HomeMy WebLinkAbout32730 / 84-14January 19, 1984
(CARRIED
PURPOSE:
INITIATED BY
� 14 RESOLUTION
LOST LAID OVER WITHDRAWN )
CHANGE ORDER N0. FP-1 - THE GRAND OPERA NOUSE
GRAND OPERA BOARD
BE IT RESOLVED by the Common Council of the City of Oshkosh that the
following Change Order to AZCO, INC. for fire protection work re The Grand
Opera House is hereby approved:
CHANGE ORDER N0. FP-1
AZCO, INC.
P. 0. Box 567
Appleton, WI 54912
Amount added: $730.00
Purpose: See attached Change Order.
BE IT FURTHER RESOLVED by the Common Council of the City of Oshkosh
that the aforementioned Change Order is hereby approved; a copy of which is
attached to this resolution.
be it further resolved that mo�ey for this purpose is hereby appropriated
from: Account No. 316-105 - Grand Opera House Buildings.
SUBMITRID BY
AYPROVED
— 17 —
.� � RESOLUTION # 14,
��,� yarbro -
kempinger
�, architects, inc.
1018 W. SOUTH PARK AVENUE • POST OFFICE BOX 2096 • OSHKOSH, WISCONSIN 54903 • 41M235-3310
CHANGE OPDER NO FP-1 OWNER'S COPY �
FILE NO 8133/79005 - Phase II CONTRACTOR'SCOPY
DATE 20 DeCember 1983 ARCHITECT'S COPY _
OwNER The City of Oshkosh, Wisconsin
Azco, Inc.
CONrRACTOR P.O.Box 567, Appleton, ATisconsin 54912
Fire Protection Work, Phase II, Restoration & Rehabilitation
CoNTRACTFOR The Grand Opera House. Oshkosh, wisconsin
IT IS HEREBY AGREED THE FCLLOW ING CHANGE IN THE WORK SHALL BE COMPLETED IN ACCORDANCE W ITH THE
ATTACHED PROPOSAL AND SUBJECT TO TERMS CF THE GRIGINAL CONTRACT DATED � 5 Ss�tPmb2r 1 9g3
Install revised fire protection work in accordance with Sheets P-1
thru P-5, revised 10/25/83 and SpeciPication Section 15500, Fire
Protection, revised 10/24/83, copies attached.
Contractor's proposal dated November 2, 1983 is attached.
FOR THE SUi'vl OF �P.�i - DEA'7�1�'3,� SEVEN i-nTIVTI�RFI� THTRTY
AND NO/100TH5 - - - - - - - - - - - GOLLARS ($ 730.00 �
PRieA ro
THIS ORDER
THIS ORDER
TOTAL TO DATE
ADD
None
$730.00
$730.00
DEDUCT
None
None
None
APPROVED
Y.�R3R0-KEMP�NGER, ARCHITFCTS
PFAL,LEFj� iIERBSTI,P.SEOCIA`1'ES, I1QC.
6Y.�,i. �.���� ���{ %
- i; . �, � F�-�---
ACCEPTED ; � , ,
AZCO, Cy.%f � �
B�/�� �`'�—! ,y ,�L.-���":
�
ORIGINAL CONTRACT
EXTnA GnDEnS
CREDIT ORDERS
$6,379.00
%jU.UG
one
NET TOTA� TO DATE $]� 1 O9 . O O
ACCEPTED
CITY OF OSHKOSH, WISCONSIN
� Y,
City ^lanayer
gy C�ty Clerk
Approved as to Form,
ev_ Citv Attorney
I hereby certify that the necessa�y
�; provisions have been m�de to oo�}� the
liability that will accrue under this
crontract
- 17a -
Citv Co�troller
' RESOLUTION # 14.
8133/79005
REVZSED 10/24/83
D�visro;v isc
SECTION 15500
FIRE PRO7ECTION
!. SCOPE
iS500/i
A. Applicable provisions of Division !, Secuons lS000 and ISOSO shail govern
work of this Section.
B. lndex
1. Scope
2. General
3. Materials
k, Shop Drawings
3. Execution
2. GENERAL
A. Wak Included
Provide a complete approved automatic sprinkler system and First
Aid Flose Cabinet, The work under this Secfion includes, but is not
limited to the following:
l) Inst�lling an a�tomatic sprinklcr system within the existing building and
the annexed 106 High Street f3uilding, complete with control valves, swing check
valves, flow svitches and necessary hardware.
2) (not used)
3) Provide 2n" x 2S4" x 4" flush fire department connection with chetk
valve and ball drip at building wall for system. Mark nameptate "STANDPIPE AND
AUTO. SPKR" Allenco No. 276 two-way.
4) Coordination of work with all other trades. ;,
3) Shop drawings.
6) Operating instrucuons and valve diagrams.
7) Sleeves.
S) InserYS.
9) Inst311ation of U: . lobclled waterffow and valve supervisory switches,
alarm devices, bett, etc., as shown on D:awings.
- 17b -
15500/2
RESOLUTION # 14•
8133/79003
REVISED 10/24/83
10) All control wiring between tamper switches, flow switches, and Sire
alarm panels shatl be by Electrical Contractor.
11) Obtain all necessary approvals.
B. Sprinkler System Design
i) The sprinkler syste m layout for those areas within the 106 High Street
E3uilding shall be based on providing a density oi .10 gpm/sq. ft. ovcr the
hydraulically most remote 2,300 sq. ft, with a 250 gpm hose stream allowance.
2) The sprinkler system for those areas within the existing Grand Opera
Nouse and the storage shed behind the 106 Nigh Street Building shall be based on
previding a density of .l5 gpm/sq. ft. over the hydraulically 2,500 sq. ft. with a
250 gprn hose stream allowance.
3) All systems shall have a maximum head spacing of not more than 130
sq. ft./sprinkler head.
4) (not used)
S) Fire Protection Contractor shall be responsible for ceiling removal and
replacement necessary to accommodate the installation of new sprinkler mairu anE
branch mains witt�in the existing building.
C. Applicable Standards
i) Local and State codes.
2) National Fire Protection Association Standards (latest Editio!i).
No. 13 - Sprinl:ler Systems
No. 14 - Standpipe and Hose System�
No. 24 - Outside Protection
3. MATER[ALS
,»
A. The naming oi manufacturers in the specifications shall not be construed as
eliminating the materials, products or services of other manufacturers and
suppliers having approved equivalent items. The substit�tions of materials er
products other than those named in the specifications are subject to prior approval
of the A/E granted in writing. "Approved" shall reter to approval by local Fire
hiarsfi�ll. "Listeci" shall refer to materiils or equipment includcd in a list published
by a natio.��l!y recognized testin� laboratcry that maintains ;>eriodic inspection of
produ� tion of listcd equipment or mat�riais, and whose listing states cither th�t
the equipmen: or material meets nationally reco�;nized standards or has been
test�d and ;ound suitable f�r use in a speciiied rnanner.
6. Sprinklers
i) Sprinkiers for the proposed areas shall be the listed automatic upright,
pendent sidew�ll, and flush type and shall be distributed through the building,
approximate number ot sprinklers and types per NFPA 13.
- 17c -
SI33/79003
REVZSED 10/24/83
RESOLUTION # 14
I3500/3
2) Install high te m perature heads of proper degree rating whenever
necessary to meet requirements of NFPA No. 13, Section 3-15.6 and as indicated.
3) Install listed lead coated or corro-proof heads in all areas exposed to
the weather or to corrosive conditions.
C. Flow Switch: U.L. listed ticDonnell No. F574-4F waterflow indicator or
equal. tJnit shall be vane type, with retard capabilities. Wiring from waterflow
switch to main fire afarm panel under Division l6, Electrical.
D. Hose Threads: Hose threads tor hydrants and fire department siamese
connection shall match those of the City oi Oshkosh Fire Deparxment.
E. Supply Piping - Sprinkler,
]) Pipe shall be new, designed for 175 psig working pressure, conforming
to ASTti1 specifications, and have the manufacturer's name or brand along with the
applicable ASTM standard marked on each tength ot pipe.
2) Pipe sha1l be steel, Schedule 40, black and in accordance with
specifications ASTA4 A-135, ASTM A-120-73 and ASTM A-53-73.
3) Pipe shalt be steel, Schedute (0, black and in accocdance with
specification AST�ti1 A-135.
4) Tubing shalt be copper, Type K, L, or M, suifable fo withsiand water
wor4:ing pressure not less than l75 psi, and in accordance with specification ASTM
A-75 or ASTA1 B-S3.
5) Schedule 40 black steel pipe shall be joined by screwed joints in
accord,�nce with specification ANS! B 2.1, by welded join.s 'tn accordance with
spceifications ANSI t3 3L10, ANSI [� 31.10a and ANSf B 3t.106, or by mechanieal
grooved coupiings. Grcwves may be rolled oc evt and they shal[ be dimensionatty
compatible with the coupling.
6) Schedute !0 black steel ASTA-1 A-135 sprinkler pipe shall 6e joined by
welded joinu in accordance with specifications ANSi E� 3L10, AN51 8 31.I.Oa and
AtiSI f331.I.Ob, and by UL and F�1 approved mechanicai couplings. Couplings may
be of thc rolled �roove type or the inechanical locking type (push-on). Gre�ves for
the roll�d �roove type shall bc rolled only (cut grooving will not be allowed) and
they sh�lt be dimension�lly compatib7e with the coupling. Pipe end preparation for
the mechanical locking type couplings will be in accordance with the
manutacturer's recommendations.
7) AI1 6;ack steel pipe for use with Fush-on fittings (.Schedule 40 or !0)
shali conform to ASThi A-135 zeterances.
S) All b!ack steel pipe must be preoxidized with a suitable protective
coating. Sprinkler piping thai is exposed to the weather, y used in corrosive
atmosphere shall be galvanized.
9) All ASTM A-(35 sprinkler pipe must be tested with a non-destructive
electric test for continuous and uninterrupted inspcctio� of ttx welded seam.
- 17d -
1550G/4
RESOLUTION # 14'
8133/79003
REVISED 10/24/83
10) All ASTM A-53 and ASTM A-120 sprinkler pipe must be hydrostatic
tested at the mill per the ASTM standard.
11) Screwed fittings shail be cast iron, 175 lb. class, black, and in
accordance with AN51 B 16.4 or malleable iron, 150 Ib. ciass, black, and in
acco�dance with ANSI Bt6.3.
12) Flanged fittings shatl be cast iron, short body, Class 125, black, and in
accordance with ANSI B 16.1. Gaskets shall be full face of 1/S" minimum thickness
red sheet rubber. Flange bolts shall be hexagon head machine bolts with heavy
semi-finished hexagon head nuts, having dimensions in accordance with ANSI B
18.2.
13) �'eld fittings shall be steel,standard weights, biack, and in accordance
with ANSI B 16.9, ANSI B 16.25, ANSI B 16.5, or ANSI B 16.11.
14) Grooved couplings and mechanical fittings shall be malleabie iron, 500
psi working pressure, in accordance with ASTM A-47. Couplings gasket material
shall be butyl rubber. Grooved couplings and mechanical fittings shall be tested
and listed by UL and/or FM.
F. Hangers
1) All hanger components shall be of the listed and Approved type.
2) Below concrete construction, inserts, expansion cases or phillips-type
shelis shail be installed to support the 1" through 5" size sprinkler piping.
3) Below concrete construction, inserts shall be instalied for al! 6" pipe
or, in lieu of the inserts, expansion shields, spaced no more than 10' apart may be
installed in accordance with NFPA No. 13, Section 3-14.2.
4) All piping in areas of wood frame construction shali be instailed ln
accordance with recommendations of NFPA 13.
G. Valves and Devices
I) Ail sprinkler controi valves, devices, etc., shall be ot the type approved
and listed. Shut-off and check valves shall be indicating type, U.C.. �istrd or Fh1
approved.
2) Tamper Switch: Tamper switch shall be U.L. listed or F'M approved
capable of transmitting a signal with only 2 turns of the valve operator on standard
OS&Y valve. Wiring from tamper switch to main fire alarm panel under Division
:6, E-Icctrical.
3) Signs: Provide standard metal signs in acc.ordancC wi.h NFPA No. l3,
paragraptis 3-13.3, A-3-13.3, A-3-16.1 anA 7-1.2.
4) First Aid
with 1�5" hose rack
Model 1054.
Hose Cabinet: Provide surface mounted cabinet
assemby, 100 ft. hose, equal to Potter Roemer
- 17e -
8133/74003
REVISED 10/24/83
4. SHOP DRAWINGS
RESOLUTION # 14
13500/S
A. Submit shop drawings per Division !, Section IS000 and the Sollowing
additional requirements. �
1) Submit seven {7) biuc line prints per NFPA 13 of complete working
plans, shop drawings, hydraulic calculations, and manufacturer's data on devices,
pumps and etc., indicating by modei and number to be used, tv the A/E for review
and approval. C ontractor shall obtain the necessary insuring agenty and City of
Oshkosh Fire Department approvais prior to submitting shop drawings.
2) No work shall commence �ntil all approvals have been obtained.
Contractor to allow sufticient time tor the approvals.
3) Prepare shop drawings at minimum scate of i/8" = 1'-0" for plans and
!/4" = 1'-0" for detaits. Show all piping, sprinklers, hangers, roof construction and
occupancy of each area,including ceiling and roof heights.
4) Inst3llation shall be based on all of the latest architectural, structural,
heating and ventilating, plumbing (and) electrical drawings.
5) Contractor shatl be responsible for making a complete site investigation
of the existing building to determine the size/location of all utilities and buitding
components that are relevant to the installation of the new sprinkler system.
6) Contractor shall submit shop drawings 2o A/E which havc been siamped
"approved" by the City of Oshkosh Fire Department.
S. EXECUTION '
A. GENERAL
1) The fire protection contractor shall be responsibfe for obtaining flow
t�st data from the city.
2) Provide ati required offsets in fire protection piping thai are necessary
to accommodate new and existing mechanical, structural and electrical systems.
Review existing building conditions and make a(1 necessary adjustrnents to piping
layout as required,
3) All sprinkler, drain and test piUina, etc. , iRStalled throuah
extcrior walls shall be galvanized. All piping must be substantially supported from
buildinf;structure and only approved type han�;crs shall be uscd. Pipin� undcr ducts
sh;ill i.ot t�c supported from d�ctuork but sh.�U bc su�ported from building structure
�ti�ith tr.�peze han�crs uhere necessary or trom stce! angles suppo; ting ductwork in
accorc;;:nce w�ith NFYA No. 13, Sub-para�raph 3-14.t.4.
4) Sprinklers below ceUing which are on e�cposed piping shall be Listed and
approved regular bronze uprigh2 type, in upright position, excepY Listed and
Approved regular bronze pendent type in pendent position may be used on wet pipe
systems where necessary due to duct interferences, etc.
S) Pendent sprinklers under plast�red, gypsum board, or acoustical
suspended ceilings shall bc Listed and Approved chrome plaicd, pendent type with
- 17f -
15500/6
RESOLUTION # 14'
8133/79003
REVISED 10/24/83
chrome plated ceiling piates, or 1" maximum depth with suppiy piping concealed
above ceiling.
6) Install sprinkler piping as high as possible using necessary fittings and
auxiliary drains to maintain maximum clear head room. 7'-0" minimum or as
directed by A/[. Coordinate new ceiling heights and future ceiling heights with
architect.
7) Install First Aid Hose Cabinet as recommended by N.F.P.A.
and as shown on drawings.
8) Instali sprinkler system in all areas of the building except the tollowing
room numbers: B.Q8, C.O1� C.02� C.03� C.04� C.06� C.07� C.08� C.10� C.11� D.01�
D.02, D.03, D.04, D.OS, D.06, D.07, D.08, D.09, F.O1, F.04, F.OS, F.07, F.08, G.O1,
H.01, I.O1 and I.02.
4) Sprir�kler heads shall not be install�d in smoke outlets under the stage
roof.
B. Test all pipe for a period fo two hours, at a hydrostatic pressure of 200 lbs.
and ali Fiping, valves, heads, etc., shall be watertight. Notify Architect's
Representative and Owner in advar,ce regarding time and date of all tests.
C. Flow switch, ta m per switches shall be wired into m ain fire alarm panel by
[lectrical Contractor. All power wiring and control wiring for switches, alarm
devices, bell, etc., and sequencing of system by E-lectrical Contractor.
D. Install fire department connection properly connected to piping with
necessary check vatve and ball drip drain connection.
E. Provide drain valves and extend to floor drains or grade.
1) Provide all auxiliary drains where necessary.
2) Plugs used for auxiliary drains shali be brass.
3) Pipe alt drains and auxiliary drains discharging to outside atmosphere to
location where water drained will not damage equipment, vehides, plantfd areas,
etc., or injure personncl.
4) All d�ain piping downstream of drain valve shall be galvanized.
F. Install ptain finished ceiling and wa11 ptates wherever exposed piping passes
throu�h ceilings and walls.
G. Set sle�ves in place for all pipes passin�; thro�� h new floors and wal;s.
Sleeves thro��h floors shall be watertight. Scal ail openings be?ween piping passin�
throu�;li walls, floors adn s!eeves by caulking with fire resistant insulation.
H. No field welding of piping shall be permitted. Join al! inside piping by means
of screwed, flanged or tlexible gasl;eted joints or other acceptable fittings.
Headcrs, risers, feed and cross mains and branch lines may be shop wclded using
accept�ble welding fittings with screwed branch outiets. Wrlding and br�zing shall
conform to American National Standard instiYute for Power Piping, ANSI B 31.1.0 -
- 17g -
8133/79005
REVISED 10/24/83
RESOLUTION # 14
I3300/7
1967, with Addenda ANSI B 31.1 Oa-1971 and ANSI B 31.1 Oa - 1971 and ANSI B
31.1 Ob - 1971. Welding and torch cutting shall not be permitted as a mcans of
installing or repairing systems. Provide a blind ti :ngc at cach end ot wcldcd
header. Certify weldcrs or brazers as being quali[ied tor wefding and/or brazing in
accordance with the requirements of ASME Boiler and Pressure Vesse! Code,
Section IX, Qualification Standard for Wetding and E�razing Procedu�es, Weldcrs,
Brazers and Welding and Brazing Operators 1968 edition. .
J. Inspector's Test
1) Provide inspector's test connections, as specified in NFPA No. 13,
Section 3.9 and Paragraph A-3-9.1.i at required points for testing each waterilow
alarm device. Special discharge nozzle shall have sarne orifice as m ajori:y of
sprinkler heads installed. Consult with Architect for exact location of inspector's
tests and mettiod for discharge of water during inspector's test procedures.
2) Provide all necessary vertical/horizontai drain piping through new and
existing building to facilitate proper testing of ail waterflow alarm devices for
each sprinkler zone.
K. The Contractor shail be responsible during the installation and testing periods
of the sprinkler system for any damage to the work of others, to the building, its
contents, etc., caused by leaks in any equipment, by unplug�ed or disconnected
pipes, fittings, ete., or by overfiow, and shail pay for the necessary reptacements
or repairs to work of others, building contents, equipment, or landscaping damaged
by such leakage.
L. Provide guards on sprinkler heacs where heaCs are within 7'-0" of finished
floor or wherever.sprinklers may be subject to mechanical damage.
h1. Furnish one (1) twelve head cabinet and supply twelve (12) sprinkler heads of
assorted temperature ratings of the type necessary and in use throughout tha
installation including aiso one (1) special sprinkler head wrench.
aa:r�r
.s
— 17h —
RESOLUTION # 14
�/�ZCO�rvc.
G7u�.zt�,�-/ �2G�cca,�s'2�—
November 2, 1983
Yarbro-Kempinger Architects, Inc.
1018 W. South Park Avenue
P.O. Box 2096
Oshkosh, WI 54903
Attention: Mr. Robert Yarbro
SUBJECT: Revision of Fire Protection
The Grand Opera House
Azco Job #44-1107-0
Gentlemen:
We have examined the revisions to drawings P-1 through P-5,
and Section "15500 Fire Protection" of the job specifica-
tions. We have determined that there will be an ADDED cost
to make these revisions.
Our orice for these revisions includes all labor, material,
engineering, taxes and approvals. Also, our price reflects
a credit for work deleted as shown below.
Total amo�nt of work added ......... $ 1,290.00
Total amount of work deleted ....... 560.00
TOTAL ADD .......................... $ 730.00
Our price for this additional work is:
SEVEN HUNDRED AND THIRTY DOLLARS
($730.00).
If you have any questions, please feel free to contact me.
M�B/kfa
cc: R.T. Helein
file
Very truly yours,
Azco, Inc. �
�
_ ----> ' �
,����- �-��`=,�n�---\,
i
Mazk E. Blemb2rg �
Froject Engineer
Fire Protection
HIGHWAY 41 • P O. BOH 567 • APPLE�ON, WISCONSIN 549� 2• 414:7345.91 • TW% 910:27&1135 • OMNIFtll(. f4x 41 417 34-7 4 3 2
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