE ��[AWL�
P.Nplp lOf 41CM11X6 MICY iEm flKY V-I.
O WMRICIq! SNNL PRSIM fpR !' SMP P%iWLS. fY9AT 59K'N n MF XSdEM. PRJMOE CNE .
WPIL% M 16CM.'GE M WIIYIL CNCVR.
�
I�
� u
I I �_= �1Pr �.rf1�Cl f :�i=�
I � , 1591
I � I
I I�\\ � �
NC^.nP6�Ce�
� 1Stl T�
r
��
��
��"!
�,1�5)
t LIGHTING SYSTEM _
E ` Z 1/8 = 1 '- 0 "
�� SHEA
�
��� BWar Sauare, Suile 650C
�ji 10p NorN Sixlh Street
�nneopolis, YN 55l03
� (612) 339-2257 phone
(812) 349-2930 fez
�i
I�
� �IL...VI�
• py p ra� r
� MYr.Wf�MW
«.-m a.w m
OWNER (SELLER)
JEBCO GROUP INC.
360 N. ROBERT ST.
SUITE 700
SAINT PAUL, MN
PROJECT
EAST SIDE POLICE
7EAM FACILITY
ST. PAUL, MN
LIGHTING
DD PHASE
i xcemr avmr iwx Me wa. monu�ox
m uswr wN mw�nm er uc on umu rr
nmis'mm� w�u� nic�u:s� nii
$f/.lE Cf YMES9fA
Mft 1W.Iq. �<N{
SUa£: f/6 . 1•-p
o�re: 1J SeplertMet 1991
CONN. NO. WLU'.W
REN90NS:
'� AACNITEGT8,INC
�' E • 2
�
�
�'.
�
�
�I
f
�
L
1
�
,
C
�
l J
�
,
'
��
G1�Itt
�Q O
ivx
C
sr �
��
�!�
r �
O
O �
T 1 O � � µ�
Qi (q ��? c r/(q xw Kat mm� /�
z0� i/f e w/(s) fa nnM /Ew.++
ap z � »ic.> sro ,� �
�(:) Y c r/(�l ra xon nr.H /rxn
ul vAx[�s sewL a rvrol@Im Flum wm enfi+�mS
1. ]. CR 3 Fdf AS IEqMRID.
1 POWER AND SYSTEMS
E3 �i�' =''
O
Q
� µv
nrz-i d-�
10 I(I/
ccewroa
2 DISTRIBUTION RISER ,
E3 NO SCALE
GENERAL ELECTXICAL NOTES ��
axarnai aru seaac caart x,o ve srd m wu�a vocfn .at xt�naa x�xa rucx swu a rm v�u a_�.
� m u otw.a wm msu[xr saw riwa ca�vr ra cvm
wu ���c vw xcmr�ae � r�oi-�i s�mw v�wi i eae9AFXiumum � mv swi c rm
° �n�w��i so �i' �c s�"a �c�ur s�n Iovrt w�m u ro��iu�m��r�mxm
���,a„� p„�.w,��,������, .�
c vmi.Ae rvss ra ru oRarwecn wcwaw mMra rv»s awi A me wu. �sw.a vrm w�mv.v. �osrm
R 11E IAPo6'! Wi �6MNZf.T MLL MRW. a� Nl R�IMt4 x OMMt MG SWLL R Y.W�ED p 1S YI ND B[ M
SPEqFlC ELECTRICAL NOTES Y N �� � � " �TM� � a �� �� ��� �
O Af 4EWVM P DIIIK M%R Y.tl. wM/L G� NN.CqN Y/K Aw. 4MELIVG A W71 MMW.
Lf YlMY6IL MVA.CIPI. NV.tlf ENYU3I Mi[Y V WPMI I�T AT1K 1U91 F/� VCVA T fE1tW !IM 3-IM1 CM0.CIW p�tlNOM
rannc .mi ruvaw wo .iw w rwau �ew.+ui ca.non As x�nm va w urn mmac x�mowm. W+c .0 uawm
x¢wuveee x me nwvcium. ��mo� via.me,ui,mnow� �uwme rme� rox
0 ��� � na �an �m� ti a ao�or w 10 wuec ae in-m wxw�a mw rie ecu no�w ve au
� rm �rox rvuur � wn �uw�aoar amn ro �-eox rewu e�ivnexvox mec .wo ura
Q i oTrac e-nz �m.c cw awm u aa�w iwuam � m w. .vi mmeo mwmere
ibo. a.0 mma ore �m .«. o.vr ra cw .w as.aasrmo-e � �xa�x v ma .ao v�ou .xo wn« me n�m. ua.n �r+ xo�
w�i v°�wo¢ vxr wcur vax uw nuxvr� aivn w r�w ws ou n cuwa. wum �uxmn wo rowx senfs x arun xmu wxc
rsmrso w� ca[ .vo wn w� mo¢�c�n
g �.� ��,��.� ,�,��a�n��
nmwc w�a �wo ....w n...a a w. mm marc. �wu n.mo.
' av �.��m.c� c�xc uwauexr mm �r ,�eme a..n wro .aw.a wm+campe wu s uutm x arcu now� rw.0
r�amx�aciw c�sc nm uu¢ xi m�r mxs
� m�ua��wuiw� avnxd ° sa rnara
IAT'M IVm KR/.�1M1
q5 - ����
�sHEA
iRUE
�
Butler Squam, SuRe 650C
tOp North Sirtfi Street
Alinnropolis, MN 55403
(612) 339-2257 phone
(612) 349-2930 fax
t71 tCIV
a....�...�..
• .nn�win... �.
11w1M.b MW
W-m4 MHp M
OWNER (SELLER)
JEBCO GROUP INC.
360 N. ROBERT ST.
SUITE 700
SAINT PAUL, MN
PROJECT
EAST SIDE POLICE
TEAM FACILITY
ST. PAUL, MN
POWER AND SYSTEMS
DD PHASE
� .�a .n�.un er�wv w
maec awmHSax wn TM.x �.0 � o�xv
rtcamrau � uwou � ux9 a nc
R.VE Cf WiE40TA
arz RFO. ra. �eSH
�..� ,� - +•—v
ORE 11 Spbrn4s� 1991
COMN. NO rA00.ao
RENSWNS:
AACNITECTB,INC
E • �
95a1G��
ATTAC��VI�NT A
DESIGN
DEVELOPMENT
DO(:UMENPS
EAST SIDE POLICE
TEAM FACILITY
722 Payne Ave.
Saint Paul, MN
PROJECT No. 9507.00
CTT'Y OF SAINT PAUL
SAINT PAUL POLICE DEPARTMENT
100 E. 11 Street
Prepared by:
LIEP, Facility Planing and Design
350 Saint Peter Street, Suite 300
Saint Paul, MN 55102-1510
266-9090 Fas:266-9099
95-�083
DESIGN
DEVELOPMENT
DOCUMENTS
EAST TEAM
POLICE FACII.ITIY
DOCUMENT INDEX
Part I Purchase of Existing Facility "As Built Out" Proposal, dated 8/31/93
Part IT Agreed upon modifications of the °As Built Out" Proposal.
Part III Agreed upon modificarions as a result of the Seller - Buyer negotiations
between between April 26 and August 21, 1995.
Part IV Build out 5pecifications as contained in the Buyer's Original Rquest for
Proposal
Part V Design Development Drawings:
Exterior Perspective (llx17)
DDl Site Plan
DD2 Floor Plan
DD3 Cabinet and Window Frame Elevations
(Autocad Re1.12 drawing files are available for sheets DDl-DD3)
95
�
Groupinc.
Real Estate - Investment
Finance
Management
Development
360 N. Robert Street, Suite 700
Saint Paul, Minnesota 55701
(612} 222-3081
;612) 222-3085 FAX
�°Qi:°St =01 ?YOpOSd_'
?vo. Rr? - 14964-3
..�st �e�m ?oiice S�atioa
St. Paui, ?^,N
?urc^ase oi �xisting ?aciiity
"As Bui i t O�;t"
95-1083
T• I^LSRt
?ursua^.� �o _... .eac=s� :^ade ;_. .__e Ci�y o� St. _��_ �°�;
�state �ivisio.^_'s� '_et�er c� Seg*em'ner °. '_493. J we ^eve
_e�zred = _ po�- revi=w a _c�osai :or an "as ..�__� o::t
"ac�i:�y fcr t_^.= �as� _ea:^ ~ S�a=_cr• ---=s prcacsat stzi_
ce��e^:�la±=s �he _^arove•;:=^'ts *_o �� ce�str::c�ed __. �__� i22
Buiic=ng, 722 ?ayre AvenLe Gt. P2i:� *'=.^.^esc'ta.
;N°_ AYOD^vS° r0 CO^SL�ACL L_^..0 _'T`DYOpomav�:5 _....,.""y� O:
`^e ?=cpose3 'ioc_� ?�an �P_1 dz'ted 8/31J93, '
��_ _
as _�o�ec_ � a_^.d t:e swec:.�_czi;o^s i�e_^.�i�_ed as
=X^�D�± n �'Z n cDBCl:'_C . REQill?"E'.P,�^tS� 'aC�'B _ `"
� ^ � C:.;C.^_
'_2. 3oc� a:° _�ciuced =^er°wit_. as �x_^.ibi_s • a:d �•3�•
resgec't,vely.
?L':SL'2IIL LD C15CllS510IIS W7.±11 =8�:°52PL2`_1V°S .._ .�OL: *�°
City Desig.^. stafi and t^e ?olice Depa:'t:*:e:�t, some
c:ariiicatio_^.s are r=^��;�=d Lo deter.^.:;^� w�at is an3 wnat is
,,._ _ _
not included i_^. our �roaosai.
_. e.^.is i.^.cind=d: 3xterio_
i. Existing er�=ricr wi^cews are :o be rer:.cvec ar.d ±�e
oa°ninas wili �e bricked c?cse.
�. �'L'.2 D'arl':1.^_Cj !Ct Wll= bE' COIP,D-ECE'i �25�,:.YL�C2C h�±:? c:^cW
asa:a:_:ra± a^d s�riped. A guarc rai_ w?__ �_ �^.sta=:>d
a:or.g tre Pay.^.e P.venue siaewalt.
3. .he esisring iuei oil ±a^k :�;:-ied ;_. t:e par:i:: g:a= cai: �
be re;novea pricr to :epa�.�:.^.a t�e _o:.
4, =^e =xcerior o= c^e nuz:....g wi:_ He �ai_^.,._.,.
5. A new -oc� aec� a�c membrane sys�=m wili be _^s±a�?ed
ocer =_^_e =ntire buiiding.
I'ter.;s inciudec: I^terier
_. Ai� entry ecors _^to �^_ ��.:i?di^g wi L..� Yeg:acec.
2. A^ew er'r.Gust syste!� wiii be iastalled in ±%:e aerzce
zroz - -
3. m':= garage wa�'_s a�c ..,�='-r.g w==1 �e pai^�ec.
- 1-
4�-�0��
G -nc ar� o wi:. r=ceive :ew f:'wO�ESCEr± _'n+ir �rG tiow
. _ 4�--5- ' ig..,._._g
steam u^ii ^eaters.
.. ='.^.e =xist::g s�eam �oi�er ar.d ..istri�u�ion sys�=:^. w=:-
:emzi.^. as �?;e :r,ain scurce cf �ea�iag.
6. ---., exist��g :1/C e��iamert wil: a= r�.,.ev=d a�� ..=w
recf*_c� A(C u.^.its witn economizers wii: ::s�a�iea
ati_izing ,.^e =xistirg cuct distribution sys:e:*.i.
7. P.1_ existing offic= im.groveme^.ts wiii �= ce*..^.c:is^ec and
zii ^.ew =:^provemeats accordi^g to 't_^.e pia^s __^.c specs
will be instalied.
8. A!? �ew oifice ?igrii^g wi?1 �_ ?8 tech.^.eiogy.
9. All asbes'tos pine i.^.sulatioa wi11 be repaired a^d mar.aged
in �?ace as nec<ssary to cempiy wi'*_h appiicabie health
rules.
_0. ?rovide and install a:ew 20 Rid emergency e:ectrica�
qenerator.
11. ?erimeter drywall z_^.d ir_sulation *_o deck (23 ft. ::igr).
All irterior walis to 10' A.F.r. Ali i^tericr c�ai!s wi:1
be sound ir.suiat=c.
12. Ceramic ti?e wair.scot walls ir. toile` rooms. �w._ ^eigh:
c=ran:ic tile walis in showers and loc:�=: rooms.
Exciusions: As per instruction, the foliew 1}2^:S have
;�een excluded.
i. No parking 1ot liqnting is ir.ciuded i*� taic pr000sai.
2. No �e.^.c_�g is i.^.ci.:ded.
3. The secor.d 0.:?. door en the rorth wzi_ ^as been exci�dec.
W:i�e this is ^o� a cem:plete listi.^.g of zi1 _°m°^}s
�rc:uded in onr proposa?, it coes qive an zccurzte picture ci
±:,° 5C0�° CS WO:'K W° ZII±1C1�2L° 1..C� ;:C1^C� c1 WO'1� ��° ::2�A�'
to refi�e t?:ese numbers as more detai!s anci stiecifics become
avai�abie.
-2-
95
?�4rchase ?_ice:
�YJ..�CS�� �Jvi���S� +�Z�C�. S�/���?.�JJ.Jv
�^2 ul}:1C^ �^2 YL`^CrE� �1C��y :'.^,O�Sd^G vC1:2=5
Cash ai c:osi^g.
'� GL'�:^Q VC1°_' :°_ViEW 8?:Y 1 °SL10^S O'_" CO:.^,1T:2_^.�S c=?5° :2Q��G'_.^.�
.,_.:S �YO^C521 � D:°$S° =°°1 �_..... T_C COIILcC� i:?° 2L ZZL'?OH� .
Sir.cerely,
J33r -?OU�, i?�'C.
;� . _
� ��� x/ �C��tii'r C«�-'
�c���
David ??, Spili :aa
o��_o�± ?.+arager
D:'_S/'.r'as
- 3-
�
�
�
�
�
�
F�
�
�
�
�
�
Exhibit "B"
EXHIBIT "E-2"
SPECIFIC BUILDOUT REQUIREMENTS
Page 1 of 12
95-10$�
The LESSOR, at its own cost and expense, shall build out leased premises according to the
concerns espressed herein, and to the space plans which shall be prepared by
. Construction shall begin within 30 days of the time LESSOR receives signed
and appmved documents (specifications and plans.)
COMMON AREA BUILDING IMPROVEA4ENI'S
Prior to commencement of the lease, I.ESSOR shali provide, at iu own cost and expense, the
foliowing building improvements:
1. Access to the leased premises (corridors, foyers, etc.) shall be clean, as direct as possible for
safe simple traffic flow and fully handicap accessible.
2. Common Area rest rooms shall be updated to present a clean attractive and fully accessible
image.
3. Signage to the leased premises shall be displayed in such manner as to cleariy indicate the
Iocation of the LESSEE'S offices.
4. Access to the leased area must be controlled for security reasons. Access to stainvells and
elevators must be iimited after business hours. However, the buiiding must also be accessible to
selected staff 24 hours a day, 7 days a week.
5. There must be adequate provisions to park vehicles while.transporting materials and
equipment to or from the leased premises. Vendors must be able to deliver large items easily.
LEASED PREMISES BUILDOUT IMPROVEMENTS
PRELIMiNARY SCOPE OF WORK
� In addition to the schematic design, the following buildout requirements shai] be reflected in the
pians and specifications of the contract dacuments. "I he specified sections may include sections or
work that is not appiicable to the building or site being proposed. Use the appiicable sections.
�
1
�
LEASED PREMISES Leased premises shall have some private o�ces and some open workstation
areas. The LESSEE may have Herman-Miiler electrified work stations.
DIVTSION 1 - GENERAL REOUIREMEN'I'S
Section 01000 - General
` All work will be done in accordance with Industry standards and will be in accordance with all
state and local codes.
` The Contractor must schedule his work to allow for the security of the building and occupied
spaces (if any) throughout the period of construction.
` The Contractor wili be responsible for cleanup and disposa] of all refuse resulting from
demolition, construction, etc.
�
EXHIBIT "E-2"
SPECIFIC BUILDOUT REQUIREMEN7S
Page 2 of 12
DIVISION 2 - SITE WORK
Section 02050 - Demolition -if anDlicable
` Remove all masonry, walls, floors, ceilings, finishes etc. as indicated or required by the new
work shown on the drawings.
Section 02100 - 5ite Pre�aration
` Remove and relocate any structures, remove above grade and below grade improvements, and
remove growth and vegetation at site.
Section 02200 - Earthwork
' Excavating, placing, stabilizing, and compacting earth at the site; including the addition of
bonow and disposal of excavated material.
Section 02513 - Asphaltic Concrete Pavine
` Walk and Parking Paving, as shown.
` Base course, Mn DOT 2211, Class 5 aggregate Bituminous binder course, Mn Dot 2331, BA-2
aggregate wearing course, Mn Dot 2341.
' Stripping. .
Section 02800 - Site Im�rovements
` Fences, uaffic and parking control barriers, and signs. Install all improvements as require� by
Site Plan Review.
Section 02900 - Landscaping
` Lawns, trees, shrubs, ground cover; including soil preparation and finish grading involving
topsoil.
DIVISION 3 - COI�'CRETE
Section 03300 - Casbin-place Concrete
�5--1083 �
�
�:
= Bars, ASTM A615, Grade 60.
s Mesh, ASTM A185
` Concrete, ASTM C94, 4000 psi, 3/4" maximum size aggregate, exterior exposure air entrained.
Interior slabs troweled. Exterior broom finish.
EXHIBIT "E-2"
SPEC(F1C BU(LDOUT REQUIREMENTS 9�j -- �, Q�j �
Page 3 of 12
DIVISION 4 - MASONRY
Section 04200 - Unit Masonrv
' Mortar, ASTM C270, Type S, no color.
' Concrete block, ASTM C90, Grade N, Type 1.
' Wall reinforcing, Truss Type, wire conforms to ASTM A80.
` Brick, SW of a type deiermined by Architect and approved by Owner. All masonry laid running
bond.
DIVISION 6• WOOD Ai\TD PI.,�STICS
Section 46100 - Rough Carpentrv
' Structural grade lumber at stairways or steei and concrete.
� Blocking and curbs on roof, Pressure Treated, water-borne preservative.^
' Wood closures, CAX grade.
Section 06200 - Finish Carpentrv
' Casework: AWI "C�stom" grade, plain sliced red oak exposed pares; counter tops for casework,
]aminated plastic.
' Benches for locker rooms, clear maple.
DIVISION 7 - THERMAL .�'YD �tOTSTURE PROTECTION
Seclion 07210 - Buildin� Insalation
` Perimeter insulation, Fed. Soec. HH-1-S24C Type II, 1.5 pounds per cubic ioot, R=6S.
� Thermal insulation in walls,�R=23.4; roof R=16.b7. Vapor barrier, b mil polyethylene.
Section 07510 - Bitvminovs RoofinQ
` 4 ply Qwens/Corning built-up roof, over 2" polyisocyanurate and fiber�lass insulation.
Aluminize�, non-fibez surface or ;ravel.
Section 07600 - Fiashing and Sheet'vtetal
' Metal roof edges, counterflas�'�ing, etc., 24 gauge, gaivanized steei, fluoro-polymer type factory
applied finish.
Section 07900 - SkvliEhts
' Preformed metal-framed s;cyli;ht assemblies with glass glazing.
EXHIBIT "E-2"
SPEC{F{C BUILDOUT REC�UIREMENTS
Page 4 of 12
Section 07900 - Seaiants
' Sealant conforms to Fed. Spec. TT-S-002306, Type II, Class A.
' Sonolastic NPl or sikaflex la, or Pecora Dynatrol 1.
` Sonofoam, ethafoam, or polycel backer rod.
` Sealant colors to match adjacent materials or as approved otherwise by Architect.
DiVISION 8- DOORS A1�D WINDOWS
Section 08110 - Metal Door and Frames
` Doors with steel faces and steel vertical spacers welded to both faces. Doors filled with
insulation. Exterior doors with 16 gauge faces. Interior doors with 18 gauge faces.
' Frames unit type with welded corners. Exterior frames 14 gauge. Interior frames 16 gauge.
` Doors and frames factory prime painted.
Section 08210 - Ffush Wood Doors
' N.W.M.A. Industry Standard I.S. 1-78, Type I bond, Premium Grade, Red Oak Veneers, piain
slaced, book matched.
Section 08300 - Special Doors
` Sliding closet doors of N.W.M.A. I.S. 1-78, Type I bond, Premium Grade, Red Oak Veneers,
plain sliced, book matched.
` Sectional Overhead doors, galvanized, corrosion-resistant embossed sheet steel, .016" thickness,
with continuous foamed-in-place polyurethane insulation.
Section 48650 - Special Windows
` Thermal Break Aluminum Frames with insulated, security glass in windows or openings
designated by Owner.
Section 08700 - Finisfi Hardware
` Painted steel, BB butt hinges for entrance doors; prime painted steel elsewhere. Mortise type
]ever handled lock sets with cylinders to match master keying. Dull chrome finish on locks and
miscelianeous.
Section 08800 - Glazing
�
��-zos� i
�
�
' Exterior windows, 1J2" insulating glass, bronze reflective, security glazing, with Low E coating,
Clear glass at all interior applications.
Wallboazd shaIl conform to AST�VI C36 thickness as shown or �J8 ii not s�own.
Steel studs drywall tvge � gau2e. Wallboard all sc:ew attached.
DIVISION 9 - Fi.VZSHES
�ection 092�0 - Gvosam Waliboard
EXHIB4T "E-2"
SPECIFIC BUiLDOUT REQUIREMENTS
Page 5 of 12
Joints taoed and filled; screw heads filIed and sanded.
The Conuactor shall patcb as required all plaster or gypsum
demolition with the appropriate matching material.
All new construction shall consist of � j8" F.R. gypsum board on
as required and finished to match adjacent existing suriaces.
All new or existing plaster and wpsum board s�ail be prepared
R5-1Q83
board suriaces distumed by
me:al studs or Furring strips
to receive a new paint finish.
SecLion 09310 • Ceramic Tile
�'
.�
:�"
_.
All rile s`andard Cade, per TCA 137.1-?9i6.
Floors, 1" X 1" mosaics. Walls, 4-1/4" X 4-1/�" Qiazed. Base, cove mosaics, 4" high.
Shower floors and drying areas, non-slip type ale. Se� floor tile per Tii�`ouncil Method Fll�
and ANSI Specincation A108�. Set wall tile per �fe:hod W212 and AI3SI SQecincation A108.�.
Section 09330 - Ouarrv Tiie
Quarry tile and base shall be American Olean. Quarry tile shail be thin set in an epmry mortar
bed both verticaily and horizontally, and ;routed with "Hydorment Joint Filler" of a color as
selected by the Architect.
Section 09510 - �cousiical Ceilings
' Exposed ;rid with 2' X 4' lav-in panels, =issarea pattern, �/8" thick unless othe:wise shown.
Pane?s white. Grid white, painted.
SecYion 09650 - Resilient Floorin�
Vinyi composition tile, 12" X 12" and 1/8" thic?c, standard comme:cial zolors and patterns as
se3etied_ InstalI with mastic adhes;ve to conc:ete floor sIabs. Vinyi base, ?" hig�, top-set, cove
type, color as seIected.
Section 09680 - Carpet
` Nvion tufted-type carpet, 28 ounce pez square yard face yarn, static control. Direrc glue-down
without pad.
Section 09900 - Paintin�
3nte:ior: Per Room Finish Schedule and as specined. Bloc?< fiiler and two coats semi-gloss
paint on concrete block walls_ Two coau sadn paint on eypsum wallboard walls_ Two coats flat
paint on cailings except prme and two coau of 2-pan epos;r paint whe: e scneduled. Stain and
two coats vamish on interior waod doors and rails.
Exterior: Exterior doors, touch up shop coat and two coat5 aIkyd-type ;loss enamel.
EXHIBIT "E-2"
SPECIFIC BUILDOUT REQUIREMENTS
Page 6 of 12
�
95-10�3�
��
M,�TERIALS AND FIiVZSH SCHEDI:LES
Floors
' Carpet througnout with exception of entry ways, toilet rooms, locker and exercise rooms.
' Quarry tile in entry ways and lobby. Ceramic tile in all toilet rooms, and shower areas.
' Vinyl comDOSition uIe on inter,'or stair treads and rise;s, lunca room, exercise room and secure
storage. Concrete floors in basement mechanical room(s), s�oraee room(s).
Base
` Vinyl at carpet and VCI' iloors.
` Quarry tile at quary tile floors.
` Ceramic tile at ceramic wa11s.
' No base at concre:e floors.
Wa31s
�
` Painted gypsum board (�i8") or plaster on walis and partitions; ceiiings w/o acousticai
treatment in all ofiice areas except secure interview and storase rooms. Sec�re rooms shall
have 5/8" gypsum board over 3J4" p3ywood fastened to studs on walls and ceilings.
' Painied plaster on walls and ceiling m toi3et rooms above the ceramic tile wainscot on the walis
and floor. Shower areas shall have full height ce:amic tile walls and floor.
` Painted concrete block or gypsum board walls in mechanical and stora'e rooms dependin� on
the type of construction. �
Ceilin s
' acoustical ule wzth textured desi�n in suspended metal ceiling system in all are2s, except: entry
ways, toilet and shower rooms, mechanical rooms, secure areas and s.orage rooms.
' Plaster ceilings in toilet rooms and shower areas. GyPsum board over plywood in secure areas.
No ceiling materiais required in mechanical and �enerai storage rooms.
DI4TSION 10 • SPEC3ALTIES
Section i0100 - Chalkboards and Tackboards
' White marker boards with anodized aluminum frames and cnalk uays. Tackboard units similar.
SecTion 10160 - ToileY Partitions
` Steei, floor mounted, headraii braced, baked enamel finisn.
Section 10200 - Louvers
' Extruded a]uminum blades and frames, minimum thickness 0.125". Baked enamel finish.
�
�
�
�
!�
�
!
�
�
lJ
i
�
!
i
�
EXHIBIT "E-2"
� SPECIFIC BUtLDOUT RE(�UIREMENTS
Page 7 of 12
��
�
�
�
�
�
�
�:
� x .
�y
�
r
X ..
�
�
I
S�ection 10400 - IdentifvinQ Devices
95-1083
` Required ADA and emergency signage. Within the Leased Premises LESSOR shall provide,
at its own cost and expense, signage providing directions to offices, office room numbers, HC
and emergency evacuation routes.
Section 10500 - Lockers
' Steel lockers, 24" X 24", with sloping tops. Mounted on tile bases. Numbered. Padlocks by
others.
Section 10520 - Fire E�inguisher
' Ten pound, ABC dry powder type unless othenvise shown. Bracket mounted.
Section 10670 - Storag,e Shelving
` Shelving, Service Counter and other Special Buildout Features: The LESSEE shall provide
shelving and counter specifications to the LESSOR during the Construction Document phase
of plan preparation.
Section 10800 - Toilet and Bath Accessories
' Heavy duty, stainless steel. Inciude paper towel dispensers.
DIVISION 11 - EOUIPMENT
Section 11131 - Projection Screen
� Ceiling recessed, roll-down, size as shown. White, non-gloss, mat surface.
DIVISION 12 - FURNISHINGS
�ec[ion 12500 - Window Treatment
' 1" slats - I,evolor or equal at office windows and exterior windows.
DIV ISION 14 - CONVEYING SYSTEMS
$ection 14 200 - Elevator
` Provide elevator to all floors, if leased premises are on more than one level. Car must comply
to ADA and may be a hydraulic unit.
EXH[BIT "E-2"
SRECIFiC BUfLDOUT REQUIREMENTS
Page 8 of 12
DIVISION 15 - MECHAIvICAL
Section 15025 - Selective )emolition (if reauiredl
�ection 15050 - Basic Materials and Methods
1. Scone• This section applies to all the work and materials of the mechanical systems and
requires all materials, equipment, and labor necessary to make a complete and acceptable
mechanical installation as specified and as shown on the drawings.
2. Regulations. Codes, and Standards. Ail workmanship, materials, and equipment shall comply
with all applicable federal, state, and local rules, ordinances, regulations and codes.
3. Shon Drawin�s. shal] be submitted to the Engineer for approval for all equipment and
materials. T'hese shall consist of manufacturer's construction information, wiring diagrams,
curves for pump and fans, and maintenance data, all of which shall be assembled into Operating
Manuals for the Owner.
4. As-Built Drawines. Prepared by Contractor to reflect changes of locations, materials,
configurations, and incorporated into Operating Manuals.
5. Eiectrical Pmvisivns of Mechanical VVork. Provide energy efficient motors, power factor
correction, and wiring in conformance with Electrical Division.
6. Substitution oP Materials and Equipment. Allowed with approval of Engineer only.
7. Identification. Provide labels and markers on piping, duct work, equipment, valves, etc.
Section 15060 - Piping Svstems
1. Potable Water piping in building shall be Schedule 40 galvanized steel or Type L copper.
2. Soil. Waste, and Vent piping in building above grade shall be no-hub cast iron.
3. Heating Water pipe shall be Schedule 40 steel or Type L copper.
4. Testine• All piping shall be pressure tested at pressures and duration meeting or exceeding the
Minnesota State Code and shall be free of leakage.
Section 15250 - Mechanical Insulation
1. Water piping for hot and cold domestic use shall be insulated using molded sectional glass fiber
with factory-applied fire-retarding ali service }acket. Thickness shall be in complianc� with the
State Energy Code.
2. Waste and Vent piping in outside wall chases shall be insulated with 1/2" molded, }acketed
fiberglass.
�
��-lo�� ,
L
��:
�: ,
3. Heating, cooling and intake ducts shall be insulated with jacketed, glass fiber insulation.
1
EXHIBlT "E-2"
j SPEC1FiC Btt{LDOUT REQUIREMENTS
� Page 9 of 12
�
�
�
�
�
�
�
�
�
�
�
�
{
Q�
Section 1530� - Fire Protection
1. Sorinkler heads sha11 be instailed in a11 occupied and storage ceiling spaces.
2. Main sprinkler valve shall have required monitoring sensors.
Section 15406 - Plumbin� Svstems. Fixtures and Trim
1. Water and Fire Protection Service shall be provided from the street service main.
2. Sanitarv Sewer Service shall be provided from the existing street sanitary service.
3. Domestic Ho[ Water. Gas fired heater with recirculating return pumping and timer.
4. Lavatories shall be vitreous china.
5. Water Closets shall be wall hung, siphon jet, flush valve type, with e]ongated rim, and
constructed of vitreous china. —
6. Urinals shall be wa11 hung, manual flush valves, vitreous china.
7. Electric Water Coolers shall be semi-recessed self-contained wall hung type.
8. howers shall be balanced pressure mixing valve type, with energy miser regulator.
9. .Ianitor Slou Receptacles shall be fiberglass construction.
10. All water closet and urinal flushometer vaives shal] be equipped with energy miser valve
adapters, appropriate for water pressure of facility.
Section 15600 - Heating, Ventilating, and Air Conditioning
1. Provide boiler for perimeter heating and a air tempering coii within building ventilation system
for ventilation air. In a leased premise, the LESSOR must design and install an HVAC system
capable of providing a temperature range of 68 to 78 degrees in spite of adverse conditions.
Certain areas of the premises will have a coneentration of machines that both produce high heat
levels, and at the same time are sensitive to that heat. Additionally, where there are high
concentrations of electrical equipment, adequate ventilation (air exchange) is required. The
HVAC shall comply with the ASHRAE standard 62.73 bench mark.
� 2. Air Conditianing Compressor/Condenser equipment equipped with wet bulb economizer will
be air cooled DX type. EER ratings shall be greater than 10. SEER ratings shall be greater
than 10.25. Distnbute supply air in duct work throughout facility and terminate with
appropriate grilles or diffusers.
3. Provide exhaust fans in toilet rooms, locker rooms and elsewhere as required.
Section 15900 - Automatic Temperature Control
1. Provide separate temperature control systems for each floor and f or occupancy zone.
EXHIBIT "E-2"
SPECIFIC BUILDOUT RE(�UIREMENTS
Page 1Q of 12
�ection 15990 - Balancin� and Adjusting
C
9�-x��� '
i. All systems balanced by firm not associated with the Contractor, and certified by AABC or
NEBB.
2. Systems to be balanced include HVAC, supply air and exhaust; domestic hot water.
3. Complete report submitted, necessary conective actions accomplished, and systems re-balanced.
DIVISION 16 - ELECTRICAL
Section 16000 - General Information
` Electrical Characteristics - Equipment and Motors 208V or 240V
Lighting 120/208V, 30, 4W
Genera] Purpose 120/208V, 30, 4W
' Provide labor, materials, equipment and services necessary for the completion of all electrical
work defined under the scope of this project. Scope:
i.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
Electrical Demolition - if required.
Electric Service and Distribution.
Power Generation
Secondary Electrical Equipment
Lighting, receptacles and small power revisions
Fire Alarm System
Telephone System -
Public Address System
Intercom Systems
TV Monitoring System
Motor and Equipment Wiring
' Obtain and pay for all permits and inspections.
� Work shall comply with the following industry standards: IEE, NFPA, NEMA, AI�'SI, and
the latest edition of the NEC.
` Maintenance and operating instructions shall be provided for all equipment and systems.
` 'The entire electrical system shall be guaranteed against defects in material and installation
for a period of one year.
Section 16]00 - Basic Methods and Materiais
` Al] electrical equipment shall be U.L. labeled, where applicable.
` All work shall be performed in accordance with the National Electrical Contractors
Association Standard of Installation.
s All wiring shall be installed in raceway.
1. PVC - Underground, damp locations and exteriot exposed locations.
2. Flexible steel - Connection to motors, light fixtures and vibrating equipment.
3. Electrical Metallic Tubing, Rigid Metal Conduit or Intermediate Metal Conduit - as
applicable to codes.
� _..
��.
�
���r
,
�,.
� «
;"��
:�'.
�--:
�.:
�"_
�
EXHIBIT "E-2"
SPECIFIC BUILDOUT RE(�UIREMENTS
Page 11 of 12
95-1��3
` Outlet boxes - 4" square galvanized steel. FS or FD in damp locations and outdoors.
` All home-runs - 3/4" conduit minimum.
' Conductors -#8AWG, 600 V, THHN copper and smaller for branch circuit and control
wiring. 600V, THW copper for feeders #8AWG and larger. Wiring installed outdoors and
underground sha11 be type XHHW.
` General purpose wiring devices - All 20A rated.
� ' Safety switches - NEMA type HD (Heavy Duty) with rejection type fuse clips where fuses
are to be provided.
, ' All equipment shall be grounded in accordance with the National Electrical Code.
� ` Power factor correction capacitors shall be provided for all motors and motorized equipment
rated 1000 watts or greater which exhibit a power factor of less than 90%.
�
�
�
�
�
Section 16200 - Power Generation
An internal combustion generator shal] be sized for the anticipated emergency lighting and
communication loads for the facility. —
Section 16400 - Service and Distribution
Main distribution board shal] accommodate all anticipated loads and integrate switch-gear
for emergency generator. Branch circuit panel boards shall be bolt-on circuit breaker type.
In addition to normal electrical circuitry for lighting, separate circuits shall be installed for
computers. .
Section 16500 - Lighting
� ` Interior lighting shall consist generally of 3 and/or 4 lamp lay-in fixtures in areas with
removable ceilings. Flush mounted fluorescent fixtures shali be provided in areas with
structural or gypsum board ceilings in secure areas. To accommodate the use of computers
� and to avoid eye strain by computer users, it is essentiai that the space be equipped with
nonglare, energy efficient lighting throughout with light levels to meet ASHRAE Standards
and the City Energy Standards.
� ' Incandescent lighting shall be used only where dimming required.
' Vestibule and exterior lighting shall be H.I.D. type and photocel] controlled.
' Lighting Levels:
Administration f Offices
Corridor/Vestibule
Locker Room/Toilet Rooms
Storage
Exterior
Parking L.ot
�i.
��
='r
�=:�°-
grv; _.
�::
75 FC
15 FC
30 FC
5 FC
FC @ 15'
1 FC
Emergency ]ighting shali be locaied in corridors in accordance with Life Safety Codes.
F�it and emergency lights shall be compact fluorescent. HID ballasts shall be premium
grade, constant wattage. Fluorescent lamps and ballast shall be T-8 technology with
electronic bal]asts.
EXHIBIT "E-2"
SPECIFIC BUILDOUT RE(�UIREMENTS
Page 12 of 12
Section Ib70i1 - Communications
�
95-10�� �
1. Telephone Svstem. Provide a complete new empty outlet box and raceway system as
necessary and required. Provide dedicated equipment room space for the new system. In
a leased premise, the LESSOR shall instail the proper conduit, wiring and c:oset for phone
service to the leased premises. The telephone in the Leased Premises must interface with
tl�e PBX system being installed in the Main Public Safety Building. LESSEE shall pay for
the telephone sets.
2. Cable Drous for Video and Data Equipment. The LESSOR shall at its own cost and
expense instal] at each workstation and/or office, the following types of low voltage wiring:
(i) 10 Base T ethernet wiring from each o�ce and work station to central points of
service;
(2) RS-232 wiring from certain locations on each floor to central points of service;
(3) 3-pair telephone wire (6 total wires) from the Point of Presence on each floor to each
office terminating in (RJ11) telephone jacks;
(4) two coaxial cable installations to be installed by Continental Cablevision at the cost of
the LESSOR and coordinated by the LESSOR'S general contractor:
(a) the Institutional Network (video and data);
(b) The Subscriber Network (video only).
The scope of all work shall be reviewed and approved by agents or employees of the City.
3. Fire Alarm Svstem. Provide a complete new zone annunciator coded, genera] alarm
fire alarm_system with manual stations, corridor signal devices, heat and smoke
detectors, fan shut down in accordance with all governing codes.
CA
5.
Door Releases and/or Monitoring. Shall be provided where required.
TV Monitorine. Camera at the main enTrance shall be installed.
Section 16900 - Eauipment. Motors and Controis
' Provide power & control connections for all motors & electrical equipment specified for this
project or otherwise provided. Use high efficiency motors over 3 horsepower (See attached).
` Provide disconnect switches, starters and control devices as required for all equipment and
motors inciuding fieid watering system.
END OF SECTION
Range of
Qualify
ates
�'
�
�_;
;;
�'
�
�
�
�Higl�-ef6cienq• mocors hom
3 hp io 400 hp qualify for
NSP rebares when [hry meec
efficiency srandards lisred on
rhis page and ofFa d�e follow-
ing featutes:
� AC polyphase induaion
mocor
• squirrd cagc roror design
• NE?�QA design B Torque
characteriscict
•specdsof3600,IS00,1200
ot 900 rpm
To qualify For the NSP
Mocor Rebate Pro�ram:
The motor's NENiA \ominal
E�cirncy I2acing mus� meec
or excecd the ef�iciency
standards in che chart ar righr.
The rating is idencified on che
momr namcplaTe.
�
�
�
�
� Z
Efficienry Standards
Attachment to E�c�ib�t�"(�}� �
95-1083
� "MotOtType - -. : ; _,: . _ = 0pea : . Fado�d
HP 900
3 8G.5
5 87.5
7.5 58.5
�o s25
�5 s�.s
20 90.2
z5 9az
30 91.0
40 90.2
50 91.7
60 92.4
75 93.G
]00 93.G
125 93.6
150 93.G
200 93.6
1200
55.5
SG.S
s?.s
90.2
91.�
91.7
91.7
9t.7
92.4
I
350 94.5 95.4
400 95.0 95.4
RPM
1800 3600 900
SG.S 82.5 81.5
8G.5 85.5 � 84.0
58.5 55.5 85.5
88.5 57.5 � 87.5
�o.z s�.s sa.s
91.0 90.2 89.5
91.7 91.0 S9S
9].7. � 90.2
91.7 91.0
93.0 91.7
93.0 � 93.0
93.0 93.0
Are all "efiicienc" motors
che same?
Definitc]y noc. Manu{aaurers
frequrntly designace mocots
as "cflicicn[," but chey mighc
noc qualify for NSP's rc6a[e
pro�ram. In addiiion, ef}i-
cicncics arc labcled in many
differcnt w�a}'s, such as: quored,
nominal, �vcr��q capetccd.
calculaced, minimum, suaran-
cced and apparen�. NSP�s
program qualificacions are
baud on chc nominal efficicncy
of morors.
94.1 93.6 � 94.1
95.0 94.5 95.0
95.0 95.0 95.0
95.4 95.0 , 95.0
95.4 95.4 95.0
HoH• does a high-efficienry
motor difI'er From a standard
momr?
• Highcr qualiry and thinner
sceel laminarionz in che s[awr
• Morc copper in rhe H•indings
• Smaller air gap bcrveen ihe
roior and zcator
• Rcduced F.in Iosses
• Closer machining �oleranca
I��SP offcrs motor
c�cicnry testing
Mocor e�cirnq� cu�ing is
a.�ailoble (rom NSP. �X�e will
tcsc the customcr's operacing
moror �o dc�crmine �he aaual
RPM
1200 1800 3600
54.0 84.� 82.5
SS.i 55.5 55.5
57.5 87.5 55.5
s7.5 s7.5 s7.5
89.5 88.5 87.5
99.5 90.2 as.5
901 91.0 89.5
91.0 91.0 89.5
91.7 91.7 90.2
91.7 92.4 90.2
91.7 93A 91J
93.a 93.6 93.a
�3.0 93.G 93.0
94.1 94.1 93.0
94.1 94.5 94.7
95.4 95.0 94.5
95.4 95.4 95.0
95.0
eflicirnry while in use. Call
youc NSP represencacivt ro
arrange msting.
NSP now also offezs
MotorMastcr
The Moror.ivfazat daca6ax
lisring and sofnvare p�ckage
is now av:�il�ble co h�lp pou
evaluarc che ms[ efiectivcness
of mocon you arc considcring
for yout sys�cm. Before you
purchase pour next high-e�-
ciency moror, cal) che ncares[
NSP rcpresrncative lisred in
�he back of this brochure,
and ask for assisrance w•ich
this program.
e
A
��
m
x
s
�
v
W
R
9
BUILDING 722
MINNEHAHA & PAYNE AVENUE, SA1NT PAUL, MINNESOTA
T1IF. CITY OF SAINT PAUL - iiUILDING
350 SAINT PETER STREET, STG. 320
PURPOSED
FLOOR PtAN
eeC�oo� 8/37/93 7��g
I D �)
r
� PROJ �:
9307.00
] D B.HBM: SHEA :
..__. ,_.,.._��u...�:. _.. ,_
r�c u
agrcea-npon moa:fications
Of Ya18 ° AS BDllt 011t" PIOPOS81
9�°10�3
1. Page 1, #1. Windows shall not be blocked up, but replaced in accordance with the window
replacement schedule in the Design Development Document.
2. Page 1, #2. Last sentence is inconect. Parking lot will be fenced with 6' high chain link.
3. Page 2, #4. Due to the removal of the boiler, steam unit heaters cannot be used in the
garage. They will be replaced by gas heaters.
4. Page 2, #5. The earisting boiler shall be removed.
5. Page 2, #6. The e�sting duciwork shall be removed.
6. Page 2, #9. Steam heating pipes shall be removed.
7. Page 2, #1. (near bottom) Parking lot lighting is now included.
8. Page 2, #2. (near bottom. Fencing is now included.
The items below relate to the specific buildout requirements section of he specs from 1993.
9. Page 4 of 12, Special Windows. Security giass has been eliminated for all windows,
superseded as specified in Daue Spillman's memo of June 22, 1995.
10. Page 9 of 12, Section 15600, Heating, Ventilation, etc. #1. The first sentence no longer
applies. The balance still applies.
�Construction
5200 \ormandzle Bovlevard, Sv�te 200
Minneapolis, Yi�nnesota 55437-1060
612 897.:860 Fax 897 7868
June 22, 1995
Mr. David Neison
Real Estate Manager
City of Saint Paul
140 City Hall
Saint Paui, MN 55102
Re: East Team Station
722 Payne Avenue
Saint Paul, Minnesota
Dear Mr. Nelson:
95�
Pursuant to our last meeting and the action list of May 30, 1995, we have rev3ewed the
discussed items per the action list and determined the following:
1. Modify window details per our last discussion utilizing standard glazing with low "E"
coating, and fix some of the operable units -- reflected in tkae revised budget. ;a 5�
....75. . '> � '��
2. Obtain a more accurate pricing for the communication/computer/video hook-ups. See ��-= >�
�'_
- altemaCe number. � R ��, � �� �".,�z� ��s Nt�.�=-
�
�._- ---�
3. Check cost of cleaning waste oil from drain. No change in cost.
4. Cost for window blinds -- reflected in revised budget. �.r :,;::., 9 c, ,,� „���
5. Cost to soffit acoustic ceiling over windows -- no change in revised budget.
6. Locker specs included, bid pricing in revised budget. ���:i .t-, L{ �
7. Funds to energize existing boiler system pending building ownership authorization. �� ��
�� � J
Based on the above, the revised price for the improvements is as follows:
r �
;y � 7 / "��
/�'9�.�N
, ��
General Conditions
Sitework and Demolition
Concrete and Masonry
Metals
Carpentry
Moisture Protection
Doors and Windows
Finishes
Specialties
Plumbing
HVAC
SpS1II1{IBIS
Electrical
��; il���,'� �
Total Direct Construction
Contingency
Contractors Fee I o%
TOTAL COST
S��s ,r�s
Proposal B
Bud¢et
$ 46,067
$ 71,380
$ 71,541
$ 8,500
$ 31,440
$ 154,791
$ 116,560
$ 157,625
$ 32,405
$ 52,345
$ 106,576
$ 1�,���
$ 110.650
$ 969,880
$ 16,000
96 988
$ 1,082,868"`
* Note corrected bottom line total from 5/25/95 letter.
t�,�j�35]. O H �
Pro
posal B
Revised
$ 45,045
$ 71,380
$ 71,541
$ 8,500
$ 30,565
$ 154,791
$ 104,789
$ 157,625
$ 25,134 ��� �
$ 52,345 �� ��
$ 106,576���-�`^-
�I �L
$ 1�,0�� . �\ .
$ 108.650
�'. � S° ac
$ 945,941 �
�5ss,isi
$ 16,000
$ 94.594 °�S,si9
$_ �056335
� f, oc�, ;,�
Alternates
1. Install a 4-piy roof ; in lieu of an EPDM membrane roof, please add $ 4,80Q.0Q �,sc,_, ��,� � i ,�
f�v�s�t� ���U-6
2. Relating to the Environmental Evaluation prepared by Peer Environmental and q�,��,
Engineering Resources dated 6/2/94, the following items are addressed in our proposai: �,
g�-1��3
Included:
- Abandon fuel oil UST ^,
- Manage/Remove ACBM ;
- Dispose of PCB lighting ballasts ��L
- 12emove hazardous materials
- Clean oil from drains and sewers %
Excluded:
- Investigate and c]ean-up UST release, if any t.�,.� rt�� ,.�;- �
- Petrofund reimbursement �-�
- Former gas station
- Abandon hydraulic lifts
� 3. Re-energize boiler system. An allowance of $ 6,500.00 is included. I have received
numbers ranging from $ 5,000 to $ 27,000 for this work. �a-� G y �,, .�-.
1
4
5
rn�!��✓' �6
No winter conditions are included.
No performance bond is included.
No additional SAC/WAC charges are included.
� w/� = 7. Tm furnish and install a recessed, ceiling-mounted projection screen, add $ 1,608.00.
., �,
.• ���U+-
,� w j�- 8. To supply and install optional upper cabinets in Room #112 and #109 per detail sheets,
t� . please add $ 2,200.00.
� w/� = 9. , To install a movable partition in the Community Room, add $ 4,000.00.
�„�.�,- ».. 8-.,., c�`� '�.. &�,, G�,� Qa,�� 1�-_ G�s�- ��/�
��:� 10. An allowance of $ 9,250.00 has been included for communications/computer/camera
wiring.
I appreciate the opportunity to present this information, and look forward to progressing with
this project.
If you have any questions regarding anything contained herein, please contact me at your
convenience.
Since
��J y .�1�G���
David H Spillman
Sr Project Manager
Welsh Consuvction Corp.
DHS/jlf
'E '- - - �?5 15: i4 S"AF ?�t �PFP;: UF-5�3�J •*�:«
LOCK�iA 4RRANOlMHNTS
lNGLE TIEI� LOCKERS ���+
.�. - � � . 9�-1083
�
�;
�
The raost o�ac!�ca� andw(dely usad of au �ockers. Prov�des e con•
van�enl shel( es well as!u)I Iength clolhinp storage.
7Lohnieal pata
• ShB�f is 9" "Gm ;00 b� 9,10lag0 O� h84.lunchBS, etC,
• lockers �2" wide hyve 0 doubte�pronq (tedinq) hook — as wall
as t�.ree s��ng�s-orong h0oks in lockers under 15" wide, and'our
in locknrs ! �' anc wider.
• Coal rods are stantlard equloment m piace of the ceilmg do�blo-
p�ng hook on iockvrs f 8" and 27" dee0.
• PaC�or.k attac�menl is an ln:epral par? Otth9 ha�tl�a. PaCioCh re
not induded.
• May be eQUipped wRh buiibin focks or padlocks.
• Nwnoe� D�ams xre ave�iflbla as accassories. aee p�ga 131
Cotor Intormotion
Unlass otbvrv+�ne indieetsd,lM atocktininh tor all lyon producis
le DOVe prey. R�try (a ��Q�t Aeigel, Wed9ewood BWe anC Ash
avedqblp al no cxfra charge iron manutflcturing schequles. Sac yvur
Iw;df Lyo�+�aclorympresen�e[rvC o�A=atei forOelivBry m70�m:.DCn on
lhese non-slock rnlors. io ind�cala r.olor preference whon ordoring,
uxe lh� pr9`n coCcs LstBd below wA� r.atalog numbers
D— Dova Gray 0— WeCae��ood B��B
1''— Puuy A — Ash _ _
NOTE: 6i the inrorest of safety, Lyon stronBiY recommende lhut
�ockei's L•e fioo� �ntl/or wAll anthored. Sae page 130 fvr important
IOCker anchonng informBdOn.
Whpn o�do�ng, 5D5raty ihe tctai rumber of bcker oCern^.gs �oqu�red.
j � � � l i i i � ;
I�'I
�
� S F it f
I � ���
$� j �� �i ,
ORDERONENo.500Z OAflERTHREENO.6002-3
AND RECEIYE AND RECEI`/E
ihiS one sectlon, one Ireme This one secUon, throe iramas
wltle(onoiockerooaningj. wida(NreelockeroCenings).
12"wF12"E180"A'
1i"w�16"tx60"�'
t2"ws18"6xfl0'0." -
tz"walYaz72"h'
12"w:75"OF72"h'
12'wzt8'dxT2"h'
75"wz18"Gs7Yh'
18"w z 18"G c 72" 1•
z21'9xTT'h'
'_�^9Ei53 P.�2
h6mee
•HstQhb chown do not ineluda lega — add 8'to hetpht for leqs.
�All numDen Iisted sbove ero shipped knocked dorm• For lockera
paekeped thse0 iramea wids, order ae shown.
NOts: For adtlillonel sizea,
reler !o ihe Lyon locker �ukle,
Caielog No. &01, hrlvw.
PREB �70N
LOCKYA OWAE
AOtl�lional Sizes and Slyles
Av9�leMo
The LYON UJCKEA GU1DE, GOt
pro�des cnmplete Inlamarion
and spediicetione lof many tizee
and styies af Ivckere including:
Efpe"ded Metal, EachangeMas
ref', SupplyMaeier' II.Oulet Lock-
ws and BaskM Rsckv. ComaG
your nearby l.yo� Olstrict Man-
apot Your LWr� DISIhDufvr a call
i-B00 323�0�96 tot your lree capy.
��'�'". �
725
�J6-�Jl%i995 15�:5 S'tiP. Pqt�RF�;: UF-SCJ�J w:««�«
:a�o6:5� P.�3
IACKER SPBCIFlCATfONS �` L �� •
STHBLLOCKERS
MATEAIAL-Prime, hqh-grade C�ass I miid annealoa. cob-
f0118Q SiB04 if90 4fOR1 SUf�dCB �mp9da=1i0�4. g0:15 70 DB Z�nC-p'91Ed 0!
subieciecl to othor rust-retardant treatmeni.
BOOY-2a�a�6o steel. AangeC ;o p'•�e dou5!e tNCkress cf mv;al al
back vertical corners
DOORFRAME-18yaupeformedst_eichenne:s vorticalmem-
bers shan have an atltlitional flange ro brm connnuous dooi smke.
Corners shall be laDPea antl webed into a rigie essembN in
addlllon, Dottom uoas members ahstl fiava teng al mnh enA that
tlls throuph a1o13n reartlsnpe of upriqht frnme mem4er to
prarent twisiing out of alipmnent. Top and bonom cross mombors
shali promde supooft br iront ed68 0� Ipcker!op ar.d lock9r bctlom.
DOOA— Ooa•o�eca, t6-geuqe steel ar. single end douCie 6er :ockers
with bolh verlical edges brmed into channel-shene0 fprmation� IoD
and boltom sha71 bo ilanqed at 90° angle. On mutllol= 09r lockers.
ningo side shell be tormad into chennel-shaood formetion with othor
three sides flangad at 90 angie. NOTE: Coet aompertment doors
pi two-person and box Ib¢ka doon up to end Includlnq 16" wide
6y 15" nip� ahall 6e 1Bqau0e unleas otherwlce cpecliled.
VENTILATION—Louvers shall De providec as Iol;ows:
LockerStyles Louverm
Single/Dnublc tier Iockers-9' w S�x 3!�° Iouver61o0 and bottom.
�� Singie Iier lockers-0ver 9' w�. Six G' buvara IoD Bnd Ootlom.�
Doub!e lier lockcrs Six 6" louvers top and boltom
iripi¢vr. iocke�s Three3h"'ouVersto0andbotto�+
MWhpleOertockers T�teely
7 Z" an0 15"•w�do lockers. Four 6"
louvers per door tor locker, 18"
wida antl over.
.r. DOOR JAMBS—Single tier:ockers s�all have Ihree Coor;amos.
tloubie ller and tdde tier lockers shali have iwo weidod lo siCe o! door
IremestovnBa9elocking0ewco.Designandgavpooijambshail '
Drerent treoing ot locktnp dovics 6y ury�ng. Eacli jamh 5hai1 have
safety reverse �oso to ehmmste �axard ol sharp-GOinted edges Dro-
irudmg irto �he locker EDeh iemb shall have e 5of4Nbbersiloncer
secured througfi ho�e in )amb and uoriqht membai.
HINGES—Shanbenotlessi�en2"h�;,h. ihey�ealure O50"sleel.
5-knuckle, �ull-loop lorming double �hickness on eacn IeaL Hinges �o
6e se� in slot ;n door and irame end projection� weltleC co i�ame—
attach=d to door, hinge p:n ;o De spun ovar et ends to resist
ram0 SinQ�e irer IOCkefS 72'� and 60" higft 10 h3va ihBB h�ngBS.
antl �ocker5 48" high lo heve Iwo hingas. MuIti014 PBr to hav9 N+0
hin6os—flll on right•hand s�de oi door.
.�e' IACKiNG�EViCE-S�nB�ener�ockingCeviceshanongagetrameai
ihrae poina: double tler end lnuln Uer at two ooims. Cna��el-sheped
locking devicc shall be endoseG on �hree sitles by, and ooerate
wdhin, Chennel formalion ol door Locking d6nce shall be Drelocking
so mvchanism can ba tocked in ooen pos��ion-door �ocking auto-
maticatly when closed. tioa lockers shan oniy neve one-Rant lockl�9
tlev�ee whh a 1a-gauge ixk cOp for atleching oadbck Doors siso t0
be ��oviCOd vnih lock �de fiiler to unrmd use ot buill-in kay or eomb�-
natbn Yock.
�rr MANDLES-Onsmple,doublaendinplaueriockers.ail�art;snalf
�e chrome-piated, die-CBSt zmc a71oy w�tl� a tans�lo strenglh ot not les;
,� than 4�.600 OSi. No mcvu�g Darts are �o o0erate aga�nst outs�tle su��
� lace ot locker. Padlock attachmem ro be iniegrei part of lift which shall
he attachedCirectly to lockmg bar anC profeUed Sy 6xed handle
hoUSmg Hantlle lo providB Cwlhin petlbck str,kE. MuIIiD�e l�er
bckars shall be OaWvped wil� a 16-9evgedoor 4�ull witn padlock
aua�hment when �oi usee with buih-�n �ocks. An optional recessetl
�andle shell Da evailable at no ezva cherga on slr �le tier, double �ler,
Irlpie uer and 1wo-Uersoo bckers. The recessed RanCie sha11 be
43�,' w x 6n.' n a t�" d and constrvctud ui dieaas� zmc a�ioy w�th a
min��num lansile strenpth ol n0.OD0 ps�.
MA7 SFIELVES—Smg�a lier lockers shal� heva one hat snvlt apDroY•
mately 9" below too. Flenced on all tour siCes for sfrangth wdh the
iront Ilanpe Nmva a5 tor satelv and atfeched at no lass ihan two
pomis tht0uq:1 edch S.tla flar,ga. !AU16pIB ��ef Ippkers tlo �ot have
sheNes.
AT HOOKS S�nqle tnr, doubie Iier and tri0�e uef bcker5 shaH
have on ou e•oro�g (cBi��nq) hook an� fhree s�nqle-orong hooke
in IoCker51e6s Ihan IS" wnle and �our Singie-p: ong hooke in bCkerS
�5` witle antl ovor ;3�" diemeter coat rods are siantlartl In t8" anC
21'��dBep s+�g�e ��er lockers. roo7acir.g ce�h�9 nook.) All hooks �0 6e
nncplaletl or sublec:ed ro a comparable rus4ratarCaN Ire9imenl
are auachetl wim ;wo bo1�s.
MBER? T Aium�numnumoerpiateswrtntiguresatleast
�,' �g emooss or ete�aC). Atl lockers ehad have �umber Wates
/ att�ach�ed �near toF ot door
�IIHISH�zposed sisei parts shad be Ihorouqhiy deaned.6�� a
eonaiT�ntl rUS4inhibllive phosvha�e ireatment, and ihen e�ectro-
sfaGCa11Y soroYed wnh a heavy coat o� F�gh-CUahry enamaL Enemel
shall De Caketl a� 300°F and must wnhstand a rigid hammer tosl with-
oul chlpDin9 or!leking.
NOTE: Lyon reoommends eDP��eallon o( a oorro�ion-realstsnl
finieh on IxMera used In Mah humfENy or corrostve atmospherea.
ANCMORING—In thein�erestol safe�y, LVOn sirongty recommends
Ihat locker5 be floor andJOr wali anchorBd.
FREE-3TANDING IAC%ERS—l.ockers shall be Wmishetl wi:h 8'
legs. Front and enG ciosed bases avedabie.
RECESSINO AND FiNISHIN6 3TRIP&—End and top imishlnp
strips tor lotkers to be o�aced in wail recesses shs» be t8�gauge
tormed sieel wdh a 2�"-w+Ce iace and shell be bolted to locker
Irameg
Tvp fi�ish�ne SInp510 be in 80P�oximalety 5'0" langths wilh e
lormed splice cao to cover joints and to hold toD f inishmg strtps in
allgnmenL EnC ilnishing strips b �e 2$" higher Ihan Iockers and wlll
lap over entls ol top Iinishing strips tor a neat ioint at �on ol comers.
LOCXER BENCHES—rierdwood b=nd� sha4 have c4ear hardwood
teps 9'h' wide try 1%'thick linighed with two coa78 ot Aerylic Finish.
Ptastlo Laminele: Shail b? cWOr-matcned or snec:airy•wood
lammaiod conslrucred of <5•Ib. densd,v paeicleocartl core givad and
Iayeredloaih;cknesaoS 11k"w�th!wo 1 ' - s4��a {° -• bpiece, ta-g¢uge
;teel iubes buriad In Uoerd core mm��rg tho full length of the locker
pench, posihoned to ror.oive auachment screws irom pedestals. lonp
S�d965ha11 neve �ull 180° wfl edOe. TOps shell bB 12' w x 1i1"h etltl
ava�table+n�e�ths�ra�3'bt2' Pedeate�s:Alllockerbencnesshali
bQ 'aUG�OfiOC� �%y �kiPl pedeslals, spac?d O� no� R10fB ihafl 6���
cr.rners. Overall no�ght shall be �7a:". F�rnsh of cedestels shail be
same cctor as bckors. Each pedostai shall Ue attachetl to Iop by
sC�ewS aoA sheU be anchored to fico� by Iw0 surfablo anchor6.
QUIET LOCKEflS t AND II
See tyon Locker G��Ue {Catabg �607)
Ior Owet locker SoecJiCa0cn5
CoVor tnformetton
Unleas otherwlse indlceted,lhe etoek flntah 1or ell Lyon producL
19 Dwe Gray. °utly (a lighf beige). Wad9�'ooA B�e and Ash
avadablv at no extra charge (rem manutac�urmg sc�edules. SBB yvur
local Lyon lacroryreprosentauve or des�er for dellvery �nfom:etwn on
IheSE non-sfock :do�s. To intliCale Golo( P�e�efBnCe'�'hen ordermg,
use the nratix codes lisied be�oH' w'� 6� e �BWe
D — Dove Gray e
p . Puttv A — Ash
t29
�J6�'cJl�?9S5 15�:6 5'RP PRNRF�X UF-59GJ ^�**
LOCKER ACCESSORIES
wcxew ser+exes
Ripid. tluraCie End ettfaCtive•
SelecteGharCwooOseatswith r ;':i
cfear 5881Br o� 9f951ic laminnte.
All benches ! OB" 10np of IOnpBf
"ava throo Pede5faL4. PI�rtIC Isrtl- ...•_a,:, ..,,-.
InstelOCkerbsnohefflooMed _�.i,_.._.y.., ., ,
Sn Dave Gw �+ d Putty on7•
✓ N0. 5810 a�n° w x�r i X� e h Hum�oDE
✓ No. 5871 9h' w x 98' I z 78' h Harcxaal
✓ no. 5812 9'h' w x iQ8' 1 s 18' h Hereaooa
✓ Ho.5813 9Vd' w z 12D' � x id' h NerCMOOO
✓ t1a.3815 iT�z7Z'Ix'9!5'h Poasnciammaia
✓no.681T �2'w�120"Ix�BK'ti �aenoiamh�ate
✓ No.G818-2 Pe706I216onh(�
✓ No.5818•3 PodE6121601�'�7�
RLAT K8Y LOCKS'
Sama tock tite all Lyon ioekere
except ExchenqeMaslai' enG
SuppfylAesler."' Eeay b instel!
and tumished wi�h Iwo keyc.
✓ Na 102D — Flet key lock
WCKS,
Ciher Iceks avaiiaWe Miustratad
hore. For full orde�ing inlorme-
IiOR. COn1aC1 yoW �o[alLyon
Ceater ot'adory tepre9ent8tive.
CLOSIID BASBS
lOCker rooms IHke o0 e ne3ter
eppearanco and become easier
io kaop cloan with lyon closed
bases. Quickly attach without
lools. Cnly two ond bayee are
naoaadto tinish a row of lockors.
•
� r
� � •M
c y
�A `
�
�
�� ��
Bulll-In
aater-Keyed Combinatlon
bmbiaation Pedbok
� Mastar-Xeye�
� Combtnntton
� Patllock
✓ ryp. 5900 72 w� 6" h
�/ No. 5801 19" R� 6" h
✓ No.5802 1H'w x 8' h
✓ Nv.6803 12'Ox6"�
✓ rca580a �a"az5h
✓Ha6805 iB'GZ8'h
✓ No,6s09 21'CZ6'A
IMPORTAN7: in the fnlerest ot sslety, Lyon strongly �ocommenda
that lockers be floor antlJar wall arrohorotl. Sae pege 130 for
Importent Ixker a�ctprinB i�fWmatlon.
147�6iS P.�4
NuMeeaauTas
E:chetl black igure3 on
nldminum p4ata - Z�l �' w z 1' h,
Same plales are cso� cn singto,
da:blo and mwliple :ier IOCkprs
and on 5as�ets ��n task=l racMS.
N�mbers trom t 'a 10'JO-
�/NO.5B29 2�'."iP11aa111oeKMeeMhaaA9181
No.593B Z?'i al't�mbas7atrzctsaNveamtp
MOOKSAND
COAT RODS
Hpoks are nac-plated sDaol
wdhbalHypepo�nts. �"diameier
rods are ava�leble in Dlflce of
dDUble-prona ceiiing hooks flt
sUght acGltlonal cvsL (Standflrd
on lockers es noledJ
�,
Nook
.
1
i
Hook
�
Coet Rod
BPRAY PAfNT CANS
Pressunzed spray peint lor fast, oasy touCh-uDS.
No. DD 7003 �
No. PPiIX13 Puth�9?COi.
No. OB 70p3 WoapawwG 8ue. BY� ot.
No. MM 7�03 Mandarin OranOn. 934 az
SAFfi.6.MAT
LOCKINU sYST6M � '"
LyonsSels-0 �NallOCking �'f
systemiaaco:nEeposiliocking ,�,';,�'
system br 18GIit�es inal desfre
sal4sarviCe IemDOrary bckef
storaga, using conventional•
style IOCkers. Lockere 1eHlUnnp
Sa�e�O-Mat are ideal Ior atudent
u�lons, emD�Wee lounges,
health clubs, shopP�ng melie. Outald9 Vlew Inald� Vlew
etc. 7he lock is desi9ned W be
installed in tt+e same menner as a buiibin combination foch, and can
ba retrotllted ro most ex�sfing lockers. See your locel lyron �actary
repreeenletive or Ipcal lyon tlealer for ordering intormaGon. �
Color Infortnatlon
Unleea othe�lee indieated. Me stoekftnlei� fm atl Lyon Qroduets
ia Ume Grey. Pulry (a Ilgnt bxiflo), Wedgewood Btuc end Aeh
availeble at nooxtra charge trom maoulactun� sc�edutes. See yow
IoCe/ �yorr (BCforymprBeenlAU�'6 ordeeler;0.'d9��very �nlo/maUP'�P'�
fhese nwt-sfock cobB. To intlicata colot pBfervnw when o�dedng,
�ga �hv prclix todes iistetl beiow with cata�ga e�^W��RIUe
D— Dovs Grey E— 9
p -- Puliy A — Ash
131
95 :=?S i5�1i STAP PqNRFti;: �JF-6�� «:u:.:a ?J�96i5� P.�S
LOCKE�[
SSORIES
8�OPinO-TOPLOCKERS � � — � O
�vai aDie rom naanulaC 6ch8Cules a� shght adtlRional mst.
SLOPG-TOP K173
Slove-�op k�ls comrert slandard SOOC Svnos Lyon.ockars inio
slopinq-!op lockers awckN ard easi�y Ki;s artr packed enhef threg
wide or bulk QuanUly of 40. A
aackaqe ol;hr9e consisis ul:
three slcca toCS !wc enQs
(L � R7, two �nlo�im supGOrts.
hefCWe/E 8(ld 8^SER7bfy fn61NC-
tions. Bulk DeCkag86 Consist ol
' 1) CO S�ODB IODS, AO �OIBnm
Supports, "27 "<0 P8'vs ol Bna9
(R & LJ; antl harCware and �
a&Sempty instruc4ons.
STANDARDIACK9R
♦NDLE
Fng?niD•o , u Ou6
chromo h»�tl7e has bulNtin
padlock ariachmenl (OMllaek
❑ol furnisho[n. Bu14in key
locks are elso ava�tebie.
.,�.:
��,�
�
�i,
pNCMORiNQ 4N41E
For Locken Wtthout Lep¢
l\
.� -�
A lockor anchonng engig
(runnmq from front to roar on
ihe ins�de bottom of th9locxer]
providas a bearirg Sur1eC9 bf
Ihe f9sten9rs, which 2rp con-
ncc:ed lo Ihe Iloor or IoCker base.
For rypicaf conrinuous-row locker
Insta�le[lpn. order ona Iocker
anchonn9 a^9�a for oaCh antl of
t fOW, p1U5 SUtfiG1C�� QU8fl�iliB6
lo orovide angles on 38" coMers.
On gingle-row inssaHa4ons. wnnro
hncks ere tlgeinst e well. IDCkerS
&�nuld ha sutlebly wnilenChofed
s detalled In assembly mstruc•
90n5 paCkod'�+ith aP 4oLket6.
_�meCaoO� � mn� "`---
�Na.5872 Fcrt2"4Wdcera
✓N26BT3 Por�S'O
�NO.587 W t1 8" dlo c keR
.�✓.1J0..587h �m11"amdcBfe
LYON RECH88ED
NAHDL!
The lyon recessed F.ar.dle;s
des�qnea for ciear. anoeare.nce.
greatarsefetyanC �ecvnry. R
1B81Uf06 8 DOCk01 TadB 0� C25I
zinc alloy (a0,00G osi) SAE 903
wilh a Ilght4y gra�ced. nicKel-
p;alatl hrvsh and uses a 1inger
11(t for acfuaung 1he lock:ar
when ODenirg ihe door. The
recessod oocket wili accon-
mOdBtg all lock Options ezCeDt
the Safe-0-Mat coin deppsit
locks. Dlmansicns: ag" witlo
x 6Xs" h X lb" d00w
LOCKRRF09T
�
i
��
��I �
1 `
✓No.587U - lockerfoot
Foz Locken with Le9s
Locker!ool No. 5070 should
bo ur3d'or anct�or;ng lotkers
with legs. When bacKS arc cx-
pvsed (frees�xr.ding) e Iocker foot
is recommendad tor ati locher
logs. Wfien becks are ega��si
a waii and suitably wa11 a^chcred,
locker feBl afe �eeommonded
on the iront lege oniy. For more
detaas, sas asseR".Lly i�slrUCtio�s
peCkBd wi{�� (�7B 10CkBl5.
REGEaBEDLOCI(QNS
Comolete deta��s on che
met�ods ol recassinq lockers.
InCluding recess timshmg slnUS,
ere ava+lable trom your lyon
dealadAlbMbutnror your Lyon
fae!ory reo�eeentairve
NO LEG LOCKERS
ProviCes a smovlh, unbroksn
apoea*ance in recessed and
floor-feesf insialfaflorb.
NQTE: Formndltlonaolharthanabove,00nteetyourLVOndeelar
taetory rov�eeenhtive, w IYa+Mela1 ProduaL, ina., Aurme.11llnolc.
130
SLOP!-TOP KiT PAR78
incwoss: �
SIODe�oCS.intenm=uAPOrtsand 1 +��,_
pfll[ ol e��CS (R & U
COFNER TOP FiLLBRB
U6Bd 1011�I d SOaGe when Iwv
;ockors come loget�er to torm a
GornCr
✓fJor.igrema "Cuebmar Pro(orrvtl"
nNecbona ebtkad al ell
Lron Dlstrlbuhan Cenle�s
�.'.'�-.�.
ti% .�. • �_
/ ` < 'C>
� ��� ��
�
�� ?� :�L�� .
� =i:���
70PCLQSUREB
UsBd t0 CiO� bDacB bBtw9en
Iw010�5 wh90 ODstfucflOn pre-
vente in;ta�lation of a locker.
Cornar Top Flllo�s for Wckers
Fle1roo f SlWeloo
Cala�op No. Size Catelo Nu. Slxo
1'6900 12'w�i2'� t6903 12"wr.12'0
t59ai i@"��16"C i550a 76"w�15'd
+ t' t 6 18"ws18'U
T�p Cioaures for Lockors
� ' ��� ,� i
�I i
.. l=, �':1.�� .
Fiat top Ixksts
`; ��
i
� i
Slon� bP �
EXPANDABl.6 FRONT FiLLSRS
Usod to tili s�aee between two �ockar froMS.
Two-oiew conslrucfion permlts adiusiment to
f+t cpaCe.
TS1oak tiMah 16 Puity (a IIOM Pelpe). Fof alza oi
tyoeanet ahown, eontact your loeef Lyon deeler
or feetory ropresentetiva.
�6 15�'_8 S�RP, °RNFFRX UF-5�9 <k�*
:A P.�6
C�LOR I�IFORMATION ''��•
Mos, of Lyon'; siorage produc's are available in your chc�co ot
four standard colors. The stock firnsh is Dove Gray or Puiry (a light
8e�ge) as a sicck fini;h on selec'ed products.
wedgewood [3lue anC Ash are avadable at no add�ticnal ch�rge
frcm manutac,uring schedufes. Color noi2s, ciariiyirg cofor avada-
bili;y!or each product, can be found on pages ,hrougnout ;his cata-
log. See table below and repres2ntations ot colors on page 3.
sroRac� �oaucTS co�o�s
pove Watlgewood
Gray Pulty Blue Ash Black
Sheivinq . * ic ❑ ❑ n'
Haeks ♦ s O O O O
ShUp EUUipnlnnt 'k Yr
Cabinets & BookCases t *
Lockers * � *
Ciothinp ExchanQe * �
Tool Slorege o--
p ❑ a
U O O
❑ o 'a
p r� a
95
,t — No exira cherg_ (In stock for �mmadiate shlomenq
�—NO exira charpe favatlablofrom producuon scnedules)
q — Not aveilabie
a' — Consult Lyon represernetive lor Calrvery antl pncing iMCrmation
♦—Pelle� Recic—Orange beems J Caniflever fleck —Orenqa arms
*— Dow Grxy end Pu�ry ure offered aa etnndnrd wilh ull Ix�dy
pans.'inished in tha =ama coioc Wed�ewood Bl�e end Ash are
offeretl as siandartl wd� unoxcosetl body oerts finlshed
In Dwe Grey or Putty.
�--Hlqh Gloss Red, Black cr WrinMe Brown on c3rtaln items.
FOURTEBNiSTANDARD LOCiCEi2 COLORS
Lyon offers 14 standard colors for lockers, plus spa-
cial high gioss tioi9hes.7he special hlghyloss flnlsh is
comprisod of the Qofor coat plus one co2t of clear acryAc
tor extra durabiliryand protection. Highgloss'INShes are
avatlable in any of tho 14 standard colors.
For additional o�dering or pricing information, con•
tad your Lyon dealer oNaCOry represzntalive.
�—DoveGray �—Teal a'—ForestGreen
'�—Putry 'Q—Ciaret a'—ti+�drnght8�ue
'S—Wedgewood8lus �-3urgundy n'—CardinalRed
a—Ash 'a'—Sunburs! 'a'—WinterWhita
'a—MandarinOrange Ye14ow -g_SilverFem
� LIFETiM� PRODUCT WARRANTY
Unless othecwise +ndicated, Lyon psoducts are warranted against
.,
defects in matenal and workmansh�p for the life of the prcduct when
used in accordance with manulaclurer's specifications and/or oporat-
ing instructions. (This warraniy applies to (he original purchaser enly,
and purchaser's soio romc�dy under this warranty is limited to replace•
ment or repair of the product and specii'icaliy exciutles consaquential.
inatlen;al or any other tlamages directly or indireciiy resulting trom
fa��ure or loss ot usa of or by Lyon products).
- 145
TOTRL P.96
Part III
g�-�0�3
Agreed npon modifications as a result of the Seller-Buyer negotiations
between April 26 and Angnst 21, 1995
1. Data and phone shall lines and equipment shall be installed, at an allowance of
$9,200, according to specifications and to the June 8 letter to Dave Spillman from
General Telephone Services.
2. As shown in the Welsh Construction memo dated June 22, 1995:
a. window blinds shall be included in the price.
b. cabinet and other millwork detail shall be included in the contract price.
c. item 8. of the memo is rejected.
3. As established by Dave Spillman in the June 22, 1995 meeting, the following shali
be included at no charge:
a. the moveable parCition in the community zoom, boxed 'm but not installed;
b. soffits and acousuc ceiling over the windows;
c. lockers as specified in the memo;
d. 4-ply roof to specifications in lieu of the BPDM roof as bid;
e. projection screen in the community room (to be paid for by Welsh
Construction).
4. In accordance with the June 23, 1995 memo from Welsh, as well as the verbal
agreement of August 21, 1995 between John Blomquist and Chief Finney to replace
the boiler system with roof top units to handle bath heating and cooling, the boiler
heating system along with a11 piping connected with that boiler shall be removed.
5. Seller shall provide at no charge:
a. the surcharge, if any, for winter construction;
b. a 6' high chain-link fence, with a gate, along the west and north sides of the
parking lot;
c. parl�ng lot lighting.
Part IV
9�-10�3
Build out Specifications as contained in the Buyer's Original Request for Proposal
EXHIBIT "E-2"
SPECIFIC BUILDOUT REQUlREMENTS g � ' � � � �
Page 1 of 12
The LESSOR, at its oKa cost and expense, shall build out leased premises according to the
concerns expressed herein, and to the space plans which shall be prepared hy
' . Construction shall begin �cithin 30 daps of the time LESSOR receices signed
and approved documents (specitications and plans.)
C0�1'�10;v` AREA BUILDI'�G I'�1PROVE�SENTS
� Prior to commencement of the lease, LESSOR shal] provide, at its own cost and expense, the
following building improvements:
1. Access to the leased premises (corridors, foyers, etc.) shall be clean, as direct as possible for
safe simple traffic flow and fully handicap accessible.
2. Common Area rest rooms shall be updated to present a clean attractive and fuily accessible
image.
3. Signage to the leased premises sha11 be displayed in such manner as to clearly indicate the
location of the LESSEE'S offices.
4. Access to the leased area must be contro]led for security reasons. Access to stairwells and
elevators must be limited after business hours. However, the building must also be accessible to
selected staff 24 hours a day, 7 days a week.
5. There must be adequate provisions to park vehicles while transporting materials and
equipment to or from the leased premises. Vendors must be able to deliver large items easily.
LEASED PREIIISES BUILDOUT I:l4PROVE�IENTS
PRELI�tINARY SCOPB OF �i'ORK
In addition to the schematic design, the following buildout requirements shal] be reflected in the
plans and specifications of the contract documents. The specified sections may include sections or
work that is not applicable to the building or site being proposed. Use the applicable sections.
LEASED PREMISES Leased premises shall have some private offices and some open workstation
areas. The LESSEE may have Herman-Miller electrified work stations.
DIVISION 1 - GENERAL REOUIRE?�ZEN7'S
Section 07400 - General
' All work will be done in accordance with Industry standards and wili be in accordance with all
state and local codes.
` The Convactor must schedule his work to allow for the security of the building and occupied
spaces (if any) throughout the period of construction.
` The Contractor will be responsible for cleanup and disposal of all refvse resulting from
demolition, construction, etc.
EXHIBiT "E-2"
SPECtFtC BUILDOUT REQUIREMEN ���' Z Q��
Page2of12
DNISION 2 - SITE VVORK
Section 020"� Demolition -if anolicable
� Remove all masonry, walls, floors, ceilings, finishes etc. as indicated or required by the ne�v
work shown on the dra�vings.
Section 02100 - Site Pre aration
' Remove and relocate any structures, remove above grade and below grade improvements, and
remove growth and vegetation at site.
Section 02200 - Earth`tork
' Excavating, placing, stabilizing, and compacting earth at the site; including the addition of
borrow and disposal of excavated material.
Section 02513 - As haltic Concsete Pa��inQ
* Walk and Parking Paving, as shown.
* Base course, Mn DOT 2211, Class 5 aggregate Bituminous binder course, Mn Dot 2331, BA-2
aggregate wearing course, Mn Dot 2341.
* Stripping.
Section 02800 - Site ImDro��ements
' Fences, traffic and parking control barriers, and signs. Install all improvements as required by
Site Plan Review.
Section 02900 - Landscapi�
' Lawns, trees, shrubs, ground cover; including soil preparation and finish grading involving
topsoil.
DIVISION 3 - CON�RETE
Section 03300 - Cast-in-nlace Concrete
` Bars, ASTM A615, Grade 60.
• Mesh, ASTM A185
` Concrete, ASTT4 C94, 4000 psi, 3/4" maximum size aggregate, exterior exposure air entrained.
Interior slabs troweled. Exter�or broom finish.
EXHIBIT "E-2"
SPECIFIC BUILDOUT REQUfREMENTS q 5_� Q��
Page 3 of 12
DIVISION 4 - h4ASO�RY
Section 04200 - Unit ?�'fasonrv
s Mortar, ASTM C270, Type S, no color.
� Concrete block, AST?�2 C90, Grade N, T�Pe 1.
' Wall reinforcing, Truss Type, wire conforms to ASTM A80.
` Brick, SPJ of a type determined by Architect and approved by Owner. All masonry ]aid running
' bond.
DIVISION 6 - ��'OOD AI�D PLASTICS
Section 06100 - Rough Carpentrx
` Structural grade lumber at stairways or steel and concrete.
` Blocking and curbs on roof, Pressure Treated, water-borne preservative.
* Wood closures, CDX grade.
Section Ob200 - Finish Carpentrv
` Casework: AWI "Q�stom" grade, plain sliced red oak exposed parts; counter tops for casework,
' laminated plastic.
' Benches for locker rooms, clear maple.
DIVTSION 7- THER'�'IAL A.\'D 1[OISTL'RE PROTECTION
Section 07210 - Building Tnsulation
' Perimeter insulation, Fed. Spec. HH-1-524C Type II, 1.5 pounds per cubic foot, R=6.5.
' Thermal insu]ation in walls, R=23.4; roof R=16.67. Vapor barrier, 6 mil polyethylene.
Section 07510 - Bituminous Roofing
' 4 ply Owens/Corning bui]t-up roof, over 2" polyisocyanurate and fiberglass insulation.
Aluminized, non-fiber surface or gravel.
Section 07600 - Flashin�and Sheet Metal
` Metal roof edges, counterflashing, etc., 24 gauge, galvanized steel, fluoro-polymer type factory
applied finish.
Section 07900 - SkvliQhts
' Preformed metal-framed slcylight assemblies with glass glazing.
EXHIBIT "E-2"
SPECIFIC BUILDOUT REQUIREMENTS ��� 1 Q��
Page 4 of 12
Section 07900 - Sealants
` Sealant conforms to Fed. Spec. TT-S-002306, Type II, Class A.
' Sonolastic NP1 or sikaflex la, or Pecora Dynatrol 1.
` Sonofoam, ethafoam, or polycel backer rod.
` Sealant colors to match adjacent materials or as approved otherwise by Architect.
DIVISION S - DOORS AND �ilNDO�i'S
Section 08110 - Tletal Door and Frames
' Doors with steel faces and sieel vertical spacers welded to both faces. Doors filled with
insulation. Exterior doors with 16 gauae faces. Interior doors with 18 gauge faces.
` Frames unit type with ��elded corners. Exterior frames 14 gauge. Interior frames 16 gauge.
` Doors and frames factory prime painted.
Section 08210 - Flush «'ood Doors
' N.W.M.A. Industry Standard I.S. 1-78, TyPe I bond, Premium Grade, Red Oak Veneers, plain
sliced, book matched.
Section 08300 - S�ecial Doors
' Sliding closet doors of N.W.'�4.A. I.S. 1-78, Ty�pe I bond, Premium Grade, Red Oak Veneers,
plain sliced, book matched.
` Sectional Overhead doors, galvanized, corrosion-resistant embossed sheet steel, .016" thickness,
with continuous foamed-in-place po]yurethane insu]ation.
Section 03650 - S�cial �i'indows
" Thermal Break Aluminum Frames with insulated, security glass in windows or openings
designated by O�vner.
Section 08700 - Finish Hard�+are
' Painted steel, BB butt hinges for entrance doors; prime painted steel elsewhere. Mortise type
lever handled lock sets �;�ith cylinders to match master keying. Dull chrome finish on ]ocks and
misceilaneous.
Section OSS00 - Glazine �
�,.
' Exterior windows, 1/2" insulating glass, bronze reflective, security glazing, with Low E coating.
Clear glass at all interior applications.
t
�
t
f
EXHIBIT "E-2"
SPECfFIC BUILDOUT REQUfREMENTS � � � � o � �
Page � of 12
DIVISION 9 - FI:�'ISHF_S
Section 09250 - Gvpsum �Vallboard
` Wallboard shall conform to AST\2 C36, thickness as shown or 5/8" if not shown.
` Steel studs, dryv.�al] type, 25 gauge. Wallboard all screw attached.
` Joints taped and filled; scre�v heads filled and sanded.
� The Contractor shall patch as required all p]aster or gypsum board surfaces disturbed by
demolition with the appropriate matching material.
� All new construction shall consist of 5/8" F.R. gypsum board on metal studs or Furring strips
as required and finished to match adjacent existing surfaces.
` AIl new or existing plaster and g}Psum board shall be prepared to receive a new paint finish.
Section 09310 - Ceramic Tile
` All tile standard grade, per TCA 137.1-1976.
` Floors, 1" X 1" mosaics. \ualls, 4-1/4" X 4-1/4" glazed. Base, cove mosaics, 4" high.
' Shower floors and drying areas, non-slip t��pe ti]e. Set floor tile per Tile Council Method F113
and ANSI Specification A108.5. Set wall tile per Method W212 and ANSI Specification A108.5.
Section 09330 �uarrv Tile
Quarry tile and base shall be American Olean. Quarry tile shall be thin set in an epoxy mortar
bed both vertically and horizontally, and grouted with "Hydorment Joint Filler" of a color as
selected by the Architect.
Section 09510 - Acoustical CeilinQs
' Exposed grid with 2' X 4' ]ay-in panels, fissured pattern, S/8" thick unless otherwise shown.
Panels white. Grid white, painted.
Section 09650 - Resilient FloorinP
Vinyl composition tile, 12" X 12" and 1/8" thick, standard commercial colors and patterns as
selected. lnstal] with mastic adhesive to concrete floor slabs. Vinyl base, 4" high, top-set, cove
type, color as selected.
Section 09680 - Caraet
�` Nylon tufted-type carpet, 28 ounce per square yard face yarn, static control. Direct glue-down
without pad.
Section 09900 - PaintinE
` Interior: Per Room Finish Schedule and as specified. Block fi]]er and two coats semi-gloss
paint on concrete block wa11s. Two coats satin paint on gypsum wallboard walls. Two coats flat
paint on ceilings eacept prime and two coats of 2-part epoxy paint where scheduled. Stain and
two coats varnish on interior wood doors and rails.
' Exterior: Exterior doors, touch up shop coat and two coats alkyd-type gloss enamel.
EXHfBIT "E-2"
SPECIF(C BUiLDOUT REQUIREMENTS
Page6of12 ��— � Q��
'�1ATERIALS AtiD FI\1SH SCHEDULES
Floors
' Carpet throughout with exception of entry ways, toilet rooms, locker and exercise rooms.
` Quarry tile in entry Gvays and lobby. Ceramic tile in all toilet rooms, and shower areas.
` Vinyl composition tile on interior stair treads and risers, ]unch room, exercise room and secure
storage. Concrete floors in bacement mechanical room(s), storage room(s).
Base
` Viny] at carpet and VCT floors.
' Quarry tile at quarry tile floors.
' Ceramic tile at ceramic walls.
' No base at concrete floors.
Walls
` Painted gypsum board (S/8") or plaster on walls and partitions; ceilings w/o acoustical
treatment in all office areas except secure interview and storage rooms. Secure rooms shall
have 5/8" gypsum board over 3/4" plywood fastened to studs on walls and ceilings.
' Painted plaster on v.�alls and ceiling in toilet rooms above the ceramic tile wainscot on the walls
and floor. Shower areas sha]] have full height ceramic tile walls and floor.
' Painted concrete block or ��psum board "�alls in mechanical and storage rooms depending on
the type of construction.
Ceilines
' Acoustical tile with textured design in suspended metal cei]ing system in all areas, except: entry
ways, toilet and shower rooms, mechanical rooms, secure areas and storage rooms.
' Plaster ceilings in toilet rooms and sho�er areas. Gypsum board over plywood in secure areas.
No cei]ing materials required in mechanical and general storage rooms.
DIVISION 10 - SPECIALTIES
Section 10100 - Chalkboards and Tackboards
` White marker boards with anodized aluminum frames and cha]k trays. Tackboard units similar.
Section 10]60 - Toilet Partitions
' Steel, floor mounted, headrai] braced, baked enamel finish.
Section 10200 - L.ouvers
° Extruded aluminum blades and frames, minimum thickness 0.125". Baked enamel finish.
EXNIBIT "E-2"
SPECIFfC BUILDOUT REQUiREMENTS � � - �, Q � �J
Page 7 of 12
Section 10400 - Identif��ing De�ices
' Required ADA and emergency signage. `'Jithin the Leased Premises LESSOR shall provide,
at its own cost and expense, signage providing directions to offices, office room numbers, HC
, and emergency evacuation routes.
Section 10500 - Lockers
' Steel ]ockers, 24" X 24", with sloping tops. T4ounted on tile bases. Numbered. Padiocks by
others.
' Section 10520 - Fire Extinguisher
` Ten pound, ABC dry powder type unless othen;�ise shown. Bracket mounted.
Section 10670 - Storage Shehing
' ' Shelving, Service Counter and other Special Buildout Features: The LESSEE shall provide
i
, shelving and counter specifications to the LESSOR during the Construction Document p ase
of p]an preparation.
Section 1Ofi00 - Toilet and Bath Accessories
` Heavy duty, stainless steel. Include paper to���el dispensers.
DIVISION 11 - EQUIPMENT
Section 11131 - Proiection Screen
` Ceiling recessed, roll-down, size as sha«n. White, non-gloss, mat surface.
DIVISION 12 - FURNISHINGS
Section 12500 - Windo�� Treatment
` 1" slats - Levolor or equal at office v✓indows and exterior windows.
DIVISION 14 - CO;�TVEYII�'G SYSTE]!4S
Section 14200 - Elevator
` Provide elevator to all floors, if leased premises are on more than one level. Car must comply
to ADA and may be a hydraulic unit.
EXHIBIT "E-2"
SPECIF(C BUILDOUT REQUIREMENTS Z
Page8of12 �5 �
DIVISIO�I IS -'�4ECHA;�ICAL
Section 1�025 - SelectiF•e Demolition (if required)
Section 15050 - Basic ?�laterials and Methods
1. Sco°e• This section applies to all the ��ork and materials of the mechanical systems and
requires all materials, equipment, and ]abor necessary to make a complete and acceptab]e
mechanical installation as specified and as sho«�n on the drawings.
2. Regulations. Codes, and Standards. A71 workmanship, materials, and equipment shall comply
with all applicable federal, state, and local rules, ordinances, regulations and codes.
3. Sfiop Drawings. shall be submitted to the Engineer for approval for all equipment and
materials. These shall consist of manufacturer's construction information, wiring diagrams,
curves for pump and fans, and maintenance data, all of which shall be assembled into Operating
Manuais for the Owner.
4. As-Built Drawin2s. Prepared by Contractor to reflect changes of ]ocations, materials,
configurations, and incorporated into Operating Manuals.
5. Electrical Provisions of 1lechanical «'ork. Provide energy efficient motors, power factor
correction, and wiring in conformance with Electrical Division.
6. Substitution of ;�4aterials and Equinment. Allowed with approva] of Engineer only.
7. Identitication. Provide labels and markers on piping, duct work, equipment, valves, etc.
Section 15060 - Piping S�stems
1. Potable VVater piping in building shall be Schedule 40 galvanized steel or Type L copper.
2. Soil. Waste. and Vent piping in building above grade shal] be no-hub cast iron.
3. Heating Water pipe shall be Schedule 40 steel or Type L copper.
4. Testing. All piping shall be pressure tested at pressures and duration meeting or exceeding the
Minnesota State Code and shall be free of leakage.
Section 15250 - T4echanical Insulation
1. VVater piping for hot and cold domestic use shall be insulated using molded sectional glass fiber
with factory-applied fire-retarding all service jacket. Thickness shall be in complianc� with the
State Energy Code.
2. �'Vaste and Vent piping in outside wall chases shall be insulated with 1/2" molded, jacketed
fiberglass.
3. Heating, coolinP and intake ducts shal] be insulated with jacketed, glass fiber insulation.
EXHIBIT "E-2"
SPECIFfC BU{LDOUT REQUIREMENTS f �
Page9of12 gJ
Section 1�300 - Fire Protection
1. Sorinkler heads shall be inst211ed in all occupied and storage ceiling spacec.
2. 14'fain sprinkler vah�e shall have required monitoring sensors.
Section 15400 - Plumbine S�sfems. Fixtures and Trim
1. Water and Fire Protection Ser�ice shall be provided from the street service main.
2. Sanitarv Sewer Service shall be provided from the existing street sanitary service.
3. Domestic Hot Water. Gas fired heater with recirculating return pumping and timer.
4. Lavatories shall be vitreous china.
5. VVater Closets shall be wail hung, siphon jet, flush valve type, with elongated rim, and
constructed of vitreous china.
6. Urinals shall be wall hung, manual flush valves, vitreous china.
7. Electric ��'ater Coolers shall be semi-recessed self-contained wal] hung type.
8. Showers shall be balanced pressure mixing valve tyPe, with energy miser regulator. J
9. .Tanitor Slop Receptacles shall be fiberglass construction.
10. A31 water cioset and urinaS flushometer valves shall be equipped with energy miser valve
adapters, appropriate for �vater pressure of facility.
Section 15600 - Heatine. Ventilating, and Air Conditioninp
1. Provide boiler for perimeter heating and a air tempering coil within building ventilation system
for ventilation air. In a leased premise, the LESSOR must design and install an HVAC system
capable of providing a temperature range of 68 to 78 degrees in spite of adverse conditions.
Certain areas of the premises wi11 have a concentration oF inachines that both produce high heat
levels, and at the same time are sensitive to that heat. Additionally, where there are high
concentrations of electrica] equipment, adequate ventilation (air exchange) is required. The
HVAC shall comply with the ASHRAE standard 62.73 bench mark.
2. Air Conditioning Compressor/Condenser equipment equipped with «�et bulb economizer will
be air cooled DX type. EER ratings shall be greater than 10. SEER ratings shall be greater
than 10.25. Distribute supply air in duct work throughout faci]ity and terminate with
appropriate grilles or diffusers.
3. Provide exhaust fans in toilet rooms, ]ocker rooms and elsewhere as required.
Section 15900 - Automatic Temperature Contro]
1. Provide separate temperature control systems for each floor and/or occupancy zone.
EXHfBIT "E_2"
SPEC(FIC BUlLDOUT REQUfREMENTS
Page IO of 12
Section 15990 - Balancina and adjustina
R5
1. All systems balanced by firm not associated �iith the Contractor, and certified by AABC or
N�BB.
2. Systems to be balanced indude HVAC, supply air and exhaust; domestic hot water.
3. Complete report submitted, necessary corrective actions accomplished, and systems re-balanced.
DI�'�SIO:�T 16 - ELECTRICAL
Section 16000 - General Information
' Electrical Characteristics - Equipment and Motors 208V or 240V
Li�hting 120/208V, 30, 4\'✓
General Purpose 120/203V, 30, 4VJ
* Provide ]abor, materials, equipment and services necessary for the completion of all electrical
work defined under the scope of this project. Scope:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
il.
Electrica] Demolition - if required.
Electric Service and Distribution.
Power Generation
Secondary Electrical Equipment
Lighting, receptacles and small power revisions
Fire Alarm System
Te]ephone System
Public Address System
Intercom Systems
TV Monitoring System
Motor and Equipment \'Jiring
' Obtain and pay for all permits and incpections.
` Work shall comp]y with the following industry standards: IEE, NFPA, NEMA, ANSI, and
the latest edition of the NEC.
` Maintenance and operating instructions shall be provided for all equipment and systems.
' The entire electrical system shall be guaranteed against defects in material and insta]]ation
for a period of one year.
Section 16100 - Basic Methods and ?�laterials
` All electrical equipment shall be U.L. ]abeled, where applicable.
' All work shall be performed in accordance with the National Electricai Contractors
Association Standard of Insta]]ation.
` All wiring shall be installed in raceway.
1. PVC - Underground, damp locations and exterior exposed locations.
2. Flexible steel - Connection to motors, light fiatures and vibrating equipment.
3. Electrical Metallic Tubing, Rigid Metal Conduit or Intermediate Metal Conduit - as
applicable to codes.
EXNlBIT ' E-2"
SPECIFfC BUILDOUT REQUfREf�/IENTS
Page 11 of 12
'' � i
' Outlet boxes - 4" square gah�anized steel. FS or FD in damp locations and outdoors.
• All home-runs - 3/4" conduit minimum.
' Conductors -#8A�§�G, 600 V, THH:� copper and smaller for branch circuit and control
wiring. 600V, TH\'J copper for feeders �8A\VG and larger. �'liring installed outdoors and
underground shall be n�pe XHH`TJ.
' General purpose wiring devices - All 20A rated.
• Safety switches - nEMA type HD (Heavy Duty) with rejection ty�pe fuse clips where fuses
are to be provided.
* All equipment shall be grounded in accordance wich the National Electrical Code.
Y Pov.�er factor correction capacitors shall be provided for all motors and motorized equipment
rated 1000 watts or greater which exhibit a pow�er factor of ]ess than 90%.
Section 16200 - Power Generation
An internal combustion generator shall be sized for the anticipated emergency lighting and
communication loads for the facility.
Section 164d0 - Service and Distribution
Main distribution board shall accommodate all anticipated loads and integrate switch-gear
for emergency generator. Branch circuit panel boards shall be bolt-on circuit breaker type.
In addition to normal electricai circuitry for lightin�, separate circuits shall be installed for
computers.
Section 16�00 - Li2hting
' Interior lighting shall consist generally of 3 and/or 4 lamp lay-in fixtures in areas with
removable ceilings. Flush mounted fluorescent fixtures shall be provided in areas with
structural or gypsum board ceilings in secure areas. To accommodate the use of computers
and to avoid eye strain by computer users, it is essential that the space be equipped with
nonglare, energy efficient lighting throughout with light levels to meet ASHRAE Standards
and the City Energy Standards.
` Incandescent lighting shall be used only where dimming required.
' Vestibule and exterior lighting shall be H.I.D. type and photocell convolled.
` Lighting Leve]s:
Administration�Offices
Corridor/Vestibule
L.ocker Room/Toilet Rooms
Storage
Exterior
Parking Lot
75
15
30
5
FC @
1
FC
FC
FC
FC
15'
FC
Emergency lighting shall be located in corridors in accordance with Life Safety Codes.
Exit and emergency lights shal] be compact fluorescent. HID ballasts shall be premium
grade, constant wattage. Fluorescent lamps and ballast shall be T-8 technology with
electronic ballasts.
EXHIDIT "E-2"
SPECIFIC QUILDOUT REQU(REP�iENTS
Pagei2ofl2 �5—�04?�
Section 16700 - Communications
1. Tele�hone Scstem. Provide a complete new empty outlet box and race�;-ay system as
recessary and required. Provide dedicated equipment room cpace for the new system. In
a leased premise, the LESSOR shall ir,stall the proper cor.duit, ���iring and closet for phone
senice to the leased premises. The telephone in the L.eased Prenices must interface �ith
the PBX system being installed in the Main Public Safety Building. LESSEE shall pay for
the telephone sets.
2. Cable Drops for Video and Data Equipment. The LESSOR shall at its own cost and
expense install at each workstation and/or office, the following types of low voltage wiring:
(1) 10 Base T ethernet «�iring from each office and work station to central points of
service;
(2) RS-232 wiring from certain locations on each floor to central points of service;
(3) 3-pair telephone wire (6 total wires) from the Point of Presence on each floor to each
office terminating in (RJ11) telephone jacks;
(4) two co�ial cable installations to be installed by Continental Cab)evision at the cost of
the LESSOR and coordinated by the LESSOR'S general contractor:
(a) the Institutional iv'etwork (video and data);
(b) The Subscriber Network (video only).
The scope of all work shai] be revie�;-ed and approved by agents or employees of the City.
3. Fire ,�larm S�stem. Provide a complete new zone annunciator coded, general a]arm
fire alarm system with manual stations, corridor signal devices, heat and smoke
detectors, fan shut down in accordance with all governing codes.
4. Door Releases and�or '�4onitoring. Shail be provided where required.
5. 'T'V Tlonitoring Camera at the main entrance shali be instal]ed.
Section 16900 - Equinment, nlotors and Controls
� Provide power & control connections for all motors & e]ectrical equipment specified for this
project or otherwise provided. Use high efficiency motors over 3 horsepo�}�er (See attached).
' Provide disconnect switches, starters and control devices as required for all equipment and
motors including field watering system.
EIv'D OF SECTION
A��;/ide R3nge of
Motors QuaIify
For Rebates
Y,i�!; e� ie�rnn•; �o:ca (:or�
3 hp to Gp0 `P 9:::!�y �or
VSP re�a:es �rhen �hey mee�
eifidcnq� srand:+rds !ir.:d on
�his pa�e and o��er d�e ,`o!io�,e'
ing rca;u:es:
• ?,C pc;;•pl:ase i^duaion
mocor
• squir:d c;ge :e:or des,gn
• \E?�iA design 3 Torque
characte:i<cics
•speee�sof3600,1500,
or 900 rpm
To qualify (or the �SP
'�4oior Rebate Prognm:
The motor's \E?.1.q �omimS
ETcirncy R�:ir.g musr mccc
or txcecd cht eflicier.q•
scandares in thc ch�rc ac righr.
7�he t�cin� is ic�enci�ed on tL
mo�or ramep!a:e.
Ef�ieiency Standards
.�7
�_ t � � y � � � � 5 �
,.��^��!.C��'�: r i `e :'�� }'�:..-e `} S f � �/F'�i�. s .::.ync- `.L'�;
.+i.�T.. 2 [ LC.tiS �
HP
5
7.>
]0
�5
20
25
30
G�
50
60
75
]00
125
l$0
200
350
400
900 1200
SG.> S>S
si.> s�.s
sss ss.>
59.5 90.2
59.5 59.5
).2 97.0
l.0 91.7
)1 9].7
1J 9IJ
2.4 92.4
3.6 93.0
93.6
93.6
93.G
94.5
94.5
9�.5
9�.0
�
9>.4
R P?�4
IS00
56.5 .
SG.S
ss.5
S S.5
90.2
91.0
91.7
91.7
.Are all "eflicirnT'� motors
the same?
Dcfinird�• ner.'�i_nu(ac;u:crs
frequcntly designate mocors
as "e.jlic.rnq" bu[ chey mi�}:t
noc quali5� for i�SP's rcba�e
prog;am. ]n �ddi;ion, c�-
tienties �re labded in many
differene �+�ays, such as: quard,
nomin�l, average, espeacd,
taleui�ced, minimum, guor�r,-
crcd and �pp-rrnc \SP's
program qualificaiions arc
Uasrd on the nominal e(litirnry
of momrs.
93.6
94.1
94.]
95.0
95.0
95.4
3GO0
sz.s
S>.�
55.5
s�.5
s�.s
90.2
91.0
91.0
91.7
91.7
93.0
93.0
93.0
93.0
93.6
93.6
94.5
95.0
95.0
95.4
Aitachment fo Exi�it�if "F_-?_"
. ��
900
s�.s
54.0
55.5
s�.s
s9.5
s9.5
90.2
90.2
91.0
91.7
�3.0
93.0
93.G
93.G
�4.1
95.0
95.0
95.0
95.0
Ho�v does a high-e�cienry
motor difl from a standard
mowr?
• H;;hcr quz!iry znd thinner
sceel laminations in che scator
• '�Sore coppv in nc�.+�indin�s
• SmaUer air gap ben��een che
ro�or and s�aior
• Rcduced fin losscs
� Closer machining iolerances
I�SP ofTirs motor
eflicienq� iesting
�iotor e$i[irnq� �esting is
avail�blc from NSP. \Y�c ��'il�
�cst chc cus�omcr's operating
mmor to dncrminc �hc anual
RP'�f
]200 7500 3600
54.0 54.0 E2.5
s>.s ss.> ss.>
s7.5 57.5 s5 �
87.5 57.5 57.5
s�.s ss.s s�.s
s9.5 9o.z sa.5
90.2 91.0 89.5
9I.0 91.0 5�.5
97.7 91.7 90.2
91.7 92.4 90.2
91.7 93.0 91.7
93.0 93.0 92.4
93.0 93.6 93.0
93.0 93.6 93.0
94.1 94.1 93.0
74.1 94.5 94.1
95.4 95.0 94.5
95.4 95.4 9>.0
95.4 75.4 �5.0
95.4 95.4 95.0
ef iciency while in uee Cal]
your NSP represenca;i�•e �o
arrzn�t resir.�.
N$P noti• also ofi'er:
AQotorhlasmr
Thc ;��o�er?�'fascer darzbase
lisr,ng and sofn+•arc packa�c
is now;�•>i1361e ro hdp ��ou
c�•alua�e �hc cost rf32aivrness
a(mo�ors �•ou art considrring
for your s�•s:em. Before pou
purchasc ��our ncxc high-cffi-
ciency mmor, call the ncaresc
hSP rcprescmativt lisred in
ihc back o(this brochurq
and �sk for assiscancc ���i�h
ihis program.
2
Council File # � �__1,Qg3
Presented By:
Referred To:
Green Sheet# 3401'i
RESOLUTION
.- � OF SAINT PAUL, MINNESOTA � a�
J��
Committee: Date:
WHEREAS, on Apnl 12, 1995, ihe City Council approved Final Order 95387, in the matter of condemning and tak�ng fee title to the
property at 722 Payne Avenue to construct the Eastem District Office of the Saiirt Paul Police Department; and
VJI3EREAS, City officials have negotiated and signed a Purchase Agreemenf with 7EBC0 Group, Inc, owner of the said praperty,
establishing a purchase price of $1,392,210, which price represents the fair market value of the property as built out to the speciFications
of the Police Department; and
WHEREAS, the Rea1 Fstate Division has calcuiated thaY the eost of cequiied fumishinge for fhe faeility will be $SQ0�0;
NOW THEREFORE SE IT RESOLVED, by the Council of the City of Saint Paul, upon recammendafion of ffie Mayor and the adviee of
the Long Range Capital Im.provement Budget Committee, that C�pital Impcovement Budget, �.s heretofote adopted and amended by
the Council, is hereby further aznended in th� following p rticul s: '
G
�y G G
w � � Current Amended
FINANCING PLAN a� � Budget Change Bud;et
Relocation of East Teazn Police Site � d�
C95-4D002 « '^ ct
1995 CIB Bonds �� `� 1,250,000 1,250,000
9tate of Minnesota �" 250,000 (250,000) 0
1994(1995 CIB Bond interest eamin s d 0 192,210 192,210
g o� ���^, 1,500,060 (57,790) 1,442,210
SPENDING PLAN � m �
Relocation of East Team Police Site � �
C95-4D002-O518 [ �
Mayox's Contingency p.� � 1,500,000 (1,500,000) 0
C95-4D002-0891 "' � ^
Puichase of Faeility � p� � q 0 1,392,210 1,392,210
C95-4D002-0818 ta� U
Flimishings �, m � 0 50,000 50,000
;, �y m I,500,000 (57,790) 1,442,210
�
r � n
BE IT Ft7RTHER RESOLVED, fllat the proper City officiaLs are hereby authorized and direeted to execute the purchase and
furnishing of the said property on behalf of the Police Department of the City of Saint Paul.
Requested by DQpartment of:
Grimm
Guerin
Harris
Pofice
By:
Retbnan �/ � �-
Thune
� Q o Ap roval Recommended y dget Director:
1
Adopted by Council: Date �_� �j 5 �q�� By: j^+ti
Adoption Certified by Council Secretary: Form A roved by City Attorney: /
gy: By: 1 �- � y' ��
4 x � r �
Approved hy Mayor: L� Appr ved; yor for S miss' n to uncil�
By: /��'� By: � [.��2�
Preparetlbyt�eMayoPSOttice- utlgetSecOOn FIUSERSENGEL1123\RES_EAS�WK4 W/O6/95
s - l�
,� R Police Department Date: SJ28/1995 Green Sheet Number. $40y 1
' � Y DEPARTMINI' DIItF.C1�DR 5 COUNCII,
cact Petsoa and Phoae I3umber. ,,,�„ ., .
' w �., a Q1Y A7T�ORNEY �, Q1Y C7ERK
Lt. Joe Polsl� 292-3764 � vn�Er nmeciox- � . a� MGr. svc vm.
4 YOR(ORASSf.Sl' 6 ESTATEDIVISION
ost be on Co�ma1 Agenda by:
AL # OF SIGNA'i[JRE PAGES 1 {QdP ALi.IACATtON5 FOR SIGNA"1'URL}
GTION RP.Q .
o authorize and direct the proper City officials to execute the purchase of the property located at 722
ayne Avenue for the Eastern District Office oF the Saint Paui Police Department. Ref: Resolution for
onsideration; 2. Copy of Final Order 95-387 authorizing purchase; 3. Copy of Purchase Agreement for
he property.
Mhffi�IDATiONS: APPROVE (A) OR RFJE(:1' (R) ERSONAL SERViCE CONTRACIS MUSI'ANS9VER T7IE FOLiAWING
PIANNING CO�SSION STA�' L Has the peaan jfirm ever worked uader a mntrut for Wis department? YBS NO
CIVII, SERVICE COMbIISSION Has this peson/Emi evet beea a C+t➢ emp1°3'ee� YPS NO
. Dces tLis pesonJfitm possess a sk�l not notmally p� by arq
C1B COMbff1TEE+ _ Glirnnt City employee? YES NO
' all YFS answeis on a separate shcet and attacfi.
PORTS WiIICH COUNCII.OBSf�.('$1VP.?
COTJN(aI. WARD(S� ( DISTRICl' Pft1NNING COUNQ[. J r
�rnvG rxosi.n�e, rss�e, orroxzvNn� (cc'iw. wtiaz, vw�a, wa�, wnY•'7
n April 12, 1995 the Council approved Final Order# 95-387, authorizin� hase of the facility
ocated at 722 Payne Avenue to replace the Eastern District Office of the Saint Paul Police Department,
hich is inadequate for its purpose A u� �Q �g95 j
1
VANfAGES IFAPPROVED: 5r�'•" •>,- '�'?�'
e Police Department will have a facility sufficient to the needs of the Eastern District of the Police
Department.
rsnnvanrrnc�,s rnnrrxovm.
one
ISADVANIAGPS IF NOT APPROVFA:
e Eastern Division of the Police Department wonld remain in its current location, which is insufticient
d inappropriate for its needs. -_
nMOVxr or z�sncnox: $ 1,442,21 0 cosr/�vr�v�$ s�srEU <cma� or� Yrs xo
' ING �� a ''` 1995 CIB Bonds/"1994/45 CIS Bond Inte r�s�'��'��` C95-4D4(12-Q8X
*qAI, glgpgMATTpN; �E�SAIIy� Earnings
F.r,�.S./REAL ESTATE DtVtStON Date: 1J26/95 Green SheeL Number. 3138 �
u�rn air.u�sn • ns�u�.eroR 2 CTIY COUNC9L
tact Pcison and Phox Nomber. ,,,�., —
so ��� Qf'Y A'I'Il7RNL�Y CCIY CI.GRK �
Dave Nelson 266-8850 � suocer nta�cinR mx. � Mc; r. svc o�x_
a x
MAYOR (OK ASSISTAM) I COUNQL RIS7sRCF1
tauscnconcouuriiqgcndaby.2-22-95 Must be in Council Research Office no later than noon Friday 2J10/9
N, # QP SIGNATURE PAGES 1 (QIP AI.L iAG17iONS POR SIGNATUI2L�
CTION RLQUBSIm:
o set a hearing date to approve the condemnation and tal:ing of property. To approve condemnation and
aking of property located at 722 Payne Avenve for the purpose of relocating the Potice Department's East
District Office. Ref: 1. Preliminary Order; 2. Map showing location of said property.
File Number 1$788.
Rf'AOMIvII:NDATIONS APPROVE (A) OR RFJHCL' (R) gRSCyNAt� SERVICE CONS'RACIS Mi3ST ANSWI3R'I7II3 POI.IAWING:
PIANNING COMfvIISSION A ST��' L FIas tAe pecson fCssm cvcr wociccd uodcr a cantract (ot this departmcnt? YF3S NO
CiVII. SER'VICE COMMISSION � Sas t6is pcison/firm cver been a Gry cmptoyee? YES NO
���,� Does t6is peimnJCum poasess a skill aot normatlY P� 6 3' �Y
,— Cutxcnt Gty employee? YES NO
' all YL�S answccs oo a scparate shcct and attach.
RTS WfIICki COUNQL OB.k�.CI7VE?
COi3NQL WARD(S7 6 DISIRICT PLANNI73G COUNCfI. �
INi17[i17NG PROBII�M, ISSUE, OPPORIVNR'Y (WAO, WhaS A'hcn, Whcre, Why?)'
e current East District Office of the Police Department, located at 699 East Seventh Street is inadequate
or its purpose. Action has been requested to acquire fhe above mentioned property.
VANl'pGL'S IF APPROVII7:
e Police Department will be better able to serve the East Side Community oS' Saint Paul.
V.n.^ . '. .:-`,'� q,`�/Ty
UiSADVANfAGE5 IA APPROVID:
�_ ; /' n ..�.-
'��one _.� � t: J.,..J
DISAD VANI'pGL�S IP NOT APPROYFD_
e Police Bepartment must either continue to operate from inadequate facilities or find an atternative
location.
rarf.i,nMOUivror�rxnr�sACnor�: $ 1,250,000 �STJ�-'vF�J1:13UDGLTTGD(CIRQ.P.ONF� n� No
��vtvDU�� souxc� ncrrvrrY rruntnesz
:�nrrcw. u.moxnu'nox: �e�ceu,u.�
CIB Bonding . . . . . . . . . . . . . . . . . . . . . . . $1,250,000
,
CZTY OF -
SAINT PADL
PRELIMI2iABY QBDSF
������.�
a f is ��s
���
� -
COIINCIL PILE NO,_��� � (
B�2�,�=-- �
FILE N0, 18788
vOTZNG WABD 6
In the Mattet of Condemning and taking fee title in that property located at 722
Payne Avenue for the purpose of constzucting the Eastern District Office of the
Saint Paul Police Department, said ptoperty is legally described as follows:
Borup and Payne's Addition to St. Paul, Lots 14 through 17, Block 4 and that part
of Lot 18 Block 4 lying Westerly of and parallel 'to the centerline of Northern
Pacific Railway.
The Council of the City of Saint Paul
, ' ' , hereby resolves:
. bac�.�!°y `�<�ma��c�J w:ll b� a�a:�.��ilc� � ���.� \:l,
1. That'�
���z«c�r.ts, and that the estimated cost thereof is $1,250,000.
financed by Capital Improvement Bonds.
2. That a public hearing be had on said improvement on the 12th day
' 1995, at the hour of 3:30 p.m., in the Council
Chambers of the City Hall and Court House Building in the City
of Saint Paul.
3. That notice of said public hearing be given to the persons and
in the manner provided by the Charter, stating the time and place
of hearing, the nature of the improveraent and the total cost
thereof as estimated.
CODNCILPERS�NS
Yeas Nays
�akey
,/ �imm
,/G�ferin
i/H ris
�ard
�tman
hune
oR���NA�
�In Favor
�Against
Adopted by Council: Date���
Certified Passed by Council Secretary
By � c �
Mayor
-' ' , �.r �% -y� ' - .� _nn _ - .
r - -.-� ---- - - -� T -------
I i � 68 OLZ i t -,- -_- B'oLZ
� � 1 : , < �� � .
� I • ��,� � Q y � j�F `� .��J
— �� � � b I �J �n � `� J� J:,'� 1
� +� ' � 2 _5? . M� < ° � � �
, �� 6� �, v ,� � o
b�� L � ��., 1 / � � 2 �t Q N I� e cf'. v I
<� �V � li I� w� � � j � f ' N ci � .n
e� . iN O A �, I � o� f �. m ^1 � �
' � V �V � � o
; ' S ` � �
� � � � /� �� g � / /�
� � � � � I I"iF /y
' � �� ' � ' �' "y
� , , S ° � �� - O
� ' � ��
� s
�
�
�`
� — � � ,s • r, � �
.�
�
� t y' � �..- " r .�'cc�
� - � r � " i
c ^� o : ^.�1 7 ,� � ' \ ���.
�p � : � -� Gl � r � � � G) �: , ; ''�
V � • T i
� : � g I
_ �� � � � `��~��`�
— + S� i . � �. V h v C� ) ' i � I
y t SZ'/I , � : � l� I
� t i« � � 1 ::' -s.F: I
' p O _ _. �" � O . ' e � � !�- '�. p� I
v � .�a n �/ .. ' "' =•� E;
� J 3 �v5 �
� - L---_ _ JS%/•:. .i._ ..
o ti � =� - •' � �
} C� C '—'P,S w a- e .ti O J.� . �� ' VO� � s I
�. v _ V � � ' �4" � `
� b SF/ � .°.!^/ V n �J . '�,a.:. ?� - Y v$ �
-....
1 ` _ -- ° % '� � - = ' �,;�
C � � G +-
. ' ' �7/7 �' + ^ � � �' ~ (tj � � � =' � " (n �4 " I,
(1 �N
o y . ° ( �JJ � � � V F ;., a i ° -`- .�• �'S . v i
� - o ' � �o V � V ' --'`•�
' 9 O �- T � t� oo 'll'z .� 0 ` `_� ?. : ai '': . a �
��/ � � �? h J n 3 2` T ^ ' { \ .� "' t:..:� :� . �!. : �
�' � '�. I v � } � � �i � � c. z '� �� ; s�:, �
tg [F [E S7 r. � e I 2�G7 ' is/ y i3.": �- x '" . ''�" 'E'i>ii���Xa
�a �� � �} �
� p � �V �
" 2_ h t � a`� �.
� � u
7 �C 1
i cy ' Hv
i G�
i
_ n M �
v
.-. i � o
' J - �
' � . -�
o ___-Y___ �
�
n �+ �
` ___� � --_c
� �
�` -
q _ _ � � '
] .,i V 'v
.../
� ` = y.
� I
:. _� = �
�
... ; ~ _
-' - �� �
� m_ :-_ =�%T �_-_ _ � ; �
� �� --`- -----�-
. "' •" �kt�...:
- � N �.�i'd �
� "` '�' ` � -
sF - - - si. .,::� •si'f- ----------- ��
b � ` � �
�u c „ d -, „ s.•i � :
v .� _ ' . � .� _
�` .
�n ^
� N
( � 1 � [ J ' P ''� 1n 1� l..
� V b � �.+ � a
� � ry C � �
v � N =
ry v V
v
M � m � M �
� � v �' (y a
� �''
h c � � c
N
h v. � �i ��U _
b /1
y r
` � V
ti v m b <l.� �
N rl �� (�j
N v � i" � �`'Tc' � T �/ R! �
� , _ I
� �
� .� °1 0 �, -
a -
�, `'' � � ° �
-- � ^ �
�
/ % t
6
$PINT
PAUL
�
AAAA
{nterdepartrnental Memorandum
CITY OF SAINT PAUL
To: Joe Reid
Budget Director
From: Dave Nelson
Real Estate Manage
Date:
September 11, 1995
qs - 4 0�
,......_-•.: �,.>... .,..,� ......:.........:......;.......
.., . ...M:_- ... ..:..::. . . .:.
:...,.., . .: . .... ,. .>,.,. .,..,
's.��R�i��G�f sr�I`��.'L.��3f <.+��1.@@�:.^..�:QX;:: :� '`�$�;:�'�$� �_:�:C'. . Lil1.:..�:;� :::r�. E;k
.: y .
�;.,,..,,.
. .:,i:�. ...�Z .:,. 7�'i..:: %': ;;;3;.:::::23$3 :� �Y;E:.:...
_.., .,.., .:. .
...:. .,� ........::.... .... .
_,., _..,-�.: -
..,.::,.,..o,e:.,.�:<.�::,�:,,:.":.xw.;:::�2::.; .�.,.: a.,�...,,.....,�,..w,....i.:,.,.F.,.<..,.::.. ..:.......:...
In follow up to a11 the questions I have received, I have prepared the following
responses:
1. How is the purchase price of $1,392,210 broken down? Attached is a breakdown
of the land and building (as is), hard construction cost and the various soft costs.
2. The appraised market value of the property, based on its highest and best use as
commercial property, was estimated by Mike Bettendorf, the City's independent
fee appraiser at $245,000, as of June 18, 1994:
�
Land $218,000
Building $ 27,000
Total Appraised Market Value $245,000
I contacted Mr. Bettendorf to inquire if he had a sense of any real change since
his 1994 appraisal. Mr. Bettendorf indicated that he did not believe there has
been any significant change in value since June 1994.
3. The following is a recent history of the market value of the subject property, as
prepared by the Ramsey County, Department of Property Tasation. The values
reflect Industrial zoning of tbe property, as when it was part and parcel to the
Hamms Brewery Company, now Stroh Brewery Company. In 1493, Ramsey
County reduced the assessed valuation on the property based on physical
obsolescence of tbe building and its failure, as income property, to produce an
income stream.
�
1992 Land
Bldg
Total
1994 Land
Bldg
Total
$ 54,700
242 9 0
$297,600
$ 97,000
1000
$ 98,000
1993 Land $ 84,900
Bldg 1000
Total $ 85,900
1995 Land $ 97,000
Bldg 1000
Total $ 98,000
�5— 1��3
'The primary distinction between the City's appraised value of $245,000 and that of
• the Assessor, is that the City's appraiser determined the highest and best use of
the property as commercial, rather than industrial. Consequendy, the mazket
value of the land as commercial is about twice as much as for industrial land.
In reviewing the appraisal by the City's independent fee real estate appraiser, the
Real Estate Division concurred Mr. Bettendorf's conclusions.
4. Ownership of Jebco Group, Inc. is as follows:
John E. Biomquist . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60%
A trust agreement for the benefit of Peter J. Biomquist . . . . . . . . . . . . . . . 40%
5. Traditionally, the City purchases a property, then employs an architect to design
the huilding and, finally, bids the construction. When this project was first being
considered by the City, back in 1992-1993, we decided to provide as many ways as
possible for the mazketplace to respond, as long as the City achieved a quality site
and facility for a fair price. T'he City received proposals based on three
approaches:
a. Lease the space as built out to the City's specifications;
• b. "As is" sale of the Property, with the City to build out the space or
construct a new building; and
c. "Tum key" sale of the property, with the seller to build out the space
to the City's specifications, the sale to take place upon completion,
of the construction.
When the East Team Facility Task Force analyzed the proposals, with the
professional assistance of the LIEP Design Section, the "tum key" approach
proved to be the most cost effective proposal for the 722 Payne site.
The costs established by:
a. The LIEP Design Division estimated the Cit�s cost under the "as is"
approach would have been $1,475,467.
b. The Request for Proposal submitted by the Seller in 1493 indicated
that, under the "tum Key" approach, the Cit}�s estnnated cost would
be $1,183,000.
Additionaily, the "tum key" approach, by combining the sale, design and
construction into one contract, provided a more direct time line for completion
and occupancy.
�
� 5- loS3
• 6. The Seller informed the City that the property was broken into around July 31
and some of the electrical and heating components were removed. My response
to the Seller was: As unfortunate as this incident may be, any uninsured losses or
damage as a result of this incident are the Sellers responsibility, and are clearly
not the Cit�s problem.
A footnote: The purchase price from the Seller, dated July 6, 1995, of $1,392,210,
is the same price as state in the Seller's letter to the City of August 24, 1995.
In tbe event a break in would occur at the property after the purchase agreement
is signed and construction started, the Seiler would have property insurance in
place, and the contractor would carry Builder's 12isk Insurance on the project.
•
7. Following are the assessments against the property for years 1989 through 1995:
Assessment Principal Interest Assessment Principal Interest
1988
Maintenance $1124.00
Sewer Charge $ 628.00
Recycling $ 50.63
ManaQement $ 11.50
1989
$ 0.00 Street Maintenance $1263.00
$ 0.00 Storm Sewer Charge $ 628.00
$ 0.00 Waste Recycling $ 62.56
$ 0.00 aste Mana�ement $ 11.40
1990
Maintenance $1290.00
Sewer Charge $ 657.00
Recycling $ 68.96
Sewer $ 204.55
1991
$ 0.00 Street Maintenance $1333.00
$ 0.00 Storm Sewer Charge $ 675.00
$ 0.00 Waste Recycling $ 73.9&
$ 29.17 Storm Sewer $ 103.31
1992
Maintenance $1387.00
Sewer Charge $ 709.00
Management $ 64.56
Sewer $ 44.55
$
$
$
$
0.00
0.00
0.00
10.69
0.00
0.00
0.60
5.35
y994
Maintenance $1488.00
Sewer Chazge $ 747.00
Management $ 61.02
Sewer $ 44.55
$
$
$
$
$
$
0.00
0.00
0.00
0.00
$
$
$
$
� �ti
0.00
0.00
16.93
1993
Maintenance $1374.00
Sewer Charge $ 709.00
Management $ 60.28
Sewer $ 44.55
$
$
$
1 11
{ 1{
1 11
:1
1995
Maintenance $1512.00
Sewer Charge $ 873.00
Management $ 261.28
Sewer $ 44.55
$
$
$
$
1 11
0.00
0.00
� - __ ---------
�S�ti���
•
E:�
According to Ramsey County TaYation, as of today, September 11, 1995, ail
assessments have been paid.
Recap on the Cost of the project as per City Council Resolution 95-1083:
Real Estate and Buildout of 722 Payne $1,392,210.00
Systems fiunishings $ 50.000.00
Total Cost $1,442,210.00
�
�
Should you have any further questions, please contact either myself at 266-8860 or Joe
Polsld at 292-3764.
cc;
Council President Thune
Council Member Harris
Council Member Rettman
Council Member Guerin
Chief Finney
Lt. Joe Polsld, PD Project Manager
Ron Kline, Budget Office
Council Member Blakey
Council Member Megard
Council Member Grimm
Mazk Shields, Mayor's Chief of Staff
Martha Larson, Director of FMS
Peter White, Real Estate
Bruce Engelbrekt, Budget Office CIB
(Eastbret�
�
vi F
� �
> N u
^ � a
� O
S� N M1�j U
6 E., � .�i
w.
v j� ^ U
� y O
�
a�y � y N
� � o''p a
�p V) Q� N
❑
R
U
�.
A �^
W �
� �
m
m A
w $
E ° o
v a
F �
N �
U �
�
�
N
�
O
•
0
U
�
rn
�i
rn
vr
a:
N C
T O
a, V
a. �
S �
h
v m
II �
o �
� �
N �
0 3
4. �
o C
0 3
0
N O
� �
1�1 Q
O V�i M �
N [� N v�
O� t+1 �O N Vi
(�i �D .�r � O�
� 69 fR � V)
O O N�
N O Q.
o: �o" "
cn �o
l� 69 H9
vr
4
N
m
4
a
�
a
�
v
�
d
a
.-
�
U
T
a
v
a
a
�
° o
0
�
�
�
>
d
N
W
�
Q
� O
O
� O
�D O
� h
o �
V3
t1 O
- O
I� O
W N
ki 49
h
�
I �
� � N
a O T '� ,.,
� G y� O
5 0� � y �
0 0 ^� "� � o
c .�. `� U � " �
� y N � � y N
.a o
V O �, � O �
y V c� a� R �
C � w .� b �
9 Q U U a U �
� 9
x F
G
'V
W
�
C
.�
�
0
V
'r:
0
ti
0
ai y d
v m �o
U '
P� U P.
� � �
� � �
� O
�n N
Y'� N
n �
49 M
V)
O S � p � O O �p
O O O O O O�
�� � � �c�A �
h O
� O
N M
W
r+
69 �
�
h O S O O O O O O
t? O O O V� O O O O
� � � e � � � � �
69 V3 59 V3
V
N
oa
i � -C
y N � O
PG p CL U
y � C C y `
O N O n ' .`3
P U o � V � o
o p��, o°D h U
4. a� .$
w � c d o `�' � ° � °
Q.-� W W U v�i l U C� `n
�
O
F�
U
5
O
F
� ��— � v��
O
N
N
�
In
69
O O
O N
N �
69 �
O
O
O
N
69
O 6�4
O
0
N
�
7 �
o �
R
b �
'� U
O �
y d �
a o
a. a��i C
� °' 5
U ri w
9
O
F^
QS - ����
�
i.
2.
3.
CfTY OF SAINT PAUL
PURCHASE AGREEMENT
Date: September 15. 1995
I,ocation of the Rea1 Estate: 722 Pavne Avenue
Saint Paul Minnesota 55101-4127
Lega1 Description of the sale property:
All of Lois 10 through 17, Block 4, Borup and Payne Addition to Saint Paul,
together with those parts of I.ots 18 and 19 in said Block 4lying westerly of
a line 50 feet westerly of and parallel to the center line of tbe Northern
Pacific Railway Right-of-Way.
•
4.
Parties to the agreement:
a. Name and address of Buyer: City_of Saint Paul - PD in cfo Lt Joe Polski
100 East Eleventh Street
Saint Paul. Minnesota 55101
b. Name and address of Seller: JEBCO Grou�. Inc.
360 Robert Street
Saint Paul Minnesota 55101-1503
5.
�
Purchase price accepted by Seller, $1.392,210.00, is contingent upon the successful
completion of the buildout of the property (as described in Paragraph 7 of this agreement).
The terms and conditions of this Purchase Agreement are subject to approval by the Council
of the City of Saint Paul.
Buildout of the Building and Site.
a. TJle buildout shall conform to the plans and specifications as prepared by Sbea
Architects, Inc. and dated September 13, 1995.
b. Furtber, changes requested by eitber the Seller or the Buyer after formal approval
of the design development documents, must be made in writing and signed by both
parties and must be in compliance with Paragraph 12 of this agreement.
• 8. Shea Architects, Inc. shall be the provider of professional design services. The Buyer shall
approve, in writing, any change of professional design services provider.
`�S-lo�'3
Purchase A.greement
722 Payne Avenue
� Page 2
9. Tfie Seller shall provide to the Buyer a Schedule of Values for the project, prior to the
commencement of Work on the site.
Progress payments shall be payable on a monthly basis, or according to a mutually agreed
upon timetabie. Seller shall submit an Application for Payment in accordance with the
Schedule of Values and based upon the cost of Work completed and materials stored on
the site or at other locations approved by the Buyer.
Within twenty (20) days after receipt of each monthly Application for Payment, tbe Buyer,
acting in the capacity of construction Lender, sball make progress payments to the Seller in
the appropriate amount for with Application(s) for Payment shall have been submitted less
5%, which percentage sball be retained as a contingency reserve untii compietion of the
buiidout and transfer of the property. Completion of the Work shall be subject to
ver'if'ication by the SeDer's Architect; and the scope, materials and workmanship shall be
subject to review and approval by the Buyer, acting in its capacity as construction Lender.
If the Buyer fails to pay the Seller at the time payznent of any amount becomes due, the
Sellez may, at any time thereafter, upon serving written notice that the Work will be stopped
within five (5) days after receipt of the notice by the Buyer, and after such five (S) day
period, stop the Work until payment of the amount owing has been received. Buyer shall
pay interest on payments due but unpaid, as provided by law.
• At the rime of ciosing, any unpaid balance, including the percentage retained as a
contingency less the cost of any disputed work, shall be due and payable.
10. Buyer sha11 have the option to require the Generai Contractor to obtain a performance
Bond for the project, in which case tbe purchase price shall be increased by the amount of
such bond premium plus an appropriate IS% administration fee.
11. The Seller shall observe the dictates of the Davis-Bacon Act and City Ordinances,
specificallyAdministrative Code 82.07 requiring in all contracts over $10,000 that contractors
must pay employees tbe prevailing wage.
12. Change Orders for tbe buildout shall be pemutted only accarding to the following
procedures:
a The Suyer shall be given copies of all Change Orders initiated by the Seller; and it
shall be the Buyer's responsibility to advise tbe Seller within 5ve (5) days,
commencing on tbe date tHe Buyer receives notice of the Cbange Order, when the
terms of such Change Orders materially modify the scope and intent of the Work.
b. In those circumstances, if any, in which the Buyer has notified the Seller within the
allotted five (5) days that the Buyer believes a Change Order has materially modified
the scope and intent of the Work, the Seiler must demonstrate that any changed
• specifications will be equal to or improve upon the specifications contained in the
Contract Documents.
�S-1d83
Purchase Agreement
722 Payne Avenue
. Page 3
c. Any addiuonal costs resulting from Seller inivated change orders will be borne by
the Seller unless tbe Buyer has agreed, in advance and in writing, to assume such
additional costs.
d. Any additional costs resulting from Buyer initiated change orders shall be bome by
the Buyer unless the Seller bas agreed, in advance and in writing to assume such
additional costs. The Contractor shall submit an itemized list of the costs of such
Change Orders to the Seller, wbo shall add JEBCO Group, Inc.'s administrative fee,
not to exceed fifteen percent (15%), to cover A f E and management costs of the
Change Order.
e. Any savings resulting from Change fJrders, whether initiated by the Seller or tbe
Buyer, shall be deducted from the purchase price.
13. Seller shall provide the Buyer, within thirty (30) days of signing this Purchase Agreement,
an updated Abstract of Title and f or an Owner's Certificate of Title. Selier agrees, at
Sellers's cost and eacpense, to conect or remove any excegtion or "clouds" on the title as
shown on tbe Buyer's "Commitment to Insure" titie examination report.
14. If, within fifty-five (55) days of the signing by both parties of this purchase agreement, an
unforeseeable circumstance develops that would make ti�e Seller responsible for substantial
unanticipated costs to complete the terms and conditions of this agreement, the Seller shall
• have the right to terminate this agreement. Upon such termination, any earnest money or
other payments already submitted shall be refunded to the Buyer.
15. All notices required herein shall be in writing and shall be delivered personally or mailed
ta the address as shown in Paragraph 4, above, and, if mailed, shall be effective as of the
date of mailing.
16. Closing shall occur upon substantial completion of the buildout to the scope and
speciflcations outlined in design development documents, at which tune the title to tbe
premises shall be conveyed to the Buyer and the �inal disbursement of funds shall be made.
The Closing date shall be March 19. 1946, which date may be postponed and rescbeduled
by mutual agreement of tbe parties hereto. Seller shall pay all closing costs.
Substantial completion of tbe Work, or a designated portion thereof, sball mean the date
on which construction bas been sufficientiy comp]eted, in accordance with design
development documents, as to accommodate occupancy or use for iu intended purpose of
the Project or a designated portion thereof. The date of substantial completion of the Work
sball be confirmed by a Certi�cate of Substantial Completion signed by the Buyer and
Seller, and by the issuance of a Certificate of Occupancy as required by law.
If causes beyond the Seller's control delay the progress of the Work, the date of Substantial
Completion shall be modif'ied by Change Order as appropriate. Such causes may include
but not be limited to: changes ordered in the Work, acts or omissions of the Buyer,
prevention by the Buyer of performance of the Work by tbe Seller pending any resolution
• of dispute, discovery of hazardous materials, differing site conditions, advezse weather
conditions not reasonably anticipated, fire, unusual transportation delays, labor dispntes or
unavoidable accidents or circumstances.
�S - 1�8;
Purchase Agreement
722 Payne Avenue
• Page 4
17. At the closing, the Seller shall convey marketable fee title to the Buyer by Wananty Deed.
18. Seller shall pay all t�es payabie in 1995, as well as any delinquent taYes not yet paid. Selier
shall pay all assessments levied and pending against said property as of the date of closing.
Seller shall provide buyer with proof of payment of tases and assessments. Any assessments,
taxes, and liens not paid as of the date of closing, shall be withheld from the purchase price.
Buyer shall pay all t�es payable in 1946 and thereafter.
19. At the closing, the Seller shall provide mechanics' lien waivers for all contractors, general
contractors, sub-contractors and suppliers.
20. Seller sha11 provide an affidavit on the date of closing, indicatSng that the Seller has not used
or permitted the use of the subject property as a hazardous waste disposal facility as defined
in section 115A.03 Subd. 10 of Chapter 121 of the Laws of Minnesota of 1983; and that,
other than as shown in the Phase I, II and III studies performed on the property by Peer
Environmental, Inc, there is no basis to conclude that this properry has been subject to or
contaminated by the release of any hazardous substance, hazardous waste, pollutants of
contaminants as defined in Section 115B.02 of the Min.nesota Statutes.
21. All wazranties and representations made in this Purchase Agreement shall survive the
closing and the conveyance of utle to the property. This Purchase Agreement and all
obligations provided shall, to the extent not fully satisfied and performed by or through the
. ciosing, survive the closing and the conveyance of title to the property. Ti�e Seller sHall
warrantee the materials and workmanship speciffed in design development documents for
a period of one year following the closing date.
22. This contract shall be governed by the laws of the State of Minnesota.
23. Representation
a. The representative of the Buyer is . The repzesentat�ve
of the Buyer shall be fully acquainted with the Work and sha11 serve as the point of
contact for the Buyer.
b. T'he representative of the Selier is . The representative
of the Seller shail be fu11y acquainted with the Work and shall serve as the point of
contact for the Se11er.
24. Dispute Resolution
a. Inivai Dispute Resolution. If a dispute arises out of the interpretation of any article
of this Agreement or its breach, or the interpretation of the Construction Agreement
or its breach, the parties shall endeavor to settle the dispute first through direct
discussions. If the dispute cannot be setfled through d'uect discussions, the parties
shall endeavor to settle the dispute by mediarion under the Construction Industry
Mediation Rules of the American Arbitration Association before recourse to
arbitration. The location of the mediation shall be the location of the Project. The
• parties agree to conclude such mediation within sizty (60) days of the filing by one
party with the other contracting party and the American Arbitration Association of
a request for mediation.
Purchase Agreement
722 Payne Avenue
. Page 5
`1s-���3
b. Agreement to Arbitrate. Any controversy or claim arising out of the interpretation
of any article of this Agreement or its breach, or the interpretation of the
Construcdon Agreement or its breach tbat cannot be resolved by mediation, except
for claims that bave been waived by tbe making or acceptance of final payment, shall
be decided by arbitration in accordance the Construction Industry Arbitration Rules
of the American Arbitration Association then in effect unless the parties mutually
agree otberwise.
c. I�otice of Demand, A written demand for azbitration shall be filed with the
American Association and the ather party to this Agreement within a reasonable
time after the dispute or claim has arisen, but in no event after the applicable statute
of limitations for a legal or equitable proceeding would have run.
d. Award. The arbitration award shall be final. Judgement upon the award may be
confirmed in any court having jurisdiction.
e. Work Continuance and Payment. Unless otherwise agreed in writing, the Seller shall
continue the Wozk and maintain the approved scbedules during any arbitratian
proceedings. If the Seller continues to perform, the Seller shall continue to make
payments in accordance with ttus Agreement.
• £ Multiparty Proceeding. The parties agree tbat all parties necessary to resolve a claim
shall be parties to tbe same arbitration proceeding. Appropriate provisions shall be
included in all contracts relating to the Work to provide for the consolidation of
arbitrations.
g. Cost of Dispute Resolution. The prevailing party in any dispute arising out of the
intezpretation o£ any article of this Agreement or its breach, or the interpretation of
the Construcuon Agreement or its breach that is resolved by arbitration or litigauon
shall be entitled to recover from the other party reasonable attomey's fees, costs and
ea�penses incuned by the prevailing party in coanection with such arbitration or
litigation.
•
�IS-lo�3
Purchase Agreement
722 Payne Avenue
� Page 6
SELLER:
;
•
BUYER:
B
Police Department
By:
• Real Estate Division
(eastp�i)
Date:
Date:
Date:
�� �zm. �S_ 1 ���,
��� � ���
�
�
��
��
�
�
1
�
�
�
�
�
�
1
�
�
C�
EAST SfDE POLICE
TEAM FACILITY
ST. PAUL, MN
OUTLINE SPECIFfCATION
DESIGN DEVELOPMENT
DOCUMENTS
ISSUED:
SEPTEMBER 13, 1995
SHEA ARCHITECTS, INC.
COMMISSION #3815.d0
�
1
�
�
�
�
'
�
�
'
�
�
,
�
�
�
�
�
�
�
�5-10�3
PROJECT:
LOCATION:
OWNER (SELLER):
BUYER:
PROJECT MANAGER:
ARCHI7ECT:
STRUCTUR,4L ENG/NEER:
East Side Police Team Facility
722 Payne Avenue
St. Paul, MN
JESCO GROUP, INC.
360 North RobeR Street, #700
St. Paul, MN 55101
612-222-3081
612422-3085 (fax)
CITY OF ST. PAUL
PD in c/o Lt. Joe Polski
100 East Efeventh Street
St. Paui, MN 55101
CBA LTD
1221 Nicollet Mall #216
Minneapolis, MN 55403
612-342-9300
612-342-9301 (fax)
SHEA ARCHITECTS, INC.
100 North 6th Street, #650C
Minneapolis, MN 55403
612-339-2257
612-349-2930
CLARK ENGINEERING CORPORATION
2815 Wayzata Boulevard South
Minneapolis, MN 55405
612-374-4740
612-374-4749
MECHAN/CA!/ELECTR/CAL STEEN ENGINEERING & CONSTRUCTION SERV. INC.
ENGINEERS: 42'IS Winnetka Avenue North, Suite 257
New Hope, MN 55428
612-546-8553
612-546-7523
�
�
�
,
�
DIVISION 1
Scope and Intent of Documents
DIVISION 2 - SITEWORK
' 02050
02513
02831
�
�
�
�
�
�
�
�
�
DNISION 4 - MASONRY
04200
DIVISION 5 - METALS
05120
05310
D1VIStON 6- WOOD AND PLASTICS
06100
06115
06400
��.����.�. . -
07210
07510
07600
07900
DIVISION 8- DOOR AND WINDOWS
08110
08210
08300
08650
0870Q
08800
r
DIViSION 8 - FiNISHES
� 09250
09310
09330
, 09510
09650
09680
09900
,
��-1Q�3
East Side Police Team Facility
TABLE OF CONTENTS
Allowances
Options
Demolition
AsphaNic Concrete Paving
Chain Link Fencing/Gates
Unit Masonry
Structrual
Steel Roof Deck
Rough Carpentry
Wood Deck
Architectural Casework
Buiit-up Asphalt Roofing System
Flashing and Sheet Metal
Sealants
Metal Doors and Frames
Flush Wood Doors
Special Doors
Special Windows
Finish Hardware
Glazing
Gypsum Waliboard
Ceramic Tile
Quarry Tile
Acoustical Ceiiings
Resilient Flooring
Carpet
Painting
�
�
�
,�
�
�
�
�
�
j
�
�
1
1
�
1
�
�
1
D1VIS10N 10 - SPECIALTIES
10100
10160
10200
10400
10500
10520
10670
10800
DIVISION 11 - EGIUIPMEN7
11131
DIVISION 12 - Furnishinqs
�2500
TABLE OF CONTENTS
East Side Police Team Facility
��j-l���
Marker Boards and Tackboards
Toilet Partitions
Louvers
identifying Devices
�ockers
Fire Extinguisher
Storage Sfieiving
Toilet and Bath Accessories
Projection Screen
W indow Treatment
Table of Contents
Q�- ia�
East Side Police Team Facility
DIVISION 1
SCOPE AND fNTENT OF DOCllMENTS
SCOPE AND INTENT - The Owner {Seiler) intends to pertorm a4! of the Work reqwred or
reasonably inferred by the Design Development Documents, which have been prepared in
connection with a certain building located at 722 Payne Avenue, St. Paul, MN. Such Work is also
referred to as "Buildout of the Building and Site" and an enumeration of the Design Development
Documents is described as follows:
Outline Specification, Design Development Documents, prepared by Shea Architects, Inc.
(Architect) and dated September 13, 1995.
Plans (Drawings), prepared by Shea Architects, Inc. dated September 13, 1995, described
as follows:
1. DD1 - Site Plan
2. DD2 - Gonstruction Plan
3. DD3 - Elevations
4. DD4 - Schedules
5. M2 - HVAC/Plumbing
6. E2 - Lighting
7. E3 - Power & Systems
Subject to the execution of the BuyedSeller Purchase Agreement (Purchase Agreement) and its
approval by the Council of the City of St. Paul, on or about September 20, 1995, the Seller shall
cause the Architect to prepare Construction Documents that are suitabie for construction purposes.
Subject to Revisions and/or Modifications, as may be required to satisfy codes, laws or regulation
of governing agencies, such Construction Documents shall be prepared in conformance with the
Design Development Documents. _
ALLOWANCES -The Purchase Price includes the following Allowance Amounts which are intended
to cover certain items for which the Scope of Work and Pricing has not been determined. At such
time that Final Requirements have been determined and approved by the Buyer, the Owner (Seller)
shall cause necessary Plans and Specifications for the Allowance Work Items to be completed by
the Architect and priced by the Owner (Seller)'s General Contractor.
Subject to the provisions of the Purchase Agreement, in the event that the total of the amounts set
forth hereinbelow exceeds the total cost for pertorming Allowance Work, the Purchase Price shall
be decreased in the amount of such excess. In the event that the totai of the amounts set torih
hereinbelow is Iess than the total cost for pertorming Allowance Work, the Purchase price shall be
increased by the difference between the total cost of performing Allowance Work and the total of
the amounts set focth hereinbelow:
Division 1
Scope and Intent of Documents
�i� `�d�J�
Easi Side Police Team Facility
DIVISION 1 - continued
Allowances are as foilows:
• A1 - Door Refease and TV Monitoring Systems $500.00
• A2 - Public Address and Intercom Systems 2,000.00
• A3 - Buiiding Egress and Intesior Circularion Moditications 5��.0�
made necessary by Code Requirements
• A4 - Data and Tefepho�e Lines/Equipment 9,200.00
(excluding associated conduit)
OPTIONS - The Owner (Seller), subject to availability, price and performance criteria, has the sole
option of selecting the Roof Deck type, whether it be steel, solid wood deck or Iaminate wood deck.
The Owner (Seller)'s Roof Deck selection shall not cause an increase or decrease to the Purchase
Price.
The scope of work excludes asbestos abatement and demolition within the basement area.
END OF DIVISION 1
Division 1
Scope and Intent of Documents
�
�
�
�
�
�
�
�
�
�
�
�
�
�
�
�
�
�
� ��-j�83
East Side Police Team Facility
SECTION 02050 - DEMOLITION
PART 1 GENERAL
1.01 All existing interior walls, ceilings, finishes, fi�ctures, equipment, windows, doors, etc., to be
removed, incfuding existing perimeter wafl insulation and finish. All existing surtaces including
basement to be cfeanedlpsepared as required to receive new finishes/construction.
1.02 Ali asbestos/hazardous materials to be removed by qualified contractor, in compliance with current
codes.
1.03 Existing roof structure to remain exposed after construction shall be cleaned.
END OF SECTION
02050
Demolttion
�
�
�
�'
�
�
�
�
�
�
�
�
�
�
�
�
�
i
�
�
�5-ic��3
East Side Police Team Facility
SECTION 02513 - ASPHALTIC CONCRETE PAVING
PART 1 GENERAL
1.01 MNDOT 2341 wearing coat over existing paving. Prepare existing paving as required.
1.02 Striping to be two coats of chlorinated rubber-alkyd iype traffic lane marking paint in 4" wide
stripes.
END OF SECTION
02513
Asphaltic Concrete Paving
� �
East Side Poiice Team Facility
SECTION 02831 - CHAIN LINK FENCING/GATES
PART 1 GENERAL
1.01 Chain link fencing/gates to be galvanized systems in the locationslheights indicated on the
drawings, and in full compliance with Chain Link Manufacturers Institute product manual and
applicable ASTM standards
1.02 All gates are manually operated.
END OF SECTION
02831
Chain Link Fencing/Gates
�
�
�
�
� PART 1 GENERAL
SECTION 04200 - UNIT MASONRY
t '
a
East Side Police Team Facility
� 1.01 CONDITIONS OF THE CONTRACT
A. The Conditions of the Contract (General, Suppiementary, and Other Conditions) and the
General Requirements (Sections ot Division 1), apply to 1he work of this section.
�
�
�
�
�
�
�
�
�
�
�
1.02 MATERIALS
A. Mortar, ASTM C270, Type S
B. Concrete block, ASTM C90, Grade N, Type 1.
C. Wall reinforcing, Truss Type, wire conforms to ASTM A80.
D. Brick, SW ot a type determined by Architect and approved by Owner. I All masonry faid
running bond.
1.03 TUCKPOINTING
All existing brick to be tuckpointed as required to repair all loose/cracked joints.
PART 2 PRODUCTS
N!A
PART 3 EXECUTION
N/A
END OF SECTION
04200
Unit Masonry
�
� r
East Side Police Team Facility
SECTION 05120 - STRUCTURAL STEEL
PART 1 GENERAL
1.01 Provide steel beams, channeis or angles for the support of roof top mechanical units
and around duct penetretors through the roof decking.
A. Steel to be ASTM A36.
B. Steel to be shop painted with 2 to 3.5 mill coating of fabricators standards shop
paint. See Roof Finish Schedule for field painting requirements.
END OF SECTION
0�'I 20
Structural Steel
�
�
�
�
�
�
�
�
�
�
�
�
�
,
�
�
�
pattem. Side laps to be secured with one (1) intermediate #10 Tekscrew.
Deck to receive one coat of manufacturer's standard baked on rust-inhibitive
prime finish paint. See Room Finish Schedule for field painting requirements.
The Owner, subject to availability, price and performance criteria, has the sole
option in selecting the root deck type, whether it be as noted above or under
Section 06i15 Wood Deck.
q5-���3
East Side Poiice Team Facility
SECTION 05310 - STEEL ROOF DECK
PART 1 GENERAL
1.01 Provide steei roof deck: 1-1(2 inch - 20 gauge-type "6", meeting the requirements of
the Steel deck fnstitute.
A. Deck to be attached to all supports with 5/8° round puddle weld in a 3614
C.
� END OF SECTION
�
05310
Steei Roof Deck
�
�
�
�
�
�
��
�
��
�
�
�
�
�
�
■ l
PART 1 GENERAL
SECTION 06115 - WOOD DECK
�� - I�g�
East Side Police Team Facility
1.01 Provide wood decking spanning the 6'-6" purlin spacing, of a type listed below: AI!
deck shaii meet the requirements of "National Design Startdard for Wood Gonstruction",
t891 Edition.
1.02
1.03
1.04
1.05
A. Solid Deck: Generally matching the existing roof deck, similar species, strength
and size.
B. Laminated Deck.
Deck grade sha11 be "Industriaf". Design loading shall be 40 psf - live Ioad and l5 psf -
dead load, with a deflection criteria of U240. Deck shail span a minimum of two spans
and can be spiiced at the purlins or placed in a random pattern.
Deck shail be attached to the existing wood blocking at the puriins utilizing deck
manufacturer's standard connectors.
See Room Finish Scheduie for field painting requirements.
The Owner, subject to availability, price and performance criteria has the sole option in
sefecting the roof deck type, whether it be wood or steel, as noted under Section
05310.
� END OF SECTION
��
�I
Ofi115
Wood Deck
�
q�-��8.3
East Side Police Team Facility
SECTION 06100 - ROUGH CARPENTRY
PART 1 GENERAL
1.01 MATERIALS
A. Blocking in walls to be fire retardant treated.
B. Biocking and curbs on roof to be Pressure Treated, with water-borne preservative.
END OF SECTION
06100
Rough Carpentry
�
�
�
�
1
�
�
�
�
�
�
�
�
�
�
1
�
�
�
�5- ��83
East Side Pofice Team Facility
SECTiON 06400 - ARCHfTECTURAL CASEWORK
PART 1 GENERAL
1.01 Ail casework shaA be plastic faminate covered, in accordance with "Quafity Standards of the
Architectural Woodwork institute" (AWI), for custom grade casework.
END OF SECTION
- 06400
Architectusal Casework
������3
East Side Police Team Facility
SECTION 07210 - BUfLDING 11JSllLATl0T3
PART 1 GENERA4
1.01 MATERIALS
A. Exterior thermal wall insulation to be 2" extruded polystyrene board insulation to roof deck
at all exterior walis of office poRion of buifding.
B. Sound insulation to be US Gypsum Thermofiber unfaced sound attenuation blanket or
equai, provided in ali new metal stud walls.
C. Roof insulation to be in compliance with UBC/Minnesota Code.
� END OF SECTION
�
�
07210
Building Insulation
�
i
�
�
�
LJ
�J
�
�
�
�
�
�
�
��
�
�
�
��-1��.3
East Side Police Team Facility
SECTION 07510 - BUILT-UP ASPHALT ROOFING SYSTEM
PART 1 GENERAL
1.01 4-Ply Owens Corning built-up roof system.
END OF SECTION
97510
Buift-up Asphalt Roofing System
�
�
�
�J
ll
q� -10��
East Side Po{ice Team Facifiry
SECTION 07600 - FLASHING AND SHEET METAL
� PART 1 GENERAL
� 1.01 Metal roof edges, counterflashing etc., io ba 24 gauge, gaivanized steef material with
fluoro-poiymer type tactory applied finish.
�
CJ
�
�
C
�
�
�
�
�
� END OF SECTION
�
07600
Flashing and Sheet Metal
�
�
�
�
�
�
�
�
�
�
�
�
�
�
�
�
�
�
�
�
��'�0�3
East Side Police Team Facifity
SECTION 07720 - ROOF HATCH
PART 1 GENERAL
�.01 ROOF HATCH
A. Provide roof hatch and access as required by code to allow access to roof top equfpment.
END OF SECTION
07720
Roof Hatch
g� - ���.?
East Side Police Team Facility
SECTION 07900 - SEALANTS
PART 1 GENERAL
1.01 MATERIALS
A. Sealant conforms to Federal Spec. TT-S-002306, Type Ii, Class A.
B. Sonolastic NP1 or sikaflex la, or Pecora Dynatrol 1.
C. Sonotoam, ethaform, or polycel backer rod.
D. Seafant colors to match adjacent materials or as approved othenvise by Architect.
END OF SECTtON
07900
Sealants
f_ J
i
�
�
,
i
�
i
�
i
!
��
i
�
1
�
i
�
��J`����
East Side Police Team Facility
SECTION 08110 - METAL DOORS AND FRAMES
PART 1 GENERAL
AII existing exterior pedestrian doors/frames to be removed and repfaced.
1.01 MATERIALS
A. Doors with steel faces and steel vertical spacers welded to both faces. Doors filled with
insulation. Exterior doors with 16 gauge faces. Interior doors with 18 gauge faces.
B. Frames unit type with welded corners. Exterior frames 14 gauge. Interior frames 76
gauge.
G. Doors and frames factory prime painted.
END OF SECTION
- 08i10
Metal Doors and Frames
�J
[�
1
i
�
�
�
�
�
�
�
�
�i
'
�
�
�
`J
��
��-i��
East Side Police Team Facifity
SECTION 08210 - FLUSH WOOD DOORS
PART 1 GENERAL
1.01 N.W.M.A. industry Standard I.S. 1-78, Type i bond, Premium Grade, Red Oak Veneers, plain
sliced, book matched, solid core.
END OF SECTION
08210
Flush Wood Doors
��
�
1
�
�
,
,
�
�
�
�
�
�
,
�
�
,
�
�
�
�� - ��$:�
East Side Police Team Facility
SECTION 06300 - SPECIAL DOORS
PART 1 GEfVERAt
1.01 MATERIALS
A. Sliding closet doors of N.W.M.A. I.S. 1-78, Type 1 bond, Premium Grade, Red Oak
Veneers, pfain sficed, book matched.
B. New Sectional Overhead door at Payne Avenue errtry to be galvanized, corrosion-resistant
embossed sheet steel, .016" thickness, wfth continuous foamed-in-place polyurethane
insulation.
C. Existing vehicle doors to remain at Room 139, to he cleaned, repainted and checked for
smooth operation.
END OF SECTION
- 08300
Specia! Doors
�
,
�
l_�
,
l�
,
'
'
�
'
1
J
�
�
�
�
��
�
SECTION 08650- SPECIAL WINDOWS
PART 1 GENERAL
1.01 MATERIALS
Thermal Break Aluminum Frames with insulated glass.
END OF SECTION
�1� - ��;k�
East Side Pofice Team Facifity
08650
Special Windows
�
�
�
'
�
�
�
�
�
'
�
'
�
�
S
�
�
,
�
,
�5 - ���3
East Side Police Team Facifity
SECTION 08700 - FIN15H HARDWARE
PART 1 GENERAL
1.01 MATERIALS
Painted steel, BB butt hinges for entrance doors; prime painted steel elsewhere. Mortise type lever
handled lock set with cylinders to match master keying. Du!! chrome tinish on locks and
miscellaneous.
1.02 Cylinders to be Capitalize Best System to match existing St. Paui Policy system.
END OF SECTION
08700
Finish Hardware
,
1
�
l �
,
��
i
1
�
❑
❑
[]
1
1
1
1
1
�J
� 5 - r��3
East Side Police Team Facility
SECTION 08800 - GLAZING
PART 1 GENERAL
1.01 MATERIALS
Exterior windows, 1" insulating glass, bronze reffective with Low E coating. Clear glass at aii
interior appiications.
END OF SECTION
osaoo
Glazing
�J
tJ
L!
�
,
'
�
C
l
�
l_J
�
,
�
,
,
,
,
�
,
�
11
East Side Police Team Facility
SECTION 09200 - GYPSUM WALLBOARD
PART 1 GENERAL
i.0� MATERIALS
A. Waliboard shall conform to ASTM C36, thickness as shown or 5/8" if not shown.
B. Steel studs, drywail type, 25 gauge. Waffboard all screw attached.
C. Joints taped and filled; screw heads filled and sanded, except above finish ceilings, where
wallboard is to be taped, but not sanded.
D. The Contractor shall patch as required all plaster or gypsum board surfaces disturbed by
demolition with the appropriate matching material.
E. Aii new construction shaN consist of 5/8" F.R. gypsum board on metai studs or Furring
strips as required and finished to match adjacent existing surtaces.
F. Ail new or existing plaster and gypsum board shall be prepared to receive a new paint
finish.
END OF SECTION
09250
'
�
1
,
,
SECTION 09310 - CERAMIC TILE
��J ` �t°��3
East Side Police Team Facility
I PART i GENERAL
, 1.01 MATERIALS
A. All tile standard grade, per TCA 137.1-1976.
B. Floors, 1" X 1" mosaics. Walis 4-1/4" x 4-1/4" glazed. Base, cove mosaics, 4" high.
� C. Shower floors and drying areas, non-sfip type ii1e. Set ffoor tife per Tile Council Method
F113 and ANSI Specification A108.5. Set wall tile per Method W212 and ANSI
Specitication A108.5.
'
�
e
�
��
�
'
�
�
' END OF SECTION
�I
093'10
Ceramic Tife
,
'
�
,
�
SECTION 09330 - QUARRY TILE
95 -1��3
East Side Pofice Team Facifity
, PART 1 GENERAL
1.01 MATERIALS
, A. Quarry tile and base shall be American Olean. Quarry tile shall be thin set in an epoxy
mortar bed both vertically and horizontally, and grouted with "Hydroment Joint Filler" of a
color as selected by the Architect.
,
'
�
�
�
LJ
,
�
�
, END OF SECTION
'
L
09330
Quarry Tile
Li
,
,
'
'
,
,
'
�
'
�
'
'
'
�
,
,
'
,
,
�J� - (d�
East Side Police Team Facility
SECTiON 09510 - ACOUSTICAL CEILINGS
PART 1 GENERAL
1.01 Exposed grid with 2'x4' lay-in paneis, fissured pattern, 5/8" thick unless otherwise shown. Panels
white. Grid white, painted.
END OF SECTION
09570
Acoustical Ceilings
,
�
�
,
�
,
�
,
,
,
,
,
,
,
,
,
'
,
,
�5 -1��3
East Side Police Team Facility
SECTION 09650 - RESILIENT FLOORING
PART 1 GENERAL
1,01 Vinyl composition tile, 12"x12" and 1/8" thick, standard commercial colors and patterns as selected.
Instali with mastic adhesive to concrete fioor slabs. Vinyl base, 4" high, top-set, cove type, color
as selected.
END OF SECTION
09650
Resilient Floari�g
g5 - ���3
East Side Police Team Facility
SECTION 09680 - CARPET
PART 1 GENERAL
1.01 Nylon tufted-type carpet, 28 ounce per square yard face yarn, static control. Direct glue-down
without pad.
END OF SECTION
09680
Carpet
1
�
�
'
�
,
'
,
��
�
i
1
�
i
1
�1
1
i
1
q5-ia�
East Side Police Team Facility
SECTlON 09900 - PAtNT4NG
PART 1 GENERAL
1.01 INTERIOR
Per Room Finish Schedule and as specified. Block fiiler and two coats semi-gloss paint on
concrete block walls. Two coats satin paint on gypsum waliboard wails. Two coats flat paint on
ceilings except prime and two coats of 2-part epoxy paint where schedufed. Stain and two coats
varnish on interior wood doors and rails.
1.02 EXTERIOR
Exterior doors, touch up shop coat and two coats alkyd-type gloss enamef.
END OF SECTION
' 09900
Painting
C�
��
�
�
��-���3
East Side Police Team Facility
SECTION 10100 - MARKER BOARDS AND TACKBOARDS
� PART 1 GENERAL
� 1.01 4'-0" high white marker boards with anodized aluminum frames and chalk trays.
�
�
�
!� I
�
�i
�
�'
�
�
� END OF SECTION
'
10100
Marker Boards and Tackboards
LI
�
East Side Police Team Facility
SECTION 10160 - TOILET PARTITIONS
PART 1 GENERAL
1.01 Steel, floor mounted, headrail braced, baked enamel finish,
END OF SECTION
- 10160
Toilet Partitions
�
�
��
�
�
'
�
�
�
L�
�
�
�
L�
�
�
Ll
�
��' �"'��
East Side Police Team Facility
PART 1 GENERAL
SECTfON 102U0 - LOUVERS
1.0'I Extruded aluminum blades and frames, minimum thickness 0.125". Baked enamel finish.
END OF SECTION
'10200
Louvers
�
C.�
��
�
�
� PART 1 GENERAL
��� �a��
East Side Police leam Facility
SECTION 1040D - IDENTIFYING DEVICES
� 1.01 Required ADA and emergency signage providing directions to offices, office room numbers, HC
and emergency evacuation routes.
��
�
�
�
�
�
l_9
�
� END OF SECTION
�
�
�
10400
Identifying Devices
�
�
�
�
�
�
� PART 1 GENERAL
SECTION 10500 - LOCKERS
�� -id�3
East Side Police Team Facility
� 1.01 Lockers to be 18"W x 21 "D x 72"H steel units on tile bases, with sloped tops, coat hooks, number
plates, and standard handles to accommodate padlocks (padlocks not provided).
�
�
�
�
�
�
L
�
� END OF SECTION
�
�
�
10500
Lockers
'
�
�
�
�
�
�
�
�
�
�
�
�
�
�
�
�
�
�
��J' ���j�
East Side Police Team Facility
SECTION 10520 - FIRE EXTINGUISHER
PART i GENERAL
1.01 Ten pound, ABC dry powder type unless otherwise shown. Bracket mounted. In quantity as
required by UBC.
END OF SECTION
- 10520
Fire Extinguisher
1
t
�
1
�
�
�
�
�
�
�
�
r
�
�
�
i
I
�
�� - ( 0�,3
East Side Police Team Faci(ity
SECTION 10670 - STORAGE SHELVING
PART 1 GENERAL
1.01 Shelving, service counter and other special buildout features: the Buyer to provide shelving and
counter specifications to the Seller during the Construction Document phase of plan preparation.
END OF SECTION
10670
Storage Shelving
�
�
���
�
�
�
�
�
�
�
�
�
�
�
!�
�
�
�
�
q� — d���
East Side Police Team Faciiity
SECTION 10800 - TOILET AND BATH ACCESSORIES
PART 1 GENERAL
1.01 Heavy Duty, stainless steel. Include the following:
A. Paper Towei Dispensers
B. Liquid Soap Dispensers
C. Mirrors
D. Tissue Dispensers
E. Sanitary Napkin Disposals
F. Grab Bars as required by CODE/ADA
G. Shower Curtain Rod (Curtain not provided)
H. Soap Dishes (one per shower)
I. Folding show seat (as required by ADA)
J. Hardwood locker room benches on steel pedestals in standard manufacturer's sizes
END OF SECTION
- 10800
Toilet and Sath Accessories
�
�
�
�
�
��J'���3
East Side Police Team Facility
SECTION 11131 - PROJECTION SCREEN
� PART 1 GENERAL
� 1.01 Ceiling recessed, manually operated, rolf-down 7�"x7�". White non-gloss, mat surtace.
�
�
�
�
�
�
�
�
1. J
�
� END OF SECTION
�
11'131
Projection Screen
1
�
�
[ _1
�
�
�
�
�
�
�
�
�
�
�
i
�
�
��-���
East Side Police Team Facility
SECTION 72500 - WINDOW TREATMENT
PAR7 1 GENERAL
1.01 1" slats - Levoior or equal at interior and exterior office area windows.
END OF SECTION
12500
Window Treatment
�
�
�
�
�
�
�
�
�
�
�
:_1
�
�
i
t
�
I
i
l
�5- �Og�
s�
ENGINEERIIG
& Construction Services. Inc.
6l2•546-8��3
6L•546-8523 fax
SECI'ION 15010
SECI'ION 15120
SECTION 15170
SECTION 15190
SECTION 15260
SECTION 15330
SECTION 15410
SECI'ION 15430
SECTION 15440
SECI'ION 15450
SECTION 15480
SECI'ION 15575
SECI'ION 15600
SECI'ION 15620
SECI'ION 15625
SECI'ION 15781
SECTION 15835
SECTION 15861
SECI'ION 15890
SECPION 15910
SECI'ION 15936
SECI'ION 15980
SECTION 15990
SECTION 15995
MECHANICAL SPECIFICATION INDEX
GENERAL REQUIREMENTS
DEMOLTI'ION
ELECI'RIC MOTORS
MECHAi3ICAL IDENTIFTCATION
MECHANICAL SYSTEMS INSIJLATION
WET-PIPE SPRINKLER SYSTEMS
PLUMBING PIPING
PLUMBINCs SPECIALTIES
PLUMBING FIXTURES
PLUMBING EQUIPMENT
NATURAL GAS SYSTEM
BREECHING AND STACKS
RADIANT HEATING SYSTEMS
DIRECI'-FIRED FURNACE
ELECTRIC HEATERS
PACKAGED ROOFTOP AIR CONDTI'IONING
HEATING TERMINAL UNTTS
EXHAUSTSYSTEMS
DUCI'WORK
DUCTWORK ACCESSORIES
AIR INLETS AND OUTLETS
INSTRUMENTATION
ADJUSTING AND BALANCING
WITNESS TESTING
SHAS�g
INDEX-1
Designing Sensible Cost Effective Solutions
Suite #257 • 4215 Winnetka Avenue I�3orth • New Hope, Minnesota 55428
�
�
�
�
lJ
�
MECHANICAL SPECIFICATIONS
Page 1 of 10
15010 General Requirements:
1. Design Intent: It is the intent of the design documents that the plumbing and HVAC
systems satisfy the requirements of applicable State and Local Codes and Ordinances
including, but not limited to, the State Energy Code, ADA, Plumbing Code, Building
Code, Mechazucal Code and ASHRAE 62-1989 VentilaUon for Acceptable Indoor
Air Quality.
2. Pernuts, Licenses and Charges: Pernuts and licenses applicable to Division 15 work
* shall be secured and paid for before actual work is started. Perform any requirements
# stipulated therein. The Con�actor shall include all such costs within his bid.
�
�
�
�
3. Maintenance and Operating Instructions: This Contractor shall prepaze a portfolio of
ail mechanical equipment fiunished by him on the project. This portfolio shall
include manufacturer's shop drawings, parts lists and operating and maintenance
insttuctions of such equipment. Information shall be submitted in duplicate, neatly
foided to approximately 8-1/2" x 11" and bound in indexed loose-leaf binders of
adequate size to contain the material
4. In addition the instructions, each manual shall contain the following information:
a. Manufacturers recommended cieaning and maintenance procedures.
b. List of materials recommended for maintenance.
c. Complete operating instructions.
d. Name and address of authorized service organizations and parts depot.
e. List of contractors, suppliers, etc. who were involved in the project.
f. Warranty rates.
� g. Valve list.
h. Test and Balance Reports.
�
�
5. Contract Closeout:
a. Maintenance Manuals and record Drawings. Comply with requirements of
Division 1.
b. Warranties. Comply with requirements of Division 1 and Section 15945.
� 6. Firestopping: Firestopping materials shall be tested according to U.L. 1479 and
ASTM E-814 for through-penetration firestop systetns. Contractor shall use 3M products
or approved equivalent.
�_�
L:
�
�
7. Penetrations through exterior walls below grade: Link Seal modular system or
approved equivalent.
8. Painting: All painting of Mechanical items by the General Contractor.
East Side Police Team Facility
St. Paul, Minnesota
DESIGN DEVELOPMENT
�
�
�
�
�
�
�
�
�
�
�
`1 �J ' ���.�
MECHANICAL SPECIFICATIONS
Page 2 of 10
15120 Demolirion:
l. Demolition of Mechanical systems wili be under the responsibility of the Demolition
and Abatemeni Contractor.
15170 Electric Moto :
2. The Mechanical Con�actor shall identify any piping and systems to remain in service.
qualify for NSP rebates.
All electric motors 3HP and latger shali meet the efficiency standards necessary to
15190 MechanicalIdentification-
1. Provide Brady or approved equivalent labels and directional artows on piping systems
for identification.
2. Provide approved identification on exhaust fan switches and thermostats.
15260 Mechanical Svstems InculaHon•
1. E�aust ducts for ten feet back from curb: Cover duct with 2" fiberglass blanket
insulation with FSK jacket.
2. Suppiy air ducts: Cover duct with 1" fiberglass blanket insulation with FSK jacket.
2. Retum/transfer ducts: One inch acoustical liner on retum ducts for six feet back from
� connection to unit into plenuzn. Half inch liner on transfer ducts for e�aust makeup to
Toilet rooms, etc.
�
�
�
�
f
t
�
3. Hot, cold, recirc water lines and rainwater leaders: Fiberglass pipe insulation with all
servicejacketin accordance with State Energy Code.
15330 Wet-Pi.pe S�rinkler Sy temc•
1. Cap off existing 8" main below floor and abandon. Run new 6" DIP combined
domestic and fire protecUon service into the Mechanical Room. Test new service per
NFPA.
2. Low pressure mains may be Sch. 10 grooved. All other piping shall be Sch. 40.
2. All sprinkler piping in finished azeas shall be concealed above new ceilings.
East Side Police Team Facility
St. Paul, Minnesota
DESIGN DEVELOPMENT
�� - io�3
MECHANICAL SPECIFICATIONS
Page 3 of 10
15330 Wet-Pine S�inkler $ystems• (continued)
3. Design and calculate system per NFPA 13 and according to the local authority having
jurisdiction. Coordinate location of piping and heads with other trades. Provide shop
drawings to Architect, Owner's Insuring Authority and City Fire Mazshal for approvals
before installing piping or heads.
4. Provide freeze protected heads and piping where required.
15410 Plumbing Pi in¢:
1. Domestic water distribution piping: Type L seamless copper tubing with solder
joints.
2. Provide new sanitary drain and vent piping. Cazefully sawcut existing floors for all
new underfloor piping and drains. New soil, waste and rainwater piping underground
inside the building shail be Schedule 40 PVC pipe and glued fittings.
3. Soal, waste, vent and rainwater piping aboveground inside the building shall be
Schedule 40 galvanized steel pipe and cast iron fittings.
4. Water Meter: Per City requirements.
5. Water treahnent: None.
6. Building sanitary service: Verify location of existing sanitary service. Run new
service to street (if required) to meet City requirements. Restore surfaces to original
condition.
7. Floor Drains: Floor drains in fuushed spaces on grade shall be Josam 30000 6AJ or
equivalent with backwater valve and 6" diameter nickaloy strainer. In Showers, provide
pan of water-proofing under the entire basin azea and at least 6"up the walls. Individual
floor drains in Gazage shall have cast iron uaffic grate minimum 12" diameter. Assume a
total of six (6) floor drains.
8. Roof Drains: Roof drains shail be Josam 21500 or equivalent cast iron with lazge
sump and removable dome.
7. Miscellaneous Connecrions: Connect drains for infrazed vacuum pumps underfloor to
trench drain.
East Side Police Team Facility
St. Paul, Minnesota
DESIGN DEVELOPMENT
�
�
�
�
�
r
�
�
lJ
�
MECHANICAL SPECIFICATIONS
Page 4 of 10
t5430 Plumbing��ecialties:
1. Wall Hydrants: Josam 71050 or equivalent Zurn or Wade exposed nozzle with satin
I3ikaloy face, bronze casing and vacuum breaker-backflow preventer.
3. Ball valves: Apollo, Milwaukee or Watts.
15440 Plumbing Fixtures:
l. Plumbing fixtures by American Standard, Kohler, Crane or Eljer.
2. Lavatory "P" traps #400 Duracraft tubulaz PV C ot approved equivalent.
3. Water Closets: Elongated, vitreous china, wall mounted, siphon jet action, 1-I/2" top
spud. Black solid plastic seat with open front for elongated bowl. Handicapped similaz
with 17" rim height. Sloan Royal 115 flush valve for stattdard, Sloan Royal 110 with
shortened supply tube for handicapped.
4. Urinal: Vitreous china wall mounted siphon jet, with 3/4" top spud with 31oan Royal
186 flush valve.
L 5. Lavatory: 20" x 18" vitreous china, wall hung for concealed ann supports. Insulate
water under counter for handicap use. Single lever mixing faucet supply Delta 515 WF
HDF with 6" handle or equivalent.
r
�
�
j
�
�
�
�
�
6. Electric Water Cooler: Elkay EBFS-8 or equivalent Haws, Sunroc or Oasis lead-free
wheel chair access water cooler with pressbar and stainless steel cabinet.
7. Pedestal Shower: Bradley or Acorn stainless steel unit with four (4) non-scald
pressure balanced mixing faucets and adjustable shower heads.
8. Wall Shower: Bradley or Acorn stainless steel unit with two (2) non-scald pressure
balanced mixing faucets and adjustable shower heads.
9. Janitor Receptor: 24" x 24" 10" high precast moulded stone service basin, strainer,
drain body and 3" deep seal P trap. Chicago Faucet No. 897 supply fitting.
10. Double Compartment S.S. Sink: Elkay LR-3322 18 gauge Type 302 S.S. self-
rimnung with Elkay 99 strainer and tailpiece, Chicago Faucet No. 201 faucet.
East Side Police Team Facility
St. Paul, Minnesota
DESIGN DEVELOPMENT
�
�
�
�
� c_
MECHANICAL SPECIFICATIONS
Page 5 of 10
15450 Plumbing E�uigment"
1. Water Heaters: Two (2) State SBT80-180N� or equivalent A.O. Smith or Lochinvaz
180 MBH each input, 171 GPH each delivery with 100°F rise after first hour. Provide
2psi regulator.
� 2. Domestic HW Circulator: B& G Series LR-15B to deliver 6 GPM at 12 feet of head.
Honeywell LA-409A sutface aquastat, tuner, setvice valves, check valve and balancing
cocks.
�
�
�
15480 Natural Gas System•
1. This Contractor shall artange with the gas utility for tapping of the main (if required)
and furnishing and setting of Meter and shall pay all chazges for same.
2. Gas Pipe: Schedule 40 black steel pipe, A-53 seamless. Provide 125 pound threaded
fittings 2" pipe and smaller, welded fittings 2-1lZ" pipesize and lazger.
� 3. Gas Valves: Gas shutoff valves shall be approved lubricated plug type, DeZurik No.
425, Nordstrom No. 143 or Homestead. 1-1/4" and smaller valves may be approved ball
valves similar to Apollo Series 70.
�
�
�
�
�
1�.'
4. Pressure Regulators: Up to 300 CFH: Masitrol Mode1325-3 with vent limiter.
Above 300 CFH: Fisher No. 66 with approved vent to the
outside.
5. All gas piping on roof shall be supported on treated lumber stands 8 ft. O.C.
consisting of 2" x 12" x 12" base and 2" x 6" boxed uprights. Clamp piping to supports.
6. Clean and paint all exterior gas piping with a rust-resistant primer.
7. Tests: All new gas piping shall be tested under the supervision of the owner with a 25
PSIG an test for 12 hours without a drop in pressure.
15575 Breeching and Stacks-
1. Double-wali Type B gas vent with aluminum inner liner and galvanized steel outer
jacket for water heaters and unit heaters.
� 2. PLEXCO or equivalent corrosion proof venting system for mid-range high efficiency
gas appliances for infrared systems. System shall include all parts for through the roof
venting, including a tee/drain assembly below the stack.
�
�
�
East Side Police Team Facility
St. Paul, Minnesota
DESIGN DEVELOPMENT
a� -1�g3
MECHANICAL SPECIFICATIONS
Page 6 of 10
1560Q Radiant Hea6ng�yctP..�c•
L CO-RAY-VAC with three (3) zones of radiant heat System shall
include seven (7) burner heads with pre-wired gas controls and
electric ignition and accessories.
2. NOT US�D.
3. Radiant manifold shall be 4" OD 16 gauge steel tube and fittings with stainless steel
connectors. Tailpipe shall be snnilar with tube, fittings and connectors
4. Provide standard and perimeter reflectors where noted or required.
5. Vacuum pump shall be heavy duty
6. Wiring of burners, panel and controls shall be the responsibility of the Mechanical
contractor. He sha11 wire the systems in accordance with the requirements of Division 16.
15620 Direct-Fired Furnace:
, 1. Makeup air unit MIJ-L• King National DFOG 118 or equivalent IAS, Weatherite or
Hastings with 990,000 Btuh natural gas input, 9250 CFM, 7-1/2 hp 208/3l6Q Hz motor,
' down dischazge, curb, V-bank filter housing with 2" pleated TA Farr 30130 or equivalent
filters with maat 350 FPM face velocity, G90 housing, outside air hood with birdscreen,
discharge air control, and burner lockout intake hi lunit stat.
15625 Electric Heaters:
1. Electric heaters based on Qmazk AWH series with heavy dury grille and integral
- thermostat:
Unit No.
EHI
EH2
EH3
EH4
EHS
EH6
EH7
EH8
EA9
Room No.
100
101
102
103
106
107
127
128
133
�� .�T,ST:".
Vestibule
Lobby
Mens
Womens
Mens
Womens
Mens
Womens
Vestibule
Size
3KW
2KW
1KW
1KW
1.5 KW
1.5 KW
I.5 KW
I.S KVJ
2.5 KW
East Side Police Team Facility
St. Paul, Minnesota
DESIGN DEVELOPMENT
�
�
,
�
�
i
�
�
�
�
�
�
�
�
,
�
�
�
�
�l5-��83
MECHANICAL SPBCIFICATIONS
Page 7 of 10
15781 Packaged Rooftop Air Cnnditinninv
1. Rooftop i3nits shall have 100% wet bulb economizers, EER ratings greater than 10,
SEER ratings greater than 10.25, and natural gas heat sections. They aze based on
Catrier, Trane, McQuay, York or Lennox.
Unit No. Area Served CFM @ ARI Tons
RTU-1
RTU-2
Community Room
Roll Cali, Coffee, & Corridors
RTU-3 Lunchroom, Lounge
RTU-4 Locker Rooms
RTiJ-5
RT23-6
South Perimeter
Offices, Corridors
O.b"ESP
1400 5
3720 8
1850 4
2150 >
2400 b
4800 10
15835 HeafingTerminali3nits•
1. Propeller fan-type Reznor FE Series with factory-supplied vent terniinal, 80% thermal
efficiency aluminized steel heat exchanger, vertical discharge air louvers, 120124 volt
transfortrter, intermittent spark pilot with supervision, factory installed power venter,
suuimerlwinter switch and relay for summer operation and T87F low voltage thermostat.
15861 Exhaust Fans:
1. PRV's sha11 haue factory curb and gravity backdraft damper, NEMA 1 disconnect
switch factory installed and wired, and SS Speed Control. They are based on Greenheck
or equivalent Penn, Acme, Cook Breidert, Powerline or Carnes.
Unit Type Serves CFM SP Model HP
No.
EF1 BeltDrivePRV Toilets 102,103, 820 375" GB-}�-�- 1J4
106,107 3A
EF2 Dir Drive PRV Lunchroom 109 500 375" G-100-B 116
EF3 Dir Drive PRV Coffee 112 220 375" G85 1/20
EF4 Dir Drive Ceil Conference 118 380 375" G95 1/8
East Side Police Team Facility
St. Paul, Minnesota
DESIGN DEVELOPMENT
�
�
�
�
�
�
�
�
�
i
�
�
i
�
�
�
�
�
�
��J � ����
MECHANICAL SPECIFICATIONS
Page 8 of 10
15861 E%haust Fan : {continued)
EF5 Be1tDr;vePRV Lockers 124 750 375" Gs-ioo-a- 1/4
127,128 3A
EF6 Not Used
EF7 Belt Drive PRV Veh. Stor. 139 1200 .5" GB-130-4 I/4
EF8 BeltDrivePRV Gazage 142 1800 .5" GB-180-3 1/3
EF9 Belt Drive PRV
Garage 142
3000 .5" GB-200-5 1{2
EFI O Belt Drive PRV
Garage 142
4Q00 .5" GB-240-7 3/4
1589Q Ductwork:
I. lt is intended that the makeup air ductwork be round and extend throughout the
Gazage. It is intended that the Gazage e�taust systems have high and low pickups.
2. It is intended that Rooftop units return air be ducted back from the unit approximatelv
six feet into the RA plenum with an increaser to 1-1/2 fimes the retum duct crossection
for acoustical reasons.
3. It is intended to suppiy and return air to the corridors. Comdor walls aze assumed to
be fire-rated.
4. Seal ductwork according to SMACNA "HVAC Air Duct Leakage Test Manual" for
3" W.G. static pressure construction (Class B- a11 transverse and longitudinal seams).
5. Duct and fittings sha11 be fabricated from G-90 coated galvanized sheet steel of lock-
forming grade, unless noted otherwise, in accordance with ASTM A-525 and A-527.
6. Exposed round ducts shall be Spiral ductwork and fittings.
East Side Polace Team Facility
St. Paul, Minnesota
DESIGN DEVELOPMENT
�
�
�
�
�
�
�
�
�
CI
�
��� �0�3
MECHANICAL SPECIFICATIONS
Page 9 of 10
15890 Ductwork: (continued)
7. Sheet metal gauge shall be equal to or heavier than the following standard (up to 2"
duct static):
Ducts
Rectangulaz
Longest Side
Up to 12"
13" to 30"
31" to 54"
55" to 84"
85" and Over
Round Ducts
Diameter
Up to 12"
13" to 22"
23" to 36"
37" to 50"
Over 50"
26 ga.
24 ga.
22 ga.
20 ga.
18 ga.
8. Ducts handling wet air: Provide aluminum ductwork rivo gauges heavier than for
galvanized construction, soidered watertight.
15910 Ductwork Accessoriec•
1. Fire dampers shall have 165°F. McCabe type resettable link and access window in
duct.
2. Motorized dampers: Motorized outside and exhaust air dampers shall have blade
edge and side seals for positive shut-off.
15936 Air Inlets and Outlets•
� l. Low sidewail e�chaust grilles in Garage shall be heavy duty gymnasium-type grilles
with 14 gauge steel blades and 16 gauge steel border, blades on 3/8" centers, white
enamel fuush.
,
�
�
�
i
�
�
2. Supply registers in Gazage shall be dou�le deflection type with opposed blade damper
on the sides and bottom of supply duct.
3. There shali be a rectangulaz double deflection supply register supplying
approacimately 200 CFM above each eafterior window.
4. Diffusers shail be a 24" x 24" layin type ceiling diffuser with a round neck and
balancing damper.
5. Retum air grilles shall be eggcrate layin type units.
6. Provide combustion air intakes for the unit heaters and the domestic water heaters.
East Side Police Team Faciliry
St. Paul, Minnesota
DESIGN DEVELOPMENT
Minimum Sheet Metal
Gauge
�
�
�
�
�
�
�
� J
�
�
�
�
,
�
�
�
�
�
LJ�
��'1�t��J
MECHANICAL SPECIFICATIONS
Page 10 of 10
15980 Instrumentation•
1. Submittal:
A. Submit shop drawings as required in Section 15010.
B. Provide shop drawings of equipment fumished, control diagrams and written
description of control sequence.
2. Thermostat: Fuily configurable programmable for commercial single zone heating,
ventilating and air conditioning. Provide a Honeywell #T7300A/Q7300 fully
programmable stat and remote temperature sensor for each RTU. The system
requirements include:
Seven-day flexible programming
Keyboazd lockout switch
Programmabie display for time and temperature
Overtide from unoccupied to occupied
3. Furnish and install two (2) Toxalert Model GVU-2R IAQ sensors and a GVU-3
control unit or equivalent Staefa. Low voltage wiring of sensors by Mechanical. Line
voltage wiring to panel, and interlock wiring to e�;haust units by Electrical. Provide
factory start-up trip in bid.
4. Locate IAQ control unit and T7300 thermostats in Mechanical Room 138.
15990 Adjusting and Balancigg•
1. Test and Balance Agency: Test and Balance Agency shall specialize in, and their
business limited to, testing and balancing air and hydronic systems in the building
construction industry.
2. Certification: Test and Balance Agency shall be NEBB or AABC certified.
15995 Witness Tes 'n�
1. Upon acceptance of Test and Balance reports, and completion of the Mechanical
systems, wiring and controls, the Contractor may arrange a witness test of the systems in
the presence of the Owner and Engineer/Architect.
2. Upon successful completion of the witness test, approval of as-builts and manuals, the
Contractor shall be noufied in writing of completion. Conh�actor's one year warranty
shall commence at the date of tlus notice, and operating responsibility for the systems
shall be tumed over to the Owner.
End Of Mechanical Specifications
East Side Police Team Facility
St. Paul, Minnesota
DESIGN DEVELOPMENT
�
�
�
�
L�
�
�J
�
C
�
,
,
��
�`J
'
'
Cj
l_�
L�
�� � fd��
S ittl�
ENGINEERING �
& Construction Services. Inc.
61?•546-8553
612•546-SS?3faa
SECTION 1601Q
SECTION 16040
SECI'ION 16100
SECTION 16110
SECI"ION 16120
SECI'ION 16130
SECI'ION 16140
SECI'ION 16141
SECI'ION 16160
SECI'ION 16165
SECTION 16200
SECI'ION 16205
SECTION 16210
SECTION 16220
SECTION 16300
SECTION 16720
SECTION 16740
SECTION 1690Q
ELECTRICAL SPECIFICATION IPiDEX
GENERAL CONDTTIONS
TRENCHING AND BACKFILLING
BASIC MATERIAL AND METHODS
CONDUIT AND FITT'INGS
BOXES AND FITTINGS
WIRE AND CABLE
WIRING DEVICES
MiJLTIOUTLEi' ASSEMBLY
PANELBOARDS
SWI'I'CI�GEAR
DISCONNECTS
STANDBY POWER SYSTEM
FUSES
MOTOR STARTERS
LIGHTING
FIRE DETECI'ION AND ALARM
TELEPHONE CABLING SYSTEM
SCHEDULES
LIGHT FIXTURE SCHEDULE
SHAS�g
INDEX-1
Designing Sensible Cost Effective Solutions
Suite #257 • 4215 Winnetka Avenue North • New Hope, Minnesota 55428
'
�
� 1.00
�
�
�
�
�
LJ
�
L.�
�
�
�
,
�
�
�
�5"IQ�J�
SECI'ION 16010
GENERAL CONDiTIONS
GENERAL
A. General and Supplementary conditions wittun Division 1 aze hereby incorporated and
become part of tlus Specificarion, covering all work in Division 16000, Elecn-ical.
B. Coniractors shall fanuliarize themselves with all Arclutectural, Structural and
Mechazucal Drawings and Specifications. These Drawings and Specifications, as they
affect the electricai installation, shall become part of Division 16 Contract Documents.
C. The Electrical Drawings and Specifications shall form a set of Plans for the elecuical
work. Neither the Drawings nor the Specifications shail be complete without ihe other.
Any item shown on the Drawings or specified in the Specificauons shail be considered
as shown and specified on both.
D. Any questions regarding the intent of the Drawings or Specificarions shall be brought to
the Engineers attenUon as soon as possible. If direction from the Engineer cannot be
obtained due to time or communication limitarions, the greater quantity, trigher qualiry
or condilion most favorable to the Owner shall be assumed.
E. Electrical Drawings aze diagiammatic and aze intended to show approximate locations
only. The Contractor shall thoroughly review all Architectural, Structural and
Mechanical Drawings and Specifications. Placement of electrical equipment and
devices shall not interfere with locations or clearances of other trades' materiais or
equipment.
F. The following terms used in this Specification shall be defined as follows:
Contractor.
Work:
Fumish:
Shall mean Electrical Conuactor or any of their Subcontractors.
Shali mean labor and/or materials of the Electrical Contractor or any of
their Subcontractors.
Shall mean purchase, submit for engineer approval, coordinate with
Contract Documents and deliver to site in new, undamaged condition.
Install: Shall mean to schedule for delivery, deliver or
site, store as directed, protect from damage,
necessary final connections, test as required
Owner in full operating condition.
Provide: Shall mean fumish and install.
have delivered to the
set in place, make all
and tum over to the
Connect: Shali mean to bring electrical service and/or control wiring to
equipment, make all final connecIIons, provide all necessary
miscellaneous materials required, and do final check out to ensure
proper equipment connections.
G. The Contractor shall visit the site and familiarize themselves with the condirions
effecting Division 160Q0 work. No additional costs to the Owner shall be allowed for
items verifiable during site visits.
SHA508
16010 - 1
i
1 � �� - �0�3
H. The Contractar shall provide office space and storage for materiais and equipment
� supplied as required. I.ocation shall be as directed by the General Contractor or the
Architectl Engineer.
u
I. The Contractor shall be a licensed wntractor in the State of Minnesota and shali be or
empioy a Licensed Master IIectcician.
1 J. The Con�actor shall procure all necessary cerlificates and permits and pay all required
fees. Utiliry costs, if any, shall also be the responsibility of the Contractor. Contractor
shall furnish a certificate of final inspecrion and approval from all enforcement agencies
to the Owner.
�
ll
L
�
�
�
I 'J
'
�
,
�
�
�
��
I
�
K. The work included under Division 1600p shall consist of furnishing all labor,
materials, equipment, tools and services for the complete installarion of the Electrical
System as indicated on the Drawings and called for in this SpecificaUOn.
L. Specific materials and equipment specified is intended to establish a minimum standard
of required quality. Where specified materials and equipment fail to meet minimum
standards of e�sting federal, state and local codes and ordinances, the goveming codes
and ordinances shall prevail.
M. The Contractor shall furnish and instali all minor miscellaneous materials necessary for
the complete electrical installation.
N. �thin fifteen days after the award of the Contract, the Contractor shali submit for
approval shop drawings on all major electrical equipment. These shop drawings shall
cover such items as lighung fixtures, lamps, disconnects, fuses, starters, MCC
sections, switchgeaz, devices, plates, panels, contactors etc. The Contractor shall
thoroughly review each item for compliance with this Specification prior to submitting
them to the Engineer, making any necessary correcrions. Stamp each drawina, sign
and date indicating Contractor review. Submit eight sets of fully reviewed and stamped
shop drawings for each piece of material or equipment the Contractor proposes for use
on the Project. If the Contractor fails to properly review shop drawings, the Contractor
shall reimburse the Engineer for all additional reviews on a rime and materia] basis. No
equipment shall be released for shipment or installed prior to final approval by the
Engineer.
O. The Contractor shall provide all necessary temporary power and lighting to allow othei
Contractors and Subcontractors to perform their work. Prior to submitting a bid for
this Project, contact the General Contractor to determine the rype of equipment to be
used in the perfomiance of the work. The Electrical Bid shall include all labor and
materials required to provide and maintain a complete temporary power and iighring
system.
P. Provide two sets of O&M manuals complete with one copy of approved shop
drawings, wiring diagrams and operating instructions for all electrical equipment.
Include a list of manufactures and telephone numbers for all equipment where
replacement parts are available. These manuats shall be bound in three ring binders
labeled with the ProjecY name. Provide an index and section tabs.
Q. The Contractor shall regularly clean their work area of debris. Removal of all
Contractor generated debris and rubbish caused by their work shall be ai the
Conuactor's expense.
SHA508
16010 - 2
C�
,
�
LJ
�
�
��J � l0�
R. The Contractor shall pmperly protect all equipment from damage during construction.
Thomughiy clean all fixtures, panels and other supplied equipmen� Make all necessary
repairs and apply touch up paint as required prior to final inspecrion and contract close
out.
All work and materials shall comply with the latest edition of the Nationat Electric Code
(NEC), and all other applicable state and loca] codes.
T
U
AIi work st�all comply with the following industry standards: IEE, NFPA, NEMA and
ANSI.
Materials and equipment shall be installed iu a neat and workmanlike manner by skilled
craftsmen.
� V. Delivery of all materials and equipment shall be in accordance wiffi the overall Project
schedule. The Contractor shall closely coordinate all deliveries with other Contractors
and ihe Engineer.
� W. For materials and equipment specified by descripuon only, the Contractor shall provide
materials or equipment suitable for the purpose intended. These shali be in
conformance with afl governing codes, this Spec�cation and normal trade practice.
�
�.7
X. For materials or equipment specified by manufacturer's name and catalog number, the
Contractor shall provide the item specified. The Contractor may submit materials and
equipment for prior approval to the Engineer. All prior approvals must be received by
the Engineer at least seven working days prior to bid.
Y. The Contractor shali provide and maintain an "As BuilY' set of bluelines on site, neady
� notating routing, locauon or other changes to the Conuact Documents. Upon Project
completion and final close out, turn the "As Built" drawings over to the Owner.
� Z. The Contractor shall guarantee all materials and equipment to be free of defects that may
develop in any part of their work, caused by faulty workmanship, material or
equipment failures, for one yeaz from the date of final acceptance of the work.
,
�J
,
�
�
LJ
LJ
AA. Upon notification by letter, personal contact or telephone conversarion of a problem
� with the electrical system, the Contractor shall respond within one week, makina
repairs or corrections as necessary. After all repairs and corrections aze complete, the
Contractor shall notify the Engineer.
BB. Upon completion of the work shown and specified under Division 16000 and prior to
fina! close out of the Projact, the Contractor shall verify in writing that each circuit and
all systems are 100°lo complete and operaung properly. This norification shali include
copies of all Subcontractor nofificarions.
CC. At the option of the Owner and prior to the award of tfie conhact, the Contractor shall
provide a 100% performance bond. The cost of this bond shall be added to the contract
amouni.
L � ►11��.' i .� �� 1 � ��1 � i
SHA508
16010 - 3
�
,
�
� 1.00
�
�5- i08�
SECTION 16(k!p
TRENCHING AND BACKFTLLING
GENERAL
A. The Contractor shall perform all excavatian, boring, drilling, baci�illin�, compaction
and surface repair to install a complete underground electrical system as shown on the
Drawings and as called for in these Specificafions.
B. All conduit and direct buried cable shall be installed a minimum of 24" below finished
� grade. Trench shall be graded level to provide uniform support for each section of
condui� Excess excavation below required level shall be bacl�lled and compacted to
98% prior to conduit or direct buried cable installarion.
�
�
'
�
e
�
�
�
�
�
�
�
i
C. All debris and water shal] be removed from the trench prior to final installaAOn of
conduit or direct buried cable. Properly protect conduit or direct buried cable unul
backfilling can be performed.
�
E.
F
The Contractor shall bacicfill all excavations performed for their work. lnspecdon of all
installations by I.oca] Inspection Authorities shall be completed prior to bacl�'illing.
Cazefully backtill to a point 6" above conduit or direct buried cable and thoroughly
tamp. Complete backfilling in 12" lift and compact to 98%.
Restore surface to its original condition, ie grass, concrete, blacktop, etc.
END OF SECTION
SHA508
16fl40 - i
�
� _
,
�
��
�� - I�s�3
SECI'ION 16100
BASIC MATERIALS AND MEI'HODS
1.00 GENERAL
A. Unless noted othenvise in ttus Spec�cation or on the Drawings, all materials shali be
new and in their original packages. All materials shall comply with this Specification
and all applicable codes, and shall be IJL listed or constructed with UL listed
components.
B. Provide nameplates on all equipment such as disconnects, startets, MCC's, panels, and
' switchgeaz. Nameplates shall idenrify equipment by name and source of power. They
shall be a minimum of 1 1/4" x 3", or larger if necessary for wording. Lettering shall
be a minimum of 3/16" in height. Idenrify all pull and juncrion boxes with circuit or
' feeder numbers and source of power using black magic mazker.
C. Al] distribution equipment, such as disconnects, starters, MCC's, panels, and
switchgeaz, shall be obtained from one manufacturer.
D. Each panelboard shall be provided with a typed circuit directory. Clearly describe loads
and areas served. Room names or Owner's room numbers shall be used. Handwritten
directories will not be accepted.
E.
F
The Contractor shall perform saw cutting trenching, backfilling, compaction and
patching required for underground raceway systems shown or specified.
The Conuactor shall provide concrete pads for all floor mounted equipment. Pads shall
be 4" thick and extend a minimum of 2" beyond equipment.
' G. Any cutting and patching required in walls, floors ceilings or paRitions for the
installarion of electrical systems shall be the responsihiliry of the Electrical Contractor.
All cutting and patching shall be done with the prior approval of the ArchitecU
= Engineer. Patching to match e�sting finishes shall be performed by the proper trades
such as concrete finishers, sheetrockers, tapers, painters etc.
w
w
Provide access panels where }-boxes or pull boxes aze installed in inaccessible
locarions. All access panels shall be approved by the Engineer and Architect prior to
installation.
All 120 volt control wiring for mechanical equipment shall be provided by the Elechical
Contractor, unless noted otherwise.
K. Seal all penetr-ations and sleeves through floors and fire walls with high temperature,
fire rated sealant �restop material shail be Chase Technology Cl"CPR-855 fire stop,
3M brand Fire Barrier PenetraIIOn System or Neison F7ameseat System.
END OF SECTION
SHA508
16100 - 1
H.� The Contractor shall be responsible for verifying locations of such things as piping,
ductwork, equipment, door swings, heights of cabinets and counters, etc., prior to the
installation of all electrical equipment. Installed electrical work that interferes with the
work of other trades shall be relocated by the Electrical Contractor at no additional cost
to the Owner.
i . � �
� � �� � f 0�3
� conduits supported shall be the total of all installed conduits by al3 trades, not just this
Contractor. Tie wire shall not be used to support any conduit on the Project. Aii other
i conduit systems shall be supported from the building structure.
1
� K. The following manufacturers are approved for conduit: Aliied, Carlon, Republic.
Triangle, VAW of America , Youngstown, Sealright and Alflex.
i
L. The following manufacturers are approved for conduit fittings: Appleton, CH,
Kellems, OZ Red Dot and T&B.
� END OF SECTION
��
''
�
�
�
�
SHA508
16110 - 2
�,
�� - i0�3
SECI'ION 16130
WIRE AND CABLE
1.00 GENERAL
A. All wire and cable shall be soft annealed 98% pure copper, #12 AWG minimum. 600
volt. Provide #8 AWG TFII�t copper and smaller for branch circuits and control
wiring; THW copper for feeders #8 and lazger. Provide XHFIW for outdoor and
underground wiring. Wire size #14 AWG may be used for control wirina and where
specifically called for or shown on the Drawings. Wire size #14 AWG through #10
AWG shall be solid; wire size #8 AWG and larger shall be stranded. Wire and cable
color shall be in accordance with the latest edition of the NEC. On lazger cables, where
factory color codina is not availabie, marking tape shatl be used to idenufy each phase
and neuual conductors. A minimum length of 6" shall be color coded at each end.
B. Aluminum wire shall not be used.
C. The following manufacturers are approved for wire and cable: Anaconda, Continental
Wire & Cable, Cyprus, General Electric, Houston, Pirelli, Rome, Southwire and
Triangle.
D. The following manufacturers aze approved for wirenuts: Blackbum, Buchanan, Ideai
and 3M.
E. The following manufacturers aze approved for splices: Blackbum, Bumdy, Ilsco and
T&B.
END OF SECTION
SHA508
16130 - 1
i�,
�
'
� 1.00
�
�5 -����
SECTION 16140
WIRING DEVICES
GENERAL
A, Switches for lighung loads shaii be 20 amp, 120/ 277 volt, quiet toggle rype. Switches
shall be ivory in color unless noted otherwise. A1] switches shall be speciFication
grade.
B. Duplex receptacles shall be 20 amp, 125 volt, 3 wire, grounding rype. Install all
, receptacles with the ground slot down. Provide GFT receptacles where shown and
install with the ground slot down. Receptacles shall be ivory in color unless noted
otherwise. All receptacles shall be specification grade.
i
C. Special receptacles shall be as noted on the Drawinas and shall be the same color and
manufacturer as other devices.
, D. Device plates in finished and unfinished areas shali be lexan, ivory in color, unless
noted othenvise. Mulriple device plates shall be constructed of a sinale plate. No
sectional plates wil] be accepted.
�
'
�
�
�
�
�
i
'
,
��
E. Devices shall be mounted at the following heights, unless noted otherwise. Distances
shall be measured from device center to floor.
1.
z.
3.
4.
6.
7.
x.
9.
10.
Receptacles, normai
Telephone oudet, normal
Telephone outlet, wall, normal
TV outlet, normal
Switches, normal
Receptacles,handicapped
Telephone outlet, handicapped
Telephone outlet, wall, handicapped
TV outlet, handicapped
Switches, handicapped
ix ��
18"
54"
18"
48"
24"
24"
48"
�,�
���
F. The following manufacturers aze approved for receptacles: Arrow Hart #5362, GE
#Gen 5362, Hubbell #5362, I,eviton #5362, P&S #5362 and Slater Medalist Series.
GFI receptacles shall be similaz to L.eviton #65�-I.
�
H
�.
The following manufacturers are approved for special receptacles: Arrow Hart, GE,
Hubbell, Leviton and Slater.
The following manufacturers aze approved for dimmers: Lutron #I3T 1500P.
The following manufacturers are approved for cover plates: Anow Hart, GE, Hubbell,
L.eviton Lutron, Sierra and Slater.
END OF SECI'ION
SHA508
16140 - 1
�
�5 - E(��3
SECTION 16141
MUI.TIOUTLEI' ASSIIvtBLY
1.00 GENERAL
A. The Contractor shall furnish and install all multioutlet raceways and fittings necessary
to provide a safe and complete installation in lengths shown on the Drawings.
B. Mulfioutlet assemblies shall be �remold Plugmold #2000 20GBA. Assemblies shali
consist of a base, factory punched cover and factory wired receptacle hamess.
C. Receptacles shall be spaced 12" on center using altemate circuits. No more than twelve
single outlets shall be connected to a circuit
D. The raceway base and cover shall be gray in color.
E. The following manufacturers aze approved for mulrioudet assembiy: Wiremold,
Metallic, and Walker.
END OF SECLION
SHA508
16141 - 1
�
�
��" �� c�..J
SECTION 1616Q
PANELBOARDS
, 1.00 GENERAL
A. Panelboazds shal] be UL rated. Cabinets shall be constructed of galvanized steel.
Covers shall be constructed of cold rolied stee] finished with baked on enamel, ANSI
' 61 Grey.
B. Panels shail be provided with copper or aluminum bussing and factory assembled lugs
' for connection of feeder conductors.
C. Breakers shall be molded case, thermal-magnetic type with trip indication. Two and
' three pole breakers shal] contain a common trip.
D. All breakers shall be plug-in rype, with ampere raUngs as shown on the Drawings or to
match circuit sizes shown.
� E. The following manufacturers are approved for panelboards: Square D, GE, Siemens-
ITE and Wesringhouse.
�
�;
�
'
'
�
1_7'
,
�
�
�
END OF SECTION
SHA508
16160 - 1
lj
i
�
, 1.00
��-i��
SECTION 16165
SWITCHGEAR
GENERAL
A. Switchgear shall be rated for 1,200 amps, 208 volu, three phase, four wire.
� B. Swiichgeaz shall be totally enclosed, dead front construction, free standing, front
accessible only. Switchgeaz shall be constructed out of i3L gauge steei secured
together to support coverplates, bussing, component devices, side and rear closure
, plates. All ciosure plates shall be screw removable with a single piece removable top
plate. Switchgear shall meet all UL requirements and be iTL labeled.
�
�
�
�
�
C. Bus shall extend fuil height as required for disconnects shown in all sections. No
spaces shall be provide for future expansion. Construcrion and ratings of bus sha11 be
similar ttuoughout, including neutral. Bus shall be constructed of tin plated copper or
aluminum with sufficient cross sectional azea to meet iTI. Standard 891 for temperature
rise.
D. Switchgear shall be suitable for operarion at the specified availabie fault current and
shall be labeled as such. The short circuit rating of any switchboazd shall not be less
than 50,000 rms amps symmetrical.
E.
F
Switchgear shall be labeled as suitable for service entrance equipment.
The foliowing manufacturers aze approved for switchgear. Square D, GE, Siemens-
iTE and Wesringhouse.
END OF SECI'ION
�
Ll
�
�
�
l�'
�
�
SHA508
16165 - 1
�
q� - ����
SEC'I'ION 16200
DISCONNECI'S
1.00 GENERAL
A. All disconnects shall be heavy duty, horsepower rated, fusible, quick make, quick
break type Nema 1 or 3R as required unless otherwise noted. Nonfusible disconnects
may be used in lieu of fusible where allowed by the NEC.
B. Fquipment disconnects shall be mounted on nearby adjacent wall or on a freestanding
floor mounted stand. Disconnects shall not be mounted directly on equipment.
C. Free standing, floor mounted stands shall be constructed of welded angle iron or
unistrut and fittings. Stands shall be 6'-0" high with disconnects mounted 5'-6" to the
top. Quick bolt stand to floor neaz equipment and make final connection with flexible
conduit per SecUOn 16110.
D. The following manufacturers aze approved for disconnects: Squaze D, GE, Siemens-
ITE and Westinghouse.
END OF SECTION
SHA508
16200 - 1
�
�
� 1.00
LJ
�
�
,
,
a
L�
�
�
'
�
�
I ��I
�
�
��'�Q��
SECTION 16205
STANDBY POWER SYSTEM
GENERAL
A. Provide a standby power system for supply of power in the extent of failure of normal
utility power, consisIIng of a liquid cooled engine, an AC altemator and system
controls with all necessary accessories for a complete operating system, including but
not limited to the items specified in this Section.
B. Provide automatic opeiation from one 100 aznp autonnaric transfer switch so that the
system comes on line fully and automafically upon the loss of urility power and on
restoration of urility power fully and automatically retransfers load to normal power,
shuts down the generator and retums to standby readiness for another operating cycle.
C. The electric generating system shall consist of a prime mover, generator, governor,
coupling and all required controls. This system shall have been tested as a comptete
unit on a represenling engineering model as required by NFPA 110-1985. These tests,
being potentially damaa ng to equipment testes, shall not be performed on the
equipment sold, but on a separate prototype model. All equipment shall be UL rated,
conform to the National Electric Code (NEC) and meet all local codes.
D. The prime mover shall be a liquid cooled, gaseous fueled, naturally aspirated engine of
four-cycle design. It shall have four in-line cylinders with a minimum dispiacement of
3A liters (183 cubic inches), a maeimum BMEP of 97 psi with a minimum rating of 40
bhp when supplying its rated output of 20 kw at an operating speed of 1,800 rpm.
E. The engine shall have a battery charging DC altemator with transistorized voltage
regulator. Remote twawire starting shall be by a solenoid shift, electric starter.
F. Enb ne speed shall be govemed by an electronic govemor to maintain altemator
frequency within 0.5% from no load to full load altemator output. Steady state
regulation shall be ±0.25%.
G. Sensing elements shall be located on the engine for the following conditions:
1. Low Oil Pressure shutdown
2. High Coolant Temperature shutdown.
3. I.ow Coolant I,evel shutdown.
4. Overspeed shutdown.
5. Overcranking shutdown.
H. All sensing element sensors shall be connected to the control panel via a wiring harness
with the following features:
1. Wire number labeling on each end of the wire for easy identification.
2. Molded rubber boot to cover the electrical connecUon on each sensor to prevent
corrosion.
3. All wiring shall be run in fle�ble conduit for protection from the environment and
any moving objects.
I. The engine shall have an engine mounted, thermostadcally controlled water jacket and
oil heater to aid in quick starting. Heaters shall be of adequate watta�e as recommended
by the engine manufacturer.
SHA508
16205 - i
,
'
�J
'
�
ATS shall be double of throw construction, posirively electrically and
mechanically interlocked to prevent simultaneous closing and mechanically held in
both normal and emergency positions.
4. ATS actuator shall have as independent disconnect means to disable the electrical
operntion during manual switching. Maximum electrical transfer time in either
direcuon shall be 160 milliseconds, exclusive of time delays. Main switch
contacts shall be high pressure siiver alloy to resist buming and pitting for long
life opention.
5. ATS shail contain one SPDT, 10 amp, 250 volt auxiliary switch on both normal
� and emergency sides, opernted by the transfer switch. Full rated neutrai bar with
lugs for normal, emergency and load conductors shail be provided inside the
cabine�
1
�
�
�
�
�
�
�
�
�
�
�
�� L
ATS shall contain the following controls:
a. A solid state undervoltage sensor shall monitor all phases of the normal
source and provide adjustable ranges for field adjustments for specific
application needs.
b. Signal for starting the engine-generator set to start in the event of a power
interruption. A set of contacts shall close to start the engine and open for
engine shutdown. A solid state time delay relay start (adjustable from 0.1 to
10 seconds) shall delay this signal to avoid nuisance start-ups on
momentary voltage dips or power surges.
c. Signal to Uansfer the load to the engine-generator set after it reaches proper
voltage (adjustable from 70% to 80%) and frequency (adjustable from 80%
to 90%). A solid state time delay (adjustable from 5 seconds to 3 minutes)
shall delay this transfer to allow the engine-generator set to warm-up before
application of load. There shall be a switch to bypass this delay to avoid
short term normal power restoration.
d. Signal to retransfer the load to line after normal power restoration. A return
to utiliry timer (adjustable from 1 to 30 minutes) shall delay this transfer to
avoid short term normal power restorauon.
e. Engine run rimer (adjustable from 1 to 30 minutes) to ensure an adequate
engine run period.
f. A solid state plant exercise ciock to set the day and time of generator set
exercise period. Clock shall have a one (1) week cycle and be powered by
the load side of the transfer switch. A battery shall be supplied to maintain
the circuit boazd energized when the ]oad side of the transfer switch is de-
energized. Include a switch to select if the load will transfer to the engine-
generator set during the exercise period.
g. A manua] locking handle to allow manual transfer. This handle shall be
mounted within the lockable enclosure so allow access only by authorized
personnel.
h. A safery disconnect switch to prevent load transfer and automatic engine
start wlule perfomung maintenance. This switch shall also be used for
manual transfer switch operarion.
i. LED status lights to provide a visual readout of the operaung sequence.
Monitor status shall include the following:
(1) Uriliry on.
(2) Ena ne warmup.
(3) Engine wannup bypass.
(4) Standby voltage "ready"_
(5) Standbyfrequency "ready".
(6) Standby on.
SHA508
16205 - 3
�
�
�
�
�
(7) Transfer to standby
(8) Return to uritiry.
(9) Engine cooidown.
(10) Engine minimum run.
( i l) Fast test mode.
R. The following manufacturers are approved for standby power systems: Caterpillar,
Cummins, Generac and Kohler.
END OF SECTION
l�
[_�
�
�
�
�
�
�
�
�
�
�
�
�
SHA508
16205 - 4
�
I
�
'
�
�
�
�
�
�
�
_�
�
�
�
'
'
�
��
SECTION 16210
FUSES
1.00 GENERAL
A. Fuses protecting 0 ta 600 amp feeders shall be curnnt limiung i.ow-Peak Dual-Element
LPN-RK (250 volt) or LPS-RK (600 volts). Size fuses per circuit amperes shown or
as required by the latest edition of the NEC.
L3
C.
Fuses protecting individual motor circuits rated 480 amps or less shall be current
limiung I,ow-Peak Dual-Element LPN-RK (250 volt) or LPS-RK (600 volts). Size
fuses per circuit amperes shown or as required by the latest edition of the NEC.
The Contractor shall supply three (3) fuses of each size shown in the Contract
Documents for spares. Turn over to the Owner prior to final close out of the Proyect.
D. The following manufacturers aze approved for fuses: Bussman, Gould Shawmut and
Reliance.
END OF SECI"ION
SHA508
16210 - 1
�J
�
�
' 1.00
�
,
�
'
�
�
�
�
�
�
�
,
�
l�
�
SECI'ION 16220
MOTOR STARTERS
GENERAL
A. Manual motor starters shall be full voltage, fusible, toDgle switch type with NEMA i
enclosure unless noted otherwise. Starter shall be rated for motor starting with
replaceable thermal overloads on all phases. Provide pilot light where shown on the
drawings or identified in these Specifications.
B. Individual motor starters shall be full voltage, fusibie, combinarion type unless noted
othenvise. Starter shall be rated for motor starting with replaceable thermal overloads
on all phases. Each starter shall be supplied with two (2) spaze normally open and two
(2) spaze normally closed contacts.
C. Starter coils shall be rated at 12Q volts. Provide control power transformers where
required.
D. The following manufacturers are approved for motor starters:
Squaze D, GE, Siemens-TTE and Wesringhouse.
END OF SECTION
SHA508
16220 - 1
Allen Bradley,
l_
�
�
�
�
� 1.00
1�1
�
�
1
�
�
�
��
�
�
�
�
�
�
�
SEC7'lON 16300
LIGHTING
�ENERAL
A. �xtures shall be fumished complete as specified and/or catled for on the Light Fixture
Schedule. Each fixture shall be installed per ihe latest edition of the NEC and the
manufacturer's recommendauons. Proper support for each fixture shall be provided by
the Contractor.
B.
C.
D.
E.
Voitage for light fixtures and lamps shall be as noted on the Light Fixture Schedule.
Provide all lamps as noted on the Light Fixture Schedule. All incandescent lamps shall
be 130 volt unless noted otherwise.
Ballasts shatl be Type "P", Class "A", HPF, CMB-ETL egual to Advance Mark III.
HID baliasts shall be HPF type with constant wattage design.
Upon completion of ttte project and before final inspection, clean all fixtures and
replace burnt out lamps.
F. Photoelectric control shall be constructed with a W-resistant raintight polypropylene
housing. It shali be calibrated to a 1.0 footcandie turn-on, and provided with a shutter
for field adjustment turn-off. Photo control shall be rated at 1,200 watts Tungsten,
1,000 VA ballast at 120, 208, 277 or 480 volts. Photo control shall be mounted on a
stainless steel plate supported by a recessed electrical box.
G. The following manufacturers aze approved for ghoto conuoi: Fisher-Pierce Nitelighter
Series Model # FT15 (120 volt), #FI'168 (208-277 volt) or #FI'19 (480 volt).
END OF SECTION
SHA508
16300 - 1
�
,
,
, 1.00
,
�
�
�� - ��c��
SECTION 16120
FIItE DEfECTION AND ALARM
HARD WIRED
GENERAL
A. The Contractor shall provide a complete and fuliy funcrional fire detection and alarm
system, consisting of equipment from one manufacturer and including all required
wiring, conduit, j-boxes and ouflet boxes.
B. The complete installation shall conform to the applicable sections of NFPA-72, local
codes and the Narional Electric Code (NEC). Each item of the system shali bear the UL
label. All control equipment shall be listed under the UL category "UOJZ" as a single
control unit; partial listings will not be accepted. Smoke detectors shall be approved
under UL 268 and shali be approved to operate only with a panel listed under UL 864.
System controls shall be IJI, listed for Power Limited ApplicaUOns per NEC 760. All
circuits shall be marked in accordance with NEC 760-23.
Shop drawings submitted for approval (refer to Secrion 16010) shall conrain the
following minimum information:
C
Complete descriptive data indicaring UL listings for all system components.
Complete sequence of operations for the system.
Complete system wiring diagrams for components capable of being connected to
the system and inteffaces to equipment supplied by others.
The following devices shall be provided where shown on the Drawings (Simplex
model numbers are provided for cross referencing):
0
l.
2.
3.
4.
5.
6.
7.
8.
9.
10.
Fire deteciion and alarm control panel. Simplex #4002 series.
Fire detection and alazm remote annunciator. Simplex #4b02 series.
Comhina6on horn/ strobe, common azeas. Simplex #4903-9224.
Svobe, common areas. Simplex #49t)4-9137.
Manual pull starion. Simplex #2099-9754.
Smoke detector. Simplex 4f2048-9209.
Smoke detector, duct. Simplex #2098-9649.
Heat detector, common areas (135° F rise). Simplex #4098-9402.
24 volt DC power adaptor. Simplex #2098-47.
Digital alarm communicaring transmitter. Simplex #2080-9024.
The following zones shall be provided:
E.
1.
2.
3.
4.
�.
6.
7.
8.
9.
10.
il.
12.
Office Area.
Garage Area.
RTU-1.
RTLi-2.
RTU-3.
RTU-4.
RTU-5.
RTU-b.
Spare
Spare
Water Fiow.
Water Tamper.
SHA50&
16720 - 1
,
1 F. Provide digital alarm commuaicaring transmitter (DT) at telephone backboard. Provide
two RJ31X telephone jacks adjacent to "DT". Provide 1" conduit between "DT" and
main fire alarm panel.
'
�J
C i
�
'
�
�
�.J
�
�
�
�
,
r
i
!
G. All wiring shall be installed in a separate conduit system. A color coded wiring system
shall be maintained throughout the installarion. Connections to devices provided by�
others shall be coordinated with the installing contractor.
H. Wiring shall be color coded, tagged and checked to insure that it is free from shorts and
gtounds. All wiring shall be solid copper. Minimum wire size shall be #14 gauge with
#12 gauge for all strobe circuits.
All j-boxes shall be sprnyed red and labeled "Fire Alattn".
Devices shall be mounted at t6e following heights, unless noted otherwise. Distances
sha(I be measured from device center to floor.
1. Detectors ceiling
2. Hom/Strobes 80"
3. Pull Stations 48"
K. The equipment manufacturer shall provide to the Owner a maintenance contract
proposal to provide a minimum of two inspections and tests per year in compliance
with NFPA-72H guidelines.
L. An equipment manufacturer's representative shall provide as part of this contract a
minimum of four hours system operaUOn training for the Owner. The ume and date of
training session shall be detemrined by the Owner.
M. The following manufacturers are approved for fire detection and alazm equipment:
Edwards, Norifier, Pyrotronics Simplex or equal.
END OF SECTION
SHA508
16720 - 2
�
'
,
SECTION 1674D
TELEPHONE CABLING SYSTEM
, 1.00 GENERAL
A. All wiring shall be installed according to the local Utility's recommendations.
� B. The local Uriliry shall provide system entrance telephone cable to a main entrance
backboard provided by the Contractor as sQec�ed in this Section.
, C. The Contractor shall provide one 8'x8', 3/4" plywood backboard, extendina from floor
to ceiling, for use by the Urility. Width of the panel shall be shown on the Drawings.
Contractor shall paint the panel with a grey, fire retardant paint prior to all equipment
� installation.
'
�
e
��
�
�
e
i
��
t
�
i
IND OF SECTION
SHA508
16740 - i
�
L �
�
� 1.00
�
�
�
�
�
!-�
l�
�
�
L�
l_J
,
,
,
��
SECTION 16750
VIDEOAND DATA CABLING SYSTEM
�
f�
C.
GENERAL
The Contractor shall provide a complete and fully functional interior video and data
cabling system, inciuding all required wiring, backboxes and jacks.
The complete installation shall conform to ]ocal codes and ihe National Electric Code
(NEC).
All wiring shall be installed and connected according to the video and data eguipment
manufacturer.
D. The Contractor shall provide all video and data cable from the equipment rom through
the cable management system to each voiceJ data outlet with sufficient length at both
ends to allow proper connecuon by the Contractor. Provide sufFicient length of cable,
coiled above drop ceiling, to allow connection to all cubicles and future cubicles
through power poles. Connection point shall be farthest point of cubicle from power
pole. Connections at both ends af individual video and data hnes will be made by the
Conuactor.
E. The Contractor shall provide one 10 Base T ethemet cable from the equipment rom to
each voicel data oudet in offices, rooms and each individual cubicie.
F. Voicei data outleu shall consist of a double gang box with 3!4" conduit stubbed into
nearby accessible ceiling space. Provide blank cover pates for all unused voice/ data
oudets.
G. Contractor shall provide an connection jack at each voiceJ data oudet
END OF SECI'ION
SHA508
16750 -1
�
,
,
,
�
i
,
'
'
�
a
'
�
a
i
�
�
�
�
,
SEC'I'ION 16900
SCHEDULES
1.00 GENERAL
A. The schedules identified below are inciuded as part of ihese Specifications.
B. List of Schedules:
1. Light Fixture Schedule.
END OF SECTION
SHAS�g
16900 - 1
LIGHT FIXTURE SCHEDULE
, ��;�
� ; ;
� ��I I° , �
' �OINIE I '
4DETiT I FlXSURE tYPE � R i C I p � MOUNTfNG j LAMPS I LENS, LOWEH, ETC. ' MANUFACTURER'S CATA�OG NUMBER NOTES
I i I
A � 2X4' �I X I � I pECESSED j (� 32W TS I 3" DEEP, 18 CELL I LfTHONIA t'2PM3G33278D-12(FGEB
i PARqBOLIC I I I � LAY-tN � FOSTf/35 PARABOLIC OR EQUAL
� I I
g i 2k4' � X I � RECESSED � I ; LfTHONIANSPG232At2.t25-721FGE6
0.'@5 ACRYLIC i
LENSED I I I tAY-IN f F03?/735 I I OR EUUAL
I I �
� ' 2�c2' I X I I I I RECESSED i � (2j 32W T8 ; 3" DEEP, 9 CELL i LITHONIA 2PM3G62349d124GE6
i PARABOLIC I I lAY-IN F663?l7355 i PAFiABOLiC i OH EQUAL
i
I
D � DOWNLIGHT � X I I pECESSED I(2)18WT4 I CLEARALZNK �� �AFF383C4HR72Q-WFI�E6
I I I I LpY-IN I CF73DDB35 ; I OR E�UAL
I
E EXIT-LED I I � X� UNNERSAL WfTN UNIT � BLACK BODY � LITHONIA RLESB7R720 �
SlNGLE FACE � � � � I I RED LETfEHS . OA EpUAL i
�
� EX�RLED � I I � I � BLACKBODY j LfTHONWELES62R120
E � � DUAL FACE X I UNNEHSAL � WI'fH UNfT
I , I �, I I REDLETTERS OR EQUAL
F � 6' INDUSTRIAL � X � � � CEILING � (4) 32 T8 � L(fHONIA 68TAF432420-GEB '
CF{AIN i F��35 � UPUGHT OA EQUAL
I I� i
I i
G I DOWNLIGHT � i I X � RECESSED I(i)100W MH � CLEAR SPECULAH I INFlNITYCMH75-tOQ-MWT �
� EXTERIOR � I � CEILING � M70M1/MED � ALZAK �� OR EDUAL ,
�
H �� SHOWER IXI �I � RECESSED I(2)13WT4 � FLUSHPRISMATIC ��, STAFPOSP5202-57-52ULP-TW-EB '
i CEtLlNG � CFI3DSB35 I LEN$ � OR EQUAL ,
� � I I I
1 I NOT USED i I I ' I j I �
I � i � I �
� '!
� � ��� � SURFACE '
J i 4' STRIP � X�I i � (� 3 � TB 'I ' LJTHONIA OUN232-120-GEB
� � , � CEfLfNG � F037l735 � �, OR E�UAL '
DOWNLI6HT � I I � RECESSED � I CLEARSPECULAR �, INFINfCY#q7�tOp�MWT
K , DIMMED i I X i � LAY-0N I(1) t00W A79 �i AIZAK � OR EGIUAL ,
� 2'Xl' I X �I �i � RECESSED I (2) 32W T8 , � LITHONIA S25PG232Al2.'125-120-6E6 ',
LENSED ,, � , i LAydµ ,, Fgp3y735�G ' 0.125 ACRYLIC OR E�UAL
i
M FOUR HEAD I ' '� X', �" POLE �(4) 25DW MH '� GLASS DIFFUSER, ! STERNER SLBZ&4-4&}pC-AR-250S
TYPE fll i i i ON BASE � M25dWMED � DARK BROIaE , 208�SSSti-RC-N 7, 2
, � � FlNISH OR EQUAL
�
,
�
NOTES:
1. 208 VOLT FIXTURE
t. PROVIDE 3 FODT LNAMETER, 8 f00T HIGH, CONCRETE POLE BASE MOUNTED 5 FEET INTO GROUND.
$HA$�$
�
�
�
i
1
�
'
�
t
r
r
�
'
�
�
�
�
�
!
�
�� — z���
�
nbRr�l
SHEA
,��.,sa�.�.
,�.o„� ��� �,..,
MlnnuO011� MN �l10.1
@Itl ]3&i1519�m
1!I]I 3�V t8]O ln
OWNER (SELIEA)
JEBCA INC.
PROJFCT TITLE
EASf SIDE POLICE
TEAM FACILITY
ST.PAUL, MN
SHEET TITLE
SITE PLAN
owwne�_�_ _J15
CMEQfOBY _
IFAN WtlIM _.—__
i xr��ert�enmwnme ru� neuriuno�
011 �Eb�1 YM �IIl�MFO �� Y[ 0� Y�IM� Y�
dllEGl M[IlYppll IMp !M! I IY � WIl
�aF'4ifYINMFID �f1U�MR�xtlN�01 �X5
arz _ _ _ nre n vuz
SGtF P � p 0'
MtF _ 13 $FPIE1.6Eq 19%
[p44 NU '�9�5�
NFVSOMS
RRCNITECTS,INC
DD• 1
�
i
1
1
,
,
i
,
,
�
,
�
,
,
'
,
�
1
1
�
�
�
��
� �s� ,���
u� n
u ��
n ra.rv �w
�� � °o 0
Lr� rRpr
� � i
�`� ��
��
i��� l — — ' _
� �.
��?' r
��e�
t�j>
rJ
��-;��
------�
-------'
��„am.o�
I 1
¢ Ir� `f�l f�'j
_ ` �. ` i �
; I IwN (� �
�
L� ��
�- , �- �
�r�i iF�� ���i ir
t _� � _�
_ `� — � _
�ora �.�»�«.oa...,
ro
GS CL
��.._._�� m
r�
iner� i i
�° f J
�.
a� I ^g s
� -� !
ur �
�mar � �
�
�,
I
_ �
�w
• uYM1C�M.�eIM I
� �—�Y�YLY�M
�_� � I I �� ��
GMCf I
�u�P4� I
�
u
n�i.i.�e�rsraruee � ar e�m..R
(WRNR�2E 5 SNAhN OA51'ED�
�
�
m
SHEA
,..� �.�.
m���
���
���,�.
����
OWNER [5ELLER)
�CO. INC.
PROJECT TITLE
EAST SIDE POLiCE
rea►� Faciurr
ST. PAUL. M4
SHEET TITLE
Cq�RRTRUCTION
PLAN
�,�, �„ ,d
GEU� Br�
t�E��W C�w�^f,V
eleCH'wiWa V
M 4 oM W �iel !/lMU�
� �1 m�M R/.�V m
W�O�/
GR MG q p!i
sC1tE� ve� - ra
nrt� a eareea aan
m.�a w aem
��
ARCNITECii,1NC
DD• 2
�� r
I � I
1 I I
� �� �
� � �
I I I
�'
L
m_..a.w..�
3 . e n•u' eoac
M�. EOR6 K MC
aat a+cs
SHEA
SMY SY�I 9.IY 1W�
W IbL Lxf� Et�Y
Mr�yc4 W 5l�G
m a.ua. up,
ee aa�o �
OWNER [SELLER)
.�BCO INC.
EI.CVATION AT LOMMUNITY RM KRGHENETT�
i/A' - �'�'
w�scrH� w,w.
vezt w�w
PROJECT 71TLE
EAST SI�E POLICE
1'EAM FACfUTY
�
ROLI. GAU. RM. 1YE57 WAU.
3i8' • f-0'
TYPIGAL'G" WNDOW
318' • 14'
ROI.1- -VATION ,
3/B' I'-0"
N• Ma^M
un s wem ww. aT
SHEET TITLE
ELEVATION5
wra en
oa� en
16w cvr...
A
o.n �n w m
�E' ]2' - TO
wn e e�ia� cm
� � xem
rtvsua�
R IiiE Ti,I11C
DD•3
tlLCF iP 0 ECNM MNL
nGA �P � G5� w'ui
�5°1G��
a�racxi�rrr A
DESIGN
DEVELOPMENT
DO�UMEN'i'S
F.AST SIDE POLICE
TEAM FACILiTY
722 Payne Ave.
Saint Paul, MN
PROJECT No. 9507.00
CITY OF SAINT PAUL
SAINT PAUL POLICE DEPAR'TMENT
100 E. 11 Street
Prepared by:
LIEP, Facility Planing and Design
35Q 5aint Peter Street, Suite 300
Saint Paul, MN 55102-5510
266-9090 Fax266-9099
� " � �
DESIGN
DEVELOPMENT
DOCUMENTS
EAST TEAM
POLdCE FACILITIY
LTIZ�IIJ� 1 �►`Y 171►117 D/:/
Part I Purchase of Existing Facility "As Buiit Out" Proposal, dated 8j31 j93
Part II Agreed upon modifications of the "As Built Out" Proposal.
Part III Agreed upon modifications as a result of the Seller - Buyer negotiations
between between April 26 and August 21, 1995.
Part IV Build out Specifications as wntained in the Buyer's Original Rquest for
Proposai
Part V Design Development Drawings:
Exterior Perspective (11x17)
DD1 Site Plan
DD2 Floor Plan
DD3 Cabinet and Window Frame Elevations
(Autocad Re1.12 drawing files are availabie for sheets DDl-DD3)
�O
Group Int.
95
Real Estate - investment
Finance
Management
Development
360 N. Robert Street, Suite 700
Saint Paul, Minnesoia 55101
(612! 222-3081
(612) 222-3085 FAX
�?QU°St �flT �.O'_'J4SZ�
?io. 3�P - 14964-3
,_„$r =o?m� DO:1C° $Ld�IOA
S L. P z i: �, ?•:?�'
?urc^ase oi �xis�i.^.g Fzciiity
"AS 3wiit Ont"
� «
• t;
i . :r.tent
_�rs::aat �o �^e reaUes::*:ade i^ *:� Ci�y oi St. ?a�_ �°a_
Est2te Jivisio.^.`s ietie: cf Seatember °. 1993, we r2ve
JY°T�2�°C �O� Y'G:;.- _°V1°W ^c DYOPOS'�.1 �CY 2^ •• 25 .7'11�� O;:t��
L2.Cili�}' i0Y �::° :.�5� :'EcT .�.C2�iC.^_. �'ti?=S D.CDCSd! S�l.:_
..,,_.�e�^�lates t:*.e improvements ±o be ce^struc�ed __. ,.re 722
�'�i�G1.^.C�. �22 `.�Z}�^E P.ve^ue $t. t�ct�! � �`=1 :::25CLc.
i'+_ �'"^�05� �O CO_^.5L�.:CL L:C 1"T'A'(OV2?'.:� ;LS iCc+ _,
�"e ?_cpCSe� Floc� °i�II �P_1 ca�ed $/31i93, ��:r�^eY _c.e���fiec
as _�o�ect �9307.00 a^d t_e s�ec_�icatio^s �Cen�i=iec as
=,X.^.1pi� �`."�.'2 $D2C��:C �;:.11QOL:L lZeQt:l?'2!:':EPtS� ?cC = L::rp;:,C�n
_2. �4L : fl�° 1:C� L:C°C = 25 �X_^.l�1LS nArr �nri n J n
resnec��ve?y.
?ursuant to ciscuss:ons with re�reserta_�ves o� ao+_: *_:e
City Desiqn stz�i a_^_d t^e ?o?ice Degart^;ent, some ad.c,itior.ai
C.'dL1f1C2t10T:S dY° �°�:;1�?Q LO C2�°Y:',:7.^° W^dL 1S �:� W^dL 1S
no* iacl�.:ded in our �ro�osal.
��ems i.^.ciude3: �x*erio�
i. Existing ex.=ricr wi^dcws are 'to be remcvec ar.d *_ne
o�e.^.iags wi?. �e �ricxeci clos=.
Z. :re pa-kir_g 1ot wil? b� complete�; resvr:aced with a ne�z
3S�^8� ::^3� �^C SC:�A° A g rai: w; __ �_ i _^_St2-'°G
a? ong the Pay*:e P.venue sid.ewal:�.
3. _':e °S;1SL1;1CJ �U°: O1� Ld:liS 'a�.;Y:eG �n _..= par�:^g :o: ca_:!
w2 Y@MOVeC D:1C'_" tC CEAcV:.^C �^E :OC.
4. _: e exL=-ior o= ,. :e �-.ii:� .: g wi �: we �ai^.. _�.
�. A new roei cec� a^c :^er.;bra�e sys:e.^.; c.ili be i^sta?lec
ove� t�e entire ;�ui�di_^.g.
:'ter.;s inci��den: ?n"terier
_. �1_ °^LZV CCO_"S �-.�O �'_^_° .,..,,__�_�G�' Wl" D° '°�18C°C-
2. �: ^2W EY,_^_a'.;.5� S}'S�°^t W7.-1 �D°.. 1_^Si.21�EG '_^ �_^.e CcYGC2
?r��, ' _
3. .._.. car__ aai:s a°_c c=i:_ =g wi? _ bs aai ,�ac.
-1-
95-10�3
�. =he garage wi?� receive ^ew iiwo:escent ?ig_^,ti.^.g a�a aew
steam unit heaters.
�. _'.^,e =xis:i^g s�eam 'aoi?er ar.d dist_iau�ion sys�em wi:l
remai.^, as 'tre main source of nea:inq.
6. -^e existi�g �fC ecuia�ent wil: �e remov=d a�a :ew
rocftan AfC units with economizers wiii be �r.s�aiiea,
uci?izin� tae exisving duct distriau�io� sys�em.
7. P.2: existinq ofiice ifi�roveme.^.*s wiii pe demc:is^ec anc
�ii rew improveme^ts accordiaq �o }he pia_^.s =_^d sp=es
will be ins'ta:ied.
8. Ali :ew office lighti:g wi!i �e T8 tec�noiogy.
9. A11 asbestos pipe insulation will be repaired a^d mzr.aged
in �?ace as ^ecessary to com�iy with anpiie4bie heaitn
ru?es.
�' 0. ?YOV1dE 2.^.Q 1^Std� : 2 riEW 2� KI� cmgTg ° eC+r1C3!
qe.^.erator.
11. ?erimeter drywall a^d insuiation to deck (23 £t. :^.ign).
All ir.terior walis to 10' A.F.F. A? i ir.*erier walis wi! 1
be sou^.d ir_su? ated.
12. Ceramic tiie wainscot walls in toile� :ooms. Ful: reig:i
C°T2!.^.iC ti?e walis ia s�owe�s a^d ioc�ce: rooms.
Exclusions: As per instruction, tre foliowing items have
been excluded.
,. No parking ?ot liqnting is ir.cludec ia t:^.is proposai.
2. .�io ianci^� is inciuded.
3. `Ihe seco^d 0.:?. door en the r.ort� wai_ ^zs neen exciudec.
4�^i�e this is _^_o� 4 ccm:p:et= listi.g of ai? eie;.^.er=s
i^ci�:ded i^ our oropo�a=. ?'t does give a:� accarate pict�r= o:
±^e sce�e ei wo�k we a^.±=c:aac= �^c�udi^g. :'_ aou'_d �_ ^appy
to refi^e these numNers as :nore detai?s anc �ecome
avai_abl�. -
-2-
. ��
?arci:ase ?rice:
<<6DOS°G� �C�C^2s° �r_�.,. $��l'3Z.�nn nn
� J V V. V J
�^@ T!1> > 10^ �T'.B Y1::!CL'E4�' Y ::011Sd.^_C ✓0::2Y5
C2S : 3t C:OS1,^C3.
T� C'�Y7.^.q y0�:?' :2Vi8W d?7V CL^�5:10^S C: CO'.;tR:E_^.*$ cY=SE '_'C�
L::?5 �ZODOSZ:, A.�'.°�SG' '_°S "°p LO CO:L2CL ..... "dL 2Z�
Sir:cerelY,
:,v3C -?OU�, I_�C.
i '
f���� �i'.�'c d.-..�
�
Dav�d ??. Spill :an
?roject Ma^agez
D:?S/.^„�as
- 3-
Exhibit "B"
EXHIBIT "E-2"
SPECIFIC BUILDOUT REQUIREMENTS
Page 1 of 12
��~7��^
Tfie LESSOR, at its own cost and expense, shall build out leased premises according to the
concerns expressed herein, and to the space plans which shall be prepared by
. Construction shalf begin within 30 days of the time LESSOR receives signed
and approved documents (specifications and plans.)
COMMON AREA BUILDING IMPROVEMEiVT
Prior to commencement of the lease, LESSQR shall provide, at its own cost and expense, the
following building improvements:
1. Access to the leased premises (corridors, foyers, etc.) shail be clean, as direct as possible for
safe simple tra�c flow and fully handicap accessible.
2. Common Area rest rooms shall be updated to present a clean attractive and fuily accessible
image.
3. Signage to the leased premises shall be displayed in such manner as Yo clearly indicate the
location of the LESSEE'S offices.
4. Access to the leased area must be controlled for security reasons. Access to stairwelis and
elevators must be limited after business hours. However, the building must also be accessible to
selected staff 24 hours a day, 7 days a week.
5. There must be adequate provisions to park vehicles while.transporting materials and
equipment to or from the leased premises. Vendors must be ab3e to deliver large items easily.
LEASED PREMISES BUILDOU'I` IMPROVEMENT
PRELIMINARY SCOPE OF WORK
� In addition to the schematic design, the following buildout requirements shaJl be reflected in the
_ plans and specifications of the contract documents. The specified sections may include sections or
work that is not applicable to the building or site being proposed. Use the applicable sections.
�
�
�
�
L
LEASED PREMISES Leased premises shall have some private o�ces and some open workstation
areas. The LESSEE may have Herman-Miller electrified work stations.
DIVISION i - GEN�RAL REOUIREMENTS
Section OlOQO - General
' All work will be done in accordance with Industry standards and will be in accordance with ail
state and local codes.
' The Contractor must schedule his work to allow for the security of the buiiding and occupied
spaces (if any) throughout the period of construction.
' The Contractor wili be responsible for cleanup and disposal of a13 refuse resulting from
demolition, construction, etc.
�
EXHIBIT "E-2"
SPECIFIG BUiLDOUT REQU[REMENTS
Page 2 of 12
DIVISION 2 - SITE WORK
Section 02050 - Demolition -if applicable
,. � ;
` Remove all masonry, walls, floors, ceilings, �nishes etc. as indicated or required by the new
work shown on the drawings.
5ection 02100 - Site Pmparation
' Remove and relocate any structures, remove above grade and below grade improvements, and
remave growth and vegetation at site.
Section 02200 - Earthwork
' Excavating, placing, stabilizing, and compacting earth at the site; including the addition of
borrow and disposal of excavated material.
Section 02513 - Asohaltic Concrete PavinQ
' Walk and Parking Paving, as shawn.
� Base course, Mn DOT 2211, Class 5 aggregate Bituminous binder course, Mn Dot 2331, BA-2
aggregate wearing course, Mn Dot 2341.
' Stripping. .
Section 02800 - Site Improvements
' Fences, traf�c and parking control barriers, and signs. Install all improvements as required by
Site Plan Review.
Section 02900 - Landscapina
` Lawns, trees, shrubs, ground cover; including soil preparation and finish grading involving
topsoil.
DIVISION 3 - CONCRETE
Sectian 03300 - Cast•in-place Concrete
s Bars, ASTM A515, Grade 60.
` Mesh, ASTM A185
' Concrete, ASTM C94, 4000 psi, 3/4" maximum size aggregate, exterior exposure air entrained.
Interior slabs troweled. Exterior broom finish.
EXH{SIT "E-2"
SPECIFIC BUILDOUT REQU{REMENTS 9�' j���
Page 3 of 12
DIVISION 4 - MASOivRY
SecYion 0420Q - Unit Masonrv
' Mortar, ASTM C2i0, Type S, no color.
' Concrete block, ASTM C9Q Grade N, Type 1.
` Wall reinforcing, Truss Type, wire conforms to ASTM A80.
` Bric3c, SW of a type determined by Architect and approved by Owner. AlI masonry laid running
bond.
DIVISION 6 - WOOD �,'VD PL=ISTICS
Section 06100 - Rough Carnentrv
' Structural gzade lumber at stairuays or steel and concrete.
' Blocking and curbs on roof, Pressure Treated, water-borne preservative.-
` Wood closures, CDX grade.
Section 06200 - Finish Caroentrv
' Casework: AWI "Custom" grade, piain sliced red oak exposed parts; counter tops for casework,
laminated plastic.
' Benches for locker rooms, ciear mapie.
DIVISION 7- THERi�tAL �'VD l�tOISTURE PROTECTION
Section 07210 - Buiiding Insaiation
` Perimeter insulation, Fed. Spec. HH-1-52^-.0 Type II, 1.5 pounds per cubic foot, R=6S.
' Thermai insulation in wails, R=23.4; roof R=16.67. Vapor bamer, 6 mil polyethylene.
Section 47510 • Bituminous RoofnQ
` 4 ply Owens/Corning built-»p roof, over 2" polyisocyanurate and fiberslass insulation.
Aluminize3, non-fiber surface or gravel. �
Section 07600 - Flashing and SheeY'1�Ieta1
' Metal roof edges, counterflas7in;, etc., 24 eauge, galvanized steel, fluoro-poIymer type factory
applied finish.
Sectian 07900 - Skvlights
' Prefor•nea metal-framed skylight assembiies with gIass g?azing.
EXHlBIT "E-2"
SPECIFtC BUILDOUT REGtUIREMEhtTS
Page 4 of 12
Section 07900 - Seaiants
95-10��
` Sealant conforms to Fed. Spec. TT-S-002306, Type II, Class A.
s Sonolastic NPl or sikaflex la, or Pecora Dynatrol 1.
' Sonofoam, ethafoam, or polycel backer rod.
` Sealant colors to match adjacent materials or as approved othenvise by Architect.
DIVISION 8- DOORS AND WINDOWS
Section OS110 - Metal Door and Frames
' Doors with stee] faces and steel vertical spacers welded to both faces. Doors filled with
insulation. Exterior doors with 16 gauge faces. Interior doors with 18 gauge £aces.
` Frames unit type with welded corners. Exterior frames 14 gauge. Interior frames 16 gauge.
' Doors and frames factory prime painted.
Section 08210 - Flush Wood Doors
' N.W.M.A. Industry Standard I.S. 1-78, Type I bond, Premium Grade, 12ed Oak Veneers, plain
sliced, book matched.
Section 08300 - Special Doors
` Sliding closet doors of N.W.M.A. I.S. 1-78, Type I bond, Premium Grade, Red Oak Veneers,
plain sliced, book �:atched.
` Sectional Overhead doors, galvanized, corrosion-resistant embossed sheet steel, .016" thickness,
with continuous foamed-in-place polyurethane insulation.
Section 08650 • Snecial Windows
' Thermal Break Aluminum Frames with insulated, security glass in windows or openings
designated by Owner.
Section 08700 - Finish Hardware
` Painted steel, BB butt hinges for entrance doors; prime painted steei elsewhere. Mortise type
lever handled ]ock sets with cylanders to match master keying. Dull chrome $nish on locks and
miscelianeous.
Section 08800 - Glazin�
` Fxterior windows, 1/2" insulating glass, bronze reflective, security glazing, with Law E coating.
Clear glass at all interior applications.
95-�.0��
VISION 9 - FINZSHES
ction 04250 - Gvpsam Wallboard
Wailboard sha11 conform to AST?v1 C36, thiclaiess as shown or S J8" i£ not shown.
Steel studs, drywall type, 25 gauge. Wailboard ali sc:ew attached.
3oints taped and nIIed; screw heads filled and sanded.
The Conuactor shall patch as required all plaster or e„ypsum board suriaces disturbed by
demolition with the appropriate matching material.
All new construction s�all consist of �/8" F.R. gypsum board on metal studs or Furring strips
as required and finis;�ed to match adjacent existing suriaces.
AlI new or e�sting ptaster and wpsum board shail be prepared to receive a new paint finish.
Section 09310 • Ceramic Tile
� All tile standard a ade, per TCA 137.1-1976.
` Fioors, i" X 1" mosaics. WaIls, 4-1/?" X 4-lJ?" ;iazed. Base, cave mosaics, 4" high.
' Shower floors and drying areas, non-s;ip type Lie. Set floor tile per Tii��ouncil '�Iethod F113
and ANSI Specin"carion AI08.�. Set wa11 tile per iriechod W212 and ANSI Specincation A1Q8.�.
EXH{B1T "E-2"
SPECiFIC BUlLDOUT REQUIREMEN"iS
Page 5 of 12
Section 0933Q - Ouarrv Tiie
Quany tile and base shall be American Olean. Quarry tile shall be thin set in an epo� mortar
bed both vertically and hori2ontally, and ;routed with "Hydorment Joint FiIlei' of a color as
selected by the ?rchitect.
Section 09510 - Acoustical Ceilin?5
Fxposed �rid wich 2' X 4' iay-:n paneis, r�ssarzd pattern, � J8" thick uniess oche:wise shown.
Panes white. Grid whate, painted.
Section 09650 - Resilient Flooring
Vinyl composition tile, 12"
selected. Install with masti
type, color as se?ected.
Section Q9680 - Car�et
X 12" and 1/8" thic's, standard cnmmercial colors and patterns as
c 2dhes;ve to conc:e:e floor slabs. Vinyl base, ?" hiQn, tap-set, cove
' Nvlon mited-ype carpe:, 28 ounce per square yard face yarn, s�atic conuol. Direzt glue-down
without pad.
Section 09900 - Paintina
Interior: Per Room Finish Sc;�edule and as spe: ned. B;oc:< fiiler and :wo coau semi-gloss
paint on conc;ete black walls. Two coau sadn paint on 2ypsum wallboard waIls. Two coats �at
paint on ceilings except prime and turo coau of 2-part e�oa;r paint wne:e scheduIed. Stain and
two coau varnish on interior wood doors and rails.
Exterior: Fxterior doors, touc� up shop coat and two coats alkyd-type gloss enamel.
EXHIBI7 "E-2"
SPECIFIC BUtLDOUT REQUIREMENTS
Page 6 of 12
�
'. 1 :
�
MA'I'ERIAL3 AND FINISH SCHEDL;LES
Floors
' Carpet througnout with excepdon of entry ways, toilec rooms, locker and exe:cise roams,
� Quarry tile in entry ways and lobby. Ceramic ule in all toilet rooms, and shower areas.
' VinyI composition tile on inter:or stair ueads and risers, lunch room, exercise room and secure
sLOraDe. Concrete floors in basement mechanical room(s), storaQe room(s}.
Base
' Vinyl at carpet and VCT floors.
' Quarry tile at quas;y tile floors.
` Ceramic tile at ceramic walls.
` No base at concre:e �Ioors.
Walls
Painted eypsum board (� f 8") or piaster on walls and partitions; ceilin2s w/o acoustical
treatment in all ofnce areas except secure interview and storzQe rooms. Secsre raoms shall
have 5 f 8" gypsum board over 3/4" plywood fastened to studs on walIs and ceilings.
Painted plaster on walls and ceiling in toilet rooms above the ceramic tile wainscot on the walls
and floor. Shower areas shall have fuil height ce:amic tile wa11s and floor.
Painted concrete block or �psum board walts in mechanical and s:ora�e rooms depending on
the type of construaion.
,
s
.
Ceilin s
' Acoustical *�le with tea2ured design in suspeaded netal ceiiing system in all arez�, except: entry
ways, toilet and shower rooms, mechanical rooms, secure areas and storaQe rooms.
' Plaster ceilings in coilet rooms and shower areas. Gypsan board over plywood in secure areas.
No ceiling materials required in mechanical and �enerai s�orage ;ooms.
DIVISIOI3 10 - SPECIALTIES
Section 10100 - Chalkboards and Tackboards
' White marker boasds with anodized aIuminum frames and c:�alk t*ays. Tackboard uniu similar.
Section 10164 - Toilet Partitions
� Steel, floor mounted, headr2ii braced, baked ea2meI finisa.
Secrion 102D0 - Louvers
`£xtruded aluminum blades and frames, runiraum t}vckness 0.125". Baked enamei finish.
� _a
�
�
�
�
�
I
�
�
�
C�
�
f
[
1
�
EXHIBIT "E-2"
� SPECIFiC BUILDOUT REQUIREMENTS
Page 7 of 12
�
S�ection 10400 - Identifving Devices
' 1 i
' Required ADA and emergency signage. Within the I.eased Premises LESSOR shall provide,
at its own cost and expense, signage providing directions to of�ces, office room numbers, HC
and emergency evacuation routes.
Section 10500 - Lockers
` Steei lockers, 24" X 24", with sloping tops. Mounted on tile bases. Numbered. Padlocks by
others.
Section 10520 - Fire Extin isher
` Ten pound, ABC dry powder type unless otherwise shown. Bracket mounted.
Section 10670 - Storape Shelvinp
' Shelving, Service Counter and other Special Buildout Features: The LESSEE shall provide
shelving and counter specifications to the LESSOR during the Construction Document phase
of plan preparation.
Section 10800 - Toilet and Bath Accessor'ses
` Heavy duty, stainless steel. Include paper towel dispensers.
DIVISION 11 - EOUIPMEN'I'
Section 11131 - Proiection Screen
` Ceiling recessed, roll-down, size as shown. White, non-gloss, mat surface.
DIVISION 12 - FURNISHINGS
Section 1Z500 - Window Treatment
' 1" slau - Levolor or equa] at office windows and exterior windows.
DIVISION 14 - COIv'VEYING SYST'EMS
Section 142QQ - Etevator
` Provide elevator to all floors, if leased premises are on more than one level. Car must comply
to ADA and may be a hydraulic unit.
EXHISfT "E-2"
SPECIFiC BUILDOUT REQUtREMENTS
Page 8 of 12
DIVISION 15 - MECHANICAL
Section 15025 - Selective �emolition (if reauiredl
Section 15050 - Basic Materials and Methods
R�i
1. Scone• T'his section applies to all the work and materials of the mechanical systems and
requires all materials, equipment, and labor necessary to make a complete and acceptable
mechanical installation as specified and as shown on the drawings.
2. Regulations, Codes, and Standards. All workmanship, materials, and equipment shall comply
with all appiicable federal, state, and local rules, ordinances, regulations and codes.
3. Shop DrawinEs. shall be submitted to the Bngineer for approval for all equipment and
materials. These shall consist of manufacturer's construction information, wiring diagrams,
curves for pump and fans, and maintenance data, all of which shall be assembled into Operating
Manuals for the Owner.
4. As-Built Drawinas. Prepared by Contractor to reflect changes of locations, materials,
configurations, and incorporated into Operating Manuals.
5. Electrica} Provisions of Mechanical Work. Provide energy e�cient motors, power factor
correction, and wiring in conformance with Electrrcal Division.
6. Substitution of Materials and Equipment. Aliowed with approval of Engineer only,
7. Identificatian. Provide labels and markers on piping, duct work, equipment, valves, etc.
Section 15460 - Pipin� Svstems
1. Potable Water piping in building shall be Schedule 40 galvanized steel or Type L copper.
2. Soil. Waste. and Vent piping in building above grade shall be no-hub cast iron.
3. Heating Water pipe shall be Schedule 40 steel or Type L copper.
4. Testin� Ail piping shall be pressure tested at pressures and duration meeting or exceeding the
Minnesota State Code and shall be free of Ieakage.
Section 15250 - Mechanical Insulation
1. Water piping for hot and cold domestic use shall be insulated using molded sectional glass fiber
with factory-applied fire-retarding all service jackei. Thickness shall be in complianc� with the
State Energy Code.
2. Waste and Vent piping in outside wall chases shall be insulated with 1/2" molded, }acketed
fiberglass,
3. Heating, cooling and intake ducts shall be insulated with jacketed, glass fiber insulation.
EXHIBI7 "E-2"
SPECiFfC Bt11LDOl1T REQUIREMENTS
Page 9 of 12
Section 15300 - Fire Proteciion
1. �,prinkler heads shall be instailed in all occupied and storage ceiling spaces.
2. Main sprinkier valve shail have required monitoring sensors.
Section 15400 - Plumbing Systems. Fi3ctures and Trim
1. Water and Fire Protection Service shall be provided from the sireet service main.
Z. Sanitary Sewer Service shall be provided from the existing sueet sanitary service.
��-����
3. Domestic Hot Water. Gas �red heater with recirculating return pumping and timer.
4. Lavatories sha11 be vitreous china.
5. Water C►osets shall be wali hung, siphon jet, flush valve type, with elongated rim, and
constructed of vitreous china. —
6. Urinals shall be wall hung, manual flush valves, vitreous clrina.
7. Electric Water Coolers shall be semi-recessed self-contained wall hung type.
8. howers shall be balanced pressure mixing valve type, with energy miser regulator.
9. ,Ianitor Sloo Recentacies shall be fiberglass construction.
10. All water c{oset and urinal flushometer valves shall be equipped with energy miser valve
adapters, appropriate for water pressure of facility.
Section 15600 - Heating. Ventifating, and Air Conditioning
1. Provide boiler for perimeter heating and a air tempering coil wiihin building ventilation system
for ventilation air. In a leased premise, the LESSOR must design and install an HVAC system
capable of providing a temperature range of 68 to 78 degrees in spite of adverse conditions.
Certain areas of the premises will have a coneentration of machines that both produce high heat
leveis, and at the same rime are sensitive to that heat. Additionaliy, where there are high
concentrations of electrical equipment, adequate ventilation (air exchange) is required. The
HVAC shall comply with the ASHRAE standard 62.73 bench mark.
2. Air Conditioning Compressor f Condenser equipment equipped with wet bulb economizer will
be air cooIed DX type. EER ratings shall be greater than 10. SEER ratings shali be greater
than 10.25. Distribute supply air in duct work throughout facility and terminate with
appropriate grilles or diffusers.
3. Provide exhaust fans in toilet rooms, locker rooms and elsewhere as required.
Section 15900 - Antomatic Temperature Control
i. Provide separate temperature control systems for each floor and/or occupancy zone.
EXHiBI'F "E-2"
SPECIFIC BUILQOUT REGtUfREMENTS
Page 10 of 12
Section 15990 - Balancing and Adjustin�
95--r���
1. All systems balanced by firm not associated with the Contractor, and certified by AABC or
NEBB.
2. Systems to be balanced include HVAC, supply air and exhaust; domestic hot water.
3. Complete report submitted, necessary corrective actions accomplished, and systems re-balanced.
DIVISION 16 - ELEC7'RICAL
Section 16000 - General Information
` Electrical Characteristics - Equipment and Motors 208V or 240V
Lighting 120/208V, 30, 4W
General Purpose 120/208V, 30, 4W
* Provide labor, materials, equipment and services necessary for the completion of aIl electrical
work defined under the scope of this project. Scope:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
Electrical Demolition - if required.
Electric Service and Distribution.
Power Generation
Secondary Electrica] Equipment
Lighting, receptacles and small power revisions
Fire Alarm System
Telephone System -
1'ublic Address System
Intercom Systems
TV Monitoring System
Motor and Equipment Wiring
' Obtain and pay for ali permits and inspections.
' Work shall comply with the following industry standards: IEE, NFPA, NEMA, ANSI, and
the latest edition of the NEC.
` Maintenance and operating instructions shali be provided for all equipment and systems.
' 'The entire electrical system shall be guaranteed against defects in material and installation
for a period of one year.
Section 16100 - Basic Methods and Materials
' All electrical equipment shali be U.L. labeled, where applicable.
` All work shall be performed in accordance with the National Electrical Contractors
Association Standard of Installation.
` Ali wiring shall be installed in raceway.
1. PVC - Underground, damp locations and exterior exposed locations.
2. Flexible steel - Connection to motors, light fixtures and vibrating equipment.
3. Electrical Metallic Tubing, Rigid Metal Conduit or Intermediate Metal Conduit - as
applicable to codes.
EXNIBIT "E-2"
SPEC{FIC BUILDOUT REQIlIREMENTS
Page 11 of 12
An internal combustion generator shall be sized for the anticipated emergency lighting and
communication ]oads for the facility. —
' Outlet boxes - 4" square galvanized steel. FS or FD in damp locations and outdoors.
= Ail home-runs - 3/4" conduit minimum.
• Conductors -#8AWG, 600 V, "THHN copper and smaller for branch circuit and control
wiring. 600V, THW copper for feeders #8AWG and larger. Wiring installed outdoors and
underground shall be type XHHW.
' General purpose wiring devices - AIl 20A rated.
s Safery switches - NEMA type HD (Heavy Duty) with rejection type fuse clips where fuses
are to be provided.
` All equipment shall be grounded in accordance with the Nationai Electrical Code.
' Power factor correction capacitors shall be provided for all motors and motorized equipment
rated 1000 watts or greater which exhibit a power factor of ]ess than 90%.
Section 16200 - Power Generation
SecNon 16400 - Service and Distribution
Main distribution board shali accommodate all anticipated loads and
for emergency generator. Branch circuit panel boards shall be bolt-on
In addition to normal electrical circuitry for lighting, separate circuiis
computers. ,
Section 16500 - Lighting
Administration JOffices
Corridor/Vestibule
Locker Room/Toilet Rooms
Storage
Exterior
Parking Lot
� ` Interior lighting shall consist generally of 3 and f or 4 lamp lay-in fixtures in areas with
removable ceilings. Flush mounted fluorescent fixtures shall be provided in areas with
structural or gypsum board ceilings in secure areas. To accommodate ihe use of computers
] and to avoid eye strain by computer users, it is essential that zhe space be equipped with
I nonglare, energy efficient lighting throughout with light levels to meet ASHRAE Standards
and the City Energy Standards.
� ' Incandescent lighting shall be used only where dimming required.
' Vestibule and exterior lighting shall be H.I.D. type and photocell controlled.
` Lighting L.evels:
�
�
7
�' :
r"Y�
iF�'
��'�
���
' �:
integrate switch-geaz
circuit breaker type.
shall be installed for
75 FC
15 FC
30 FC
5 FC
FC @ 15'
1 FC
Emergency lighting shali be locaied in corridors in accordance with Life Safety Codes.
E�t and emergency lights shall be compact fluorescent. HID ballasu shall be premium
grade, constant wattage. Fluorescent lamps and baliast shall be T-S technology with
electronic bal]asts.
EXHISiT "E-2"
SPECiFIG BUILDOUT REQUIREMENTS
Page 12 of 12
Section 1670t1 - Communications
95-1�1��
1. Telephone System. Provide a complete new empty outlet box and raceway system as
necessary and required. Provide dedicated equipment room space for the new system. In
a leased premise, the LESSOR shall install the proper conduit, wirin; and closet for phone
service to the leased premises. T'he telephone in the Leased Premises must interface with
the PBX system being installed in the Main Pubiic Safety Building. LESSEE shali pay for
the telephone sets.
2. Cabte Drops for Video and Data Equipment. The LESSOR shall at its own cost and
eapense install at each workstation andJor office, the following types of low voltage wiring:
(1) 10 Base T ethernet wiring from each o�ce and work station to central points of
service;
(2) RS-232 wiring from certain ]ocations on each floor to central points of seroice;
(3) 3-pair telephone wire (6 total wires) from the Point of Presence on each floor to each
of6ce terminating in (RJ11) telephone jacks;
(4) two coaxial cable installations to be insta]]ed by Continental Cablevision at the cost of
the LESSOR and coordinated by the LESSOR'S general contractor:
(a) the Institutionai Network (video and data);
(b) T'he Subscriber Network (video only).
The scope of all work shall be reviewed and approved by agents or employees of the City.
3. Fire Alarm Svstem. Provide a complete new zone annunciator coded, general alarm
fire alarrn_system with manual stations, corridor signal devices, heat and smoke
detectors, fan shut down in accordance with all governing codes.
4.
5.
Door Releases andJor Monitoring. Shall be provided where required.
TV T3onitorine. Camera at the main entrance shall be installed.
Seckion 16900 • Equipment, Motors and Controls
' Provide power & control connections for all motors & electrical equipment specified for this
project or otherwise provided. Use high efficiency motors over 3 horsepower (See attached).
` Provide disconnect switches, starters and control devices as required for ali equipment and
motors ancluding field watering system.
BND OF SECTION
Range of
Qualify
High-e�cienq� mocors from
3 hp to 400 hp qunlify for
NSP rebates when they meec
e�ciency srandards lisred on
this pagc and offcr �he follow-
ing feamres:
• AC polyphase induction
mocor
• squirrel cage rocor design
• NE�L1 design B Torque
�h�n�t�r;5ua
•specdsoF3600,1600,1200
or 900 rpm
To qualify for che NSP
Motor Rebate Pro�ram:
The mocor's NEMA \ominal
E�cirncy I2ating mus[ mttt
or excced the cfficienry
srandards in che chatt ac right.
Thc racing is iden�ificd on che
motor nameplaie.
Efficiency Standards
HP 90D 1200
3 8G.5 55.5
5 s7.5 sG.S
�.5 ss.5 sa.5
�o s�.s �os
15 59.5 59.5
20 90.2 90.2
25 90.2 91.0
30 91.0 91.7
40 901 91.7
50 91.7 91.7
GO 92.4 92.4
i5 93.6 93.0
]00 93.6 93.6
]25 93.6 93.6
750 93.6 93.G
200 93.6 94.]
250 94.5 95.4
300 94.5 95.4
350 94.> 95.4
400 95.0 95.4
Attachment to �ck�ib �
RPM
]S00 3G00 900
86.5 82.5 81.5
8G.5 85.5 { 84.0
58.5 SS.S 85.5
sa.5 s7.5 � 87.5
901 59.5 58.5
91.0 90Z I 89S
�i.� ��.o s�s
91.7 9].0 90.2
92.4 91.7 . 90.2
92.4 91.7 91.0
93.0 93.0 91.7
93.6 93.0 93.0
93.6 93.0 93.0
93.6 93.0 93.6
94.1 93.6 93.6
94.1 93.6 94.1
95.0 94.5 95.0
95.0 95.0 95.0
95.4 95.0 � 95.0
Are sll "efTcienc' motors
the same?
Definicdy nor. ?Janufacmrcrs
$equrncly der.gnare morors
as "cflicicnq" bur they migh[
not qu�f ify for :� SP's rcbaie
program. In addicion, cfii-
tiencia arc labded in many
diffvrnc w•sys, such as: quo�ed,
nominal, �vvagq capcacd,
c�lculaccd, minimum, gunnn-
cccd and appasrnt. �vSP's
prognm qunlificacions arc
6ued on chc nominal efficirnry
of morors.
How does a high-efficicnry
motor differ fiom a standard
motor?
• Higher qualiry and chinner
sted ]aminaoons in che scacor
•'.dorc mppet in nc� windings
• $mallcr air gap betwecn the
rocor and st�tor
• Rcduccd fan lossa
• Goscr machining tolennces
NSP offcrs motor
<�cirnry ms�ing
Mocw ef(icicncy ccscing is
a��aiJable from NSP. We w•ill
�cn thc cuscomcr's operacing
mocor �o dctcrmine �he �cma1
' ' � i
RPM
1200 ]800 3600
54.0 84.0 82.5
85.> 85.5 55.5
s7s s�s s5.5
89.5
89.5
-90.2
97.0
9IJ
97.7
9lJ
93.0
93.0
94.1
94.7
87.5 57.5
88.5 &7.5
�0.2 ss.s
��.o a�.s
9I.0 89.5
91.7 90.2
92.4 90.2
93.0 91.7
93.0 92.4
5
95.4 95.4 95.0
�5.4 95.4 95.0
cEficiency while in usc. Call
your NSP reprcsenracive ro
atrange mscing.
NSP now also offert
MotorMasur
Thc Mocor.�vtasmr dacab�se
lisring and sofn�are package
is now availabk co hdp you
cvaluacc che cost efl�eccivrness
of mocon pou arc considcrin�
for your s•stcm. Beforc yo�
purchasc your ncxr high-cffi-
cicncy moror, call the ncarest
NSP rcpresrncacive lisced in
che back of chis brochurq
and azk for assis�ancc wich
�his prognm.
2
BUILDING 722
MINNEHAHA & PAYNE AVENU£, SAINT PHUL, MINNESOTA
TIIF. CITY OF 5AINT PAUL - ilUILDING DT'SICN SF.C'
350 SAINT PETER STRI:F.T, STE. 320 pI;oNE: 288—
PURPOSED
8/31/93 1� � 7'-0 D B.HgM
�
m
x
T
Y•
S
M
R
�
2
In
�
�
�
(
r
PR�J �:
sao�.aa
SHEET ,
A1
..___ _.,:.�_�...rs .�::z_. _. ,_.
�:
Part II
�-II�IOII IClOdlflCflf10II5
Of Y.jlB ° AS BDllt �IIt" ptOjl(IS�
z
r . •
1. Page l, #1. Windows shall not be blocked up, but replaced in accordance with the window
replacement schedule in the Design Development Document.
2. Page 1, #2. Last sentence is incorrect. Parking lot will be fenced with 6' high chain link.
3. Page 2, #4. Due to the removal of the boiler, steam unit heaters cannot be used in the
garage. 'They will be replaced by gas heaters.
4. Page 2, #5. The e�sting boiler shall be removed.
5. Page 2, #6. The e�sting ductwork sha11 be removed.
6. Page 2, #9. Steam heating pipes sha11 be removed.
7. Page 2, #1. (near bottom) Parking lot lighting is now included.
8. Page 2, #2. (near bottom. Fencing is now included.
The items below relate to the specific buildout requirements section of he specs from 1993.
9. Page 4 of 12, Special Windows. Security glass has been eliminated for all windows,
superseded as specified in Dave Spillman's memo o£ June 22, 1995.
10. Page 9 of 12, Section 15600, Heating, Ventilation, etc. #l. The first sentence no longer
applies. The balance still applies.
�Construction
82�0 Normandale Buulevacd, Svice 20�
Vfinneapohs,!N�nnesota 55437-1Ob0
612 897.7560 Fax 897J86S
June 22, 1995
Mr. David Nelson
Real Estate Manager
City of Saint Paul
140 City Hail
Saint Paul, MN 55102
Re: Fast Team Station
722 Payne Avenue
Saint Paul, Minnesota
Dear Mr. Nelson:
9���.Q�3
Pursuant to our last meeting and the action list of May 30, 1995, we have reviewed the
discussed items per the action list and determined the foliowing:
1. Modify window details per our last discussion uCilizing standard glazing with 1Qw "E"
coating, and fix some of the operabie units -- reflected in the revised budget. !�;�,���r.r �� 1
..i J: � K {� i �(
2. Obtain a more accurate pricing for the communication(computer/video hook-ups. See ��» >
�-- alternate number. � �?So, �` 1 °'�">�T ,<s=sz�-r-'�
3. Check cost of cleaning waste oil from drain. No change in cost.
4. Cost for window biinds -- reflected in revised budget. �.xw�.-., �.,- >;; c, s� „„ `;��•,
5. Cost to soffit acoustic ceiling over windows -- no change in revised budget.
6. Locker specs included, bid pricing in revised budget. �.-a:s`�,t--, ;,, �
��n V{ ' '
�! �
7. Funds to energize existing boiler system pending building ownership authorization. )�, ,
�
,
Based on ihe above, the revised price for the improvements is as foilows: .��
, '
'rt%�-a:s-..
� ('
General Conditions
Sitework and Demolition
Concrete and Masonry
Metals
Carpentry
Moisture Protecrion
Doors and Windows
Finishes
Specialties
Plumbing
I:iil�i7
Sprinklers
Electrical
��. ; ;w� ;= ; v �
Total Direct Construction
Contingency
Contractors Fee lo°(,
TOTAL COST
s��s,�s
Proposal B
&udeet
$ 46,067
$ 71,380
$ 71,541
$ 8,500
$ 31,440
$ 154,791
$ 116,560
$ 157,625
$ 32,405
$ 52,345
$ 106,576
$ 1Q,�0�
$ 110,650
$ 969,880
$ 16,000
96 988
$ 1,082,868*
* Note corrected bottom line total from 5/25/95 letter.
�� P i � V I
f�s
Proposal B
Revised
$ 45,045
$ 71,380
$ 71,541
$ 8,500
$ 30,565
$ 154,791
$ 104,789
$ 157,625
$ 25,134 ���� �
$ 52,345�^ � " I
$ 106,576'`� =�'�-�
' ��-;z�
$ 10,000 � ,� .
$ 108.650
� z S� o't
$ 945,441 ''
�4ss,i5t
$ 16,000
94.594 '�S,s�9
$. �56;535
� l,c�,�10
Alternates
1. Install a 4-ply roof in lieu of an EPDM membrane roof, please add $ 4,800.00. !,s „�
t'-£V I 5 �� �'f �ca •-�
2. Relating to the Environmentai Evaluation prepared by Peer Environmental and �,�`
Engineering Resources dated 6!2/94, the following items are addressed in our proposal: ��
��'����
Included:
- Abandon fuel oil UST ^
- Manage/Remove ACBM
- Dispose of PCB lighting ballasts � pk,
- Remove hazardous materials
- Ciean oil from drains and sewers j
Excluded:
- Investigate and clean-up UST release, if any 1.�„
- Petrofund reimbursement �
- Former gas station
- Abandon hydraulic lifts
� 3. Re-energize boiler system. An allowance of $ 6,500.00 is included. I have received
numbers ranging from $ 5,400 to $ 27,000 for this work. tie.-� G 4�,{-�, �,n'�1
y t
4. No winter conditions are included.
5
rn�l�w �� � 6.
No performance bond is included.
No additional SACIWAC charges are included,
� w1��- 7. Tm furnish and install a recessed, ceiling-mounted projection screen, add $ 1,608.00.
�� \v�3F G'eJ` ``�' �
.1 w I�� 8. To supply and 'anstall optional upper cabinets in Room #112 and #109 per detaii sheets,
t� . please add $ 2,200.00.
✓�(3 � 9., To install a movable partition in the Community Room, add $ 4,QOO.QO.
'�,,� .� P--ti, c�� 'd.,. &n� G:� C'a,� l�.-. g�.-s -�-�
-�a 10. An allowance of $`9,250.00 has been included for communications/computer/camera
wiring.
I appreciate the opportunity to present this information, and look forward to progressing with
this project.
If you have any questions regarding anything contained herein, please contact me at your
convenience.
Since
��/ � "'/' G��'v `�
David H Spillman
Sr Project Manager
Welsh Consuuction Corp.
DHSIjIf
„6 -J: _9��5 i5: ga � AR PFtIPPay, UF-5�F1 K�M:«
ia��s�s; P_�3z
fNGLE TIE�! LOCKEt;S ����
9�-10�3
� {,, ��. i� � � LpOKGR 4RRANnlMHNTS
�I � Whon v�doring, speGly lha �Ctai number oi locker oDen�.^.g5 roqoired.
�:
�
The most oraN.�cai andwfdely used ot aii iockers. Prov�des a con-
, nn�enl sbeil es r�eii ss IWI �ength ciothina atorage.
Ttiohnical Deta
• She�� �5 9” �'cm ;oU lor itOfagO 0� haL, IunchBS, etC.
• lockers 12" wide ha�e 8 dovD�e-prong (CeiYng) hook — as well
as t^ree sn8'a-orong hooks in fockers under 15" wide, antl!our
m loCkors 1G" anC witler.
• Coa1 �ods are standard eauloment m c�aca of the ceihnq do�blo•
prong hook on �ockers I B" and 2I"dflep.
• PaClor.k attactmnnl is an In:egral paR otth9 hantlia. Patllock is
no[inc!uded
• MaY be equlnPad w�tfi buifl �nfocksor pacl0cks.
• N�mOS� o�acoc a�_ availab�a as accessor'ies. aee pagc 131
Cotor Intormotlea
Uniass olborw7se indleatetl,lM atock ffninh tor a0 Lyon praducis
la Dove Orey. H�ty (a IigN ryB�ga1, Wedgewoad 9W6 and ��sh
evadnbloatnocztracharge+rommanutecturingser+etlules £^ccyour
I(lCtl� LyC'� �JCOrvK'p2'Sd�if9t'�'E01dP8lerlOtde
fhese na*stoce rn�ors To Ind�catx coia� prelerence wh�n orCOring,
cxe Ih� pr?`,Y coCcs U;ted below vrA� :ataio9 �umb°!5
D— Dove Gray 6— Wedaew�ou 31�e
P .— ?u:iv A — Asn
NOTE: hi tl�e �ntaest of sa(ery, lYon ahongly recommenda that
iockero :;e ��oor nnti/or wal� anChored. See pega 130 for important
lOCke� a�cbonng �nformBtion.
� �
�
�
� .
�j
ORDER ONE No.50f72
AND RECEIVE
This one section, ona trame
wltle (ono iaker oDenlnp).
12"wz12"JxBD"A•
l2"wx16"Ez60"A'
t2"wi18"dx80"h• -
72'wa12'CZ72"n`
12"wx55"dx72"fi'
l2'+r.iB'dz72"h'
i5"wa t8"CS72`h•
78"wz58"O�T2"D•
1 f � �, �
�
�
�� i �
{
1�����
ORDEfi THftEE No. b002-3
AND RECSIVE
7his one beclion, thro9 frames
wida Qhree focker oGaninge).
t6"wx27"Ox72"�' � 3 3 5102•3
'Hsiphti atawn do not IncNCe lege - edtl 8'to hei0ht for leps.
"�0.t4 numOen Iinted e6ava ero shipDad knccked do.m. For lockers
peckeqed tMe9lramet wlds, order ae shown.
Note: For adtlitionel aBea,
refer t0 iM1e Lyon Loekef Oukle,
Catalog No. 807, hdow.
Fn¢E �ron
LOCKiR GN1AE
rw0�tbnal 3�zes ar+d Styles
AvgilOWo
The LfDN lDCKER GUIOE. GO7
prov,des crompiete Infar.+ation
ac+d sQecilicatiarts fo� many siZee
and styles af locke+s inclutlina:
Exi�anded Matel, EzchengeMas�
ter', SuPP�YMastet' It. �ulet lACk-
ors arrS Basket Racks. CoN,ab
ypur nearnY Lyvn Dlstrict MaTM
e0ot ywr LY�+' D18IACUbr ar cell
Y800323�OD96 tor yair irea copy.
�w�s�
._"`++.�. �
.� !
�
125
G36 �Jl; i995 ':5: _5 S�RP. PR'1qFh:; IJF-o99 'k:k�«�
NAT SMELVES-Singlo tler iockers shaii heva one het snofl approxi•
matety 9" betow too. Fla�qed on alf (our sides �or sirength wRh Me
Iront flange iurnud a5° for safetY and afteched at na less 1hfl� two
polnis IhfOUph BBCh Atl0 f18ngB. MUIbO�B tiei �OCkerS do �Oi h9V@
shenres.
AT NOOKS S+nqle tfer, dou5le tier arni Irip�e uer bckers sheN
have on ou e-oro++g (ce�iingJ hook anb three s�ngle-OrOng hopke
in IoCke�s �96s i�an IS" wrc7e and �aur single•prong hoohs m bCk9TS
�5' witle and ow� (�" dlameier coat rods are stantlartl in t8" an0
21"'-deep 9�9�8 ��e( IOCke�s. rnO�acir.g cei��ng �ook.) AO hooks to �9
7�nopfsietl or suDlec!ed lo a comparable NsPretardaN t(ealmenl
an0 allachetl wnn i»o boils,
IACKER SPBCIF�CATIONS '� `'�
sreeL wcKEas
MATEAIAL-Prime, hph•g�ade C1ase i mild anneebd. coltl-
ro1190 steel frva trom sVdeca �mpe�loctions. Bo%s to �e <ino-ptated or
subjeGted to Othor n:sFret9rt74n1 tlaatmeN.
BODY- 2<-gau;,o stee{. ltaogeC to g;ve double thiCkness ot motal at
p9cKVeftiCelCOfnBfS.
DOOR FRAME-18-qauCe �ormed st¢ai chgnne�s veriicaf inem-
bs(s sha11 have an adtlihanal Nanga to form contlnuvus tloc� stnke.
Comers shall bA lap9� anC webed into a ri9itl a5aembly in
addiqort, bottom eroas membxs ahatl have ter+9 et eaah enC thal
!He ihrouph alot ln resr Henps of uprfoht ireme membe* to
prerent twistln0 � of allpmment. Top and botlom cross mombors
sha�i provide suRDOrt ior troat edge o� �OCkar roF and lock9r boHOm.
DOOfl- One-D�ece, t6-gauqe stee� on s�agie and dou6�e ear :ockers
wdh bolh venc�a� edgas formetl imo channsl-shansd to*mation� 1oD
and botlom sha�l bv Oanged a� 9D angle. On mulripl> Uer fockars.
tlingo side she71 ba (ormad inio channel-shapod (o�meti0n with otho�
threa sides flanged at 90 ang�e. NOTE: Cont aomPertment doors
p� two-peraon and box 1DOkm doon up to e�d Mcludlnq 15" wlde
by 16" hip0 shall 6e 18•ysu0e un)eat otharwbe epee0fed.
VENTIUITION-Lvuvera shatl De provldec as �allows:
Loeker Styles Louvers
Sing�e/Drwbic her iock9re-9' w S�x 9?4' fouvels tOA d�4 bottom.
rr Singie liar lockere-0ver 9' w� Su 6' �ouveB toD end bonom. �
Doubfe l+nr bcke[s Six 6" �ouvers top entl botlom
Trlpt¢llc'foche�N ThreB3!4"�ouVerstoDapCboliom
Mulliply lia� locker5 Three 3y�" louvers per tloo� tor
72" 8n0 15 "-w�dm lockere. Four 6"
louvers �e; door far lockere 18"
wide ar.d over.
�. OOOR JAM83 -Sinele Ger'xkers shan have ihree door;am�s:
tlouDta trer and lripte uet Iockers shall heve two we+dod io siCe o! door
iramas to onB�9e fockinp dev+co. Desiqn antl gaupo ol jamb shall
prevenr �rooing ol tocklnp do�ce by ory�ng. Each jamb sha�l fiave
safefy feverse noso lo el�m�nata �azard ol sharp-GOinted edges pro-
tmdingiMOtfie�ocker E6ch{ambshauhaveasatFrubbersnaacer
secured througM hoie m jamb and uDn9M membar.
HINGES-Shall be not less Nen 2" hidh.7hey leaWre O50" s1ae1,
5-k�uckle, �oA-IOOO �armiag doubla thicKness on each IeaL Hinges ro
be se� lo slo� m d4o* andirame and pcojecnon-weldetl to trame-
sttsch=d to door, hinga pm!o Da saun over et xnas io rssist
remo Sin4�e tier lakers 72" and 60"'�igh to hava Ihree Nnges.
antl lockers 48" hiBh to heve lvro hingas. Mullipls Uer to have Iv+o
hm6os-eli on nqM•harxi s�de ol door.
.�
r
IQCKWG DEY�CE-Single Uer lockmg Gevice 5ha�1 onga6e itama at
iMee pO+nts: dOUWe t4er and UNIa der at Iwo ooints. Channal-s�aped
�ocking device shall be enclos�sd on �hree s+Ces by, and operata
wdhin, Chennel tormalion oi door Locking dev�Ca shati be Dfs�oCkmg
so mochaaism can b� locked in ocen aos+tion-tloor locking auto-
matica��v When dosed. Oox lockers shail oNy nave one-po�N locklnq
Oevroe with a�a-gauge'wek cHp lor ariacMng �adiock Ooors elso to
tre QrawCVd vnih lock hde tiller ro Vv�md use ot buiit•in key or tcmb�-
natton ivck.
MANDLES- On sin9�e, douh4e encl ir+A�e uer iock<_rs. ali oar's snall
be chrom0-��afed, dle�casi z�nc atloy wnh a tensde strengtb of not fess
tnan a�.O�Q os� No mwing Darts are to op=raie agamst outs�tle su�•
facs ot Iocke�. PetlloGk attachment to be �ntegrfll pari Of litt which shali
t� aitached cireclry ta tocklr.g bat BnC profected Sy fiXed hande
h0U5�++g Hantl�e �0 PrpvitlB OUdbin petl�oCk sir.kE. MU�1iP1e ner
lockers sna�i be 94ui0Ped wi�n a 16-pa��ga door Cull wilh patlloCk
aflat4ment whe0 nol used with buiil-in iocks An Dp�ional rece55etl
hantlte shell be eva�able at no eziracharge an sir ;le Oer, double tier,
Ir�ple tier and Iwo-UersOn bcke�s. Tha+ecegsed bflnCia sha�� 7e
4 V{( w s 6Re" � x�'b� d 2nd eonsirueted oi dre-eatt Pnc a�ioy with 8
m�n,�iwm ;ensiie atrenpth af <0.000 psi.
near toC ot tloor
±a��5;s P.�3
rn numbe� p�8teb with tigores at ipas7
AII Iocker5 6h6tl heve numbef Watet
FlHISN -)Exposetl slaei paiis shstl bs Ihoroughly c'saned. �iven a
.�. ..
DOnO`ilfg an0 rust-inNDlUVe phvsphate VeatmaN. and ihan e ectrrn
stat+cally sorayed wrth a heary cva� o� higb-CUabtr enamal. Enemal
ahail be Caked a� 300 and must w�thsland a rigid bammer tnsl wlth-
out chl0��np or'leking.
NQTE: LYOn reeommenda apPlieailon of a oorrodon-roElaUnl
tlnlsfi on loakers uted ta ni9h fiumlaity or rnrroaire atrmaDhsroa.
ANCHORING-In ihe imerest of saiety, lvon strongty recommsnds
that lockers be tiaor and/or wall anchored.
FRE687ANDING I.00KEA&- l.oCkers shall be (umi5hetl wi;h 6"
legs. Fiant and enC cfossd bases availabie.
R ECESSINO AND Fl NISMINO STA1P5- End antl ion 4mshlnq
stnps for bakers to he a�aced irf wali recesses shall be t8-gauge
foimsd stsel wrlh a 2�"-witle face a�d shail be Colted to tockef
irames
ToA rnishlnp sinps ta ba in aDProximalely 5'0" lengths wiih a
Ipfined spliCe Cdp �0 COVdf jQifltB flnd to h01C� lOD �Ifii$hing S�dpB in
aliqnmenl. Entl ilrnshY� stnps fo De 27P' higher tRa� ixkers and will
lap over ends ot top flnishmg strips for a neatjomt at ton ot comsrs.
LQCKER BENCHES-Hardwood b°nch shan have clear hardwootl
�ocs 9'h" w'w'e by tiY+'thickfinished •Mth nvo coate otACrylic Finish.
?Insite Leminais: Shan be co�or-matened or sDec:a�ry•wood
Iamma�od ccnswcied ol a5-Ib. Uensitv panicleboard cme glued and
tayered to a thwknessvf Nb" with !wo 1"-sqoare. 1-pieCe,14-gaugo
,teel lubes bunod in boa�d core �unnug tho fuU langth of tne laker
benc'+. posn'�oned roror.oive aitachmeM screws trom pedestals.lon9
s�dss shait have �ull 1B0 soH edoe. ToPS s�ali »e i2' w. t�." h antl
ave�l6ble �rt io��ths �rom 3' �o t2' Pedeete�8: All IoGNe! benCne9 sh31i
bo �ucnoned L^y ste?I pedeFiais. soec=d on ool more than 6'0'
cr,nters Ovefatl ho�ghl shail bo 17�:". Rrrsfi ot pedestets shs11 bg
sama ccior as �ockors. �ach pednstal s�all Ue attached 70 1op by
scsews and s^�uU be auchored to Ilca by lwo sudpblo anchore.
QUIET LOCK£RS t AND ��
See lyon Lvcky� GuiUe (Cafalog ���1
!or �W9t Locket 5p�cifiC3tiCn5
Color lnformetlon
Unleas otherwtae Indleated, fhe atoek flatahfor nfl Lyon produeU
{g Oove Gray. °++lty (a lighi beiqel. Wadgewooa Bh.�e arxi Ash
a�ada6lo at no sxlra charge frem mnnutactonng sChedules. See}vur
foca7 L yOn tac7orv �eproseM aLvtr or tles�et �or de((�ery �nfam:ahon on
lhese nOn.slotk :010�5. �a inaiCale co�o! preferenCe when ortle�mg,
use th.e p�afi.< coCes hsled be�ow wil 3cata�eag me�i�9�ue
p— Dove Gray A_ A �
p. cunv
t29
cJb%c�1�?995 15�:6 5'RP_ PANRFRX iJF-53c� ���«*
LOCKER AG�ESSORIES
LOCKBR BSNCHSs
ftiyid. 6urab�a and acttactive.
SelacleC hardwooC seats w�Ih r�
clear s9eler or Dlastic 1aTinatB.
Att benches 1D8" iong or tonper
rava throo PerJestais. Plartie lsm• „? ;q �y.' ::•�°, x }, `
fnatelookerWnoheatto¢ked .. , . ; erirs,
(n Dave Gay and PuttY ony. '
✓NU6870 8YY'vtz7Ylx'8'A h��d
✓ No 5811 9'N w x 96' i x' 8� h N'arc++ooa
✓ no.58t 2 9'h' w x 108• I x 18' h Hadwoad
✓ No. SB13 BV1' w x 120' I x 18' h HarE+ooa
✓ tio.5875 /2'w PfaSOCleminale
✓rio.681P t2`ra120'IctBK"h flaetlo
✓ No.GBl9-2 PoEBb
✓ No.581H•3 Pedesroisonll(5f
gu►r.Ker wcxs
5ama iock tita all LYon bekers
ezcept �xcha�qeMesler and
SuVOlyMesler. Esay to insta�l
and turnisfied with Iwo keys.
✓ Na 701A — Flel key 1�k
WCKS,
Ctfier focks availaae Mlushatetl
hore. For fufl orda0ng rpforme-
fion, con�act Your local Lyon
daaler or factOry repre9entatnre.
cwsQO sasea
Locker rooms take on a neater
8DP80ranco e0d b9COT0 eas�ef
Io kepp cloan wilh lyon Closed
b0Se5. QUiCkly attach wilhaut
loofs. Only two ond bages are
nootled lo tlnish a row of lockor5.
,
♦ �
�, � •�
c y
u t w•-
�^
a
J.�
y:
�
Buiil-In
laster-Keyed CombineUOn
:ombination Padloek
� Matter•Keye�
/ Combinet(en
`` Pstllock
✓ Nu 5800 iZRib'h
i/ Na5801 19".:fi"n
✓ N 0.5802 7 8'w x 8'h
e�o
✓ No.6803 12'GZ8'�
✓ No.5904 1 S" 0: 6' A
✓ Ha5805 7B'a:B'A
✓ No,b609 Z1'Oi6'A
IMPORTaNT: In ffia fqterest of seiaty, lyan strongiy �ocommends
that i0okers be floor andlor wall am�orotl. See Aege 730 for
4mpoRanl locke� anchoYing Infortnfl�lon.
�a�s3s;s P.�a
HUMBBR PLATaB
EtChed251aCk iguf880n
q7uminum P�64n- 2�1�' w z 1' h.
Same p4eles are csoU cn single.
doub�o and mufl�pfe t�er IocM1�ors
anC on b3sKets in Caskel /aCN6.
Numbers frpm 1 '0 70D0.
�/ No. 5B2A 2�"r t' Oor ail ioc%me a'M baaketel
No.593B 2vi z7"tlprbac�tmctmNwEOnM
HOOKSAAD
COAT RODS
Hooks are zmo-pWted stoo!
witb bel{-IYPe Points. !§' diemeter
rods are avarieble m pface oi
tlouble-prona ceiiing hooks el
slight 9oq�tlonal cosl. (Standerd
on iockers es noted.7
� �
Hook
SPRAY AAINT CANB
.
�
i
Stde Hook
�
Coet Rod
Prassunzetl spray palnt tortest oasY toucfi�ups.
No. OD 7003 OweCrry,B�oi.
Ne. PP iW3 ��Y
No. OR 7p03 WcOparaA 84e. 8Yi oE,
No. MM 7003 1.1a�darin Oqnqn, 9Y ot
se��-o-MaT
wcxiNO arareM
Lyon'� Sa4e-6•Mal lockinq
syslem ie a co:n-0aposif {ocking
sysiem lor fBahhes tnatd9slre
selb3Brvica lafnpofery IpCkBf
starage, using cornentional•
stNebcke�s Lockereteatunnp
Sa��-6-Mat are+deal tot atudent
unlons, emo�ovee faungas.
health clubs, shoppinp maila. OutalOa View inafd�Yfew
etc, The lock is desi9ned W be
inscaAetl In Ihe same manner as a buill-In combinafivn iocN, and can
be retroSltted ro most axisting lockers. See your bcel Lyon �aotory
reprasen180veorlppaltyon6eatertorordaringm}ormation. �
Colot information
Unfesa atherwtae indieated. Me atock ftMSh tvr all Lyon producb
is Dme Grey. Pufty (a fi9fit ba�Dn}. Wedgevrood 8luc and Ash
avalnUle at no oMlrn charge hcxn r+snolsannng schedu�es. See yaur
�oce�Lya� laaory�ep�eeenrepve o�0ee�erlw detivery �nkrma�ion m
Nese non-slocA cob�5. ;o intlKate colw fxeis�o�o vinen ortlsring.
use �h3 prefix code5 Ii6leci be�rnv w0h tatalog� um�r
p— Oovn Gtay e— 9°
P -- Pu1N A — Ash
t31
96�91.?295 15�17 S-AP PANAFA;: UF-5��J �«=«:«:K
LOG�CER
iJ7�6i�� P.95
✓boe�q^eree "CUebmur prviarrad"
rtde�9ona abekad ei alt
LWn Distribuhon GeNere.
3TAHDAHDfACK6R
1NDLE
Fmgynip•o , � � us
chromo ha�dis has bulfl-in
pnd�oCk aNeChTeot (0ldioLk
notlurnishOC7 BuilPinkey
la:ks ere also avada6le.
ANCNORINO AiiQIE
For Loeken Without Leps
��
�� '�
A locicor �nchoring angle
(tunnmq irom troM ro roar on
ihe insde boflom oi th9locxer)
p�owdes a beari�g surfacs lor
Ihe f96tener5, which ar8 Corn
nected to �he tloer or bCker base.
For ,yp�ca� continuous-row locker
fnstar�euon. order one Iocker
anchor�nq angle for aa�h aod cf
a row, alvs svtfident quanfities
io orovitle anpies on 39" cornere.
On single-row installaUOns. w�oro
Cecks are ageiost e wall. Iockers
shouttl hn surtably wnll enCl �ored
a, detalled in assembry mstrvc•
tiOnS Oackvd with aIi loCker6.
__�tG%.A69xrt aR �M�nws
�Na.5672 Fct12'akcke�a
✓No. 6873 Por 75' a loCkere
�No.5874 For
_✓.JVab8 �ur2�^atotli
LYQN RECH88ED
riANALL
The lyon recessed har.tlie Is
designetl tor ele»n anDeerence,
grearer seleiy and sacunly. 11
198tU1B68 DOCkBt mddB O�CZSI
zinc aAOY C^o, asi] SAE 903
wnh a Nghtly 9reinetl. nicKel-
;�faiad fimah and uses a 1inger
Alt Ior actuanng !he tock bar
whon aDenirg Ine door. The
�assod Docket wlll accOm-
modais eli lock opt+ons except
the SafeA-Mat coin deposit
locks, Dlmensions: a%" w�do
x 6R." h z 1 b" d000.
tACKiAF00T
i � �\
\
��, ,
✓No.5870 — Lockertoot
For Lockers with LeQa
Locker!oot No. 5070 shoNd
bo usad br ancnonng locke�s
with legs. W�an bac!c:are cx-
poxad (heestanding} a locker!oot
16 �eCommended for ail locker
logs. When backs are against
a wail anC suitanM waU anchcred,
Voeker test are �cemmonded
on the iront legs Oniy, for more
detads, see assemUly inslrucnans
packed w�th lhe 10Cker5.
R�cESSeo wc�as
Comolete delads on the
methods oi recassinq lockers,
including rqc»xs tm�shing 5{rtDS.
are avedable �+om ycur tyon
dealeUdistdCU�or nr your Lyon
facrory �eoresentau�e.
HO L�fl �.ocKER8
Piov�Cee a snou!h, unbrcks�i
apoearance in �ecessed and
ha0ldevB� frt51fl�13ll0�16.
NOTE: Foreondlrtonsotharihanabove,contectYOUrtyandesier.
i6C10*Y roC+esnnhtive, w lYO++ Mefel ProduaB, Ine., Aurme, flt1n01s
t30
1 J ��.�7�
SLOPINa•TOP lOCKBRb
nva�aoie rommanuac schadulesatsf�8ntadtlnionatcost.
gLOPi-TOP KITS
Slooe-�oo klls convert stantlard SOOC 5onos Lyon lockers inio
sfop,ng-!o41ook0�s au�ckry ar�d eas��y Kits aro Oacked a�ther three
wrde or bvik quanLry o140. A
packaqe ol three cons�sts oi:
thrae slece �ops two enqs
{L 8 R3. cwo �rtor�m suoaorts,
hertlwere and essembry mstruc-
hons. BWk DeCkage6 Consist Oi
•t I a0 slooe toos, a0 mrenm
Sup4nrtx, "Z) 20 uairS ol Bntls
(R Ps 1.;; an6 herCwere and �
assem oN �nstrucfions,
SLOPC-TOP KfS PARTS
INCLUDEB: �
5�090�Ops.�nterim<upport:and '�'l`�
Ueir of anCS (R & L}
BIkK PnCN Lap(ER
PRCSf� BULKPhCK Of 20
:iWIOF 4{1• PAIBOFENOS" WIOTN OEPiN
✓FB3D ✓5841 ✓5842 12" 12"
✓5B3f ✓5646 ✓5847 iT' iS
✓5B�2 ✓5851 ✓5852 12' 7H"
✓9833 ✓595B ✓68d7 1s' 15'
✓5834 ✓SBGt ✓bfl62 15' 1B"
�S�jS, ✓5889 ✓8HCi2 1H" 18"
EXPANDABl6 FRONT FILL6RS
Usod lo iill s0ace belween two locknr fronls.
Two-o�ece construction permlls adlustment to
1�i SpaCa.
E:�andabfa FroM Rtflorsfor Look.rs
WlmH"196t � WIICOU(IB78
Cacaio Nv. Por SOaca Un To Caieto No. Fm Svace Un To
t540B Ph"Mxd6"A t59t2 Ph'wz80'�
`5907 7�h"+Kle�n t5A13 7 'w172"11
1°A16 13 "wFEB"R t6814 1J'h'w[fi0'h
^ p7 t t7'wx12'4
" ; � - � ��� � j ,, JJ � , G
� G ` �'� l
�., ,� ,�:� .
;;,���'
CORNER TOP FILLBRS TOP CLOSURE8
Usetlto7ntasnar.awnentwu UsOdtocipses9flc9betwean
lockorscomelogetherlotoima lwolouSwhsnObslNtNonprB-
�p�M,� wnlB mSt0118ti0n Of 8locker.
Cornar To4 Filtora for Lockers .y��
ci�t oo J s+oastoo = ''� '�
CatamqNO. Ske Cetelo Na. Slro � �= I
i'6900 12"�s1T7 t59(13 72"wx12'0 � � i
59
t5401 i6'wrf6`G t580 �B"wsiS'd ' 1 3
r �' t 6 t8"w:t9'C d
, _ �: :�;:.. •�._
T��CfosuresforLockors _ -;,�;,;;;",.�;z:->
Fl�mn Slouetoo ppttopixketb
CafalapAb. S�iC CatalopNG. SfZo
ts922 9�h'w[72'd 1591H B!�'ws12 .'.'
'b92J 9y!'wct;i O `581T 9 'wxi6`C _:-' � '��..
i5924 4l'�xiB"d t�918 B!5'wii6"d :� .
}6925 15�h'witt'A 15959 15yZ"xs�2'E �.,
t5328 lb '�vxt5a t5B20 75 "ex75'C
- i - t } t �'wx!8"U
. `�`�-``
t$tocklinlahiaPutry(alIOMCeIpe).FOralzeaf -
Sypeanotsf+vwn,wntedre�n�xe��Wnde9lar � , �•
orleUOryrep*eaanfatWa. S1op�l�fockMs
�6 15:18 S'+AP °RNAFRX UF-5�� k*�� 14?�5'_=� P.�6
COLOR 1�IFORMATiON ��
�
Mos; ot Lyon'; sipra9e products are available in your chcico o(
fpur standard colors. The ssock f�nisP, is Dove Gray or Puity (a lir�ht
Beige) as a stock fini;h on seiected producis.
Wetlgewood f31ue and Ash are avaifabie at no addi;ional charge
frcm manufac:uring schedufes. Cofor not2s, cfarifying cofor avatla-
bi)i;y ior each product, can be (ound on pagos .hrougnout :his cata-
log. See tabie below and repres2ntations ot colors on page 3.
95
STaRAGH PfRODUCTS COLORS
Dove Wedgewood
Gray Pulty Biue Afi
Shelvinq . * ir O t�
Hacks J * O O O
SIWpEUUipmnnt 'k *
CabineSS 3 Bookcases * �
Lnckers * * *
Cfothing Exchange :k O
YoolSiorage �
Q `'�'
u c�
❑ o
0 4
Black
?
O
a
�
a
a
*-No extra rnarge pn stock for �mmediate sh�pment)
Q•- No extra charpe �aveilaDlo trom Groducaon schedules!
O - Not avadeble
'�' - Consolt Lyon representauve for Celneri antl pnC�ng inicrt"�atian
♦- Patlel Rsck-Orange beems / Cantllever fleck -Orange erma
*- Dow G�uy and PultY are �tfered aa aiw�dxrd wilh u(1 twUy
perts'inishad in tfia same c�foc Wedgewood 81ve snd Ash ere
ofieletl as sfantlertl wiih unoxposetl bo%parts finishad
I� Owe Grey ar Putty.
r-^ Mgh G}oss fletl, Black a Wrinkls 3rown on c3Ra�n 0ems.
FOUATEENiSTANRARa LOCKER COLORS
Lyon offers 14 standard c�lors for lockers, pius spa-
c:iai high gioss flni9hes. The special hfgh�ioss iinish is
compnsod of the aotor coat plus ono coai of dear acrytic
for extra durabi�ityand protec0on. Htghyloss itnlshes are
ava+labfe in any of tho 14 standard caiors.
�or additional ordeting or pricing intormation, con-
tact ycur Lyon deaier or'ac7ory representative.
'fl'—DoveGray 'a—TeaY 'Q—ForeslGreen
�—Puiry 'a'—C12ret �'—MidrngM0lue
'�—Wedgewood0lus �-3urgundy �—Ga�tllnalRed
'a-Ash 'a'-Sunburs� 'a'-WirnerWhRe
'n'-�Aandari�Orange Yeffow g_SjlverFem
� LIFETIM� PRODUCT WARRANTY
Uniess otherwise indicated, Lyon produUs are warranted aga�nst
d k h' t h I'f f�fie roduc' when
.,
defects in ma�erisi an wor mans �p or t e � e o� p �
used in accordance wilh manufacturer's specifications andJor oporUt•
ing instructions. im�s warranfy applies to lhe original purcha&er enry,
a�d purchaser's solo romotly under Ous warranty is limiied to repiace-
ment or repair of the praduct and specilically exc'uaes conszquentiat.
inc;clen:al or any other damages direUly or indirecUy resufling from
Eaiture oc loss ot use a£ or by �yon products).
ta5
70TRL P.06
Part III
w. � +
A,g��eed npon modifieations as a resalt of the Seller-Buper negotiations
between Apri126 and Angast 21, 1995
1. Data and phone shall lines and equipmettt shall be installed, at an allowance o£
$4,2AQ according to specifications and to the June 8 letter to Dave Spillman from
General Telephone Services.
2. As shown in the Welsh Construction memo dated June 22, 1995:
a. window blinds sha11 be included in the price.
b. cabinet and other millwork detail shall be included in the contract price,
c. item 8. of the memo is rejected.
3. As established by Dave Spillman in the June 22, 1995 meeting, the following shail
be included at no charge:
a. the moveable partition in the community room, boxed in but not installed;
b. soffits and acoustic ceiling over the windows;
c. lockers as specified in the memo;
d. 4-ply roof to specificarions in lieu of the EPDM roof as bid;
e. projection screen in the community room (to be paid for by Welsh
Construction).
4. In accordance with the June 23, 1995 memo from Welsh, as well as the verbal
agreement of August 21, 1495 between John Blomquist and Chief Finney to replace
the boiler system with roof top units to handle both heating and cooling, the boiler
heating system along with all piping connected witb that boiler shall be removed.
5. 5eller shall provide at no charge:
a. the surcharge, if any, for winter construction;
b, a 6' high chain-link fence, with a gate, along the west and north sides of the
parldng lot;
c. parking lot lighting.
Part IV
��-�o��
Build out Speci�ications as contained in the Buyer's Originai Request for Proposal
EXHIBIT "E-2"
- SPECiFIC BUILDOUT REQUIREMEhfTS � � � � Q � �
Page 1 of 12 �
'£he LESSOR, at its own cost and eapense, shall build ovt teased premises according to the
concerns expressed herein, and to the space ptans which shail be prepared by
" . Construction shall begin �i�ithin 30 days of the time LESSOR receives signed
and approved documents (speci}ications and plans.)
CO�'[140N AREA B[I[LDII�TG Ih4PROVEh1E'vTS
v Prior to commencement of the lease, LESSOR shall provide, at its own cost and expense, the
following bui3ding improvements:
1. Access to the leased premises (corridors, foyers, etc.) shall be clean, as direct as possib]e for
safe simple traffic flow and fully handicap accessible.
Z. Common Area rest rooms shall be updated to present a clean attractive and fuily accessible
image.
3. Srgnage to the leased premises shall be dispiayed in such manner as to clearly indicate the
�� location of the LESSEE'S offices.
4. Access to the leased area must be controlled for security reasons. Access to stainvells and
elevators must be limited after business hours. However, the building must also be accessible to
selected staff 24 hours a day, 7 days a week.
5. There must be adequate provisions to park vehicles while transporting materials and
equipment to or from the ]eased premises. Vendors must be able to deliver large items easily.
LEASED PftE'�1ISES BCJ{LDOUT 1�4PROVEI�IHNTS
PRELI'�tIN.ARY SCOP'� OFt�'ORK
In addition to the schematic design, the following buildout requirements shall be reflected in the
plans and specifications of the contract documents. The specified seciions may include sections or
work that is not applicable to the building or site being proposed. Use the appiicable sections.
LEASED PREMISES Leased premises shail have some private offices and some open workstation
areas. The LESSEE may have Herman-Miller electrified work stations.
DIVISIOIV 1 - GEh�RAL REOUIRE?�1EV''I`S
Section 010o0 - General
` A]1 work will be done in accordance with Industry standards and will be in accordance with all
state and local codes.
' The Contractor must schedule his work to allow for the security of the building and occupied
spaces (if any} throughout the period of construction.
` The Contractor will be responsible for cleanup and disposal of all refuse resulting from
demolition, constructio3�, etc.
EXNIBfT "E-2"
SPECIFiC BllILDOUT REQUiREMEN
Page 2 of 12
DIVISION 2 - SITE WOKK
Section 02050 Demolition -if aoplicable
' Remove a11 masonry, walls, floors, ceilings, finishes etc
work show�n on the drawings.
- ' :•;
►
as indicated or required by the new
ca�r;�n 02I00 - Site Preoaration
t Remove and relocate any structures, remove above grade and below grade improvements, and
remove growth and vegetation at site.
Section 42200 - Earth«ork
' Excavating, placing, stabilizing, and compacting earth at the site; including the addition of
borrow and disposal of excavated material.
Section 02513 - As haltic Concrete Pavina
* Walk and Parking Paving, as shown.
' Base course, Mn DOT 22l i, Class 5 aggregate Bituminous binder cowse, Mn Dot 2331, BA-2
aggregate wearing course, Mn Dot 2341.
x Stripping.
Section 02800 - Site Imoro�'ements
• Pences, traffic and parking contro] barriers, and signs. Instal] all improvements as required by
Site Plan Iteview.
Section 02900 - Landscaain
• I.awns, trees, shrubs, ground cover; including soil preparation and finish grading involving
topsoii.
niVISIO'�I 3 - CON�RETE
Section 033d0 - Cast-in-nlace Concrete
• Bars, ASTIJf A615, Grade 50.
' Mesh, ASTM A185
` Concrete, ASTM C94, 40Q0 psi, 3/4" maximum size aggregate, exterior exposure air entrained.
Interior slabs troweled. Exterior broom finish.
EXNIBtT "E-2"
SPEC{F{C BUILDOUT REQU{REMENTS r� ��. 1 Q��
Page 3 of 12
DIVISION 4 - 141ASONRY
Section 04200 - Unit Masonrv
• Mortar, ASTM C270, Type S, no color.
' Concrete block, ASTM C90, Grade N, T��pe 1.
r Wail reinforcing, Truss Type, wire conforms to ASTM A80.
: ' Brick, S�V of a type determined by Architect and approved by Owner. A11 masonry laid running
' bond.
DIVISION 6 - �'�'OOA AnD PLASTICS
Section 06100 - Rough Carpentry
` Structural grade lumber at staini�ays or steel and concrete.
s Blocking and curbs on roof, Pressure Treated, water-borne preservative.
` Wood closures, CDX grade.
Section 06200 - Finish Carpentrv
' Casework: AWI "Q�stom" grade, plain sliced red oak exposed parts; counter tops for casework,
laminated plastic.
' Benches for locker rooms, clear maple.
AIVI4ION 7- THER?�4AL A,ti�D �ZOISTURE PR07'ECTION
Section 07210 - Building Insulation
' Perimeter insulation, Fed. Spec. HH-i-524C Type II, 1.5 pounds per cubic faot, R=6.5.
` Thermal insulatipn in wa]]s, R=23.4; roof R=16.67. Vapor barrier, 6 mil polyethylene.
Section 07510 - Bituminous Roofn�
' 4 ply Owens/Corning built-up roof, o��er 2" polyisocyanurate and fiberglass insulation.
Aluminized, non-fiber surface or gravel.
Section 07500 - Flashi� and Sheet i�letal
` Metal roof edges, counterflashing, etc., 24 gauge, galvanized steel, fluoro-polymer type factory
applied finish.
Section 07900 - Sicvliphts
' Preformed metal-framed skylight assemblies �+�ith glass glazing.
ExHiefY °E-z��
SPECIFIC BUILDOIlT REQUIREMENTS � � v � � � �
Page 4 of 12
. ection 07900 • Sealants
� Sealant conforms to Fed. Spec. TT-S-002s06, Type II, Class A.
` Sonolastic NP1 or sikaflex la, or Pecora Dynatrol l.
` Sonofoam, ethafoam, or polycel backer rod.
' Sealant colors to match adjacent materials or as approved otherwise by Architect.
DIVTSION 8 - DOORS AND �i7ND0\VS
Section 08110 - Metal Door and Frames
' Doors with steel faces and steel vertical spacers welded to both faces. Doors filled with
insulation. Exterior doors �vith 16 gauge faces. Interior doors with 18 gauge faces.
' Frames unit type with v.�elded corners. Exterior frames 14 gauge. Tnterior frames 16 gauge.
` Doors and frames factory prime painted.
Section 08210 - Flush V4'ood Doors
' N.W.M.A. Industry Standard T.S. 1-78, Ty�pe I bond, Premium Grade, Red Oak Veneers, plain
sliced, book matched.
Section 08300 - Special Doors
' Sliding doset doors of N.W.'�1.A. I.S. 1-7&, T�pe I bond, Premium Grade, Red Oak Veneers,
plain sliced, book matched.
' Sectional Overhead doors, galvanized, corrosion-resistant embossed sheet steel, .016" thickness,
with continuous foamed-in-place polyurethane insulation.
Section 03650 - Snecial �i''sndoµs
' Thermal Break Aluminum Frames with insulated, security glass in windows or openings
designated by O�vner.
Section 08700 - Finish Hardware
` Painted steel, BB butt hinges for entrance doors; prime painted steel elsewhere. Mortise type
lever handled Iock sets �t�ith cylinders to match master keying. Dull chrome finish on locks and
miscelianeous.
Section OSS00 - GlazinQ �
,'
' Exterior windows, IJ2" insulating glass, bronze reflective, security glazing, with L.ow E coating.
Ciear glass at all interior applicat�ons.
:;
i
y
EXH{Bil" "E-2"
SPECfFfC SUILDOU7 REQUfREMEN7S � � � � � � �
Page 5 of 12
DIVISION 9 - F3NTSI3ES
�ec[ion 0925� - GvQsum 1�'allboard
` Wallboard sha11 conform to ASTM C36, thickness as shown or 5/8" if not shown.
' Steel studs, dq��all type, 25 gauge. Wallboard all screw attached.
; Joints taped and filled; screw heads filled and sanded.
` The Contractor shall patch as required all plaster or gypsum board surfaces disturbed by
demolition with the appropriate matching material.
` All new construction shall consist of 5/8" F.R, gypsum board on metal studs or Furring strips
as required and finished to match adjacent existing surfaces.
` All new or existing plaster and gypsum board shall be prepared to receive a new paint finish.
Section 09310 - Ceramic Tile
` Ali tile standard grade, per TCA 137.1-1976.
• Floors, 1" X 1" mosaics. Walls, 4-1/4" X 4-1/4" glazed. Base, cove mosaics, 4" high.
` Shower floors and drying areas, non-slip t}Pe tile. Set floor tile per Tile Council Method F113
and ANSI Specification A108.5. Set wall tile per Method W212 and ANSI Specification A108.5.
Section 0933Q - Ouarr�Tile
' Quarry tile and base shall be American Olean. Quarry tile shall be thin set in an epoxy mortar
bed both vertically and horizontally, and grouted with "Hydorment 3oint Filler" of a color as
selected by the Architect.
Section 09510 - Acousticai Ceilin�s
Exposed grid with 2' X 4' lay-in panels, fissured pattern, 5/8" thick unless othenvise shown.
Panels white. Grid white, painted.
Section 09650 - Resilient Floorinp
Vinyl composition tile, 12" X 32" and 1/8" thick, standard commercial colors and patterns as
selected. Install with mastic adhesive to concrete floor slabs. Vinyl base, 4" high, top-set, cove
type, color as selected.
Section 09680 - Carpet
/� ` Nylon tufted-type carpet, 28 ounce per square yard face yarn, static control. Airect glue-down
without pad.
Section 09900 - Paintino
' Interior: Per Room Finish Schedule ar,d as speci5ed. Block filler and two coats semi-gloss
paint on concrete bJock walls. Two coats satin paint on gypsum wallboard walls. Two coats flat
paint on ceilings except prime and t«�o coats of 2-part epo�.y paint where scheduled. Stain and
two coats varnish on interior wood doors and rails.
' Exterior: Exterior doors, touch up shop coat and two coats alkyd-type gloss enamel.
EXHIBIT "E-2"
SPECIF[G BUILDOUT REQUfRER�fENTS
Page 6 of 12
T4ATERIALS AND FI;�TSH SCHEDULES
Floors
` � i
' Carpet throughout with exception of entry ways, toilet rooms, ]ocker and exercise rooms.
x Quarry tile in entry ways and lobby. Ceramic tile in all toilet rooms, and shower areas.
° Vinyl composition tile on interior stair treads and risers, lunch room, exercise room and secure
storage. Concrete floors in basement mechanical room(s), storage room(s).
Base
` Vinyl at ca
' Quarry tile
* Ceramic ti]
` No base at
Wails
pet and VCT floors.
at quarry tile floors.
; at ceramic walls.
concrete floors.
Painted gypsum board (5/8") or plaster on walls and partitions; ceilings w/o acoustical
treatment in all office areas except secure interview and storage rooms. Secure rooms shall
have S/8" gypsum board over 3/4" plywood fastened to studs on walls and ceilings.
Painted plaster on walls and ceiling in toilet rooms above the ceramic tile wainscot on the walls
and floor. Shower areas sha]] have full height ceramic tile walls and floor.
Painted concrete block or g}�psum board ���alls in mechanicai and storage rooms depending on
the type of construction.
Ceilin�s
Acoustical tile with textured design in suspended metal ceiling system in all areas, except: entry
ways, toilet and shower rooms, mechanica] rooms, secure areas and storage rooms.
Piaster ceilings in toilet rooms and shower areas. Gypsum board over plywood in secnre areas.
No ceiling materials required in mechanical and general storage rooms.
DIVTSION 10 - SPECIAT.TIES
Section 1�104 - Chalkboards and Tackboards
` White marker boards with anodized aJuminum frames and chalk trays. Tackboard units similar.
Section 10760 - Toilet Partitions
` Steel, floor mounted, headrail braced, baked enamel finish.
Section 102QQ - Louvers
' Extruded aluminum blades and frames, minimum thickness 0.125". Saked enamel finish.
EXHiBfT "E-2"
SPECIFiC BUILDOUT REQUfREMEN75 � � — �, Q � �j
Page7of12
Section 10400 - Identifving Devtces
° Required ADA and emergency signage. �Vithin the Leased Premises LESSOR shail provide,
at its own cost and expense, signage providing directions to offices, office room numbers, HC
and emergency evacuation routes.
Section 10500 - I,ockers
' Steel ]ockers, 24" X 24", with sloping tops. Mounted on tile bases. Numbered. Padlocks by
others.
Section 1052Q - Fire Ex�tinguisher
�
* Ten pound, ABC dry powder type unless othen�ise shown. Bracket mounted.
j Section I0670 - Stora,e She[tinQ
, ` Shelving, Service Counter and other Special Buildout Features: The LESSEE shall provide
, shelving and counter specifications to the LESSOR during the Construction Document phase
of plan preparation,
Section 1OS00 - Toilet and Bath Accessories
` Heavy dury, stainless steel. Include paper towe] dispensers.
DfVISION I1 - EOliIPME;�"I'
Section 11131 - Proiection Screen
` Ceiling recessed, roll-down, size as sho`�n. White, non-gloss, mat surface.
DTVISIO'�` 12 - FURNISHII�'GS
Section 125o0 - VF'indo�v Treatment
` 1" slats - Lzvolor or equal at office windows and exterior windows.
DTVISION 14 - CONVEYI\G SYSTE'�9S
Section 14200 - Elevator
' Provide elec-ator to all floors, if ]eased premises are on more than one level. Car must comgly
to ADA and may be a h��draulic unit.
Exl�EB�T °E-a��
SPECIF[C BUILDOUT REQUIREMENTS
Page8of12 ��� ����
DI�%ISION l5 - MECHANICAL
Section 15025 - SelectiF�e Demolition (if required)
Section 75050 - Basic ?�laterials and �lethods
1. Scone• This section applies to all the «�ork and materials of the mechanical systems and
requires all materials, equipment, and labor necessary to make a complete and acceptable
mechanical installation as specified and as shown on the drawings.
2. Re�uiations. Codes, and Standards. All workmanship, materials, and equipment shall comply
with all applicable federal, state, and local rules, ordinances, regulations and codes.
3. Shop DrawinQS. shall be submitted to the Engineer for approval for all equipment and
materials. These shall consist of manufacturer's construction information, wiring diagrams,
curves for pump and fans, and maintenance data, all of which shall be assembled into Operating
Manuals for the O�+�ner.
4. As-Built Dra�+�inps. Prepared by Contractor to reflect changes of locations, materials,
configurations, and incorporated into Operating Manuals.
5. Electrical Provisions of :�lechanical Work. Provide energy efficient motors, power factor
correction, and wiring in conformance «ith Electrical Division.
6. Substitution of ;14aterials and E uipment. Aliowed with approval of Engineer only.
7. Identitication. Provide labels and markers on piping, duct work, equipment, valves, etc.
Section 15060 - Piping Scstems
1. Potable V4'ater piping in building shall be Schedule 40 galvanized steel or Type L copper.
2. Soil. Waste, and Vent piping in building above grade shall be no-hub cast iron.
3. Heating VVater pipe shall be Schedule fi0 steel or Type L copper.
4. Testing• All piping shall be pressure tested at pressures and duration meeting or exceeding the
Minnesota State Code and shall be free of leakage.
Section ]�250 - Alechanical Insulation
L�i'ater piping for hot and cold domestic use shall be insulated using molded sectional glass fiber
witH factory-applied fire-retarding all service jacket. Thickness shal] be in complianc� with the
State Energy Code.
2. �i�aste and Vent piping in outside wall chases shall be insulated with 1/2" molded, jacketed
fiberglass.
3. Heating, cooling and intake ducts sha11 be insulated with jacketed, glass fiber insulation.
EXNIBIT "E-2"
SPECiFiC BU{LDOUl" REQUIREMENTS � p
Page9ofl2 ���loO�
Section 15300 - Fire Protection
1. Sprinkter heads shall be installed in all occupied and storage ceiling spaces.
2. h4ain sarinkler F�aIF_e shall have required monitoring sensors.
Section 15400 - Plumbin; Svstems. Fixtures and Trim
1. Water and Fire Protection Senice shall be provided from the street service main.
Z. Sanitarv Sewer Service shall be provided from the existing street sanitary service.
3. Domestic Hot Water. Gas fired heater with recirculating return pumping and timer.
4. Lavatories shall be vitreous china.
5. Water Closets shall be wall hung, siphon jet, flush vaive type, with elongated rim, and
constructed of vitreous china.
6. Urinals shall be wall hung, manua] flush valves, vitreous china.
7. Electric �i'ater Coolers shall be semi-recessed self-contained wal] hung type.
8. Sho�+�ers shall be balanced pressure mixing valve ty�pe, w�th energy miser regulator, �
9. .Tanitor Slop Receptacles shall be fiberglass construction.
10. Ali water closet and urinal flushometer vah�es shall be equipped with energy miser valve
adapters, appropriate for water pressure of facility.
Section 7�600 - Heating, Ventilating, and Air Conditioning
1. Provide boiler for perimeter heating and a air tempering coil within building ventilation system
for ventilation air. In a leased premise, the LESSOR must design and insiail an HVAC system
capable of providing a temperature range of 68 to 78 degrees in spite of adverse conditions.
Certain areas of the premises will have a concentration of machines that both pzoduce high heat
]evels, and at the same time are sensitive to that heat. Additionally, where there are high
concentrations of electrical equipment, adequate ventilation (air exchange) is required. The
HVAC shall comply with the ASHRAE standard 62.73 bench mark.
2. Air Conditioning Compressor/Condenser equipment equipped with "�et buib economizer will
be air cooled DX t}�pe. EER ratings shall be greater than 1Q. SEER ratings shall be greater
than 10.25. Distribute supply air in duct work throughout faci]ity and terminate with
appropriate grilles or diffusers.
3. Provide exhaust fans in toilet rooms, locker rooms and else�i�here as required.
Section 15900 - Automatic Temperature Control
i. Provide separate temperature control s}�stems for each 17oor and/or occupancy zone.
EXHiBiT "E-2"
SPECI�EC BUCLDOUT REQUIREi�iENTS
Page 10 of 22
Section 15990 - Balancin�and Adiustin�
,. .
1. All systems balanced Uy firm not associated with the Contractor, and certified by AABC or
N�BB.
2. Systems to be balanced include HVAC, supply air and exhaust; domestic hot water.
3. Complete report submitted, necessary corrective actions accomplished, and systems re-balanced.
DTVISION 16 - ELECTR3CAL
Section 16Q00 - General Information
' E3ectrical Characteristics - Equipment and Motors 208V or 240V
Lighting 120/208V, 30, 4\�
General Purpose 120/208V, 3d, 4W
' Provide ]abor, materials, equipmei�t and services necessary for the completion of all electrical
work defined under the scope of this project. Scope:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
Electrical Demolition - if required.
Electric Service and Distribution.
Power Generation
Secondary Electrical Equipment
Lighting, receptacles and sma11 power revisions
�ire Alarm System
Telephone System
Public Address System
Intercom Systems
TV Monitoring System
Motor and Equipment \Viring
` Obtain and pay for a]] permits and incpections.
' Work shall comply �uith the followrng industry standards: IEE, NFPA, NEMA, ANSI, and
the latest edition of the NEC.
' Maintenance and operating insiructions shall be provided for all equipment and systems.
' The entire electrical system shall be guaranteed against defects in material and installation
for a period of one year.
Section IbI00 - Basic Methods and hTateriais
` All electrical equipment shall be U.L. labeled, where applicable.
` All work shall be performed in accordance with the National Electricai Contractors
Associatian Standard of Installation.
` All wiring shall be installed in raceway.
i. PVC - Underground, damp locations and exterior exposed ]ocations.
2. �lexible steel - Connection to motors, light fixtures and vibrating equipment.
3. Electrical Metallic Tubing, Rigid Meta] Conduit or Intermediate Metal Conduit - as
applicable to codes.
EXHiBfT "E-2"
SP�CtF(C BUILDOUT REQUIRENiEN�'S
Page I1 oF 12
�
i
x Outlet boxes - 4" square galvanized steeL FS or FD in damp locations and outdoors.
= All home-runs - 3/4° conduit minimum.
• Conductors -#8A«%G, 600 V, THHN copper and smaller for branch circuit and control
wiring. 660V, THVJ copper far feeders �8A`�G and larger. \'Jiring installed outdoors and
underground shall be type XHH\'J.
' General purpose wiring devices - All 20A rated.
• Safety switches - TEMA type HD (Heavy Duty) with rejection type fuse clips where fuses
are to be provided.
' All equipment shall be grounded in accordance with the National Electrical Code.
• Power factor correction capaeitors shall be provided for all motors and motorized equipment
rated 1000 watts or greater which exhibit a po�;'er factor of ]ess than 90%.
Section 16204 - Powes Generation
An internal combustion generator shall he sized for the anticipated emergency ]ighting and
communication loads for the facility.
Section 16400 - 5ervice and Distribution
Main distribution board shall accommodate all anticipated loads and integrate switch-gear
for emergency generator. Branch circuit panel boards shall be bolt-on circuit breaker type.
In addition to normal electrical circuitry for lighting, separate circuits shall be installed for
computers.
Section 16�06 - Li2hting
' Interior lighting shall consist generally of 3 and/or 4 lamp lay-in fixtures in areas with
removable ceilings. Flush mounted fluoresceni futures shall be provided in areas with
structural or gypsum board cei]ings in secure areas. To accommodate the use of computers
and to avoid eye strain by computer users, it is essential that the space be equipped with
nonglare, energy efficient lighting throughout with light levels to meet ASHRAE Standards
and the City Energy Standards.
' Incandescent lighttng shall be used only where dimming required.
' Vestibule and exterior lighting shall be H.T.D. type and photocell controlled.
� Lighting L,evels:
Administration f Offices
Corridor/Vestibule
Locker RoomJToilet Rooms
Storage
Exterior
Parking Ln. t
75 FC
1S FC
30 FC
S FC
FC@15'
1 FC
Emergency ]ighting shall be ]ocated in corridors in accordance with Life Safety Codes.
Exit and emergency lights shall be compact fluorescent. HID ballasts shail be premium
grade, constant wattage. Fluorescent lamps and ballast shall be T-8 techno3ogy with
electronic bailasts.
C-XHI[3f�" "E-2"
SPECIFiC C�UiLDOUT REQUfREfYEPlTS
Page i2 of i2 � � — � � � �
Section 167Q4 - Communications
l. Telephane Svstem. Provide a complete new empty outlet hox and raceway system as
necessary and required. Provide dedicated equipment roam space for the new system. Tn
a Ieased premise, the LESSOR shall install the proper conduit, �uiring and closet for phone
service to the leased premises. The telephone in the Leased Premises must interfzce with
the PBX system being installed in the b�ain Public Safety Building. LESSEE sha11 pay for
the telephone sets.
2. Cable Drops for Video and Data Equipment The LESSOR shall at its own cost and
expense insiall at each workstation and/or office, the following types of low voltage wiring:
(1) 10 Base T ethernet wiring from each office and �vork station to central points of
service;
(2) RS-232 wiring from certain ]ocations on each f7oor to centra] points of service;
(3) 3-pair telephone ���ire (6 totai wires) from the Point of Presence on each floor to each
office terminating in (RJll) telephone jacks;
(4) hvo coaxial cable installations to be instailed by Continental Cablevision at the cost of
the LESSOR and coordinated by the LESSOR'S genera] contractor:
(a) the Institutional i�'et�vork (video and data);
(b) The Subscriber Network (video only).
The scope of all work shall be reviewed and approved by agents or employees of the City.
3. Fire Alarm S�stem. Provide a complete new zone annunciator coded, general alarm
fire alarm system with manual stations, corridor signal devices, heat and smoke
detectors, fan shut do«�n in accordance with atl governing codes.
4. Door Releases andlor :�4onitoring. Shall be provided where required.
5. 'I`V ;�'Ionitorine Camera at the main entrance shall be installed.
Section 169Q0 - Equipment, 'llotors and Controls
` Provide power & contro] connections for all motors & electrical equipment specified for this
project or otherwise provided. Use high efficiency motors over 3 horsepo�i�er (See attached).
` Provide disconnect switches, starters and control devices as required for all equipment and
motors including field watering system.
END OF SECTION
�
1
A� Range of
Motors Qualify
For Rebates
Hi�!:-rititiency mo:crs �ro^i
3 hp co 400 hp q�s!,�} (cr
\SP rebares �a°hen i;:ey meet
ei.+'�ciency srandsrds ;isred on
r } ; � s ���e 7nd o;Ter tl�e �o!lo�ti•-
ing rea:u:es:
• r".0 pc;;•p1:a<e inducion
mo;or
• squirrel ca�e ; e:or design
• hETiA design B Torque
characeris�ics
• speeCsof3G0 IE00, 1'_00
or 900 rpm
To qualifj' for the \SP
'�;oior Rebate Program:
'T�hc motor's \E?�44 \o^�inal
E�cier.ry R�rir.g musr mcct
or o:eecd the e�cienry
srandares in che ch�rc �t ri�hr.
'The raring is idrnrPed on ehe
mo:or »amep!a;e.
2
�ffieiency Standards
HP 900
3 S6.j
5 E7.5
�s ss.>
� 0 59.5
� S s�.5
20 90.2
30 91.0
�O 90.2
50 71.7
GO 92.4
74 93.6
1200
S>.5
S6.S
90.2
s�.s
90.2
9L�
�i.�
9l .7
91.7
�
I00 93.6 J3.�
125 93.G 93.G
750 93.G 93.6
200 73 G 9�.1
250 94.5 95•4
400 75.0
Afifachmenf to Exhibit "F_-?_"
. � ��
RP?�4
isao 36oa 900
SG.i _ 52.5 51.5
56.5 S5.> ( 54.0
ss.5 s5.5 � s5.5
ss.s s7.5 � s�.s
�n z S25 � SB.S
,�tr[ A�� ��e�CiEni motots
t�e same�
Defini[d}' not. '�i=nu �c:u; cts
frcqucnd)' desi�nace mo:cs
as "cf7irirnr," buc �hey mig!:c
not 9uali5' {ot:�SP's rcba:e
prog:am. 1n �edi:ion, cf s-
cicnries �re labdrd in mz^y
diffaen[ ���ay:, such as: quo:ed,
nominal, avcragq esper,cd,
colcula:cd, mir.imum, gu_:a.^,-
tccd ar.d :,ppucnt. \SP's
p:ogram qc�liLc;:ions �:c
bazcd on :hc nomi.^.xl c(iicicary
of moior5.
91A 90.2 S9.S
91.7 91.Q 59.5
��.� ��.o � �o.z
92.4 `J1.7 90_2
92.4 91.7 91.D
93.0 73.0 91.7
93-6 93.0 � �3.0
93.G 93A � 93.0
93.6 93.0 93.6
94.5 93.G 93.6
94.] 93.6 94.1
95.0 94.5 95.0
95 0 95A 95.0
95.4 95.4 � 95.0
No�v does a high-e�cirncy
motor dif(u from a st�ndard
mmor?
• Higher quali.y and thinner
s�cc1 laminzcion: in ihc scaror
• '�io;c coppv in nc� ��•indin�s
• Smaller air gap benveen che
wwt znd s�acor
• Rrduccd f.�n losses
• Cioscr macl�ining �olerancts
;CSP oSus moror
eflicieney restir.g
�imor r�[irnc�• us�in� is
a��a�loblc from NSP. \Y�c ���i11
�cn ihc <usiomcr's operavnr�
moior ;o dcrcrminc �bc �nuaS
RP'�4
1200 IS00 3GOo
E3.0 54.4 52.5
S>.5 55.5 SSS
s�.s s7s s>s
87.5 E7.5 E7.5
s9.5 ss.5 s7.5
87.5 901 58.5
90.2 91.0 89.5
9�.0 ��.o s�.5
91,7 91.7 90.2
95.7 92.4 90.2
91.7 93.0 91.7
�3.0 93.0 92.4
93.0 93.G J3.0
93.0 93.6 �3.0
94.1 94.1 93.0
94.7 94S 94.1
95.4 �5-0 94.5
95.4 95.4 95.0
95.4 �5.4 �5.0
75.4 �S.y 95.0
efGdencv whi!e in use Cz!I
your NSP tcpresen;_:ive �o
a!rzn�C [eS:ir�.
NSP now also ofTers
A�ocor?�iasscr
The 1�iocer?�;zs�er d_raLase
lisring.nd so(n+�art p�ckz�t
is now zv^ilable �o )'ou
[�'3II1flID S:1G COS[ CI tfCU�'CPCSS
o( motors you are censidering
(or yout s�r.cm. Bcfo:c pou
purchax;�our ncxt his�h-c�-
drncy me:or, cz',1 thc ncaresc
hSP rep:escncaii.�e Js;ed in
thr Uack of i�is brochurq
and osk (or assisrancc �vith
�his pro5::.m.